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1 1.1 <br />I I <br />Fw- <br />1 <br />A7.11 <br />I <br />1 ( CC 3) I C< <br />5.11 I C15 <br />3 I 3 <br />A6.10 <br />7 <br />W C3 2 A5.11 <br />I <br />I <br />i <br />3 I 4 <br />A7.10 A6.10 C4 6 <br />4 <br />W C3 I 5 A6.10 <br />I I <br />A6.00 <br />1 <br />W2 <br />W3 <br />VESTIBULE <br />10 1 <br />I <br />W21 UUU <br />8 WAITING <br />A8.00F 140 <br />2 <br />A6.00 <br />C5 <br />W5 I C3 <br />W5 I <br />C3 <br />C5 <br />C41 ` <br />C9 <br />8.00 <br />I <br />EX C 55 <br />4 <br />LEX <br />EX <br />EX <br />CONSTRUCTION PLAN - LEVEL 01 <br />C12 <br />SA <br />EXAM <br />105 <br />EXAM <br />106 <br />C6 I <br />C2 I <br />2 3 <br />2 <br />2 <br />A7.00 <br />59' - 0 3/4" <br />3.9 4 <br />I <br />51 SURGERY <br />CAT WAITING RE 10' <br />OOM F-1 I A6a 116 <br />C18 102 I B6a <br />C1 I B3o <br />B6a - <br />--- C1 <br />----- -� <br />EXAM r <br />139 EXA o 5 L C17 <br />10 4 A6.11 6 L <br />1l <br />C2 C6 <br />LAB <br />-T- 144 <br />C2 C16 <br />CORRIDOR AT <br />113 3 <br />A5.12 0 <br />2 <br />A5.12 C11 <br />11 C2 <br />C13 1 1 1°i <br />C7 <br />7 <br />1111DORL 10 <br />T17 L J <br />C2 <br />C2 8 A6.11 TREATMENT <br />115 <br />NOTE: <br />C1 PROVIDE ACR LIC SEALANT AT C2 <br />ALL SLAB CONTROL JOINTS. SEE <br />STRUCT FOR OCAT ONS. <br />1 C1 <br />01 <br />C16 ° <br />T C2 <br />3 <br />A7.11 <br />C2 II I <br />C9 <br />STORAGE C9 <br />117 I <br />II <br />NIC <br />2 <br />BREAK A7.00 <br />WAITING <br />223 <br />124 <br />NIC <br />NIC <br />COMFOR <br />C20 <br />1 99 <br />- <br />- NIC <br />- - <br />25 <br />CORRIDOR <br />MILLWORK TO REMAIN <br />137 <br />MODIFY AS REQ'D <br />NIC <br />r, <br />BOARDING <br />RECEPTION <br />CAT WARD <br />,TIBULE <br />F _11 0 <br />118 <br />1291 <br />NIC <br />NIC <br />NIC <br />N <br />CORRI <br />1Z <br />NIC <br />-CONSUI <br />EXAM <br />13 1 <br />NIC <br />u R u <br />131 -31-1 <br />n NIC n <br />­m , � , ,. ATMENT <br />TOWER AROUND <br />COLUMN. <br />r I -T� <br />II C11 I <br />XRAY <br />119 - B <br />NIC <br />II I C23 <br />CAT ROOM <br />I 135 <br />L_ <br />CORRIDOR C21 <br />136 <br />NIC <br />I <br />ISOLATION <br />NIC <br />120 <br />Il <br />STORAGE <br />134 <br />NIC <br />I' <br />MECH <br />122 <br />W6 <br />6' HIGH WOOD SCREENING <br />FENCE. TIE INTO EXISTING <br />SEE 7&8/A8.01 <br />ICI <br />CONCRETE MECHANICAL PAD <br />RE -PACK EXTG BATT INSUL. ( -20 MIN) <br />PROVIDE 3/4" TREATED PLYWOOD SHEATHING AT <br />LOCATIONS WHERE STEEL SIDING HAS <br />BEEN REMOVED - SEE DEMO PLAN. TYPICAL <br />PROTECT EXTG SIDING <br />�41 <br />KENNELS <br />127 <br />i� <br />D.9 <br />CC) <br />B.1 <br />�1 <br />B A6.01 <br />LEGEND -CONSTRUCTION <br />FE EXISTING CONSTRUCTION TO REMAIN <br />EXISTING PARTIAL HEIGHT CONSTRUCTION TO REMAIN <br />ENEINUM NEW RATED CONSTRUCTION TO STUCTURE - REFER TO PARTITION TYPE <br />NEW FULL HEIGHT CONSTRUCTION - REFER TO PARTITION TYPE <br />NEW INSULATED CONSTRUCTION - REFER TO PARTITION TYPE <br />NEW CONSTRUCTION - REFER TO PARTITION TYPE <br />NEW PARTIAL HEIGHT CONSTRUCTION - REFER TO PARTITION TYPE <br />GENERAL NOTES -CONSTRUCTION <br />1. THE BUILDING IS OCCUPIED WITH TENANTS. ALL WORK MUST BE DONE IN <br />AN ORDERLY FASHION SO AS NOT TO INCONVENIENCE THE TENANTS IN <br />ANY WAY. LOUD MUSIC, PROFANITY, AND SMOKING IS PROHIBITED ON THE <br />JOB SITE AND IN THE BUILDINGS. SMOKING AREAS WILL BE DESIGNATED <br />BY THE OWNER. <br />2. ACCESS TO ALL ENTRIES AND EXITS MUST BE MAINTAINED IN AN ORDERLY <br />AND SAFE MANNER. <br />3. ALL NEW PARTITIONS TO BE TYPE A3a UNLESS OTHERWISE NOTED. <br />4. PROVIDE IN -WALL BLOCKING FOR INSTALLATION OF FURNITURE AND <br />EQUIPMENT AS REQUIRED, REFER TO FURNITURE PLAN TO REFERENCE <br />LOCATIONS, COORDINATE FINAL LOCATIONS WITH FURNITURE VENDOR. <br />5. PROVIDE EXHAUST FAN AND FLOOR DRAIN AT ALL NEW RESTROOMS. <br />6. NEW PARTITIONS TO ALIGHN WITH EDGE OF EXISTING WINDOW <br />FRAME/SILL OR EXISTING WALLS/COLUMNS UNLESS OTHERWISE <br />DIMENSIONED. <br />7. PLUMBING CONTRACTOR TO PROVIDE DESIGNER WITH CUT SHEETS FOR <br />FINAL APPROVAL OF ALL FIXTURES PRIOR TO ORDERING. <br />8. ANY EXPOSED SINK PIPES SHALL BE WRAPPED TO MEET ACCESSIBILITY <br />REQUIREMENTS. <br />9. ALL NEW WATER SUPPLY PIPING TO BE TYPE'L' WATER PIPING. <br />10. MECHANICAL CONTRACTOR TO REVIEW ALL THERMOSTAT LOCATIONS <br />WITH DESIGNER PRIOR TO INSTALLATION. <br />11. REUSE EXISTING BLINDS AT ALL EXTERIOR WINDOWS. PULL UP BLINDS <br />AND WRAP PRIOR TO CONSTRUCTION. REPAIR OR REPLACE ANY BLINDS <br />NOT IN PROPER WORKING ORDER. NEW BLINDS MANUAL BLINDS BY <br />OWNER. <br />12. ALL EXISTING EXTERIOR DOORS TO BE RE -KEYED. REMOVE ALL DEAD <br />BOLTS AND LATCHES. ANY EXISTING KNOBS TO BE CHANGED TO ADA - <br />COMPLIANT LEVER HARDWARE. ENSURE THAT EXISTING HARDWARE IS IN <br />GOOD WORKING CONDITION, REPAIR AND REPLACE AS NECESSARY. <br />PLAN NOTES <br />NO. DESCRIPTION <br />C1 <br />PROVIDE FLOOR DRAIN, LOCATION APPROXIMATE, TO BE COORDINATED IN FIELD <br />WITH DESIGN/BUILD PLUMBING CONTRACTOR. SLOPE SLAB AS REQUIRED. <br />C2 <br />NEW MILLWORK BY OWNER, PROVIDE BLOCKING AS REQUIRED. SEE ELEVATIONS <br />& SECTIONS FOR DETAILED ELEVATIONS. <br />C3 <br />NEW MANUALLY OPERATED ROLLER SHADES BY OWNER <br />C4 <br />NEW FRONT DESK. SEE DETAILS ON SHEET A6.10 <br />C5 <br />PROVIDE WAITING AREA BENCHING, DESIGN TO BE DETERMINED WITH OWNER, <br />DETAILS TO FOLLOW. <br />C6 <br />INSTALL OWNER PROVIDED NEW FOLD DOWN EXAM TABLES IN EXAM ROOMS. <br />PROVIDE (QTY 2) 2X10'S STACK ON END, IN WALL, FOR SUPPORT BLOCKING. <br />COORDINATION LOCATION OF BLOCKING WITH TABLE. <br />C7 <br />STEEL COLUMN - SEE STRUCTURAL PLANS FOR DETAILS. PROVIDE 1 LAYER OF <br />5/8" TYPE 'X' GYP BD <br />C9 <br />PATCH AND REPAIR NEW OPENING, PROVIDE 5/8" GYP BD ON FRAMING W/ EXP <br />JOINT @ NEW JAMB OPENINGS AS REQUIRED. <br />C10 <br />INFILL EXISTING WINDOW OPENING, SET TO BE DEMOLISHED, TO MATCH EXISTING <br />ADJACENT WALL CONDITION. PATCH AND REPAIR WALL AS REQUIRED. <br />C11 <br />RECOVERY KENNELS BY OWNER <br />C12 <br />SCALE BY OWNER, PROVIDE POWER & DATA PER REQUIREMENTS BY SCALE <br />MANUFACTURER. <br />C13 <br />FURNISH AND INSTALL JANITORIAL MOP SINK & FAUCET W/ HOSE OCNNECTIONS. <br />C15 <br />NEW CORNER GAS FIREPLACE <br />C16 <br />SINK BY DESIGN/BUILD PLUMBING CONTRACTOR - VERIFY SPECIFICATION & USE <br />W/ OWNER <br />C17 <br />NEW PASS -THROUGH WINDOW WITH GLASS SHELVING <br />C18 <br />PROVIDE WATER COOLER, SEE "GENERAL RESTROOM NOTES" FOR DESIGN <br />INTENT SPEC. <br />C20 <br />NEW FOOTING, COLUMN AND FLOOR SURFACE FLUSH WIH EXISTING CONCRETE <br />SUBSTRATE. SEE STRUTURAL. PATCH EXISTING WALLS AS REQUIRED. <br />C21 <br />NEW CONCRETE FLOOR FLUSH WITH EXISTING. PATCH VAPOR BARRIER AS <br />REQUIRED <br />C22 <br />RELOCATE X-RAY MACHINE BY OWNERS CONSULTANT. GC TO RELOCATE <br />UTILITIES AS REQUIRED. VERIFY WITH LAKE SUPERIOR X-RAY <br />C23 <br />INFILL EXISTING DOOR OPENING FLUSH WITH ADJACENT FINISHES. <br />C24 <br />GC TO PROVIDE IN -WALL WASHER AND DRYER BOXES/UTILITIES. RELOCATE <br />WASHER AND DRYER <br />C25 <br />PATCH WALL AND BASE. <br />C27 <br />PROVIDE STAINLESS STEEL SINK W/ HIGH NECK FAUCET. PROVIDE BRADLEY <br />819-2009 FAUCET MOUNTED EYE WASH STATION. <br />C41 <br />PROVIDE 1" ISOLATION JOINT AT NEW WALL CONNECTION TO EXISTING <br />STRUCTURE <br />PLANFORCE <br />ARCHITECTURE + DESIGN <br />4931 Nest 35th Street <br />Suite ao❑ <br />952-541.9969 <br />planforcegroup.com <br />BUILD <br />OTTER LAKE <br />AN I MAL CARE <br />CENTER <br />6848 OTTER LAKE RD, <br />HUGO, MN 55038 <br />I hereby certify that this plan was prepared <br />by me or under my direct supervision and <br />that I am a duly licensed architect under the <br />laws of the State of Minnesota. <br />Signature : ��f'� <br />Name: <br />Ryan Schroeder <br />Registration : #50047 <br />Project Contact : Ryan Schroeder <br />Phone Number: 952-541-9969 <br />ivu. t-nni riisiory uaie <br />SITE PLAN REVIEW 03-24-22 <br />SITE PLAN REVIEW - UPDATE 04-11-22 <br />NO. Description Date <br />CONSTRUCTION PLAN <br />- LEVEL 01 <br />Project 21303 <br />Drawn LAM Al. 11 <br />Checked RAS <br />N <br />3/16" = V-0" <br />