Documents › Planning Board, 2026-04-14

application 7 pages

Also attached to this agenda item: 2015 Approved Resolution 370 S Riverside Ave Cannabis Memo 370 S. Riverside Attorney Letter 370 SRA Cannabis Application 370 South Riverside Ave Draft Resolution Approved Site Plan 2015 Cert of DB Mart Signed Correspondence Part 2 Correspondence Part 3 Correspondence Part 4 Correspondence Part 5 Correspondence Part 6

U.C. Refr. 70'-11" EXIT # ALLOWABLE EXIT VOLUME PATH OF TRAVEL SINGLE-SIDED EMERGENCY EXIT SIGN EXISTING FIRE EXTINGUISHER SINGLE-SIDED EMERGENCY EXIT SIGN WITH DIRECTION ACTUAL EXIT VOLUME MAX. LENGTH OF TRAVEL SALES AREA POS AREA OFFICE/ LACTATION VAULT BREAKROOM IT ROOM EX. TOILET ROOM 70'-11" EXIST #1 NOT IN CONSTRUCTION ROOM NUMBER ROOM NAME ROOM OCCUPANCY LOAD FACTOR (IBC 1004.5) ROOM AREA OCCUPANT LOAD SALE FLOOR OFFICE VAULT ADA BATHROOM BREAKROOM M-MERCANTILE M-MERCANTILE B-BUSINESS - A2 ASSEMBLY - TOTAL OCCUPANT IT ROOM - - M-MERCANTILE (STORAGE) POS AREA VIVID ARC TELEPHONE NUMBER: 551.206.6196 E-MAIL ADDRESS: arlenis@vivid-arc.com WEBSITE: vivid-arc.com NOT VALID FOR CONSTRUCTION UNLESS SIGNED AND SEALED BY ARCHITECT ARCHITECT OF RECORD: These construction drawings are in the exclusive use of the particular project they illustrate. Vivid Arc, LLC retains ownership of this document and is the sole authority to authorize its reproduction or other use. DATE DRN CHK DESCRIPTION PROJ. NO.: SCALE DWG. NAME: DWG. NO: SHEET NO. OF PLOT DATE 10/10/25 SW AD PERMIT SET ARLENIS DOMINGUEZ NY LIC. NUMBER: 043511 As indicated MINDSET DISPENSARY 370 S Riverside Ave, Croton On Hudson, NY Best Dispensary Near Me Bay Street LLC T-100 TITLE SHEET MINDSET DISPENSARY 370 S Riverside Ave, Croton On Hudson, NY 10520 PROJECT INFORMATION PROJECT: MINDSET DISPENSARY ZONE: C-2, GENERAL COMMERCIAL MUNICIPAL PLACE OVERLAY BLOCK: LOT: CLIMATE ZONE: 4A EXISTING USE: COMMERCIAL - RETAIL PROPOSED USE: COMMERCIAL - RETAIL PROJECT ARCHITECT: VIVID ARC 511 S BROAD ST. ST. 2A GLEN ROCK, NJ BUILDING CODE CRITERIA 2. USE GROUP(IBC SECTION 309.1): GROUP "M" MERCANTILE 3. CONSTRUCTION TYPE: II-B (ASSUMED) - SPRINKLERED BUILDING 4. BUILDING GROSS SF TOTAL TENANT AREA: 1,601.79 S.F. 5. MAXIMUM TRAVEL DISTANCE TO FLOOR EXIT (IBC TABLE 1017.1 "EXIT ACCESS TRAVEL DISTANCE"): 250' MAX. (SPRINKLERED) 6. CORRIDOR FIRE-RESISTANCE RATING (IBC TABLE 1020.2): 0 HOUR (SPRINKLERED) 7. DEAD ENDS (IBC 1020.5): 50' MAX. (SPRINKLERED) ALL INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84 OR UL723. FINISHES SHALL BE CLASS A WITH FLAME SPREAD INDEX 0-25; SMOKE DEVELOPED 0-450. INTERIOR FLOOR FINISH FOR CARPET SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA253 CLASS I AND SHALL COMPLY WITH THE DOC FF-1 “PILL TEST” (CPSC 16 CFR, PART 1630). APPLICABLE BUILDING CODES 2020 BUILDING CODE OF NEW YORK STATE 2020 EXISTING BUILDING CODE OF NEW YORK STATE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 2020 PLUMBING CODE OF NEW YORK STATE 2020 FIRE CODE OF NEW YORK STATE 2020 FUEL GAS CODE OF NEW YORK STATE 2020 MECHANICAL CODE OF NEW YORK STATE LIFE SAFTY LEGENDS: DRAWING LIST: 1/8" = 1'-0" EGRESS FLOOR PLAN EGRESS SCHEDULE: Sheet Number Sheet Name T-100 TITLE SHEET G-001 ADA REQUIREMENTS G-100 GENERAL NOTES A-100 PROPOSED AND FINISH FLOOR PLAN A-200 PROPOSED REFLECTIVE CEILING PLAN AND SECURITY PLAN A-300 PROPOSED ELEVATIONS AND SECTIONS A-700 DOOR SCHEDULE AND PENETRATION DETAILS # Date DRN CHK Description ° PARTITION AS SCHEDULED. 2x BLOCKING TYPICAL GYPSUM BOARD WITH FINISH AS SCHEDULED GRIPPING SURFACE DIA. OR WIDTH TO BE 1-1/4" MIN TO 1-1/2" MAX WOOD FRAME WALL MOUNTING DETL. MTG. KIT 9686, TWO 10 x 2-1/2' LONG PAN HEAD MTL. SCREWS & WASHERS (1-KIT/FLANGE) MTG KIT 9684 TWO 3' LONG SCREWS & WASHERS (1 KIT PER FLANGE) AT METAL STUD WALL. 1-1/2" DOORS IN SERIES CLEARANCES CLEARANCE FLOOR SPACE FOR ACCESSIBLE BATHROOMS, _ "=1' SCALE 24" 18" 18" 18" 42" MINIMUM 58" MINIMUM 56" MINIMUM 24" MIN., 36" MAX CLEAR FLOOR SPACE CLEAR FLOOR SPACE 60" MINIMUM 60" MINIMUM PROVIDE 3 GRAB BARS AT WATER CLOSETS 36" MIN. 12" MIN 12" MIN 12" MIN 54" MIN 42" MIN TOILET PAPER 33"-36" 33"-36" 14"-19" 18" 39"-41" 18" NOTE: THE HATCHED AND DASHED AREAS ARE REINFORCED TO RECIEVE GRAB BARS (COORDINATE W/FINAL GRAB BAR SPECS AND DRAWINGS). FACILITIES TO BE PROVIDED FOR WITH THE PHYSICALLY HANDICAPPED IN CONFORMITY WITH CURRENT APPLICABLE ADA AND ANSI CODES. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. 52" MINIMUM 19" MAX 17" MIN 30" MIN GRAB BAR REINFORCEMENT DIAGRAMS 40" MAX 27" MIN 29"- 34" 9" MIN 6" MIN 8" MIN 17" MIN ACCESSIBLE LAVATORY CLEARANCES 36" MIN 54" MIN 24" MIN 12" MIN 12" MAX 39"-41" 42" MIN 33"-36" 39"-41" 18" MIN 32"-38" AFF 1 1_ 2" MIN 1 1_ 4" - 1 1_ 2" G.C. TO PROVIDE CANE DETECTION BARRIER AT ALL AREAS WHERE OBJECTS ARE PROJECTING GREATER THAN 4" FROM THE WALL, AND ARE MOUNTED GREATER THAN 2-3' ABOVE THE FINISHED FLOOR. THESE LOCATIONS ARE NOT INDICATED ON THE DRAWINGS, AND MUST BE DETERMINED BY THE G.C. IN THE FIELD. 4" 6' 8" 2' 3" MAX TYPICAL BARRIER DETECTION PIPE RAIL. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED BY THE G.C. WHERE OBJECT PROTRUSION IS BEYOND THE LIMITS ALLOWED AND WHERE THE VERTICAL CLEARANCE IS LESS THAN 80" ABOVE THE FLOOR. THE LEADING EDGE OF SUCH GUARD RAIL OR BARRIER SHALL BE 27" MAXIMUM ABOVE THE FLOOR. LOCATIONS ARE NOT INDICATED ON THE DRAWINGS, AND MUST BE DETERMINED BY THE G.C. IN THE FIELD. 6' 8" 2' 3" 4' MAX ACCESSIBILITY DIAGRAMS; PROTRUDING OBJECTS 4' 10" 4' 10" (A) (B) 2' 10" 2' 10" 4' 2' 1" 48" MAXIMUM 15" MIN 4' 3' 8" 2' 1" 1' 8" (A) (B) ACCESSIBLE REACH RANGES 1/2 " = 1' SCALE HINGE APPROACH PULL SIDE HINGE APPROACH PULL SIDE 6' MINIMUM 6' 6" MINIMUM 5' MINIMUM 4' 6" MINIMUM 3' 6" MINIMUM 3' MINIMUM 5' MINIMUM LATCH APPROACH PULL SIDE DOOR WITH BOTH CLOSER AND OPENER 5' MINIMUM 4' MINIMUM 2' MIN 2' MIN 4' 6" MINIMUM ADA DOOR, OPENING, AND GATE CLEARANCES DOOR FRONT APPROACH PULL 4' 6" MINIMUM 5' MINIMUM 1' 6" MIN HINGE APPROACH PUSH SIDE HINGE APPROACH PUSH SIDE DOOR WITH BOTH CLOSER AND OPENER 3' 6" MINIMUM 1' 10" MIN 1' 10" MIN 4' MINIMUM 4' 10" MINIMUM 4' 10" MINIMUM LATCH APPROACH PUSH SIDE 2' MIN 5' MINIMUM 3' 6" MINIMUM 2' MIN 5' MINIMUM 4' MINIMUM LATCH APPROACH PUSH SIDE DOOR WITH BOTH CLOSER AND LATCH DOOR FRONT APPROACH PUSH SIDE DOOR FRONT APPROACH PUSH SIDE DOOR WITH BOTH CLOSER & LATCH 52'' MINIMUM 4' MINIMUM 4' MINIMUM 1' MIN 4' 10" MINIMUM POCKET DOOR POCKET OR HINGE APPROACH POCKET DOOR STOP OR LATCH APPROACH 5' MINIMUM 3' 6" MINIMUM 2' MIN 2' 8" MIN 1' 10" MIN 3' 6" MINIMUM 2' 8" MIN OPENING FRONT APPROACH OPENING SIDE APPROACH 52" MINIMUM 4' MINIMUM 2' 8" MIN 2' 8" MIN INTERIOR DOORS SHALL BE OPENED WITH A FORCE NOT TO EXCEED 5 POUNDS ALL PUSH BUTTON OR SWITCH CONTROLS MUST BE OPERATED WITH A FORCE NOT TO EXCEED 5 POUNDS. THE CONTRACTOR SHALL TEST AND MODIFY ANY EXISTING DOORS TO REMAIN WITHIN THE SCOPE OF THIS WORK IF REQUIRED. DOORS WITH CLOSERS, THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT FROM 3' FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. THE CONTRACTOR SHALL TEST AND MODIFY ANY EXISTING DOORS TO REMAIN WITHIN THE SCOPE OF THIS WORK IF REQUIRED. ALL DOORS SHALL GAVE LEVER OPERATED HARDWARE. SEE HARDWARE SETS IF PROVIDED FOR ADDITIONAL INFORMATION. ALL ADA COMPLIANT DOORS SHALL PROVIDE A MINIMUM OF 18" CLEAR AT THE LATCH SIDE, ON THE PULL SIDE OF THE DOOR FOR FORWARD APPROACH. ALL DOORS ARE DESIGNED TO PROVIDE A MINIMUM OF 12" CLEAR AT THE LATCH SIDE. ON THE PUSH SIDE OF THE DOOR ONLY WHERE THE FOOR HAS BOTH A LATCH/LOCK AND A CLOSER. CARE SHOULD BE TAKEN TO INSTALL ALL DOORS IN THIS MANNER. NOTIFY THE ARCHITECT IF THE FIELD CONDITIONS DICTATE THAT THIS IS NOT POSSIBLE BASED ON THE CURRENT LAYOUT. THE ATCHITECT WILL THEN REVISE THE LAYOUT AS REQUIRED. OBJECTS PROTRUDING FROM THE WALLS WITH THEIR LEADINF EDGE BETWEEN 27" AND 80" ABOVE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, OR PASSAGEWAYS. OBJECT WITHIN SWEEP OF CANES (AT OR BELOW 27") OR ABOVE 80" CAN PROTRUDE ANY AMOUNT. IT IS RECOMMENDED THAT FLOOR SURFACES IN ACCESSIBLE AREAS SHALL HAVE A COEFFICIENT OF FRICTION OF 0.6. ALL PASSAGEWAYS ARE DESIGNED TO BE A MINIMUM OF 36". NOTIFY THE ARCHITECT IF FIELD CONDITIONS DICTATE THAT THIS IS NOT POSSIBLE BASED ON THE CURRENT LAYOUT. THE ARCHITECT WILL THEN REVISE THE LAYOUT AS REQUIRED. A MAXIMUM AREA OF 24" MAY HAVE A REDUCED WIDTH OF 32" CONTROLS AND OPERATING MECHANISMS OPERABLE BY BUILDING OCCUPANTS SHALL BE INSTALLED AT A MACIMUM HEIGHT OF 48" ABOVE FINISHED FLOOR FOR ADA COMPLIANCE. THE CONTRACTOR MUST LIMIT VERTICAL CHANGES IN LEVEL TO 1_ 4 " WHERE CHANGES IN LEVEL ARE BETWEEN 1_ 4" AND 1_ 2 ", THEY MUST BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. ACCESSIBILITY NOTES ACCESSIBLE SIGNAGE - TYPICAL 18" MIN CLEAR CENTERED ON RAISED CHARACTERS 18" MIN CLEAR ADA ROOM IDENTIFICATION SIGN (_ " THICK) 1' LATCH SIDE OF DOOR 60" 48" MIN - 60" MAX TO BASELINE OF RAISED CHARACTER & BRAILLE ADA SIGNS 6" WHITE BLUE 5' AFF OF SIGN 3'' COORDINATE LABEL WITH TOILET ROOM GRADE 2 BRAILLE GRADE 2 BRAILLE GRADE 2 BRAILLE 6" 6" 6" 8" 8" 8" 6" NOTES: 1. SYMBOLS OF ACCESSIBILITY SHALL BE PROVIDED AT THE FOLLOWINF LOCATIONS: PARKING SPACES DESIGNATED AS RESERVED FOR PEOPLE HAVING PHYSICAL DISABILITIES, PASSENGER LOADING ZONES, PUBLIC TOILET AND BATHING FACILITIES, DRINKING FOUNTAINS, PUBLIC TELEPHONES, AND ANYWHERE WITHIN AN ACCESSIBLE ROUTE. 2. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THIER BACKGROUND. 3. IDENTIFICATION SYMBOLS ARE TO BE ON WALL ADJACENT DOOR 60" ABOVE FLOOR AND ARE TO BE DISTINCTLY DIFFERENT FROM DOOR AND WALL IN COLOR AND CONTRAST. 4. PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR. 5. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF A SINGLE DOOR SIGNS SHALL BE NEAREST THE ADJACENT WALL. 6. SIGNS CONTAINING RAISED CHARACTERS AND BRAILLE SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD OPEN DEVICES. 7. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1__ 32 " MIN., SHALL BE A MINIMUM OF 5_ 8 " HIGH AND SHALL BE SANS-SERIF UPPERCASE CHARACTERS. ADA SIGNAGE ACCOMPANIED BY GRADE 2 BRAILLE. 8. REGULATORY SIGNS TO BE TYPICALLY ADA COMPLIANT TACTILE 3-D PLAQUES PER CODE REQUIREMENTS. SIGNS TO BE A TYPICAL ONE PIECE INJECTION MOLDED FABRICATION WITH RAISED SECOND SURFACE GRAPHICS. 9. ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES, INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR, CONTRAST, AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. ANSI APPROVED E.S. PLASTIC, NEMA RATED SELF EXTINGUISHING ADHESIVE MOUNTED. 12" MINIMUM SLIDING/FOLDING DOOR FRONT APPROACH 4' MINIMUM 2' 8" MIN OPENING FRONT APPROACH - RECESSED DOORS/GATES 52" MINIMUM 2' 8" MIN X>8 OPENING FRONT APPROACH - RECESSED DOORS/GATES PROVIDED WITH BOTH CLOSER AND LATCH 52" MINIMUM 2' 8" MIN X>8 12" MIN T-TURN TO COMPLY WITH SECTION 304.3.2 60" MINIMUM T-TURN TO COMPLY WITH SECTION 304.3.2 64" MINIMUM T-TURN TO COMPLY WITH SECTION 304.3.2 48" MINIMUM DOOR WIDTH 67" MINIMUM 67" MINIMUM DOOR WIDTH 4' MINIMUM DOOR WIDTH 1. GRAB BARS SHALL BE LOCATED ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE ACCESSIBLE TOILET STALL OR COMPARTMENT AND SHALL BE SECURELY ATTACHED 33 INCHES ABOVE AND PARELLEL TO THE FLOOR. IF A TANK TYPE TOILET IS USED WHICH OBSTRUCTS THE PLACEMENT OF THE GRAB BAR(S) 33 INCHES, THE GRAB BAR MAY BE AS HIGH AS 36 INCHES. 2. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42 INCHES LONG WITH THE REAR END POSITIONED 12 INCHES MAX FROM THE REAR WALL WITH THE FRONT END OF THE GRAB BAR PROJECTING 24" MIN. FROM THE FRONT FACE OF THE TOILET, AND GRAB BARS AT THE BACK SHALL NOT BE LESS THAN 36" LONG. 3. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE FROM 1-1/4 INCHES TO 1-1/2 INCHES OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. 4. IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-1/2 INCHES. 5. A GRAB BAR AND ANY WALL OR THEIR SURFACE ADJACENT TO IT SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. 6. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTING. 7. EDGES SHALL HAVE A MINIMUM RADIUS OF INCH. 8. GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVICES SHALL BE DESIGNED FOR 250 LBS. PER LINEAR FOOT. 4' MINIMUM DOOR WIDTH FULL SCALE; GRAB BAR MOUNTING DETAIL ACCESSIBLE CLEARANCES & GRAB BAR LOCATIONS GRAB BAR LOCATIONS GRAB BAR UNOBSTRUCTED HIGH SIDE REACH UNOBSTRUCTED SIDE REACH UNOBSTRUCTED FORWARD REACH UNOBSTRUCTED HIGH FORWARD REACH LATCH APPROACH PULL SIDE 1 CANE DETECTION BARRIERS SHALL CONSIST OF 1 " 2 DIAMETER NON-CORROSIVE PIPE RAILS, PAINTED COLOR TO MATCH ADJACENT FINISH. VERIFY ALL LOCATIONS AND COLORS WITH ARCHITECT. 1/2 " = 1' SCALE 1/2 " = 1' SCALE 1/2 " = 1' SCALE 1/2 " = 1' SCALE 1/2 " = 1' SCALE 1/2 " = 1' SCALE VIVID ARC TELEPHONE NUMBER: 551.206.6196 E-MAIL ADDRESS: arlenis@vivid-arc.com WEBSITE: vivid-arc.com NOT VALID FOR CONSTRUCTION UNLESS SIGNED AND SEALED BY ARCHITECT ARCHITECT OF RECORD: These construction drawings are in the exclusive use of the particular project they illustrate. Vivid Arc, LLC retains ownership of this document and is the sole authority to authorize its reproduction or other use. DATE DRN CHK DESCRIPTION PROJ. NO.: SCALE DWG. NAME: DWG. NO: SHEET NO. OF PLOT DATE 10/10/25 SW AD PERMIT SET ARLENIS DOMINGUEZ NY LIC. NUMBER: 043511 1/4" = 1'-0" MINDSET DISPENSARY 370 S Riverside Ave, Croton On Hudson, NY Best Dispensary Near Me Bay Street LLC G-001 ADA REQUIREMENTS # Date DRN CHK Description ARCHITECTURAL ABBREVIATIONS H.M. HOLLOW METAL HORIZ. H.W. HR. HORIZONTAL HOT WATER HOUR F.H.C. G.C. HDCP H.P. HGT HTR. GYP. BD. H.R. GL. FOOT'G. GALV. GA. FDN. FD. FL. FIXT. EXTR. F.B.C. F.E.C. FIN. E.I.F.S. EXP. JT. EXIST. E.F. EQUIP. ELEV. ELEC. EL. E.W.C. EA. D.W. D.F. TEMP'D. FIRE HOSE CABINET GENERAL CONTRACTOR HIGH POINT HANDICAPPED GYPSUM BOARD HEIGHT HEATER HANDRAIL GLASS GALVANIZED FOUNDATION FLOOR DRAIN FOOTING GAUGE FLOOR FIXTURE VEST. WG. WD. W/ W.W.F. W.C. V.C.T. TYP. VERT. U.V. U/S T.O.S. T.O.M. TOIL. ELECTRIC WATER COOLER FIRE EXTINGUISHER CAB. EXTERIOR INS. FINISHING SYS. EXPANSION JOINT FIRE BLANKET CAB. EXHAUST FAN EXTRUDED FINISH EXISTING ELEVATION DRINKING FOUNTAIN EQUIPMENT ELEVATOR ELECTRIC EACH DRY WALL SURF.M. TEMP. TB. S.A.T. STRUCT. STOR. STL. STD. SPEC'D. SPEC. SIM. SECT. REINF. RM. R.D. REQ. TEMPERED VINYL COMPOSITION TILE VESTIBULE WIRE GLASS WELDED WIRE FABRIC WATER CLOSETS WOOD WITH UNIT VENTILATOR TOP OF STEEL TOP OF MASONRY TYPICAL VERTICAL UNDERSIDE TOILET TEMPERATURE TACK BOARD SUSP. ACOUSTICAL TILE SURFACE MOUNTED STRUCTURAL STORAGE STEEL STANDARD SPECIFICATION ROOF DRAIN REINFORCEMENT SPECIFIED SIMILAR SECTION ROOM REQUIRED DWGS. DWG. DN. DBL. DEPT. DISP. DIM. DET. CONT. CONF. C.J. CRS. COMP. FL. COL. DIM. CONC. COL. CLOS. C.O. C.R. C.M.U. CNTR. C.M.T. CL CEM. CARP. CAB. CLG. C.B. BLKG. BLDG. BD. B.U.R. COMPOSITION FLOORING DISPENSER DEPARTMENT DRAWINGS DRAWING DOWN DOUBLE DIMENSION DETAIL CONTROL JOINT CONTINUOUS CONFERENCE COLUMN DIMENSION COURSES COLUMN CONCRETE PRESS. REC. R.W.L. PL. PLYWD. PM.F. PC. P.P.G. PLAS. LAM. PLTFM. PART. O.H. O.C. NO. N.T.S. OHG. CONCRETE MASONRY UNIT CLEAN OUT CLASSROOM CERAMIC MOSAIC TILE CENTER LINE CLOSET CENTER CEMENT BUILT-UP ROOFING CATCH BASIN CARPET CABINET CEILING BOARD BLOCKING BUILDING NOM. MULL. MNTG. N.I.C. MIR. MIN. MET. MOD. MAX. M.O. MTL. MECH. MFGR. MACH. L.P. LKR. ARCH. @ BLK. BITU. ALUM. ALT. A/C A.B. AC.T. A.F.F. ABV. ABOVE FINISHED FLOOR ALTERNATE ARCHITECT ANCHOR BOLT AIR CONDITIONING BITUMINOUS BLOCK AT ALUMINUM ACOUSTICAL TILE ABOVE LAM. LAB. LDR. LAV. INTERMED. JAN. JST. JT. INSUL./INS. INSTR. INDIV. RECEPTACLE RAIN WATER LEADS PROPERTY LINE PREMOLDED FILLER POLISHED PLATE GLASS PRESSURE PRECAST PLYWOOD PLASTIC LAMINATE NOT TO SCALE PARTITION OVERHEAD PLATFORM NUMBER OVERHANG ON CENTER NOT IN CONTRACT NOMINAL MULLION MOUNTING MIRROR MINIMUM METAL MODIFIED MECHANICAL MASONRY OPENING MANUFACTURER MAXIMUM METAL LOCKER MACHINE LOW POINT LABORATORY INTERMEDIATE LAMINATE LEADER LAVATORY JANITOR JOIST JOINT INSTRUMENT INSULATION INDIVIDUAL UNLESS OTHERWISE NOTED U.O.N. ADJ ADJACENT D.S. DOWN SPOUT PAINTED PTD CI. CONTINUOUS INSULATION BOX BEAM HEADER DETAIL SEE LINTEL SCHEDULE BACK TO BACK HEADER DETAIL SEE LINTEL SCHEDULE METAL STUD @ 16" O.C.18 GA. TYPICAL WALL ASSEMBLY NON RATED PARTITION ACOUSTICAL SEALANT RUNNER CHANNEL SECURED TO FLOOR STRUCTURE SCHEDULED BASE 3 5/8" METAL STUDS @ 16" O.C. RUNNER CHANNEL SECURED TO UNDERSIDE OF STRUCTURE 4 7/8" (5" NOM.) DECK ABOVE TOP OF STUDS 1 LAYER 5/8" GYP. WALLBOARD SECURITY MESH WALL ACOUSTICAL SEALANT RUNNER CHANNEL SECURED TO FLOOR STRUCTURE SCHEDULED BASE 3 5/8" METAL STUDS @ 16" O.C. RUNNER CHANNEL SECURED TO UNDERSIDE OF STRUCTURE 4 7/8" (5" NOM.) DECK ABOVE SOUND ATTENUATION BLANKET TOP OF STUDS 1 LAYER 5/8" GYP. WALLBOARD SECURITY MESH ON SECURE SIDE OF WALL VAULT SIDE VIVID ARC TELEPHONE NUMBER: 551.206.6196 E-MAIL ADDRESS: arlenis@vivid-arc.com WEBSITE: vivid-arc.com NOT VALID FOR CONSTRUCTION UNLESS SIGNED AND SEALED BY ARCHITECT ARCHITECT OF RECORD: These construction drawings are in the exclusive use of the particular project they illustrate. Vivid Arc, LLC retains ownership of this document and is the sole authority to authorize its reproduction or other use. DATE DRN CHK DESCRIPTION PROJ. NO.: SCALE DWG. NAME: DWG. NO: SHEET NO. OF PLOT DATE 10/10/25 SW AD PERMIT SET ARLENIS DOMINGUEZ NY LIC. NUMBER: 043511 As indicated MINDSET DISPENSARY 370 S Riverside Ave, Croton On Hudson, NY Best Dispensary Near Me Bay Street LLC G-100 GENERAL NOTES 1. FINISH NOTES ARE SUPPLEMENTAL TO GENERAL NOTES FOR THE PROJECT. REVIEW GENERAL NOTES PRIOR TO COMMENCEMENT OF WORK. 2. REVIEW ALL FINISH SCHEDULES PRIOR TO COMMENCEMENT OF WORK. CONFIRM AVAILABILITY OF SPECIFIED MATERIALS PRIOR TO SUBMISSION OF BIDS. 3. CONTRACTOR SHALL SUBMIT TO THE ARCHITECT FOR REVIEW AND APPROVAL, (3) SAMPLES EACH OF ALL FINISHES SPECIFIED FOR THE PROJECT, IN CONFORMANCE WITH THE GENERAL NOTES. SAMPLES SHALL INCLUDE ALL BROADLOOM CARPET, CARPET TILE, HARD TILE, RESILIENT TILE, HARD BASE, RESILIENT BASE, PLASTIC LAMINATE, WOOD FINISHES, ACOUSTICAL CEILING TILES AND GRID, PAINT, WALL COVERING, WALL PROTECTION ITEMS ETC. 4. ENSURE SURFACES TO RECEIVE NEW FINISHES ARE CLEAN, TRUE, AND FREE OF IRREGULARITIES IN CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. APPLICATOR SHALL ACCEPT SUBSTRATE PRIOR TO APPLICATION OF SCHEDULED FINISH. COMMENCEMENT OF WORK SHALL INDICATE APPLICATOR'S ACCEPTANCE OF SUBSTRATE. 5. PREPARE FLOOR AREAS AS REQUIRED TO RECEIVE SCHEDULED FLOOR FINISHES. FLASH PATCH WHERE REQUIRED TO "LEVEL" AND SMOOTH FLOOR TO A TOLERANCE OF 1/4" IN 20 FEET, NON-CUMULATIVE. CONCRETE FLOORS SHALL BE FREE FROM SCALING AND IRREGULARITIES. FOLLOW MANUFACTURER'S INSTRUCTION. 6. ALL NEW GYPSUM BOARD SURFACES SHALL BE PREPARED TO RECEIVE PAINT FINISH UNLESS OTHERWISE NOTED. 7. ALL SURFACES RECEIVING PAINT FINISH SHALL RECEIVE MINIMUM (3) COAT APPLICATION CONSISTING OF (1) COAT PRIMER, AND A MINIMUM OF (2) COLOR COATS. APPLY ADDITIONAL COLOR COATS AS REQUIRED TO ACHIEVE FULL, EVEN COVERAGE. 8. PAINT FINISH FOR PARTITIONS SHALL BE EGGSHELL LATEX IN COLORS AS INDICATED IN FINISH SCHEDULE. 9. ALL WALLS RECEIVING WALL COVERING SHALL BE SEALED WITH (1) COAT LATEX PRIMER PRIOR TO INSTALLATION OF WALL COVERING. 10. ALL SURFACES RECEIVING PAINT FINISH SHALL RECEIVE MINIMUM (3) COAT APPLICATION CONSISTING OF (1) COAT PRIMER, AND A MINIMUM OF (2) COLOR COATS. APPLY ADDITIONAL COLOR COATS AS REQUIRED TO ACHIEVE FULL, EVEN COVERAGE. 11. PREPARE SUBSTRATE FOR CARPET INSTALLATION WHERE CARPET FINISH IS INDICATED. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR SUBSTRATE PREPARATION. CLEAN FLOORS OF ALL DUST, DIRT, SOLVENTS, OIL, GREASE, PAINT, PLASTER, AND ANY OTHER SUBSTANCES DETRIMENTAL TO PROPER PERFORMANCE OF ADHESIVES, CARPET, OR PADDING. ALLOW FLOORS TO THOROUGHLY DRY. 12. PROVIDE METAL REDUCER STRIP / TRANSITION STRIP AS REQUIRED AT ALL LOCATIONS WHERE DISSIMILAR FLOOR FINISHES COME TOGETHER. WOOD TRANSITION TO BE INSTALLED AT WOOD FLOORING TRANSITION. UNLESS OTHERWISE NOTED. COLOR TO BE SELECTED BY ARCHITECT. 13. WHERE DISSIMILAR FLOOR FINISHES MEET AT A DOOR, THE SEAM (AT CARPETS), OR REDUCER STRIP SHALL BE LOCATED DIRECTLY BENEATH THE CENTERLINE OF THE DOOR PANEL. 14. INSTALL ALL SHEET RESILIENT FLOORING WITH SELF LEVEL (IE. ARDEX) 15. SEE ENLARGED FINISH PLANS ON FOR FINISH PATTERN DETAILS. 16. FLOOR TILES TO BE INSTALLED PER STARTING POINT'S INDICATED ON PLAN. 17. INSTALL SCHLUTER-JOLLY END CAP AT ALL WALL TILE EXPOSED EDGES. FINISH TBD. 18. ALL WALLS AND CEILING IN SAUNA TO BE CLEANED, REPAIRED AND SEALED AS REQUIRED. 19. GC IS RESPONSIBLE TO PREPARE EXISTING EXTERIOR WINDOW FRAME AND INSTALL MOTORIZED SHADES AT ALL EXTERIOR WINDOWS FINISH NOTES OPENINGS 1. ALL NEW DOORS, OPENINGS AND WINDOWS TO BE SET WITH TOP AT 6'-8" A.F.F., UNLESS OTHERWISE NOTED. COORDINATE WITH DOOR SCHEDULE. 2. ALL GLAZING AT GLASS DOORS, ENTRANCE SIDELIGHTS, TUB AND SHOWER ENCLOSURES SHALL BE FULLY TEMPERED SAFETY GLAZING. GLASS SHALL BE IDENTIFIED. 1. DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING FIELD CONDITIONS SO AS TO FAMILIARIZE THEMSELVES WITH OVERALL SCOPE OF THE PROJECT TO PRODUCE THE FINAL RESULT INTENDED IN THE CONTRACT DRAWING 2. BEFORE WORK IS BEGUN, IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE ALL BARRICADES, FENCES, TEMPORARY BRACING, SUPPORTS, SHORING OR OTHER SAFETY MEASURES TO EXISTING STRUCTURE AS REQUIRED, TO INSURE COMPLETE SAFETY DURING THIS WORK. SUCH PROTECTIVE DEVISES MUST BE MAINTAINED FOR THE DURATION OF THE WORK AND COMPLETELY REMOVED UPON COMPLETION OF THE CONTRACT BY THE CONTRACTOR.. 3. DEMOLITION CONTRACTOR SHALL INCLUDE COMPLETE REMOVAL OF ALL MATERIALS AND DEBRIS FROM SITE, LEAVING THE AREA CLEAR AND CLEAN FOR THE NEW CONSTRUCTION. ALL WORK DEMOLISHED AND THE DEBRIS RESULTING THEREFROM, BECOMES THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PROPERTY AT FREQUENT INTERVALS. CONTRACTOR MUST PROVIDE ALL BARRICADES AND PROTECTION AS REQUIRED TO INSURE SAFETY. 4. CONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS, STANDARDS AND GOOD PRACTICE. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK HOURS & THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY & HOLD THE ARCHITECT OR ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 5. UTILITIES SERVING THE EXISTING BUILDING MUST BE SAFEGUARDED AGAINST DAMAGE THROUGHOUT THE DEMOLITION WORK. 6. THE EXISTING STRUCTURE SHALL BE BRACED DURING ERECTION USING TEMPORARY BRACING IN ACCORDANCE WITH THE REQUIREMENTS OF THE CODE OF STANDARD PRACTICE, LATEST EDITION, OF AISC. THE BRACING SHALL BE DESIGNED TO TAKE CARE OF ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECT TO INCLUDING EQUIPMENT AND THE OPERATION OF SAME. SUCH BRACING SHALL BE LEFT IN PLACE UNTIL THE ENTIRE STRUCTURE FUNCTIONS AS A UNIT OR LONGER IF REQUIRED FOR SAFETY. 7. DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS & RELATED FEES. 8. CONTRACTOR TO PROVIDE ALL TEMPORARY BRACING, SUPPORTS, AND SHORING TO EXISTING STRUCTURE AS REQUIRED DURING ERECTION & IN ACCORDANCE WITH THE REQUIREMENTS OF THE CODE OF STANDARD PRACTICE, LATEST EDITION, OF AISC. THE BRACING SHALL BE DESIGNED TO TAKE CARE OF ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECT TO INCLUDING EQUIPMENT AND THE OPERATION OF THE SAME. SUCH BRACING SHALL BE LEFT IN PLACE UNTIL THE ENTIRE STRUCTURE FUNCTIONS AS A UNIT OR LONGER IF REQUIRED FOR SAFETY. HAZARDOUS MATERIALS: IF THE PRESENCE OF UNANTICIPATED HAZARDOUS MATERIALS IS ASCERTAINED OR SUSPECTED DURING CONSTRUCTION, IMMEDIATELY CEASE WORK IN THE IMMEDIATE AREA OF THE MATERIALS ENCOUNTERED. CONTACT THE OWNER PRIOR TO ARRANGING TO HAVE THE TOXICITY AND EXTENT OF THE MATERIALS TESTED. A DETERMINATION BY THE OWNER AND THEIR CONSULTANT(S) WILL BE MADE AS TO THE PREFERRED METHOD OF ISOLATING, REMOVING AND DISPOSING OF THE HAZARDOUS MATERIAL. DEMOLITION NOTES 1. TEMPERED GLASS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS; A. GLAZING IN INGRESS AND MEANS OF EGRESS DOORS. B. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING (PATIO) DOR ASSEMBLIES AND PANELS IN SWINGING DOOR. C. GLAZING IN STORM DOORS. D. GLAZING IN ALL UNFRAMED SWINGING DOORS E. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS, WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A STANDING SURFACE. F. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24" ARC 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. G. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN IN THOSE LOCATIONS DESCRIBED IN "E" AND "F", ABOVE, WHICH MEET ALL (4) OF THE FOLLOWING CONDITIONS: 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT. 2. EXPOSED BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR. 3. EXPOSED TOP EDGE GREATER THAN 36" ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE PLANE OF THE GLAZING. H. ALL GLAZING GIN RAILING REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS. 2. LAMINATED GLASS WITH MINIMUM 30-MIL POLYVINYL BUYRAL INERLAYER SHALL BE PROVIDED IN SKYLIGHTS AND SLOPED GLAZING SYSTEMS AT A SLOPE OF 15 DEGREES OR MORE FROM THE VERTICAL IF ALL OF THE FOLLOWING CONDITIONS ARE NOT MET: A. EACH PANE OF GLASS IS 16 SQ.FT. OR LESS IN AREA; B. THE HIGHEST POINT OF THE GLASS IS 12 FEET OR LESS ABOVE ANY WALKING SURACE OR ACCESSIBLE AREA C. THE GLASS THICKNESS IS 3/16" OR LESS. IF ALL OF THE ABOVE CONDITION ARE MET, TEMPERED GLASS SHALL BE PROVIDED 3. INTERIOR DOORS SHALL BE 1-3/4" THICK STANDARD HOLLOW-CORE, FLUSH WOOD DOORS, PROVIDE PREMIUM GRADE DOORS FACE IN ROTARY- CUT NATURAL BIRCH FOR NATURAL OR STAINED FINISH, AND CUSTOM GRADE DOORS FACED IN LAUAN FOR PAINTED FINISH. 4. EGRESS WINDOWS SHALL BE PROVIDED IN BEDROOMS WITHOUT EXTERIOR DOORS, IN THE LOCATIONS ON THE DRAWINGS MARKED "EGRESS", AND SHALL MEET ALL OF THE FOLLOWING CONDITIONS: A. BOTTOM OF THE CLEAR OPENING MAXIMUM 44" ABOVE THE FLOOR. B. MINIMUM NET CLEAR OPENING OF 5.7 SQ.FT. (EXCEPT GRADE FLOOR MINIMUM NET CLEAR OPENING SHALL BE 5.0 SQ.FT.). C. MINIMUM NET CLEAR OPENING HEIGHT OF 24". D. MINIMUM NET CLEAR OPENING WIDTH OF 20". 5. WINDOWS SHALL BE VINYL-SHEATHED WOOD (COLOR: WHITE), AS MANUFACTURED B ANDERSON CORPORATION, MODEL NUMBER AS INDICATED ON THE DRAWINGS, WINDOWS SHALL BE PROVIDED WITH HIGH- PERFORMANCE INSULATING GLASS CONFORMING TO NOTE NO. 1 ABOVE, AND INSECT SCREENS ON OPERABLE WINDOWS, PROVIDE EXTENSION JAMBS AS REQUIRED. WINDOW & DOOR NOTES 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, OBTAIN ALL DIMENSIONS TO ENSURE THE PROPER STRENGTH, FIT AND LOCATION OF THE STRUCTURAL WORK; REPORT TO THE ARCHITECT AND/OR ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE NEW WORK. NOTIFY ARCHITECT OF ALL CONFLICTS. 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE LOCAL OR STATE BUILDING CODE'S LATEST EDITION. ALL REQUIREMENTS IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR, OR SHOWN ON THE DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAYBE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. 3. THIS SET OF CONSTRUCTION DRAWINGS WITH ITS ACCOMPANYING SPECIFICATIONS, TOGETHER WITH AIA DOCUMENT A101, OWNER- CONTRACTOR AGREEMENT, AND AIA DOCUMENT A201, GENERAL CONDITIONS, SHALL CONSTITUTE THE CONTRACT DOCUMENTS FOR CONSTRUCTION. 4. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND PERFORM ALL WORK DESCRIBED IN THE ACCOMPANYING SECTION OF THESE SPECIFICATIONS, AS HEREIN ENUMERATED AND SHOWN ON THE ACCOMPANYING DRAWINGS. 5. CONTRACTOR TO COMPLETELY INSPECT SITE CONDITIONS PRIOR TO SUBMITTING A BID PRICE. ANY OMISSION OR OVERSIGHT ON THE PART OF THE CONTRACTOR WILL NOT BE CONSIDERED SUFFICIENT GROUNDS TO JUSTIFY ADDITIONAL COMPENSATION. 6. CONTRACTOR TO VERIFY ALL CONDITIONS IN THE FIELD BRINGING ANY DISCREPANCIES BETWEEN DRAWN INTENT AND EXISTING CONDITIONS TO THE ATTENTION OF THE ARCHITECT, PRIOR TO START OF CONSTRUCTION. 7. THE CONTRACTOR TO VERIFY DIMENSIONAL ACCURACY OF ALL DRAWINGS IN FIELD. NOTIFY ARCHITECT OF ALL CONFLICTS. 8. ALL MATERIALS AND PRODUCTS ARE TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. EXCEPTIONS TO BE APPROVED BY OWNER IN WRITING. 9. THE CONTRACTOR SHALL PROTECT THE WORK AND ALL ADJACENT PROPERTY FROM LOSS OR DAMAGE RESULTING FROM ITS OPERATIONS, AND IN THE EVENT OF SUCH LOSS OR DAMAGE, SHALL MAKE SUCH REPLACEMENTS OR REPAIRS AS REQUIRED WITHOUT ADDITIONAL COST TO THE OWNER. 10. ALL MATERIALS STORED WITHIN THE BUILDING SHALL BE NEATLY STACKED. MATERIAL SHALL NOT BE STORED OUTSIDE THE BUILDING. DO NOT STORE COMBUSTIBLE MATERIAL ON THE PREMISES FOR A PERIOD LONGER THAN NECESSARY FOR THE EXECUTION OF THE WORK. 11. CONTRACTOR TO PROVIDE ALL LABOR ACCESSORIES NECESSARY TO INSTALL OWNER SUPPLIED ITEMS, INCLUDING BUT NOT LIMITED TO: LIGHT FIXTURES, PLUMBING FIXTURES, APPLIANCES, ETC. 12. ALL WORK TO BE PERFORMED BY LICENSED TRADESMAN POSSESSING VALID INSURANCE. 13. CONTRACTOR TO SUPPLY SHOP DRAWINGS FOR ALL CABINETRY. 14. CONTRACTOR TO VERIFY THE ADEQUACY OF THE EXISTING ELECTRIC POWER FOR THE INTENDED NEW USE AND PROVIDE PRICE FOR ADDITIONAL POWER IF IT IS FOUND TO BE NECESSARY TO COMPLETE THE REQUIRED WORK. 15. CONTRACTOR TO PROVIDE WORKMAN'S COMP, PUBLIC LIABILITY, CONTRACTOR'S PROPERTY DAMAGE AND VEHICLE LOSS INSURANCE. 16. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL PORTIONS OF THE STRUCTURE TO REMAIN. MAINTAIN EXISTING UTILITIES TO ADJACENT AREA & PROTECT AGAINST DAMAGE DURING DEMOLITION AND CONSTRUCTION. 17. CONTRACTOR RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ANY BUILDING MATERIALS & DEBRIS GENERATED DURING DEMOLITION & CONSTRUCTION. 18. WALL AND CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT GREATER THAN 200 AND A SMOKE DEVELOPED INDEX NOT IN EXCESS OF 450. 19. IN ACCORDANCE WITH SITE PLAN, REMOVE ALL VEGETATION OR REFUSE IN CONFINES OF BUILDING CONSTRUCTION AND PAVING CONSTRUCTION AND PAVING CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. 20. EXCAVATE AS REQUIRED TO PROVIDE SUFFICIENT WORKING ROOM FOR THE LAYING OF PROPER VAPOR BARRIER WHERE REQUIRED. 21. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING, SHORING, ETC. (TEMPORARY AND/OR PERMANENT) AS REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. 22. BACKFILLING OF WALLS IN INTERIOR AREAS WHERE CONCRETE SLABS WILL BEAR ON GRADE SHALL BE GRITS OR BACKRUN GRAVEL, WELL COMPACTED, BROUGHT TO A SUBGRADE OF 12" BELOW FINISH FLOOR LINE OR AS CALLED FOR IN DRAWINGS. 23. REMAINDER OF SITE SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER FROM BUILDING. 24. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL PORTIONS OF THE STRUCTURE TO REMAIN. MAINTAIN EXISTING UTILITIES TO ADJACENT AREA & PROTECT AGAINST DAMAGE DURING DEMOLITION AND CONSTRUCTION. 25. CONTRACTOR RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ANY BUILDING MATERIALS & DEBRIS GENERATED DURING DEMOLITION & CONSTRUCTION. 26. ALL INTERIOR, NON-LOAD BEARING PARTITIONS TO BE TYPE 1 U.NO. 27. PARTITION TYPES ABOVE DOOR AND OTHER OPENINGS ARE TO BE THE SAME AS ADJACENT PARTITION U.N.O. 28. DO NOT SCALE DRAWINGS - DIMENSIONS GOVERN. VERIFY DIMENSIONS WITH FIELD CONDITIONS. IF DISCREPANCIES ARE DISCOVERED BETWEEN FIELD CONDITIONS AND DRAWINGS, CONTACT ARCHITECT FOR RESOLUTION BEFORE PROCEEDING. 29. ALL DIMENSIONS ARE SHOWN FROM FINISHED FACE OF WALL TO FINISHED FACE OF WALL U.N.O. 30. "ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION SHALL BE IN THE SAME PLANE ACROSS VOIDS. 31. DASHED LINE INDICATES SOFFIT OR OTHER CONSTRUCTION ABOVE 32. PROVIDE AND INSTALL FIRE RETARDANT WOOD BLOCKING AS REQUIRED AT ALL WALL-HUNG SHELVING, CABINETS, WOOD PANELS, EQUIPMENT, LIGHT FIXTURES, AND OTHER MILLWORK WITHIN GWB CONSTRUCTION. 33. SEE RCP-100 SERIES (RCP DRAWINGS) FOR LIGHTING AND CEILING INFORMATION 34. ALL ROOFING INSTALLATION WILL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA) AND THE MANUFACTURER'S REQS. AND RECOMMENDATIONS. 35. ALL SHEET METAL INSTALLATION WILL BE INSTALLED IN ACCORDANCE WITH THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION, INC. (SMACNA) REQS. AND RECOMMENDATIONS. 36. ROOF SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ASCE 7 WIND UPLIFT REQUIREMENTS. 37. GC TO COORDINATE ALL LOCATION OF VENTS THROUGH THE ROOF. COORDINATE WATERPROOFING WITH ROOFING MATERIAL 38. GC TO VERIFY IN FIELD ALL EXISTING INTERIOR & EXTERIOR CONDITIONS/ DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. GC TO NOTIFY ARCHITECT OF ANY DISCREPANCIES ON SITE. 1. CONSTRUCTION NOTES ARE SUPPLEMENTAL TO GENERAL NOTES FOR THE PROJECT. REVIEW GENERAL NOTES PRIOR TO COMMENCEMENT OF WORK. 2. DO NOT SCALE DRAWINGS. ANY DIMENSIONAL CLARIFICATIONS OR ADDITIONAL INFORMATION WILL BE FURNISHED BY THE ARCHITECT UPON WRITTEN REQUEST OF THE CONTRACTOR. ARCHITECT'S CONSTRUCTION PLAN SUPERCEDES ALL OTHER PLANS, BUT DOES NOT LIMIT CONTRACTOR TO CONSTRUCTION PLAN WORK ONLY. 3. ALL DIMENSIONS ARE FINISH TO FINISH UNLESS OTHERWISE NOTED. DIMENSIONS MARKED "CLEAR" SHALL BE EXPRESSLY MAINTAINED. ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, CERAMIC TILES, VCT, ETC. 4. ALL DOORS FRAMES SHALL BE LOCATED 4" FROM FACE OF ADJACENT PERPENDICULAR WALL TO INSIDE FACE OF DOOR JAMB UNLESS OTHERWISE INDICATED. COMPLY WITH ANSI 117.1-2003 MANICURING REQUIREMENTS. 5. ALL NEW PARTITIONS SHALL BE PERPENDICULAR OR PARALLEL OF BUILDING DATUM UNLESS OTHERWISE NOTED. 6. FRAMING CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND COMMUNICATIONS SECURITY CONTRACTOR REGARDING LOCATIONS OF POWER AND COMMUNICATIONS RECEPTACLES AND TERMINATIONS, AND ANY OTHER SPECIAL FRAMING REQUIREMENTS. 7. PROVIDE LATERAL BRACING OF PARTITIONS ABOVE CEILING AS REQUIRED. BRACING SHALL BE PROVIDED IN CONFORMANCE WITH ACCEPTABLE PRACTICE, APPLICABLE CODE, OR AS OTHERWISE MAY BE QUIRED BY THE LOCAL SUB-CODE OFFICIAL. 8. PROVIDE WOOD BLOCKING AS REQUIRED AT ALL PARTITIONS RECEIVING WALL HUNG CABINETRY, FIXTURES, HARDWARE, ACCESSORIES, GRAB BARS, AT ALL LOCATIONS WHERE WALL MOUNTED 9. INSTALL WATER RESISTANT GYPSUM BOARD ("GREEN BOARD") IN ALL TOILET ROOMS AND OTHER WET AREAS SUCH AS AT JANITOR'S CLOSETS, ETC. PROVIDE CEMENT BOARD BEHIND ALL TILES IN 10. INSTALL DRYWALL FURRING AS REQUIRED TO ACCOMMODATE DEPTH OF FIRE EXTINGUISHER CABINETS, RECESSED TOILET ROOM ACCESSORIES, OR OTHER RECESSED FIXTURES OR APPLIANCES SPECIFIED HEREIN. WALL FRAMING TO COMPLY WITH BUILDING CONSTRUCTION TYPE. 11. ALL GYPSUM BOARD SURFACES SHALL BE TAPED, SPACKLED, AND SANDED AS REQUIRED TO RECEIVE SCHEDULED FINISHES. 12. INSTALL GYPSUM BOARD "NOMINALLY TIGHT" (1/4") TO FLOOR SLAB, TO PREVENT POOR INSTALLATION OF WALL BASE. 13. FRAME AND DRYWALL AROUND DUCTWORK PENETRATING PARTITIONS. GAP BETWEEN FRAMED OPENINGS AND DUCT SHALL NOT EXCEED (1/2"). WHERE DUCTWORK PENETRATES FIRE RATED PARTITIONS, PROVIDE FIRE AND/OR SMOKE DAMPERS AS INDICATED ON ENGINEERING DRAWINGS, OR AS OTHERWISE REQUIRED BY CODE. FILL ALL PENETRATIONS IN FIRE RATED PARTITIONS WITH APPROVED FITE STOP MATERIALS, AS REQUIRED TO MAINTAIN FIRE RATING. 14. INSTALL FIRE EXTINGUISHER CABINETS IN LOCATIONS SHOWN ON DRAWINGS. 15. ALL FIRE EXTINGUISHERS SHALL BE NEW, AND SHALL BE INSTALLED JUST PRIOR TO TENANT OCCUPANCY UNLESS OTHERWISE DIRECTED BY SUB-CODE OFFICIAL. FIREBLOCKING NOTES GENERAL NOTES CONSTRUCTION NOTES 1. FIREBLOCKING IS REQUIRED BETWEEN FLOOR LEVELS AND BETWEEN A TOP STORY AND ROOF SPACE. 2. FIREBLOCKING IS REQUIRED IN CONCEALED SPACES SUCH AS STUD CAVITIES, SOFFITS, DROP CEILINGS, AND FURRED SPACES. 3. FIREBLOCKING MUST BE INSTALLED IN SUCH A WAY AS TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER. 4. FIREBLOCKING MUST BE INSTALLED IN COMBUSTIBLE CONCEALED SPACES WHERE SUCH SPACES ARE FORMED BY MASONRY OR CONCRETE CONSTRUCTION. 5. THE MATERIALS USED FOR FIREBLOCKING MUST BE NONCOMBUSTIBLE OR FIRE RETARDANT-TREATED WOOD. 6. FIREBLOCKING MUST BE INSTALLED AT ALL PENETRATIONS THROUGH TOP AND BOTTOM PLATES BY PIPES, VENTS, DUCTS, CABLES, AND WIRES. 1. ALL ELECTRICAL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, LATEST EDITION, NEW YORK UNIFORM CONSTRUCTION CODE, NEW YORK UNIFORM FIRE CODE, AND ELECTRIC UTILITY COMPANY REQUIREMENTS. 2. ALL ELECTRICAL WORK IS TO BE PERFORMED BY AN ELECTRICAL CONTRACTOR LICENSED IN THE STATE OF NEW YORK. 3. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS AS WELL AS SCHEDULING AND OBTAINING ALL NECESSARY INSPECTIONS OF THE WORK BY LOCAL AUTHORITIES HAVING JURISDICTION. 4. COORDINATE LAYOUT OF ELECTRICAL SERVICE EQUIPMENT WITH G.C. AND TELEPHONE/CABLE TV UTILITIES PRIOR TO INSTALLATION TO COORDINATE ARRANGEMENT OF EQUIPMENT ON PANEL. 5. SCOPE OF WORK: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING SERVICE TO THE BUILDING, PROVIDING AND INSTALLING SERVICE ENTRANCE EQUIPMENT, FEEDERS 6. ALL ELECTRICAL FIXTURES AND EQUIPMENT ARE TO BE AS CHOSEN BY THE OWNER. 7. ALL WIRING IS TO BE RUN CONCEALED IN WALL, FLOOR OR CEILING CONSTRUCTION. FIRE CAULK AND SEAL ALL WIRE PENETRATIONS THROUGH FIRE RATED PARTITIONS OR FLOOR-CEILING ASSEMBLIES. 8. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING ALL ELECTRICAL WORK IN THE DWELLING UNITS, AND VERIFYING THE CONTINUITY AND GROUNDING OF EACH BRANCH CIRCUIT AND THE PROPER OPERATION OF ALL DEVICES. 9. PROVIDE GROUNDING FOR SERVICE ENTRANCE AS PER NEC SECTION 250, UTILIZING DRIVEN GROUND ROD. 10. ALL TELEPHONE AND CABLE WIRES TO BE BROUGHT TO CENTRAL PHONE ROOM WITH HOMERUN. 11. ALL INTERIOR WIRING IS TO BE METALLIC SHEATHED CABLE WITH INSULATED COPPER WIRE. ALL EXTERIOR AND SERVICE ENTRANCE WIRING IS TO BE RUN IN NON- METALLIC CONDUIT OR EMT. 12. ALL PENETRATIONS THROUGH FLOOR ASSEMBLIES, CORRIDOR WALLS AND OTHER SIMILAR FIRE-RATED PARTITIONS SHALL RECEIVE CODE COMPLIANT FIRESTOPPING TO MAINTAIN FIRE RATING OF ASSEMBLY PENETRATED. PENETRATIONS OF CONDUITS 2" DIA. OR GREATER SHALL BE INSTALLED WITH FIRESTOP COLLARS. 13. ONLY PRE-WIRE JUNCTION BOXES FOR VISUAL ALARM INDICATING DEVICES WITHIN APARTMENT UNITS. 14. ALL OUTLET, JUNCTION AND DEVICE BOXES SHALL NOT BE INSTALLED BACK-TO-BACK ON FIRE-RATED WALLS AND SHALL BE SPACED A MINIMUM OF 24." OTHERWISE, ELECTRICAL CONTRACTOR TO PROVIDE CODE COMPLIANT 3M FIRE BARRIER MOLDABLE PUTTY AT EACH OUTLET WHEN INSTALLED BACK-TO-BACK ON FIRE-RATED WALLS. 15. ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRIC CODE, AND ALL LOCAL CODES. G.C. TO PROVIDE NBFU CERTIFICATE AT THE COMPLETION OF THE WORK. 16. G.C. SHALL VERIFY THE CONDITIONS AND ABILITY OF EXISTING ELECTRICAL SYSTEM TO MEET THE DEMANDS OF THE NEW WORK PRIOR TO CONSTRUCTION. ANY REQUIRED UPGRADE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO THE CONTRACT AND COMMENCEMENT OF WORK. 17. ALL EXISTING AND NEW WIRING SHALL BE COPPER. 18. ALL NEW ELECTRICAL SWITCHES AND OUTLETS SHALL BE COORDINATED WITH AV CONSULTANT. COLOR TO BE SELECTED BY ARCHITECT. 19. PROVIDE ALL SMOKE DETECTORS AS REQUIRED BY CODE. DETECTORS SHALL BE PHOTO ELECTRIC OR IONIZATION TYPE. SMOKE DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE DEVICE SHALL ACTIVATE ALL DEVICES. POWER SUPPLY- SMOKE DETECTORS SHALL BE HARD WIRED TO ELECTRIC SERVICE PANEL, WITH NO INTERVENING SWITCHES. SMOKE DETECTORS SHALL BE PROVIDED WITH A BATTERY BACK-UP. ELECTRICAL NOTES 3/4" = 1'-0" MTL FRAMING DETAILS # Date DRN CHK Description U.C. Refr. U.C. Refr. U.C. Refr. 9' - 7 1/2" 7' - 10" 4' - 5" 2' - 3 1/2" 17' - 5 1/2" 9' - 0" 2' - 10 1/2" 28' - 4 1/2" 11' - 4" POS POS DISPLAY DISPLAY DISPLAY DISPLAY DIS- PLAY POS POS OFFICE/ LACTATION VAULT BREAKROOM IT ROOM SALES AREA ATM KIOSK KIOSK KIOSK POS AREA 10' - 11 1/2" 16' - 8 1/2" 14' - 5 1/2" 6' - 1 1/2" CHECK-IN KIOSK IT RACK 40' - 6 1/2" 12' - 4 7/8" 3' - 3 3/4" 12' - 6 3/8" 3' - 3 1/2" 9' - 2 1/2" 6' - 6 1/2" 1' - 3 1/2" 4' - 1" 23' - 10 1/2" 9' - 10" 38' - 3 1/2" 4' - 0" 7' - 4" 1' - 1 1/2" 7' - 10 1/2" 29' - 1" 9' - 2 1/2" 4' - 6 1/2" A-300 A-100 A-100 5' - 0" NOT IN CONSTRUCTION EXISTING DOOR TO BASEMENT 9' - 0" 17' - 10" PRIVACY CURTAIN 67" ADA CLEARNACE 29' - 9 1/2" 7' - 0" EX. TOILET ROOM 20' - 10" 1' - 4" 4' - 0" 1' - 6" 3' - 0" 3' - 0" 3' - 0" 1' - 7" PROVIDE NEW SUBFLOOR. VERIFY FLORR LEVEL TO BE FLUSED WITH EXISTING SALESFLOOR. COORDINATE POWER FOR KIOSKS IF FLOOR OUTLET ARE REQUIRED. PROVIDE 2X2 CAGE 3' - 8" APPLY MIRROR FILM ON STOREFRONT WINDOW, TYP. 36"X48" MINI ROLL UP SHUTTER EX40 WITH BOTTOM LOCKING BAR BY DYNAMIC CLOSURES 27' - 9" 26' - 1 1/2" 2' - 0" POS CL X AX.X X AX.X X AX.X W1 REFERENCE DRAWING NO. DETAIL NUMBER SECTION NUMBER REFERENCE DRAWING NO. ELEVATION NUMBER REFERENCE DRAWING NO. DOOR NUMBER WALL PARTITION TYPE CENTER LINE WINDOW NUMBER CONSTRUCTION NOTES: 1. CONSTRUCTION NOTES ARE SUPPLEMENTAL TO GENERAL NOTES FOR THE PROJECT. REVIEW GENERAL NOTES PRIOR TO COMMENCEMENT OF WORK. 2. DO NOT SCALE DRAWINGS. ANY DIMENSIONAL CLARIFICATIONS OR ADDITIONAL INFORMATION WILL BE FURNISHED BY THE ARCHITECT UPON WRITTEN REQUEST OF THE CONTRACTOR. ARCHITECT'S CONSTRUCTION PLAN SUPERCEDES ALL OTHER PLANS, BUT DOES NOT LIMIT CONTRACTOR TO CONSTRUCTION PLAN WORK ONLY. 3. ALL DIMENSIONS ARE FINISH TO FINISH UNLESS OTHERWISE NOTED. DIMENSIONS MARKED "CLEAR" SHALL BE EXPRESSLY MAINTAINED. ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, CERAMIC TILES, VCT, ETC. 4. ALL DOORS FRAMES SHALL BE LOCATED 4" FROM FACE OF ADJACENT PERPENDICULAR WALL TO INSIDE FACE OF DOOR JAMB UNLESS OTHERWISE INDICATED. 5. ALL NEW PARTITIONS SHALL BE PERPENDICULAR OR PARALLEL OF BUILDING DATUM UNLESS OTHERWISE NOTED. 6. FRAMING CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND COMMUNICATIONS/ SECURITY CONTRACTOR REGARDING LOCATIONS OF POWER AND COMMUNICATIONS RECEPTACLES AND TERMINATIONS, AND ANY OTHER SPECIAL FRAMING REQUIREMENTS. 7. PROVIDE LATERAL BRACING OF PARTITIONS ABOVE CEILING AS REQUIRED. BRACING SHALL BE PROVIDED IN CONFORMANCE WITH ACCEPTABLE PRACTICE, APPLICABLE CODE, OR AS OTHERWISE MAY BE REQUIRED BY THE LOCAL SUB-CODE OFFICIAL. 8. PROVIDE WOOD BLOCKING AS REQUIRED AT ALL PARTITIONS RECEIVING WALL HUNG CABINETRY, FIXTURES, HARDWARE, ACCESSORIES, GRAB BARS, ETC. PROVIDE SOLID WOOD BLOCKING IN PARTITIONS AT ALL LOCATIONS WHERE WALL MOUNTED DOORSTOPS ARE TO BE INSTALLED. 9. INSTALL WATER RESISTANT GYPSUM BOARD ("GREEN BOARD") IN ALL TOILET ROOMS AND OTHER WET AREAS SUCH AS AT JANITOR'S CLOSETS, ETC. PROVIDE CEMENT BOARD BEHIND ALL TILES IN TUB/SHOWER AREA & BATHROOMS. 10. INSTALL DRYWALL FURRING AS REQUIRED TO ACCOMMODATE DEPTH OF FIRE EXTINGUISHER CABINETS, RECESSED TOILET ROOM ACCESSORIES, OR OTHER RECESSED FIXTURES OR APPLIANCES SPECIFIED HEREIN. WALL FRAMING TO COMPLY 11. ALL GYPSUM BOARD SURFACES SHALL BE TAPED, SPACKLED, AND SANDED AS REQUIRED TO RECEIVE SCHEDULED FINISHES. 12. INSTALL GYPSUM BOARD "NOMINALLY TIGHT" (1/4") TO FLOOR SLAB, TO PREVENT POOR INSTALLATION OF WALL BASE. 13. FRAME AND DRYWALL AROUND DUCTWORK PENETRATING PARTITIONS. GAP BETWEEN FRAMED OPENINGS AND DUCT SHALL NOT EXCEED (1/2"). WHERE DUCTWORK PENETRATES FIRE RATED PARTITIONS, PROVIDE FIRE AND/OR SMOKE DAMPERS AS INDICATED ON ENGINEERING DRAWINGS, OR AS OTHERWISE REQUIRED BY CODE. FILL ALL PENETRATIONS IN FIRE RATED PARTITIONS WITH APPROVED FIRE STOP MATERIALS, AS REQUIRED TO MAINTAIN FIRE RATINGS. COMPLY WITH ANSI117.1-2003 MANEUVERING REQUIREMENTS. WITH BUILDING CONSTRUCTION TYPE. CONSTRUCTION LEGEND EXISTING CONSTRUCTION TO REMAIN DEMOLISH EXISTING CONSTRUCTION EXISTING PARTITION AND EXISTING DOOR ASSEMBLY NEW CONSTRUCTION DENOTES CHANGE IN FLOORING MATERIAL REFER TO FINISH SCHEDULE FOR MATERIAL AND COLOR SELECTION ROOM NUMBER ROOM NAME WALL FINISH WALL BASE FLOOR FINISH TEXT HALLWAY PT-1 WB-1 FL-1 DENOTES ACCENT WALL MATERIAL SP STARTING POINT FLOORING DIRECTION PT-1 WB-1 FT-1 OFFICE/ LACTATION PT-1 WB-1 FT-1 VAULT PT-1 WB-1 FT-1 BREAKROOM PT-1 WB-1 FT-1 IT ROOM PT-2 WB-1 FT-1 SALES AREA PT-2 WB-1 FT-1 POS AREA PT-1 E.T.R. E.T.R. EX. TOILET ROOM A-300 A-300 48" RACK 48" RACK 48" RACK 48" RACK 48" RACK 48" RACK 48" RACK 48" RACK 48" RACK 48" RACK 48" RACK 48" RACK 48" RACK 48" RACK 48" RACK 48" RACK POS POS DISPLAY DISPLAY DISPLAY DISPLAY DISPLAY POS POS LOCKERS SHELVING W. WOOD BACKGROUND WC-1 PA-1 PA-1 A-300 1' - 0" 2' - 1 3/4" 2' - 0" 2' - 0" 2' - 0" 1' - 0" 2' - 0" 3' - 7" 40' - 5" 1' - 3 1/2" 9' - 7 1/2" 7' - 10" 8' - 3 1/2" 16' - 2" 2' - 10 1/2" 6' - 5" 28' - 4 1/2" 9' - 2 1/2" 14' - 5 1/2" 7' - 10" 8' - 2" 26' - 1 1/2" 14' - 3 3/4" SALESFLOOR EXISTING CHECK- OUT/ PREP AREA EXISTING WALK-IN FRIDGE EX. BATH ROOM EXISTING STORAGE ID DESCRIPTION MANUFACTURER/MODEL/COLOR NOTES FLOOR GENERAL FLOORING LVT. TBD. FT-1 MISCELLANEOUS MILLWORK PANEL TBD WP-1 WALL PAINT GENERAL WHITE PAINT TBD PT-1 SALESFLOOR PAINT TBD PT-2 WALL COVER STONE WALL COVERING TBD WC-1 TBD WC-2 BATHROOM WALLCOVER COUNTERS SELECTED BY OWNER ST-1 WB-1 RUBBER WALL BASE TBD PA-1 PLASTER WALL TBD EXISTING FLOORING TO BE REMOVED AND PREPARE FOR NEW FINISH. PATCH & REPAIR AS REQUIRED. ALL WALL TO BE PRIMED AND PREPARED FOR PAINT. PROVIDE MIN. (2) COATS OF PRIMER PRIOR TO FINAL COLOR. PATCH AND REPAIR AS REQUIRED EXISTING SINKS TO BE REMOVED. CAP EXISTING PLUMBING LINE EXISTING MILLWORK TO BE REMOVED. PATCH EXISTING FLOOR SUBSTRATE TO RECEIVE NEW FINISH. EXISTING REFRIGERATORS TO BE REMOVED. EXISTING RAISED PLATFORM TO BE DEMOLISHED AND PREPARE FOR NEW FINISH. PATCH & REPAIR AS REQUIRED. EXISTING WALL TILE TO BE REMOVED EXISTING MECHANICAL UNITES TO BE REMOVED EXISTING PLUMBING FIXTURE TO BE REMOVED. CAP FOR NEW REPLACEMENT IN-KIND. VIVID ARC TELEPHONE NUMBER: 551.206.6196 E-MAIL ADDRESS: arlenis@vivid-arc.com WEBSITE: vivid-arc.com NOT VALID FOR CONSTRUCTION UNLESS SIGNED AND SEALED BY ARCHITECT ARCHITECT OF RECORD: These construction drawings are in the exclusive use of the particular project they illustrate. Vivid Arc, LLC retains ownership of this document and is the sole authority to authorize its reproduction or other use. DATE DRN CHK DESCRIPTION PROJ. NO.: SCALE DWG. NAME: DWG. NO: SHEET NO. OF PLOT DATE 10/10/25 SW AD PERMIT SET ARLENIS DOMINGUEZ NY LIC. NUMBER: 043511 As indicated MINDSET DISPENSARY 370 S Riverside Ave, Croton On Hudson, NY Best Dispensary Near Me Bay Street LLC A-100 PROPOSED AND FINISH FLOOR PLAN 1/8" = 1'-0" PROPOSED FLOOR PLAN DEMOLITION NOTES DEMOLITON KEYNOTES 1. DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING FIELD CONDITIONS SO AS TO FAMILIARIZE THEMSELVES WITH OVERALL SCOPE OF THE PROJECT TO PRODUCE THE FINAL RESULT INTENDED IN THE CONTRACT DRAWING 2. BEFORE WORK IS BEGUN, IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE ALL BARRICADES, FENCES, TEMPORARY BRACING, SUPPORTS, SHORING OR OTHER SAFETY MEASURES TO EXISTING STRUCTURE AS REQUIRED, TO INSURE COMPLETE SAFETY DURING THIS WORK. SUCH PROTECTIVE DEVISES MUST BE MAINTAINED FOR THE DURATION OF THE WORK AND COMPLETELY REMOVED UPON COMPLETION OF THE CONTRACT BY THE CONTRACTOR.. 3. DEMOLITION CONTRACTOR SHALL INCLUDE COMPLETE REMOVAL OF ALL MATERIALS AND DEBRIS FROM SITE, LEAVING THE AREA CLEAR AND CLEAN FOR THE NEW CONSTRUCTION. ALL WORK DEMOLISHED AND THE DEBRIS RESULTING THEREFROM, BECOMES THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PROPERTY AT FREQUENT INTERVALS. CONTRACTOR MUST PROVIDE ALL BARRICADES AND PROTECTION AS REQUIRED TO INSURE SAFETY. 4. CONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS, STANDARDS AND GOOD PRACTICE. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK HOURS & THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY & HOLD THE ARCHITECT OR ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 5. UTILITIES SERVING THE EXISTING BUILDING MUST BE SAFEGUARDED AGAINST DAMAGE THROUGHOUT THE DEMOLITION WORK. 6. CONTRACTOR TO PROVIDE ALL TEMPORARY BRACING, SUPPORTS, AND SHORING TO EXISTING STRUCTURE AS REQUIRED DURING ERECTION & IN ACCORDANCE WITH THE REQUIREMENTS OF THE CODE OF STANDARD PRACTICE, LATEST EDITION, OF AISC. THE BRACING SHALL BE DESIGNED TO TAKE CARE OF ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECT TO INCLUDING EQUIPMENT AND THE OPERATION OF THE SAME. SUCH BRACING SHALL BE LEFT IN PLACE UNTIL THE ENTIRE STRUCTURE FUNCTIONS AS A UNIT OR LONGER IF REQUIRED FOR SAFETY. 7. DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS & RELATED FEES. 1/8" = 1'-0" FINISH/FURNITURE FLOOR PLAN 1/2" = 1'-0" ENLG. KITCHENETTE PLAN FINISH LEGEND: 1/2" = 1'-0" ENLG.CHECK IN DESK PLAN FINISH SCHEDULE: 1/8" = 1'-0" DEMOLITION FLOOR PLAN HAZARDOUS MATERIALS: 1. IF THE PRESENCE OF UNANTICIPATED HAZARDOUS MATERIALS IS ASCERTAINED OR SUSPECTED DURING CONSTRUCTION, IMMEDIATELY CEASE WORK IN THE IMMEDIATE AREA OF THE MATERIALS ENCOUNTERED. CONTACT THE OWNER PRIOR TO ARRANGING TO HAVE THE TOXICITY AND EXTENT OF THE MATERIALS TESTED. A DETERMINATION BY THE OWNER AND THEIR CONSULTANT(S) WILL BE MADE AS TO THE PREFERRED METHOD OF ISOLATING, REMOVING AND DISPOSING OF THE HAZARDOUS MATERIAL. # Date DRN CHK Description GFCI GFCI U.C. Refr. TV HDMI TV TV TV HDMI LED LIGHT STRIP BELOW EACH WALL SHELF SEE ELEVATION 2X4 ACT 8'-10" SALES AREA 2X4 ACT 7'-8" OFFICE/ LACTATION MESH ACT 8'-10" VAULT 2X4 ACT 7'-9.5" BREAKROOM E.T.R. 7'-9.5" EX. TOILET ROOM 2X4 ACT 7'-9.5" IT ROOM MESH ACT 8'-10" VAULT OFFICE/ LACTATION VAULT BREAKROOM IT ROOM SALES AREA ATM POS AREA IT RACK A CR P CR CR CR W M P P P P CR M CR M P P P CR 8" MAX. 8" MAX. 1/4" MAX. RIVET ATTACHMENT NOT ATTACHED NOTE: 1. ATTACH ALONG STARTING WALL AND ONE ADJACENT WALL. 2. OPPOSITE WALLS ARE NOT ATTACHED. 7'-10-1/2" 5/8" GYPSUM BD. ON METAL STUDS @ 16" O.C METAL STUDS TO ABOVE STRUCTURE CORNER BEAD (TYP.) 5/8" GYPSUM BD. ON METAL STUDS @ 16" O.C EXISTING EXTERIOR WALL 0' - 11 25/32" 8 GA WIRE HANGER TO STRUCT ABOVE 1" CARRYING CHANNEL 4'-6" O.C. (16 GA) WIRE CLIP MTL. FURRING CHANNEL 16" O.C. 5/8" GYP. BD. 2" 2" NOTE: HANGER WIRES "N" & "S" ARE IN THE SAME VERTICAL PLANE AS THE MAIN RUNNER. HANGER WIRES "E" & "W" ARE IN VERTICAL PLANES PERPENDICULAR TO THE MAIN RUNNER. TYPICAL BRACING POINT SHALL BE AT 12 FT. O.C. EACH WAY WITH THE FIRST POINT WITHIN 4 FT FROM EACH WALL. INSTALL PER ASTM C635 AND C636. N E S W MAIN RUNNER W P CR M A ICON DESCRIPTIONS CCTV SINGLE CCTV FISHEYE WINDOW BREAK ALARM PANEL MOTION SENSOR CARD READER/ ACCESS PANIC BUTTONS VIVID ARC TELEPHONE NUMBER: 551.206.6196 E-MAIL ADDRESS: arlenis@vivid-arc.com WEBSITE: vivid-arc.com NOT VALID FOR CONSTRUCTION UNLESS SIGNED AND SEALED BY ARCHITECT ARCHITECT OF RECORD: These construction drawings are in the exclusive use of the particular project they illustrate. Vivid Arc, LLC retains ownership of this document and is the sole authority to authorize its reproduction or other use. DATE DRN CHK DESCRIPTION PROJ. NO.: SCALE DWG. NAME: DWG. NO: SHEET NO. OF PLOT DATE 10/10/25 SW AD PERMIT SET ARLENIS DOMINGUEZ NY LIC. NUMBER: 043511 As indicated MINDSET DISPENSARY 370 S Riverside Ave, Croton On Hudson, NY Best Dispensary Near Me Bay Street LLC A-200 PROPOSED REFLECTIVE CEILING PLAN AND SECURITY PLAN 1. ALL ELECTRICAL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, LATEST EDITION, NEW JERSEY UNIFORM CONSTRUCTION CODE, NEW JERSEY UNIFORM FIRE CODE, AND ELECTRIC UTILITY COMPANY REQUIREMENTS. 2. ALL ELECTRICAL WORK IS TO BE PERFORMED BY AN ELECTRICAL CONTRACTOR LICENSED IN THE STATE OF NEW JERSEY. 3. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS AS WELL AS SCHEDULING AND OBTAINING ALL NECESSARY INSPECTIONS OF THE WORK BY LOCAL AUTHORITIES HAVING JURISDICTION. 4. COORDINATE LAYOUT OF ELECTRICAL SERVICE EQUIPMENT WITH G.C. AND TELEPHONE/ CABLE TV UTILITIES PRIOR TO INSTALLATION TO COORDINATE ARRANGEMENT OF EQUIPMENT ON PANEL. 5. SCOPE OF WORK: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING SERVICE TO THE BUILDING, PROVIDING AND INSTALLING SERVICE ENTRANCE EQUIPMENT, FEEDERS 6. ALL ELECTRICAL FIXTURES AND EQUIPMENT ARE TO BE AS CHOSEN BY THE OWNER. 7. ALL WIRING IS TO BE RUN CONCEALED IN WALL, FLOOR OR CEILING CONSTRUCTION. FIRE CAULK AND SEAL ALL WIRE PENETRATIONS THROUGH FIRE RATED PARTITIONS OR FLOOR-CEILING ASSEMBLIES. 8. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING ALL ELECTRICAL WORK IN THE DWELLING UNITS, AND VERIFYING THE CONTINUITY AND GROUNDING OF EACH BRANCH CIRCUIT AND THE PROPER OPERATION OF ALL DEVICES. 9. PROVIDE GROUNDING FOR SERVICE ENTRANCE AS PER NEC SECTION 250, UTILIZING DRIVEN GROUND ROD. 10. ALL TELEPHONE AND CABLE WIRES TO BE BROUGHT TO CENTRAL PHONE ROOM WITH HOMERUN. 11. ALL INTERIOR WIRING IS TO BE METALLIC SHEATHED CABLE WITH INSULATED COPPER WIRE. ALL EXTERIOR AND SERVICE ENTRANCE WIRING IS TO BE RUN IN NON-METALLIC CONDUIT OR EMT. 12. ALL PENETRATIONS THROUGH FLOOR ASSEMBLIES, CORRIDOR WALLS AND OTHER SIMILAR FIRE- RATED PARTITIONS SHALL RECEIVE CODE COMPLIANT FIRESTOPPING TO MAINTAIN FIRE RATING OF ASSEMBLY PENETRATED. PENETRATIONS OF CONDUITS 2" DIA. OR GREATER SHALL BE INSTALLED WITH FIRESTOP COLLARS. 13. ONLY PRE-WIRE JUNCTION BOXES FOR VISUAL ALARM INDICATING DEVICES WITHIN APARTMENT UNITS. ELECTRICAL NOTES 14. ALL OUTLET, JUNCTION AND DEVICE BOXES SHALL NOT BE INSTALLED BACK- TO-BACK ON FIRE-RATED WALLS AND SHALL BE SPACED A MINIMUM OF 24." OTHERWISE, ELECTRICAL CONTRACTOR TO PROVIDE CODE COMPLIANT 3M FIRE BARRIER MOLDABLE PUTTY AT EACH OUTLET WHEN INSTALLED BACK- TO-BACK ON FIRE-RATED WALLS. 15. ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRIC CODE, AND ALL LOCAL CODES. G.C. TO PROVIDE NBFU CERTIFICATE AT THE COMPLETION OF THE WORK. 16. G.C. SHALL VERIFY THE CONDITIONS AND ABILITY OF EXISTING ELECTRICAL SYSTEM TO MEET THE DEMANDS OF THE NEW WORK PRIOR TO CONSTRUCTION. ANY REQUIRED UPGRADE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO THE CONTRACT AND COMMENCEMENT OF WORK. 17. ALL EXISTING AND NEW WIRING SHALL BE COPPER. 18. ALL NEW ELECTRICAL SWITCHES AND OUTLETS SHALL BE COORDINATED WITH AV CONSULTANT. COLOR TO BE SELECTED BY OWNER. 19. PROVIDE ALL SMOKE DETECTORS AS REQUIRED BY CODE. DETECTORS SHALL BE PHOTO ELECTRIC OR IONIZATION TYPE. SMOKE DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE DEVICE SHALL ACTIVATE ALL DEVICES. POWER SUPPLY- SMOKE DETECTORS SHALL BE HARD WIRED TO ELECTRIC SERVICE PANEL, WITH NO INTERVENING SWITCHES. SMOKE DETECTORS SHALL BE PROVIDED WITH A BATTERY BACK-UP. 1/8" = 1'-0" PROPOSED REFLECTED CEILING PLAN 1/8" = 1'-0" SECURITY FLOOR PLAN 3/32" = 1'-0" DRYWALL SUSPENSION SYSTEM DETAIL @ VAULT CEILING 1 1/2" = 1'-0" TYP.CEILING GRID DETAIL 1 1/2" = 1'-0" TYP. SOFFIT DETAIL 1 1/2" = 1'-0" TYP. GYP. BD. CLG. DET. 1 1/2" = 1'-0" TYP.SEISMIC CEILING DET 1/8" = 1'-0" EXISTING AND DEMOLITION REFLECTIVE CEILING PLAN # Date DRN CHK Description SIGNAGE 5' - 6" 2' - 6" ATM ADA 3' - 6" 1' - 0" 1' - 0" 1' - 0" LED STRIP ABOVE KICK BASE LED STRIP UNDER EACH SHELF WP-1 PT-2 PT-2 WB-1 RUBBER BASE DISPLAY SCREEN DISPLAY SCREEN SILL HEIGHT 3' - 0" 4' - 0" 3' - 0" COIL BOX TO BE MOUNTED BEHIND WALL FOR ROLL UP SHUTTER PROVIDE 36"X48" MINI ROLL UP SHUTTER EX40 WITH BOTTOM LOCKING BAR BY DYNAMIC CLOSURES 3' - 0" 2' - 6" DISPLAY SCREEN 2' - 4" 0' - 4" 2' - 4" 2' - 4" 7' - 4" 0' - 4" 1' - 2" 4' - 0" 4' - 0" 3' - 10" 4' - 0" A-300 3' - 0" WP-1 WP-1 4' - 0" PT-2 WP-1 PT-2 APPLY MIRROR FILM ON STOREFRONT WINDOW, TYP. 1" GLASS SHELF, TYP., SECURE TO MILLWORK WITH BRACKET PT-2 2' - 0" 2' - 0" 2' - 6" V.I.F. FILLER UNDER COUNTER FRIDGE PANEL 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 1' - 0" FILLER 0' - 2" 2' - 0 1/4" 2' - 10" 1' - 6" 2' - 6" 0' - 11 1/2" 2' - 4 31/32" 0' - 3" 0' - 4" 2' - 10" 1' - 8 1/32" ADJUSTABLE SHELF ON FULLY RECESSED METAL SHELF SUPPORT CLIPS & METAL STANDARDS - TYPICAL INTERIOR TO BE WHITE MELAMINE DOOR CONSTRUCTION: PLASTIC LAMINATE (PL-3) BOTH SIDES ON 3/4" MILLWORK GRADE PARTICLE BOARD MOCKET DP 138, FINISH: MATTE CHROME TYPICAL FOR ALL UPPER CABINETS 2' - 0" 0' - 0 3/4" 0' - 4" 1' - 10 1/2" 0' - 6" 0' - 1 1/2" 4" HIGH SOLID SURFACE 'ST-2' BACKSPLASH COUNTERTOPS SHALL BE 'ST-2' WITH 1-1/2" BUILT-UP EDGE DRAWER FACE: PLASTIC LAMINATE 'PL-S' ON 3/4" MILLWORK GRADE PARTICLE BOARD. DRAWER BOX: INTERIOR PL-3. OVER 1/2" MILLWORK PART. BD. MOCKET DP 137, FINSIH: MATTE CHROME TYP. FOR ALL CABINET DRAWERS MOCKET DP 138, FINSIH: MATTE CHROME TYP. FOR ALL CABINET DOORS ADJUSTABLE SHELF ON METAL SHELF SUPPORT CLIPS & METAL STANDARDS DOOR CONSTRUCTION: PLASTIC LAMINATE BOTH SIDES OF DOOR ON 3/4" MILLWORK GRADE PARTICLE BOARD BASE AS SCHEDULED 2" BRACING @ 16" O.C. WOOD BLOCKING AS REQ'D 1' - 9" 0' - 3" 2' - 0" 0' - 0 3/4" 0' - 5 1/2" 0' - 1 1/2" 0' - 8" 1' - 6" MIN. 0' - 9" 0' - 4" 2' - 10" COUNTERTOPS SHALL BE 'ST-2' WITH 1-1/2" BUILT-UP EDGE FIXED FASCIA CONSTRUCTION: PLASTIC LAMINATE ON 3/4" MILLWORK GRADE PARTICLE BOARD 3/4" MILLWORK GRADE PARTICLE BOARD PLASTIC LAMINATE PANEL TO BE REMOVABLE TO SERVICE PLUMBING BOTTOM SUPPORT BRACKET BASE - AS SCHEDULED 21' - 11 1/2" DOOR PANEL 0' - 9 1/2" 4' - 0" 2' - 0" 4' - 0" 2' - 0" 4' - 0" 2' - 0" 10' - 10 1/2" 3' - 0" 1' - 2" 1" OVER HUNG PASS THROUGH WINDOW 2' - 11" 6' - 6" 6' - 5 1/2" 6' - 6" 5' - 5" 1' - 4" ADA ADA 19' - 5 1/2" 30"X52" ADA CLERANCE 2' - 2" 3' - 7" 1' - 2" 1' - 0" STEEL SUPPORT. MECHANICALLY FASTENED TO WOOD STUD. MIDSPAN BRACING EXISTING WALL 1" GLASS SHELF VIVID ARC TELEPHONE NUMBER: 551.206.6196 E-MAIL ADDRESS: arlenis@vivid-arc.com WEBSITE: vivid-arc.com NOT VALID FOR CONSTRUCTION UNLESS SIGNED AND SEALED BY ARCHITECT ARCHITECT OF RECORD: These construction drawings are in the exclusive use of the particular project they illustrate. Vivid Arc, LLC retains ownership of this document and is the sole authority to authorize its reproduction or other use. DATE DRN CHK DESCRIPTION PROJ. NO.: SCALE DWG. NAME: DWG. NO: SHEET NO. OF PLOT DATE 10/10/25 SW AD PERMIT SET ARLENIS DOMINGUEZ NY LIC. NUMBER: 043511 As indicated MINDSET DISPENSARY 370 S Riverside Ave, Croton On Hudson, NY Best Dispensary Near Me Bay Street LLC A-300 PROPOSED ELEVATIONS AND SECTIONS 3/8" = 1'-0" POS ELEVATION 3/8" = 1'-0" DISPLAY SHELF ELEVATION 3/8" = 1'-0" Elevation 2 - c 1" = 1'-0" MILLWORK SECTION @ CABINETS 1" = 1'-0" MILLWORK SECTION @ SINK 3/8" = 1'-0" ENLARGED POS COUNTER PLAN 1" = 1'-0" Section 1 # Date DRN CHK Description A HOLLOW METAL DOOR WITH HOLLOW METAL FRAME B HOLLOW METAL DOOR WITH HOLLOW METAL FRAME WITH KICKPLATE KICKPLATE IF SPECIFIED VIVID ARC TELEPHONE NUMBER: 551.206.6196 E-MAIL ADDRESS: arlenis@vivid-arc.com WEBSITE: vivid-arc.com NOT VALID FOR CONSTRUCTION UNLESS SIGNED AND SEALED BY ARCHITECT ARCHITECT OF RECORD: These construction drawings are in the exclusive use of the particular project they illustrate. Vivid Arc, LLC retains ownership of this document and is the sole authority to authorize its reproduction or other use. DATE DRN CHK DESCRIPTION PROJ. NO.: SCALE DWG. NAME: DWG. NO: SHEET NO. OF PLOT DATE 10/10/25 SW AD PERMIT SET ARLENIS DOMINGUEZ NY LIC. NUMBER: 043511 As indicated MINDSET DISPENSARY 370 S Riverside Ave, Croton On Hudson, NY Best Dispensary Near Me Bay Street LLC A-700 DOOR SCHEDULE AND PENETRATION DETAILS Mark Width Height TYPE 3' - 0" 7' - 0" A 3' - 0" 7' - 0" B 3' - 0" 7' - 0" B 2' - 6" 7' - 0" A DOOR SCHEDULE: DOOR TYPE: 3" = 1'-0" DOOR HEADER INTERIOR PENETRATION DETAILS: # Date DRN CHK Description