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Permits - Permit# 23SP-00058 - 4165 Shoreline Drive - 4/4/2024Hot Fluid Applied Waterproofing, Bentonite Building Wrap Fully Adhered Membrane Flashing, Flashing Tape Thru Wall Flashing Vapor Barrier, Radon Mitigation Barrier Window & Door Sill / Pan Flashing GRAPHIC REPRESENTS Fluid Applied Air Barrier Roofing Membrane EARTH / COMPACT / FILL GRAVEL / POROUS FILL CONCRETE COMMON / FACE BRICK CONCRETE MASONRY UNIT STONE MARBLE / GRANITE STEEL BATT OR SEMI RIGID INSULATION RIGID INSULATION HORIZONTAL (ROOF) FINISH LUMBER ORIENTED STRAND BOARD WOOD STUD WOOD BLOCKING ALUMINUM FIRE SAFING SAND / MORTAR / PLASTER RIGID INSULATION VERTICAL (WALLS)GYPSUM SHEATHING (EXT) GYPSUM WALLBOARD (INT) PLYWOOD MORTAR NET GYPSUM CEMENT UNDERLAYMENT ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:56:34 AM BG, JF RA, DG 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 COVER SHEET T1.00 D. MEHOK Date:___06/09/2023_____ 4165 Shoreline Drive Spring Park, MN 55384 REVISED CONSTRUCTION SET: NOVEMBER 17, 2023 YACHT CLUB REMODEL SHEET NAME GMP SET 01/20/23PERMIT SET 02/17/23REVIEW SETREVIEW SET 04/14/23PERMIT SET 06/06/23CITY COMMENTS RESPONSE 07/28/23CONSTRUCTION SET 09/29/23REVISED CONSTRUCTION SET 11/17/2300 - GENERAL T1.00 COVER SHEET R R R R • • • • 01 - GENERAL AD1.00 ARCHITECTURAL DEMOLITION PLAN - LOWER LEVEL R R R R • • • • AD1.01 ARCHITECTURAL DEMOLITION PLAN - LEVEL 1 R R R R • •• • AD1.02 ARCHITECTURAL DEMOLITION PLAN - LEVEL 2 R R R R • •• • 02 - CIVIL C-0.0 COVER SHEET R R R • • • C-1.0 EXISTING CONDITIONS SURVEY R R R • • • C-2.0 DEMOLITION PLAN R R R • • • C-3.0 SITE PLAN R R R • • • C-4.0 UTILITY, GRADING, DRAINAGE AND EROSION CONTROL PLAN R R R • • • C-6.0 DETAILS R R R • • • CP-1.0 PHOTOMETRIC PLAN • • CS-1.0 SOUND PLAN • • 03 - LANDSCAPE L-1.0 LANDSCAPE PLAN R R R • L-1.1 LANDSCAPE DETAILS R R R • S-1.0 SOUND PLAN R R R • P-1.0 PHOTOMETRIC PLAN R R • • 04 - ARCHITECTURE A0.00 CODE REVIEW R R R R • • • • A0.01 CODE PLANS R R R R • • • • A1.00 ARCHITECTURAL SITE PLAN R R R R • • • • A1.10 OUTDOOR AMENITY PLAN & ELEVATIONS R R R R • • • • A1.11 ENLARGED OUTDOOR AMENITY PLANS & DETAILS R R R R • •• • A2.00 FLOOR PLAN - LOWER LEVEL R R R R • • • • A2.01 FLOOR PLAN - LEVEL 1 R R R R • • • • A2.02 FLOOR PLAN - LEVEL 2 R R R R • • • • A2.03 ROOF PLANS R R R R • • • • A2.10 ENLARGED PLANS R R R R • • • • A2.20 GUEST ROOM PLANS R R R R • • • • A2.21 GUEST ROOM PLANS R R R R • • • • A2.22 GUEST ROOM PLANS • • • • A3.00 BUILDING ELEVATIONS R R R R • • • • A3.10 ENLARGED ELEVATIONS R R R R • • • • A4.00 VERTICAL CIRCULATION - STAIRS R R R R • • • • A5.00 WALL SECTIONS R R R R • • • • A5.20 SECTION DETAILS R R R R • • • • A6.00 EXTERIOR WALL, FLOOR & ROOF ASSEMBLIES R R R R • • • • A6.01 INTERIOR PARTITIONS R R R R • • • • A6.30 DOOR SCHEDULES & DOOR & FRAME TYPES R R R R • • • • A6.32 DOOR DETAILS R R R R • • • • A6.40 EXTERIOR WINDOW / DOOR & ALUMINUM STOREFRONT ELEVATIONS R R R R • • • • A6.41 WINDOW DETAILS R R R R • • • • A7.00 INTERIOR MOUNTING HEIGHTS & ACCESSIBILITY STANDARDS R R R R • • • • A9.00 REFLECTED CEILING PLAN - LOWER LEVEL R R R R • • • • A9.01 REFLECTED CEILING PLAN - LEVEL 1 R R R R • • • • A9.02 REFLECTED CEILING PLAN - LEVEL 2 R R R R • • • • 05 - INTERIORS ID0.0 INTERIORS COVER SHEET R R R • • • ID1.0 LL / L1 OVERALL FINISH PLAN R R R • • • ID1.1 L2 OVERALL FINISH PLAN & ENLARGED FINISH PLAN R R R • • • ID3.0 ENLARGED FINISH PLANS - LL & ROOF R R R • • • ID3.1 ENLARGED FINISH PLANS - L1 R R R • • • ID5.0 INTERIOR ELEVATIONS R R R • • • ID6.0 INTERIOR DETAILS R R R • • • ID7.0 FF&E PLANS R R R • • • ID7.1 ENLARGED GUEST ROOM PLANS R R R • • • 06 - STRUCTURAL S0.0 STRUCTURAL NOTES AND SCHEDULES R R R R • • • • S0.1 EXISTING FOUNDATION PLAN R R R R • • • • S1.1 EXISTING LEVEL 1 FRAMING PLAN R R R R • • • • S2.1 EXISTING LEVEL 2 FRAMING PLAN R R R R • • • • S3.1 EXISTING ROOF FRAMING PLAN R R R R • • • • S4.1 DETAILS R R R R • • • • S5.1 DETAILS R R R R • • • • PROJECT SITE 4165 Shoreline Drive DETAIL LINE LEGEND 9 ELECTRICAL DRAWINGS AND FIRE ALARM DRAWINGS 8 STEEL CONNECTIONS AND COLD FORMED STEEL FRAMING 7 COMMUNICATION VOICE/ALARM SYSTEM 6 BALCONY DESIGN 5 FIRE PROTECTION DRAWINGS 4.MECHANICAL AND PLUMBING DRAWINGS 3.FIREPROOFING PRODUCTS 2.SIGNAGE PACKAGE 1. STRUCTURAL STEEL FABRICATOR CERTIFICATION LIST OF DEFERRED SUBMITTALS MATERIAL LEGEND 2 acccessible rm. w/ accessible baths; 0 w/ accessible shwr; 5% min. beds w/ clear floor space 806.2.3; 4 Rms. Req. w/ communication features NFPA FVC FIRE VALVE CABINET PREFIN PREFINISHED @ AT NOTE 2010 ADAAG : Chptr.2; Sec. 224; T224.3; 224.3; 224.4;2 Reqd 5% FUR FURRED / FURRING PREFAB PREFABRICATED & AND FTG FOOTING PR PAIR # NUMBER / POUND % OF TOTAL 81.48% 7.41% 3.70% 7.41% 0.00% 100.00% FT FOOT / FEET POL POLISH / POLISHED TOTAL GUEST RMs. 22 2 1 2 0 27 27 FRT FIRE RESISTANT TREATED PNL PANEL XPS EXTRUDED POLYSTYRENE 0 0 0 0 0 0 0 FRP FIBERGLASS REINFORCED WALL PANEL PLWD PLYWOOD 0 0 0 0 0 0 0 FP FIRE PROTECTION PLF POUNDS PER LINEAL FOOT WWF WELDED WIRE FABRIC 0 0 0 0 0 0 0 F.O. FACE OF (SLAB, BRICK, SHEATHING, ETC) PLBG PLUMBING WT WINDOW TREATMENT 0 0 0 0 0 0 0 FLR FLOOR / FLOORING PLAS PLASTER WP WATERPROOFING LEVEL L2 10 1 1 1 0 13 13 FLEX FLEXIBLE PL PLASTIC LAMINATE W/O WITHOUT LEVEL L1 12 1 0 1 0 14 14 FLASH FLASHING PL PLATE WHTR WATER HEATER LOWER LEVEL 0 0 0 0 0 0 0 FIN FINISH / FINISHED P.L. PROPERTY LINE WDW WINDOW LEVEL STANDARD CREW CAPTAIN ACCESSIBLE X GUEST RMs. BEDS FHC FIRE HOSE CABINET PERP PERPENDICULAR WDV WOOD VENEER FF&E FIXTURES, FURNISHINGS & EQUIPMENT PRIM PERIMETER WDT WOOD TRIM FFE FINISH FLOOR ELEVATION PERF PERFORATED WDF WOOD FLOORING HOTEL ROOM COUNTS AND AREAS FEC FIRE EXTINGUISHER CABINET PC PRECAST CONCRETE WD BLK WOOD BLOCKING FE FIRE EXTINGUISHER PBD PARTICLEBOARD WD WOOD FDN FOUNDATION PAR PARALLEL WC WALL COVERING FD FLOOR DRAIN P-FIXT PLUMBING FIXTURE WC WATER CLOSET TOTAL GROSS FLOOR AREA = 24,022 SF FAB FABRICATE WB WEATHER BARRIER FAAB FLUID-APPLIED AIR BARRIER OZ OUNCE W/ WITH TOTAL 10,296 4,635 3,331 5,760 24,022 OSB ORIENTED STRAND BOARD W WIDTH EXT EXTERIOR ORD OVERFLOW ROOF DRAIN 0 0 0 0 0 EXP EXPANSION OPP OPPOSITE VWC VINYL WALLCOVERING 0 0 0 0 0 EXH EXHAUST OPNG OPENING VNR VENEER 0 0 0 0 0 EWC ELECTRICAL WATER COOLER OH OVERHEAD VIF VERIFY IN FIELD 0 0 0 0 0 EQUIP EQUIPMENT OFS OVERFLOW SCUPPER VFC VERTICAL FAN COIL LEVEL L2 6,001 53 0 1,437 7,491 EQ EQUAL OF OUTSIDE FACE VEST VESTIBULE LEVEL L1 4,295 1,687 0 2,222 8,204 EPS EXPANDED POLYSTYRENE OD OUTSIDE DIAMETER VERT VERTICAL LOWER LEVEL 0 2,895 3,331 2,101 8,327 EPDM ETHYLENE PROPYLENE DIENE POLYMER OC ON CENTER VCT VINYL COMPOSITION TILE ENGR ENGINEER OA OVERALL VB VAPOR BARRIER LEVEL GUEST ROOMS AMENITY RESTAURANT COMMON TOTAL AREA ENCL ENCLOSURE EMER EMERGENCY NTS NOT TO SCALE UTIL UTILITY ELEV ELEVATOR NOM NOMINAL UR URINAL GROSS FLOOR AREA ELEC ELECTRIC / ELECTRICAL NO NUMBER UPH UPHOLSTERY EL ELEVATION NIC NOT IN CONTRACT UNO UNLESS OTHERWISE NOTED EJ EXPANSION JOINT NA NOT APPLICABLE UNFIN UNFINISHED EIFS EXTERIOR INSULATION FINISH SYSTEM UNEXC UNEXCAVATED EXIST, EX EXISTING MUL MULLION UL UNDERWRITERS LABORATORY 68,546 SQUARE FEET PER 2010 ADAAG Sec. 208.2 EA EACH MTLT METAL TRIM LOT AREA 1.57 ACRES * 4 Std ADA + 1 Van accessible spaces required MTL METAL TYP TYPICAL PROPOSED:C.U.P.TOTAL 82 22 5 109 DWG DRAWING MTD MOUNTED TV TELEVISION CURRENT ZONING:C-4 Office Commercial 0 0 0 0 DS DOWNSPOUT MO MASONRY OPENING TS TUBE STEEL 4165 Shoreline Drive Spring Park, MN 55384 0 0 0 0 DR DOOR MIR MIRROR / MIRRORED TS TRANSITION STRIP SITE INFORMATION 0 0 0 0 DP DAMPPROOFING MIN MINIMUM TP TOILET PARTITION SITE 82 22 5 109 DN DOWN MIL MILLIMETERS T.O. TOP OF (DECK, BEAM, WALL, ETC) 33'-10"CURRENT HEIGHT (TOP OF ROOF)LOCATION STANDARD COMPACT ACCESSIBLE * TOTAL DIV DIVISION MH MAN HOLE TM TIMELY FRAME 60 ft ALLOWABLE BUILDING HEIGHT PROVIDED VEHICLE PARKING SPACE COUNTS DIM DIMENSION MG METAL GRATE TC TRAFFIC COATING BUILDING HEIGHT DIAG DIAGONAL MFR MANUFACTURER TBL TABLE TOTAL EXISTING SF 24,022 SF DIA DIAMETER MEZZ MEZZANINE T&G TONGUE & GROOVE LEVEL-1 (existing)8,209 SF DF DRINKING FOUNTAIN MEMB MEMBRANE T TREAD BUILDING SIZE DEMO DEMOLISH / DEMOLITION MED MEDIUM and A-2 Assembly PROPOSED PARKING = 121 DEG DEGREE MECH MECHANICAL SYST SYSTEM HOTEL R-1 (Primary) DEC DECORATIVE MDPD MEDIUM DENSITY PARTICLE BOARD STO STONE BUILDING VB EXISTING PARKING = 112 DBL DOUBLE MAX MAXIMUM STN STAIN TYPE D DEEP / DEPTH MATL MATERIAL STL STEEL CONSTRUCTION TYPES VEHICLE PARKING MAT CARPET / WALK-OFF MAT SSF SOLID SURFACE FINISH CY CUBIC YARD MAS MASONRY SS STAINLESS STEEL BUILDING INFORMATION PARKING INFORMATION (REFER TO CIVIL SITE DRAWINGS) CW COLD WATER SPF SPRAY POLYURETHANE FOAM CT CERAMIC / PORCELAIN TILE LVT LUXURY VINYL TILE SIM SIMILAR CPT CARPET TILE OR BROADLOOM LV LUXURY VINYL SF SQUARE FOOT / FEET PROJECT INFORMATION AND LAND USE COORD COORDINATE LTL LINTEL SCW SOLID CORE WOOD CONT CONTINUOUS / CONTINUE LTG LIGHTING SCF SPECIAL CONCRETE FINISH CONC CONCRETE LT LIGHT SC SEALED CONCRETE COL COLUMN LP LOW POINT CO CLEAN OUT LOC LOCATE / LOCATION RWC RAINWATER CONDUCTOR CMU CONCRETE MASONRY UNIT LIN FT LINEAR FOOT / FEET RTU ROOF TOP UNIT CLR CLEAR / CLEARANCE LH LEFT HAND RP RADIUS POINT CLG CEILING LB POUNDS ROW RIGHT OF WAY CL CENTER LINE LAV LAVATORY RO ROUGH OPENING CJ CONTROL JOINT LAM LAMINATE RMAT RECESSED MAT C.I.P. CAST IN PLACE LAB LABORATORY RM ROOM CIRC CIRCUMFERENCE L-F... LIGHT FIXTURE RH RIGHT HAND CIR CIRCLE L LENGTH RF RESILIENT FLOORING CHAN CHANNEL REV REVERSE CHAM CHAMFER INT INTERIOR REQD REQUIRED CG CORNER GUARD INSUL INSULATION REINF REINFORCED C.F. CUBIC FOOT / FEET ID INSIDE DIAMETER REG REGISTER CCTV CLOSED-CIRCUIT TELEVISION REFL REFLECTED CB CARPET BASE HW HOT WATER REF REFERENCE / REFER TO CAP CAPACITY HVAC HEATING VENTILATION AND AIR CONDITIONING RECP RECEPTICLE CAB CABINET HTG HEATING RDL ROOF DRAIN LEADER HT HEIGHT RD ROOF DRAIN BTWN BETWEEN HSS HOLLOW STEEL SECTION RCP REFLECTED CEILING PLAN BTM BOTTOM HR HOUR RB RESILIENT BASE B.S. BOTH SIDES HP HIGH POINT R RADIUS BRG BEARING HORZ HORIZONTAL R RISER BR BRICK HM HOLLOW METAL BLKG BLOCKING HDWD HARD WOOD QTY QUANTITY SITE MAP BLDG BUILDING HDW HARDWARE QTB QUARRY TILE BASE BIT BITUMINOUS HDBD HARDBOARD QT QUARRY TILE BEV BEVEL HD HEAD BD BOARD HC HOLLOW CORE PVC POLYVINYL CHLORIDE PHONE: 612-758-3080 PHONE: 763-367-7600 HB HOSE BIB PV PLUMBING VENT MINNEAPOLIS, MN 55402 MINNEAPOLIS, MN 55428 AUTO AUTOMATIC H HEIGHT PTN PARTITION 733 MARQUETTE AVE. Ste.700 9100 49th AVE. N. ARCH ARCHITECT PT PAINT ALLIANT NELSON-RUDIE & ASSOC., INC. APPROX APPROXIMATELY GYP SHTG GYPSUM SHEATHING P.T. POST-TENSIONED CIVIL ENGINEER-LANDSCAPE :STRUCTURAL ENGINEER:MECH.-PLUMB. DESIGNER:ELECTRICAL DESIGNER: ALUM ALUMINUM GYP BD GYPSUM BOARD PT POINT ALT ALTERNATE / ALTERNATIVE GL GLASS / GLAZING PSY POUNDS PER SQUARE YARD KELLY@OLSEN.GLOBAL.COM AFF ABOVE FINISHED FLOOR GFRC GLASS FIBER REINFORCED CONCRETE PSI POUNDS PER SQUARE INCH PHONE: 612-720-1467 PHONE: 952-288-2000 PHONE: 952-288-2000 PHONE: 952-288-2000 AGG AGGREGATE GD GRADE PSF POUNDS PER SQUARE FOOT MOUND, MN 55364 BLOOMINGTON, MN 55439 BLOOMINGTON, MN 55439 BLOOMINGTON, MN 55439 ADA AMERICANS WITH DISABILITIES ACT GC GENERAL CONTRACTOR PRV POWER ROOF VENTILATOR 3066 ISLAND VIEW DRIVE 7803 GLENROY ROAD 7803 GLENROY ROAD 7803 GLENROY ROAD ADDL ADDITIONAL GALV GALVANIZED PROJ PROJECT / PREJECTION OLSEN GLOBAL, LLC DORAN SPECIAL PROJECTS, LLC DORAN ARCHITECTURE, LLC DORAN ARCHITECTURE, LLC ACT ACOUSTICAL CEILING TILE GA GAUGE PRELIM PRELIMINARY OWNER/DEVELOPER :CONTRACTOR :ARCHITECT :INTERIOR DESIGN : SHEET INDEX ABBREVIATIONS PROJECT TEAM N SHORELINE DRIVE I NTERLACHEN ROADSUNSET DRIVEWEST ARM DRIVE 15 51SPRING PARK BAY ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Read all attached materials. Everyone performing work to which the code is applicable shall comply with the code. The field copy of these plans must be kept on-site and made available to inspector during all inspections. To schedule inspections call (952) 442-7520 Please have the permit number and street address ready at the time of the call. Electrical All electrical must be approved by local Electrical Inspector. For electrical permit inquiries please contact the City of Spring Park Electrical Inspector. Dave Hucky (952) 442-7520 Plan Revisions All construction shall comply with the approved plans. Plan revisions will not be reviewed in the field without prior approval from the Building Official. Submit all plan revisions to the Department of Building Safety for review, prior to their construction. NOTICE Plan review was done in accordance with the current Minnesota Building Code. Plan review does not waive any additional code compliance issues found on site. REFER TO APPROVAL LETTER FOR ADDITONAL COMMENTS AND REQUIREMENTS Separate Permits Required For: X Electrical X Mechanical X Plumbing X Fire Suppression System X Fire Alarm X Exterior Hydraulic Lift System X Remodel of the Future Tenant Restaurant on the Lower Level DO NOT OCCUPY PRIOR TO CERTIFICATE OF OCCUPANCY SCOPE OF WORK: Interior and exterior remodel of existing building, changing occupancy to R-1 with an A-2 restaurant area in a portion of the Lower Level. Occupancy type-R-1 & A-2, Construction type-VB. Finishing of the Lower-Level area is not part of this permit. Separate permits will be required to finish the Lower-Level area (restaurant and hotel lobby). NOTICE: A NFPA 13 fire sprinkler system required in order to allow the 30-minute fire partition wall assembly rating between sleeping units as identified throughout the plan set. Reviewed for Building Code Compliance Reviewed for Code Compliance By: Date: This review is limited to the submitted scope of work, is based upon the supposition that the plan accurately depicts the intended construction and end-use, that the necessary legal authority has been obtained to construct the project and work is subject to code compliance and field inspection during construction. Permit #:Code Edition: Occupancy Classification: Type of Construction:Tom Krause 4/2/2024 24SP-00019 V-B R-1 2020 Minnesota State Building Code UP UP UP DN 1 A B C D E F 2 3 4 5 6 7 9 10 11 12 13 1 MECH. 023 ELEC. 022 STAIR B 0-B ELEV. EQUIP. 021 ELEV. LOBBY 020 STAIR A A-0 MAINT. 008B 3 145 4 2 6 1 1 1 1 1 1 3 3 3 3 3 3 3 3 2 6 2 6 2 6 2 6 2 6 2 6 2 6 7 EXIST. DECK / PATIO EXIST. KITCHEN EXIST. CORR.EXIST. TENANT '20'EXIST. TENANT '40'EXIST. TENANT '50' EXIST. HALLWAY EXIST. CORRIDOR 100' - 0" EXIST. TENANT '21' 8 8 11 9 9 4 4 4 2 6 5 4 5 4 1 3 1 20 1 9 4 4 3 3 4 2 6 5 4 2 6 1 77 3 10 10 11 7 7 7 7 77777 4 5 5 1 3 15 5 15 17 32 32 32 32 32 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 1 3 3 3 CONFIRM EXTENTS WITH NEW PLUMBING LOCATIONS, TYP. 21 21 25 1010 10 10 10 27 27 2727 27 2 26 26 26 28 28 28 28 28 28 25 25 304' - 2"5' - 2"1' - 9"1 DEMOLITION PLAN KEY NOTES 1. REMOVE PARTITION WALL SYSTEM. 2. REMOVE FINISHED CEILING SYSTEM. REFER TO MECH. AND ELEC. DOCUMENTS FOR SYSTEMS REMOVALS. 3. REMOVE DOOR / FRAME AND HARDWARE SYSTEM. DO NOT RETAIN. 4. REMOVE PLUMBING FIXTURE AND ASSOCIATED PLUMBING LINES AS REQUIRED FOR NEW CONSTRUCTION. 5. REMOVE WALL / FLOOR MOUNTED CASEWORK. 6. REMOVE FINISH FLOORING, BASE, TRIM AND FINISH SYSTEMS. 7. REMOVE PORTION OF EXISTING CONCRETE SLAB AS REQ'D FOR NEW CONSTRUCTION. 8. REMOVE EXTERIOR WINDOW / DOOR SYSTEM INCLUDING HARDWARE, AS REQ'D FOR NEW CONSTRUCTION. 9. REMOVE TOILET/SHOWER PARTITIONS AND ACCESSORIES. 10. EXISTING GUARDRAIL TO REMAIN. PREP FOR NEW PAINT FINISH AND ADDITIONAL METAL COMPONENTS. 11. EXISTING DECKING TO REMAIN. PREP FOR NEW STAIN. REPLACE DAMAGED BOARDS AS REQUIRED. 12. VERIFY CONDITION OF EXISTING EXTERIOR CONCRETE LANDING. GEN. CONTRACTOR TO DETERMINE SCOPE OF REPAIR. 13. REMOVE MECH. EQUIPMENT AS REQUIRED FOR NEW CONSTRUCTION. 14. REMOVE EXISTING BUILDING MOUNTED SIGNAGE. 15. REMOVE EXISTING WOOD WAINSCOT / PANELING / MOULDINGS ENTIRE ROOM. 16. VERIFY CONDITION OF EXISTING EXTERIOR METAL RAIL. GENERAL CONTRACTOR TO DETERMINE SCOPE OF REPAIR. 17. REMOVE REQUIRED PORTION OF EXISTING SHAFT-WALL ASSEMBLY AS REQUIRED FOR NEW CONSTRUCTION. 18. EXISTING DOOR, FRAME HARDWARE TO REMAIN 19. COORDINATE DEMOLITION OF SITE PAVING FOR REMEDIAL CONCRETE WORK 20. REMOVE EXISTING FINISH/GYP. BOARD AND FINISH TRIM 21. ENTRY/STAIR TO HAVE CARPET REMOVED BUT WALL TRIM/BASE TO REMAIN 22. REMOVE DAMAGED EXTERIOR DECKING AS REQUIRED. 23. REMOVE ELEVATOR CARPET, LAMINATE, PANELS, AND LIGHTING AND PREP FOR NEW. DEMO AS REQUIRED. 24. DEMO CEILING AT DAMAGED LOCATIONS 25. REMOVE PORTION OF EXISTING GUARDRAIL SYSTEM. SAVE FOR REUSE. PREP FOR NEW PAINT FINISH AND ADDITIONAL METAL COMPONENTS. 26. REMOVAL OF FINISHES INCLUDES REMOVAL OF EXISTING WALL TILE, FULL HEIGHT TO FINISH CEILING ABOVE. ALL WALLS. 27. REMOVE EXISTING FULL HEIGHT WALLCOVERING. SKIM COAT AND PREPARE WALL AS REQUIRED TO ACCEPT NEW FINISHES. 28. REMOVE EXISTING SEGMENTS OF WALLCOVERING BETWEEN FINISHED WOOD TRIM THAT IS TO REMAIN. SKIM COAT AND PREPARE WALL WHERE WALL COVERING IS REMOVED, AS REQUIRED, TO ACCEPT NEW FINISHES. 29. AT ENTIRE UPPER MECHANICAL ROOF AREA, REMOVE EXISTING ROOFING, INSULATION, AND ASSOCIATED FLASHING AND ROOFING ACCESSORIES AS REQUIRED IN PREPARATION FOR INSTALLATION OF NEW ROOFING SYSTEM. COORDINATE WITH MECHANICAL, ELECTRICAL, AND PLUMBING DESIGN DOCUMENTS AS REQUIRED FOR EQUIPMENT AND PENETRATIONS. 30. LOCATE EXISTING SITE IRRIGATION EQUIPMENT. VERIFY SCOPE OF DEMOLITION OR RELOCATION OF EXISTING UNIT. REMOVE EXISTING CONCRETE SLAB BASE. 31. SELECTIVE DEMOLITION OF STAIR A CEILING WILL BE REQUIRED TO ACCOMMODATE THE INSTALLATION OF NEW MECHANICAL. DUCTWORK AND SYSTEMS. COORDINATE REQUIRED SELECTIVE DEMOLITION ON SITE; COORDINATE WITH MECH DRAWINGS. 32. EXISTING DOOR AND FRAME TO REMAIN, PREP FOR NEW HARDWARE AND STAIN. DEMOLITION PLAN GENERAL NOTES 1. PRIOR TO BEGINNING WORK, INSPECT ALL AREAS WHERE WORK IS TO BE PERFORMED. SURVEY THE EXISTING CONDITIONS NOTING EXISTING CASEWORK, FINSIHES, EQUIPMENT, SPECIALTIES AND OTHER SYSTEMS NOT SHOWN BUT WILL REQUIRE REMOVAL IN ORDER TO PERFORM THE WORK REQUIRED. 2. FIELD VERIFY ALL WALLS, ITEMS, SYSTEMS, CONNECTIONS AND CONDITIONS PRIOR TO REMOVAL. 3. COORDINATE WITH NEW CONSTRUCTION PLANS ALL ITEMS OR SYSTEMS TO BE REMOVED. 4. ITEMS SHOWN RED OR DASHED RED ARE EXISTING ITEMS OR SYSTEMS REFERENCED TO BE REMOVED. 5. DO NOT DRILL OR CUT EXISTING FLOORS, JOISTS, BEAMS, COLUMNS, OR OTHER STRUCTURAL MEMBERS UNLESS SPECIFICALLY INDICATED. 6. WALL PENETRATIONS SHALL BE COORDINATED BY THE CONTRACTOR WITH APPROPRIATE SUB-CONTRACTORS AND SHALL BE SEALED AS REQUIRED FOR NEW CONSTRUCTION AND/OR PER CODES. 7. PROTECT ALL EXISTING ITEMS TO REMAIN FROM DAMAGE DURING THE FULL DURATION OF CONSTRUCTION. 8. WHERE SHOWN, REMOVE EXISTING FINISHES IN THEIR ENTIRETY AS REQUIRED TO INSTALL THE NEW CONSTRUCTION. 9. MECHANICAL AND ELECTRICAL ITEMS TO BE REMOVED ARE SHOWN FOR REFERENCE ONLY. REFER TO MECHANICAL AND ELECTRICAL DOCUMENTS FOR EXTENT OF DEMOLITION WORK ASSOCIATED WITH THOSE TRADES. 10. REFER TO FIRE PROTECTION AND LIFE SAFETY SYSTEM DOCUMENTS FOR EXTENT OF ALTERATION WORK ASSOCIATED WITH THOSE TRADES. EXISTING EXTERIOR WALL SYSTEM DEMOLITION PLAN LEGEND EXISTING INTERIOR WALL SYSTEM EXISTING WALL SYST. TO BE REMOVED EXISTING WINDOW SYST. TO BE REMOVED EXISTING DOOR & FRAME SYST. TO BE REMOVED EXISTING FLOORING TO BE REMOVED AS REQUIRED FOR NEW CONSTRUCTION ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:56:03 AM Doran Doran 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 ARCHITECTURAL DEMOLITION PLAN - LOWER LEVEL AD1.00 D. MEHOK Date:___06/09/2023_____ 3/16" = 1'-0"1 ARCH. DEMOLITION PLAN, LOWER LEVEL N EXIST. ELEV. ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 DEMOLITION PERMIT 05/26/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance UP DNUP DN DN DN 1 A B C D E F 2 3 4 5 6 7 9 10 11 12 13 EXIST. HALLWAY EXIST. TENANT EXIST. OFF. EXIST. OFF.EXIST. OFF. EXIST. RECEPTION '130' '140' '150' EXIST. STOR. EXIST. OFF. EXIST. OFF.EXIST. BREAK RM. EXIST. OFF. EXIST. OFF.EXIST. OFF.EXIST. OFF.EXIST. OFF. EXIST. RESOURCE EXIST. OFF. EXIST. OFF. EXIST. OFF.EXIST. DATA EXIST. OFF. EXIST. OFF. EXIST. OFF. EXIST. OFF.EXIST. OFF. EXIST. HALLWAYEXIST. CORR. JAN. 121 ELEV. LOBBY 120 STAIR A A-1 ENTRY 118 VEST. 117 1 5 3 62 11 11 10 10 11 10 8 MEN 122 3 3 TYP TYP TYP TYP 8 8 8 8 8 8 8 8 8 8 8 14 8 88 8 8 8 8 8 8 8 8 8 888 17 1 TYP 3 TYP 1 TYP 3 TYP 32 32 32 32 8 32 19 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 3 TYP 3 1 TYP 21 21 21 21 23 1 TYP 10 10 8 8 8 8 28 28 28 28 28 12 16 8 WOMEN 123 20 18 DEMOLITION PLAN KEY NOTES 1. REMOVE PARTITION WALL SYSTEM. 2. REMOVE FINISHED CEILING SYSTEM. REFER TO MECH. AND ELEC. DOCUMENTS FOR SYSTEMS REMOVALS. 3. REMOVE DOOR / FRAME AND HARDWARE SYSTEM. DO NOT RETAIN. 4. REMOVE PLUMBING FIXTURE AND ASSOCIATED PLUMBING LINES AS REQUIRED FOR NEW CONSTRUCTION. 5. REMOVE WALL / FLOOR MOUNTED CASEWORK. 6. REMOVE FINISH FLOORING, BASE, TRIM AND FINISH SYSTEMS. 7. REMOVE PORTION OF EXISTING CONCRETE SLAB AS REQ'D FOR NEW CONSTRUCTION. 8. REMOVE EXTERIOR WINDOW / DOOR SYSTEM INCLUDING HARDWARE, AS REQ'D FOR NEW CONSTRUCTION. 9. REMOVE TOILET/SHOWER PARTITIONS AND ACCESSORIES. 10. EXISTING GUARDRAIL TO REMAIN. PREP FOR NEW PAINT FINISH AND ADDITIONAL METAL COMPONENTS. 11. EXISTING DECKING TO REMAIN. PREP FOR NEW STAIN. REPLACE DAMAGED BOARDS AS REQUIRED. 12. VERIFY CONDITION OF EXISTING EXTERIOR CONCRETE LANDING. GEN. CONTRACTOR TO DETERMINE SCOPE OF REPAIR. 13. REMOVE MECH. EQUIPMENT AS REQUIRED FOR NEW CONSTRUCTION. 14. REMOVE EXISTING BUILDING MOUNTED SIGNAGE. 15. REMOVE EXISTING WOOD WAINSCOT / PANELING / MOULDINGS ENTIRE ROOM. 16. VERIFY CONDITION OF EXISTING EXTERIOR METAL RAIL. GENERAL CONTRACTOR TO DETERMINE SCOPE OF REPAIR. 17. REMOVE REQUIRED PORTION OF EXISTING SHAFT-WALL ASSEMBLY AS REQUIRED FOR NEW CONSTRUCTION. 18. EXISTING DOOR, FRAME HARDWARE TO REMAIN 19. COORDINATE DEMOLITION OF SITE PAVING FOR REMEDIAL CONCRETE WORK 20. REMOVE EXISTING FINISH/GYP. BOARD AND FINISH TRIM 21. ENTRY/STAIR TO HAVE CARPET REMOVED BUT WALL TRIM/BASE TO REMAIN 22. REMOVE DAMAGED EXTERIOR DECKING AS REQUIRED. 23. REMOVE ELEVATOR CARPET, LAMINATE, PANELS, AND LIGHTING AND PREP FOR NEW. DEMO AS REQUIRED. 24. DEMO CEILING AT DAMAGED LOCATIONS 25. REMOVE PORTION OF EXISTING GUARDRAIL SYSTEM. SAVE FOR REUSE. PREP FOR NEW PAINT FINISH AND ADDITIONAL METAL COMPONENTS. 26. REMOVAL OF FINISHES INCLUDES REMOVAL OF EXISTING WALL TILE, FULL HEIGHT TO FINISH CEILING ABOVE. ALL WALLS. 27. REMOVE EXISTING FULL HEIGHT WALLCOVERING. SKIM COAT AND PREPARE WALL AS REQUIRED TO ACCEPT NEW FINISHES. 28. REMOVE EXISTING SEGMENTS OF WALLCOVERING BETWEEN FINISHED WOOD TRIM THAT IS TO REMAIN. SKIM COAT AND PREPARE WALL WHERE WALL COVERING IS REMOVED, AS REQUIRED, TO ACCEPT NEW FINISHES. 29. AT ENTIRE UPPER MECHANICAL ROOF AREA, REMOVE EXISTING ROOFING, INSULATION, AND ASSOCIATED FLASHING AND ROOFING ACCESSORIES AS REQUIRED IN PREPARATION FOR INSTALLATION OF NEW ROOFING SYSTEM. COORDINATE WITH MECHANICAL, ELECTRICAL, AND PLUMBING DESIGN DOCUMENTS AS REQUIRED FOR EQUIPMENT AND PENETRATIONS. 30. LOCATE EXISTING SITE IRRIGATION EQUIPMENT. VERIFY SCOPE OF DEMOLITION OR RELOCATION OF EXISTING UNIT. REMOVE EXISTING CONCRETE SLAB BASE. 31. SELECTIVE DEMOLITION OF STAIR A CEILING WILL BE REQUIRED TO ACCOMMODATE THE INSTALLATION OF NEW MECHANICAL. DUCTWORK AND SYSTEMS. COORDINATE REQUIRED SELECTIVE DEMOLITION ON SITE; COORDINATE WITH MECH DRAWINGS. 32. EXISTING DOOR AND FRAME TO REMAIN, PREP FOR NEW HARDWARE AND STAIN. EXISTING EXTERIOR WALL SYSTEM DEMOLITION PLAN LEGEND EXISTING INTERIOR WALL SYSTEM EXISTING WALL SYST. TO BE REMOVED EXISTING WINDOW SYST. TO BE REMOVED EXISTING DOOR & FRAME SYST. TO BE REMOVED EXISTING FLOORING TO BE REMOVED AS REQUIRED FOR NEW CONSTRUCTION ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:56:05 AM Doran Doran 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 ARCHITECTURAL DEMOLITION PLAN - LEVEL 1 AD1.01 D. MEHOK Date:___06/09/2023_____ 3/16" = 1'-0"1 ARCH. DEMOLITION PLAN, LEVEL-1 N REFER TO SHEET AD1.00 FOR DEMOLITION PLAN GENERAL NOTES ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 DEMOLITION PERMIT 05/26/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance DN DN 1 A B C D E F 2 3 4 5 6 7 9 10 11 12 13 3 1 45 EXIST. TENANT '220' EXIST. OFF. EXIST. OFF. EXIST. OFF. EXIST. OFF. EXIST. OFF. EXIST. OFF.EXIST. OFF. EXIST. OFF. EXIST. OFF. EXIST. CORRIDOR EXIST. TENANT '226' EXIST. OFF. EXIST. OFF. EXIST. OFF.EXIST. OFF. EXIST. OFF. EXIST. OFF. STAIR B B-2 JAN. 221 ELEV. LOBBY 220STAIR A A-2 FEMALE TLT. MALE TLT. UP ROOF ACCESS 10 11 10 11 10 11 TYP TYP 62 TYP 3 1 TYP TYP 62 TYP3 1 TYP TYP 62 TYP 8 8 8 1 TYP 8 8 8 8 8 8 8 8 8 8 8 8 8 8888 8 8 8 8 8 8 OPEN TO BELOW 1 3 4 4 4 1 62 TYP 17 32 32 32 18 32 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 21 21 21 24 1010 10 8 8 8 27 27 2727 27 28 28 28 28 28 28 20 26 20 26 26 31 PHASE 2 CONSTRUCTION DEMOLITION PLAN KEY NOTES 1. REMOVE PARTITION WALL SYSTEM. 2. REMOVE FINISHED CEILING SYSTEM. REFER TO MECH. AND ELEC. DOCUMENTS FOR SYSTEMS REMOVALS. 3. REMOVE DOOR / FRAME AND HARDWARE SYSTEM. DO NOT RETAIN. 4. REMOVE PLUMBING FIXTURE AND ASSOCIATED PLUMBING LINES AS REQUIRED FOR NEW CONSTRUCTION. 5. REMOVE WALL / FLOOR MOUNTED CASEWORK. 6. REMOVE FINISH FLOORING, BASE, TRIM AND FINISH SYSTEMS. 7. REMOVE PORTION OF EXISTING CONCRETE SLAB AS REQ'D FOR NEW CONSTRUCTION. 8. REMOVE EXTERIOR WINDOW / DOOR SYSTEM INCLUDING HARDWARE, AS REQ'D FOR NEW CONSTRUCTION. 9. REMOVE TOILET/SHOWER PARTITIONS AND ACCESSORIES. 10. EXISTING GUARDRAIL TO REMAIN. PREP FOR NEW PAINT FINISH AND ADDITIONAL METAL COMPONENTS. 11. EXISTING DECKING TO REMAIN. PREP FOR NEW STAIN. REPLACE DAMAGED BOARDS AS REQUIRED. 12. VERIFY CONDITION OF EXISTING EXTERIOR CONCRETE LANDING. GEN. CONTRACTOR TO DETERMINE SCOPE OF REPAIR. 13. REMOVE MECH. EQUIPMENT AS REQUIRED FOR NEW CONSTRUCTION. 14. REMOVE EXISTING BUILDING MOUNTED SIGNAGE. 15. REMOVE EXISTING WOOD WAINSCOT / PANELING / MOULDINGS ENTIRE ROOM. 16. VERIFY CONDITION OF EXISTING EXTERIOR METAL RAIL. GENERAL CONTRACTOR TO DETERMINE SCOPE OF REPAIR. 17. REMOVE REQUIRED PORTION OF EXISTING SHAFT-WALL ASSEMBLY AS REQUIRED FOR NEW CONSTRUCTION. 18. EXISTING DOOR, FRAME HARDWARE TO REMAIN 19. COORDINATE DEMOLITION OF SITE PAVING FOR REMEDIAL CONCRETE WORK 20. REMOVE EXISTING FINISH/GYP. BOARD AND FINISH TRIM 21. ENTRY/STAIR TO HAVE CARPET REMOVED BUT WALL TRIM/BASE TO REMAIN 22. REMOVE DAMAGED EXTERIOR DECKING AS REQUIRED. 23. REMOVE ELEVATOR CARPET, LAMINATE, PANELS, AND LIGHTING AND PREP FOR NEW. DEMO AS REQUIRED. 24. DEMO CEILING AT DAMAGED LOCATIONS 25. REMOVE PORTION OF EXISTING GUARDRAIL SYSTEM. SAVE FOR REUSE. PREP FOR NEW PAINT FINISH AND ADDITIONAL METAL COMPONENTS. 26. REMOVAL OF FINISHES INCLUDES REMOVAL OF EXISTING WALL TILE, FULL HEIGHT TO FINISH CEILING ABOVE. ALL WALLS. 27. REMOVE EXISTING FULL HEIGHT WALLCOVERING. SKIM COAT AND PREPARE WALL AS REQUIRED TO ACCEPT NEW FINISHES. 28. REMOVE EXISTING SEGMENTS OF WALLCOVERING BETWEEN FINISHED WOOD TRIM THAT IS TO REMAIN. SKIM COAT AND PREPARE WALL WHERE WALL COVERING IS REMOVED, AS REQUIRED, TO ACCEPT NEW FINISHES. 29. AT ENTIRE UPPER MECHANICAL ROOF AREA, REMOVE EXISTING ROOFING, INSULATION, AND ASSOCIATED FLASHING AND ROOFING ACCESSORIES AS REQUIRED IN PREPARATION FOR INSTALLATION OF NEW ROOFING SYSTEM. COORDINATE WITH MECHANICAL, ELECTRICAL, AND PLUMBING DESIGN DOCUMENTS AS REQUIRED FOR EQUIPMENT AND PENETRATIONS. 30. LOCATE EXISTING SITE IRRIGATION EQUIPMENT. VERIFY SCOPE OF DEMOLITION OR RELOCATION OF EXISTING UNIT. REMOVE EXISTING CONCRETE SLAB BASE. 31. SELECTIVE DEMOLITION OF STAIR A CEILING WILL BE REQUIRED TO ACCOMMODATE THE INSTALLATION OF NEW MECHANICAL. DUCTWORK AND SYSTEMS. COORDINATE REQUIRED SELECTIVE DEMOLITION ON SITE; COORDINATE WITH MECH DRAWINGS. 32. EXISTING DOOR AND FRAME TO REMAIN, PREP FOR NEW HARDWARE AND STAIN. EXISTING EXTERIOR WALL SYSTEM DEMOLITION PLAN LEGEND EXISTING INTERIOR WALL SYSTEM EXISTING WALL SYST. TO BE REMOVED EXISTING WINDOW SYST. TO BE REMOVED EXISTING DOOR & FRAME SYST. TO BE REMOVED EXISTING FLOORING TO BE REMOVED AS REQUIRED FOR NEW CONSTRUCTION A B C 4 5 6 7 3 3 13 EXIST. SHIPS LADDER TO ROOF EXIST. ELEV. OVER-RUN EXIST. RD ATTIC ACCESS DOORWAY MECH. SHAFT (BELOW) OPEN TO BELOW 1 A6.32 29 ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:56:08 AM Doran Doran 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 ARCHITECTURAL DEMOLITION PLAN - LEVEL 2 AD1.02 D. MEHOK Date:___06/09/2023_____ 3/16" = 1'-0"1 ARCH. DEMOLITION PLAN, LEVEL-2 N 3/16" = 1'-0"2 ARCH. DEMOLITION PLAN, MECH. ROOF N REFER TO SHEET AD1.00 FOR DEMOLITION PLAN GENERAL NOTES ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 DEMOLITION PERMIT 05/26/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance R=4738.71L=257.84Δ=3°07'03"C.Brg=N84°47'44"W(VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)(SPRING PARK BAY)LAKE MINNETONKAN12°06'37"E 242.33N71°51'14"E 317.00 S03°09'57"W 115.00 SHORELINE DRIVE62+/- 84+/-ORDINARY HIGH WATER LEVEL=929.4 FEET (NGVD 29)C-0.0YACHT CLUB REMODEL COVER SHEET 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700YACHT CLUB REMODEL REVISED CONSTRUCTION SETSPRING PARK, MINNESOTA SHEET LISTALLIANT ENGINEERING, INC.733 MARQUETTE AVE, SUITE 700PH: 612-758-3080 / FX: 612-758-3099CONSULTANTSURVEYORCIVIL ENGINEERDAN EKREM, PLSLICENSE NO. 57366CLARK WICKLUND, PELICENSE NO. 40922DEVELOPERLANDSCAPE ARCHITECTEM: cwicklund@alliant-inc.comEM: dekrem@alliant-inc.comMARK KRONBECK, PLA, ASLALICENSE NO. 26222EM: mkronbeck@alliant-inc.comMINNEAPOLIS, MN 55402MOUND, MN 553643066 ISLAND VIEW DRIVE612.720.1467EM: KELLY@OLSEN.GLOBAL.COMYACHTZEE HOLDINGS, LLCVICINITY MAPNOT TO SCALEARCHITECTBLOOMINGTON, MN 55439DORAN COMPANIES 7803 GLENROY ROAD, SUITE 200952-288-2073EM: john.ferrier@dorancompanies.comJOHN FERRIER, AIA, NCARB, LEED AP, CIDSITE PLANNOT TO SCALEReviewed forBuilding CodeCompliance ΔR=4738.71L=257.84Δ=3°07'03"C.Brg=N84°47'44"W(VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)(SPRING PARK BAY)LAKE MINNETONKAN12°06'37"E 242.33 N71°51'14"E 317.00 S03°09'57"W 115.00 SHORELINE DRIVE62+/- 84+/-ORDINARY HIGH WATER LEVEL=929.4 FEET (NGVD 29)C-1.0YACHT CLUB REMODEL EXISTING CONDITIONS SURVEY 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700PROPERTY DESCRIPTIONTract D, REGISTERED LAND SURVEY NO. 1106, Hennepin County, Minnesota.Torrens PropertyTo Inland Development Partners, LLC, a Minnesota limited liability company; and Commercial Partners Title, a division of Chicago Title InsuranceCompany:This is to Certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard DetailRequirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 6(a), 7(a), 8, 9,11(a), 13, 16, 18 and 19 of Table A thereof. The field work was completed on February 18, 2021.Date of Plat or Map: ________________________________________________________________________________________Daniel P. Ekrem, Professional Land SurveyorMinnesota License No. 57366Email: dekrem@alliant-inc.com1. This survey and the property description shown here on are based upon information found in the commitment for title insurance prepared byCommercial Partners Title, a division of Chicago Title Insurance Company, file no. 58215, dated January 7, 2021.2. The basis of bearings is based on the Hennepin County Coordinate System (NAD83 86 adjustment).3. All distances are in feet.4. Originating benchmark: MnDOT Monument 2704 N. Elevation = 976.74 feet (NGVD29).5. The property has access to Shoreline Drive, a public right of way.CERTIFICATIONNOTESLEGENDTABLE A ITEMS1.Monuments placed (or a reference monument or witness to the corner) at all major corners of the boundary of the property, unlessalready marked or referenced by existing monuments or witnesses to the corner are shown hereon.2.Address of the property is 4165 Shoreline Drive and indicated on map.3.The property lies within Zone X (unshaded - areas determined to be outside the 0.2% annual chance floodplain) of Federal EmergencyManagement Agency (FEMA) Flood Insurance Community Panel No. 27053C0292F, effective November 4, 2016.4.Land area: 68,561 square feet +/-, or 1.574 acres +/-.6(a). No zoning information has been provided at the time of our survey.7(a). Exterior dimensions of all buildings are shown at ground level.8.Substantial features observed in the process of conducting fieldwork, are shown hereon.9.There are 110 regular striped parking stalls and 1 handicap parking stall on this site.11(a).The locations of existing utilities on or serving the property are depicted based on Gopher State One Call Ticket Nos. 210420509 and210420519, available city maps, records and observed evidence locations. Lacking excavation, underground utility locations may notbe exact. Verify critical utilities prior to construction or design.13.Names of adjoining owners are depicted based on Hennepin County GIS tax information.16.There was no observed evidence of earth moving work or building construction at the time of our field work.18.There are no plottable off-site easements disclosed in Schedule B, Part II Exceptions of the title commitment.SCHEDULE B, PART II EXCEPTIONSThe following are survey related exceptions set forth in Schedule B, Part II of the herein referenced Title Commitment:Item no. 9 - Rights of the public and the State of Minnesota in and to that portion of the insured premises lying below the natural high water markof Lake Minnetonka. The ordinary high water level for Lake Minnetonka is 929.4 feet and shown hereon.Item no. 10 - Subject to the consequences of changes in the shoreline of Lake Minnetonka, which forms a boundary of premises. Not plottable.Item no. 11 - Subject to a right of the Board of County Commissioners of Hennepin County, Minnesota for the County of Hennepin and State ofMinnesota to maintain the height of water in said Lake Minnetonka as nearly as practicable at a point 10 feet three inches below the topof the Northeast pier of the bridge over Shaver's Narrows at the entrance of Gray's Bay, said bridge being situated near the City ofMinneapolis, County of Hennepin, Minnesota, said datum line is officially established by an ordinance of the City Council of said City ofMinneapolis as is more particularly set out in District Court Case File No. 73992, Hennepin County, Minnesota and as evidenced in Orderfiled October 6, 1971, as Document No. 1011507, shown as a recital on the Certificate of Title. Not plottable.Item no. 12 - Subject to Right of way of County State Aid Highway No. 15 (also known as Shoreline Drive) as evidenced by Memorial Plat filedSeptember 4, 1941, as Document No. 171318 and Quit Claim Deed dated February 26, 1975, filed July 12, 1975, as Document No.1144518. Subject property is embraced within the area depicted in Doc. No. 171318, but is not affected by, based on the descriptioncontained in Doc. No. 1144518Item no. 13 - Subject to Right of Way of Hennepin County Highway No. 15, Plat 68, filed July 5, 1985, as Document No. 1656002, as directed byResolution adopted October 28, 1969, filed October 1, 1970, as Document No. 979240, together with easements for highway anddrainage purposes described in Final Certificate dated October 15, 1990, filed October 15, 1990, as Document No. 2130148. Depictedon survey.NOTE: Prior Certificate of Titles indicate Parcel 87 and the current Certificate of Title indicates Parcel 129 as parcels affecting the subjectproperty as described in above Final Certificate. Based on the description contained in said Final Certificate, Parcel 129 does not affectthe property.Item no. 14 - Terms, conditions, covenant, restriction and right of entry contained in Memorandum of Agreement dated December 10, 1984, filedFebruary 25, 1985, as Document No. 1629672. (Includes additional land). Based on the description contained in said document, doesnot affect subject property.NOTE: The document appearing as a memorial on the Certificate of Title indicates Document No. 1629679, which is an incorrectdocument number. An examiner's directive should be obtained to have the memorial listed as Document No. 1629679, corrected to readas Document No. 1629672.Item no. 15 - Notice of Lis Pendens, Court File No. 87-3706 dated March 20, 1987, filed April 6, 1987, as Document No. 1819760. Subjectproperty is included in the description for Parcel 11 as contained in the document.Note: A discharge of the above Lis Pendens does not appear memorialized on the Certificate of Title. A discharge of Notice of LisPendens should be obtained and memorialized onto Certificate of Title.Item no. 16 - Terms and conditions of Option Agreement evidenced in Notice of Adverse Claim dated June 13, 1989, filed June 14, 1989, asDocument No. 2019713. Not plottable.LIST OF POSSIBLE ENCROACHMENTSA. Underground utilities cross the north, west, and east property lines without benefit of an easement.B. Retaining walls at the southwest corner of the property.C. Curb extends into highway easement.Reviewed forBuilding CodeCompliance R=4738.71L=257.84Δ=3°07'03"C.Brg=N84°47'44"W(VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)(SPRING PARK BAY)LAKE MINNETONKAN12°06'37"E 242.33 N71°51'14"E 317.00 S03°09'57"W 115.00 SHORELINE DRIVE62+/- 84+/-ORDINARY HIGH WATER LEVEL=929.4 FEET (NGVD 29)C-2.0YACHT CLUB REMODEL DEMOLITION PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND:DEMOLITION NOTES: Reviewed forBuilding CodeCompliance (VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)(SPRING PARK BAY)LAKE MINNETONKASHORELINE DRIVEORDINARY HIGH WATER LEVEL=929.4 FEET (NGVD 29)C-3.0YACHT CLUB REMODEL 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: SITE NOTES:SITE DATA: PARKING DATA: SITE PLAN Reviewed forBuilding CodeCompliance R=4738.71L=257.84Δ=3°07'03"C.Brg=N84°47'44"W(VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)(SPRING PARK BAY)LAKE MINNETONKAN12°06'37"E 242.33N71°51'14"E 317.00 S03°09'57"W 115.00 SHORELINE DRIVE62+/- 84+/-ORDINARY HIGH WATER LEVEL=929.4 FEET (NGVD 29)C-4.0YACHT CLUB REMODEL UTILITY, GRADING, DRAINAGE AND EROSION CONTROL PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: SILT FENCENOT TO SCALE1INLET PROTECTION SEDIMENT FILTER SACKNOT TO SCALE3NOT TO SCALE2GEOTEXTILE FILTER AT STREETINLET WITH CURB BOX (SILT SACK)BIO LOG NOT TO SCALE4GRADING NOTES EROSION CONTROL NOTES Reviewed forBuilding CodeCompliance 13 1/2"R3 "1/2" PER FT.R12"R12"HANDICAPPEDPARKINGVEHICLE IDREQUIREDFINISHED GRADE(SURFACE VARIES)PAVED SURFACE(PAVEMENT TYPEVARIES)COMPACTEDAGGREGATE BASESIZE NO. 53 AT 95%PROCTOR DENSITYCOMPACTEDSUBGRADECONCRETE CURB& GUTTER© C-6.0YACHT CLUB REMODEL DETAIL SHEET 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700Reviewed forBuilding CodeCompliance R=4738.71L=257.84Δ=3°07'03"C.Brg=N84°47'44"W(VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)(SPRING PARK BAY)LAKE MINNETONKAN12°06'37"E 242.33 N71°51'14"E 317.00 S03°09'57"W 115.00 SHORELINE DRIVE62+/- 84+/-ORDINARY HIGH WATER LEVEL=929.4 FEET (NGVD 29)S-1.0YACHT CLUB REMODEL SOUND PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700Reviewed forBuilding CodeCompliance (VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)(SPRING PARK BAY)LAKE MINNETONKASHORELINE DRIVEORDINARY HIGH WATER LEVEL=929.4 FEET (NGVD 29)BB4BB4BB4BB4BB4BB4BB4BB4WPWPWPWPWPWPWPWPWPWPWPWPWPWPWPWP5-CC23-DDWPWPWPAA5AA5AA4BB4WPBB4BB423-DD0.00.00.00.00.00.00.00.00.00.00.10.10.10.10.00.00.00.10.10.10.10.10.10.20.20.20.20.20.20.00.00.00.10.10.10.10.10.20.20.20.30.30.30.30.30.30.30.30.30.30.00.00.00.10.10.20.30.20.20.30.30.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.00.00.00.10.20.40.50.50.50.60.60.70.60.60.60.70.70.80.80.70.70.70.60.70.70.70.70.70.70.50.40.30.30.00.00.00.10.30.60.91.11.10.91.11.31.10.90.91.11.21.31.51.41.31.21.11.11.21.31.31.21.10.90.70.50.40.30.20.10.10.00.00.10.10.40.81.41.91.92.02.12.11.71.41.62.02.42.52.92.72.32.11.81.92.12.52.62.41.91.51.10.80.60.40.30.20.10.00.00.10.20.51.01.72.42.83.23.74.03.02.22.33.03.34.24.64.94.54.33.73.54.05.25.64.63.32.31.61.20.80.60.40.30.20.00.00.00.10.30.71.21.72.32.83.44.14.33.83.23.44.23.33.03.43.85.06.46.26.47.711.512.49.96.23.72.51.81.20.90.60.40.20.00.00.10.20.40.81.21.51.72.22.73.23.63.63.64.24.43.03.35.56.48.59.411.218.015.29.36.14.53.52.21.30.80.50.30.00.00.10.30.60.91.11.21.31.72.02.32.52.83.04.03.82.78.97.15.03.72.21.30.60.30.00.10.20.40.60.80.91.01.11.41.61.81.92.02.23.22.62.05.34.94.42.51.40.60.30.00.10.20.30.50.60.80.91.11.31.41.51.51.51.72.21.73.12.51.30.50.30.00.10.10.20.30.50.60.70.91.01.21.31.31.31.31.51.20.72.31.90.90.40.20.10.00.00.10.10.20.30.40.50.60.70.81.01.11.21.21.21.00.80.91.00.50.30.20.10.00.00.10.10.10.20.30.30.50.60.81.01.01.01.01.00.90.70.60.50.50.60.30.20.10.10.00.00.00.10.10.10.20.20.30.50.60.80.91.00.91.01.01.01.05.927.01.11.11.11.11.21.10.80.70.60.50.40.30.20.10.10.00.00.00.00.10.10.20.30.40.50.60.80.90.90.91.01.11.21.21.31.51.41.31.21.21.11.21.21.10.90.80.60.50.40.20.10.10.00.00.00.00.00.10.10.20.30.50.60.70.81.01.01.01.11.21.31.31.41.41.41.41.41.41.31.31.31.21.00.90.70.50.40.20.10.10.00.00.00.00.00.10.10.20.40.50.70.81.01.11.21.31.31.41.41.51.51.51.51.51.51.61.61.61.41.31.10.90.70.50.40.20.10.10.00.00.00.00.00.10.20.30.40.60.70.91.11.21.41.41.51.51.51.61.61.61.61.61.71.82.01.91.71.41.21.00.70.50.40.20.10.10.00.00.00.00.00.10.10.30.40.60.81.01.21.31.61.91.91.81.71.61.61.51.61.61.72.02.62.41.91.41.20.90.70.50.40.20.10.10.00.00.00.00.00.10.10.20.40.50.71.01.21.41.82.42.52.01.71.61.51.51.51.61.72.02.52.31.81.41.21.00.80.60.40.30.10.10.00.00.00.00.00.10.10.20.30.50.70.91.21.41.82.32.52.01.71.61.61.51.51.61.61.81.91.81.61.41.21.00.80.60.40.30.20.10.00.00.00.00.00.10.10.20.30.50.70.91.21.41.61.81.91.81.61.61.61.61.51.51.51.51.51.41.31.21.10.90.80.60.40.30.20.10.00.00.00.00.00.00.10.20.40.50.70.91.11.21.41.51.51.51.51.51.51.51.41.41.41.41.31.21.21.11.00.80.70.50.40.30.10.10.00.00.00.00.00.00.10.20.30.50.70.81.01.11.21.31.31.31.31.31.31.31.31.21.21.11.01.00.90.90.80.70.60.50.30.20.10.10.00.00.00.00.00.10.10.20.30.40.60.70.80.91.01.01.01.11.11.11.11.11.11.01.00.90.80.70.70.70.60.60.50.40.30.20.10.10.00.00.00.00.00.00.10.20.20.40.50.60.70.80.80.80.80.80.90.90.90.90.90.80.80.70.60.50.50.50.50.40.40.30.20.20.10.10.00.00.00.00.00.00.10.10.20.30.40.50.50.60.60.60.60.60.70.70.70.70.60.60.60.50.40.40.40.40.30.30.20.20.20.10.10.00.00.00.00.00.00.00.10.10.20.20.30.30.40.40.40.40.40.40.50.50.50.50.40.40.40.30.30.20.20.20.20.20.20.10.10.10.10.00.00.00.00.00.00.00.00.10.10.20.20.20.30.30.30.30.30.30.30.30.30.30.30.30.20.20.20.10.10.10.10.10.10.10.10.00.00.00.00.00.00.10.10.10.10.10.20.20.20.20.10.10.20.20.21 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fcP-1.0YACHT CLUB REMODEL PHOTOMETRIC PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 7006130 Blue Circle Dr., Minnetonka, MN 55343 Ph 952-217-0400 - Fax 952-930-1632 www.pulseproducts.com PULSE NEVER ORDINARY Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF Description Lum. Watts 1 AA4 Single N.A.0.900 NLS NV-1-T4-64L-1-40K-UNV MOUNT ON EXIST 30FT POLE 205 2 AA5 Single N.A.0.900 NLS NV-1-T5-64L-1-40K MOUNT ON EXIST RELOCATED 30FT POLE 205 14 BB4 Single N.A.0.900 NLS CAL-S-XXX-XX-T4-16L-35-40K WITH ARM 7 WALL BRACKET MOUNT AT APPEIOX 10FT AFF 18 5 CC Single 1567.3 0.900 ELITE HH4-LED-1500L-DIM10-MVOLT-WD-40K-90-HH4-4501-SHZ-SHZ MOUNT AT APPROX 10FT 18.1911 46 DD Single N.A.0.900 PRIMUS DECORSTRING DSW-PLED-S14-27K-FILAMENT SPACED AT 2FT OC 1.46 20 WP Single N.A.0.900 NLS FLW-1-T4-16L-35-40K WALL MOUNT AT 12FT AFF 18 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min SITE GROU8ND Illuminance Fc 1.05 27.0 0.0 N.A.N.A.Reviewed forBuilding CodeCompliance L1 112' -5 1/2" LL 100' -0" L2 125' -1 1/2" MECH. ROOF 137' -7 1/2" 30 Min FP 1 Hr1 Hr 1 FB GUEST ROOM FUTURE TENANT RESTAURANT (NOT IN THIS CONTRACT) ENTRY STAIR-'A' ENTRY VEST. ROOF ACCESS ATTIC ACCESS 1 FB 1 FB EXISTING ATTIC; EXISTING DRAFTSTOPPING EXISTING SEPARATION TO ATTIC 30 Min FP 30 Min FP 30 Min Horiz. 30 Min Horiz. GUEST ROOM L1 112' -5 1/2" LL 100' -0" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" MECH. ROOF 137' -7 1/2" 30 Min Horiz. 30 Min Horiz. 30 Min FP 30 Min FP 1 Hr GUEST ROOM GUEST ROOM FUTURE TENANT RESTAURANT (NOT IN THIS CONTRACT) GUEST ROOM GUEST ROOM GUEST ROOM OFFICE GUEST ROOM GUEST ROOM EXIST. STAIR-'A' ENTRY LOBBY EXIST. ELEVATOR TOILET STORAGE BREAK ROOM EXIST. STAIR-'B' AHU AHU ELEC.MECH. 1 Hr 1 Hr 30 Min Horiz. 30 Min FP 2 FB 2 FB 2 FB 2 FB MECH. SHAFT EXISTING ATTIC; EXISTING DRAFTSTOPPINGEXISTING ATTIC; EXISTING DRAFTSTOPPING EXISTING SEPARATION TO ATTICEXISTING SEPARATION TO ATTIC 30 Min Horiz. 30 Min FP 1 Hr BOH LAUNDRY FUTURE HOTEL LOBBY (NOT IN THIS CONTRACT) L1 112' -5 1/2" L1 112' -5 1/2" LL 100' -0" L2 125' -1 1/2" MECH. ROOF 137' -7 1/2" 30 Min Horiz. 30 Min Horiz. 30 Min FP 30 Min FP 1 Hr GUEST ROOM GUEST ROOM FUTURE HOTEL LOBBY (NOT IN THIS CONTRACT) 1 FB EXIST. STAIR-'B' EXISTING ATTIC; EXISTING DRAFTSTOPPING EXISTING SEPARATION TO ATTIC ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:54:44 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 CODE REVIEW A0.00 D. MEHOK Date:___06/09/2023_____ TOTAL = 24,021 < 39,000 SF per (506.2.3) Table 1107.6.1.3REQUIRED w/ Communication Features 4 REQUIRED w/ roll-in Shwr. 0 LEVEL 2 = 8,327 < 19,500 SF per (506.2)Table 1107.6.1.1 REQUIRED w/ out roll-in Shwr. 2 LEVEL 1 = 8,203 < 19,500 SF per (506.2)TOTAL GUEST ROOMS PROVIDED 27 Lower Level =7,491 < 19,500 SF per (506.2)2020 MN Accessibility Code IBC Chptr. 11 w/ MN Amendments 1341 GUEST ROOMS ACCESSIBLE REQUIRED BY CODE PROPOSED BUILDING AREA PER FLOOR AND TOTAL : WITH COMPARISON TO ALLOWABLES If =0.2500 224.2 In transient lodging facilities, guest rooms w/ mobility features complying w/ 806.2 shall be provided in accordance w/ Table 224.2. Beds shall have a clear floor space complying w/ 806.2.3. 224.4 In transient lodging facilities, guest rooms w/ communication features complying w/ 806.3 shall be provided in accordance w/ T224.4. 224.5 guest rooms shall be dispersed among the various classes and shall provide choices of types, number of beds or amenities or views. If =( 0.50 - 0.25 ) 1.00 ADA-2010 STANDARD Chapter 2; Sec. 224-TRANSIENT LODGING GUEST ROOMS If =( 218'-0" / 436'-0" - 0.25 ) 30 / 30 If =( F / P - 0.25 ) W / 30 CHAPTER 11 - ACCESSIBILITY (MN ACCESSIBILITY CODE CHAPTER 1341) SECTION 506.3.3 - FRONTAGE INCREASE : AREA FACTOR INCREASE BASED ON FRONTAGE SHALL BE DETERMINED BY EQUATION 5-5 W = 30 W > 30' MIN FOR ALL BUILDING FACES AT PERIMETERS Business 1 Occup. per 150 gsf wn MEETS MIN 20' FOR ALL BUILDING FACES AT PERIMETER A-2 Restaurant: Assembly unconcentrated (tables and chairs) 1 Occup. per 15 sf Net floor area W =(152.34' x 30' + 65.67' x 30' + 152.34' x 0' + 65.67' x 12.5') / 218.01 R-1 Hotel: 1 Occup. per 200 gsf EQUATION 5-4 MNSBC TABLE 1004.5 DETERMINING OCCUPANT LOAD FACTORS SECTION 506.3.2 - MINIMUM FRONTAGE DISTANCE : WHEN (W) IS GREATER THAN 20 FEET USE EQUATION 5-5 EXIT STAIR HEIGHT 6'-8" EXIT STAIR WITH AREA OF RESCUE 48" DEAD END CORRIDOR MAXIMUM : 50'-0" WITH SPRINKLER (1020.4 EXCEPTION 2) Aa =39,000 SF ALLOWABLE AREA EXIT STAIR WIDTH 44" CORRIDOR HEIGHT 7'-6" Aa =18,000 + 1,500 x 2.00 EXIT DOOR WIDTH 32" CORRIDOR WIDTH 44" (PER TABLE 1020.2) Aa =18,000 + 6,000 x 0.2500 x 2 Aa =[ At + ( NS x If ) ] x Sa PER SECTIONS 1005.3.1 EXCEPTION 1 AND 1005.3.2 EXCEPTION 1 THE STAIRWAY MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH AND OTHER EGRESS COMPONENTS MEANS OF EGRESS CAPACITY FACTOR OF .15 INCH PER OCCUPANT APPLY TO BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 AND AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2. SECTION 506.2.4 - MIXED-OCCUPANCY, MULTISTORY BUILDINGS : FOR MORE THAN ONE STORY ABOVE THE GRADE PLANE Section 508.3.1 Occupancy Classification. Nonseparated Occupancies shall be individually classified in accordance with Section 302.1….. STAIRWAY WIDTH : 0.2 INCHES / OCCUPANT OTHER EGRESS COMPONENTS : 0.15 INCHES / OCCUPANT EGRESS WIDTH ALLOWABLE AREA (R-1) : 21,000 MOST RESTRICTIVE (A-2):18,000 SECTION 1005 - EXITING REQUIREMENTS ( W/ SPRINKLER SYSTEM AND EMERGENCY VOICE/ALARM SYSTEM ) SPRINKLER STATUS : SM SPRINKLER STATUS: SM CHAPTER 10 - MEANS OF EGRESS AND OCCUPANT LOAD SECTION 506.2 - ALLOWABLE AREA FACTOR : (At = NS, S1, S13R, S13D OR SM, AS APPLICABLE) IN SQUARE FEET Section 508.3 Nonseparated Occupancies. Buildings or portions of buildings that comply with the provisions of this section shall be considered as nonseparated occupances. PROPOSED STORIES : 2 PROPOSED STORIES: 1 ALLOWABLE STORIES : 3 ALLOWABLE STORIES: 2 2. THE BUILDING IS EQUIPPED WITH A COMMON AREA CARBON MONOXIDE ALARM SYSTEM. SPRINKLER STATUS : S SPRINKLER STATUS : S CONTAINING A FUEL-BURNING APPLIANCE OR TO AN ATTACHED GARAGE; AND 1. THE SLEEPING UNIT OR DWELLING UNIT IS NOT CONNECTED BY DUCT WORK OR VENTILATION SHAFTS TO ANY ROOM SECTION 504.4 - ALLOWABLE NUMBER OF STORIES ABOVE GRADE : NOT TO EXCEED LIMIT SPECIFIED IN TABLE 504.4 NEED NOT BE EQUIPPED WITH A SINGLE-STATION CARBON MONOXIDE ALARM IF: ATTACHED GARAGE, BUT ARE LOCATED IN A MULTI-UNIT BUILDING WITH A FUEL BURNING APPLIANCE OR ATTACHED GARAGE EXISTING HEIGHT : 33'-10"EXCEPTION: INDIVIDUAL SLEEPING UNITS OR DWELLING UNITS THAT DO NOT CONTAIN A FUEL BURNING APPLIANCE OR HAVE AN ALLOWABLE HEIGHT : 60'-0" ALLOWABLE HEIGHT 60'-0" C. INSTALLED WITHIN 10 FEET OF EACH SLEEPING UNIT OR SLEEPING ROOM SPRINKLER STATUS : S SPRINKLER STATUS S B. INSTALLED AND MAINTAINED IN ACCORDANCE WITH NFPA 720 AND THE MANUFACTURERS INSTRUCTIONS; AND A. LISTED AS COMPLYING WITH UL 2034; SECTION 504.3 - ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE : NOT TO EXCEED LIMIT SPECIFIED IN TABLE 504.3 GROUP R OCCUPANCIES LOCATED IN A BUILDING CONTAINING A FUEL BURNING APPLIANCE OR IN A BUILDING SECTION 915 - CARBON MONOXIDE ALARMS OCCUPANCY CLASS : R-1 (PRIMARY) OCCUPANCY CLASSES: A-2 CONSTRUCTION TYPE :VB ; (EXISTING TYPE, V-N)CONSTRUCTION TYPE: VB BUILDING AREA TYPE AND OCCUPANCY TYPE RESTAURANT, LOBBY EMERGENCY VOICE/ALARM COMMUNICATION SYSTEMS REQUIRED BY THIS CODE SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 72. - 907.5.3.2. - GROUP R1 OCCUPANCY IN ACCORDANCE WITH TABLE 907.5.3.2 SHALL BE PROVIDED WITH VISIBLE ALARM NOTIFICATION. VISIBLE ALARMS SHALL BE ACTIVATED BY THE IN-ROOM SMOKE ALARM AND BUILDING FIRE ALARM SYSTEM. PRIMARY: RESIDENTIAL HOTEL (R-1) AREA OTHER - ASSEMBLY (A-2) AREAS 907.5.2.2 - EMERGENCY VOICE/ALARM COMMUNICATION SYSTEMS 907.2.8.1 INITIATION. INITIATION OF THE FIRE ALARM SYSTEM SHALL BE BY AUTOMATIC MEANS. APPROVED …. AUTOMATIC SMOKE DETECTORS SHALL BE PROVIDED IN ALL COMMON AREAS AND INTERIOR CORRIDORS SERVING AS REQUIRED MEANS OF EGRESS. 907.2.8 A FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 907.2.8.1-907.2.8.3 IN GROUP R-1 OCCUPANCIES. 907.2 AN APPROVED SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 907.2.1-907.2.24.2 AND NFPA 72. SECTION 907 - FIRE ALARM AND DETECTION SYSTEMS 903.3.1 SPRINKLER SYSTEM INSTALLATION REQUIREMENTS TO BE IN ACCORDANCE WITH NFPA 13 903.1.3 - GROUP A-3 FIRE AREA EXCEEDS 12,000 SF 903.1.2 - GROUP A-2 FIRE AREA EXCEEDS 5,000 SF OTHER AREAS WHERE AUTOMATIC SPRINKLER SYSTEMS ARE REQUIRED: AN APPROVED SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT ALL BUILDINGS WITH A GROUP "R" FIRE AREA. 903.2.8 GROUP R SECTION 903 - WHERE AUTOMATIC SPRINKLER SYSTEMS ARE REQUIRED CHAPTER 9 - FIRE PROTECTION SYSTEMS * NOTE: REQUIREMENTS ABOVE BASE ON FULLY SPRINKLERED BUILDING R-1 B C C A-2 B B C CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS A-3, A-4, A-5 B B C OCC. GROUP EXIT ENCLOSURES & PASSAGEWAYS CORRIDORS ROOMS & SPACES C 75 - 200 0 - 450 B 26 - 75 0 - 450 A 0 - 25 0 - 450 CLASS FLAME SPREAD INDEX SMOKE DEVELOPED ASSEMBLY GRP. A-2 (RESTAURANT-INDOOR & OUTDOOR DINING & LOBBY AT LOWER LEVEL / WALKOUT - LAKESIDE)FLAME SPREAD CLASSIFICATION PER 803.1.2 & TABLE 803.13 RESIDENTIAL GRP: R-1 (HOTEL - TRANSIENT LODGING) OCCUPANCY CLASSIFICATION CHAPTER 8 - INTERIOR FINISHES CHAPTER 3 - BUILDING USE AND OCCUPANCY CLASSIFICATION Footnote (i) Where water is served in restaurants, drinking fountains shall not be required. Footnote (h) A drinking fountain shall not be required in tenant spaces having an occupant load of less than 50. Footnote (d) The occupant load for seasonal outdoor seating and entertainment areas shall be included when determining the min. number of facilities req'd. SMOKE BARRIERS 1 1/3 SERVICE/MOP SINK PROVIDED IN JANITOR CLOSETS ON LOWER LEVEL AND LEVEL-2. 1 3/4 2 1 1/2 LAVATORIESEXTERIOR WALLS 3 1 1/2 WATER CLOSETS 0.5 1/3 OTHER FIRE PARTITIONS 1 3/4 CHAPTER 1307 - ELEVATORS AND RELATED DEVICES; ASME A18.1-2017 w/ MN AMENDMENTS (FOR LIFT) 0.5 1/3 RESIDENTIAL GRP R-1 13 GUEST ROOMS 1 PER EACH SLEEPING UNIT INCLUDES TUB/SHOWER = 13 REQUIRED 13 SHOWN OK ELEVATOR CODE :2020 MN STATE BUILDING CODE FIRE PARTITIONS:CORRIDOR WALLS; SLEEPING UNIT SEPARATIONS (Type VB) 1 1/3 OCCUPANT GROUPS HOTEL GRP R-1 REQUIRED PROVIDED OTHER FIRE BARRIERS 1 3/4 LEVEL 2 - REQUIRED PLUMBING FIXTURE COUNTS AMERICANS WITH DISABILITIES ACT (ADA) 2010 STANDARDS FOR ACCESSIBLE DESIGN 2009 ICC ANSI 117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES FIRE WALL AND FIRE BARRIERS HAVING A REQ'D FIRE-RESISTIVE RATING GREATER THAN 1 HOUR 1 1 DRINKING FOUNTAINS 0 / 500 = 0.00 5 / 100 = 0.05 0.05 i 2018 INTERNATIONAL BUILDING CODE LAVATORIES - FEMALE 0 / 200 = 0.00 3 / 40 = 0.08 0.08 1 CHAPTER 1341 - MN ACCESSIBILITY CODE SHAFT, EXIT ENCLOSURES AND EXIT PASSAGEWAY WALLS 2 1 1/2 LAVATORIES - MALE 0 / 200 = 0.00 3 / 40 = 0.08 0.08 1 ACCESSIBILITY CODE :2020 MN STATE BUILDING CODE 1 1/2 1 1/2 WATER CLOSETS - FEMALE 0 / 65 = 0.00 3 / 25 = 0.12 0.12 2 MN ENERGY CODE W/ ANSI OR ICC STANDARD 2 1 1/2 WC PLUS URINALS - MALE 0 / 125 = 0.00 3 / 25 = 0.12 1 PER EACH SLEEPING UNIT INCLUDES TUB/SHOWER = 12 REQUIRED 12 SHOWN OK 0.12 2 ENERGY CODE :2020 MN STATE BUILDING CODE FIRE WALL AND FIRE BARRIERS HAVING A REQ'D FIRE-RESISTIVE RATING GREATER THAN 1 HOUR 3 3 GROUP A-3 GROUP B HOTEL GRP R-1 REQUIRED PROVIDED 2018 INTERNATIONAL FIRE CODE 4 3 RESIDENTIAL GRP R-1 12 GUEST ROOMS FIRE / LIFE SAFETY CODE :2020 MN STATE FIRE CODE RATING PROTECTION BUSINESS GROUP B 6 OCCUPANTS / 2 PER GENDER = 3 MALE AND 3 FEMALE 2020 NATIONAL ELECTRICAL CODE TYPE OF ASSEMBLY REQUIRED ASSEMBLY MIN OPENING ASSEMBLY GROUP A-3 0 OCCUPANTS / 2 PER GENDER = 0 MALE AND 0 FEMALE CHAPTER 131 - MN ELECTRICAL CODE TABLE 716.1(2)OCCUPANT GROUPS ELECTRICAL CODE :2020 MN STATE BUILDING CODE LEVEL 1 - REQUIRED PLUMBING FIXTURE COUNTS 2018 INTERNATIONAL MECHANICAL CODE CHAPTERS 2 TO 15 CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES CHAPTER 1346 - MN MECHANICAL CODE FUEL GAS CODE DRINKING FOUNTAINS N/A MECHANICAL CODE :2020 MN STATE BUILDING CODE LAVATORIES - FEMALE 125 / 200 = 0.63 2 / 40 = 0.05 0.68 0 CHAPTER 4714 - MN PLUMBING CODE LAVATORIES - MALE 125 / 200 = 0.63 2 / 40 = 0.05 0.68 0 PLUMBING CODE :2015 MN STATE BUILDING CODE WATER CLOSETS - FEMALE 125 / 75 = 1.67 2 / 25 = 0.08 1.75 0 2018 INTERNATIONAL BUILDING CODE ROOF CONSTRUCTION 0 HOUR WATER CLOSETS - MALE 125 / 75 = 1.67 2 / 25 = 0.08 1.75 0 STRUCTURAL CODE :2020 MN STATE BUILDING CODE FLOOR CONSTRUCTION 0 HOUR . GROUP A-2 GROUP B HOTEL GRP R-1 REQUIRED PROVIDED SO THAT A SPHERE SIX INCHES IN DIAMETER CANNOT PASS THROUGH." -ITEM 3; "OPEN GUARDRAILS MUST HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN **** FUTURE TENANT BUILD OUT WILL PROVIDE PLUMBING COUNT REQUIREMENTS FOR LOWER LEVEL SPACE. THERE ARE 2 FEMALE AND 2 MALE FIXTURES ON LEVEL 1 WHICH IS ONE LEVEL ABOVE 1991 MINNESOTA RULES MINNESOTA RULES AMENDMENT; UBC SECTION 1711 IS AMENDED TO READ AS FOLLOWS: ORIGINAL CERTIFICATE OF OCCUPANCY PERMIT NO. 95-09; DATED 08/31/1995 ORIGINAL CONSTRUCTION:MINNESOTA STATE BUILDING CODE; ADOPTION OF 1991 UNIFORM BUILDING CODE INTERNATIONAL EXISTING BUILDING CODE (IEBC) SECTION 305 (SECTION 301.3.2; WORK AREA COMPLIANCE METHOD; SECTION 604, LEVEL 3 ALTERATIONS) INTERIOR NON-BEARING WALLS 0 HOUR RESIDENTIAL GRP R-1 0 GUEST ROOMS BUILDING CODE :2020 MN STATE BUILDING CODE (2018 IBC w/ MN AMENDMENTS; 2020 MN CONSERVATION CODE FOR EXISTING BUILDINGS NR (> 30 FT) BUSINESS GROUP B 2 OCCUPANTS EXTERIOR NON-BEARING WALLS 1 HR (10 <= X < 30 FT)* WALLS SEPARATING SLEEPING UNITS SHALL BE MIN. 1/2 HOUR FIRE RESISTIVE FIRE PARTITION PER SECTION 708.3 ASSEMBLY GROUP A-2 (d) 250 OCCUPANTS / 2 PER GENDER = 125 MALE AND 125 FEMALE APPLICABLE CODES AND REGULATIONS:INTERIOR BEARING WALLS 0 HOUR OCCUPANT GROUPS EXTERIOR BEARING WALLS 0 HOUR LOWER LEVEL - REQUIRED PLUMBING FIXTURE COUNTS STRUCTURAL FRAME 0 HOUR 602.5 TYPE V. STRUCTURAL ELEMENTS, EXTERIOR WALLS, AND INTERIOR WALLS ARE OF ANY MATERIAL PERMITTED BY THIS CODE. ELEMENT TYPE VB ALSO REFER TO CODE PLAN SHEETS FOR OCCUPANT LOAD COUNTS TABLE 601 TABLE 2902.1 - MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESREQUIREMENTS BASED ON LOCATION ON PROPERTY FOR FIRE SEPARATION DISTANCE PER TABLE 602 THIS IS A SUMMARY OF APPLICABLE CODES RELATIVE TO A REMODELING OF AN EXISTING BUILDING. THE PROJECT CONSISTS OF A 3 LEVEL NON-CUMBUSTIBLE STRUCTURE OF CONCRETE BLOCK, STEEL COLUMNS, BEAMS, AND BAR JOIST. EXTERIOR WALL SYSTEM IS COLD FORMED METAL STUD FRAMING WITH FACE BRICK VENEER. THE ROOF STRUCTURE IS WOOD ENGINEERED HIPPED ENGINEERED TRUSSES BEARING ATOP STEEL BEAMS AND CMU WALLS. THE EXISTING FACILITY IS OF A 'WALK-OUT' DESIGN WITH THE MAIN ENTRANCE LEVEL AT STREET GRADE PLANE. THIS SUMMARY IS INTENDED TO ILLUSTRATE HIGHLIGHTS OF VARIOUS CODE REQUIREMENTS; HOWEVER, IS NOT INTENDED TO ILLUSTRATE ALL REQUIREMENTS TO BE MET. CHAPTER 6 - CONSTRUCTION TYPE REQUIREMENTS CHAPTER 29 - PLUMBING SYSTEMS CODE REVIEW SUMMARY CODE REVIEW SUMMARY CONTINUED CODE REVIEW SUMMARY CONTINUED 3/32" = 1'-0"1 Code Section Looking East - 1 3/32" = 1'-0"3 Code Section Looking North 3/32" = 1'-0"2 Code Section Looking East - 2 ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 ABOVE GRADE PLANE STORIES ABOVE GRADE PLANE Reviewed for Building Code Compliance UP DN UP UP DN UP UP DN DN 1 HOUR RATED PARTITION 150 SF 200 3R2 OCCUPANCY GROUP OCCUPANCY LOAD ROOM AREA OCCUPANCY LOAD FACTOR CODE LEGEND OCCUPANT COUNT EXITING WALL RATING PATTERNS OCCUPANCY LOAD EXITING TAG # FIRE EXTINGUISHERS FEC PATH OF EGRESS TRAVEL DISTANCE DOOR WIDTH PROVIDED STAIRWAY WIDTH PROVIDED XX" YY" X" Y" DOOR WIDTH REQUIRED STAIRWAY WIDTH REQUIRED 1 1FB ROOM OCCUPANCY TAG 1 HOUR RATED FIRE BARRIER 2FB 2 HOUR RATED FIRE BARRIER SB SMOKE BARRIER 75' R AD IU SPATH OF TRAVEL X'-X" START POINT 30 MINUTE RATED PARTITION30 Min CODE REVIEW KEY NOTES HORIZONTAL FLOOR SEPARATION BETWEEN GUEST ROOMS OF GROUP R-1 TO BE 30-MIN. PER SECTION 711.2.4.3 EXTERIOR BEARING WALL OF TYPE VB BUILDING TO BE 0 HOURS PER TABLE 601 FIRE PARTITION SEPARATION BETWEEN GUEST ROOMS OF GROUP R-1 TO BE 30-MIN. PER SECTION 708.3 EX.2 250'-0" MAX TRAVEL DISTANCE FOR R-1 and A OCCUPANCY PER TABLE 1017.2 LOCATION OF POSTED MAXIMUM OCCUPANT LOAD SIGN- ALSO REFER TO DETAIL 4/A0.01 NOT USED EXISTING EGRESS GATE TO REMAIN IS PROVIDED AT LEVEL OF DISCHARGE REQUIRED PER SECTION 1023.8 NOT USED NOT USED CORRIDOR WALLS SHALL BE CONSTRUCTED AS FIRE PARTITIONS, PER SECTION 1020.1 AND SECTION 708 STAIR SHAFT ENCLOSURE SHALL BE CONSTRUCTED AS 1-HR FIRE BARRIERS IN ACCORDANCE WITH SECTION 713 AND SECTION 1023 (SECTION 802.2.1 OF CONSERVATION CODE). SHAFT ENCLOSURE SHALL BE CONSTRUCTED AS 2-HR FIRE BARRIER IN ACCORDANCE WITH SECTION 1011.7.2 OF CONSERVATION CODE. NOT USED ELEVATOR SHAFT ENCLOSURES SHALL BE 2-HR SHAFT ENCLOSURES COMPLYING WITH SECTION 713 ENCLOSURE AT THE BOTTOM OF A SHAFT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 713.11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 NOTE: ALL CODE KEYNOTES REFERENCE MN-STATE BUILDING CODE, UNLESS NOTED OTHERWISE WALKING SURFACES OF AN ACCESSIBLE ROUTE SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:20 AND A CROSS SLOPE NOT STEEPER THAN 1:48. 1 A B C D E F 2 3 4 5 6 7 9 10 11 12 13 1 A0.00 1 A0.00 ELEV. 3 A0.00 3 A0.00 1453 SF A-2 75 15 1421 SF A-3 95 15 131' -1" 9.6" 12.8" 33" 44" 9.6" 12.8" 69" 52" FEC EXISTING FIRE SPRINKLER RISER EXISTING WATER SERVICE 2782 SF B 19 150 100' - 0"2 FB2 FB1 FB 1 FB2 FB2 FBOUTDOOR DINING INDOOR RESTAURANT DINING FUTURE RESTAURANT TENANT 6.15" - 33" - 37 - 20.1 - 54" 2 A0.00 2 A0.00 597 SF A-2 3 200 1752 SF A-2 75 15 1072 SF A-2 6 200 1 FB 12 1216 13 89 SF S-2 1 300 152 SF S-2 1 300 120 SF S-2 1 300 ELEV. LOBBY STAIR B STAIR A MAINT.ELEC.MECH.ELEV. EQUIP. 4 30 Min FP 58' -6"381 / 3 r d Di a g o n a l Di s t. Re q ' d . 8 5 ' - 2 "67' -6"TO SECURITY GATE AT TOP OF EXISTING SITE STAIR FEC67' -6"11 - 20.1" - 60" BOH LAUNDRY 228 SF S-2 1 300 FUTURE TENANT IMPROVEMENT OCCUPANT LOAD OF THIS SPACE TO COMPLY WITH AGREEMENTS WITH CITY PLANNING COMMISSION; 75 DINERS FUTURE TENANT IMPROVEMENT OCCUPANT LOAD OF THIS OUTDOOR SPACE TO COMPLY WITH AGREEMENTS WITH CITY PLANNING COMMISSION; 75 DINERS. 5 FUTURE HOTEL LOBBY (NOT IN THIS CONTRACT) PLUMBING FIXTURES, FIRE EXTINGUISHERS, AND EXITING PROVIDED IN TENANT BUILD-OUT PER CODE LOCATED ON FUTURE WALL (NOT IN THIS CONTRACT) PLUMBING FIXTURES, FIRE EXTINGUISHERS, AND EXITING PROVIDED IN TENANT BUILD-OUT PER CODE HANDICAP ACCESSIBLE RAMP @ 1:12 SLOPE BY FUTURE TENANT IMPROVEMENTS 1 OCCUPANCY LEGEND (none)R-1 A B C D E F 2 3 4 5 6 7 9 10 11 12 13 1 A0.00 1 A0.00 ELEV. 281 SF Guest Decks 282 SF Common Deck 281 SF Guest Decks 3 A0.00 3 A0.00 1608 SF R-1 9 200 3765 SF R-1 19 200 645 SF R-1 4 200 112' - 5 1/2" 1 FB2 FB2 FB1 FB 2 FB2 FB30 Min FP 30 Min FP 30 Min FP 30 Min FP 30 Min FP 30 Min FP 30 Min FP Fully Accessible GUEST ROOM #4 GUEST ROOM #2 GUEST ROOM #3 GUEST ROOM #9 GUEST ROOM #8 GUEST ROOM #8B GUEST ROOM #2 REV GUEST ROOM #2 GUEST ROOM #4 REV GUEST ROOM #1 REV GUEST ROOM #1 GUEST ROOM #5 92' -9" 2 A0.00 2 A0.00 EXIST. FIRE SPRINKLER RISER OUTDOOR BALCONYOUTDOOR BALCONY OUTDOOR BALCONY MEN 153' - 4"74' - 0"3 3 12 12 16 STAIR A JAN.ELEV. LOBBY GUEST ROOM #7 GUEST ROOM #6 ENTRY CORRIDOR STAIR B 13 EXIST. FIRE DEPT. CONNECTION AND HORN EX ELEC 63' -7"3 3 4 3 8 8 7 30 Min FP 30 Min FP 30 Min FP EXISTING STAIR-GATE 58' -6"1310101.5" - 33" - FEC FEC 30 Min FP 30 Min FP 11 1111 11 1.5" - 69" -758611.3 - 33" - 12.9 - 66" - WOMEN 1 A B C D E F 2 3 4 5 6 7 9 10 11 12 13 1 A0.00 1 A0.00 ELEV. SEE 3002.4 exception MEETS 406.4 of MN Accessibility Code 3763 SF R-1 19 200 283 SF Guest Decks 283 SF Guest Decks 282 SF Guest Decks 153' - 4"74' - 0"3 A0.00 3 A0.00 125' - 1 1/2"2 FB2 FB1 FB 2 FB2 FB1 FB 30 Min. FB 30 Min. FB30 Min. FB 30 Min. FB 30 Min. FB 30 Min. FB 30 Min. FB 30 Min. FB 30 Min. FB 30 Min. FB 30 Min. FB GUEST BALCONY 30 Min. FB GUEST ROOM #10 GUEST ROOM #3B GUEST ROOM #8 GUEST ROOM #8B GUEST ROOM #5 GUEST ROOM #6 GUEST ROOM #7 GUEST ROOM #2 REV GUEST ROOM #2 GUEST ROOM #4 REV GUEST ROOM #1 GUEST ROOM #1 REV 1.5" 2.0" 33" 44" 92' -3" 2 A0.00 2 A0.00 EXISTING FIRE SPRINKLER RISER GUEST BALCONY GUEST BALCONY OPEN TO BELOW 12GUEST ROOM #9 3 12 12 STAIR A STAIR B 206 SF B 2 150 13 1600 SF R-1 8 20068' -4"4 3 ELEV. LOBBY JAN. CORRIDOR 30 Min. FB 3 3 3 BREAK ROOM 59' -6"10111.5" - 69" - 1.8" 2.4" 33" 48" 651 SF R-1 4 200 FEC FEC 11 111111 3 Fully Accessible MAXIMUM OCCUPANCY XX SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE; LOCATION AS DENOTED ON CODE PLAN. LETTER HEIGHT TO CONSIST OF MIN. 1" BLOCK LETTERS AND NUMBERS ON CONTRASTING BACKGROUND SO AS TO BE READILY VISIBLE. A SIGN WITH CHANGEABLE NUMBERS IS NOT PERMITTED. BACKGROUND COLOR AND LETTER COLOR, LETTER FONT AND FINAL LETTER HEIGHT EXCEEDING 1", TBD. MAXIMUM OCCUPANT LOAD COUNT- AS DENOTED ON CODE PLAN6"SIGN SHALL BE POSTED BETWEEN48" TO BOTTOM AND 60" TO TOP OF SIGN, ABOVE FINISH FLOOR**TO BE PROVIDED IN FUTURE TENANT BUILD-OUT PER CODE ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:54:49 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 CODE PLANS A0.01 D. MEHOK Date:___06/09/2023_____ 3/32" = 1'-0"1 00-LOWER LEVEL CODE PLAN 3/32" = 1'-0"2 01-L1 CODE PLAN 3/32" = 1'-0"3 02-L2 CODE PLAN NN N ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 6" = 1'-0"4 MAXIMUM OCCUPANT LOAD SIGN DETAIL Reviewed for Building Code Compliance T T T TR TR TR C C E UP DN 1 A A1.10 1 BIKE RACKS - REINSTALL TRASH ACCESSIBLE ENTRANCE / EXIT 99' - 11 1/2" MAINE ENTRY LEVEL FLR. EL. =951.45' (approx.) LOWER LEVEL FLR. EL. =939.0' (approx.) NON-ACCESSIBLE ENTRANCE / EXIT NEW CONCRETE STEPS & RAILINGS NON-ACCESSIBLE ENTRANCE / EXIT GUEST PATIO GUEST PATIO GUEST PATIO EXISTING FDC WATER SERVICE EXISTING NEIGHBOR BUILDINGNEW DECK EXPANSION ACCESSIBLE ENTRANCE / EXIT PROVIDE WHITEWASH FINISH OVER EXISTING MONUMENT DN ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:54:50 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 ARCHITECTURAL SITE PLAN A1.00 D. MEHOK Date:___06/09/2023_____ 3/32" = 1'-0"1 ARCHITECTURAL SITE PLAN N ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 PRE-FABRICATED ALUMINUM RAMP - BY OWNER FLAGPOLE; REFER TO DETAILS ON A1.11 Reviewed for Building Code Compliance 15" RCPSHORELINEROCK WALL DIRT D UP DN 1D E F 2 3 4 5 6 7 9 10 11 12 13 100' - 0" A 2.00 2 A1.10 3 A1.10 2 3 A1.11 CONCRETE STAIR AND LANDING ROUTE -EXISTING REFINISH EXISTING GUARDRAIL SYSTEM EX CONC. S.O.G. PATIO REFINISH EXISTING DECKING CONC. S.O.G. PATIO -EXISTING REFINISH EXISTING DECKING BLDG. DECK28' - 0"12' - 0"76' - 0"39' - 4"38' - 0"5' - 2" 5' - 0" REFINISH EXIST. GUARDRAIL SYSTEM REFINISH EXISTING DECKING REFINISH EXISTING GUARDRAIL SYSTEM SEE FOR TYP. ELEVATION OF RAILING A1.11 8 NEW DECK EXPANSION W/ EXISTING RAILING RELOCATED, NEW FACIA TO MATCH EXISTING2 1/2"REFINISH EXISTING/RELOCATED GUARDRAIL SYSTEM FLAGPOLE14' - 6 1/4" 4' - 2" DN PRE-FABRICATED ALUMINUM RAMP - HANDICAP ACCESSIBLE AT 1:12 SLOPE, BY OWNER. SEE STRUCTURAL FOR FOOTING REQUIREMENTS -VERIFY WITH RAMP SUPPLIER FOR FOOTING ATTACHMENT LOCATIONS PANIC OUT/ KEYED ACCESS IN @ NEW GATE 100' - 0" 98' - 10"96' - 5"94' - 4" 1 LL 100' -0" 2 3 4 A1.11 8 Sim 34 LL 100' -0" 11 12 13 A1.11 8 Sim * REFER TO SHEET A3.00 FOR EXTERIOR ELEVATION KEY NOTES ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:54:53 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 OUTDOOR AMENITY PLAN & ELEVATIONS A1.10 D. MEHOK Date:___06/09/2023_____ 3/16" = 1'-0"1 OUTDOOR AMENITY PLAN N 1/4" = 1'-0"3 Exterior Fireplace & Sound Wall and Railing (South) 1/4" = 1'-0"2 Exterior Elev. - Outdoor Guest Deck (South) ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance INSPECTOR NOTE: The pre-manufactured aluminum ramp from the deck area to the dock area appears to be an accessible route and shall have landings a minimum of 60” in length and where the ramp changes direction the ramp landing shall be a minimum of 60” x 60”. (2020 Minnesota State Accessibility Code, ICC A117.1, Section 405) LL 100' -0" EXIST. CONCRETE PIER FDN. SYST. EXIST. DECK STRUCTURE REFINISH EXIST. GUARDRAIL SYST. (TYP.) 42" ABOVE DECKING (TYP) TOP OF GUARDRAIL NEW RIM BOARD FASCIA (TYP.) PROVIDE NEW BLOCKING AS REQ'D FOR MOUNTING OF GUARDRAILS, LIGHT POLES, AND EQUIPMENT REFINISH EXIST. DECKING MATCH EXIST HT1'-4" +/-3 A1.11 L2 125' -1 1/2" E 42" ABOVE DECKING- VFY. ALL TOP OF GUARDRAIL REFINISH ENTIRE EXIST. GUARDRAIL SYST. (TYP.) NEW PREFIN. MTL. FASCIA REFINISH EXIST. DECKING EXIST. DECK STRUCTURE UNDERDECK DRAINAGE SYSTEM1' - 4"EXIST. BRICK COL. ENCLOSURE- AS SHOWN IN PLANS 42" ABOVE DECKING- VFY. ALL T.O. EXIST GUARDRAIL END POST 4 A1.11 SIMSTANDARD FLAG ARRANGEMENT 4' X 6' NEOPRENE COATED STEEL COUNTERWEIGHT NYLON BEADED RETAINER RING GEARLESS SELF LOCKING WINCH ALUMINIUM FLASH COLLAR 3000 PSI CONCRETE HARDWOOD WEDGES DRY SAND TIGHTLY TAMPED AFTER ALIGNING POLE FOUNDATION SLEEVE 16 GA HOT DIP GALVANIZED STEEL SELF CENTERING WEDGES 1/4" STEEL BASE PLATE 1/4" STEEL SUPPORT PLATE WELDED TO GROUNDING SPIKE 8" 1' - 4" 2' - 6"1' - 0"6" 3' - 0"FND 3' - 6"ACCESS DOOR4' - 0"STRAIGHT PORTION 16'-0"TAPERED PORTION 11'-6"VERIFY EXISTINGPOLE LENGTH 27'-0"VERIFY EXISTINGOVERALL LENGTH 28'-0"REUSE EXISTING FLAB POLE ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:54:55 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 ENLARGED OUTDOOR AMENITY PLANS & DETAILS A1.11 D. MEHOK Date:___06/09/2023_____ 1" = 1'-0"3 WALL SECTION @ OUTDOOR RESTAURANT RAILING N ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 1" = 1'-0"8 TYP. RAILING ELEVATION AT LL DECK 1" = 1'-0"4 SECTION DETAIL @ BALCONY RAILING 1" = 1'-0"9 ENLARGED ELEVATION @ TYPICAL RAILING AT BALCONY 3/8" = 1'-0"11 FLAGPOLE BASE SECTION DETAIL Reviewed for Building Code Compliance UP UP UP DN GENERAL FLOOR PLAN NOTES 1. GUEST ROOM DEMISING WALLS TO BE TYPE U.N.O. 2. REFER TO SHEET A6.01 FOR INTERIOR WALL AND PARTITION TYPES. 3. ABBREVIATION "FEC" DENOTES FIRE EXTINGUISHER AND CABINET; CONFIRM ANY UNIQUE LOCATION REQUIREMENTS w/ LOCAL AHJ. 4. ABBREVIATION "CG" DENOTES CORNER GUARD LOCATIONS. REFER TO INTERIOR DRAWINGS AND/OR SPECIFICATION FOR CG STYLE AND MATERIAL. 5. REFER TO STRUCTURAL PLANS FOR NEW LINTELS AND COLUMN LOCATIONS. 6. REFER TO SHEETS A2.20 and A2.21 FOR GUEST ROOM PLANS. 7. COORDINATE AND PROVIDE FOR RE-INSTALLATION OF REFURBISHED GUARDRAIL SYSTEMS ATOP NEW DECKING. 8. PATCH TO MATCH NEW ANY MATERIAL OR SURFACE SYSTEM DISTURBED BY PERFORMANCE OF CONSTRUCTION. 9. REFER TO CIVIL SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. 10. REFER TO FOOD SERVICE PLANS FOR ALL EQUIPMENT AND WALL LAYOUT CONFIRMATIONS. 11. REFER TO WINDOW MFR. SHOP DRAWINGS FOR ALL WINDOW AND EXTERIOR DOORWAY ROUGH OPENING REQUIREMENTS. 12. REFER TO SHEET AD1.00 FOR NEW/EXISTING/DEMOLITION PLAN LEGEND C3 B 2 DIMENSIONING STANDARDS 1. AT MASONRY WALLS, DIMENSIONS ARE TO FACE OF MASONRY. 2. AT NON-MASONRY EXTERIOR WALLS, WALL DIMENSIONS ARE TO EXTERIOR FACE OF SHEATHING. 3. SHAFT WALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD ON SHAFT SIDE. 4. AT INTERIOR WALLS, DIMENSIONS ARE TO CENTERLINE OF WALL (SEE INTERIOR PARTITION TYPES FOR DIAGRAM OF WALL CORE). 5. DOOR LOCATIONS: INSIDE FACE OF (HINGE SIDE) DOOR JAMB SHALL BE 4 1/2" FROM FINISH FACE OF ADJACENT WALL (OR 4" FROM FINISH FACE OF ADJACENT CMU WALL), UNLESS NOTED OTHERWISE. * ALL DIMENSIONS FOLLOW THESE STANDARDS UNLESS NOTED OTHERWISE. 1 A A3.00 2 A3.00 4 B C D E F 2 3 4 5 6 7 9 10 11 12 13 100' - 0" ELEV. EQUIP. 021 ELEC. 022 MECH. 023 STAIR B FUTURE RESTAURANT TENANT 008 MAINT. 008B STAIR A A-0 ELEV. LOBBY 020 51"81" A4.00 1 A4.00 6 A4.00 10 A 2.00 4 A1.10 1 153' - 4"74' - 0"7' - 4"2' - 8"1' - 4"4' - 0"16' - 8"34' - 0"8' - 0"24' - 0"42' - 0"12' - 8" 26' - 8" 31' - 4" 14' - 4" 19' - 8" 23' - 5" 25' - 3" A2.10 1 1' - 4"NEW WINDOW6' - 8" 1' - 4"1' - 4"6' - 8"2' - 8"1' - 4"4' - 0"7' - 4"10' - 0"8' - 0"11' - 4" 39' - 4" 38' - 0" 018 BOH LAUNDRY 018 MOVEABLE PANTERS 12' - 8"INFILL15' - 4" 8' - 7" 9" 12' - 8" NEW DECK EXPANSION & NEW RAILING M8 X1FB 0 008B A-0 021 022 023 B-0 1' - 3"NEW BEAM LINE AT EXPANSION (BELOW) - - 1 EC6 B 2 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 C1 B 1 C1 B 1 C1 B 1 C1 B 1 C1 B 1 DN PRE-FABRICATED ALUMINUM RAMP - BY OWNER FUTURE HOTEL LOBBY (NOT IN THIS CONTRACT) PLUMBING FIXTURES, FIRE EXTINGUISHERS, AND EXITING PROVIDED IN TENANT BUILD-OUT PER CODE (NOT IN THIS CONTRACT) PLUMBING FIXTURES, FIRE EXTINGUISHERS, AND EXITING PROVIDED IN TENANT BUILD-OUT PER CODE ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:54:57 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 FLOOR PLAN - LOWER LEVEL A2.00 D. MEHOK Date:___06/09/2023_____ 3/16" = 1'-0"1 00-Lower Level - Floor Plan N ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance INSPECTOR NOTE: REFER TO PLAN SHEET A6.01 FOR SPECIFIC WALL DETAILS INSPECTOR NOTE: REFER TO PLAN SHEET A0.01 FOR SPECIFIC RATED WALL ASSEMBLY LOCATIONS INSPECTOR NOTE: REFER TO PLAN SHEET A6.30 FOR THE DOOR SCHEDULE TO VERIFY REQUIRED DOOR RATING SEPARATE PERMIT REQUIRED TO FINISH THE INTERIOR OF THE FUTURE RESTAURANT AREA AS INDICATED IN HATCHED AREA SEPARATE PERMIT REQUIRED TO FINISH THE INTERIOR OF THE FUTURE HOTEL LOBBY AREA AS INDICATED IN HATCHED AREA DN DN UP UP 1 A A3.00 2 A3.00 4 A3.00 3 A3.00 1 5' - 3 13/16"15' - 0" B C D E F 2 3 4 5 6 7 9 10 11 12 13 GUEST ROOM #5 107 ENTRY 118 VEST. 117 STAIR A A-1 JAN. 121 ELEV. LOBBY 120 A4.00 2 A4.00 7 A4.00 11 MEN 122 GUEST ROOM #8 105 ENCLOSED WC - LARGE GUEST ROOM #3 103 ENCLOSED WC - SMALL GUEST ROOM #2 102 STANDARD GUEST ROOM #4 101 ENCLOSED WC - END BAY GUEST ROOM #1 113 CORRIDOR 100 GUEST ROOM #7 109 GUEST ROOM #2 REV 110 STANDARD GUEST ROOM #4 REV 112 ACCESSIBLE 153' - 4" 12' - 8" 26' - 8" 16' - 4" 15' - 0" 34' - 0" 23' - 5" 25' - 3" C3 B30 MIN FP 4C3 B30 MIN FP 4 GUEST ROOM #9 104 ENCLOSED WC - CREW C6 B30 MIN FP 2 EX. TRANSF. EX. ELEV.1' - 4"24' - 0"4' - 0"16' - 8"34' - 0"8' - 0"74' - 0"8' - 0"24' - 9"8"9"9"8' - 9" 8' - 0" 24' - 6"34' - 0"NEW ALUM. ENTRANCE SYSTEM w/ AUTOMATIC DOORWAY SYST. 7' - 4"8"7' - 4"5' - 8"1' - 4"A6.41 5 NEW MFR. MTL BALCONY NEW MFR. MTL BALCONY NEW MFR. MTL BALCONY SF2 38' - 0" 9" 8" 38' - 0" 39' - 4" 38' - 0" SF1 GUEST ROOM #6 108 C3 B30 MIN FP 4 GUEST ROOM #8B 106 ENCLOSED WC - LARGE 5' - 8"5' - 11 3/4" DOWNSPOUT DRAIN FROM CANOPY ROOF 9' - 0" 12' - 8 5/8"1' - 6"STAIR B B-1 C3 B30 MIN FP 4 C3 B30 MIN FP 4 C3 B30 MIN FP 4 C3 B30 MIN FP 4 C3 B30 MIN FP 4 C3 B30 MIN FP 4 FEC FEC EX STAIR-GATE 1' - 2"1' - 4"INFILL6' - 8"5/8" HALL 100A 100A EXISTING STAIR-GATE INFILL15' - 4"INFILL6' - 8"1' - 4"1' - 4" INFILL 3' - 0" 8' - 4"1' - 4"INFILL5' - 10"10"1' - 4"INFILL5' - 10"10"1' - 4"INFILL5' - 10"10"1' - 4"INFILL6' - 8"1' - 4"INFILL15' - 4"1' - 4"INFILL6' - 8"9' - 3" INFILL 3' - 0" 1' - 4" TRANSLUCENT FILM ON WINDOW GUEST ROOM #2 111 STANDARD REFINISH EXIST. GUARDRAIL SYST. REFINISH EXISTING DECKING 117B 117A C6 B30 MIN FP 4 FEC 7' - 7 13/32" 12' - 8" 13' - 0" 24' - 4" 8" 11' - 8" 8" 12' - 0" 8" 11' - 8" 8" 8" 11' - 4" 1' - 4" 11' - 4" 8" 8" 11' - 4" 8" 13' - 0" 12' - 0" 8" 11' - 8" SD-B1SD-A1SD-B1 SD-C1SD-C1 SD-A1 SD-B1 SD-C1 SD-B1 SD-A1 SD-B1 SD-B1 GUEST ROOM #1 REV 114 C6 B30 MIN FP 4 C6 B30 MIN FP 4 C3 B30 MIN FP 4 C3 B30 MIN FP 4 C6 B30 MIN FP 4 C6 B30 MIN FP 2 C3 B30 MIN FP 2 C3 B30 MIN FP 2 C3 B30 MIN FP 2C3 B30 MIN FP 2 SF4SF4SF7 B-1BB-1A120 121118A-1BOTTLE FILLER *ACCESSIBLE COMMUNICATION FEATURES *ACCESSIBLE COMMUNICATION FEATURES NEW STEPS & RAILING INFILL6' - 0"3' - 0"1' - 2"1' - 4 7/8"WOMEN 123 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 PROVIDE ELEC/DATA HERE FOR RECEPTION 8"100B6"* REFER TO SHEET A2.00 GENERAL FLOOR PLAN NOTES * REFER TO SHEET A6.00 FOR WALL TYPE GENERAL NOTES * REFER TO SHEET A6.01 FOR INTERIOR PARTITION TAG LEGEND * REFER TO SHEET A6.00 FOR EXTERIOR WALL TAG LEGEND ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:54:58 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 FLOOR PLAN - LEVEL 1 A2.01 D. MEHOK Date:___06/09/2023_____ 3/16" = 1'-0"1 01-L1-Floor Plan N ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance INSPECTOR NOTE: REFER TO PLAN SHEET A6.01 FOR SPECIFIC WALL DETAILS INSPECTOR NOTE: REFER TO PLAN SHEET A0.01 FOR SPECIFIC RATED WALL ASSEMBLY LOCATIONS INSPECTOR NOTE: REFER TO PLAN SHEET A6.30 FOR THE DOOR SCHEDULE TO VERIFY REQUIRED DOOR RATING DN DN 1 A A3.00 2 A3.00 4 A3.00 3 A3.00 1 B C D E F 2 3 4 5 6 7 9 10 11 12 13 125' - 1 1/2" ELEV. LOBBY 220 JAN. 221 STAIR B B-2STAIR A A-2 OPEN TO BELOW A4.00 3 A4.00 8 A4.00 12 GUEST ROOM #1 213 STANDARD GUEST ROOM #1 REV 214 STANDARD CORRIDOR 200 GUEST ROOM #10 201 CAPTAIN'S QUARTERS GUEST ROOM #3B 203 ENCLOSED WC - SMALL GUEST ROOM #8 205 ENCLOSED WC - LARGE GUEST ROOM #8B 206 ACCESSIBLE GUEST ROOM #5 207 ENCLOSED WC - SMALL GUEST ROOM #6 208 ENCLOSED WC - MEDIUM GUEST ROOM #7 209 ENCLOSED WC - MEDIUM GUEST ROOM #2 REV 210 STANDARD GUEST ROOM #2 211 STANDARD GUEST ROOM #4 REV 212 ENCLOSED WC - END BAY BREAK ROOM 222A 153' - 4"74' - 0"7' - 4"8"7' - 4"5' - 8"A6.41 5 NEW MFR MTL BALCONY NEW MFR MTL BALCONY NEW MFR MTL BALCONY NEW DECKING 8" 5' - 5 11/16"1' - 2"C3 B30 MIN FP 4 C3 B30 MIN FP 4C3 B30 MIN FP 4 C3 B30 MIN FP 4 C3 B30 MIN FP 4 C3 B30 MIN FP 4 C3 B30 MIN FP 4 C3 B30 MIN FP 4 OPEN TO BELOW 221BGUEST ROOM #9 204 ENCLOSED WC - CREW 9' - 0"222AC3 B1FB 2 /4 A2.03 REFER TO FOR CANOPY ROOF PLAN FEC FEC 12' - 8" 12' - 8"9"7"INFILL6' - 8"1' - 4"INFILL15' - 4"5/8" BOTTLE FILLER1' - 4"INFILL6' - 8"1' - 4"1' - 4" INFILL 3' - 0" 8' - 4"1' - 4"INFILL5' - 10"10"1' - 4"INFILL5' - 10"10"1' - 4"INFILL5' - 10"10"EC6 B -4 9' - 3" INFILL 3' - 0" 1' - 4"1' - 4"INFILL6' - 8"1' - 4"INFILL15' - 4"1' - 4"TRANSLUCENT FILM ON WINDOW 5' - 2 1/8" EQ EQ REFINISH EXIST. GUARDRAIL SYST. REFINISH EXISTING DECKING 7' - 6 1/2" C3 B30 MIN FP 2 C3 B30 MIN FP 4 C3 B30 MIN FP 4 C3 B30 MIN FP 2 C3 B30 MIN FP 2 8"11' - 8" 8" 12' - 0" 8" 11' - 8" 8" 11' - 8" 8" 12' - 8" 11' - 8" 8" 8" 11' - 4" 1' - 4" 11' - 4" 8" 8" 11' - 4" 8" 8" 11' - 8" 8" 12' - 0" 8" 11' - 8" 1' - 4" SD-B1 SD-A1 SD-B1 SD-B1 SD-A1 SD-B1 SD-C1 SD-C1 SD-C1 SD-B1 SD-A1 SD-B1 SF9 SF8 SF10 A-2-AA-2-B221A B-2*ACCESSIBLE COMMUNICATION FEATURES *ACCESSIBLE COMMUNICATION FEATURES CLEAR5' - 0" MIN222BSTAFF RR 222B A2.10 4 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - - 1 PHASE 2 CONSTRUCTION200A4' - 0"8"200B6"* REFER TO SHEET A2.00 GENERAL FLOOR PLAN NOTES * REFER TO SHEET A6.00 FOR WALL TYPE GENERAL NOTES * REFER TO SHEET A6.01 FOR INTERIOR PARTITION TAG LEGEND * REFER TO SHEET A6.00 FOR EXTERIOR WALL TAG LEGEND ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:54:59 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 FLOOR PLAN - LEVEL 2 A2.02 D. MEHOK Date:___06/09/2023_____ 3/16" = 1'-0"1 02-L2-Floor Plan N ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance INSPECTOR NOTE: REFER TO PLAN SHEET A6.01 FOR SPECIFIC WALL DETAILS INSPECTOR NOTE: REFER TO PLAN SHEET A0.01 FOR SPECIFIC RATED WALL ASSEMBLY LOCATIONS INSPECTOR NOTE: REFER TO PLAN SHEET A6.30 FOR THE DOOR SCHEDULE TO VERIFY REQUIRED DOOR RATING A B C 4 5 6 7 136' - 10" DN EX RD A3.00 7 A3.00 6 A3.00 5 BUILT-UP ROOF CURB w/ KITCHEN EXHAUST SYST. -SEE MECH. ATTIC ACCESS DOORWAY -NEW DOOR-FRAME-HDWR. ROOF ACCESS DOORWAY -NEW DOOR- FRAME-HDWR.ROOF ACCESS SHIPS LADDER and LANDING NEW MEMBRANE ROOFING SYST. & RIGID INSULATION REFURBISHED EXIST. CLOCK FACING AND WORKS SYST. APPLIED TO NEW SURFACE ELEV. OVER-RUN OPEN TO BELOW A3.00 8 EXIST 15' - 7 5/8" VFY EXIST. ATTIC 301 ROOF ACCESS 300 301C.U.C.U. C.U.EF / SCRUBBER (FUTURE)R.T.U.M.U.A. (FUTURE)1 A A3.00 2 A3.00 4 A3.00 3 A3.00 1 B C D E F 2 3 4 5 6 7 9 10 11 12 13 /2 A2.03 REFER TO FOR ROOF PLAN THIS AREA A2.03 3 A3.10 1 EXIST.GUTTER & DOWNSPOUT EXIST.GUTTER & DOWNSPOUT EXIST.GUTTER & DOWNSPOUT EXIST.GUTTER & DOWNSPOUT EXIST.GUTTER & DOWNSPOUT EXIST.GUTTER & DOWNSPOUT NEW GUTTER & DOWNSPOUT A3.00 8 RD A2.03 4 ID3.0 2 NEWGUTTER & NEW DOWNSPOUT NEWGUTTER - TIE INTO EXISTING GUTTER AND DOWNSPOUT NEWGUTTER - TIE INTO EXISTING GUTTER AND DOWNSPOUT NEWGUTTER & NEW DOWNSPOUT ID7.1 3 ID7.15 ID7.1 4 1.AT FLAT ROOFS PROVIDE R-30 MINIMUM WITH MINIMUM THICKNESS OF 6" AT DRAINS. 2.PROVIDE STANDARD ROOF DRAIN AND SECONDARY OVERFLOW DRAIN AT 2" ABOVE STANDARD ROOF DRAIN. 3.ALL MEMBRANE ROOFS TO SLOPE MIN 1/4" PER FOOT. 4.PLUMBING VENTS NOT SHOWN. 5.PROVIDE CURBS AND FLASHING AT ALL RTU'S. 6.PROVIDE WALKWAY PADS AROUND ALL EQUIPMENT SERVICE ZONES. 7.ROOF DRAINS ARE SHOWN IN EXISTING LOCATIONS. 8. REPLACE EX ATTIC INSULATION WITH NEW ROOF PLAN NOTES SEE FOR FINISHES EXIST. WDW SYST. /2 ID3.0 PROVIDE POWER FOR WEBCAM PROVIDE ELECTRICAL FOR NEW LIGHTING A 5 6 3 A5.00 A 2.00 4 A3.10 1 RD TO DAYLIGHT AT GRADE RIGID INSUL. TAPERED TO DRAIN 1/4" / ft 4' - 0"EQ 15' - 2 1/8" EQ 18' - 5"13' - 9 3/8" VFY4' - 0"2' - 2"6' - 2"+0" +5" +1" +7" +3" 10 A5.20 9 A5.20 ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:55:02 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 ROOF PLANS A2.03 D. MEHOK Date:___06/09/2023_____ 3/16" = 1'-0"2 03-MECH. ROOF 1/8" = 1'-0"1 ROOF PLAN N 1/4" = 1'-0"3 CUPOLA PLAN 1/4" = 1'-0"4 LARGE SCALE CANOPY ROOF PLAN ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance INSPECTOR NOTE: Guards shall be provided where various components that require service and roof hatch openings are located within 10 feet of a roof edge and such edge or open side is located more than 30" above the floor, roof, or grade below. The guard shall extend not less than 30" beyond each end of components that require service. The top of the guard shall be located not less than 42" above the elevated surface adjacent to the guard. If the top of the parapet wall is 42" or greater, than no guard is required as long as the parapet's dimensions meet or exceed the requirement for the required guard. (2020 Minnesota State Mechanical Code, Section 304.11) B 6 STAIR A 018 C6 B 2 C6 B1FB 2 C1 B 1 FH - 1 BOH LAUNDRY 018 1' - 2" 8' - 0" NEW COMMERCIAL DRY NEW FD (AS REQ'D) NEW COMMERCIAL WASH UTILITY SINK IRONER (OPTIONAL) NEW COMMERCIAL DRY NEW COMMERCIAL WASH SHLV.SHLV. DRAIN TROUGH B 9 MILLWORK & REF BY OWNER. PROVIDE ELEC/ PLUMBING FOR REF & ROLL-UNDER SINK LOCKERS BY OWNERSTAFF RR 222B BREAK ROOM 222AROOF ACCESS 200B 222B222A221B 42 41 5250 C6 B 1 C1 B 1 C1 B 1 C3 B1FB 2 BOTTLE FILLER ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:55:03 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 ENLARGED PLANS A2.10 D. MEHOK Date:___06/09/2023_____ 1/4" = 1'-0"1 #018 BOH LAUNDRY N REFER TO SHEET A7.00 FOR TYPICAL MOUNTING DIAGRAMS AND KEYNOTED ITEMS ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 VENTING LOCATION 1/4" = 1'-0"4 LEVEL-2 BREAK ROOM N Reviewed for Building Code Compliance 1.ELECTRICAL CONTRACTOR / DESIGNER IS RESPONSIBLE FOR PROVIDING CODE COMPLIANT LIGHT FIXTURE LAYOUT. FIXTURE LOCATION AND QUANTITY PER ELECTRICAL DRAWINGS. 2.GUEST UNIT INTERIOR PARTITIONS ARE TO BE U.N.O. 3.SEE SHEETS A2.20 & A2.21 FOR GUEST UNIT PALLETE SCHEME DIAGRAM. EACH UNIT FOLLOWS EITHER PALLETE XX or YY or ZZ. 4.SEE STRUCTURAL DRAWINGS FOR BALCONY FRAMING DETAILS. 5.ALL SHOWER SURROUNDS TO BE TILED. 6.SEE SHEET A6.00 FOR FLOOR/ROOF ASSEMBLY. 7.SEE SHEET A6.01 FOR WALL TYPES. 8.SEE SHEET A7.00 FOR STANDARD BLOCKING, MOUNTING HEIGHT, AND ACCESSIBILITY DIAGRAMS. 9.ALL TYPE A GUEST UNITS TO COMPLY WITH 2015 IBC SECTION 1107.6.2.2.1 ACCESSIBLE UNITS. 11.SEE SHEET A7.00 FOR REQUIRED CLEARANCES AT ALL ACCESSIBLE GUEST FIXTURES AND SHOWERS. 12.REFER TO INTERIOR MATERIALS SCHEDULE ON SHEET ID7.0 FOR GYPSUM BOARD FINISH LEVEL AND ADDITIONAL PT INFORMATION. 13.ENSURE ALL OPERABLE PARTS FOR LIGHTS, RECEPTACLES, THERMOSTATS, ELECTRICAL PANELS, ETC ARE LOCATED WITHIN REACH RANGE AND PROVIDE A CLEAR FLOOR SPACE AT ALL ACCESSIBLE GUEST UNIT TYPES. 14.PROVICE REINFORCEMENT FOR WALL, CEILING, OR FLOOR MOUNTED F.F.E. 15. PAINT VERITCAL OF SOFFIT AT VANITY TO MATCH UNDERSIDE 16. SEE INTERIOR COVER SHEET ID0.0 FOR ALL FINISH / LIGHTING TAGS AND INTERIOR KEYNOTES GUEST UNIT PLAN GENERAL NOTES ASSEMBLY TYPE ASSEMBLY TYPES: BK = BOOKSHELF D = DESK I = ISLAND MI = MOBILE ISLAND KS = KITCHEN (STRAIGHT) KL = KITCHEN (L-SHAPE) KU = KITCHEN (U-SHAPE) KD = KEY DROP L = LINEN S = SIDEBOARD V = VANITY P = PANTRY KL-2R ASSEMBLY NUMBER CASEWORK ASSEMBLY TAG GUEST BATHROOM DESIGN TYPE TAG INDICATES ANSI TYPE A UNIT BATHROOM LAYOUT C3 B 2 SHAPE REVERSE STANDARD APPLIANCE PACKAGE SEE SHEET A6.30 FOR UNIT DOOR SCHEDULE FOR DOOR TYPES / DESCRIPTIONS DOOR TYPE TAG A TYPE A P-XX X DIMENSIONING STANDARDS 1. AT MASONRY WALLS, DIMENSIONS ARE TO FACE OF MASONRY. 2. AT NON-MASONRY EXTERIOR WALLS, WALL DIMENSIONS ARE TO EXTERIOR FACE OF SHEATHING. 3. SHAFT WALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD ON SHAFT SIDE. 4. AT INTERIOR WALLS, DIMENSIONS ARE TO CENTERLINE OF WALL (SEE INTERIOR PARTITION TYPES FOR DIAGRAM OF WALL CORE). 5. DOOR LOCATIONS: INSIDE FACE OF (HINGE SIDE) DOOR JAMB SHALL BE 4 1/2" FROM FINISH FACE OF ADJACENT WALL (OR 4" FROM FINISH FACE OF ADJACENT CMU WALL), UNLESS NOTED OTHERWISE. * ALL DIMENSIONS FOLLOW THESE STANDARDS UNLESS NOTED OTHERWISE. C D E F 10 11 GUEST ROOM #3 ENCLOSED WC - SMALL A.112' - 8" 6' - 8 1/4"1' - 2"3' - 2 7/8"8' - 2 1/8"3' - 5 3/16"5' - 8"33' - 11 1/2"C1 B 1 F.2SHOWER CONTROLS TB-18"23 RF-1 - TL-05 CPT-03 B-03 PT-02/ PT-06 TL-04 TL-05 F10 F101' - 6"TL-04 - TL-05 F10 R.2C D E 2 3 A.1F.2 12' - 8"1' - 6"3' - 1"GUEST DECK 1' - 4 7/8"6' - 1 1/4"3' - 5 1/4"GUEST ROOM #2 STANDARD 6' - 8 1/4"26' - 2 5/16"SHOWER CONTROLS 1' - 6" RF-1 - TL-05 CPT-03 B-03 PT-02/ PT-06 F10 F10 TL-04 - TL-05 CL-2 8' - 0"AFF CL-2 8' - 6"AFF CL-1 9' - 6"AFF CL-1 9' - 6"AFF ACCESS PANEL CL-2 8' - 6"AFF 3' - 5 1/4"2' - 0" P-07 P-07 P-08 P-08 P-02 EQ EQ1' - 4"EQ EQ EQEQEQ EQ EQ EQ 3' - 0"ON SINKCENTERL-06 L-06 L-08 A B 2 3 GUEST ROOM #1 STANDARD F.2 12' - 8" 6' - 8 1/4"3' - 5 1/4"6' - 8 7/8"6 7/8"25' - 0"A.1SHOWER CONTROLS 1' - 6" CPT-03 B-03 PT-02/ PT-06 RF-1 - TL-05 F10 F10 TL-04 - TL-05 CL-1 9' - 6"AFF CL-2 8' - 6"AFF CL-2 8' - 0"AFF CL-1 9' - 6"AFF ACCESS PANEL CL-2 8' - 6"AFF 2' - 0"3' - 5 1/4"P-07 ON SINKCENTEREQ EQ 1' - 4"P-07 P-02 P-08 P-08 EQ EQEQEQEQ EQ EQ EQ 6' - 0"2' - 0"L-06 L-06 L-08 CL-2 8' - 0"AFF CL-1 9' - 6"AFF CL-2 8' - 6"AFF CL-1 9' - 6"AFF ACCESS PANEL CL-2 8' - 6"AFF 2' - 0"3' - 5 1/4"P-07 P-07 P-07 P-08 P-08 P-02ON SINKCENTEREQ EQ EQ EQ EQEQEQ EQ 2' - 0"6' - 0"EQEQEQ EQ L-06 L-06 L-08 C D E F 12 13 GUEST ROOM #4 ENCLOSED WC - END BAY 4' - 0"5' - 0"1' - 6"C6 B 1F.2R.2A.1 TB-18"23 RF-1 - TL-05 CPT-03 B-03 PT-02/ PT-06 TL-04 - TL-05 13' - 0 1/2"F10 F10 TL-04 - TL-05 SHOWER CONTROLS 6' - 8 3/8" CL-2 8' - 0"AFF CL-1 9' - 6"AFF CL-1 9' - 6"AFF CL-2 8' - 6"AFF ACCESS PANEL CL-2 8' - 6"AFF P-02 EQ EQ3' - 0"P-07 P-07EQEQEQ EQ EQEQEQ EQ P-08 P-08 EQ EQ EQEQP-07 L-06 L-06 L-08 1 B C D E 2 GUEST ROOM #4 REV ACCESSIBLE3' - 4 7/8"10' - 0 1/2"6' - 6 1/4" A.1 R.323 RF-1 - TL-05 60 74 ADA 4142 TB-18"F10 CPT-03 B-03 PT-02/ PT-061' - 6"TL-04 - TL-05 EQ EQ 5' - 6"EQ EQ EQEQEQ EQEQEQ P-02 P-08 P-08 P-07 P-07CL-1 9' - 6"AFF CL-1 9' - 6"AFF CL-2 8' - 0"AFF CL-2 8' - 6"AFF CL-2 8' - 6"AFF ACCESS PANEL 5' - 0"L-06 L-06 L-08 ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:55:07 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 GUEST ROOM PLANS A2.20 D. MEHOK Date:___06/09/2023_____ NNNN 1/4" = 1'-0"5 GUEST ROOM #3 ENCLOSED W/C - SMALL 1/4" = 1'-0"3 GUEST ROOM #2 - STANDARD 1/4" = 1'-0"4 GUEST ROOM #2 RCP ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 1/4" = 1'-0"1 GUEST ROOM #1 - STANDARD N 1/4" = 1'-0"2 GUEST ROOM #1 RCP 1/4" = 1'-0"6 GUEST ROOM #3 RCP 1/4" = 1'-0"9 GUEST ROOM #4 ENCLOSED WC - END BAY 1/4" = 1'-0"10 GUEST ROOM #4 RCP GUEST ROOM TYPE COUNT NAME TYPE COUNT GUEST ROOM #1 STANDARD 2 GUEST ROOM #1 REV STANDARD 2 GUEST ROOM #2 STANDARD 3 GUEST ROOM #2 REV STANDARD 2 GUEST ROOM #3 ENCLOSED WC - SMALL 1 GUEST ROOM #3B ENCLOSED WC - SMALL 1 GUEST ROOM #4 ENCLOSED WC - END BAY 1 GUEST ROOM #4 REV ACCESSIBLE 1 GUEST ROOM #4 REV ENCLOSED WC - END BAY 1 GUEST ROOM #5 ENCLOSED WC - SMALL 2 GUEST ROOM #6 ENCLOSED WC - MEDIUM 2 GUEST ROOM #7 ENCLOSED WC - MEDIUM 2 GUEST ROOM #8 ENCLOSED WC - LARGE 2 GUEST ROOM #8B ACCESSIBLE 1 GUEST ROOM #8B ENCLOSED WC - LARGE 1 GUEST ROOM #9 ENCLOSED WC - CREW 2 GUEST ROOM #10 CAPTAIN'S QUARTERS 1 Grand total: 27 27 1/4" = 1'-0"7 GUEST ROOM #4 REV - ACCESSIBLE 1/4" = 1'-0"8 GUEST ROOM #4 REV - ACCESSIBLE RCP Reviewed for Building Code Compliance * REFER TO SHEET A2.20 FOR GUEST UNIT PLAN NOTES * REFER TO SHEET A9.00 FOR RCP LEGEND AND NOTES B C D E F 5 6 GUEST ROOM #6 ENCLOSED WC - MEDIUM GUEST DECK 12' - 8" 6' - 9 1/2"8' - 8 1/4"33' - 11 1/2"1' - 2"R.2A.1F.2TB-18"SHOWER CONTROLS4' - 10"1' - 6"RF-1 - TL-05 CPT-03 B-03 PT-02/ PT-06 TL-04 - TL-05 F10 F10 TL-04 - TL-05 B C D E F 4 5 CLEAR 1' - 0" MIN GUEST ROOM #7 ENCLOSED WC - MEDIUM GUEST DECK 5' - 1 1/2"1' - 6"34' - 3 1/2"8' - 8 1/4"1' - 6"6' - 9 7/16"A.1F.1 12' - 8" SHOWER CONTROLS CLEAR 2' - 8" 1' - 6" RF-1 - TL-05 CPT-03 B-03 PT-02/ PT-06 TL-04 - TL-05 F10 F10 TB-18"EQEQ5' - 0 1/2"C6 B 1 TL-04 - TL-05 C D E F 6 7 GUEST ROOM #5 ENCLOSED WC - SMALL GUEST DECK 12' - 8"33' - 11 1/2"CPT-03 B-03 PT-02/ PT-06 TL-04 - TL-05 SHOWER CONTROLS 23 RF-1 - TL-05 TL-04 - TL-05 F10 F10 6' - 0 1/4" 8"1' - 2"12' - 1 5/8"1' - 6"4' - 0"5' - 0"F.2R.2A.1C D E F 7 1' - 2"GUEST ROOM #8B ACCESSIBLE 1' - 2"41' - 11 1/2"A.1 CPT-03 B-03 PT-02/ PT-06 12' - 8" 23 RF-1 - TL-05 60 74 ADA 4142 F10 TL-04 - TL-05 4' - 3 7/16"4' - 6 1/2"CLEAR5' - 0"F.2MIN 1' - 0" C D E F 9 GUEST ROOM #8 ENCLOSED WC - LARGE 1' - 2"41' - 11 1/2"5' - 6 5/16"1' - 11 3/4"6' - 7 5/8"3' - 2 7/8"1' - 2"A.1 1'-0" MIN2' - 10 11/16" 7' - 5 5/16" 2' - 4" 23 RF-1 - TL-05 CPT-03 B-03 PT-02/ PT-06TB-18"TL-04 - TL-05 R.1F.2BUILT-IN SHELVES F10 F10 BENCH W/ HOOKS & SHELF F10 TL-04 - TL-05 SHOWER CONTROLSL-01 P-07 P-07 P-07 P-08 P-08 P-02 TYP L-06 L-06 L-08EQEQEQ EQ EQEQEQ EQ 2' - 0" EQ EQ EQEQEQ EQEQEQACCESS PANEL CL-1 9' - 6"AFF CL-2 8' - 6"AFF CL-1 9' - 6"AFF CL-2 8' - 0"AFF CL-1 9' - 6"AFF CL-2 8' - 6"AFF CL-2 8' - 0"AFF CL-1 9' - 6"AFF ACCESS PANEL 2' - 0" P-07 P-08 P-07 P-02 P-07 P-08EQEQ 3' - 9 7/16"EQEQEQ EQ EQ EQEQEQEQ EQ EQ EQ3' - 0"2' - 0"L-01 TYP L-06 L-06 L-08 CL-1 9' - 6"AFF CL-2 8' - 0"AFF CL-2 8' - 6"AFF CL-1 9' - 6"AFF ACCESS PANEL 3' - 9 1/2"1' - 11" P-08 EQ EQEQ EQP-08 EQ EQEQEQ5' - 11 15/16"EQ P-07 P-07 P-02 2' - 0"3' - 0"EQ EQ P-07 L-06 L-06 L-08 P-07 P-07 P-08 P-07 P-02 L-06 L-06 P-08 L-08 EQ EQ 2' - 0"EQ EQEQEQEQEQEQ EQ 2' - 9"CENTER LIGHTS ON SINKS CL-2 8' - 6"AFF CL-2 8' - 6"AFF CL-2 8' - 0"AFF CL-2 8' - 6"AFF CL-1 9' - 6"AFF P-07 L-06 L-065' - 8"EQ EQ CL-2 8' - 6"AFF CL-1 9' - 6"AFF L-08 P-08 CENTER LIGHT OVER SINK P-08 P-07 P-02 CL-1 9' - 6"AFF CL-2 8' - 6"AFF CL-2 8' - 0"AFF EQ EQ EQEQC D E F 9 10 NEW BALCONY (WHERE OCCURS) 12' - 8" 8"A.13' - 5 3/16"GUEST ROOM #9 ENCLOSED WC - CREW BUILT-IN BUNK BED W/ TRUNDLE 6' - 3"4' - 0"5' - 0"6' - 1 3/8" 6 7/8"1' - 2"F.2TB-18"23R.1RF-1 - TL-05 CPT-03 B-03 PT-02/ PT-06 F10 F10 TL-04 - TL-05 41' - 11"SHOWER CONTROLS TL-04 - TL-05 ACCESS PANEL CL-1 9' - 6"AFF CL-2 8' - 6"AFF CL-2 8' - 0"AFF CL-1 9' - 6"AFF P-08EQEQEQ EQ EQ EQ EQEQP-08 P-07 P-07 P-07 P-02 EQ EQ2' - 6"EQ EQEQ EQL-06 L-06 L-08 ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:55:12 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 GUEST ROOM PLANS A2.21 D. MEHOK Date:___06/09/2023_____ N NN ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 1/4" = 1'-0"7 GUEST ROOM #6 ENCLOSED WC - MEDIUM 1/4" = 1'-0"5 GUEST ROOM #7 ENCLOSED WC - MEDIUM NN 1/4" = 1'-0"3 GUEST ROOM #5 ENCLOSED WC - SMALL 1/4" = 1'-0"11 GUEST ROOM #8B - ACCESSIBLE 1/4" = 1'-0"9 GUEST ROOM #8 N 1/4" = 1'-0"4 GUEST ROOM #5 RCP 1/4" = 1'-0"6 GUEST ROOM #6 RCP 1/4" = 1'-0"8 GUEST ROOM #7 RCP 1/4" = 1'-0"10 GUEST ROOM #8 RCP 1/4" = 1'-0"12 GUEST ROOM #8 - ACCESSIBLE RCP 1/4" = 1'-0"1 GUEST ROOM #9 ENCLOSED WC - CREW 1/4" = 1'-0"2 GUEST ROOM #9 RCP Reviewed for Building Code Compliance C D E F 11 12 13 GUEST ROOM #10 CAPTAIN'S QUARTERS 12' - 8" 13' - 4"32' - 9 1/2"A.1 EXTERIOR INFILL WALL SYSTEM EXTERIOR INFILL WALL SYSTEM EXTERIOR INFILL WALL SYSTEM 12' - 6 3/16"6' - 4 3/4"8"R.2 C6 B 2 1' - 6" 2' - 1" 5' - 7 3/4"1' - 6"TB-18"5'-0" SOAKING TUB GLASS WALL W/ SCREEN E F.1F.1 UC REF FD 3' - 10 7/8"3' - 8" FREESTANDING FIREPLACE -BY OWNER TL-05 TL-05/ TL-04 - TL-05 BATHROOM TL-04 - TL-05 WC TL-04 - TL-05 POWDER CPT-03 B-03 PT-02/ PT-06 CPT-04 B-03 PT-02/ PT-06 TL-04 BUILT-IN SHELVES F10 F10 F10 F10 F11 6 1/8"1' - 0"CL-2 8' - 6"AFF CL-1 9' - 6"AFF ACCESS PANEL CL-1 9' - 6"AFF P-07 P-07 P-08 EQ EQ EQEQP-07 ON SINKSCENTER LIGHTS2' - 0" EQ EQ EQEQ4' - 10" 5' - 11"EQEQ2' - 6"2' - 6 1/16"EQ EQ 1' - 4"1' - 6"EQEQCENTER ON SINK 1' - 0 11/64"EQ EQ CL-2 8' - 6"AFF P-02 3' - 0"LED STRIP LIGHT LED STRIP LIGHT 2' - 1"L-06 L-06EQ6' - 1"EQL-09 L-09 L-08 L-117' - 6"4' - 9"CL EQEQ5' - 0"5' - 0"5' - 0"5' - 0"1' - 7"(5) WOOD BEAMS WD-03 3' - 9"3' - 9"C D E F 10 11 1' - 2"3' - 2 7/8"1' - 6"7' - 4 1/8"3' - 5 3/16"4' - 0"3' - 0"GUEST ROOM #3B ENCLOSED WC - SMALL 6' - 8 1/4" A.1 C1 B 1 F.2SHOWER CONTROLS 23 RF-1 - TL-05 CPT-03 B-03 PT-02/ PT-06 TL-04 TL-05 F10 F10 TL-04 - TL-05 F10TB-18"R.234' - 0 7/16"12' - 8" ACCESS PANEL3' - 5 1/4"EQEQEQ EQON SINKCENTEREQ EQEQEQEQ EQ EQ EQ 2' - 10"5' - 2"CL-2 8' - 6"AFF CL-2 8' - 6"AFF CL-2 8' - 0"AFF P-02 P-08 P-08 P-07 P-07 CL-1 9' - 6"AFF P-07 L-06 L-06 L-08 2' - 0" C D E F 7 23 RF-1 - TL-05 CPT-03 B-03 PT-02/ PT-06 TL-04 - TL-05 BUILT-IN SHELVES F10 F10 BENCH W/ HOOKS & SHELF F10 TL-04 - TL-05 SHOWER CONTROLSA.1 R.1 F.28" 6' - 11 1/2" 2' - 3" 9' - 10 1/2" 2' - 9 1/2"1' - 2"3' - 2 7/8"6' - 7 5/8"1' - 11 3/4"17' - 4 9/16"41' - 8"GUEST ROOM #8B ENCLOSED WC - LARGE 1'-0" MIN1' - 4"P-07 P-07 P-02 L-06 L-06 L-08 EQEQEQEQ 2' - 0"EQ EQEQEQ P-07 P-08 P-08 CENTER LIGHTS ON SINKS EQ EQ 2' - 9"CL-2 8' - 6"AFF CL-2 8' - 6"AFF CL-2 8' - 0"AFF CL-1 9' - 6"AFF CL-2 8' - 6"AFF CL-1 9' - 6"AFF ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:55:15 AM Checker Author 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 GUEST ROOM PLANS A2.22 Date:___06/09/2023_____ ISSUE RECORD No. Description Date PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 1/4" = 1'-0"1 PRESIDENTIAL SUITE 1/4" = 1'-0"2 GUEST ROOM #10 - PRESIDENTIAL SUITE RCP 1/4" = 1'-0"3 GUEST ROOM #3B DBLE SINK 1/4" = 1'-0"4 GUEST ROOM #3B DBLE QUEEN - RCP PHASE 2 CONSTRUCTION PHASE 2 CONSTRUCTION 1/4" = 1'-0"5 GUEST ROOM #8B 1/4" = 1'-0"6 GUEST ROOM #8B RCP Reviewed for Building Code Compliance EXTERIOR ELEVATION KEYNOTES STONE2 BRICK -EXISTING1 ASHPALT SHINGLE ROOFING SYSTEM -EXISTING21 EXTERIOR ALUMINUM STOREFRONT WINDOW SYSTEM22 PRE-FINISHED METAL COPING SYSTEM -EXISTING6 EXISTING METAL RAILING SYSTEM TO REMAIN -42" HIGH, REFINISH12 WALL MOUNTED LIGHT FIXTURE11 EXTERIOR STUCCO SIDING SYST. -EXISTING (PAINT)13 EXTERIOR HOLLOW METAL DOOR/FRAME -NEW (PAINT)14 TRASH GATE SYST. -NEW15 PRE-FINISHED METAL FASCIA AND SOFFIT SYSTEM -EXISTING7 NEW PREFINISHED METAL COPING TO MATCH PANEL SYST.23 EXISTING EXTERIOR WINDOW SYSTEM TO REMAIN24 EXISTING FIRE DEPT. CONNECTION AND HORN25 SURFACE MOUNTED PREFINISHED METAL GUTTER AND DOWNSPOUT -EXISTING8A PRE-FINISHED METAL LOUVER VENT -EXISTING9 EXTERIOR CLAD FRAME WINDOW / SLIDING DOOR SYSTEM5 EXTERIOR ALUMINUM STOREFRONT ENTRANCE SYSTEM10 MFR. ENGINEERED PREFINISHED METAL BALCONY SYST. -NEW16 PREFINISHED METAL CANOPY FASCIA SYST. -NEW17 CANOPY SIGNAGE SYST. -NEW18 GAS FIREPLACE EXHAUST VENT -NEW19 NEW EXTERIOR WALL INFILL W/ EIFS FINISH20 NEW LINTEL SYSTEM FOR RAISED OPENING. REFER TO STRUCT.26 FUTURE LOCATION FOR MECHANICAL OUTLET -TENANT IMPROVEMENT27 RODENT PROTECTION SCREEN28 REMEDIAL CONCRETE WORK29 SUFRACE MOUNTED PREFNISHED METAL GUTTER AND DOWNSPOUT -NEW8B NEW EXTERIOR SCREEN FENCE31 METAL PANEL PREFINISHED METAL FLUSH WALL/SOFFIT PANEL-FRONT ENTRY AWNING - BLACK3C HARDIE LAP SIDING -TAN4 NEW PAINT, ALL SIDES AND EXPOSED SURFACES32 NOT USED3A NOT USED3B AT INTERIOR AND EXTERIOR OF CUPOLA NOT USED33 NEW PREFINISHED METAL COPING -COLOR TO MATCH EXISTING COPING30 NEW EXTERIOR RECESSED WALL FINISH;34 NEW PREFINISHED METAL COPING35 -COLOR TO MATCH ADJACENT MATERIAL SIGNAGE / BRANDING BY OTHERS36 APPLIED WHITE WASHING FINISH37 -REFER TO NOTES ON 4/A1.10 AND 5/A1.10 MINIMUM EXPOSED HEIGHT38 BELOW PREFINISHED METAL CAP L1 112' -5 1/2" 1 L2 125' -1 1/2" T.O. STEEL BM. 136' -0" 234567910111213 1 A5.00 12' - 8"10' - 10 1/2"MECH. ROOF 137' -7 1/2" 3 A5.00 4 A5.00 2 A5.00 5 A5.00 A3.10 2 A3.10 4 21 7 20 1 8A 10 /6 A3.00 18 17 1 23 20 WN1WN1 WN1WN120 20 8A SF1 20 20 22 22 22 22 22 WF WF 29 3C 117A B-1A 32 SF8 SF9 SF7 SF10 8A 8B 8B 8B 8B 8A 8B 8A 8B 30 30 37 37 36 37 6' - 0"5' - 0"1' - 0"38 36 L1 112' -5 1/2" 1 LL 100' -0" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" 2 3 4 5 6 7 9 10 11 12 13 MECH. ROOF 137' -7 1/2" 9 A5.00 7 A5.00 8 A5.00 10 A5.00 5 12 7 21 A3.10 5 6 36 16 1616 1616 16 12 12 5 8A A1.11 9 8B8B 8B 8B 32 SD-B1 SD-A1 SD-B1 SD-B1 SD-A1 SD-B1 SD-C1 SD-C1 SD-C1 SD-C1SD-C1 SD-B1 SD-A1 SD-B1 SD-B1SD-A1SD-B1SD-A1SD-B1 SD-C1 SD-B1SD-B1SD-A1SD-B1 1 37 1 A3.10 6 37 AT RETURN SIDE AT RETURN SIDE37 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING L1 112' -5 1/2" A LL 100' -0" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" B C D E F MECH. ROOF 137' -7 1/2" /7 A3.00 15 20 2020 2020 20 8A 8A A3.10 1 20 20 11 A5.00 Sim 20 20 WC1 WC2 BEYOND 32 21 21 37 EXISTING L1 112' -5 1/2" A LL 100' -0" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" BCDEF MECH. ROOF 137' -7 1/2" 11 A5.00 12 A5.00 A3.10 3 20 20 8A 21 WC1 WC1 20 20 20 20 22 20 20 25 TRANSLUCENT FILM ON WINDOW 32 16 16 21 SF4 8B C.J. C.J. C.J. C.J. C.J. C.J. 37 20 WC2 A B C MECH. ROOF 137' -7 1/2" 1314 21 30 737 CRICKET (BEYOND) NEW BALLASTED EPDM ROOF MEMBRANE & RIGID INSULATION 23 4 A4.00 456 MECH. ROOF 137' -7 1/2" 13 14 21 PROVIDE NEW GUTTER & DOWNSPOUT 3 A6.32 1 A6.32 NEW BALLASTED EPDM ROOF MEMBRANE & RIGID INSULATION 301 BC MECH. ROOF 137' -7 1/2" 13 7 30 NEW BALLASTED EPDM ROOF MEMBRANE & RIGID INSULATION 7 MECH. ROOF 137' -7 1/2" 21 23 37 ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:55:25 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 BUILDING ELEVATIONS A3.00 D. MEHOK Date:___06/09/2023_____ 1/8" = 1'-0"1 NORTH ELEVATION 1/8" = 1'-0"2 SOUTH ELEVATION 1/8" = 1'-0"4 WEST ELEVATION 1/8" = 1'-0"3 EAST ELEVATION 1/8" = 1'-0"7 MECH. ROOF WEST 1/8" = 1'-0"6 MECH. ROOF NORTH 1/8" = 1'-0"5 MECH. ROOF EAST 1/8" = 1'-0"8 MECH. ROOF SOUTH ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 EXISTING Reviewed for Building Code Compliance L1 112' -5 1/2" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" 567 MECH. ROOF 137' -7 1/2" 3 A5.00 4 A5.00 1 37 SF1 10 NEW EXTERIOR ALUM. AUTO-MATIC BI-PARTING DOOR w/ BREAK AWAY SYST. 22 22 NEW LIGHT FIXT. NEW STRUCT. ATTACHMENT -PATCH TO MATCH EXISTING FINISHES 3C 36 L1 112' -5 1/2" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" 91011 5 A5.001 8' - 0"1 EXISTING TRANSFORMER 6 A5.00 11 A5.20 L1 112' -5 1/2" A L2 125' -1 1/2" T.O. STEEL BM. 136' -0" MECH. ROOF 137' -7 1/2" 8 37 22 NEW DOWNSPOUT 10 A5.20 9 A5.20 31 3C L1 112' -5 1/2" A L2 125' -1 1/2" T.O. STEEL BM. 136' -0" MECH. ROOF 137' -7 1/2" 1 37 22 10 A5.20 3C 37 L1 112' -5 1/2" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" 9 10 NEW PREFINISHED METAL BALCONY SYSTEM 12' - 8" 8 A5.00 Sim NEW STRUCT. ATTACHMENT -PATCH WITH NEW BRICK TO MATCH EXIST. AS REQUIRED NEW ENGINEERED MFR. PREFINISHED METAL BALCONY SYSTEM NEW STRUCT. ATTACHMENT -PATCH WITH NEW BRICK TO MATCH EXIST. AS REQUIRED 6 A5.20 Sim * REFER TO SHEET A3.00 FOR EXTERIOR ELEVATION KEY NOTES ROOF 164' -0"6"6"6"*DIMENSIONS ARE APPLICABLE FOR 360 DEGREES (ALL SIDES) TOWER PAINT BASED OFF LIGHTHOUSE INSPIRATION BLUE W/ WHITE ACCENTS ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:55:28 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 ENLARGED ELEVATIONS A3.10 D. MEHOK Date:___06/09/2023_____ 1/4" = 1'-0"2 PARTIAL NORTH ELEV. - MAIN ENTRY 1/4" = 1'-0"4 PARTIAL NORTH ELEV. 1/4" = 1'-0"3 PARTIAL EAST ELEV. - MAIN ENTRY 1/4" = 1'-0"1 PARTIAL WEST ELEV. - MAIN ENTRY 1/4" = 1'-0"5 PARTIAL SOUTH ELEV. - NEW BALONY (TYP) ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 1/4" = 1'-0"6 ENLARGED ELEVATION @ CUPOLA Reviewed for Building Code Compliance UP UP DN DN UP UP DN DN 4 A4.00 B 4 5 5 A4.00 2 A5.00 STAIR AMAINT. 008B 2 HR SHAFT EX WALL C6 B 2 CH2 B2 3 C6 B 2EX STEEL w/ CONC. PAN STAIR REFER TO INT. DWGS FOR FINISHES 008B A-0 4 A4.00 B 4 5 5 A4.00 2 A5.00 STAIR A ENTRY 118 EX STAIR GATE OPEN TO BELOW AND ABOVE CH2 B2FB 3 SF7 4 A4.00 B 4 5 6 5 A4.00 2 A5.00 STAIR A CORRIDOR 200 OPEN TO BELOW CH2 B2FB 3 OPEN TO BELOW SF9 NEW HANDRAIL IN THIS STAIR- MATCH EXISTING INSTALLED RAIL HEIGHT (EX GUARDRAIL TO REMAIN - REFINISHED) REFER TO INTERIORS FOR FINISH INFO A-2-BA-2-A B 10 11 9 A4.00 STAIR B EX STANDPIPE EX STEEL w/ CONC. PAN STAIR B-0 6 A5.00 11 A5.20 B 10 11 9 A4.00 EX STAIR GATE EX STANDPIPE B-1A B-1B 11 A5.20 B 10 11 9 A4.00 STAIR B EXIST STANDPIPE NEDW ALUM. WDW SF10 B-26 A5.00 L1 112' -5 1/2" LL 100' -0" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" B 10' - 10 1/2"12' - 8"12' - 5 1/2"36' - 10"MECH. ROOF 137' -7 1/2" 5 A4.00 EXIST.9 RISERSEXIST.5 RISERSEXIST.8 RISERSEXIST.9 RISERSEXIST.5 RISERSEXIST.8 RISERSEX STL w/ CONC. PAN STAIR & LANDING SYST. ROOF MTD AHU SYST. EX PRECAST PLANK SYST. EX FACE BRICK w/ CMU BACK-UP EXTERIOR WALL SYST. EX STL w/ CONC. PAN STAIR & LANDING SYST. EXISTING HANDRAIL TO REMAIN -REFER TO INTERIORS FOR FINISH INFO EXISTING HANDRAIL TO REMAIN-REFER TO INTERIORS FOR FINISH INFO L1 112' -5 1/2" 4 A4.00 LL 100' -0" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" 4 5 MECH. ROOF 137' -7 1/2" 2 A5.00 EX STAIR & LANDING SYST. EX STAIR & LANDING SYST. REFER TO INT DWGS FOR FINISHES EXISTING HANDRAIL TO REMAIN -REFER TO INTERIORS FOR FINISH INFO EXISTING HANDRAIL TO REMAIN -REFER TO INTERIORS FOR FINISH INFO; MATCH EXISTING INSTALLED RAIL HEIGHT L1 112' -5 1/2" LL 100' -0" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" 10 11 EXIST.11 RISERSEXIST.11 RISERSEXIST.11 RISERSEXIST.11 RISERSALUM WDW (BEYOND) ALUM WDW AND DOORWAY (BEYOND) EX FIRE SPRINKLER EX STAIR & LANDING SYST. EX GWB CLG. (WHERE OCCURS) EX 1 HR RATED ROOF / CLG. EX C.U.H. 6 11 A5.20 B 7 4 A5.00 ELEV. LOBBY 020 ELEV. EQUIP. 021 018 021 B 7 4 A5.00 JAN. 121 ELEV. LOBBY 120 ENTRY 118 CORRIDOR 100 EXIST. ELEV. 120 121 B 7 4 A5.00 ELEV. LOBBY 220 JAN. 221 CORRIDOR 200 221B 221A ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:55:33 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 VERTICAL CIRCULATION - STAIRS A4.00 D. MEHOK Date:___06/09/2023_____ 1/4" = 1'-0"1 00-LL-Stair A-0 Enlarged Floor Plan 1/4" = 1'-0"2 01-L1-Stair A-1 Section 1 1/4" = 1'-0"3 02-L2-Stair A-2 Enlarged Floor Plan N 1/4" = 1'-0"6 00-LL-Stair B-0 Enlarged Floor Plan 1/4" = 1'-0"7 01-L1-Stair B-1 Enlarged Floor Plan 1/4" = 1'-0"8 02-L2-Stair B-2 Enlarged Floor Plan 1/4" = 1'-0"4 SECTION @ STAIR-A 1/4" = 1'-0"5 01-L1- Stair A-1 Section 2 1/4" = 1'-0"9 SECTION @ STAIR-B 1/4" = 1'-0"10 00-LL-Elevator Enlarged Floor Plan 1/4" = 1'-0"11 01-L1-Elevator Enlarge Plan 1/4" = 1'-0"12 02-L2-Elevator Enlarged Floor Plan ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance L1 112' -5 1/2" A LL 100' -0" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" MECH. ROOF 137' -7 1/2" A5.20 4 A6.32 12 A6.32 10 11 A6.32 A5.20 5 VIF7' - 2"NEW AUTO-MATIC DOOR SYST. EX FACE BRICK EX FDN & STOOP SYST. NEW CANOPY EX EXTERIOR FACE BRICK W/ CMU BACK-UP WALL SYST.NEW MEMBRANE ROOF SYST. & RIGID INSULATION EX PRECAST CONC. FLR. SYST. EX ALUM. STOREFRONT WDW A6.32 12 Sim EX PRE-IN MTL COPING 132'-8"8' - 0"8"6"1' - 4"3' - 0"NEW STOREFRONT WDW NEW STOREFRONT BEYOND L1 112' -5 1/2" A LL 100' -0" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" MECH. ROOF 137' -7 1/2" NEW CANOPY NEW DOWNSPOUT TO GRADE NEW STOREFRONT EX ELEV. SHAFT REFURBISHED EX CLOCK EQUIPMENT- REFER TO ELEVATION EX MTL COPING EX ELEV ENTRANCE EX ELEV ENTRANCE EX PRE-FIN MTL COPING EX (2) LAYERS 5/8" TYPE 'X' GYP BD W/ VB A5.20 7 10 A5.20 9 A5.20 REPLACE EX ATTIC INSULATION W/ NEW L1 112' -5 1/2" A LL 100' -0" L2 125' -1 1/2" NEW STOREFRONT WDW NEW STOREFRONT WDW EX FASCIA, GUTTER & DOWNSPOUT (BEYOND) EX PRECAST CONC. PLANK FLR. SYST. NEW MEMBRANE ROOFING SYST. & RIGID INSULATION EX STAIR-A EX STAIR-A EX CONC. S.O.G. EX EXTERIOR FACE BRICK (BEYOND) EX PRE-FIN MTL COPING NEW CONCRETE SITE WORK FOR DRAINAGE FROM BUILDING L1 112' -5 1/2" LL 100' -0" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" EX STL BAR JST w/ COMPOSITE MTL DECK PRE-ENG WOOD ROOF TRUSS SYST. EX CONC. S.O.G. EX SUMP -WHERE OCCURS EX STL BAR JST w/ COMPOSITE MTL DECK EX ASHPHALT SHINGLE ROOFING SYST. EX SOFFIT & FASCIA SYST. REPLACE EX ATTIC INSULATION W/ NEW EX (2) LAYERS 5/8" TYPE 'X' GYP BD W/ VB L1 112' -5 1/2" LL 100' -0" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" E F EX CONC. S.O.G. EX FACE BRICK w/ CMU BACK-UP EXTERIOR WALL SYST. EX STL BAR JST. w/ COMPOSITE DECK EX STL BEAM & COL. SYST. NEW REPLACEMENT SLIDING DOOR EX STL BAR JST. w/ COMPOSITE DECK NEW REPLACEMENT SLIDING DOOR A6.32 5 A6.32 6 SIM A6.32 6 SIM A1.11 4 SIM A1.11 3 SIM REFINISH EXISTING DECKING EX CONC. S.O.G. REFINISH EXISTING DECKING REFINISH EXISTING DECKING 2 A6.01 DEMISING WALL HEAD DET. 7 A6.32 EX PRE-ENG MFR WD ROOF TRUSS SYST. EX SOFFIT & FASCIA SYST. EX ASPHALT SHINGLE ROOFING SYST. UNDERDECK DRAINAGE SYSTEM AND GUTTER UNDERDECK DRAINAGE SYSTEM AND GUTTER REPLACE EX ATTIC INSULATION WITH NEW EX (2) LAYERS 5/8" TYPE 'X' GYP BD W/ VB L1 112' -5 1/2" LL 100' -0" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" E F A5.20 2 A1.11 3 SIM EX CONC. S.O.G. REFINISH EXISTING DECKING EX FACE BRICK w/ CMU BACK-UP EXTERIOR WALL SYST. EX STL BEAM & COL. EX STL BAR JST w/ COMPOSITE DECK NEW REPLACEMENT SLIDING DOOR EX STL BEAM & COL. EX STL BAR JST w/ COMPOSITE DECK EX ASPHALT ROOFING SYST. EX PRE-ENG MFR WD ROOF TRUSS SYST. EX STL BEAM & COL. EX PRE-FIN MTL COPING NEW PRE-ENG MFR MTL BALCONY NEW PRE-ENG MFR MTL BALCONY A6.32 6 SIM 7 A6.32 EX FACE BRICK w/ CFM STUD BACKUP EXTERIOR WALL SYST. NEW BALCONY CONNECTION SYST. -REFER TO STRUCT. NEW BALCONY CONNECTION SYST. -REFER TO STRUCT. EX (2) LAYERS 5/8" TYPE 'X' GYP BD W/ VB REPLACE EX ATTIC INSULATION WITH NEW L1 112' -5 1/2" LL 100' -0" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" E F EX STL BAR JST w/ COMPOSITE DECK REPLACEMENT SLDING DOOR REPLACEMENT SLDING DOOR EX STL BAR JST w/ COMPOSITE DECK EX FACE BRICK w/ CFM STUD BACK-UP EXTERIOR WALL SYST. A1.11 4 SIM EX SOFFIT & FASCIA SYST. EX ASPHALT ROOFING SYST.EXISTING OPENING6' - 8"6' - 0"EXISTING OPENING6' - 8"A6.32 9 UNDERDECK DRAINAGE SYSTEM AND GUTTER EX (2) LAYERS 5/8" TYPE 'X' GYP BD W/ VB REPLACE EX ATTIC INSULATION WITH NEW REFINISH EXISTING DECKING L1 112' -5 1/2" LL 100' -0" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" D E A5.20 1 EX CONC. S.O.G. REFINISH EXISTING DECKING REPLACEMENT SLIGING DOOR EX STL BAR JST w/ COMPOSITE DECK EX STL BEAM & COL. EX STL BAR JST w/ COMPOSITE DECK EX FACE BRICK w/ CFM STUD BACK-UP EXTERIOR WALL SYST. REFINISH EXISTING DECKING REPLACEMENT SLIDING DOOR EX SOFFIT & FASCIA SYST. EX ASPHALT SHINGLE ROOFING SYST. EX PRE-ENG MFR WD ROOF TRUSS SYST.6' - 0"6' - 8"12' - 5 1/2"A1.11 3 SIM REPLACE EX ATTIC INSULATION WITH NEW A1.11 4 6' - 8"L1 112' -5 1/2" LL 100' -0" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" 13 /7 A5.00 REFER TO FOR TYP. NOTES A5.20 3 SIM A6.41 12 11 A6.41 EC6 B -4 EC6 B -4 EX (2) LAYERS 5/8" TYPE 'X' GYP BD W/ VB REPLACE EX ATTIC INSULATION WITH NEW 6' - 8"6' - 0"6' - 8"12' - 5 1/2"A5.20 8 SIM A5.20 3 SIM A5.20 8 SIM L1 112' -5 1/2" LL 100' -0" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" 10 REPLACEMENT SLIDING DOOR (BEYOND) REFINISH EXISTING DECKING REPLACEMENT SLIDING DOOR (BEYOND) EX PRE-ENG MFR WD ROOF TRUSS SYST. EX FACE BRICK w/ CMU BACK-UP EXTERIOR WALL SYST. A5.20 3 A5.20 8 UNDERDECK DRAINAGE SYSTEM AND GUTTER REPLACE EX ATTIC INSULATION WITH NEW EC6 B 2 10' - 10 1/2"6' - 0"6' - 8"5' - 9 1/2"6' - 8"EC6 B 2 L1 112' -5 1/2" A LL 100' -0" L2 125' -1 1/2" T.O. STEEL BM. 136' -0"12' - 8"12' - 5 1/2"10' - 10 1/2"NEW REPLACEMENT WDW SYST. A6.41 10 A6.41 12 NEW REPLACEMENT WDW SYST. 11 A6.41 EX PRE-ENG MFR WOOD TRUSS SYST. EX STL BEAM & COL. EX STL BAR JST. w/ COMPOSITE DECK EX CONC. S.O.G. EX FACE BRICK w/ CMU BACK-UP EXTERIOR WALL SYST. EX FACE BRICK w/ CFM FRM'G BACK-UP EXTERIOR WALL SYST. EX STL BAR JST. w/ COMPOSITE DECK EX PRE-FIN. MTL COPING EX ASPHALT SHINGLE ROOFING SYST. EX (2) LAYERS 5/8" TYPE 'X' GYP BD W/ VB REPLACE EX ATTIC INSULATION W/ NEW L1 112' -5 1/2" LL 100' -0" L2 125' -1 1/2" T.O. STEEL BM. 136' -0" MECH. ROOF 137' -7 1/2" A5.20 11 ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:55:37 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 WALL SECTIONS A5.00 D. MEHOK Date:___06/09/2023_____ 1/4" = 1'-0"3 WALL SECTION @ NORTH ELEV. MAIN ENTRY 1/4" = 1'-0"4 WALL SECTION @ NORTH ELEV. EXIST. ELEVATOR 1/4" = 1'-0"2 WALL SECTION @ NORTH ELEV. STAIR-A 1/4" = 1'-0"5 WALL SECTION @ NORTH ELEV. 1/4" = 1'-0"7 WALL SECTION @ SOUTH ELEV. - EXIST. BALCONIES 1/4" = 1'-0"8 WALL SECTION @ SOUTH ELEV. - NEW BALCONIES 1/4" = 1'-0"9 WALL SECTION @ SOUTH ELEV. -NEW LOBBY 1/4" = 1'-0"10 WALL SECTION @ SOUTH ELEV. - NEW RESTAURANT 1/4" = 1'-0"11 WALL SECTION @ EAST ELEV. - NEW REPLACEMENT WINDOWS 1/4" = 1'-0"12 WALL SECTION @ EAST ELEV. - MIDDLE BAY 1/4" = 1'-0"1 WALL SECTION @ NORTH ELEV. ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 1/4" = 1'-0"6 WALL SECTION @ STAIR B Reviewed for Building Code Compliance BALCONY SUPPORT BY BALCONY SUPPLIER ,NOTCH WALL SHEATHING AROUND & SUBFLOOR OVER SUPPORT BENT PLATE, FLASH OVER AND AROUND BENT PLATE AND KNIFE PLATE WITH SELF ADHERING MEMBRANE FLASHING, COVER WITH WALL SYSTEM WEATHER BARRIER CUT / SLOT BRICK TO ALLOW FOR MATERIAL MOVEMENT INSTALL BACKER ROD & SEALANT AT FACE OF SLOT KNIFE BLADE GUSSET PLATE AND HANGER ROD BEYOND FOR BALCONY AT LEVEL BELOW -BY BALCONY SUPPLIER ENGINEERED PRE-FABRICATED METAL BALCONY DECK & FRAME -BY BALCONY SUPPLIER FS1 xx xx x x TYP.1/2" @HEADER SEAT ATTACHMENT -REFER TO STRUCTURAL METAL FRAMING ANGLE INSTALLED BY GYP BD CONTRACTOR 9" EXIST. EXIST. 3 5/8" STEEL BEAM - EXIST. STEEL BAR JOIST(s) - EXIST. METAL DECKING w/ CONC. TOPPING SYST. - EXIST. A L2 125' -1 1/2" 1' - 4" CUSTOM EXTERIOR BUILDING SIGNAGE BY OWNER 123' -10 T.O. METAL FRAMING 122'-10" T.O. METAL CHANNEL 1' - 4"1' - 0"PRE-FIN MTL COPING MEMBRANE ROOFING SYST. ATOP TAPERED INSUL. CONT. MEMBRANE OVER-TOP PARAPET STRUCT. STL FRAMING AND MTL DECK SYST. PRE-FIN METAL SIDING -FLUSH SEAM PANEL PRE-FIN MTL SOFFIT SYST. TREATED PLYWD SHTG ATOP CFM STUD FRM'G SYST. WEATHER BARRIER SYST.1' - 0"2' - 2"9" 119' -8" +/- (7'-2 1/2") EX DOOR HEAD 3' - 6" 123'-11 1/2" EX WDW HEAD REMOVAL OF EXISTING MATERIALS IS NEEDED AS REQUIRED FOR INSTALLATION OF NEW ANCHORAGES -PATCH TO MATCH EXIST. NEW EIFS ATOP INFILL CFM FRAMING NEW MEMBRANE SILL FLASHING EIFS MFR WEEP SCREED EC6 R 4 PREFINISHED METAL FLASHING OVER INSULATION -ATTACH AT TOP OF OPENING NEW ALUM. STROEFRONT 122'-10" T.O. METAL CHANNEL 8"2"PROVIDE ELECTRICAL FOR EXTERIOR SIGNAGE 2' - 0"RECESSED LIGHTING -REFER TO ELECTRICAL NEW FLASHING A 1' - 4" NEW TIE-ROD HANGER SYST. -REFER TO STRUCT. NEW ALUM. STOREFRONT WDW EXIST. STL LINTEL -PAINT EXIST. EXTERIOR BRICK VENEER SYST. REMOVAL OF EXISTING MATERIALS AS REQUIRED FOR INSTALLATION OF NEW ANCHORAGES -PATCH TO MATCH EXIST. (INTERIOR & EXTERIOR) L1 112' -5 1/2" D E REFINISH EXISTING DECKING REFINISH EXISTING METAL GUARDRAIL (TYP.) 42" ABOVE DECKING (TYP) TOP OF GUARDRAIL EXIST. FACE BRICK AND CAVITY WALL SYSTEM EXIST. WD BEAM AND ROOF JOIST SYST. EXIST. INSUL. EXIST. METAL COPING SYST. EXIST. STL COLUMN EXIST. STL BEAM AND COLUMN SYST. EXIST. STL BAR JOIST AND COMPOSITE DECKING SYST. NEW SLDING PATIO DOOR SYST. -WHERE OCCURS L2 125' -1 1/2" F NEW MFR. METAL BALCONY SYST. NEW SLIDING DOORWAY SYST. REFER TO DETAIL FOR ADD'L INFO EXIST. STL BAR JOIST AND COMPOSITE DECKING SYST. EXIST. STL BEAM AND COLUMN SYST. NEW CEILING SYST. -REFER TO PLANS EXIST. FACE BRICK AND CAVITY WALL SYST. FS1 NEW MFR. METAL BALCONY SYST. NEW STL ANCHOR SEAT / KNIFE PLATE SYST. -REFER TO STRUCT. PREFIN. METAL FLASHING /5 A6.32 PER MFR8 1/2" ORREMOVE / REPLACE EXISTING MATERIAL OR PATCH TO MATCH PROVIDE MEMBRANE FLASHING WATERPROOFING 9" EXIST EX PREFIN. MTL COPING EX ASPHALT SHINGLE SYST. EX EXTERIOR FACE BRICK W/ CMU BACK- UP WALL SYSTEM EX DRIP EDGE FLASHING UP VERTICAL FACE CONTINUOUS, FULLY ADHERED MEMBRANE FLASHING 8 1/2"NEW BLOCKING 10 NEW EXIST.EX FACE BRICK VENEER w/ CFM STUD FRAMING BACK-UP EXTERIOR WALL SYST. EX STL LINTEL w/ THRU-WALL FLASHING & WEEP SYST. PAINT UNDERSIDE NEW PERIMETER MEMBRANE FLASHING w/ BACKER-ROD & SEALANT NEW EIFS ATOP INFILL CFM FRAMING EC6 R 4 L1 112' -5 1/2" 10 NEW EIFS ATOP INFILL CFM FRAMING NEW MEMBRANE SILL FLASHING EIFS MFR WEEP SCREED REFINISH EXISTING DECKING EX MTL DECK w/ CONC. TOPPING EX FACE BRICK VENEER w/ CMU BACK-UP EXTERIOR WALL SYST. EC6 R 4 FS1 9" EL. 121'-10" BOT. OF MTL. CHANNEL 122'-10" TOP OF MTL. CHANNEL REFER TO SECTION L1 1' - 4" EQEQ 123'-10" TOP OF MTL. FRAMING *SEE DETAIL FOR TYPICAL NOTES /9 A5.20 DOWNSPOUT ATTACHED TO BUILDING CENTER DRAIN IN CANOPY 9"9'-2 1/2" +,-REFER TO SECTION L14"8"COL. C.L. BEYOND1' - 4" 2' - 0"1' - 0"WEATHER BARRIER OVER EXT. GRADE PLYWOOD REMOVAL OF EXISTING MATERIALS IS NEEDED AS REQUIRED FOR INSTALLATION OF NEW ANCHORAGES -PATCH TO MATCH EXIST. PREFINISHED METAL SOFFIT PANELS W/ PERIMETER CHANNEL EL. 121'-10" BOT. OF MTL. CHANNEL 122'-10" TOP OF MTL. CHANNEL 2 1/2" MTL. FRAMING 16" O.C. FLASHING IN REGLET, WITH COUNTERFLASHING TERMINATION BAR BACKER AND SEALANT BACKER AND SEALANT PREFINISHED METAL FASCIA PANELS PREFINISHED METAL COPING EPDM ROOF MEMBRANE STRUCT. STL FRAMING AND MTL DECK SYST.-REFER TO STRUCTURAL 4" X 2" X 1/4" CONT. ANGLE 123'-10" TOP OF MTL. FRAMING 2"EC3 C3 L1 112' -5 1/2" TO FACE 4' - 4" 3' - 4" 7' - 8" EXIST CURB LOC. VARIES 5' - 0" 3 T. @ 11" = 2' - 9"1"TOP OF FTG- REFER TO STRUCTURAL CIP CONC STOOP FDN AND STAIRS-REFER TO STRUCTURAL SITE PAVING ELEV.- REFER TO CIVIL+/-4 EQ R.= 1' - 11"SLOPE SLOPE TOP OF EACH TREAD 1/8"/FT. MIN, NOT TO EXCEED 1/4"/FT 7' - 9"10"NEW METAL GUARDRAIL AND HANDRAIL, BLACK FINISH, EA. SIDE OF STOOP / STAIR-SEE PLAN 2' - 4 1/2"ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:55:41 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 SECTION DETAILS A5.20 D. MEHOK Date:___06/09/2023_____ 1 1/2" = 1'-0"6 DECK LEDGER AT BRICK EXTERIOR 1 1/2" = 1'-0"4 SECTION DET. @ MAIN ENTRY CANOPY ROOF 1 1/2" = 1'-0"5 SECTION DET. @ MAIN ENTRY CANOPY HANGER SUPPORT 1 1/2" = 1'-0"1 SECTION DETAIL @ WOOD ROOF DECK MEMBRANE SLEEPER SYST. 1 1/2" = 1'-0"2 SECTION DETAIL @ NEW MFR. BALCONY - SEE STRUCT. 1 1/2" = 1'-0"7 SECTION DET. @ NEW METAL COPING 1 1/2" = 1'-0"3 SECTION DET. @ INFILL WALL HEAD 1 1/2" = 1'-0"8 SECTION DET. @ INFILL WALL BASE ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 1 1/2" = 1'-0"10 SECTION DETAIL @ CANOPY AND BRICK AT DRAIN 1 1/2" = 1'-0"9 SECTION DETAIL @ CANOPY AND BRICK 1/4" = 1'-0"11 SECTION DETAIL @ STAIR B STOOP Reviewed for Building Code Compliance EXTERIOR WALL ASSEMBLIES EXTERIOR WALL TAG LEGEND B = BATT INSUL R = RIGID INSUL BR = BATT & RIGID INSUL REQUIRED FIRE RATING CORE WIDTH EXTERIOR FINISH COLOR CORE MATERIAL C = METAL C-CHANNEL STUD CH = METAL CH STUD Z = METAL Z FURRING M = MASONRY (CMU) CO = C.I.P. CONCRETE DC = DEMISING WALL METAL STUD SW = SHAFT WALLFB = FIRE BARRIER FW = FIRE WALL FP = FIRE PARTITION SB = SMOKE BARRIER 'E' DESIGNATES EXTERIOR EXTERIOR FINISH MATERIAL 1 = BRICK 2 = STONE 3 = METAL PANEL 4 = STUCCO 2FB R A EM8 1 1. "UL" INDICATES UNDERWRITERS LABORATORY. 2. "GA" REFERS TO THE GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL. 3. AT WALLS ABUTTING SHOWERS OR BATH TUBS AN ADDITIONAL LAYER OF 5/8" TYPE 'X' WATER RESISTANT GYP BD SHALL BE INSTALLED. ONE HOUR RATING AT CORRIDORS TO BE MAINTAINED IN ALL CASES. 4. INSTALL FIREBLOCKS AT CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES AT THE CEILING AND FLOOR LEVELS @ 10'-0" O.C. MAX. 5. ALL PLUMBING PIPES IN WALLS AND CEILINGS TO BE FULLY ENCLOSED WITH GLASS FIBER BATTS. 6. SEE EXTERIOR ELEVATIONS FOR LOCATIONS AND DEFINITIONS OF EXTERIOR FINISHES. 7. CORRIDOR WALLS AND UNIT DEMISING WALLS SHALL BE RATED FOR 30 MIN. ONE LAYER OF 5/8" TYPE 'X' GYP BD EACH SIDE. SEE WALL TYPES. 8. STAIR WALLS SHALL BE TWO HOUR RATED. 9. ELEVATOR WALLS SHALL BE TWO HOUR RATED. 10. SHAFTS PENETRATING THE FLOOR SHALL BE TWO HOUR RATED. 11. INSTALL CONTROL JOINTS IN GYPSUM BOARD WALLS, PER INDUSTRY STANDARDS AND PROJECT MANUAL SECTION 09 29 00. SUBCONTRACTOR TO PROVIDE DRAWINGS INDICATING CONTROL JOINT LOCATIONS TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. WALL TYPE GENERAL NOTES EM14 R EXISTING MASONRY FOUNDATION / 2" INSULATION & DRAINAGE U VALUE = XXX EXISTING WATERPROOFING EXISTING 2" RIGID INSULATION EXISTING REINF. CONCRETE MASONRY UNIT WALL SYST. EC6 X R 1 EXISTING EXTERIOR METAL STUD w/ BRICK VENEER - LOAD BEARING MAX U-0.064 1 LAYER 5/8" GYP BOARD EXISTING METAL STUD FRAMING SYST. (6") EXISTING STUD CAVITY INSULATION w/ VAPOR RETARDER EXISTING 1/2" GYP SHEATHING EXIST. 7/8" AIR CAVITY (VFY) EXTERIOR FINISH - BRICK -REFER TO EXTERIOR ELEVATIONS & WALL SECTIONS FOR TYPE AND LOCATIONS EXISTING 1" RIGID INSULATION and WEATHER BARRIER BRICK1A 9" EXIST. EM8 A R 1 EXISTING EXTERIOR MASONRY w/ BRICK VENEER U VALUE = XXX EXISTING REINF. CONCRETE MASONRY UNIT WALL SYST. EXISTING WEATHER BARRIER EXTERIOR FINISH - BRICK - REFER TO EXTERIOR ELEVATIONS & SECTIONS FOR TYPE AND LOCATIONS EXISTING 1 1/2" RIGID CAVITY INSULATION EXISTING 1/2" AIR CAVITY BRICK1A EC6 X R 4 NEW INFILL EXTERIOR METAL STUD w/ E.I.F.S. MAX U-0.000 1 LAYER 5/8" GYP BOARD NEW INFILL METAL STUD FRAMING SYST. (6") NEW STUD CAVITY INSULATION w/ VAPOR RETARDER NEW 5/8" GYP SHEATHING w/ WEATHER BARRIER SEALANT & BACKER EXISTING BRICK VENEER - REFER TO PLANS FOR WINDOW INFILL LOCATIONS NEW 3" RIGID INSULATION w/ WATER MANAGED E.I.F.S COATING 9" EXIST. EIFS4 CJ EXIST. NEWFLOOR & ROOF TAG LEGEND F = FLOOR R = ROOF FLOOR / ROOF MATERIAL FLOOR / ROOF DESIGNATION W = WOOD CO = C.I.P. CONCRETE RW2 FLOOR ASSEMBLIES ROOF ASSEMBLIES SLOPED WOOD FRAMED ROOF / CEILING (2) LAYERS 5/8" GYP BD - EXIST. DENOTED ON EXISTING DRAWINGS AS 1HR FIRE-RESISTANCE RATED SEPARATION SW1 VAPOR BARRIER - EXIST. INSTALL NEW LOOSE-FILL BLOWN-IN THERMAL / PEST CONTROL INSULATION TO REPLACE EXISTING 12" BATT INSULATION. VERIFY EXISTING R-VALUE; MATCH EXISTING R-VALUE WITH NEW INSTALLATION. PRE-MANUFACTURED ENGINEERED WOOD ROOF TRUSS - EXIST. WOOD ROOF BOARD SHEATHING - EXIST. UNDERLAYMENT - EXIST. ASPHALT SHINGLES - EXIST.REFER TO ROOF PLANROOF SLOPE VARIESMETAL SUSPENSION GRID SYSTEM w/ (1) LAYER 5/8" TYPE 'X' GYP BD FINISHED CEILING 12 8 RPC1_PRECAST CONCRETE ROOF EDPM MEMBRANE NEW R-30 RIGID INSULATION SLOPED TO EXIST. ROOF DRAINS / SCUPPER RPC1 NEW EPDM ROOF MEMBRANE AND BALLAST 10" PRECAST CONC. PLANK - EXIST. METAL SUSPENSION GRID SYSTEM w/ (1) LAYER 5/8" TYPE 'X' GYP BD FINISHED CEILING CONCRETE / SLAB ON GRADEFC1 4" REINFORCED CONCRETE SLAB -PATCH TO MATCH EXIST. 10 MIL CLASS A VAPOR RETARDER - INSTALL BELOW SLAB 6" MINIMUM COMPACTED GRANULAR FILL EXISTING COMPOSITE FLOOR - STEEL BAR JOIST & METAL DECK w/ CONC. TOPPING UL DESIGN No. D501, D502, D502 METAL SUSPENSION GRID SYSTEM w/ (1) LAYER 5/8" TYPE 'X' GYP BD FINISHED CEILING 3" CONCRETE TOPPING - EXIST. NEW FINISH FLOORING -REFER TO INTERIORS FS1 STEEL DECK - EXIST. STEEL BAR JOIST SYSTEM - EXIST. STEEL STRUCTURE - EXIST. ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:55:42 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 EXTERIOR WALL, FLOOR & ROOF ASSEMBLIES A6.00 D. MEHOK Date:___06/09/2023_____ ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance C1 1 C2 1 C3 1 C4 1 C6 1 C8 1 C8 4 C6 4 C4 4 C1 2 C2 2 C3 2 C4 2 C6 2 C8 2 (1) LAYER 5/8" TYPE 'X' GYP BD EA SIDE MTL STUDS 16" O.C. MAX ACOUSTIC BATT INSULATION WHERE INDICATED (1) LAYER 5/8" TYPE 'X' GYP BD MTL STUDS 16" O.C. MAX BATT INSUL. 'B' -WHERE INDICATED (2) LAYERS 5/8" TYPE 'X' GYP BD EA SIDE MTL STUDS 16" O.C. MAX ACOUSTIC BATT INSULATION WHERE INDICATED WALL TYPE WALL WIDTH STUD WIDTH WALL RATING CONSTRUCTION ASSEMBLY IF INSULATED ('S' NOTATION) STC TEST 2 1/8"1 1/2"---- 3 1/8" 4 1/4" 4 5/8" 6 5/8" 2 7/8" 3 3/4" 4 7/8" 5 1/4" 7 1/4" 2 1/2""---- 3 5/8"---- 4"---- 6"---- 8"---- 1 5/8"-- 2 1/2" 3 5/8" 4" 6" 8"1 HR 4" 6" 8"2 HR UL# U411 50-54 WHI 218-1 9 1/4" 6 1/2" 8 1/2" 10 1/2" 8 5/8" 2 HR 2 HR 1 HR 1 HR 1 HR 1 HR 1 HR UL# U411 UL# U411 UL# U419 UL# U419 UL# U419 UL# U419 UL# U419 UL# U419 50-54 50-54 45-49 45-49 45-49 45-49 45-49 WHI 218-1 WHI 218-1 WO 5182 WO 5182 WO 5182 WO 5182 WO 5182 METAL STUD PARTITIONS SINGLE SIDED FURRING WALL SINGLE LAYERED PARTITION WALL DOUBLE LAYERED PARTITION WALLC_ B 1 C_ B 2 C_ B 4 1" TYPE X SHAFT LINER 2 LAYERS 1/2" TYPE 'C' GYP BD 2 1/2" CH STUD ACOUSTIC BATT INSUL 2 HOUR FIRE RATING UL# U415, SYST. B GA # WP 7051SHAFT SIDEINTERIOR SHAFT WALL TYPES STC RATING 50-54 CONT. FIRE SEALANT STRUCTURE ABV 3 1/2" FACESHELL THICKNESS FOR SILICEOUS 1HR = 2.8" 2HR = 4.2" 3HR = 5.3" 4HR = 6.2" UL# U937 C.M.U. RATED WHERE INDICATED ON PLAN STC 45-49 NMTK BULLETIN 13-2 FIRE RATING BASED ON IBC EQUIVALENT THICKNESS METHOD, TABLE 721.1 (2) ITEM 3 RATED WALL UL DES. HW-D-0704 WHERE OCCURS REFER TO STRUCT. FOR SUPPORT BRACING 1" TYPE X SHAFT LINER 2 LAYERS 1/2" TYPE 'C' GYP BD 2 1/2" CH STUD ACOUSTIC BATT INSUL 2 HOUR FIRE RATING UL# U497 GA # WP 7064SHAFT SIDESTC RATING 50-54 CONT. FIRE SEALANT 1/2" RESILIENT CHANNEL STRUCTURE ABV STRUCTURE ABV 4" * REFER TO SHEET A6.00 FOR WALL TYPE GENERAL NOTES INTERIOR WALL TAG LEGEND C3r 2FB B 2 B = SOUND BATT INSUL. R = RIGID INSUL. S = SPRAY FOAM INSUL. REQUIRED FIRE RATING r = RESILIENT CHANNEL p = PLYWOOD v = VAPOR BARRIER h = RADIANT HEAT/VAPOR RETARDER (WARM SIDE OF WALL) CORE WIDTH LAYERS OF GYP BD CORE MATERIAL C = METAL C-CHANNEL STUD CH = METAL CH STUD FH = METAL 'HAT' FURRING Z = METAL 'Z' FURRING M = MASONRY CO = C.I.P. CONCRETE DC = DEMISING WALL METAL STUD SW = SHAFT WALL FB = FIRE BARRIER FW = FIRE WALL FP = FIRE PARTITION SB = SMOKE BARRIERROOM SIDE2 HOUR MAX FIRE RATING GA WP XXXXX STC RATINGXXXXXXX (SEE ACOUSTICAL REPORT) RATING IF INDICATEDSHAFT SIDER STRUCTURE ABV AT FLOOR CONT. FIRE SEALANT AT FLOOR CONT. FIRE SEALANT AT FLOOR AT FLOOR SHAFT INFILL CH2 B2FB 3 WALL WIDTH AS INDICATEDSHAFT INFILL W/ RESILIENT CHANNEL CH2r B2FB 3 M_ WALL @ EXISTING STAIR WALL TAG STUD SIZES xxx xxx xx B2FB 6 (1) LAYER 5/8" TYPE 'X' GYP BD MTL HAT CHANNELS 16" O.C. MAX SUBSTRATE -REFER TO PLAN SINGLE SIDED FURRING WALLFH 1 FH 1 1 1/2"7/8"---- SUBSTRATE -REFER TO PLAN EXISTING C.M.U. XXXXXXXX XXXXXXXXXXX XXXXXXX WALL TAG STUD SIZES INTERIOR DEMISING WALL TYPES TYP DEMISING @ GUEST ROOM / GUEST ROOM (2) LAYERS 5/8" TYPE 'X' GYP BD EACH SIDE 3" THICK / 25" WIDE CREASED SAFB INSULATION 30 MIN FIRE RESISTANCE RATING UL DES. UXXX STC RATING 55 (REFER TO ACOUSTICAL REPORT) RATING IF INDICATED WALL TAG STUD SIZES C3 3 5/8" STUD W/ 4 LAYERS OF GYP BD 3 5/8" 25 GAUGE MTL STUDS @ 24" O.C. MAX C3 B30 MIN FP 4 R @ STRUCTURE ABOVE @ FLOOR STRUCTUREPUBLIC / OFFICE SIDEGUEST ROOM SIDE5 1/2" THICK / 12.5" WIDE CREASED SAFB INSULATION @ STRUCTURE ABOVE @ FLOOR STRUCTURE HILTI FIRESTOP TRACK SEAL (CFS-TTS-MD) HILTI FIRESTOP TRACK SEAL (CFS-TTS-MD) (2) LAYERS 5/8" TYPE 'X' GYP BD EACH SIDE 6 1/8" 5 1/2" 25 GAUGE MTL STUDS @ 24" O.C. MAX STAGGERED IN 6" TRACKS TYP DEMISING @ CORRIDOR / GUEST ROOM (1) LAYERS 5/8" TYPE 'X' GYP BD EACH SIDE 3" THICK / 25" WIDE CREASED SAFB INSULATION 30 MIN FIRE RESISTANCE RATING UL DES. UXXX STC RATING 50 (REFER TO ACOUSTICAL REPORT) RATING IF INDICATED 3 5/8" 25 GAUGE MTL STUDS @ 24" O.C. MAX C3 B30 MIN FP 2 R @ STRUCTURE ABOVE @ FLOOR STRUCTURE HILTI FIRESTOP TRACK SEAL (CFS-TTS-MD) C3 3 5/8" STUD W/ 2 LAYERS OF GYP BD WALL TAG STUD SIZES TYP DEMISING @ PUBLIC SPACE / GUEST ROOM 30 MIN FIRE RESISTANCE RATING UL DES. UXXX STC RATING 55+ (REFER TO ACOUSTICAL REPORT) RATING IF INDICATED DC6 B30 MIN FP 2 R DC6 6" STUD W/ 5 1/2" STAGGERED STUDS & 4 LAYERS OF GYP BD CORRIDORGUEST ROOM SIDEGUEST ROOM SIDEGUEST ROOM SIDE- 1 5/8"----- (1) LAYER 5/8" TYPE 'X' GYP BD SUBSTRATE -REFER TO PLAN SINGLE LAYER OF GYP BD- 1 (1) LAYERS 5/8" SOUND BREAK BOARD EACH SIDE L1 112' -5 1/2" 26K10 STEEL BAR JOIST - EXISTING (SIZE VARIES) 0.6 METAL DECK - EXISTING 3" CONC. TOPPING - EXISTING 11 1/4" 2 1/2" MTL STUDS @ 16" OC. (12'-4" VERT. SPAN @ L/360) 5/8" GYP FILL VOIDS w/ MINERAL WOOL AND FIRE RATED SEALANT - BOTH SIDES - TYP. 1/2" RESILIENT CHANNEL 2 LAYERS 5/8" GYP. 1 LAYER 5/8" GYP. FIRE / ACOUSTIC SEALANT -TAPE & FINISH 8 3/8" 1 LAYER TYPE-X 5/8" GYP. -EA. SIDE GUSSET BRACING -AS REQ'D ATTENUATION BATT -CONTINUOUS BOTH CAVITIES 2 1/2" MTL STUDS @ 16" OC. STAGGERED (12'-4" VERT. SPAN @ L/360) CONT. DEFLECTION TRACK NESTED TRACK TRACK ANCHORED TO TRUSS BOTTOM CHORD 1 LAYER TYPE-X 5/8" GYP. -EA. SIDE ATTENUATION BATT -CONTINUOUS BOTH CAVITIES CONT. DEFLECTION TRACK 2 1/2" MTL STUDS @ 24" OC. 7 1/4" CONT. MINERAL WOOL INSUL. AT FLUTES / GAPS CONT. FIRE-SMOKE SEALANT (SPRAY) EXIST. 3" CONC. ATOP 0.6" METAL DECK 8 1/2" 109'-11 1/2" FLOOR CEILING ASSEMBLY IMPACT INSULATION CLASS: IIC UN-FINISHED = 21 STC = 42 FINISHED w/ CARPET AND PAD = 67 CONT. WALL ANGLE MAIN/CROSS TEE HANGER WIRE PER MFR. DRYWALL SUSPENSION SYSTEM SOUND ATTENUATION BATTS ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:55:44 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 INTERIOR PARTITIONS A6.01 D. MEHOK Date:___06/09/2023_____ 1 1/2" = 1'-0"2 OPTIONS - WALL ASSEMBLY AT GUESTROOM DEMISING WALL ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance DOOR SCHEDULE NOTES 1. ALL FIRE DOOR ASSEMBLIES SHALL MEET THE REQUIREMENTS FOR A DRAFT AND SMOKE CONTROL DOOR ASSEMBLY TESTED IN ACCORDANCE WITH UL1784. 2. REFER TO INTERIOR DESIGN DOCUMENTS FOR COLOR/FINISH SELECTION FOR DOORS AND FRAMES. 3. REFER TO GUEST UNIT FINISH SCHEDULE FOR DOOR AND FRAME COLOR WITHIN GUEST UNITS. FLUSH GL-1 GL-4 (T) GL-3 GL-4 MULTI-PANEL SLIDER PANEL TYPES SEE SCHEDULESCHEDULE SEE F PANEL DOORSEE SCHEDULESCHEDULE SEE PD 6"VARIES6"2' - 4"1' - 0"FULL GLASSSEE SCHEDULESCHEDULE SEE FG 5"VARIESVARIES6"6" NARROW LIGHTSEE SCHEDULESCHEDULE SEE NL 1' - 0"2' - 1"3' - 7"5"5" 4" 5" BI-PASS PANEL DOORSEE SCHEDULE(71" MAX FIN OPN'G) SEE SCHEDULE BP 6"VARIES6"2' - 4"1' - 0"6" 6"6"6" FULL GLASS SLIDERSEE SCHEDULESEE SCHEDULE FGS GL-1 GL-4 (T) MPSSEE SCHEDULESEE SCHEDULE GL-1 GL-4 (T) FRAME TYPES 2"SEE SCHEDULE2" SCHED SEE 2" F1 4"SEE SCHEDULE2" SCHED SEE 2" F2 IN CMU WALLS GENERAL NOTES 1. FIRE RATING LABELS ARE SHOWN IN MINUTES U.N.O. 2. UNDERCUT ALL INTERIOR DOORS U.N.O. 3. DOOR HARDWARE TO BE CENTERED ON RAIL OF PANEL DOORS. 4. THERMAL TRANSMITTANCE: NFRC 100 MAXIMUM WHOLE-DOOR U- FACTOR OF 0.29 BTU/SQ FT X H X DEG. F4. 5. SEE INTERIORS DRAWINGS FOR STAIN COLOR. GL-1 = 1" LOW-E COATED CLEAR INSULATED GLASS GL-2 = 1" SPANDREL GLASS GL-3 = 1/4" CLEAR FIRE GLASS GL-4 = 1/4" CLEAR FLOAT GLASS GL-5 = 1/4" CLEAR WIRE FLOAT GLASS GL-6 = 1/4" CLEAR WIRE SAFETY GLASS (T) = TEMPERED GLAZING TYPES GL-1 GL-4 (T) GL-1 GL-4 (T) GL-1 GL-4 (T) GL-1 GL-4 (T)w/ 7'-2" DOOR LEAF HGT.7' - 0" FINISHEDCLOSED POSITION OPEN POSITION 2" 2" BARN DOOR TRACK SYST. AS SPECIFIED FINISHED GYP OPENING DOOR AS SCHEDULED HDWR HANDLE AS SCHEDULED FINISHED WALL BASE AS SCHEDULED ALLOW FOR REQUIRED HANDLE GRASP RANGE IN 'CLOSED' and 'OPEN' POSITIONS COORDINATE STOP POSITIONS w/ GRASP RANGE OF HDWR. 4 A6.30 2" 2" SEE SHEDULE 5/8" GYPSUM WALL BOARD GUEST UNIT DOOR - REFER TO DOOR SCHEDULE MFR. PREFINISHED METAL DOOR FRAME SYST. METAL STUD FRAMING DA-811B VARIES x x x PLANS SEE METAL STUD FRAMING 5/8" GYPSUM WALL BOARD FINISHED BASE (BELOW) MFR PREFINISHED METAL DOOR FRAME SYST. VARIES X XX X DA-810BPLANSSEE5/8" GYPSUM WALL BOARD GUEST UNIT DOOR - REFER TO SCHEDULE MFR. DOOR TRACK SYST. METAL STUD FRAMING VARIES x x x PLANS SEE FRT BLOCK'G CORNER BEAD (TYP) ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 10:08:23 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 DOOR SCHEDULES & DOOR & FRAME TYPES A6.30 D. MEHOK Date:___06/09/2023_____ GUEST UNIT DOOR SCHEDULE DR NUM DOOR NAME DOOR FRAME HDWR FIRE RATING COMMENTSWIDTH HEIGHT THK TYPE MAT'L FIN. TYPE MAT'L FIN. A.1 GUEST UNIT ENTRY 3' - 0" 8' - 0" 1 3/4" F SCW WD-01 F1 TM PREFIN U01 20 ACCESS CONTROLLED LATCHSET, CLOSER E BEDROOM 3' - 0" 7' - 0" 1 3/4" F SCW WD-01 F1 TM - U02 PRIVACY LOCK F.1 BATHROOM 2' - 10" 7' - 0" 1 3/4" F SCW WD-01 F1 TM - U02 PRIVACY LOCK F.2 BATHROOM 3' - 0" 7' - 0" 1 3/4" F SCW - F1 TM - U02 PRIVACY LOCK R.1 SLIDING BARN DOOR 2' - 10" 7' - 2" 1 3/4" F SCW WD-05 MFR DW - U03 1/A6.30 - 2'-10" OPENING + 2" OVERLAP EACH SIDE = 3'-2" LEAF, TEAK - BY OWNER R.2 SLIDING BARN DOOR 3' - 0" 7' - 2" 1 3/4" F SCW WD-05 MFR DW - U03 1/A6.30 - 3'-0" OPENING + 2" OVERLAP EACH SIDE = 3'-4" LEAF, TEAK - BY OWNER R.3 SLIDING BARN DOOR 3' - 6" 7' - 2" 1 3/4" F SCW WD-05 MFR DW - U03 1/A6.30 - 3'-0" OPENING + 2" OVERLAP EACH SIDE = 3'-10" LEAF, TEAK - BY OWNER SD-A1 BI-PART SLIDING DOOR 12' - 0" 6' - 8" 1 3/4" MPS PREFIN PREFIN - PREFIN PREFIN 09 Aluminum-clad wood Gliding French Door SD-B1 BI-PART SLIDING DOOR 11' - 8" 6' - 8" 1 3/4" MPS PREFIN PREFIN - PREFIN PREFIN 09 Aluminum-clad wood Gliding French Door SD-C1 BI-PART SLIDING DOOR 11' - 4" 6' - 8" 1 3/4" MPS PREFIN PREFIN - PREFIN PREFIN 09 Aluminum-clad wood Gliding French Door COMMON DOOR SCHEDULE DR NUM ROOM NAME DOOR FRAME HDWR FIRE RATING COMMENTS HARDWARE NOTESWIDTH HEIGHT THK MAT'L TYPE FIN. MAT'L TYPE FIN. LL 008B MAINT. 3' - 0" 7' - 0" 1 3/4" SCW F STN HM F1 PT 03 20 EXISTING DOOR - STAIN TO MATCH WD-01, NEW HARDWARE CLASSROOM - RATED 018 BOH LAUNDRY 3' - 6" 8' - 0" 1 3/4" SCW F STN HM F1 PT 11 45 PRIVACY W/ INDICATOR - RATED 021 ELEV. EQUIP. 3' - 0" 7' - 0" 1 3/4" SCW F STN HM F1 PT 06 20 EXISTING DOOR - STAIN TO MATCH WD-01, NEW HARDWARE STOREROOM - RATED 022 ELEC. 3' - 0" 7' - 0" 1 3/4" SCW F STN HM F1 PT 03 20 EXISTING DOOR - STAIN TO MATCH WD-01, NEW HARDWARE STOREROOM - RATED 023 MECH. 3' - 0" 7' - 0" 1 3/4" SCW F STN HM F1 PT 03 20 EXISTING DOOR - STAIN TO MATCH WD-01, NEW HARDWARE STOREROOM - RATED A-0 STAIR A 6' - 0" 8' - 0" 1 3/4" SCW F STN HM F1 PT 16 60 EXIT DEVICES, CLOSERS, EXISTING DOOR - STAIN TO MATCH WD-01, NEW HARDWARE PASSAGE, EXIT DEVICE - RATED B-0 STAIR B 3' - 0" 7' - 0" 1 3/4" SCW F STN HM F1 PT 15 20 EXIT DEVICE, CLOSER, EXISTING DOOR - STAIN TO MATCH WD-01, NEW HARDWARE PASSAGE, EXIT DEVICE - RATED L1 100A HALL 3' - 0" 8' - 0" 1 3/4" SCW F STN HM F1 PT 01 20 MAG. H.O. W/ ACCESS CONTROL 100B CORRIDOR 3' - 0" 7' - 0" 1 3/4" SCW F STN HM F1 PT - 20 MAG. H.O. W/ ACCESS CONTROL 117A VEST. 6' - 8 1/2" 7' - 6" 1 3/4" - SF1; AUTO BI-PART; BREAKOUT AUTO BI-PART, BREAKOUT, ASSA ABLOY MODEL 117B VEST. 6' - 8 1/2" 7' - 6" 1 3/4" - SF2; AUTO BI-PART; BREAKOUT AUTO BI-PART, BREAKOUT, ASSA ABLOY MODEL 118 ENTRY 6' - 0" 8' - 0" 1 3/4" SCW F STN HM F1 PT 12 20 EXISTING DOOR - STAIN TO MATCH WD-01, NEW HARDWARE RATED 120 ELEV. LOBBY 4' - 0" 8' - 0" 1 3/4" SCW F STN HM F2 PT 01 60 W/ MAG. H.O., EXISTING DOOR - STAIN TO MATCH WD-01, NEW HARDWARE MAG. H.O., PASSAGE - RATED 121 JAN. 3' - 0" 8' - 0" 1 3/4" SCW F STN HM F1 PT 03 60 EXISTING DOOR - STAIN TO MATCH WD-01, NEW HARDWARE STOREROOM - RATED A-1 STAIR A 3' - 0" 8' - 0" 1 3/4" SCW F STN HM F1 PT 11 20 W/ MAG. H.O.,EXISTING DOOR - STAIN TO MATCH WD-01, NEW HARDWARE MAG. H.O., PASSAGE - RATED B-1A STAIR B 3' - 0" 7' - 10" 1 3/4" ALUM FG - ALUM F4 - 13 - ALUM. STOREFRONT PASSAGE, ADD EXIT DEVICE, ACCESS CONTROL TBD B-1B STAIR B 3' - 0" 8' - 0" 1 3/4" SCW F STN HM F1 PT 10 20 EXISTING DOOR - STAIN TO MATCH WD-01, NEW HARDWARE PASSAGE, RATED, ADD PANIC L2 200A HALL 3' - 0" 7' - 0" 1 3/4" SCW F STN HM F1 PT - 20 MAG. H.O. W/ ACCESS CONTROL 200B CORRIDOR 3' - 0" 7' - 0" 1 3/4" SCW F STN HM F1 PT - 20 MAG. H.O. W/ ACCESS CONTROL 221A JAN. 2' - 6" 8' - 0" 1 3/4" SCW F STN HM F1 PT 03 60 EXISTING DOOR - STAIN TO MATCH WD-01, NEW HARDWARE STOREROOM - RATED 221B ROOF ACCESS 3' - 0" 8' - 0" 1 3/4" SCW F STN HM F1 PT 05 -EXISTING DOOR - STAIN TO MATCH WD-01, NEW HARDWARE STOREROOM - RATED 222A BREAK ROOM 3' - 0" 7' - 0" 1 3/4" SCW F STN HM F1 PT 11 20 ACCESS CONTROL, CLASSROOM - RATED 222B STAFF RR 3' - 0" 7' - 0" 1 3/4" SCW F STN HM F1 PT 08 PRIVACY LATCH A-2-A STAIR A 3' - 0" 8' - 0" 1 3/4" SCW F STN HM F1 PT 12 60 MAG. H.O., EXISTING DOOR - STAIN TO MATCH WD-01, NEW HARDWARE MAG. H.O., PASSAGE - RATED A-2-B STAIR A 6' - 0" 8' - 0" 1 3/4" SCW F STN HM F1 PT 12 60 MAG. H.O., EXISTING DOOR - STAIN TO MATCH WD-01, NEW HARDWARE MAG. H.O., PASSAGE - RATED B-2 STAIR B 3' - 0" 8' - 0" 1 3/4" SCW F STN HM F1 PT 10 20 EXISTING DOOR - STAIN TO MATCH WD-01, NEW HARDWARE PASSAGE - RATED MECH. ROOF 300 3' - 0" 7' - 0" 1 3/4" HM F PT HM F2 PT 07 - INSUL. ROOF ACCESS STOREROOM 301 3' - 0" 7' - 0" 1 3/4" HM F PT HM F1 PT 07 - INSUL. ATTIC ACCESS STOREROOM 1/4" = 1'-0" Legends_DOOR & FRAME TYPES 1/2" = 1'-0"1 ELEV. DETAIL @ TYP. GUEST UNIT BARN DOOR 3" = 1'-0"2 GUEST UNIT - INTERIOR DOOR HEAD DETAIL 3" = 1'-0"3 GUEST UNIT - INTERIOR DOOR JAMB DETAIL 3" = 1'-0"4 GUEST UNIT - INTERIOR BARN DOOR HEAD DETAIL ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 OWS OWS FG 09 09 TBD F .WD-01. PREFIN PREFIN ** EXTERIOR STAIR GATE HARDWARE -PANIC OUT / KEYED ACCESS IN ** Reviewed for Building Code Compliance HOLLOW METAL FRAME THRESHOLD BELOW SET IN SEALANT CONTINUOUS SEALANT BACKER ROD AND SEALANT BOTH SIDES OF FRAME 2 1/2"INSULATED HOLLOW METAL DOOR LAYER 3/4" FRT PLYWOOD CORNER BEAD DA-503J5 3/4"EXIST.9"EXTERIOR FINISH VARIES (BRICK VENEER, STUCCO) GYP BD- NEW FLASHING TERMINATION - EXIST. CAVITY WEEPS / VENTS @ 24" O.C. STAINLESS STEEL DRIP BACKER ROD & SEALANT EACH SIDE OF FRAME HOLLOW METAL FRAME INSULATED HOLLOW METAL DOOR STEEL LINTEL - PAINT - EXIST. THRU WALL FLASHING w/ END DAMS - EXIST. CAVITY DRAINAGE MATT - EXIST. 1 - LAYER 3/4" FRT PLYWOOD CORNER BEAD DA-503K CONTINUOUS SEALANT 3"5 3/4" EXTERIOR FINISH VARIES (BRICK, STUCCO) GYP BD- NEW FLEXIBLE PAN FLASHING -EXTEND UP ONTO METAL ANGLE AND UP SIDE JAMBS DECK LEDGER & JOIST HANGER - EXIST. EXTERIOR CLAD WOOD SLIDING DOOR & FRAME -SET IN CONTINUOUS SEALANT REFINISH EXISTING DECKING HIGHEST POINT OF MFR THRESHOLD MASONRY VENEER SYST. - EXIST. PREFINISHED METAL FLASHING FS1 EXIST. 9" 3 5/8" CONCRETE ATOP METAL DECK w/ STEEL TRUSS and BEAM SYST. - EXIST. WOOD BEAM & SADDLE SYST. - EXIST. EM14 EXTERIOR CLAD WOOD SLIDING DOOR & FRAME -SET IN CONTINUOUS SEALANT CONC. SLAB / STOOP - EXIST. SLOPE WATERPROOFING -EXIST. DA-503I CONST. JOINT -EXIST. EXIST. 9" FC1 EXTERIOR CLAD WOOD SLIDING DOOR & FRAME -SET IN CONTINUOUS SEALANT STEEL LINTEL-EXIST. (PAINT) FACE BRICK -EXIST. THRU-WALL FLASHING SYST. -EXIST. EXIST. 9" GYP BD- NEW EC6 THRESHOLD BELOW SET IN SEALANT CONTINUOUS SEALANT BACKER ROD AND SEALANT BOTH SIDES OF FRAME 3"LAYER 3/4" FRT PLYWOOD CORNER BEAD DA-xxxEXIST.9"GYP BD-NEW L1 112' -5 1/2" A SLOPE 1' - 4" SURFACE APPLIED REVERSE BREAKOUT BI-PARTING AUTOMATIC DOOR SYST. ASSA ABLOY SL500 SA-R EXTERIOR ALUM. STOREFRONT SYST. (BEYOND) PRE-FIN METAL JAMB CLOSURE -FLAT PLATE, ALL NEWLY EXPOSED SURFACES (BEYOND) NEW SEALANT AT GAP CONC. STOOP & FDN. SYST. -EXIST. FC1 A SURFACE APPLIED REVERSE BREAKOUT BI-PARTING AUTOMATIC DOOR SYST. EXIST. STL LINTEL -PAINT EXIST. THRU-WALL FLASHING & WEEP PRE-FIN METAL JAMB CLOSURE -FLAT PLATE ALL NEWLY EXPOSED SURFACES (HEAD, JAMBS) A BREAKOUT PIVOT OUTWARD PRE-FIN. METAL JAMB CLOSURE -FLAT PLATE, ALL NEWLY EXPOSED SURFACES (HEAD, JAMBS) EXTERIOR ALUM. STOREFRONT SYST. -NEW SILL TRACK (BELOW) SURFACE APPLIED REVERSE BREAKOUT BI-PARTING AUTOMATIC DOOR SYST. MFR. FACTORY PREP SWITCH LOCATION EXIST. ALUM STOREFRONT EXIST. EXTERIOR FACE BRICK VENEER EXIST. STL COL. E EXTERIOR CLAD WOOD SLIDING DOOR & FRAME -SET IN CONTINUOUS SEALANT EXIST. THRU-WALL FLASHING & WEEP SYST. EXIST. LINTEL -PAINT EXIST. EXTERIOR FACE BRICK VENEER SYST. GYP BD- NEW EXTERIOR NEW DOOR THRESHOLD SET IN SEALANT COORD. w/ INSTALLATION OF NEW FLASHING -AS REQ'D NEW INSUL. HM DOOR AND FRAME SYST. INTERIOR NEW EPDM ROOFING MEMBRANE & RIGID INSULATION E MODIFY EX CFM FRAM'G AT EXPANDED HEAD ELEVATION NEW THRU-WALL HEAD FLASH'G SYST. NEW REPLACEMENT FACE BRICK (PATCH TO MATCH) EX CFM w/ FACE BRICK VENEER EXTERIOR WALL SYST. NEW REPLACEMENT SLIDING DOOR SYST.SEE SECTIONFOR HEAD DATUMSECTION SEE MODIFY EX STL LINTEL FRAM'G AT EXPANDED HEAD ELEVATION -REFER TO STRUCT. GYP BD- NEW ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:55:47 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 DOOR DETAILS A6.32 D. MEHOK Date:___06/09/2023_____ 3" = 1'-0"2 HOLLOW METAL EXTERIOR DOOR JAMB w/ BRICK VENEER 3" = 1'-0"3 HOLLOW METAL EXTERIOR DOOR HEAD w/ BRICK VENEER 3" = 1'-0"5 SLIDING PATIO DOOR SILL @ WOOD DECK REPLACEMENT / BRICK VENEER 3" = 1'-0"4 EXTERIOR SLIDING PATIO DOOR SILL w/ BRICK VENEER 3" = 1'-0"6 SLIDING PATIO DOOR HEAD @ BRICK VENEER EXISTING OPN'G 3" = 1'-0"7 SLIDING PATIO DOOR JAMB w/ BRICK VENEER 1 1/2" = 1'-0"10 SILL DETAIL @ AUTOMATIC SLIDING DOOR SYST. 1 1/2" = 1'-0"12 HEAD DETAIL @ AUTOMATIC SLIDING DOOR SYST. 1 1/2" = 1'-0"11 JAMB DETAIL @ AUTOMATIC SLIDING DOOR SYST 3" = 1'-0"8 SLIDING PATIO DOOR HEAD @ CMU CAVITY WALL EXISTING OPN'G 3" = 1'-0"1 HOLLOW METAL EXTERIOR DOOR SILL DET. @ EXIST. ROOF AREA 3" = 1'-0"9 SLIDING PATIO DOOR HEAD @ BRICK VENEER NEW EXPANDED OPN'G ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance EXTERIOR METAL CLAD WOOD REPLACEMENT WINDOW ELEVATIONS 3/8" = 1'-0" WDWC2WA 1. TEMPERED GLASS AT ALL GLAZING ADJACENT TO DOORS WHERE THE NEAREST VERTICAL EDGE OF THE GLAZING IS WITHIN 24" OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE. 2. WINDOWS WITH OPERABLE PARTS SHALL NOT ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH THE OPENING WHEN THE WINDOW IS IN IT'S LARGEST OPEN POSITION. 3. THERMAL TRANSMITTANCE: NFRC 100 MAX WHOLE WINDOW U-FACTOR OF 0.29 BTU/SQ FT X H X DEG. F 4. T = TEMPERED GLASS 5. ENSURE OPERABLE WINDOWS PROVIDE COMPLIANT CONTROLS WITHIN REACH RANGE IN ALL ACCESSIBLE TYPE UNITS. NOTES WC3WB NOT USED WC1 WN1WF NOT USEDNOT USED REMOVE FIRST PIECE OF RELEASE PAPER. COVER HORIZONTAL SILL BY ALIGNING FLEXWRAP EDGE WITH INSIDE EDGE OF SILL. ADHERE ONTO ROUGH OPENING SILL AND UP JAMBS (MIN 6"). REMOVE SECOND RELEASE PAPER. FAN SILL FLASHING FLEXWRAP AT BOTTOM CORNERS ONTO FACE OF WALL. FIRMLY PRESS FLEXWRAP TO ENSURE FULL ADHESION TO WALL. SECURE FANNED EDGES WITH MECHANICAL FASTENERS (IE -CAP NAILS, STAPLES, SCREWS, ETC). APPLY CONTINUOUS BEAD OF SEALANT TO WALL OR BACK SIDE OF WINDOW MOUNTING FLANGE AT JAMBS AND HEAD ONLY. DO NOT APPLY SEALANT ACROSS BOTTOM SILL FLANGE. INSTALL WINDOW/DOOR ACCORDING TO MANUFACTURER'S INSTRUCTIONS. AFTER SECURELY FASTENING WINDOW/DOOR, CUT TWO PIECES OF SELF-SEALING STRAIGHT- FLASH OR FLEXWRAP FOR JAMB FLASHING, EXTEND 1" MINIMUM ABOVE WINDOW HEAD FLANGE AND BELOW BOTTOM EDGE OF SILL FLASHING. REMOVE RELEASE PAPER AND PRESS TIGHTLY ALONG SIDES OF WINDOW FRAME. 5A THESE DETAILS ARE TO BE USED FOR REFERENCE ONLY AND ARE NOT TO BE CONSTRUED AS INSTRUCTION FOR INSTALLATION. FOR RECOMMENDED INSTALLATION INSTRUCTIONS, REFER TO EACH MANUFACTURER'S PRODUCT MANUAL. SEE WINDOW HEAD DETAIL(S) FOR METAL FLASHING.INSTALL METAL DRIP FLASHING EXTENDING UP WALL OVER TOP OF WINDOW/DOOR. APPLY PIECE OF SELF-SEALING STRAIGHT FLASH OR FLEXWRAP FOR HEAD FLASHING (9" HEIGHT) THAT EXTENDS OVER THE METAL FLASHING BEYOND OUTER EDGES OF JAMB AND HEAD FLASHINGS AND BEYOND ANY TRIM. REMOVE RELEASE PAPER AND INSTALL COMPLETELY COVERING MOUNTING FLANGE AND ADHERING TO EXPOSED SHEATHING. APPLY SEALANT END DAM AT EACH END OF METAL DRIP FLASHING. FLIP DOWN UPPER FLAP OF AIR BARRIER. TAPE ALONG DIAGONAL CUTS IN AIR BARRIER, ACROSS HEAD AND ALL SEAMS. DO NOT APPLY TAPE TO BOTTOM OF WINDOW. REPAIR ACCIDENTAL TEARS, DAMAGE AND PENETRATIONS WITH SELF-ADHERED SEALING TAPE. 8A 8C 1A UNWRAP AIR BARRIER ROLL AT BUILDING CORNER LEAVING 6"-12" FOR OVERLAP. ROLL SHOULD BE PLUMB. BOTTOM ROLL EDGE SHOULD EXTEND OVER SILL PLATE INTERFACE AT LEAST 2" TO 3" SECURE AIR BARRIER EVERY 12"-18" ON VERTICAL STUD LINE. USE LARGE HEAD OR PLASTIC WASHER HEAD NAILS, AS A BEST PRACTICE. WIDE STAPLES WITH 1.0 INCH MINIMUM CROWN CAN ALSO BE USED. (SECURE PAPER TYPE BARRIERS PER CODE.) UNROLL DIRECTLY OVER WINDOWS AND DOORS. AT AIR BARRIER APPLICATIONS, LAP UPPER ROLL OVER BOTTOM ROLL BY 6" VERTICALLY. AT PAPER TYPE BARRIERS, LAP 2" MINIMUM HORIZONTALLY AND 6" VERTICALLY. MAKE AN "I-CUT" IN THE AIR BARRIER BY CUTTING HORIZONTALLY ACROSS THE BOTTOM AND THE TOP OF THE WINDOW OPENING. FROM THE CENTER CUT STRAIGHT DOWN TO THE SILL. CUT TWO 45 DEGREE SLITS A MINIMUM OF 8" FROM THE CORNER OF THE HEADER TO CREATE A FLAP ABOVE THE ROUGH OPENING TO EXPOSE SHEATHING AND TO ALLOW HEAD FLASHING INSTALLATION. FOLD SIDE FLAPS INTO ROUGH OPENING AND ATTACH TO INSIDE FACE OF FRAMING. CUT SILL FLASHING FLEXWRAP AT LEAST 12" LONGER THAN WIDTH OF ROUGH OPENING SILL(S). 2A 8B 4A 1B 1C 1D 1E 1F 2B 2C 2D 3A 3B 5C 5D 8C 8B 8A 8D 8D 5B DA-515D SEALANTTYP6"CONTINUOUS BEAD OF LOW EXPANSION SPRAY FOAM INSULATION SEALANT TO TOP OF HORIZONTAL MULLION WHERE OCCURS INTERIOR SEAL DIAGRAM 1E 1A 1D 1D 1C 1B 6" MIN2A 2B 2D 4A 3A 3B 5A 5D 5B6"9"IMPORTANT NOTE: IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ALL THE SEAM SEALING TAPES AND FLASHINGS ARE FULLY COMPATIBLE WITH THE SEALANT SYSTEM TO BE USED ON THE PROJECT. 1 0 " M IN 2C 5C 1F 2 EQ LITES 7' - 4"4' - 0"2 EQ LITES 5' - 8"4' - 0"2' - 8"EXTERIOR ALUMINUM STOREFRONT ELEVATIONS 3/8" = 1'-0" SF2 SF1 MFR: ASSA ABLOY SL500 SA-R SURFACE APPLIED, REVERSE BREAKOUT AUTO-MATIC BI-PARTING DOOR SYSTEM EXTERIOR DOORWAY 117A MFR: ASSA ABLOY SL500 SA-R SURFACE APPLIED, REVERSE BREAKOUT AUTO-MATIC BI-PARTING DOOR SYSTEM INTERIOR VESTIBULE DOORWAY 117B SF4 SF7 SF8 SF9 SF10 INTERIOR STOREFRONT SIDELIGHT INTERIOR STOREFRONT SIDELIGHT EXTERIOR BREAKOUT SIDE SURFACE MTD MOTOR INTERIOR SIDE OF VESTIBULE VFY M.O. 12' - 4"VFY M.O.7' - 2"GL-4 T2' - 1"GL-4 T GL-4 T GL-4 T GL-4 T GL-4 T VFY M.O. 12' - 4"VFY M.O.7' - 2"EXTERIOR BREAKOUT SIDE SURFACE MTD MOTOR INTERIOR SIDE OF VESTIBULE MFR 72" PER INSUL. STOREFRONT SIDELIGHT INSUL. STOREFRONT SIDELIGHT GL-1 T GL-1 T GL-1 T GL-1 T GL-1 T GL-1 T INTERIOR BORROW LITE ELEVATIONS 3/8" = 1'-0" SF20 NOT USED 3 EQ LITES 9' - 0"4' - 0"VFY M.O. 5' - 8"VFY M.O.7' - 2"2' - 1"GL-1 T GL-1 T GL-1GL-1 EQ EQ VFY M.O. 6' - 8"4' - 0"GL-1 T VFY M.O. 6' - 4"8' - 0"EQ EQ GL-1 GL-1 12' - 8"4' - 9"VFY M.O. 4' - 0" GL-1 T GL-1 2' - 1"7' - 4"VFY M.O. 5' - 4" GL-1 T GL-1 2 EQ LITES 6' - 8"4' - 0"2' - 8"ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:55:50 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 EXTERIOR WINDOW / DOOR & ALUMINUM STOREFRONT ELEVATIONS A6.40 D. MEHOK Date:___06/09/2023_____ ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance SOLID SURFACE SILL CONTINUOUS BACKER ROD & SEALANT EACH SIDE OF FRAME 3" PREFINISHED SILL FLASHING -SET IN CONTINUOUS SEALANT BEADS MEMBRANE FLASHING INSUL. EXTERIOR ALUMINUM GLAZING SYSTEM REFER TO ELEVATIONS FRAME RECEIVER 1 LAYER 3/4" FRT PLYWOOD CONTINUOUS SEALANT FIRE TREATED WOOD BLOCKING 1/4" DA-501I XX R X SEALANT EXIST. 3 5/8" CORNER BEAD 2"1/2"EXIST. 9" CONTINUOUS BACKER ROD & SEALANT EACH SIDE OF FRAME MEMBRANE FLASHING ALUMINUM GLAZING SYSTEM REFER TO ELEVATIONS 1 LAYER 3/4" PLYWOOD FIRE TREATED 3" SILL BELOW DA-501J XX R X CONTINUOUS SEALANT FRT WOOD BUCK FULL WIDTH OF INSULATION EXIST. 3 5/8" EXIST. 9" INSUL. EXTERIOR ALUMINUM GLAZING SYSTEM REFER TO ELEVATIONS CONTINUOUS BACKER ROD & SEALANT EACH SIDE OF FRAME FLEXIBLE THRU WALL FLASHING W/ END DAMS -EXIST. STEEL LINTEL - PAINT - EXIST. PREFINISHED DRIP EDGE WEEP VENTS @ 24" O.C. 3" CAVITY CLEAR MAT'L. -EXIST. FLASHING TERMINATION -EXIST. DA-501K 1 LAYER 3/4" PLYWOOD FIRE TREATED CONTINUOUS SEALANT EC6 R X EXIST. 3 5/8" EXIST. 9" SLOPE 1/4" MIN SOLID SURFACE SILL CONTINUOUS BEAD OF LOW EXPANDING SPRAY FOAM INSULATION AS PER MFR. EXTERIOR INSULATED CLAD WINDOW SYST. CONTINUOUS BACKER ROD & SEALANT XX B X DA-XXX CONTINUOUS SEALANT PREFINISHED METAL FLASHING W/ KEEPER STRIP & END DAMS OVER FLEXIBLE THRU WALL FLASHING3"SEALANT CASING BEAD 3 5/8" 2 3/4" EXIST. MTL STUD FRAMING SYST. EXIST. 9" EXTERIOR INSULATED CLAD WINDOW SYST. CONTINUOUS BACKER ROD & SEALANT SILL FLASHING BELOW SILL BELOW -WHERE OCCURS DA-XXX XX B X MFR. EXTENSION JAMB CONTINUOUS BEAD OF LOW EXPANSION SPRAY FOAM INSULATION AS PER MFR. 3 5/8" SEALANT 6" UP FROM SILL ON JAMBS ONLY TYPICAL EXIST. 9" HDWD TRIM 2 3/4" EXIST. MTL STUD FRAMING SYST. EXTERIOR INSULATED CLAD WINDOW SYST. CONTINUOUS BACKER ROD & SEALANT STEEL LINTEL - EXIST. - PAINT PREFINISHED DRIP EDGE - EXIST. WEEP / VENTS - EXIST. FLASHING TERMINATION - EXIST. XX B X FLEXIBLE THRU WALL FLASHING WITH END DAMS - EXIST. DA-XXX 3 5/8"EXIST. 9" CONTINUOUS BEAD OF LOW EXPANSION SPRAY FOAM INSULATION AS PER MFR. 2 3/4" MFR. EXTENSION JAMB HDWD TRIM EXIST. MTL STUD FRAMING SYST. SEALANT A 3 E.I.F.S. EXTERIOR METAL CLAD WOOD WINDOW SYST. EXTERIOR METAL CLAD WOOD WINDOW SYST. ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:55:51 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 WINDOW DETAILS A6.41 D. MEHOK Date:___06/09/2023_____ 3" = 1'-0"1 ALUM. STORFRONT WINDOW SILL DETAIL - METAL STUD / BRICK 3" = 1'-0"2 ALUM. STORFRONT WINDOW JAMB DETAIL - METAL STUD / BRICK 3" = 1'-0"3 ALUM. STORFRONT WINDOW HEAD DETAIL - METAL STUD / BRICK 3" = 1'-0"10 METAL CLAD WOOD WINDOW SILL DETAIL - METAL STUD / BRICK 3" = 1'-0"11 METAL CLAD WOOD WINDOW JAMB DETAIL - METAL STUD / BRICK 3" = 1'-0"12 METAL CLAD WOOD WINDOW HEAD DETAIL - METAL STUD / BRICK 3" = 1'-0"5 METAL CLAD WOOD WINDOW JAMB DETAIL - DEMISING WALL INFILL ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance 1.REFER TO SPECIFICATION FOR EQUIPMENT USED IN THIS PROJECT SEE SPECIFICATIONS SECTION 10 28 00 AND ENLARGED FLOOR PLANS FOR LOCATION, STYLE AND MANUFACTURER FOR EACH TOILET ACCESSORY. 2.DO NOT SCALE DRAWINGS. 3.PROVIDE WOOD BLOCKING OR SHEET METAL BLOCKING FOR ALL TOILET ACCESSORIES MOUNTED IN GYPSUM BOARD PARTITIONS. MAINTAIN INTEGRITY OF FIRE RATING WHERE ACCESSORIES ARE INSTALLED ON RATED PARTITIONS. REFER TO BLOCKING DIAGRAM. NOTE: WOOD BLOCKING IS NOT FIRE RETARDANT. 4.REFER TO ACCESSIBILITY REQUIREMENTS FOR CLEAR FLOOR SPACE REQUIRED FOR FIXTURE OR PIECE OF OPERABLE EQUIPMENT. 5.THIS PROJECT MAY NOT INCLUDE ALL OPERABLE EQUIPMENT SHOWN ON THIS SHEET. REFER TO SPECIFICATIONS, ENLARGED PLANS, AND INTERIOR ELEVATIONS FOR REQUIRED EQUIPMENT. 6.WHERE AN ITEM IS LISTED N.I.C. PROVIDE BLOCKING ACCORDING TO OWNER SELECTED MANUFACTURER / VENDOR SUPPLYING THE ACCESSORY. TYPICAL TOILET ROOM NOTES:TYPICAL MOUNTING HEIGHTSUNIT ACCESSORYPUBLIC ACCESSORYNOTE: SEE SPECS OR ENLARGED TOILET ROOM PLANS FOR TOILET ACCESSORIES NECESSARY AT EACH LOCATION CLEAR 60" MIN 33"- 36"36" CLR 33"- 36"17"- 19"17"- 19" 17"- 19" CLEAR 60" MIN 33" - 36"17" - 19"24" MIN 12" MIN ACCESSIBLE WATER CLOSET GRAB BAR AND STALL LOCATIONS 12" MAX 42" MIN 33" - 36"18" MIN18" MAX16" MINCLEAR60" MINCLEAR 78" MIN CLEAR 48" MIN ACCESSIBLE WATER CLOSET CLEARANCE ASSOCIATED GRAB BARS, TOILET PAPER AND SANITARY SEAT COVER DISPENSERS, SANITARY NAPKIN RECEPTACLES, COAT HOOKS, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AT OTHER FIXTURES, AND THE TURNING SPACE SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET. NO OTHER FIXTURES OR OBSTRUCTIONS, INCLUDING PROTRUDING TOWEL DISPENSERS OR WASTE RECEPTACLES, SHALL BE INSTALLED WITHIN THE REQUIRED WATER CLOSET CLEARANCE.@ WALL PARTITION66" MIN TOE CLEAR42 41 NOTE: SEE SPECS OR ENLARGED TOILET ROOM PLANS FOR TOILET ACCESSORIES NECESSARY AT EACH LOCATION 39"- 41"18" MIN39" - 41" 24" MIN 42" MAX PROTRUDING DISPENSER 9" MINCLEAR 78" MIN 9" MIN39"- 41"18" MIN42" MIN12" MAX 39" - 41" AMBULATORY TOILET STALL GRAB BAR LOCATIONS 40 TOILETSACCESSIBILITY CLEARANCES @ BATHROOMS (BASED ON FHA AND 2020 MN ACCESSIBILTY CODE)ALTERNATE ROLL-IN SHOWER PROVIDE REINFORCING FOR FUTURE GRAB BARS AND SEAT ACCESSIBLE - ALTERNATE ROLL-IN SHOWER PROVIDE AND INSTALL GRAB BRS AND SEAT BACK WALL FOLD DOWN SHOWER SEAT SEAT WALL CONTROL AREA COORDINATE ADJUSTABLE HEAD W/ PLUMBING CONTRACTOR TO ENSURE COMPLIANCE 6' - 0"38" MIN48" MAXPROVIDE BLOCKING AT ALL SHOWER SEATS, TYP END WALL 27" MAX CONTROL AREA 6" MAX 60 COORDINATE ADJUSTABLE HEAD W/ PLUMBING CONTRACTOR TO ENSURE COMPLIANCE CONTROLS AND HAND SHOWER MAY BE LOCATED THE END WALL OR THE BACK WALL 3"19" MAX17" MIN6" MAX 6" MAX ALIGN WITH EDGE OF SEAT 33" - 36"CENTER LINE OF SEAT CENTER LINE OF SEAT ON OPPOSITE WALL 15" MAX 15 MAX SHOWERS (continued)FOLD DOWN SHOWER SEAT TRANSFER TYPE SHOWER PROVIDE AND INSTALL GRAB BARS AND SEAT COORDINATE ADJUSTABLE HEAD W/ PLUMBING CONTRACTOR TO ENSURE COMPLIANCE ACCESSIBLE - STANDARD ROLL-IN SHOWER PROVIDE AND INSTALL GRAB BARS AND SEAT18" MIN3" - 6"33" - 36"15" MAX 4" MAX 38" MAX72" TYP18" MIN 1 1/2" 717233" - 36"48" MAXSEAT WALLBACK WALLCONTROL WALL 19" MAX17" MINCONTROL ENDSEAT ENDCONTROL AREA BACK WALL SIDE WALLSEAT WALL36" MIN24" - 36" 36" MIN 60" MIN 3"1 1/2"END WALLCLEAR30" MIN30" MIN1 1/2" CLEAR 60" MIN 1 1/2"1 1/2"16" MAX 15" MIN BACK WALL SEAT WALLCONTROL WALL1 1/2" CLEAR 48" MIN 16" MAX 15" MIN36" CLRCLEAR30" MIN36" CLR ACCESSIBLE TRANSFER TYPE SHOWER 76 ACCESSIBLE STANDARD ROLL-IN SHOWER 75 ACCESSIBLE ALTERNATE ROLL-IN SHOWER 74 BACK WALL SIDE WALLSIDE WALL60" MIN 16" MAX15" MINFOLD DOWN SHOWER SEAT COORDINATE ADJUSTABLE HEAD W/ PLUMBING CONTRACTOR TO ENSURE COMPLIANCE 2' - 6"6' - 0"33" - 36"38" MIN48" MAX27" MAX PROVIDE BLOCKING AT ALL SHOWER SEATS (TYP) CONTROL AREA SIDE WALL19" MAX17" MIN1 1/2" BACK WALLSIDE WALL ALIGN W/ EDGE OF SEAT 48" MAX 6" MAX 30" MAX 6" MAX 16" MIN SHOWERSBATHTUBSCLEAR FLOOR SPACE60" D IA M E TE R 30" MIN48" MIN FLOOR CLEARANCES - SEE UNIT PLANS FOR SPECIFIC LOCATIONS 51 FLOOR CLEARANCES - SEE PLANS FOR SPECIFIC LOCATIONS 54 MIN 11" MAX 6"9"27" MINKNEE AND TOE CLEARANCE REQUIREMENTS 50 LAVATORIESPROVIDE LEVER HANDLES AT LAVATORY EXPOSED H.W. PIPING AND DRAIN TO BE INSUL WRAPPED, TYP ALL WALL MOUNT SINKS ACCESSIBLE WALL MOUNT LAV NOTE: SEE SPECS OR ENLARGED TOILET ROOM PLANS FOR TOILET ACCESSORIES NECESSARY AT EACH LOCATION CLEARANCESEE KNEEAND TOE34" MAX52 PLATFORMHEIGHT WHEN OPENRECESSED PAPER TOWEL DISPENSER / WASTE RECEPTACLE WALL-MOUNTED SOAP DISPENSER CHANGING STATION HORIZ OR VERT *REFER NOTES HAND DRYERMIRRORSTANDARD URINAL ADA URINAL TOILET PARTITION URINAL SCREEN *REFER NOTES DOUBLE ROLL TOILET PAPER DISPENSER SANITARY NAPKIN DISPOSAL RIM1' - 5"RIM2' - 0"40" MAXBOTTOM OFREFLECTIVESURFACEMAX4' - 0"28" MIN2' - 10"18" MIN 3' - 4" PREF4' - 0" MAXMAX3' - 8"TO LATCH3' - 8" MAX48" MAX2'-10" MIN123456789 PARTITIONS 36" MIN BETWEEN 10 1' - 8"8"18" MIN33" MAX11 MIN1' - 6"3" MIN CLR1' - 0" MIN MIN9"MIN9"RECESSED FIRE EXTINGUISHER CABINET TO HANDLE4' - 0" MAXWATER FOUNTAIN *REFER NOTES 1231SPOUT3' - 0"SPOUT3' - 6"MIN 11" 6" MINMIN1' - 0"SPOUT36" MAXMIN2' - 3"5" MIN1' - 3" MIN ADA WATER FOUNTAIN *REFER NOTES 13 MOP / BROOM HOLDER5' - 0"14 WALL MOUNTED CARD ACCESS READER TYPICAL WALL MOUNTED SCONCE U.N.0.6' - 0" TYP4'-0" MAX3' - 4" TYP1516 TOWEL BARROBE HOOKSHOWER CURTAIN ROD SHOWER HEAD SEE TAG 4'-0" @ TYPE A4' - 6" TYP.@ TYPE A4' - 0" MAXTYP.5' - 8"6' - 7"VARIES WALL MOUNTED TOWEL RING EQ EQ 1'-2" TYPE A1'-6" TYP2'-10" MAXTHERMOSTATMAX4' - 0"2324 ADD HOOK @ TYPE A UNITS 2526273132 EXHAUST FAN CEILING6" BELOWCLOSET ROD & SHELF LOW ROD & SHELF SINGLE ROD & SHELF @ TYPE A4' - 0" MAX5' - 8"30 MEDICINE CABINET MAX3' - 10"29 SHOWER CORNER SHELF 28 @ SHWR FLR4' - 0" MAXAFF6' - 10"3' - 6"3' - 6"DOUBLE ROD & SHELF SINGLE ROLL TOILET PAPER DISPENSER 22 33" MAX18" MIN8" MIRROR BOTTOM OFREFLECTIVESURFACE21 40" MAXBACK WALL HEAD END WALLCLEAR30" MIN30" MINCONTROL WALLCLEAR 60" MIN TYPE B UNIT - OPTION B (PARALLEL APPROACH TUB) * SEE DETAIL 57 FOR GRAB BAR BLOCKING REQUIREMENTS 85 30" MIN48" MIN TYPE B UNIT - OPTION A (PARALLEL APPROACH TUB) * SEE DETAIL 57 FOR GRAB BAR BLOCKING REQUIREMENTS 86 48" MIN 30" MIN60" MIN 60" MIN 48" MINTYPE B UNIT - OPTION A (FORWARD APPROACH TUB) * SEE DETAIL 57 FOR GRAB BAR BLOCKING REQUIREMENTS 87CONTROL WALLCONTROL WALLCONTROL WALLTYPE A AND ACCESSIBLE UNIT 30"X60" BATHTUB REMOVABLE SEAT IN BATHTUB 84HEAD END WALLHEAD END WALLHEAD END WALLTYPE A UNIT BATHTUB PROVIDE REINFORCEMENT FOR FUTURE GRAB BARS ACCESSIBLE BATHTUB PROVIDE AND INSTALL GRAB BARS AND REMOVABLE SEAT IN BATHTUB8"-10"33" - 36"TYPE B UNIT BATHTUB PROVIDE REINFORCEMENT FOR FUTURE GRAB BARS 82 HEAD END WALL BACK WALLCONTROL WALL 83 CONTROL WALL BACK WALL HEAD END WALL CONTROL AREA COORDINATE ADJUSTABLE HEAD W/ PLUMBING CONTRACTOR TO ENSURE COMPLIANCE 72" TYP33"- 36"3" - 6"MIN18".2' - 6"1' - 4"12" MIN 33"- 36"12" MAX 24" MIN 24" MAX 33" - 36"4" MAX 24" MIN LENGTH 8"-10"33" - 36"12" MAX 24" MIN 24" MAX4" MAX MIN18".3"- 6"33" - 36"24" MIN CONTROL ENDHEAD ENDCONTROL AREA 12" MIN CONTROL ENDHEAD ENDARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:55:53 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 INTERIOR MOUNTING HEIGHTS & ACCESSIBILITY STANDARDS A7.00 D. MEHOK Date:___06/09/2023_____ ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance 1. REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR ACTUAL LIGHT FIXTURES AND CEILING MOUNTED DEVICE TYPES. 2. REFER TO A6.01 FOR TYPICAL FLOOR / CEILING ASSEMBLY DETAILS. 3. REFERENCE ACOUSTIC REPORT IN SPEC, DIVISION 1 SECTION 01 92 00. 4. INSTALL CONTROL JOINTS (CJ) IN GYPSUM BOARD CEILINGS WHERE INDICATED, PER INDUSTRY STANDARDS, AND PROJECT MANUAL SECTION 09 29 00. SUBCONTRACTOR TO PROVIDE DRAWINGS INDICATING CONTROL JOINT LOCATIONS TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 5. SEE SHEETS A2.20 -A2.22 FOR GUEST ROOM RCPS & ANNOTATIONS REFLECTED CEILING PLAN GENERAL NOTES 1 A B C D E F 2 3 4 5 6 7 9 10 11 12 13 EXPOSED EXPOSEDEXPOSEDEXPOSED MECH. 023 ELEC. 022 STAIR B ELEV. EQUIP. 021ELEV. LOBBY 020MAINT. 008B STAIR A FUTURE RESTAURANT TENANT 008 BOH LAUNDRY 018 CL-3 8' - 0"AFF P-04 EXISTING CEILING P-04 EXISTING CEILING CG TO VERIFY IF EXISTING ACT CEILING CAN BE REUSED FUTURE HOTEL LOBBY REFLECTED CEILING PLAN LEGEND CL-1 (1) LAYER OF 5/8" GYPSUM BOARD ATOP NON-STRUCTURAL METAL FRAMED SUSPENSION SYSTEM. CL-2 DROPPED SOFFIT (1) LAYER OF 5/8" GYPSUM BOARD ATOP NON- STRUCTURAL METAL FRAMED SUSPENSION SYSTEM. CL-3 SUSPENDED ACOUSTIC CEILING PANEL SYSTEM CL-4 GYP BD COVE @ 10'-0", WOOD SLATS SUSPEDED @ 9'-6" -STN-02 P-01 ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:55:54 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 REFLECTED CEILING PLAN - LOWER LEVEL A9.00 D. MEHOK Date:___06/09/2023_____ 3/16" = 1'-0"1 00-LOWER LEVEL-REFLECTED CEILING PLAN N ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance 1 A B C D E F 2 3 4 5 6 7 9 10 11 12 13 EXPOSEDEXPOSED MEN 122 JAN. 121 ELEV. LOBBY 120 CORRIDOR 100 EXPOSED EXTERIOR WOOD DECK SYSTEM EXPOSED EXTERIOR WOOD DECK SYSTEM EXPOSED EXTERIOR WOOD DECK SYSTEM METAL CANOPY SOFFIT GUEST ROOM #8B 106 GUEST ROOM #8 105 GUEST ROOM #9 104 GUEST ROOM #3 103 GUEST ROOM #2 102 GUEST ROOM #5 107 GUEST ROOM #6 108 GUEST ROOM #7 109 GUEST ROOM #2 REV 110 GUEST ROOM #2 111 GUEST ROOM #4 REV 112 GUEST ROOM #1 REV 114 GUEST ROOM #1 113 STAIR A GUEST ROOM #4 101 STAIR B OPEN TO ABOVE OPEN TO ABOVE EX 2HR SHAFT HALL 100A CL-1 9' - 0"AFF CL-1 9' - 0"AFF NEW EXTERIOR LIGHTING NEW EXTERIOR LIGHTING NEW EXTERIOR LIGHTING NEW EXTERIOR LIGHTING NEW EXTERIOR LIGHTING NEW EXTERIOR LIGHTING NEW EXTERIOR LIGHTING NEW EXTERIOR LIGHTING NEW EXTERIOR LIGHTING L-05 @ L2 ONLY L-02 TYP @ GUEST ROOM ENTRY, SEE 1/ID0.0 P-01 P-01 HALL 100B CL-1 9' - 0"AFF P-04 EXISTING CEILING P-04 EXISTING CEILINGL-08 L-01 TYP L-01 TYP L-01 TYP P-01 WOMEN 123 POTENTIAL SOFFIT FOR HEADER -VERIFY W/ BALCONY SUPPLIER * REFER TO SHEET A9.00 FOR RCP LEGEND AND NOTES ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:55:58 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 REFLECTED CEILING PLAN - LEVEL 1 A9.01 D. MEHOK Date:___06/09/2023_____ 3/16" = 1'-0"1 REFLECTED CEILING PLAN L1 N ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance 1 A B C D E F 2 3 4 5 6 7 9 10 11 12 13 UNDERSIDE EXTERIOR METAL SOFFIT SYSTEM STAIR B BREAK ROOM 222A JAN. 221 ELEV. LOBBY 220 CORRIDOR 200 EXPOSED UNDERSIDE EXTERIOR METAL SOFFIT SYSTEM UNDERSIDE EXTERIOR METAL SOFFIT SYSTEM GUEST ROOM #10 201 GUEST ROOM #3B 203 GUEST ROOM #9 204 GUEST ROOM #8 205 GUEST ROOM #8B 206 GUEST ROOM #5 207 GUEST ROOM #6 208 GUEST ROOM #7 209 GUEST ROOM #2 REV 210 GUEST ROOM #2 211 GUEST ROOM #4 REV 212 GUEST ROOM #1 REV 214 GUEST ROOM #1 213 STAIR A A-2 C O O R D I N A T E M E C H A N I C A L A C C E S S P A N E L S , E T C . EXISTING EXTERIOR ROOF SOFFIT, GUTTER, AND DOWNSPOUT SYST. EXISTING EXTERIOR ROOF SOFFIT, GUTTER, AND DOWNSPOUT SYST. EX CLG. EX 2HR SHAFT CL-3 9' - 0"AFF EX CLG. L-05 @ L2 ONLY HALL 200C P-04 P-04 EXISTING CEILING L-08 L-08 L-08 L-02 TYP @ GUEST ROOM ENTRY, SEE 1/ID0.0 L-01 TYP CL-1 9' - 0"AFF P-01 CL-1 9' - 0"AFF L-01 TYP P-01 EQ EQ EQEQL-13 STAFF RR 222B CL-3 9' - 0"AFF PHASE 2 CONSTRUCTION POTENTIAL SOFFIT FOR HEADER -VERIFY W/ BALCONY SUPPLIER * REFER TO SHEET A9.00 FOR RCP LEGEND AND NOTES ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:56:00 AM DORAN DORAN 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 REFLECTED CEILING PLAN - LEVEL 2 A9.02 D. MEHOK Date:___06/09/2023_____ 3/16" = 1'-0"1 02-L2-REFLECTED CEILING PLAN N ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 REVIEW SET 04/14/23 PERMIT SET 06/09/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance SALVAGED WOOD PLANK UNIT NUMBERS REFERENCE DOOR SCHEDULE FOR FRAME/PANEL TYPE ELEVATION B-01 STN-01P-02 PLAN P-02 B-019' - 0"7 1/4"1' - 0"CUSTOM SCONCES @ EACH UNIT ENTRY 6' - 0"ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:56:11 AM EEY MD 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 INTERIORS COVER SHEET ID0.0 Date:___06/09/2023_____ INTERIORS GENERAL NOTES CODE NOTE AT ENTERTAINMENT SUITES, CONTROLS AT COOKTOP, OVEN AND HOOD TO BE 48” MAX AFF. 1 DO NOT SCALE DRAWINGS. 2 ALL MATERIALS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 3 NO SUBSTITUTION WITHOUT DESIGNER OR OWNER'S APPROVAL. 4 INTERIOR PLAN GENERAL NOTES APPLY TO ALL INTERIOR FINISH PLAN SHEETS. 5 SEE ARCHITECTURAL DRAWINGS FOR PARTITION DIMENSIONS AND TYPES. 6 SEE FINISH PLANS AND ELEVATIONS FOR FINISH NOTES. NOT ALL ARE SHOWN ON FINISH PLANS. 7 TRANSITION STRIP REQUIRED AT ALL FLOORING CHANGES. 8 FLOOR PATTERN DIMENSIONS AND LOCATIONS ARE APPROXIMATE BASED ON KNOWN CONDITIONS. CONTACT INTERIOR DESIGNER TO CONFIRM LAYOUT. 9 HOLLOW METAL TRIM AND DOORS TO RECEIVE P-03. 10 REFER TO PROJECT MANUAL AND INTERIORS FOR CONTACT INFORMATION, SUBMITTALS, SHOP DRAWINGS, AND MOCKUPS REQUIRED. 11 GENERAL CONTRACTOR SHALL COORDINATE CUT-OUTS FOR CASEWORK, MILLWORK, OR OTHER EQUIPMENT AS REQUIRED 12 VERIFY OPENING WIDTHS INDICATED WITH APPLIANCE MANUFACTURED CLEARANCES AT BUILT-IN CASEWORK. 13 NO EXIT INDICATORS OR STROBES ON MILLWORK WALLS OR AT TILE BACKSPLASHES ON KITCHEN AND BAR ELEVATIONS. 14 NO DEVICES ON FIREPLACE WALLS UNLESS INDICATED ON ELEVATIONS FOR TELEVISION OR OTHER PURPOSES. 15 REFER TO ARCH A7.0 FOR TYPICAL RESTROOM MOUNTING HEIGHTS AND FIXTURE LOCATIONS 16 TVS TO BE HUNG AT 5'-6" FROM CENTER OF UNIT AFF AND CENTERED ON WALL UNLESS OTHERWISE NOTED. 17 CEILINGS TO BE PAINTED P-01 UNLESS OTHERWISE NOTED. 18 REFER TO TYPICAL UNIT DOOR DROP INFORMATION SEE SHEET ID0.0. INTERIORS KEYNOTES CODE COMMENT F1 REFER TO TYPICAL ELEVATIONS SHEET. F2 TILE INSTALLER TO PROVIDE AND INSTALL METAL TRANSITION STRIP WHERE NOTED. TO BE SCHLUTER OR EQUAL.COLOR MUST BE APPROVED BY DESIGNER PRIOR TO INSTALL. F3 PROVIDE TRANSITION STRIP FROM CARPET TO RESILIENT FLOORING. JOHNSONITE SLIM LINE GATEWAY. F4 PROVIDE TRANSITION STRIP FROM CONCRETE TO FINISH FLOORING. JOHNSONITE GATEWAY. F5 CERAMIC TILE TO CARPET TRANSITION TO BE FLUSH. INSTALLER TO FEATHER SUBFLOOR SO CARPET AND TILE ARE FLUSH. F6 CARPET SITS ON TOP OF FINISHED FLOOR, NOT INSET. F7 WALLS TO RECEIVE COVED SCHLUTER STAINLESS STEEL TRIM PIECE AT FLOOR. NON-TILED WALLS TO RECEIVE TILE BASE 4"H CUT FROM ADJACENT FLOOR TILE TO MATCH. F8 OUTSIDE GWB CORNERS TO RECEIVE CLEAR CORNER GUARDS, WP-01 F9 REFER TO ARCH PLAN SHEETS FOR FLOOR TREATMENT AT THIS AREA F10 WHITE CORION SOLID SURFACE THRESHOLD AT THE FOLLOWING CONDITIONS: LVT TO MOSAIC TILE, LVT TO BROADLOOM CARPET, LVT TO PORCELAIN TILE, MOSAIC TO PORCELAIN TILE F11 BRASS SCHLUTER TRANSITION - SCHLUTER, SCHIENE - BRUSHED BRASS ANODIZED FINISH, * THIN-SET GROUT TO BE USED TO PROVIDE SAME-HEIGHT FLUSH TRANSITION F12 NO DEVICING THIS WALL. F13 ALL CABINET, DOORS, AND DRAWERS TO BE LOCKED WITH THE EXCEPTION OF TRASH/RECYCLE F14 CAB. DOOR PROFILE & HDWR TBD F15 PROVIDE CORNER TRANSITION STRIP AT ALL OUTER, EXPOSED CORNERS, MFR: SCHLUTER, SPEC: JOLLY, FINISH: BRUSHED BRASS ANODIZED INTERIORS MATERIALS SCHEDULE CODE MANUFACTURER PRODUCT COLOR/FINISH SIZE NOTES B-01 TBD STAINED WOOD BASE MATCH COLOR SAMPLE 7.25" B-02 NOT USED B-03 TBD STAINED WOOD BASE MATCH COLOR SAMPLE 7.25" GUEST ROOM / OFFICE / WELLNESS ROOM B-04 TBD VINYL BASE CAVED - TBD CONC-01 EXISTING CONCRETE FLOORS GC TO PROVIDE LEVEL 2 FINISH CONC-02 SONOMA CAST STONE CUSTOM COUNTERTOP W/ INTEGRAL COUNTER SINKS, RECTANGULAR NUCRETE N604 BY OWNER CPT-01 ENCORE MERINO - RUNNING LINE BROADLOOM AGED BRONZE (6025/6179 COLORS) CONSTRUCTION: INFINITY CPT-02 EAGLE MAT 3/4" RECESSED GRILL PEDITRED CARPET TREAD INSERT COLOR: ESPRESSO CPT-03 SHAW CONTRACT TBD TBD TBD GUEST ROOMS CPT-04 SHAW CONTRACT DIAMONDS SISAL (58111) CAPTAIN'S QUARTERS BEDROOM HDW-01 TBD MDL-01 WOOD MOULDING BMI FJ POPLAR PANEL MOULDING PM-509 1-1/2"H x 1/2"D MR-01 MAJESTIC MIRROR DEAN CURVE W/ INTEGRATED LIGHTING 24" X 36" COMMON AREA VANITIES MR-02 MAJESTIC MIRROR & FRAME AMARA W/ INTEGRATED LIGHTING 70" X 32" GUEST ROOM VANITIES MR-03 MAJESTIC MIRROR & FRAME BEAUX W/ INTEGRATED LIGHTING 32" DIA MIRROR X 42" OVERALL HEIGHT CAPTAIN'S QUARTERS POWDER MR-04 WEST ELM METAL FRAME ANTIQUE - GOLD FLOOR MIRROR 24"W X 65"H FULL LENGTH MIRROR WALL MOUNTED IN GUEST ROOMS MR-05 WEST ELM INDUSTRIAL WOOD FRAME FLOOR MIRROR 30"W X 72"H FULL LENGTH MIRROR ANGLED AGAINST WALL @ L1 ELEV LOBBY & PUBLIC RR MR-06 POTTERY BARN BERKE NARROW IRON FRAME FLOOR MIRROR IRON 21" W X 86" H COMMON RESTROOMS (1 IN EACH) MTL-01 TBD METAL BLACK - SATIN FINISH MTL-02 NOT USED MTL-03 NOT USED P-01 BEHR DYNASTY MARQUEE COLOR MATCH SW 9111 ANTLER VELVET / INTERIOR MATTE N/A GYP BD FINISH TEXTUR: LEVEL 5 SMOOTH P-02 BEHR DYNASTY MARQUEE COLOR MATCH SW 9109 NATURAL LINEN / INTERIOR SATIN GYP BD FINISH TEXTUR: LEVEL 5 SMOOTH P-03 SHERWIN WILLIAMS SW 7048 URBAN BRONZE / SEMI-GLOSS PAINTED HM FRAME P-04 BEHR DYNASTY MARQUEE COLOR MATCH SW 6237 DARK NIGHT / INTERIOR MATTE GYP BD FINISH TEXTUR: LEVEL 5 SMOOTH P-05 SHERWIN WILLIAMS SW 7048 URBAN BRONZE / MATTE RAISED CEILING COVE: LEVEL 4 P-06 BEHR DYNASTY MARQUEE COLOR MATCH SW 9110 MALABAR / INTERIOR MATTE GYP BD FINISH TEXTUR: LEVEL 5 SMOOTH P-07 BEHR DYNASTY MARQUEE COLOR MATCH SW 9111 ANTLER VELVET / INTERIOR MATTE GYP BD FINISH TEXTUR: LEVEL 5 SMOOTH P-08 BEHR DYNASTY MARQUEE COLOR MATCH SW 9109 NATURAL LINEN / INTERIOR MATTE GYP BD FINISH TEXTUR: LEVEL 5 SMOOTH P-09 BEHR DYNASTY MARQUEE COLOR MATCH SW 9109 NATURAL LINEN / SEMI-GLOSS PF-01 BOBRICK DESIGNER SERIES HPL TBD MOUNTING: FLOOR ANCHORED, NO OVERHEAD BRACING PF-02 BRIZO ALLARIA - SINGLE HANDLE LAVATORY FAUCET BLACK AT ALL SINKS PF-03 BRIZO DECORATIVE DRAIN TRAP BLACK AT ALL SINK LOCATIONS THROUGHOUT PF-04 BRIZO LEVOIR TEMPASSURE THERMOSTATIC SHOWER ONLY TRIM BLACK AT ALL SHOWERS PF-05 BRIZO LEVOIR H2OKINETIC MULTI-FUNCTION SLIDE BLACK ADA SHOWERS & CAPTAIN'S QUARTERS ONLY PF-06 BRIZO ODIN SINGLE-HANDLE FREESTANDING TUB FILLER BLACK CAPTAIN'S QUARTERS ONLY PF-07 IBM MIRROR ARTEMIS TOWEL WARMER BLACK 18"W X 21"H CAPTAIN'S QUARTERS ONLY PR-01 PLASTER FINISH TBD TBD RF-01 SHAW CONTRACT iNLET II #4372V SPINDLE #72140 9" X 48" GUEST ROOM BATHROOMS STN-01 TBD STAIN MATCH COLOR SAMPLE STN-02 TBD STAIN MATCH EBONY COLOR SAMPLE STO-01 TM SUPPLY BRAZILIAN SOAPSTONE HONED THICKNESSS 3CM, EDGE: EASED PROVIDE MATTE (NON-COLOR ENHANCING SEALER) TL-01 CLE TILE PANTRY PAVERS SAND 6" X 6" SQUARE, INSTALL METHOD: STACKED TL-02 CONCRETE LCDA PANBETON, PATTERN: YUN 404 STONE 102.36"H X 35.43"W X .79 THICKNESS TL-03 LEA CERAMICHE (TILE X DESIGN) BIO SELECT PATTERN: STRIP, COLOR: OAK NATURAL 8" X 48" MOSAIC SHEET TL-04 TILE X DESIGN MOSAIC IVORY TILE IVORY #90, SKU: PT-MO-IV MOSAIC SHEET 12" X 12" GUEST ROOM - TOILET/SHOWER FLOOR TL-05 TBD GUEST ROOM - BATHROOM WALLS FULL HEIGHT TL-06 TBD SUBWAY TILE BREAK ROOM RR 6'-0" HIEGHT ON ALL WALLS WC-01 MDC WALL BURLAP TAPIOCA #TNBR507, TYPE II VINYL, PATERN MATCH: RANDOM REVERSIBLE WIDTH 53/54" WC-02 NOT USED WC-03 MDC WALL BARCLAY BUTERA GRASSCLOTH #MBG2138, PATERN MATCH: RANDOM REVERSIBLE 36"W WC-04 NOT USED WD-01 TBD WOOD TO MATCH SPECIES OF SAMPLE WOOD TO MATCH STAIN OF SAMPLE WD-02 TBD PAINT-GRADE SHIPLAP, VERTICAL PLANKS P-09 3/4" X 5.5"W PLANKS WD-03 NOT USED WD-04 NOT USED BID ALTERNATE FOR WD-03 WD-05 TEAK WOOD FFE GUEST ROOMS - BY OWNER W/ BLACK HARDWARE WD-06 BY OWNER RECLAIMED LIVE WOOD LEDGE GUEST ROOMS - BY OWNER WD-07 NOT USED WD-08 NOT USED WD-09 NOT USED WP-01 CORNER GUARD CLEAR AS NEEDED PER OWNER DIRECTION WT-01 TBD TBD GAPTAIN'S QUARTERS BATHROOM GLAZING WT-02 UPH / DRAPERY TBD GUEST ROOMS - BY OWNER WT-03 BLIND TBD GUEST ROOMS - BY OWNER INTERIORS LIGHTING SCHEDULE CODE TYPE MANUFACTURER PRODUCT COLOR/FINSH SIZE PENDANT HEIGHT NOTES L-01 RECESSED CAN TBD SQUARE / 2700K / DIMMABLE 4" L-02 WALL SCONCE CUSTOM AGED BRASS 4" X 8" L-03 WALL SCONCE HOUSE OF JADE HOME HUXTON SCONCE DISTRESSED BRONZE 8"W X 14"H X 9.75 EXTENSION LED EQUIV 2700K BULB (E26 MEDIUM BASE) L-04 NOT USED L-05 PENDANT TBD STAIR A L-06 (2) PENDANT CUSTOM TWO OVER EACH SIDE TABLE IN GUEST ROOMS L-07 NOT USED L-08 WALL SCONCE JIMMY RAIDEN ANOTNI PICTURE LIGHT AGED BRASS TBD BASED ON ART SIZE STAIR A L-09 WALL SCONCE HOUSE OF JADE HOME BAYLI SCONCE OFF-WHITE / BRASS 9.5"Wx11.75"H L-10 NOT USED L-11 LINEAR CHANDELIER TBD 55"Lx149" OVERALL CAPTAIN'S QUARTERS - DINING TABLE PENDANT L-12 NOT USED L-13 PENDANT TBD MAIN VESTIBULE ENTRY 1/2" = 1'-0"1 GUEST ROOM ENTRY ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 XX Reviewed for Building Code Compliance UP UP DN ELEV. EQUIP. 021 ELEC. 022 MECH. 023 STAIR B 0-B FUTURE RESTAURANT TENANT 008 MAINT. 008B STAIR A A-0 ELEV. LOBBY 020 11' - 4" ID3.0 1FINISH PLAN BOH LAUNDRY 018 ID3.1 1 GUEST ROOM #5 107 ENTRY 118 VEST. 117 STAIR A A-1 JAN. 121 ELEV. LOBBY 120 MEN 122 GUEST ROOM #8 105 GUEST ROOM #3 103 GUEST ROOM #2 102 GUEST ROOM #4 101 GUEST ROOM #1 113 CORRIDOR 100 GUEST ROOM #8B 106 GUEST ROOM #7 109 GUEST ROOM #2 REV 110 GUEST ROOM #2 111 GUEST ROOM #4 REV 112 GUEST ROOM #9 104 GUEST ROOM #6 108 FINISH PLAN STAIR B B-1 GUEST ROOM #1 REV 114 WOMEN 123 ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:56:13 AM EEY MD 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 LL / L1 OVERALL FINISH PLAN ID1.0 Date:___06/09/2023_____ 1/8" = 1'-0"1 LL OVERALL FINISH PLAN 1/8" = 1'-0"2 L1 OVERALL FINISH PLAN ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance DN DNELEV. LOBBY 220 JAN. 221 STAIR B B-2STAIR A A-2 OPEN TO BELOW GUEST ROOM #1 213 GUEST ROOM #1 REV 214 CORRIDOR 200 GUEST ROOM #10 201 GUEST ROOM #3B 203 GUEST ROOM #8 205 GUEST ROOM #8B 206 GUEST ROOM #5 207 GUEST ROOM #6 208 GUEST ROOM #7 209 GUEST ROOM #2 REV 210 GUEST ROOM #2 211 GUEST ROOM #4 REV 212 BREAK ROOM 222A ID1.1 2 GUEST ROOM #9 204 OPEN TO BELOW FINISH PLAN ID7.1 1 FINISH PLAN ID7.1 2 FINISH PLAN ELEV. LOBBY 220 STAIR B B-2 STAIR A A-2 CORRIDOR 200 OPEN TO BELOW OPEN TO BELOW CPT-01 B-01 P-02 - - - F12 F12 F12 HALL 200C HALL 200A CPT-01 EXIST WC-01 STAIN ALL EXISTING STAIR, GUARDRAIL & TRIM STN-02 EXISTING STAIR HANDRAIL TO REMAIN - STAIN STAIN ALL EXISTING WAINSCOTTING AND VERTICAL WOOD TRIM STN-01 CPT-01 B-01 P-02 BOTTLE FILLER CPT-01 B-01 WD-02 STN-01 BREAK ROOM 222A STAFF RR 222B MILLWORK & REF BY OWNER. CONC-01 B-04 P-02 CONC-01 - P-02/ TL-06 CONC-01CPT-01LOCKERS BY OWNERARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:56:16 AM EEY MD 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 L2 OVERALL FINISH PLAN & ENLARGED FINISH PLAN ID1.1 Date:___06/09/2023_____ 1/8" = 1'-0"1 L2 OVERALL FINISH PLAN 1/4" = 1'-0"2 ENLARGED FINISH PLAN @ L2 ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance STAIR B 0-B FUTURE RESTAURANT TENANT 008 MAINT. 008B STAIR A A-0 ELEV. LOBBY 020 CPT-01 EXIST. WC-01 BOH LAUNDRY 018 ELEV. EQUIP. 021 ELEC. 022 MECH. 023 CONC-01CPT-01FINSIHES IN FUTURE TENANT SPACE BY OTHERS IN SEPARATE DRAWINGS WD-09 B-01 WD-02 CASED WOOD OPENING, PAINTED P-04 PROVIDE NEW INTERIOR LIGHT(s) (TBD) EXIST. WDW SYST. PROVIDE NEW FINISH - PAINT AT ALL INTERIOR SURFACES OF CUPULA ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:56:18 AM EEY MD 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 ENLARGED FINISH PLANS - LL & ROOF ID3.0 Date:___06/09/2023_____ 1/4" = 1'-0"1 ENLARGED FINISH PLAN @ LL ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 1/4" = 1'-0"2 CUPOLA PLAN - FINISH PLAN Reviewed for Building Code Compliance ENTRY 118 VEST. 117 ELEV. LOBBY 120 JAN. 121 MEN 122 STAIR A A-1 CORRIDOR 100 TL-01 B-01 WD-02 TL-01/CPT-02 - - CPT-01 B-01 P-02 STAIR B B-1 LIMEWASH EXISITNG BRICK WITHIN VESTIBULE TO MATCH EXTERIOR TL-01 EXIST WC-01 CPT-01 EXIST. WC-01 TL-01CPT-01GUEST ROOM #1 113 CPT-01TL-01GUEST ROOM #1 REV 114 HALL 100B HALL 100ACPT-02TL-01STAIN ALL EXISTING WAINSCOTTING AND VERTICAL WOOD TRIM STN-01 STAIN ALL EXISTING STAIR, RAILING & TRIM STN-02 EXISTING STAIR HANDRAIL TO REMAIN - STAIN TL-01CPT-01CPT-01 B-01 P-02 CPT-01 B-01/B-02 P-02 WOMEN 123 BOTTLE FILLER MR-05 SC-01 ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:56:20 AM EEY MD 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 ENLARGED FINISH PLANS - L1 ID3.1 Date:___06/09/2023_____ 1/4" = 1'-0"1 ENLARGED FINISH PLAN @ L1 LEVEL 1 VIEW AT STAIR AND ENTRY ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 Reviewed for Building Code Compliance ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:56:21 AM EEY MD 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 INTERIOR ELEVATIONS ID5.0 Date:___06/09/2023_____ ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 NOT USED Reviewed for Building Code Compliance ADAPTER STRIP CONC SUBSTRATE RF to CONC RF REDUCER STRIP CONC CPT TO CONC CPT CPT to CPT CPT CPT CPT to RF / CT RF / CT NOTE: FLOOR FINISH CHANGES SHALL OCCUR UNDER THE COMMUNICATING DOOR, UNO. A B C D DA-910C ADAPTER STRIP CONC SUBSTRATE CONC SUBSTRATE CPT CONC CONC SUBSTRATE REDUCER STRIP REFER TO INTERIOR ELEVATIONS FOR COUNTERTOP FINISH SINK WITH OFFSET P-TRAP FIXED PANEL REFER TO INTERIOR ELEVATIONS FOR BACK WALL FINISH FINISHED BACKWALL 4" BACKSPLASH W/ SEALANT WHERE INDICATED ON INTERIOR ELEVATION SUBSTRATE NOTE:30" MIN CLEAR WIDTH BASE CAB KNEE SPACE OPENING 2' - 1"2' - 10"1 1/4"4"ENSURE ADA KNEE CLEARANCE. SEE ACCESSIBILITY DIAGRAM FOR KNEE AND TOE- CLEARANCE. DA-917B 1" UNO 2' - 0"4"VARIES4"COUNTER / BACKSPLASH 3/4" SUBSTRATE WITH SELF-EDGE TRASH CAN PROVIDED BY GC - RUBBERMAID CONTAINER MODEL #2957 CABINET PULL AS SPECIFIED PROVIDE (1) FULL CABINET PULL-OUT DRAWRER WITH (4) FULL EXTENSION HEAVY DUTY GLIDES AS NECESSARY TO SUPPORT AND HOLD TRASH CAN IN PLACE (LOOSE) BASE CABINET: PLAM ON 3/4" PARTICLE BD WITH WHITE MELAMINE INTERIOR 3/4" CABINET GRADE PLYWD SIDES WITH 3/8" PLYWD BOTTOM, ALL WITH PLAM SURFACE AND PVC EDGE DA-918A 1" U.N.O. 2' - 0"4"VARIES6"4"3" COUNTER/BACKSPLAS H: 3/4" PARTICLE BD WITH SELF-EDGE SINK: AS SPECIFIED FIXED FRONT CABINET PULL BASE CABINET: PLAM ON 3/4" PARTICLE BD WITH WHITE MELAMINE INTERIOR INTERGRATED TOE KICK: MATCH CABINETS DA-916B 1" U.N.O. 2' - 0"4"VARIES4"COUNTER / BACKSPLASH: 3/4" SUBSTRATE WITH SELF-EDGE CABINET PULL ADJUSTABLE SHELF: 3/4" PARTICLE BD WITH WHITE MELAMINE SURFACE AND PVC EDGE BASE CABINET: PLAM ON 3/4" PARTICLE BD WITH WHITE MELAMINE INTERIOR TOE KICK: PLAM (UNLESS NOTED OTHERWISE) DA-916A ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:56:22 AM EEY MD 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 INTERIOR DETAILS ID6.0 Date:___06/09/2023_____ 1" = 1'-0"1 FLOOR TRANSITION DETAILS 1" = 1'-0"3 ADA ROLL UNDER SINK ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 1" = 1'-0"4 TRASH CABINET 1" = 1'-0"5 BASE CABINET WITH SINK 1" = 1'-0"6 BASE CABINET Reviewed for Building Code Compliance ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:56:22 AM Checker Author 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 FF&E PLANS ID7.0 Date:___06/09/2023_____ ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 ** ALL FURNITURE LAYOUTS AND AREA RUG LOCATIONS ARE FOR REFERENCE ONLY NOT USED Reviewed for Building Code Compliance ID7.1 3 WT-02 WT-03 ID7.1 10 GUEST ROOM #10 201 CAPTAIN'S QUARTERS ID7.1 7 ID7.15 ID7.1 4 9 8 ID7.1 6 WT-02 WT-03WT-02 WT-03 WT-01 55" TV WATERFALL FRAME -FFE MINI FRIDGE -FFE CUSTOM DRAWERS - FFE WD-05 WD-01 P-06 P-02 MR-04 WD-01 MR-02 P-08 P-02 TL-05 CONC-02 WD-06 6' - 0"PROVIDE POWER AT DRAWER FOR COFFEE; CONFIRM COFFEE / SAFE EQUIPMENT SPECS W/ OWNER & COORDINATE SIZE OF DRAWER10"3' - 0"PF-03 PF-02 EQ EQ MTL-01 1" DIA METAL ROD FOR SHELF SUPPORT GC TO CONFIRM THIS DIMENSION WITH OWNER & OSE REQUIREMENTS BELOW SINK; TYP AT ALL VANITIES CLOSET/BENCH -FFE BY OWNER BY OWNER BY GC 55" TV WHITE CABINETS -BY GC WD-01 3' - 0"1' - 6"2' - 11"1' - 3 1/2"BUILT IN REF -TBD 2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0".2' - 0"8' - 6"SHELVES W/ CONCEALED BRACKETS B-03B-036' - 0"P-02 P-06 WD-07 CONC-02 P-02 P-06 BY GC 60" TV WD-01 6' - 0"B-03 P-02 P-06 BY OWNER MR-03 WD-06 CONC-02 TL-05 PF-03 PF-02 GC TO CONFIRM THIS DIMENSION WITH OWNER & OSE REQUIREMENTS BELOW SINK; TYP AT ALL VANITIES PROVIDE 1" BLACK METAL REVEAL AT BASE PROVIDE WATERFALL EDGE / MITER CORNER TRANSITION AT CONC-02 10"F7 BY OWNER BY OWNER MR-02 WD-06 CONC-02 TL-05 MR-04 10"PF-03 PF-02 GC TO CONFIRM THIS DIMENSION WITH OWNER & OSE REQUIREMENTS BELOW SINK; TYP AT ALL VANITIES 3' - 0"PROVIDE 1" BLACK METAL REVEAL AT BASE PROVIDE WATERFALL EDGE / MITER CORNER TRANSITION AT CONC-02 F7 BY OWNER BY OWNER HEATED TOWEL BAR GLASS SHOWER WALL TL-05 F7 F15 PF-06 PF-05 PF-07 CUSTOM BUILT-IN OPEN SHELVING - BY GC WD-01 F7 F15 CLEAR MIRROR AT BACK SHELVING WALL TL-05 2' - 3 1/8"3' - 10 7/8"4' - 6"1' - 0 1/4" PF-07 PF-06 TL-05 BENCH2' - 0"SHELF6' - 0"WD-01 MTL-01 HOOKS P-02 P-06 B-03 WD-01 WD-05 BY OWNER BY OWNER BY GC ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota JOHN FERRIER REG # 46509 11/27/2023 9:56:31 AM EEY MD 06/09/2023 22-214 YACHT CLUB REMODEL SPRING PARK, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 ENLARGED GUEST ROOM PLANS ID7.1 Date:___06/09/2023_____ ISSUE RECORD No. Description Date GMP SET 01/20/23 REVIEW SET 02/17/23 REVIEW SET 03/10/23 CITY COMMENTS RESPONSE 07/28/23 CONSTRUCTION SET 09/29/23 REVISED CONSTRUCTION SET 11/17/23 1/4" = 1'-0"1 FFE PLAN @ MODEL SUITE 1/4" = 1'-0"2 FFE PLAN - CAPTAIN'S QUARTERS 1/4" = 1'-0"3 ELEVATION @ MODEL SUITE 1/4" = 1'-0"4 Elevation 5 - a 1/4" = 1'-0"5 2 - a 1/4" = 1'-0"6 Elevation 6 - a 1/4" = 1'-0"7 1 - a 1/4" = 1'-0"8 1 - c 1/4" = 1'-0"9 1 - d ** ALL FURNITURE LAYOUTS AND AREA RUG LOCATIONS ARE FOR REFERENCE ONLY 1/4" = 1'-0"10 ELEVATION @ MODEL SUITE 2 PHASE 2 CONSTRUCTION Reviewed for Building Code Compliance GENERAL STRUCTURAL NOTES BUILDING CODE • 2020 MINNESOTA STATE BUILDING CODE, 2018 IBC STRENGTH OF MATERIALS • CONCRETE FOOTINGS F'c = 3000 PSI @ 28 DAYS SLAB ON GRADE F'c = 4000 PSI @ 28 DAYS WALLS, PIERS F'c = 4000 PSI @ 28 DAYS • REINFORCING STEEL ASTM A615, GRADE 60 ASTM A706, GRADE 60 (WELDABLE) • STRUCTURAL STEEL RECTANGULAR HSS ASTM A500, GRADE C (Fy = 50 ksi) ROUND HSS ASTM A500, GRADE C (Fy = 46 ksi) WIDE FLANGES ASTM A992 (Fy = 50 ksi) ALL OTHERS ASTM A36 (Fy = 36 ksi) • BOLTS STRUCTURAL STEEL ASTM A325 ANCHOR BOLTS ASTM F 1554 (Fy = 36 ksi) HEADED STUDS ASTM A29/A108 (Fy = 60 ksi) DESIGN LOADS • SEE PLANS FOR ADDITIONAL LOADING NOT NOTED BELOW • FLOOR LIVE LOADS LIGHT STORAGE 125 PSF STAIR AND ASSEMBLY AREAS 100 PSF LOWEST LEVEL CORRIDOR 100 PSF TRASH AND SERVICE ROOM 60 PSF OFFICE UNIT 50 PSF RESIDENTIAL UNIT 40 PSF CONSTRUCTION 25 PSF • ROOF LIVE LOADS MINIMUM LIVE LOAD 20 PSF GROUND SNOW LOAD 50 PSF FLAT ROOF SNOW LOAD (TYPICAL) 35 PSF + DRIFT FLAT ROOF SNOW LOAD (CANOPY/BALCONY) 42 PSF + DRIFT SNOW EXPOSURE FACTOR 0.9 OR 1.0 SNOW IMPORTANCE FACTOR 1.0 THERMAL FACTOR 1.1 OR 1.2 CONCENTRATED LOAD 300 LBS • SOIL CHARACTERISTICS GEOTECHNICAL ENGINEERING CO. --- GEOTECHNICAL REPORT # --- GEOTECHNICAL REPORT DATE --- ALLOWABLE BEARING PRESSURE 2500 PSF (EXISTING CD'S) UNIT WEIGHT OF SOIL --- PCF ACTIVE PRESSURE --- PCF AT-REST PRESSURE --- PSF PASSIVE PRESSURE --- PSF SLIDING COEFFICENT --- MOD. OF SUBGRADE REACTION, k --- PCI FROST COVER (HEATED) 3'-6" FROST COVER (UNHEATED) 5'-0" • WIND DESIGN (ASCE 7-16) ULTIMATE DESIGN WIND SPEED 115 MPH (3 SECOND GUST) BUILDING CLASSIFICATION II WIND EXPOSURE CATEGORY C FOUNDATIONS - CONVENTIONAL • GENERAL CONTRACTOR SHALL VERIFY SOIL BEARING PRESSURE BEFORE PLACING CONCRETE. • FOOTINGS SHALL REST ON APPROVED WELL GRADED COMPACTED NON-EXPANSIVE GRANULAR FILL OR APPROVED EXISTING NATIVE SOIL. • GEOTECHNICAL ENGINEER SHALL OBSERVE FOUNDATION EXCAVATIONS AND TEST DENSITY OF ENGINEERED FILL BELOW FOUNDATION, FLOOR SLAB AND PAVING. • EXCAVATE AND REMOVE EXISTING ORGANIC MATERIAL WITHIN THE CONSTRUCTION AREA. • CONTRACTOR SHALL PROVIDE TEMPORARY SOIL RETENTION SYSTEM DURING FOUNDATION CONSTRUCTION. THE RESPONSIBILITY TO PROVIDE SAFE W ORKING CONDITIONS ON THE SITE IS SOLELY THAT OF THE CONTRACTOR. • FOOTING ELEVATIONS ARE GIVEN TO THE TOP OF FOOTINGS. • WALL AND PAD FOOTINGS ARE TO BE CENTERED BELOW WALLS, PIERS AND COLUMNS, U.N.O. • PLACE NO CONCRETE UNTIL ALL REINFORCING STEEL FOR THE POUR IS TIED IN ITS PROPER LOCATION. • WALL FOOTINGS TO BE STEPPED WHERE ELEVATION CHANGE 1 VERTICAL TO 2 HORIZONTAL IN VERTICAL INCREMENTS OF 1'-4" (MAXIMUM) FOR MASONRY WALLS & 2'-0" (MAXIMUM) FOR CONCRETE WALLS, U.N.O. • EXTERIOR WALL FOOTINGS SHALL HAVE MINIMUM SOIL COVER FOR FROST PROTECTION FOR HEATED AREAS, MEASURED FROM BOTTOM OF FOOTING. • FOOTINGS PLACED OUTSIDE OF HEATED BUILDING AREA SHALL HAVE MINIMUM SOIL COVER FOR FROST PROTECTION FOR UNHEATED AREAS, MEASURED FROM BOTTOM OF FOOTING. • INTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 1'-0" BELOW TOP OF SLAB ON GRADE, U.N.O. REINFORCED CONCRETE • CODE FOR REINFORCED CONCRETE DESIGN AND CONSTRUCTION - A.C.I. 318 (LATEST EDITION) • REINFORCING SHALL BE DETAILED IN ACCORDANCE WITH A.C.I. DETAILING MANUAL. • WHERE REINFORCING BARS ARE SHOWN CONTINUOUS, LAP BARS ACCORDING TO TABLE BELOW, UNLESS OTHERWISE NOTED. • PROVIDE SUITABLE WIRE SPACERS, CHAIRS, ETC., FOR SUPPORTING REINFORCING STEEL IN PROPER POSITION WHILE PLACING CONCRETE. ALL BARS SHALL BE TIED TO PREVENT DISPLACEMENT. FABRICATOR SHALL SUBMIT A COMPLETE LIST OF ACCESSORIES AND PLACING DETAILS WITH SHOP DRAWINGS. • PORTLAND CEMENT SHALL BE ASTM C150 TYPE 1. • AGGREGATE SHALL MEET ASTM C33 REQUIREMENTS. • AIR ENTRAINMENT ADMIXTURES SHALL MEET ASTM C260 REQUIREMENTS. • NO WATER SHALL BE ADDED AT THE JOBSITE UNLESS APPROVED BY THE STRUCTURAL ENGINEER. • MAXIMUM AGGREGATE AND SLUMP SHALL BE AS FOLLOWS: MAX. AGGREGATE MAX. SLUMP FOOTING 1 1/2" 4" SLAB ON GRADE 3/4" 4" FLOOR 1/2" 4" COREFILL 3/8" 8" • ALL CONCRETE SHALL HAVE A MIX DESIGN PREPARED BY AN INDEPENDENT TESTING LABORATORY AND SUBMITTED FOR APPROVAL A MINIMUM OF 7 DAYS BEFORE CONCRETE IS POURED. • EXTERIOR CONCRETE SHALL CONTAIN 5% TO 7% ENTRAINED AIR. • CONCRETE COVER REQUIREMENTS, U.N.O.: CAST PERMANENTLY AGAINST EARTH 3" EXPOSED TO EARTH OR WEATHER, #6 & LARGER 2" EXPOSED TO EARTH OR WEATHER, #5 OR SMALLER 1 1/2" NOT EXPOSED TO WEATHER OR GROUND SLABS, WALLS & JOISTS w/BARS UP TO #11 3/4" BEAMS & COLUMNS (PRIMARY, TIES, STIRRUPS & SPIRALS) 1 1/2" • SEE REFERENCE STANDARD ACI 306R - COLD WEATHER CONCRETE STANDARDS, AMERICAN CONCRETE INSTITUTE; 2016 RE-APPROVED. • SEE REFERENCE STANDARD ACI 308R - GUIDE TO CURING CONCRETE, AMERICAN CONCRETE INSTITUTE. ANCHORS, FASTENERS, & CONNECTORS • SEE PLANS FOR SIZE, SPACING, EMBEDMENT AND QUANTITY. • ALL PRODUCTS USED FOR NON-CORROSIVE EXTERIOR USE OR INTERIOR USE IN CONTACT WITH WOOD CONTAINING MOISTURE PRESERVATIVE TREATED OR FIRE RETARDANT TREATED CHEMICALS SHALL BE HOT- DIP GALVANIZED OR AS APPROVED BY THE MANUFACTURER FOR THE SPECIFIC CONDITION. • ALL PRODUCTS EXPOSED TO CORROSIVE ENVIRONMENT SHALL BE A 300 SERIES STAINLESS STEEL FASTENER. SLAB ON GRADE • SLAB ON GRADE SHALL BEAR ON MINIMUM 6" APPROVED COMPACTED GRANULAR FILL. • INTERIOR FLOOR SLABS SHALL BE POURED AFTER BUILDING ENCLOSED. • SLAB ON GRADE SHALL CONTAIN 1.5#/CU YARD POLYPROPYLENE FIBER (FIBERMESH OR EQUAL). • WHERE REQUIRED BY ARCHITECT, PROVIDE VAPOR BARRIER DIRECTLY BELOW SLAB, OVER COMPACTED GRANULAR FILL. REINFORCED MASONRY • CODE FOR MASONRY DESIGN AND CONSTRUCTION - TMS402/ACI530/ASCE5 (LATEST EDITION) • CALCIUM CHLORIDE SHALL NOT BE USED IN MORTAR. • SUPPLY VERTICAL REINFORCING IN 4'-0" PLUS 48 DIA. LENGTHS FOR LAP. • WALL CONSTRUCTION FOR REINFORCING BARS, WHERE REQUIRED, SHALL BE 4'-0" LIFTS. HIGH LIFT GROUTING MAY BE ACCEPTABLE. NOTIFY STRUCTURAL ENGINEER PRIOR TO MASONRY CONSTRUCTION WHERE HIGH LIFT GROUNTING TECHNIQUES ARE REQUESTED. • ALL MASONRY WALLS SHALL BE REINFORCED AS DETAILED ON DRAWINGS WITH NOT LESS THAN 1 VERTCAL REINFORCING BAR AT EACH SIDE OF OPENINGS, CORNERS, END OF WALL PANELS AND EACH SIDE OF CONTROL JOINTS. MATCH REINFORCING BAR SIZE WITH TYPICAL REINFORCING, U.N.O. • SEE PLANS FOR VERTICAL MASONRY WALL REINFORCING. • ALL CELLS AND SPACES CONTAINING REINFORCING BARS SHALL BE FILLED WITH GROUT. GROUT SHALL BE PLACED SO THAT ALL SPACES TO BE GROUTED DO NOT CONTAIN VOIDS. • ALL MASONRY WALLS SHALL HAVE HORIZONTAL REINFORCING CONSISTING OF GALVANIZED STANDARD WEIGHT 9 GA. "DUR-O-WAL" OR EQUAL. ALL REINFORCING SHALL BE LOCATED EVERY 2ND COURSE. • SEE TABLE FOR MASONRY LAP SPLICES. COLD-FORMED STEEL STUDS & JOISTS • ALL STUDS AND JOISTS SHALL BE IN ACCORDANCE WITH THE AISI DESIGN SPECIFICATIONS FOR COLD-FORMED STEEL MEMBERS (LATEST EDITION) AND ASTM A653. • SEE PLANS FOR GAUGE AND SPACING OF STUDS AND JOISTS. • EXTERIOR WALL STUDS SHALL BE STYLE "CSJ" BY CLARK STEEL FRAMING SYSTEM OR EQUAL WITH 1 5/8" FLANGES AND 1/2" LIP RETURNS. SEE PLAN FOR SIZE, GAUGE AND SPACING. • PROVIDE STANDARD PUNCHOUTS ONLY IN THE VERTICAL STUDS. • ALL JOISTS AND HEADERS SHALL BE SOLID MEMEBERS. (STANDARD PUNCHOUTS ARE NOT APPROVED IN JOISTS). • SEE ARCHITECTURAL DETAILS AND SPECIFICATIONS FOR SOFFIT, CEILING AND INTERIOR WALL FRAMING. • PROVIDE MECHANICAL BRACING AT ALL FULL HEIGHT EXTERIOR WALLS AT 4'-0" o.c. MAX. • AT FULL HEIGHT WALLS, STUD SUPPLIER/CONTRACTOR SHALL PROVIDE SLIP JOINT CONNECTION OF EXTERIOR FULL HEIGHT WALLS TO ROOF. • AT JUNCTION OF WALL FRAMING ABOVE STIP WINDOWS AND FULL HEIGHT STUDS, PROVIDE CONTROL JOINT. DO NOT FASTEN STUDS TOGETHER AT THIS LOCATION UNLESS A POSITIVE SLIP VERTICAL CONNECTIONS CAN BE MADE. • MINIMUM COLD-FORMED MEMBER CONNECTIONS (U.N.O.): LAP CONNECTIONS 4 SCREWS TRACK TO STUD/JOIST 2 SCREWS WALL TRACK TO JOIST 2 SCREWS CLOSEURE ANGLES 1 SCREW PER STUD PER LEG • SCREWS: PROVIDE 8-18 TEKS/2 SCREWS FOR A LL 2-PLY CONNECTIONS UP TO 18 GAUGE MATERIAL. PROVIDE 10-16 TEKS/3 SCREWS FOR ALL CONNECTIONS TO STRUCTURAL STEEL UP TO 3/8" THICK (1/2" TOTAL). PROVIDE 12-24 TEKS/5 SCREWS FOR ALL CONNECTIONS TO STRUCURAL STEEL UP TO 3/8" THICK (1/2" TOTAL) PROVIDE PHILIPS FLAT HEAD SCREWS FOR ALL CONNECTIONS OF STEEL TO WOOD. PROVIDE "TRUGRIP GT" SCREWS FOR ALL CONECTIONS OF STEEL TO WOOD. • ALL COLD-FORMED STEEL NOTED ON PLANS FOLLOW INDUSTRY-STANDARD NOMENCLATURE: ie. 600S162-54 600 DENOTES THE MEMBER DEPTH (ie. 6.00") "S" DENOTES THE MEMBER STYLE 162 DENOTES THE FLANGE WIDTH (ie. 1.62") 54 DENOTES THE STEEL THICKNESS (MILS) MEMBER STYLES: S = "C" MEMBER T = TRACK F = FURRING CHANNEL U = "U" CHANNEL STEEL THICKNESS CONVERSION 18 MILS = 25 GA. 27 MILS = 22 GA. 33 MILS = 20 GA. 43 MILS = 18 GA. 54 MILS = 16 GA. 68 MILS = 14 GA. 97 MILS = 12 GA. STRUCTURAL STEEL • CODE FOR STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION, A.I.S.C. (LATEST EDITION) • ALL BOLTS SHALL BE: A.S.T.M. A325, 3/4" MINIMUM DIAMETER TYPE "N" UNLESS NOTED OTHERWISE. MINIMUM THICKNESS OF CONNECTION ANGLES SHALL BE 5/16" • BEAM WEB COPES, WHERE REQUIRED, SHALL BE MADE A 1" MIN. RADIUS. • STEEL ERECTOR SHALL PROVIDE THE NECESSARY BRACING DURING ERECTION UNTIL ALL STEEL IS PLUMBED AND SECURED. • ALL EXTERIOR EXPOSED STEEL SHALL BE HOT DIPPED GALVANIZED. WHERE FIELD WELDING IS REQUIRED OR GALVANIZING SURFACE IS DAMAGED, CLEAN AREA AND TOUCH UP STEEL WITH ZINC-RICH PAINT. PAINT SHALL CONTAIN A MINIMUM OF 65% METALLIC ZINC BY WEIGHT. PAINT COATING THICKNESS SHALL BE 50% GREATER THAT THE SURROUNDING AREA. • ALL STEEL CONNECTIONS SHALL BE DESIGNED BY THE STRUCTURAL STEEL SUPPLIER UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DOCUMENTS. SEE PLANS FOR BEAM REACTIONS. WHERE REACTIONS ARE NOT NOTED THEY SHALL BE DETERMINED BY ASSUMING THE MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE BEAM AND THE GIVEN SPAN, PER AISC. STEEL DECK • SEE PLANS AND SPECIFICATIONS FOR STEEL ROOF AND FLOOR DECK. DECK ERECTION SHALL SATISFY MINIMUM REQUIREMENTS PUBLISHED BY THE STEEL DECK INSTITUTE, SDI (LATEST EDITION) • DECK SUPPLIER SHALL INDICATE PLACING SEQUENCE AND ANCHORAGE ON SHOP DRAWINGS. SEE DECK ANCHORAGE DETAILS. • NO MECHANICAL, ELECTRICAL EQUIPMENT OR OTHER LOADS SHALL BE SUPPORTED DIRECTLY FROM METAL DECK. • ALL STEEL DECK SHALL SPAN A MINIMUM OF THREE SPANS, UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER OF RECORD. STEEL JOISTS • CODE FOR STEEL BAR JOIST DESIGN, FABRICATION AND ERECTION STEEL JOIST INSTITUTE, SJI (LATEST EDITION) • PROVIDE JOIST WITH STANDARD CAMBER, U.N.O. • PROVIDE CEILING EXTENDERS ON STEEL JOISTS IN ALL AREAS WITH FINISHED CEILINGS. • BAR JOISTS SHALL BE FILLET WELDED TO SUPPORTING STEEL. • ALL BRIDGING MEMBERS SHALL BE WELDED OR BOLTED TO THE JOIST CHORDS. • BRIDGING FOR SHORT SPAN JOISTS SHALL CONSIST OF STANDARD ANGLES 1" x 1" x 1/8" MINIMUM. ROOF JOIST BRIDGING SHALL BE HORIZONTAL WITH SECOND JOIST SPACE FROM EXTERIOR WALL DIAGONALLY BRACED. • BRIDGING FOR LONG SPAN JOISTS SHALL BE IN ACCORDANCE WITH SECTION 104.5, STANDARD SPECIFICATIONS, STEEL JOIST INSTITUTE. • JOIST CHORDS ARE NOT DESIGNED TO SUPPORT CONCENTRATED LOADS BETWEEN PANEL POINTS. SEE DETAILING FOR JOIST REINFORCING AT LOADS BETWEEN PANEL POINTS. REQUIRED SHOP DRAWINGS & SUBMITTALS • CONCRETE MIX DESIGNS (INCLUDING MASONRY GROUT) • STRUCTURAL STEEL • ANCHOR BOLT LAYOUT • STEEL JOIST & DECK • REBAR - CONCRETE • REBAR - MASONRY • COLD FORMED STEEL FRAMING w/ CALCULATIONS GENERAL NOTES • VERIFY ALL ARCHITECTURAL, MECHANICAL AND ELECTRICAL OPENINGS FOR SIZE, LOCATION AND NUMBER IN THE STRUCTURE WITH ACCOMPANYING PLANS. • THE STRUCTURE SHALL BE ADEQUATELY BRACED AND SHORED DURING ERECTION AGAINST WIND AND ERECTION LOADS. STRUCTURAL MEMBERS ARE DESIGNED FOR "IN-PLACE" LOADS. • THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION, NOR THE SAFETY ON THE JOBSITE, AND THESE RESPONSIBILITIES ARE INTENDED TO BE AND TO REMAIN SOLELY THOSE OF THE GENERAL CONTRACTOR. INSPECTIONS • CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL WHEN WORK IS READY FOR THE REQUIRED INSPECTIONS BY THE BUILDING OFFICIAL IN ACCORDANCE WITH 2018 IBC SECTION 1704. • SPECIAL INSPECTIONS SHALL BE MADE BY A QUALIFIED TESTING LABORATORY IN ACCORDANCE WITH THE PROJECT SPECIFICATION AND 2018 IBC SECTION 1704 AS FOLLOWS: EARTHWORK OPTIMUM MOISTURE, MAXIMUM SOIL DENSITY, FIELD DENSITY AND ACCEPTANCE TESTS. CAST-IN PLACE CONCRETE AGGREGATE TESTS, MIX DESIGNS, COMPRESSIVE STRENGTH, SLUMP AND AIR ENTRAINMENT. STRUCTURAL STEEL VISUAL WELD INSPECTIONS, HIGH STRENGTH BOLTED CONNECTIONS AND METAL DECK WELDING INSPECTIONS. NOTES: 1. SEE DETAILS FOR BOTTOM OF BASE PLATE ELEVATIONS.EQ EQ b1, b2 5/16 1 1/2" CLR. EQ EQ 1/4 2-12 STEEL LINTEL, SEE SCHEDULE. BOTTOM PLATE 1/2"Ø x 5" STUD BOLT @ 2'-0"o.c. NOTES: 1. ALL STEEL LINTELS AND PLATES SHALL BE GALVANIZED. 2. WHERE MASONRY PIER IS NOTED ON PLAN, PROVIDE PIER REINFORCING IN LIEU OF SCHEDULED JAMB REINFORCING. 3. SEE DETAILS FOR ADDITIONAL NOTES. SL1 NOTES: 1. SEE PLANS FOR FOOTING ELEVATIONS, T.F.E. 2. WALLS ARE CENTERED ON FOOTINGS, U.N.O. NOTES: 1. I.F. DENOTES INSIDE FACE. 2. O.F. DENOTES OUTSIDE FACE. 3. E.F. DENOTES EACH FACE. 4. SEE DETAILS FOR CONCRETE COVER REQUIREMENTS. WHERE NOTED, PROVIDE 2" COVER ON EXTERIOR FACE AND 1" COVER ON INTERIOR FACE. SEE GENERAL STRUCTURAL NOTES AND LINTEL SCHEDULES FOR ADDITIONAL REINFORCING REQUIRED AT OPENING AND ENDS OF WALLS. 5. REINFORCING IN MASONRY WALLS SHALL BE 3/4" CLEAR OF INSIDE BLOCK FACE SHELL. 6. WHERE WALLS ARE NOTED SCHEDULED, SEE DETAILS FOR REINFORCING REQUIREMENTS. 7. SEE TYPICAL DETAILS FOR ADDITIONAL REINFORCING AT OPENINGS IN WALLS. NOTES: 1. TABLE FOR USE WITH NORMAL WEIGHT CONCRETE AND GRADE 60 UNCOATED REINF. BARS. FOR LIGHTWEIGHT AGGREGATE, INCREASE LENGTHS BY 1.3. LENGTHS ARE IN INCHES. 2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST IN THE MEMBER BELOW THE BAR. 3. FOR LAP SPLICES OF INDIVIDUAL BARS WITHIN A 3 BAR BUNDLE MULTIPLY TABLUATED VALUE BY 1.2. FOR A 4 BAR BUNDLE MULTIPLY TABULATED VALUE BY 1.3. ENTIRE BUNDLES SHALL NOT BE LAP SPLICED AT THE SAME LOCATION. SPLICES FOR INDIVIDUAL BARS WITHIN A BUNDLE SHALL BE STAGGERED SUCH THAT THEY DO NOT OVERLAP. 4. COMPRESSION LAP SPLICE (ONLY WHERE INDICATED ON DRAWINGS) FOR GRADE 60 BARS USE 30 BAR DIA. 5. CASES 1 AND 2 ARE DEFINED AS FOLLOWS: BEAMS OR COLUMNS CASE 1: COVER AT LEAST 1.0 BAR DIA. AND CENTER SPACING AT LEAST 2.0 BAR DIA. CASE 2: COVER LESS THAN 1.0 BAR DIA. OR CENTER TO CENTER SPACING LESS THAN 2.0 BAR DIA. ALL OTHER MEMBERS CASE 1: COVER AT LEAST 1.0 BAR DIA. AND CENTER TO CENTER SPACING AT LEAST 3.0 BAR DIA. CASE 2: COVER LESS THAN 1.0 BAR DIA. OR CENTER TO CENTER SPACING LESS THAN 3.0 BAR DIA. CLASS "B" CONCRETE REINFORCING SPLICES NELSON-RUDIE & ASSOCIATES, INC. 9 T100 49 H AVE N MINNEAPOLIS, MN 55428 763 367 7600 NELSONRUDIE COM . ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota ERIC A. NELSON REG # 55567 STRUCTURAL: 11/21/2023 2:00:16 PM EAN JRG/TRS 06/09/2023 22-117 Yacht Club Remodel Spring Park, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 GENERAL STRUCTURAL NOTES AND SCHEDULES S0.0 Date:___06/09/2023_____ (E) SPREAD FOOTING SCHEDULE MARK SIZE REINFORCING EACH WAY, U.N.O. NOTES F1 8'-0"x8'-0"x1'-6" 8-#6 BARS EA. WAY - F2 7'-0"x7'-0x1'-4" 6-#6 BARS EA. WAY - F3 6'-6"x6'-6"x1'-3" 8-#5 BARS EA. WAY - F4 6'-0"x6'-0"x1'-1" 7-#5 BARS EA. WAY - F5 5'-6"x5'-6"x1'-0" 5-#5 BARS EA. WAY - F6 5'-0"x5'-0"x1'-0" 5-#5 BARS EA. WAY - F7 4'-6"x4'-6"x1'-0" 4-#5 BARS EA. WAY - F8 4'-0"x4'-0"x1'-0" 4-#5 BARS EA. WAY - F9 3'-0"x3'-0"x1'-0" 3-#5 BARS EA. WAY - EAN BASE PLATE SCHEDULE MARK SIZE ANCHOR BOLTS NOTES b1 3/4"x12"x12" (4) 3/4"Ø w/ 16" EMBED - STEEL LINTEL SCHEDULE MARK LINTEL SIZE BOTTOM PLATE BEARING PLATE JAMB REINF. NOTES SL1 W8x18 5/16"x7" 1/2"x7"x7" (1) #5 TO BRG. PL. - CONCRETE / MASONRY WALL SCHEDULE MARK SIZE / MATERIAL REINFORCING NOTES CW1 8" CONCRETE #5 @ 18"o.c. EA. WAY CENTERED - WALL FOOTING SCHEDULE MARK SIZE REINFORCING NOTES WF1 1'-8"x1'-0" 2-#5 CONT. - CONCRETE STRENGTH = 3000 PSI BAR SIZE TOP BARS OTHER BARS CASE 1 CASE 2 CASE 1 CASE 2 #3 28 42 22 32 #4 37 56 29 43 #5 47 70 36 54 #6 56 84 43 64 #7 81 122 63 94 #8 93 139 72 107 #9 105 157 81 121 #10 118 177 91 136 #11 131 196 101 151 CONCRETE STRENGTH = 4000 PSI BAR SIZE TOP BARS OTHER CASE 1 CASE 2 CASE 1 CASE 2 #3 24 36 19 28 #4 32 48 25 37 #5 40 60 31 47 #6 48 72 37 56 #7 70 106 54 81 #8 80 121 62 93 #9 91 136 70 105 #10 102 153 79 118 #11 113 170 87 131 ISSUE RECORD No. Description Date GMP SET 01/20/2023 REVIEW SET 02/17/2023 REVIEW SET 04/14/2023 PERMIT SET 06/09/2023 CITY COMMENTS RESPONSE 07/28/2023 Reviewed for Building Code Compliance 13'-4" 12'-8" 12'-8" 12'-8" 12'-8" 12'-8" 25'-4" 12'-8" 12'-8" 12'-8" 13'-4" 1 2 3 4 5 6 7 9 10 11 12 13 A B C D E F 9"16'-8"1'-1 5/8"1'-6"7 5/8"8'-0"(E) F1 (E) F1 (E) F1 (E) F8 (E) F2 (E) F8 (E) F2 (E) F8 (E) F7 (E) F2 (E) F5 (E) F5 (E) F3 (E) F5 (E) F7 (E) F5 (E) F4 (E) F5 (E) F1 (E) F5 (E) F6 (E) F6 (E) F5 (E) F1 (E) F5 (E) F7 (E) F5 (E) F3 (E) F7 (E) F7 (E) F9 (E) CONCRETE SLAB ON GRADE w/ 6x6xW1.4x1.4 WWF OVER 6" SAND CUSHION OVER VAPOR BARRIER TOP OF SLAB ELEV. = 100'-0" DATUM ELEV. = 939.0 (VERIFY) (E) F8 SST.F.E. (95'-4") T.F.E. (96'-0") T.F.E. (98'-0")ST.F.E. (99'-4") T.F.E. (96'-0")T.F.E. (98'-0") T.F.E. (96'-0") T.F.E. (98'-0")T.F.E. (99'-4") (E) T.F.E. (99'-4") T.F.E. (99'-4") T.F.E. (97'-4") T.F.E. (95'-4") 97'-4"99'-4"95'-4"97'-4" 99'-4" S S S S SSSSSS SSS(E) F5(E) F5 (E) F1 (E) F8 (E) F8 (E) (2) 1 3/4"x11 7/8" TREATED PSL (E) (2) 1 3/4"x11 7/8" TREATED PSL (E) (2) 1 3/4"x11 7/8" TREATED PSL (E) (2) 1 3/4"x11 7/8" TREATED PSL (E) 1 3/4"x11 7/8" TREATED PSL (E) 1 3/4"x11 7/8" TREATED PSL (E) 1 3/4"x11 7/8" TREATED PSL (E) 1 3/4"x11 7/8" TREATED PSL (E) 1 3/4"x11 7/8" TREATED PSL (E) 1 3/4"x11 7/8" TREATED PSL (E) 1 3/4"x11 7/8" TREATED PSL (E) 1 3/4"x11 7/8" TREATED PSL (E) 1 3/4"x11 7/8" TREATED PSL (E) 1 3/4"x11 7/8" TREATED PSL (E) 1 3/4"x11 7/8" TREATED PSL (E) 1 3/4"x11 7/8" TREATED PSL (E) 1 3/4"x11 7/8" TREATED PSL (E) 1 3/4"x11 7/8" TREATED PSL (E) 1 3/4"x11 7/8" TREATED PSL (E) 1 3/4"x11 7/8" TREATED PSL (E) 1 3/4"x11 7/8" TREATED PSL2x12 TREATED @ 16" o.c.(E) 1 3/4"x11 1/4 PSL TREATED @ 16" o.c.(SERVICE LEVEL 2)(E) T.F.E. (97'-4")(E) T.F.E. (97'-4") (E) T.F.E. (99'-4") T.F.E. (99'-4")T.F.E. (99'-4")24'-9"8'-0"24'-6"8'-0"8'-9"6 S5.1 (E) 2x12 TREATED @ 16" o.c.(SERVICE LEVEL 2)10'-0"10'-0"12'-4"13'-0"12'-8"12'-8"12'-8" (E) T.F.E. (97'-4") TRENCH DRAIN & BASE BY SUPPLIER. MAX. WT = 880# (E) DECK STAIR. TREATED (3) 2x12 BM. NEW COMMERCIAL DRYER, SEE ARCH. MAX. WT = 440 # NEW COMMERCIAL WASHER, SEE ARCH. MAX. WT = 1102# CANT. 2x12 TREATED @ 16"o.c. CANT. TREATED (3) 2x12 BM. (E) (2) 1 3/4"x11 7/8" TREATED PSL (E) (2) 1 3/4"x11 7/8" TREATED PSL (E) (2) 1 3/4"x11 7/8" TREATED PSL 2'-0"9'-4"11'-4"11'-4"11'-4"4'-7" CANT. 3 1/2"x11 7/8" TREATED PSL 3 1/2"x11 7/8" TREATED PSL 3 1/2"x11 7/8" TREATED PSL 3 1/2"x11 7/8" TREATED PSL TYPICAL FOR THIS LINE:NEW BEAM LINE (EITHER BELOW EXISTING JOISTS OR SHORE JOISTS & CUT JOISTS FOR FLUSH BEAM INSTALL). IN LIEU OF 36"Ø CONCRETE PIERS, PROVIDE HELICAL PILE SUPPORT DIRECTLY BELOW BEAM. HELICAL SUPPLIER TO PROVIDE "U" SHAPED BEAM SUPPORT BRACKET (OR FLAT PLATE & CONTRACTOR SUPPLIED "U" SHAPED SIMPSON CLIP. ALTERNATE TO NEW BEAM & SUPPORTS, ADD (1)-1 3/4"x11 7/8" JOIST BETWWEEN EACH (E) JOIST. ADD (1)-1 3/4"x11 7/8" MEMBER TO EACH (E) BEAM, EACH END OF JOISTS WHERE BEAM SPAN IS LESS THAN 11'-0". ADD (2)-1 3/4"x11 7/8" MEMBER TO EACH (E) BEAM, EACH END OF JOISTS WHERE BEAM SPAN IS GREATER THAN OR EQUAL TO 11'-0". HELICAL PIERS, BY OTHERS, AT MIDSPAN OF (E) BEAM OR BELOW NEW DECK BEAMS, U.N.O. (27 TOTAL) CUT EXISTING JOISTS AS REQUIRED, SEE DETAIL 5/S4.1 6 S4.1 14 K 12 K 12 K 12 K 10 K 9 K 9 K 9 K 5 K 5 K 5 K 5 K 5 K 5 K 5 K 5 K 5 K 5 K 5 K 5 K 5 K 5 K5 K SHADED AREAS DENOTES REQUIRED DECK BOARD REMOVAL AREAS. TREATED (3) 2x12 BM.3 K 3 K2 K 3 K TYPICAL FOR THESE LINES:IN LIEU OF 36"Ø CONCRETE PIERS, PROVIDE HELICAL PILE SUPPORT ALONG SIDE BEAM WHERE SHOWN (AS SHOWN BELOW). ALTERNATE TO EXTRA SUPPORTS, PROVIDE (1) ADDITIONAL PLY OF (E) BEAMS. ALTERNATIVELY, HELICAL PIERS MAY BE INSTALLED ON EXTERIOR SIDE OF EXTERIOR DECK BEAMS TO AVOID REMOVING DECK BOARDS. VERIFY WITH ARCHITECT IF ACCEPTABLE. 5 S4.1 TREATED (3) 2x12 BM. TREATED (3) 2x12 BM. TREATED (3) 2x12 BM. TREATED (3) 2x12 BM. TREATED (3) 2x12 BM. TREATED (3) 2x12 BM. TREATED (3) 2x12 BM. TREATED (3) 2x12 BM. TREATED (3) 2x12 BM. CANT. TREATED (3) 2x12 BM. 7'-9"7'-9"7'-9"7'-9"7'-9"7'-9"7'-9"7'-9"7'-9"7'-9"7'-9"7'-9"7'-9" 3 K 3 K 3 K 3 K 3 K 3 K 3 K 3 K 3 K 2 K CW1/WF1 TYPICAL STOOP WALL & FOOTING, U.N.O.7 S4.1 5'-4"7'-4" ADD SLOPING BLOCKING ABOVE JOISTS, SEE ARCH. RELOCATE EXISTING RAILING TO NEW DECK EDGE, SEE DETAIL 11/S5.1.3'-0"8"4'-0"8'-4"9'-4" NOTE #10 NOTE #10 11 S5.1 ARCH.SEESEE ARCH.(E) DECK STAIR. NEW RAMP, BY OTHERS. NELSON-RUDIE & ASSOCIATES, INC. 9 T100 49 H AVE N MINNEAPOLIS, MN 55428 763 367 7600 NELSONRUDIE COM . ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota ERIC A. NELSON REG # 55567 STRUCTURAL: 11/21/2023 2:00:17 PM EAN ALK 06/09/2023 22-117 Yacht Club Remodel Spring Park, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 EXISTING FOUNDATION PLAN S0.1 Date:___06/09/2023_____ 3/16" = 1'-0"S0.1 1 EXISTING FOUNDATION PLAN NORTHNOTES: 1. SEE S0.0 GENERAL STRUCTURAL NOTES AND SCHEDULES 2. REFERENCE ELEVATION (100'-0") EQUALS ARCHITECTURAL LOWER LEVEL ELEVATION (100'-0"). ELEVATIONS GIVEN ARE NOTED FROM REFERENCE. 3. SEE ARCHITECT FOR DIMENSIONS NOT SHOWN. VERIFY ALL STOOP FOUNDATION SIZES AND LOCATIONS WITH ARCHITECT. 4. U.N.O. DENOTES UNLESS NOTED OTHERWISE. 5. T.F.E. DENOTES TOP OF FOOTING ELEVATION. 6. (E) DENOTES EXISTING FRAMING. 7. $ DENOTES FOOTING STEP. CONTRACTOR SHALL COORDINATE ALL FOOTING STEPS WHERE REQUIRED. SEE DETAIL 5/S3.1. VERIFY LOCATIONS AND INVERTS OF ALL MECHANICAL PIPES WITH MECHANICAL/CIVIL, SEE 6/S3.1. 8. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS, DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. NOTIFY STRUCTURAL ENGINEER FOR ANY DISCREPANCIES. 9. PROVIDE (2)-#4 x 4'-0" DIAGONAL REBAR IN SLAB AT ALL CORNERS IN SLABS THAT DO NOT HAVE CONTROL JOINTS. VERIFY JOINT LOCATIONS WITH CONCRETE CONTRACTOR. 10. WHERE NEW FOOTING MEETS EXISTING FOOTING, DRILL AND SLEDGE #5 x 2'-0" DOWELS 8" INTO EXISTING FOOTING @ 12"o.c. ALONG EXISTING FOOTING. VERIFY & MATCH EXISTING FOOTING DEPTHS. 11. REPLACE ANY ROTTED OR DAMAGED WOOD. 12. REACTIONS SHOWN ARE THE RESULT OF ASD LOAD COMBINATION 1.0DL+1.0LL OR 1.0DL+0.6WL. EAN NEW DECK EXTENSION EDGE. ISSUE RECORD No. Description Date GMP SET 01/20/2023 REVIEW SET 02/17/2023 REVIEW SET 04/14/2023 PERMIT SET 06/09/2023 CITY COMMENTS RESPONSE 07/28/2023 CONSTRUCTION SET 09/29/2023 REVISED CONSTRUCTION SET 11/17/2023 Reviewed for Building Code Compliance 1 2 3 4 5 6 7 9 10 11 12 13 A B C D E F (E) W24X55(E) 20K3(E) W21X44(E) W12X19 (E) W12X14(E) W12X19 (E) W12X19 (E) W12X19 (E) W16X26 (E) W21X50 (E) W24X55 (E) W21X50 (E) 22K6(E) W24X84 (E) W12X14(E) W12X14(E) 10K1(E) 10K1(E) 10K1(E) W12X14(E) W12X14(E) W12X14 (E) W8X10(E) W12X14(E) W12X19(E) W8X18 (E) 12K1(E) 10K1(E) 10K1(E) 20K3(E) 10K1(E) 14K1(E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL(E) 1 3/4x9 1/4 PSL(E) 1 3/4x9 1/4 PSL(E) 1 3/4x9 1/4 PSL(E) 1 3/4x9 1/4 PSL(E) 1 3/4x9 1/4 PSL(E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL(E) 1 3/4x9 1/4 PSL(E) 1 3/4x9 1/4 PSL(E) 1 3/4x9 1/4 PSL(E) W8X18(E) TS4x4 COL.(E) C4(E) 0.6C 22 GAGE MTL DECK w/3" THICK CONCRETE w/ 6x6 -W2.1xW2.1 W.W.F. T/O CONCRETE EL = 112'-5 1/2"(E) TS4x4 COL.(E) TS5x5 COL.(E) TS4x4 COL.(E) TS5x5 COL.(E) TS7x7 COL.(E) TS6x6 COL.(E) TS6x6 COL.(E) TS6x6 COL.(E) TS6x6 COL.(E) TS4x4 COL.(E) TS5x5 COL.(E) TS7x7 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS5x5 COL.(E) TS7x7 COL.(E) TS6x6 COL.(E) TS6x6 COL.(E) TS5x5 COL.(E) TS4x4 COL.(E) TS5x5 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) W12X14(E) W12X14(E) W12X14(E) W12X14(E) W12X14(E) TS6x6 COL.(E) TS6x6 COL.(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) 5 1/2" SLAB ON GRADE 7 S5.1(E) WOOD JOISTS TYP. AT DECKS(E) WOOD JOISTS TYP. AT DECKS(E) WOOD JOISTS TYP. AT DECKS(E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL 6 S5.1 1/2"x10"x10" BASE PLATE w/ (4) -1/2"Øx3" SCREW ANCHORS 1/2"x10"x10" BASE PLATE w/ (4) -1/2"Øx3" SCREW ANCHORS. SEE ARCH. FOR WALL LOCATION. NEW BALCONY NEW BALCONY NEW BALCONY8'-9"8'-0"24'-6"8'-0"24'-9"74'-0"13'-4"12'-8"12'-8"12'-8"12'-8"12'-8"25'-4"12'-8"12'-8"12'-8"13'-4" 153'-4" (E) 18"x18" CMU PILASTER 6"(5) EQ. SPACES @ 2'-6 1/4"± = 12'-7"(10) EQ. SPACES @ 2'-6 3/8"± = 25'-4" @ 2'-6 3/8" = 12'-8" (5) EQ. SPACES @ 2'-6 3/8" = 12'-8" (5) EQ. SPACES (5) EQ. SPACES @ 2'-6 3/8" = 12'-8"(5) EQ. SPACES @ 2'-6 3/8" = 12'-8"(5) EQ. SPACES @ 2'-6 3/8" = 12'-8"(5) EQ. SPACES @ 2'-6 3/8" = 12'-8"(5) EQ. SPACES @ 2'-6 3/8" = 12'-8"(5) EQ. SPACES @ 2'-6 3/8" = 12'-8"(5) EQ. SPACES @ 2'-6 1/4"± = 12'-7"6" (5) EQ. SPACES @ 2'-6 3/8" = 12'-8"(5) EQ. SPACES @ 2'-6 3/8" = 12'-8"(5) EQ. SPACES @ 2'-6 3/8" = 12'-8" (10) EQ. SPACES @ 2'-6 3/8"± = 25'-4"(E) TS6x6 COL.SEE DETAILS FOR ALL MEMBER SIZES. SEE ARCH. FOR DIMENSIONS AND LOCATION. 7 S4.1 NELSON-RUDIE & ASSOCIATES, INC. 9 T100 49 H AVE N MINNEAPOLIS, MN 55428 763 367 7600 NELSONRUDIE COM . ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota ERIC A. NELSON REG # 55567 STRUCTURAL: 11/21/2023 2:00:17 PM EAN JRG 06/09/2023 22-117 Yacht Club Remodel Spring Park, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 EXISTING LEVEL 1 FRAMING PLAN S1.1 Date:___06/09/2023_____NORTH3/16" = 1'-0"S1.1 1 EXISTING LEVEL 1 FRAMING PLAN NOTES: 1. SEE S0.0 GENERAL STRUCTURAL NOTES AND SCHEDULES 2. REFERENCE ELEVATION (100'-0") EQUALS ARCHITECTURAL LOWER LEVEL ELEVATION (100'-0"). ELEVATIONS GIVEN ARE NOTED FROM REFERENCE. 3. SEE ARCHITECTURAL FOR ALL DIMENSIONS AND ELEVATIONS. 4. U.N.O. DENOTES UNLESS NOTED OTHERWISE. 5. J.B.E. DENOTES JOIST BEARING ELEVATION, D.B.E. DENOTES DECK BEARING ELEVATION. 6. (E) DENOTES EXISTING FRAMING. 7. ELEVATIONS SHOWN AT STEEL BEAMS DENOTES TOP OF STEEL ELEVATION, U.N.O. 8. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, EXISTING FRAMING AND CONDITIONS PRIOR TO THE START OF CONSTRUCTION. NOTIFY STRUCTURAL ENGINEER OF ANY DISCREPANCIES. (E) 18"x18" CMU PILASTER (E) 18"x18" CMU PILASTER (E) 18"x18" CMU PILASTER (E) 18"x18" CMU PILASTER (E) 18"x18" CMU PILASTER (E) 18"x18" CMU PILASTER (E) 18"x18" CMU PILASTER (E) 18"x18" CMU PILASTER EAN ISSUE RECORD No. Description Date GMP SET 01/20/2023 REVIEW SET 02/17/2023 REVIEW SET 04/14/2023 PERMIT SET 06/09/2023 CITY COMMENTS RESPONSE 07/28/2023 CONSTRUCTION SET 09/29/2023 Reviewed for Building Code Compliance 1 2 3 4 5 6 7 9 10 11 12 13 A B C D E F (E) W12X19 (E) W21X44(E) W8X10(E) W12X14(E) W8X10W14X22 (E) W24X55 (E) W16X26 (E) W21X50 (E) W24X55 (E) W21X50 (E) W21X44 (E) W12X19 (E) W12X19 (E) W12X19 (E) W24X84 (E) W12X19 (E) W12X19 (E) W12X19(E) 10K1(E) 20K3(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) 10K120K3(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) 12K1(E) W12X14 (E) W12X14 (E) W12X14(E) W12X14(E) W12X14(E) W12X14(E) 10K1(E) 10K1(E) 10K1(E) 10K1(E) W12X14(E) W8X10(E) W8X10(E) W12X14(E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL(E) 1 3/4x9 1/4 PSL(E) 1 3/4x9 1/4 PSL(E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL(E) 1 3/4x9 1/4 PSL(E) 1 3/4x9 1/4 PSL(E) 1 3/4x9 1/4 PSL(E) 1 3/4x9 1/4 PSL(E) 1 3/4x9 1/4 PSL(E) 1 3/4x9 1/4 PSL(E) (2) 1 3/4x9 1/4 PSL(E) (2) 1 3/4x9 1/4 PSL(E) (2) 1 3/4x9 1/4 PSL (E) W16X26 (E) W8X10(E) W8X18 (E) W24X55 (E) W8X10(E) W16X26(E) W18X35 (E) W8X18 (E) W8X10(E) 0.6C 22 GA. METAL DECK w/ 3" THICK CONCRETE w/ 6x6 -W2.1xW2.1 W.W.F. T/O CONCRETE EL = 112'-5 1/2"(E) 1 3/4x9 1/4 PSL(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS6x6 COL.(E) WOOD JOISTS TYP AT DECKS(E) TS5x5 COL.(E) TS5x5 COL.(E) TS5x5 COL.(E) TS5x5 COL.(E) TS6x6 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS6x6 COL.(E) TS5x5 COL.(E) TS5x5 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS6x6 COL.(E) TS6x6 COL.(E) TS6x6 COL.(E) TS6x6 COL.(E) TS4x4 COL.(E) TS5x5 COL.(E) TS6x6 COL.7 S5.1 TYP. AT BALCONY ENDS. 5 S5.1 (E) WOOD JOISTS TYP AT DECKS(E) WOOD JOISTS TYP AT DECKS(E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL (E) (2) 1 3/4x9 1/4 PSL(E) (2) 1 3/4x9 1/4 PSL(E) (2) 1 3/4x9 1/4 PSL(E) W8X18(E) W8X18 (E) W8X18C12X25C12X25 C12X25 C12X25HANGER ROD, SHOWN DASHED (E) C8(E) C8ROD SUPPORTED BEAM ALL INTERIOR CANOPY FRAMING MEMBERS ARE C8x11.5, U.N.O. BEAR 6" ON (E) CMU WALL 12'-8" NEW BALCONY NEW BALCONY NEW BALCONYSIM.SL1 11 S5.1 11 S5.1OPP.(E) 20K3(E) 20K3(E) 20K3(E) 20K3(E) 20K3(E) 20K3(E) 20K3(E) 20K38'-9"8'-0"24'-6"8'-0"24'-9"13'-4"12'-8"12'-8"12'-8"12'-8"12'-8"25'-4"12'-8"12'-8"12'-8"13'-4" 153'-4"74'-0"2'-0"13'-5 3/4"2'-0 1/4"5'-10 1/4"13'-6"SEE DETAILS 6 & 15/S5.1 FOR REMAINING DIMENSIONS AT CANOPY.(E) 2.5VS5 JOIST@ 2'-4"o.c.9"(5) EQ. SPACES @ 2'-6 1/4"± = 12'-7"(10) EQ. SPACES @ 2'-6 3/8"± = 25'-4" @ 2'-6 3/8" = 12'-8" (5) EQ. SPACES @ 2'-6 3/8" = 12'-8" (5) EQ. SPACES (5) EQ. SPACES @ 2'-6 3/8" = 12'-8"(5) EQ. SPACES @ 2'-6 3/8" = 12'-8"(5) EQ. SPACES @ 2'-6 3/8" = 12'-8"(5) EQ. SPACES @ 2'-6 3/8" = 12'-8"(5) EQ. SPACES @ 2'-6 3/8" = 12'-8"(5) EQ. SPACES @ 2'-6 3/8" = 12'-8"(5) EQ. SPACES @ 2'-6 1/4"± = 12'-7"9" (5) EQ. SPACES @ 2'-6 3/8" = 12'-8"(5) EQ. SPACES @ 2'-6 3/8" = 12'-8"(5) EQ. SPACES @ 2'-6 3/8" = 12'-8" (10) EQ. SPACES @ 2'-6 3/8"± = 25'-4" NELSON-RUDIE & ASSOCIATES, INC. 9 T100 49 H AVE N MINNEAPOLIS, MN 55428 763 367 7600 NELSONRUDIE COM . ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota ERIC A. NELSON REG # 55567 STRUCTURAL: 11/21/2023 2:00:18 PM EAN JRG 06/09/2023 22-117 Yacht Club Remodel Spring Park, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 EXISTING LEVEL 2 FRAMING PLAN S2.1 Date:___06/09/2023_____NORTH3/16" = 1'-0"S2.1 1 EXISTING LEVEL 2 FRAMING PLAN NOTES: 1. SEE S0.0 GENERAL STRUCTURAL NOTES AND SCHEDULES 2. REFERENCE ELEVATION (100'-0") EQUALS ARCHITECTURAL LOWER LEVEL ELEVATION (100'-0"). ELEVATIONS GIVEN ARE NOTED FROM REFERENCE. 3. SEE ARCHITECTURAL FOR ALL DIMENSIONS AND ELEVATIONS. 4. U.N.O. DENOTES UNLESS NOTED OTHERWISE. 5. J.B.E. DENOTES JOIST BEARING ELEVATION, D.B.E. DENOTES DECK BEARING ELEVATION. 6. (E) DENOTES EXISTING FRAMING. 7. ELEVATIONS SHOWN AT STEEL BEAMS DENOTES TOP OF STEEL ELEVATION, U.N.O. 8. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, EXISTING FRAMING AND CONDITIONS PRIOR TO THE START OF CONSTRUCTION. NOTIFY STRUCTURAL ENGINEER OF ANY DISCREPANCIES. EAN ISSUE RECORD No. Description Date GMP SET 01/20/2023 REVIEW SET 02/17/2023 REVIEW SET 04/14/2023 PERMIT SET 06/09/2023 CITY COMMENTS RESPONSE 07/28/2023 Reviewed for Building Code Compliance 1 2 3 4 5 6 7 9 10 11 12 13 A B C D E F (E) W18X35(E) W18X40(E) W21X44(E) W18X35(E) W12X14(E) W8X10(E) W12X19(E) W12X14 (E) W8X10(E) W8X10(E) W14X22(E) W12X14(E) W12X14(E) W12X14(E) W8X10(E) W24X55 (E) W8X10(E) W8X10(E) W14X22 1'-0" (E) W12X14(E) W12X14 (E) W8X101'-0" 1'-0" (E) W12X19(E) W14X22(E) W8X10(E) W8X10(E) W18X35(E) W12X19(E) W8X10(E) W12X19(E) W8X10(E) W12X14 (E) W18X40 (E) W12X14(E) W8X10(E) W18X35 (E) W18X40(E) W8X10C SPLICE (E) 1'-0"(E) W8X10(E) W8X10(E) W12X19(E) W8X10(E) W14X22 (E) WOOD ROOF TRUSSES(E) W16X31 (E) 10" P.C. PLANK(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS6x6 COL.(E) TS6x6 COL.(E) TS6x6 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS4x4 COL.(E) TS3x3 COL.(E) TS4x4 COL.(E) 10" PC PLANK(E) WOOD ROOF TRUSSES(E) WOOD ROOF TRUSSES(E) GIRDER TRUSS (E) WOOD ROOF TRUSSES (E) C84 S5.1 4 S5.1 4 S5.1 4 S5.1(E) GIRDER TRUSS(E) GIRDER TRUSST.O.P. (136'-10")(E) 10" P.C. PLANK9"(E) W8X18(E) W8X18(E) C8(E) C8(E) W16X31 8'-9"8'-0"24'-6"8'-0"24'-9"74'-0"13'-4"12'-8"12'-8"12'-8"12'-8"12'-8"25'-4"12'-8"12'-8"12'-8"13'-4" 153'-4" FUTURE MECHANICAL EQUIPMENT, NOTIFY STRUCTURAL PRIOR TO INSTALL. FUTURE MECHANICAL EQUIPMENT, NOTIFY STRUCTURAL PRIOR TO INSTALL. NO NEW OPENINGS ARE TO BE CUT THROUGH PLANK PRIOR TO STRUCTURAL APPROVAL. REUSE EXISTING OPENINGS. RTU WEIGHT = 3360 # CONDENSING UNIT WEIGHT = 650 #, SEE MECH. FOR LOCATION. CONDENSING UNIT WEIGHT = 840 #, SEE MECH. FOR LOCATION. CONDENSING UNIT WEIGHT = 570 #, SEE MECH. FOR LOCATION. NELSON-RUDIE & ASSOCIATES, INC. 9 T100 49 H AVE N MINNEAPOLIS, MN 55428 763 367 7600 NELSONRUDIE COM . ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota ERIC A. NELSON REG # 55567 STRUCTURAL: 11/21/2023 2:00:20 PM EAN JRG 06/09/2023 22-117 Yacht Club Remodel Spring Park, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 EXISTING ROOF FRAMING PLAN S3.1 Date:___06/09/2023_____NORTHNOTES: 1. SEE S0.0 GENERAL STRUCTURAL NOTES AND SCHEDULES 2. REFERENCE ELEVATION (100'-0") EQUALS ARCHITECTURAL LOWER LEVEL ELEVATION (100'-0"). ELEVATIONS GIVEN ARE NOTED FROM REFERENCE. 3. SEE ARCHITECTURAL FOR ALL DIMENSIONS AND ELEVATIONS. 4. U.N.O. DENOTES UNLESS NOTED OTHERWISE. 5. J.B.E. DENOTES JOIST BEARING ELEVATION, D.B.E. DENOTES DECK BEARING ELEVATION. 6. (E) DENOTES EXISTING FRAMING. 7. ELEVATIONS SHOWN AT STEEL BEAMS DENOTES TOP OF STEEL ELEVATION, U.N.O. 8. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, EXISTING FRAMING AND CONDITIONS PRIOR TO THE START OF CONSTRUCTION. NOTIFY STRUCTURAL ENGINEER OF ANY DISCREPANCIES. 3/16" = 1'-0"S3.1 1 EXISTING ROOF FRAMING PLAN EAN ISSUE RECORD No. Description Date GMP SET 01/20/2023 REVIEW SET 02/17/2023 REVIEW SET 04/14/2023 PERMIT SET 06/09/2023 CITY COMMENTS RESPONSE 07/28/2023 CONSTRUCTION SET 09/29/2023 Reviewed for Building Code Compliance 1'-2"(E) STEEL COLUMN TO BE REMOVED (E) SLAB ON GRADE (E) CONCRETE PIER (E) PAD FOOTING DRILLED & EPOXY 5-#5 x 2'-0" INTO (E) FOOTING (8" EMBED) PAD FOOTING, SEE PLAN 1 1/2" NON-SHRINK GROUT BASE PLATE, SEE PLAN SLAB ON GRADE STEEL COLUMN, SEE PLAN (E) SLAB ON GRADE 1 1 MATCH EXISTING COMPACTED SAND. PROVIDE 2-#4 x 4'-0" DIAGONAL BARS IN SLAB IF JOINTS IN SLAB DO NOT OCCUR AT COLUMNS. #4 x 1'-6" DOWELS @ 2'-0"o.c. DRILL & SLEDGE SOLID 6" INTO (E) SLAB. CENTERLINE OF COLUMN & FOOTING. BELOW SLAB COAT COLUMN & BASE PLATE w/ (2) COATS OF BITUMASTIC. 1/2" FIBER JOINT AROUND COLUMN. CENTERLINE OF COLUMN & FOOTING. FOOTING, SEE PLAN. SEE PLAN 1 1/2" NON-SHRINK GROUT. COLUMN, SEE PLAN. SEE PLAN COMPACTED SAND. PROVIDE 2-#4 x 4'-0" DIAGONAL BARS IN SLAB IF JOINTS IN SLAB DO NOT OCCUR AT COLUMNS. 1 1 #4 x 1'-6" DOWELS @ 2'-0"o.c. DRILL & SLEDGE SOLID 6" INTO (E) SLAB. (E) SLAB ON GRADE. BASEPLATE, SEE PLAN. DO NOT UNDERMINE EXISTING SLAB ON GRADE. 6" SLAB INFILL SLAB w/ 6x6 - W2.9xW2.9 CENTERED IN SLAB (FLAT SHEETS) GRADE TOP OF SLAB VERIFY w/ CIVIL/MECH 1 1/2" CLEAR GRANULAR BACKFILL OVER COMPACTED EXISTING EXCAVATED SOIL. 12" MIN AT CENTER. SLOPE TO SIDES AND TOWARD LAKE. 12" MIN. CONCRETE PAD FOR LIFT SUPPORT w/ #5 @ 12"o.c. EA. WAY TOP & BOTTOM. PROVIDE 3" MIN. BOTTOM COVER AND 1 1/2" MIN. TOP COVER. SEE ARCH/CIVIL FOR DIMENSIONS AND LOCATIONS. HOOK ALL BARS, EACH END. SEE ARCH. FOR TOP OF SLAB SLOPES. 3" CLR. TYP. SEE ARCH. FOR PIT SLAB DIMENSIONS. PROVIDE 3" DEPRESSION FOR LIFT. LEAVE NO LESS THAN 6" WIDE CONCRETE AROUND DEPRESSION w/ (1) #5 CONTINUOUS IN CURB AROUND PIT. DROP REMAINING REBAR MAT BELOW PIT DEPRESSION AS REQUIRED. 4" BOX FORMS BELOW ENTIRE SLAB. PROVIDE PLASTIC SOIL RETAINER AROUND PERIMETER. 20"Ø DRILLED PIERS w/ (6)-#7s & #3 TIES @ 12" o.c. (#4 @ 4" o.c. TOP) (BOT. OF PIER = 6'-0" MINIMUM BELOW GRADE, ASSUMING SUITABLE SOILS).1'-2"(E) STEEL COLUMN TO BE REMOVED (E) CONCRETE PIER (E) PAD FOOTING DRILLED & EPOXY 5-#5 x 2'-0" INTO (E) FOOTING (8" EMBED) PAD FOOTING, SEE PLAN 1 1/2" NON-SHRINK GROUT BASE PLATE, SEE PLAN SLAB ON GRADE STEEL COLUMN, SEE PLAN (E) SLAB ON GRADE 1 1 MATCH EXISTING COMPACTED SAND. PROVIDE 2-#4 x 4'-0" DIAGONAL BARS IN SLAB IF JOINTS IN SLAB DO NOT OCCUR AT COLUMNS. #4 x 1'-6" DOWELS @ 2'-0"o.c. DRILL & SLEDGE SOLID 6" INTO (E) SLAB.1'-2"1 1/2" NON-SHRINK GROUT BASE PLATE, SEE PLAN STEEL COLUMN, SEE PLAN (E) SLAB ON GRADE 1 1 #4 x 1'-6" DOWELS @ 2'-0"o.c. DRILL & SLEDGE SOLID 6" INTO (E) SLAB. SEE PLAN SEE PLAN. C COLUMN.L HELICAL PIER & CONNECTION, BY OTHERS. (E) GRADE C BEAML SEE ARCH. (E) DECK BOARDS. REMOVE & REPLACE AS REQUIRED. (E) BEAM, SEE PLAN. (E) JOISTS, SEE PLAN. VERIFY w/ HELICAL SUPPLIER (TYPICALLY 20-25') "L" BRACKET BEAM SUPPORT BY HELICAL SUPPLIER. HELICAL SHAFTS CUT OFF BELOW DECK BOARDS. HELICAL PIER, BY OTHERS. (E) GRADE C BEAM & HELICALL SEE ARCH. (E) DECK BOARDS. REMOVE & REPLACE AS REQUIRED. BEAM, SEE PLAN. (E) JOIST BEYOND, SEE PLAN. CUT AS REQUIRED. PROVIDE SIMPSON HUS1.81/10 FACE MOUNT JOIST HANGERS. VERIFY w/ HELICAL SUPPLIER (TYPICALLY 20-25') "L" BRACKET BEAM SUPPORT BY HELICAL SUPPLIER. HELICAL SHAFTS CUT OFF BELOW DECK BOARDS. "U" BRACKEET BEAM SUPPORT BY HELICAL SUPPLIER. 8"VERIFY w/ ARCH. SEE PLAN SEE PLAN FOOTING, SEE PLAN. #4 @ 12"o.c. EA. WAY CENTER OF SLAB. SEE ARCH. #4 DWLS. @ 12"o.c. TYP. (3) SIDES THUS: 1/2" FIBER JOINT, SEE ARCH. FOR DOOR DETAIL. 2'-8" 2'-8" VERIFY ALL DIMENSIONS AND LOCATIONS w/ ARCH. (E) CONCRETE WALL. BACKFILL BELOW SLAB w/ COMPACTED GRANULAR FILL. CONCRETE STOOP WALL w/ #4 @ 12"o.c. EA. WAY. SEE PLAN SEE ARCH. (-4'-0") BELOW GRADE SLAB ON GRADE, SEE PLAN. 1/2" FIBER JOINT. 1-#3 TYP. AT NOSING. #4 DOWELS @ 12"o.c. THUS: 2'-0" 2'-0" FOOTING, SEE PLAN. #4 @ 12"o.c. EA. WAY.#4 @ 12"o.c. EA. WAY.6"#4 BENT BAR @ 12"o.c. THUS:2'-0"2'-0"SEE ARCH. FOR STAIR DIMENSIONS. (E) FOOTING, SEE PLAN.6"#4 @ 12"o.c. EA. WAY CENTER OF SLAB. #4x2'-0" DWLS. @ 12"o.c. DRILL & EPOXY 6" INTO (E) SLAB. 4"TOP OF SLAB VERIFY w/ CIVIL/MECH 1 1/2" CLEAR GRANULAR BACKFILL OVER COMPACTED EXISTING EXCAVATED SOIL. 12" MIN AT CENTER. SLOPE TO SIDES AND TOWARD LAKE. SEE 3/S4.1 FOR SLAB NOTES. CLR. TYP. 3" SLAB ON GRADE, SEE CIVIL. DOWEL BY OTHERS. 4" BOX FORMS BELOW ENTIRE SLAB. PROVIDE PLASTIC SOIL RETAINER AROUND PERIMETER. SEE DETAIL 3/S4.1 FOR PIER AND REINFORCING. NELSON-RUDIE & ASSOCIATES, INC. 9 T100 49 H AVE N MINNEAPOLIS, MN 55428 763 367 7600 NELSONRUDIE COM . ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota ERIC A. NELSON REG # 55567 STRUCTURAL: 11/21/2023 2:00:20 PM EAN JRG 06/09/2023 22-117 Yacht Club Remodel Spring Park, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 DETAILS S4.1 Date:___06/09/2023_____ NO SCALES4.1 1 DETAIL (NOT USED) NO SCALES4.1 2 DETAIL (NOT USED) NO SCALES4.1 3 DETAIL EAN NO SCALES4.1 4 DETAIL (NOT USED) NOT USED NOT USED NOT USED NO SCALES4.1 5 HELICAL PILE DETAIL @ EXISTING BEAMS NO SCALES4.1 6 HELICAL PILE DETAIL @ NEW BEAMS NO SCALES4.1 7 DETAIL NO SCALES4.1 9 DETAIL ISSUE RECORD No. Description Date GMP SET 01/20/2023 REVIEW SET 02/17/2023 REVIEW SET 04/14/2023 PERMIT SET 06/09/2023 CITY COMMENTS RESPONSE 07/28/2023 CONSTRUCTION SET 09/29/2023 Reviewed for Building Code Compliance BALCONY ROD (E) TS4x4x3/16 AT INTERMEDIATE BALCONY COLUMNS (E) W12x14 (E) TS4x4x1/4 AT BALCONY ENDS 3/8x18x11 GUSSET PLATE. WELD TO INTERIOR SIDE OF HSS COLUMN 3/8x18x18 GUSSET PLATE. WELD TO INTERIOR SIDE OF HSS COLUMN SEE ARCH INTERMEDIATE COLUMNS END COLUMNS A A (E) W12x14 C8x11.5 BEAM ATTACHED TO WF @ (E) COLUMNS w/ (4) 3/4"Ø BOLTS w/ HEADS TACK WELDED TO FLANGE 9"9"C8x11.5 C12x25 CONT. ACROSS FRONT PROVIDE 1/2" STIFF. PL. @ THREADED ROD CONNECTIONS 3/4x4x3 GALV. PL. L2 1/2x2 1/2x1/4 CONT. ALL SIDES 1 1/2" METAL ROOF DECK, SEE BELOW. HSS3x3x5/16x1'-0" 1"Ø CANOPY ROD PROVIDE 1/2" PLATES FOR TOP CANOPY CONNECTION. W8x18x0'-8" SEE ARCH 1/4 C COLUMNL 9" TO FACE OF CHANNEL 3'-6" FACE OF BRICK SEE ARCH FACE OF BRICK, SEE ARCH. 1 1/2"1 1/2"1 1/2" 1. TYP. WELD - 5/8" DIAMETER PUDDLE WELD @ TYPE "B" DECK OR HILTI X-EDN19. 2. FASTEN EACH FLUTE AT BUILDING EDGE AT END SPAN. 3. FASTEN DECK AT 6"o.c. AT PARALLEL EDGE SUPPORT. 4. SEE SPECIFICATIONS & GENERAL STRUCTURAL NOTES. 5. AT DECK SIDELAP, PROVIDE (1) #10 TEK SCREW @ 6" o.c. 36" WIDE SHEET (36/4 PATTERN)TYP. FASTENER PATTERN AT LAPS AND INTERMEDIATE SUPPORTS. 12" 12" 12" 1 1/2" TYPE "B" STEEL ROOF DECK HSS 6x6x5/16 HSS6x6x5/16 EXISTING DECK FRAMING BEYOND 600S162-33 METAL STUDS @ 16" o.c. 20" DRILLED CONCRETE PIER w/ 6-#7 & #3 TIES @ 12"o.c. (#4 @ 4" o.c. TOP) GRADE 1 1/2" GROUT PAD MATCH EXISTING HSS6x6x5/16 600T125-33 STUD TRACK w/ (2) #10 TRUGRIP GT CFS TO WOOD SCREWS @ 16" o.c. REMOVE (E) DECK BOARDS OFF EXISTING DECK. REPLACE w/ COMPOSITE DECKING, SEE ARCH. C COLUMN & PIERL 1/2"x12"x12" BASE PLATE w/ (4)-3/4"Ø THREADED RODS & 9" EMBED. HSS6x6x5/16 1/4 TYP TOP & BOTTOM TYP EA SIDE SIMPSON SSC6.25 CLIP AT EACH STUD 9 S5.1 SEE ARCH SEE PLAN HSS6x6x5/16 HSS6x6x5/16 C COLUMN & PIERL (-6'-8") HSS 6x6x5/16 EXTENSION FOR DIMENSION, TYP. SEE ARCH. HSS 6x6x5/16 EXTENSION HSS 6x6x5/16 EXTENSION HSS 6x6x5/16 EXTENSION HSS2 1/4x2 1/4x1/4 FIELD WELD TO (E) BEAM FLANGE, EA. SIDE w/ 3/16" FILLET & ENDS TO ANGLES ALL AROUND. L2 1/2"x2 1/2"x1/4. WELD EACH END OF ANGLE TO ADJACENT JOIST (E) BAR JOIST (E) MTL. STUD WALL(E) BRICK (E) BEAM, SEE PLAN L6x4x5/16 (LLV) (E) L3x3x3/16 CONT RE-USE OR INSERT NEW L5x5x5/16 C6x8.2 CUT TO FIT @ 4'-0" o.c. SEE ARCH 1/4 RE-USE OF MATCH EXISTING KICKER STUD @4'-0" o.c. 2'-0" 3/4"Ø BALCONY ROD SHIM SOLID BETWEEN TUBE & BM. CUT (E) STUD WALL, BRICK AND ANGLE PROVIDE 1/2" PLATES FOR LOWER LEVEL HANGER ROD SUPPORT @ DETAIL NOTED "SIM." STEEL SHIM SOLID. STEEL BEAM, SEE PLAN. (E) STEEL COLUMN, CUT EXISTING COLUMN AND CAP PLATE 1/2" STIFFENER PLATE, EA. SIDE STEEL JOIST FRAMING NOT SHOWN FOR CLARITY. SEE DETAIL 9/S5.1 FOR SHORING LOADS 1/4 1/4 (E) STEEL COLUMN 7/8"x12"x6 1/2" BASE PLATE W/ (4)-3/4"Ø BOLTS 1 1/2"1 1/2"6"1 1/2"1 1/2"1'-0"6 1/2" STEEL BEAM, SEE PLAN (E) HSS6x6 COLUMN A-A AA C (E) STEEL COLUMN L VERIFY w/ ARCH. STEEL BEAM, SEE PLAN. (E) CONCRETE OVER METAL DECK. (E) STEEL JOIST, SEE PLAN. 3/8"Ø THREADED RODS BY PARTITION SUPPLIER. FOLDING PARTITION WALL. 3 5/8" METAL STUD FRAMING AROUND BEAM BY OTHERS. PLATE BY PARTITION WALL SUPPLIER. VERIFY w/ PARTITION WALL SUPPLIER. 3 5/8" x 20 GA. BRACING @ 4'-0"o.c. MAX, ALTERNATING SIDES CEILING NOT SHOWN FOR CLARITY. SEE PLAN C BEAML (E) METAL ROOF DECK, SEE PLAN. C JOIST PANEL POINT. NEW COLUMN, SEE PLAN. L L6x3 1/2x5/16 (LLV)2"(E) STEEL JOIST, SEE PLAN. DO NOT WELD COLUMN TO ANGLES OR PLATES. ALLOW COLUMN TO MOVE FREE VERTICALLY IN BRACKET. IF COLUMN IS LOCATED 6" OR FURTHER FROM PANEL POINT, ADD L2 1/2x2 1/2x1/4 FROM CENTER OF COLUMN TO TOP PANEL POINT AT EA. JOIST. 3/16 JOIST TO ANGLE C JOIST PANEL POINT.L STEEL BEAM, SEE PLAN. PROVIDE 3/8"x6" WELD TAB w/ (2) BOLT CONNECTION EA. END. L6x3 1/2x5/16 EACH SIDE OF COLUMN. DO NOT WELD COLUMN TO ANGLES OR PLATES. ALLOW COLUMN TO MOVE FREE VERTICALLY IN BRACKET. SEE PLAN 3/16 VERT. LEG OF ANGLE TYP. L2x2x1/4 "X" BRACE. (E) STEEL JOIST, SEE PLAN. 5/16"x6"x5 1/8" PL EA. SIDE. STEEL BEAM, SEE PLAN. NEW COLUMN, SEE PLAN. PROVIDE 3/8"x6" WELD TAB w/ (2) BOLT CONNECTION EA. END. 3/16 TYP. EA. END EA. ANGLE 3/16 1 1/2 TYP. L2 1/2x2 1/2x1/4 AT JOISTS L6x3 1/2x5/16 NEW COLUMN, SEE PLAN. 1/4 TYP. PL. TO ANGLE EQEQDETAIL 3B BASEPLATE 5/16 TYP. COLUMN, SEE PLAN. BASEPLATE 3/4"x3 1/2"x11" w/ (2) 5/8"Ø SIMPSON OR HILTI SCREW ANCHORS w/ 3 1/4" EMBEDMENT INTO GROUTED P.C. PLANK. 5/16"x6"x5 1/8 PL. EA. SIDE OF HSS, FIELD WELD TO EA. ANGLE. DO NOT WELD COLUMN TO ANGLES. ALLOW COLUMN TO MOVE FREE VERTICALLY IN BRACKET.DETAIL 3A EQ EQ 1 1/2" COMPOSITE DECK BOARDS, SEE ARCH. SEE ARCH. SEE DETAIL 6/S5.1 FOR SIZES & CONNECTIONS. SEE ARCH. (E) DECK JOIST FIREPLACE, SEE ARCH. DOUBLE JOIST AT FRONT WALL OF FIRE PLACE. (ATTACH ADDITIONAL PLY OR PROVIDE NEW DOUBLE JOIST. MATCH EXISTING) PROVIDE (2) LAYERS OF 5/8" CEMENT BOARD BELOW FIREPLACE IN LIEU OF DECK BOARDS. SEE ARCH. FOR DIMS. C8x11.5 BEAM ATTACHED TO WF @ (E) COLUMNS w/ (4) 3/4"Ø BOLTS w/ HEADS TACK WELDED TO FLANGE C8x11.5 C12x25 CONT. ACROSS FRONT L2 1/2x2 1/2x1/4 CONT. ALL SIDES 1 1/2" METAL ROOF DECK. SEE 6/S5.1 FOR NOTES. W8x18x0'-8" SEE ARCH 1/4 C (E) COL. L 9"1'-3" SEE ARCH FACE OF BRICK, SEE ARCH.8"4"2"(+8'-0") 1/2" KNIFE PLATE 1/2"x6" STIFFENER PLATES 3/8x18x18 GUSSET PLATE. WELD TO INTERIOR SIDE OF HSS COLUMN FACE OF BRICK, SEE ARCH. 2"3"1'-0" SECTION A-A 1/4 TYP. COMPOSITE DECK BOARDS, SEE ARCH. DECK JOIST, SEE PLAN. RELOCATE EXISTING RAILING & CONNECTIONS. BEAM, SEE PLAN. TREATED 2x12 RIM. TREATED (3)-2x12 BLOCKING. A A A-A (4)-SIMPSON SDWS22500DB SCREWS EA. END. DECK JOIST, SEE PLAN. TREATED 2x12 RIM. SEE ARCH. (E) COMPOSITE DECK BOARDS, SEE ARCH. (E) BEAM, SEE PLAN. SIMPSON LUS210 FACE MOUNT HANGER TO EA. JOIST. SIMPSON H2.5A TO EA. JOIST. (E) JOIST, SEE PLAN. NELSON-RUDIE & ASSOCIATES, INC. 9 T100 49 H AVE N MINNEAPOLIS, MN 55428 763 367 7600 NELSONRUDIE COM . ARCHITECT: 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax REGISTRATION DATE PROJECT NUMBER DRAWN BY CHECKED BY PROJECT MANAGER PROJECT LOCATION SHEET TITLE SHEET NUMBER PLOT DATE: PREPARED FOR 7803 Glenroy Road, Suite 200 Bloomington, MN 55439 952-288-2000 952-288-2031 fax I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota ERIC A. NELSON REG # 55567 STRUCTURAL: 11/21/2023 2:00:21 PM EAN JRG 06/09/2023 22-117 Yacht Club Remodel Spring Park, MN 4165 SHORELINE DRIVE SPRING PARK, MN 55384 DETAILS S5.1 Date:___06/09/2023_____ NO SCALES5.1 4 DETAIL NO SCALES5.1 5 DETAIL NO SCALES5.1 6 DETAIL NO SCALES5.1 7 DETAIL NO SCALES5.1 8 DETAIL NO SCALES5.1 10 DETAIL (NOT USED) NO SCALES5.1 1 DETAIL (NOT USED) NO SCALES5.1 2 DETAIL (NOT USED) NO SCALES5.1 3 DETAIL NO SCALES5.1 9 DETAIL AT FIREPLACE EAN NO SCALES5.1 11 DETAIL NOT USED NOT USED NOT USED NO SCALES5.1 12 DETAIL ISSUE RECORD No. Description Date GMP SET 01/20/2023 REVIEW SET 02/17/2023 REVIEW SET 04/14/2023 PERMIT SET 06/09/2023 CITY COMMENTS RESPONSE 07/28/2023 CONSTRUCTION SET 09/29/2023 Reviewed for Building Code Compliance