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ABBREVIATIONS
<br />ACT ACOUSTICAL CEILING TILE
<br />ADJ.ADJUSTABLE
<br />A.F.F.ABOVE FINISHED FLOOR
<br />ALUM.ALUMINUM
<br />ALT.ALTERNATE
<br />BD.BOARD
<br />BLDG.BUILDING
<br />BM.BEAM
<br />BOT.BOTTOM
<br />BS BACKSPLASH
<br />CL CENTERLINE
<br />CLG CEILING
<br />CLR.CLEAR
<br />C.M.U.CONCRETE MASONRY UNIT
<br />COL.COLUMN
<br />CONC.CONCRETE
<br />CONT.CONTINUE (OUS)
<br />DBL.DOUBLE
<br />DET.DETAIL
<br />DWG.DRAWING
<br />ELEV.ELEVATION
<br />ELEC.ELECTRICAL
<br />EQ.EQUAL
<br />EXT.EXTERIOR
<br />F.F.FINISH FLOOR
<br />FIN.FINISH (ED)
<br />FLR FLOOR
<br />F.O.C.FACE OF CONCRETE
<br />F.O.M.FACE OF MASONRY
<br />F.R.P.FIBERGLASS REINFORCED PANEL
<br />GA.GAUGE OR GAGE
<br />GWB GYPSUM WALL BOARD
<br />GL.GLASS
<br />GYP. BD.GYPSUM BOARD
<br />H.C.HOLLOW CORE
<br />HDWR HARDWARE
<br />HT.HEIGHT
<br />H.V.A.C.HEATING/ VENTILATING/
<br />AIR CONDITIONING
<br />INSUL.INSULATION
<br />LAV.LAVATORY
<br />LT. (G)LIGHT (ING)
<br />MAS.MASONRY
<br />MAX.MAXIMUM
<br />MECH.MECHANICAL
<br />MIN.MINIMUM
<br />MISC.MISCELLANEOUS
<br />M.O.MASONRY OPENING
<br />MTD.MOUNTED
<br />MTL METAL
<br />O.C.ON CENTER
<br />PLYWD PLYWOOD
<br />PT. (D)PAINT (ED)
<br />REF.REFER, REFERENCE
<br />REINF.REINFORCING
<br />RM.ROOM
<br />S.C.SOLID CORE
<br />SCHED.SCHEDULE (ED)
<br />SHT.SHEET
<br />SIM.SIMILAR
<br />SPEC.SPECIFICATION (S)
<br />S.S.SOLID SURFACE
<br />SST STAINLESS STEEL
<br />STD.STANDARD
<br />STL.STEEL
<br />STRUCT.STRUCTURE (AL)
<br />TBD.TO BE DETERMINED
<br />TEMP.TEMPERED
<br />THK.THICK
<br />TYP.TYPICAL
<br />U.N.O.UNLESS NOTED OTHERWISE
<br />V.C.T.VINYL COMPOSITION TILE
<br />VIF VERIFY IN FIELD
<br />W.C.WATER CLOSET
<br />WD.WOOD
<br />W.H.WATER HEATER
<br />W/WITH
<br />PROJECT NOTES
<br />GENERAL NOTES:
<br />• ITEMS LISTED BELOW ARE APPLICABLE TO ALL CONTRACTORS,
<br />SUBCONTRACTORS, VENDORS, SUPPLIERS AND MATERIAL HANDLERS.
<br />• THE CONTRACT DOCUMENTS INCLUDE WORKING DRAWINGS, ADDENDA,
<br />MODIFICATIONS AND THE CONDITIONS OF THE CONSTRUCTION
<br />CONTRACT.
<br />• THE CONTRACT DOCUMENTS ARE THE INSTRUMENTS OF SERVICE AND
<br />SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE
<br />PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THE
<br />CONTRACT DOCUMENTS ARE NOT TO BE USED FOR OTHER PROJECTS
<br />OR EXTENSION TO THE PROJECT NOR ARE THEY TO BE MODIFIED IN
<br />ANY MANNER WHATSOEVER EXCEPT BY AGREEMENT IN WRITING AND
<br />WITH APPROPRIATE COMPENSATION TO THE ARCHITECT.
<br />• STANDARD FORM OF AGREEMENT BETWEEN OWNER AND
<br />CONTRACTOR AIA DOCUMENT A105 SHALL BE MADE PART OF THESE
<br />DOCUMENTS BY REFERENCE.
<br />• ALL WORK SHALL COMPLY WITH THE APPLICABLE CODES,
<br />AMENDMENTS, RULES, REGULATIONS, ORDINANCES, LAWS, ORDERS,
<br />APPROVALS, ETC. THAT ARE REQUIRED BY PUBLIC AUTHORITIES. IN THE
<br />EVENT OF CONFLICT, THE MOST STRINGENT REQUIREMENTS SHALL
<br />COMPLY. REQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO THE
<br />CURRENT APPLICABLE EDITIONS OR PUBLICATIONS.
<br />• RUST ARCHITECTS, P.A. RELIES UPON THE PROFESSIONALISM AND
<br />ACCURACY OF WORK DESIGNED BY OTHER SUBCONTRACTORS AND
<br />RELIES THAT THE SYSTEMS DESIGNED BY OTHERS WILL PERFORM AS
<br />REQUIRED AND PER INDUSTRY STANDARD.
<br />
<br />CONTRACT DOCUMENT NOTES:
<br />
<br />• THIS SET OF DOCUMENTS IS NOT ALL INCLUSIVE AND IS MEANT TO SHOW
<br />THE INTENT OF THE SCOPE OF WORK, THE CONTRACTOR SHALL BID ALL
<br />WORK INVOLVED WITH A NORMALLY ANTICIPATE SCOPE OF WORK.
<br />• ALL SHEETS LISTED IN THE DRAWING INDEX COMPRISE THE
<br />CONSTRUCTION DOCUMENTS FOR THIS PROJECT. THE CONTRACTOR IS
<br />RESPONSIBLE FOR ALL THE WORK DEFINED IN THESE CONSTRUCTION
<br />DOCUMENTS INCLUDING DISTRIBUTING DRAWINGS TO SUB-
<br />CONTRACTORS FOR BIDDING PURPOSES. IT IS NOT RECOMMENDED THAT
<br />INDIVIDUAL SHEETS BE GIVEN TO SUB-CONTRACTORS FOR BIDDING OR
<br />CONSTRUCTION. THE ENTIRE SET OF DRAWINGS, NOT ANY INDIVIDUAL
<br />SHEETS DEFINE THE WORK REQUIRED UNDER THE GENERAL CONTRACT.
<br />• IN THE EVENT OF CONFLICT BETWEEN DATA SHOWN ON DRAWINGS AND
<br />DATA SHOWN IN THE SPECIFICATIONS, THE SPECIFICATIONS SHALL
<br />GOVERN. DIMENSIONS NOTED ON DRAWINGS SHALL TAKE PRECEDENCE
<br />OVER SCALED DIMENSIONS. DETAIL DRAWINGS TAKE PRECEDENCE OVER
<br />DRAWINGS OF SMALL SCALE. SHOULD THE CONTRACTOR AT ANY TIME
<br />DISCOVER AN ERROR IN A DRAWING OR SPECIFICATION, OR A
<br />DISCREPANCY OR VARIATION BETWEEN DIMENSIONS ON DRAWINGS OR
<br />OTHER INFORMATION, IT SHALL BE BROUGHT TO THE ARCHITECT'S
<br />ATTENTION AND SHALL NOT PROCEED WITH WORK AFFECTED UNTIL
<br />CLARIFICATION OR RESOLUTION HAS BEEN MADE.
<br />• "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR CONDITIONS
<br />NOTED. CONTRACTOR TO VERIFY DIMENSIONS AND ORIENTATION.
<br />• "TYPICAL" MEANS IDENTICAL FOR CONDITIONS NOTED.
<br />• DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. VERIFY
<br />DIMENSIONS WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. IF
<br />DISCREPANCIES ARE DISCOVERED BETWEEN FIELD CONDITIONS AND
<br />DRAWINGS OR BETWEEN INDIVIDUAL DRAWINGS CONTACT ARCHITECT
<br />FOR RESOLUTION BEFORE PROCEEDING.
<br />• HORIZONTAL DIMENSIONS INDICATED ARE TO/FROM FINISHED FACE OF
<br />CONSTRUCTION EXCEPT AS NOTED.
<br />• VERTICAL DIMENSIONS INDICATED ARE FROM TOP OF FLOOR
<br />SLAB/TOPPING EXCEPT WHERE NOTED TO BE ABOVE FINISHED FLOOR
<br />(A.F.F.).
<br />• DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF ARCHITECT
<br />UNLESS NOTED +/-.
<br />• ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE
<br />CONSIDERED TO BE CONSTRUCTION STANDARDS. IF THE CONTRACTOR
<br />HAS QUESTIONS REGARDING SYMBOLS AND ABBREVIATIONS USED OR
<br />THEIR EXACT MEANING THE ARCHITECT SHALL BE NOTIFIED FOR
<br />CLARIFICATION.
<br />• THERE SHALL BE NO SUBSTITUTION DURING BIDDING OF MATERIALS
<br />WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERM "EQUAL" IS
<br />USED ARCHITECT AND OWNER SHALL DETERMINE EQUALITY BASED
<br />UPON INFORMATION AND COSTS SUBMITTED BY CONTRACTOR.
<br />
<br />• CONTRACTOR TO COORDINATE CONSTRUCTION NEEDS FOR PHONE,
<br />POWER, DATA, LIGHTING, ETC. WITH OWNER PRIOR TO NEGOTIATING
<br />PROJECT COST.
<br />• CONTRACTOR SHALL ORDER AND SCHEDULE DELIVERY OF
<br />MATERIALS IN AMPLE TIME TO AVOID DELAYS IN CONSTRUCTION. IF AN
<br />ITEM IS FOUND TO BE UNAVAILABLE THE CONTRACTOR SHALL NOTIFY
<br />ARCHITECT IMMEDIATELY TO ALLOW A REASONABLE AMOUNT OF TIME
<br />TO SELECT AND APPROPRIATE SUBSTITUTE.
<br />• ONLY NEW ITEMS OF RECENT MANUFACTURER, OF STANDARD
<br />QUALITY, FREE FROM DEFECTS, WILL BE PERMITTED ON THE WORK.
<br />REJECTED ITEMS SHALL BE REMOVED IMMEDIATELY FORM THE WORK
<br />AND REPLACED WITH ITEMS OF THE QUALITY SPECIFIED. FAILURE TO
<br />REMOVE REJECTED MATERIALS AND EQUIPMENT SHALL NOT RELIEVE
<br />THE CONTRACTOR FROM THEIR RESPONSIBILITY FOR QUALITY AND
<br />CHARACTER OF ITEMS USED NOR FROM ANY OTHER OBLIGATION
<br />IMPOSED ON HIM BY THE CONTRACT.
<br />• ALL FINISHED WORK SHALL BE FIRM, WELL ANCHORED, IN TRUE
<br />ALIGNMENT, PLUMB, LEVEL, WITH SMOOTH, CLEAN, UNIFORM
<br />APPEARANCE WITHOUT WAVES, DISTORTIONS, HOLES, MARKS,
<br />CRACKS, STAINS OR DISCOLORATION. JOINTINGS SHALL BE TIGHT
<br />FITTING, NEAT AND WELL SCRIBED. THE FINISH WORK SHALL NOT
<br />HAVE EXPOSED UNSIGHTLY ANCHORS OR FASTENERS AND SHALL
<br />NOT PRESENT HAZARDOUS, UNSAFE CORNERS. ALL WORK SHALL
<br />HAVE THE PROVISION FOR EXPANSION, CONTRACTION AND
<br />SHRINKAGE AS NECESSARY TO PREVENT CRACKS, BUCKLING AND
<br />WARPING DUE TO TEMPERATURE AND HUMIDITY CONDITIONS.
<br />• ATTACHMENTS, CONNECTIONS OR FASTENINGS OF ANY NATURE ARE
<br />TO BE PROPERLY AND PERMANENTLY SECURED IN CONFORMANCE
<br />WITH BEST PRACTICES AND THE CONTRACTOR IS RESPONSIBLE FOR
<br />INSTALLING THEM ACCORDING TO THESE CONDITIONS. THE
<br />DRAWINGS ONLY SHOW SPECIAL CONDITIONS TO ASSIST THE
<br />CONTRACTOR, THEY DO NOT ILLUSTRATE EVERY SUCH CONDITION
<br />AND DETAIL.
<br />• USE OF MOISTURE RESISTANT TREATED WOOD BLOCKING IN
<br />CONSTRUCTION SHALL USE THE FOLLOWING GUIDELINES: CARBON
<br />STEEL, ALUMINUM AND ELECTROPLATED GALVANIZED STEEL
<br />FASTENERS AND CONNECTORS SHOULD NOT BE USED IN CONTACT
<br />WITH TREATED WOOD. HOT DIPPED GALVANIZED FASTENERS
<br />COMPLYING WITH ASTM A153 AND CONNECTORS COMPLYING WITH
<br />ASTM A653, CLASS G185, GENERALLY ARE ACCEPTABLE. TYPE 304 OR
<br />TYPE 316 STAINLESS STEEL FASTENERS AND CONNECTORS ARE
<br />RECOMMENDED FOR MAXIMUM CORROSION RESISTANCE.
<br />FASTENERS WITH PROPRIETARY ANTI-CORROSION COATING MAY BE
<br />ACCEPTABLE FOR USE WITH TREATED WOOD. ALUMINUM FASTENERS,
<br />FLASHINGS AND ACCESSORY PRODUCTS SHOULD NOT BE USED IN
<br />DIRECT CONTACT WITH ANY TREATED WOOD. ACQ-TREATED WOOD IS
<br />NOT COMPATIBLE WITH ALUMINUM. UNCOATED METAL AND PAINTED
<br />METAL FLASHING AND ACCESSORIES, EXCEPT FOR 300 SERIES
<br />STAINLESS STEEL SHOULD NOT BE USED IN DIRECT CONTACT WITH
<br />TREATED WOOD. METAL PRODUCTS, EXCEPT STAINLESS STEEL MAY
<br />BE USED IF SEPARATED FROM TREATED WOOD BY A SPACER OR
<br />BARRIER SUCH AS SINGLE-PLY MEMBRANE OR SELF-ADHERED
<br />POLYMER-MODIFIED BITUMEN MEMBRANE MATERIAL. THE USE OF
<br />NON TREATED, CONSTRUCTION GRADE WOOD IS SUITABLE FOR USE
<br />AS BLOCKING OR NAILERS, PROVIDED REASONABLE MEASURES ARE
<br />TAKEN TO ENSURE THE NON-TREATED WOOD REMAINS REASONABLY
<br />DRY WHEN IN SERVICE. IT SHALL BE THE RESPONSIBILITY OF THE
<br />CONTRACTOR TO COORDINATE BLOCKING REQUIREMENTS WITH
<br />EACH SUB-CONTRACTOR AND IT SHALL BE UP TO THE SUB-
<br />CONTRACTOR TO SELECT SUITABLE METHODS FOR INSTALLING
<br />BLOCKING MEETING THE STANDARDS REFERENCED ABOVE.
<br />• NO WORK DEFECTIVE IN CONSTRUCTION OR QUALITY, OR DEFICIENT
<br />IN ANY REQUIREMENTS OF DRAWINGS AND SPECIFICATIONS WILL BE
<br />ACCEPTABLE IN CONSEQUENCE OF OWNER'S ARCHITECT'S FAILURE
<br />TO DISCOVER OR TO POINT OUT DEFECTS OR DEFICIENCIES DURING
<br />CONSTRUCTION, NOR WILL PRESENCE OF INSPECTORS ON WORK
<br />SITE RELIEVE CONTRACTOR FOR SECURING QUALITY AND PROGRESS
<br />OR WORK AS REQUIRED BY CONTRACT. DEFECTIVE WORK REVEALED
<br />WITHIN TIME REQUIRED BY GUARANTEES SHALL BE WHETHER
<br />PARTIAL OR FINAL SHALL BE CONSTRUED AS AN ACCEPTANCE OF
<br />DEFECTIVE WORK OR IMPROPER MATERIALS.
<br />• CONTRACTORS, SUB-CONTRACTORS OR SUPPLIERS SHALL NOT
<br />PROCEED WITH ANY WORK FOR WHICH HE EXPECTS ADDITIONAL
<br />COMPENSATION BEYOND THE WRITTEN AUTHORIZATION FROM
<br />CONTRACTOR OR OWNER. FAILURE TO OBTAIN SUCH AUTHORIZATION
<br />MAY INVALIDATE ANY CLAIM FOR ADDITIONAL COMPENSATION.
<br />• THE CONTRACTOR IS TO COORDINATE AND SCHEDULE PUNCH LIST TO
<br />TAKE PLACE A MINIMUM OF 5 WORKING DAYS BEFORE SCHEDULED
<br />OCCUPANCY DATE. PROVIDE NOTIFICATION TO ARCHITECT AND
<br />OWNER WHEN PUNCH LIST ITEMS HAVE BEEN COMPLETED OR WHICH
<br />ITEMS REMAIN AND WHY. COORDINATE REQUIRED WORK WITH
<br />OWNER AND PROTECT AND/OR MOVE ANY OWNER ITEMS AND
<br />FURNITURE IF NEEDED. PUNCH LIST ITEMS MUST BE COMPLETED
<br />WITHIN 30 CALENDAR DAYS OF PUNCH LIST DATE.
<br />• A "CERTIFICATE OF OCCUPANCY" SHALL BE OBTAINED PRIOR TO
<br />MOVE IN DATE AND PRESENTED TO OWNER AT TIME OF PUNCH LIST
<br />WALK THROUGH.
<br />
<br />• ALL CONTRACTORS AND SUB-CONTRACTORS ARE RESPONSIBLE FOR
<br />PAYING FOR AND OBTAINING ALL THEIR OWN PERMITS AS MAY BE
<br />REQUIRED BY GOVERNING AUTHORITIES.
<br />• ALL CONTRACTORS AND SUB-CONTRACTORS ARE RESPONSIBLE FOR
<br />OBTAINING ALL THEIR OWN PERMITS AS MAY BE REQUIRED BY
<br />GOVERNING AUTHORITIES.
<br />• CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING CONTRACT
<br />DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AND
<br />CONFIRMING THAT WORK IS AS SHOWN BEFORE PROCEEDING WITH
<br />CONSTRUCTION. CLARIFICATIONS REGARDING ANY CONFLICTS SHALL BE
<br />ACHIEVED PRIOR TO RELATED WORK BEING STARTED.
<br />
<br />CONSTRUCTION NOTES:
<br />
<br />PROJECT DIRECTORY
<br />CLIENT:
<br />ARCHITECT OF RECORD:
<br />RUST ARCHITECTS, P.A.
<br />4744 WASHINGTON SQUARE
<br />WHITE BEAR LAKE, MN 55110
<br />WILLIAM E. RUST, AIA
<br />PRINCIPAL
<br />T: 651.429.1913
<br />EMAIL:BRUST@RUSTARCHITECTS.COM
<br />ERIC JELSMA
<br />PROJECT MANAGER
<br />T: 651.429.1913
<br />EMAIL:EJELSMA@RUSTARCHITECTS.COM
<br />THE DANCE UNIT
<br />13845 FOREST BLVD. N.
<br />HUGO, MN 55038
<br />KYLE GROSS
<br />CONTACT/OWNER
<br />T: 651.468.4441
<br />EMAIL:KYLE.GROSS33@GMAIL.COM
<br />7. EXITING & EGRESS REQUIREMENTS (SPRINKLED)
<br />A.EGRESS WIDTH REQUIRED 73 OCCUPANTS X .2" = 14.6"
<br />•NUMBER OF EXITS REQUIRED: (2) EXITS
<br />•TOTAL EGRESS PROVIDED: (3) EXITS = 180"
<br />B.EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2)
<br />•250' MAXIMUM WITH SPRINKLER SYSTEM (A-3 OCCUPANCY)
<br />C. EXIT WIDTH
<br />•EXIT DOORS (1010.1) = 32" MIN. CLEAR / 48" MAX.
<br />•CORRIDORS (TABLE 1020.2) = 44"
<br />•EXIT PASSAGEWAYS (1024.2) = 36"
<br />D.DOORS
<br />•SWING (1010.1.2) -SIDE-HINGED SWINGING TYPE
<br />•THRESHOLDS (1010.1.7) -1/2" MAX. HT. (1:2 BEVELED EEDGE IF 1/4" OR
<br />HIGHER FLOOR CHANGE)
<br />•CONSECUTIVE DOORS (1010.1.8) -48" + DOOR WIDTH APART
<br />•DOOR OPERATIONS (1010.1.9) -ALL SWINGING DOOR HARDWARE SHALL
<br />BE LEVER TYPE AND BE READILY OPERABLE FROM THE EGRESS SIDE
<br />WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT
<br /> •BOLT LOCKS (1010.1.9.4) -MANUALLY OPERATED FLUSH BOLTS OR
<br />SURFACE BOLTS ARE NOT PERMITTED
<br />•PANIC & FIRE EXIT HARDWARE (1010.1.10) -NOT REQUIRED AT EXIT /
<br />EXIT ACCESS DOORS
<br />CODE INFORMATION
<br />1. APPLICABLE CODES
<br />• 2020 Minnesota Building Code w/ MN Rules Chapter 1305
<br />• 2020 Minnesota Accessibility Code
<br />• 2020 Minnesota State Fire Code
<br />• 2020 Minnesota Mechanical and Fuel Gas Code
<br />• 2020 Minnesota Energy Code
<br />• 2020 Minnesota Plumbing Code
<br />• 2023 Minnesota Electrical Code
<br />2. BUILDING OCCUPANCY & CLASSIFICATION
<br />• BUILDING OCCUPANCY & CLASSIFICATION
<br />A. EXISTING BUILDING (GARAGE & OFFICE AREA) = ART GALLERY (A-3)
<br />B. ACCESSORY OCCUPANCIES (508.2)
<br />C. NON-SEPARATED OCCUPANCIES (508.4)
<br />3. ALLOWABLE AREA
<br />• NO CHANGE TO EXISTING = EXISTING BUILDING TO REMAIN
<br />4. CONSTRUCTION TYPE
<br />• TYPE 'II-B' (SPRINKLED)
<br />5. SEPARATE & DEFERRED PERMITS
<br />• EXTERIOR SIGNAGE TO BE SUBMITTED UNDER SEPARATE PERMIT
<br />• FIRE SPRINKLER TO BE SUBMITTED AS A DEFERRED PERMIT
<br />6. FIRE-RESISTANCE & RATED CONSTRUCTION
<br />A.BUILDING ELEMENTS (TABLES 601 & 602)
<br />C.EXTERIOR WALL OPENINGS (705.8)
<br />• NO CHANGE -EXISTING TO REMAIN
<br />C.FIRE WALLS (706)
<br />• NONE REQUIRED
<br />D.FIRE BARRIERS (707)
<br />• SEPARATION OF OCCUPANCIES (TABLE 508.4)
<br />•INCIDENTAL USE AREAS (TABLE 509)
<br />E.FIRE PARTITIONS (708)
<br />• CORRIDOR WALLS (TABLE 1020.1) NO RATING REQ'D (SPRINKLERED)
<br />ELEMENT
<br />STRUCTURAL FRAME INCL. COLUMNS, GIRDERS, TRUSS
<br />EXTERIOR BEARING WALLS
<br />INTERIOR BEARING WALLS
<br />EXTERIOR NON-BEARING WALLS
<br />INTERIOR NON-BEARING WALLS
<br />FLOOR CONSTRUCTION (SUPPORTING BEAMS & JOISTS)
<br />ROOF CONSTRUCTION (SUPPORTING BEAMS & JOISTS)
<br />RATING (II-B)
<br />0 HOUR
<br />0 HOUR
<br />0 HOUR
<br />0 HOUR
<br />(10 < X < 30)
<br />0 HOUR
<br />0 HOUR
<br />0 HOUR
<br />BUILDING COMPONENT
<br />EXIT PASSAGEWAYS
<br />CORRIDORS
<br />ROOMS AND ENCLOSED SPACES
<br />FINISH CLASS
<br />GROUP A-3 = CLASS B
<br />GROUP A-3 = CLASS B
<br />GROUP A-3 = CLASS C
<br />10. ACCESSIBILITY
<br />A.ACCESSIBILITY PER 2020 MINNESOTA ACCESSIBILITY CODE
<br />•BUILDING IS ACCESSIBLE
<br />11. OTHER
<br />A.FIREBLOCKING & DRAFT STOPS (708)
<br />•NOT REQUIRED PROVIDED THAT AUTOMATIC SPRINKLERS ARE
<br />INSTALLED IN COMBUSTIBULE ROOF/CEILING SPACES (708.4.6)
<br />B.VENTILATION (1203)
<br />•ATTICS (1202.2) -REQUIRED (EXISTING TO REMAIN)
<br />•FLOORS (1203.3) -NOT REQUIRED
<br />C. ATTIC ACCESS (1208.2)
<br />•20"x30" OPENING REQUIRED (EXISTING TO REMAIN)
<br />D. ROOF ACCESS (1208.3)
<br />•NOT REQUIRED
<br />C.SAFETY GLAZING (2406)
<br />•SAFETY GLAZING SHALL BE INSTALLED IN HAZARDOUS LOCATIONS AS
<br />SPECIFIED PER 2406.4
<br />12. FIRE STOPPING
<br />PROVIDE FIRE-RATED FIRE STOP SEALANT AND MATERIALS AS TESTED PER
<br />ASTM E814 FILLING ALL HOLES IN RATED PARTITIONS AND HOLES AROUND ALL
<br />MECHANICAL, PLUMBING, AND ELECTRICAL PENETRANTS. PENETRATIONS
<br />AROUND ALL FLOORS SHALL ALSO BE SEALED WITH FIRE-RATED FIRE STOPPING.
<br />SEE CODE PLANS FOR LOCATION OF FIRE-RATED PARTITIONS. FIRE RATED
<br />WALLS SHALL BE SEALED WITH FIRESTOPPING AS SPECIFIED FOR THAT
<br />PURPOSE AT TOP OF WALLS.
<br />8. OCCUPANT LOAD
<br />REFER TO LIFE SAFETY PLAN AND EGRESS CALCULATIONS ON SHEET A103
<br />9. INTERIOR FINISH REQUIREMENTS
<br />A.MINIMUM WALL AND CEILING FINISH REQUIREMENTS (TABLE 803.13)
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<br />A001
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<br />THE DANCE UNIT
<br />13845 FOREST BLVD. NORTH
<br />HUGO, MN 55038
<br />LOCATION MAP
<br />DRAWING SCHEDULE
<br />Sheet Number Sheet Name
<br />A001 TITLE SHEET
<br />A100 SITE PLAN
<br />A101 FOUNDATION PLAN
<br />A102 FLOOR PLAN
<br />A200 REFLECTED CEILING PLAN
<br />A300 EXTERIOR ELEVATIONS
<br />A400 ROOF PLAN
<br />A401 BUILDING SECTIONS
<br />A500 TOILET ELEVATIONS & DETAILS
<br />13845 FOREST BLVD N
<br />HUGO, MN 55038
<br />No.
<br />Date
<br />Revision
<br />Description
|