SYSTEM MOOD MEDIA/PANDORA
T: 980.430.2391
CONTACT: VLAD TOLONTAN
EMAIL: V.TOLONTAN@MOODMEDIA.COM
TRAFFIC COUNTING DEVICE TRAFSYS
T: 412.428.0126
CONTACT: PETER BLAKE
SIGN G.C. TO COORDINATE WITH LOCAL VENDOR.
T: TBD CONTACT: TBD EMAIL: TBD
PHONE & DATA THE ACCESS PARTNERSHIP, LP -LL REQ.
T: 512.476.8675x115
CONTACT: MONICA HARRIS
EMAIL: MONICA@ACCESS-LP.COM
FLOORING
PIONEER MILLWORKS
T: 800.951.WOOD CONTACT: JERED SLUSSER
EMAIL: JERED@PIONEERMILLWORKS.COM
ACCESS CONTROL & DOOR KEYS
INSTAKEY
T: 303.761.9999x102
CONTACT: SONDRA MICHELIN
EMAIL: PETE@TRAFSYS.COM STOCKROOM SHELVING MOBILE MEDIA, INC T: 845.744.8080x212 CONTACT: AMY PERRILLO EMAIL: AP@MOBILEMEDIASTORAGE.COM
EMAIL: SMICHELIN@INSTAKEY.COM; DRMARTENS@INSTAKEY.COM
LANDLORD TAUBMAN CENTERS INC. 200 E. LONG LAKE RD., SUITE 300 BLOOMFIELD HILLS, MI 48304 T: 248.258.7462 CONTACT: STEPHANIE BESSETTE EMAIL: SBESSETTE@TAUBMAN.COM MALL CONTACT CHERRY CREEK 3000 EAST 1ST AVE DENVER, CO 80206 T: 303.210.9929 CONTACT: NATHAN FACKRELL EMAIL: NFACKFRELL@TAUBMAN.COM TENANT DR. MARTENS AIRWAIR USA LLC 10 NW 10TH AVE PORTLAND, OR 97209 T: 503.417.7070 CONTACT: MEREDITH DEL ROSSI EMAIL:MEREDITH.DELROSSI@DRMARTENS.COM CONTACT: ERIC WALD EMAIL:ERICWALD@DRMARTENS.COM ARCHITECT ROBERT G. LYON & ASSOCIATES, INC. 5100 RIVER ROAD, SUITE 125 SCHILLER PARK, IL 60176 CONTACT: JOSEPH GEOGHEGAN PLEASE CONTACT PROJECT COORDINATOR FOR ALL INQUIRIES. PROJECT COORDINATOR RGLA SOLUTIONS, INC. 5100 RIVER ROAD, SUITE 125 SCHILLER PARK, IL 60176 T: 847.916.2745 CONTACT: TIM KUHN EMAIL: TKUHN@RGLA.COM MEP ENGINEER KLH ENGINEERS, PSC 1538 ALEXANDRIA PIKE SUITE 11 FORT THOMAS, KY 41075 T: 859.547.0128 CONTACT: MAX NEVERMANN EMAIL: MNEVERMANN@KLHENGRS.COM MILLWORK/FIXTURES MARKETCRAFT T: 503.789.6174 CONTACT: PATTY HOLLAND EMAIL: PATTY@MARKETCRAFT.COM LIGHTING CONNEXIONES T: 312.296.9281 CONTACT: GREG NEIKRUG EMAIL: GREG.NEIKRUG@CONNEXIONES.COM CCTV & BURGLAR ALARM UAS T: 800.421.6661x1527 CONTACT:DAVID HULMES EMAIL:
MUSIC
DAVID.HULMES@UAS.COM
ENTRY EXIT #1 19 OCCUPANTS x0.2 PERSON = 3.8" REQUIRED. 32" MIN. WIDTH PROVIDED 6'-0"W 7'-0"H OPENING PROVIDED. N ENTRY EXIT #2 19 OCCUPANTS x0.2 PERSON = 3.8" REQUIRED. 32" MIN. WIDTH PROVIDED 3'-0"W 7'-0"H OPENING PROVIDED. 6'01/2" 3'-8" 3'-0" CHERRY CREEK N PROPOSED DR. MARTENS AIRWAIR RETAIL SPACE #193 LOCATION OF PUBLIC RESTROOMS N rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com SHEET NAME JOB NUMBER CHECKED BY DRAWN BY THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 2020 RGLA SOLUTIONS, INC. 2020 ROBERT G. LYON & ASSOCIATES, INC. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com G0.0 TK ZM 22489 COVERSHEET DR. MARTENS AIRWAIR#TBD CHERRY CREEK 3000 EAST 1STAVE SPACE #193 DENVER, CO 80206 SCOPE OF WORK STATEMENT THE INTENT OF THE SCOPE CONTAINED WITHIN THESE DOCUMENTS RELATES TO THE INTERIOR REMODEL BUILD-OUT OF A MERCANTILE/INTERIOR SPACE CONTAINED WITHIN AN EXISTING SHOPPING CENTER. PROPOSED WORK INCLUDES CONSTRUCTION AND INSTALLATION OF NEW NON-LOAD BEARING PARTITIONS, FIXTURES, FINISHES, LIGHTING, MECHANICAL AND STOREFRONT WORK. SCOPE OF WORK STATEMENTSCALE NONE PROJECT CONTACTSSCALE NONE GENERAL NOTESSCALE NONE MALL KEY PLANSCALE NONE CODE AND BUILDING SUMMARYSCALE NONE DRAWING INDEXSCALE NONE VENDOR CONTACTSSCALE NONE ARCHITECTURAL G0.0COVER SHEET G1.1SPECIFICATIONS G1.2DIVISION OF WORK, DOOR SCHEDULE, ABBREVIATIONS SYMBOL LEGEND HC1.1ACCESSIBILITY DETAILS D1.1DEMOLITION PLANS A1.1CONSTRUCTION PLAN A1.2CONSTRUCTION DETAILS A2.1REFLECTED CEILING PLAN & LIGHT FIXTURE SCHEDULE A3.1FINISH PLAN & FINISH SCHEDULE A4.1FIXTURE PLAN & FIXTURE SCHEDULE A5.1INTERIOR ELEVATIONS WALL COVERING FINSIHES A6.1STOREFRONT ELEVATION AND DETAILS A6.2STOREFRONT SECTIONS ELECTRICAL E1-0ELECTRIC SCHEDULES LEGENDS E2-0ELECTRIC LIGHTING PLAN E3-0ELECTRIC POWER PLAN E4-0PANEL SCHEDULES & RISER DIAGRAM E5-0ELECTRIC SPECIFICATIONS E6-0ENERGY FORMS MECHANICAL M1-0MECHANICAL NOTES & LEGENDS M2-0MECHANICAL FLOOR PLAN M3-0MECHANICAL DETAILS M4-0MECHANICAL SPECIFICATIONS CERTIFICATION STATEMENTSCALE NONE TOTAL OCCUPANCY: 19 PERSONS TOTAL:851 SQ. FT./300 SQ.FT. PER PERSON =3 STOCKROOM800 SQ. FT. RESTROOMS51 SQ. FT. CORRIDORSN/A SQ. FT. FITTING ROOMN/A NON-MERCANTILE AREA: MERCANTILE AREA:910 SQ.FT./60 SQ.FT. PER PERSON =16 GROSS AREA:1,761 SQ.FT. OCCUPANCY LOAD CALCULATIONS: ENERGY CONSERVATION:2018 INTERNATIONAL ENERGY COSERVATION CODE ACCESSIBILITY:2018 INTERNATIONAL BUILDING CODE FIRE/LIFE SAFTEY:2018 INTERNATIONAL FIRE CODE W/DENVER AMENDMENTS ELECTRICAL:2020 NATIONAL ELECTRICAL CODE PLUMBING:2018 INTERNATIONAL PLUMBING CODE W/DENVER AMENDMENTS MECHANICAL:2018 INTERNATIONAL MECHANICAL CODE W/DENVER AMENDMENTS BUILDING:2018 INTERNATIONAL BUILDING CODE W/DENVER AMENDMENTS APPLICABLE CODES TOTAL NUMBER OF EMPLOYEES:LESS THAN 4 EMPLOYEES AT A GIVEN TIME DISTANCE TO PUBLIC FACILITIES:LESS THAN 300'-0" 1 PROVIDED SERVICE SINK:IBC TABLE 2902.1 0 REQUIRED 0 PROVIDED (HI-LO) DRINKING FOUNTAIN:IBC TABLE 2902.1 0 REQUIRED 1 PROVIDED0 PROVIDED0 PROVIDED TOILETS:IBC TABLE 2902.1 1 REQUIRED0 REQUIRED0 REQUIRED 1 PROVIDED0 PROVIDED0 PROVIDED LAVATORIESIBC TABLE 2902.1 1 REQUIRED0 REQUIRED0 REQUIRED UNISEXMALEFEMALE REQUIRED PLUMBING FIXTURES 6'-0" PROVIDED EXIT WIDTH:LSC 9.2" REQUIRED 1 PROVIDED NUMBER OF EXITS:LSC 1 REQUIRED OCCUPANT LOAD: 17 PERSONS TENANT AREA:LSC/IBC SECTIONS 507.41,621 SQ.FT. AREA OF WORK SEISMIC CATEGORY:I FIRE SPRINKLERS:LSC/IFC SECTIONS 903.2.7FULLY SPRINKLERED CONSTRUCTION TYPE:IBC TABLE 601TYPE I-A (EXIST. NO CHANGE) NUMBER OF LEVELS:LOCATED ON 2 OF 3 LEVELS USE GROUP:IBC CH 3, SECTION 309M (MERCANTILE) DESCRIPTIONCODE SECTIONREQUIREMENTS BUILDING REQUIREMENTS HEREBY CERTIFY THAT AM A LICENSED ARCHITECT IN THE STATE OF COLORADO, THESE PLANS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE THEY CONFORM TO THE CODES AND ORDINANCES OF DENVER, COLORADO. JOSEPH GEOGHEGAN LICENSE #ARC-303820 LICENSE EXPIRES 10/31/2023 EGRESS PLANSCALE 1/8"=1'0" 1. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE EQUIRED GOVERNING AGENCIES BEFORE BUILDINGS ARE OCCUPIED. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND OBTAIN ALL INSPECTIONS AND LICENSES AND PAY REQUIRE FEES. 3. CONTRACTOR SHALL INVESTIGATE LOCAL CODES AND PROCEDURES AND SHALL COMPLY WITH ALL REQUIREMENTS. 4. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. 5. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE PROJECT MANAGER'S ATTENTION IMMEDIATELY. 6. G.C. SHALL INSPECT SITE & VERIFY FIELD DIMENSION BEFORE COMMENCING CONSTRUCTION. NOTIFY ARCHITECT AND OWNER IMMEDIATELY IF THERE ARE ANY SIGNIFICANT DISCREPANCIES. 7. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF EXTERIOR MASONRY, CONCRETE COLUMN OR GRID LINES AND FACE O GYP. BD. UNLESS OTHERWISE NOTED OR DETAILED. 8. GRILLS, DIFFUSERS, METAL TRIM AND OTHER ACCESSORIES SHALL COME FACTORY FINISHED. IF THEY COME OTHERWISE, G.C. TO VERIFY FINISH WITH PROJECT MANAGER. 9. CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND TO RESTORE ANY AMAGED OR AFFECTED SURFACES RESULTING FROM THE WORK OF THIS CONTRACT TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER. ALL ROOF PATCHING AND REPAIRS SHALL RETURN AREA TO "LIKE NEW" CONDITION SHALL BE WATER TIGHT. ALL ROOF WORK MUST BE PERFORMED BY THE LANDLORD REQUIRED CONTRACTOR AT TENANT EXPENSE. 10. GENERAL CONTRACTOR SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. DISCREPANCIES, IF ANY, HALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. 11. ALL SUBSTITUTIONS MUST BE SUBMITTED TO THE BID ADMINISTRATOR FOR APPROVAL DURING THE BIDDING PROCESS. 12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ARRIVAL AND STORAGE OF ANY AND ALL SPECIFIED FINISH MATERIALS, EQUIPMENT, LIGHT FIXTURES AND ANY OTHER SUCH MATERIAL(S) THAT THEY ARE RESPONSIBLE FOR PROVIDING TO BE UTILIZED ON THIS PROJECT. THE GENERAL CONTRACTOR SHALL NOTIFY THE OWNER THE ARCHITECT IN WRITING WITHIN 10 DAYS OF DATE OF CONTRACT OF THOSE SPECIFIED ITEMS THAT MAY NOT BE READILY AVAILABLE. IF NOTIFICATION IS NOT RECEIVED BY THE ARCHITECT OWNER, THE CONTRACTOR ACCEPTS RESPONSIBILITY FOR THE PROPER ORDERING AND FOLLOW-UP OF SPECIFIED ITEMS AND WILL PURSUE WHATEVER MEANS NECESSARY AT NO ADDITIONAL COST TO THE OWNER TO ASSURE AVAILABILITY OF ALL SPECIFIED ITEMS SO AS NOT TO CREATE HARDSHIP ON THE OWNER & NOT DELAY PROGRESS OF THE WORK. NO EXTENSION OF TIME TO THE CONTRACT WILL BE ALLOWED. 13. MECHANICAL CONTRACTOR SHALL VERIFY EXACT DIMENSIONS WITH EQUIPMENT MANUFACTURERS. MECHANICAL CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF DUCT OPENINGS BEFORE INSTALLATION AND VERIFY DISCREPANCIES WITH THE PROJECT MANAGER, IF ANY. 14. FOR SIZE AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL DUCT WORK, REFER TO MECHANICAL DRAWINGS. 15. ALL EXTERIOR WALL OPENINGS, FLASHINGS, COUNTER FLASHINGS, COPING AND EXPANSION JOINTS SHALL BE WATERPROOF. 16. CAULKING AND SEALANTS: ALL OPEN JOINTS, PENETRATIONS AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED, OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE AND MEET CODE REQUIREMENT. 17. GENERAL CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE CONCLUSION OF HIS WORK ON DAILY BASIS. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING OWNER FURNISHED ITEMS AND TRASH GENERATED BY OWNER'S CONTRACTORS FOR THE DURATION OF THE PROJECT. 18. SAFETY: ALL CONDUCT, WORK, EQUIPMENT AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST SAFETY RULES AND REGULATIONS OF ALL AUTHORITIES AND AGENCIES HAVING JURISDICTION 19. PRODUCTS CONTAINING ASBESTOS OR ANY OTHER HAZARDOUS MATERIAL SHALL NOT BE SPECIFIED OR USED DURING THE CONSTRUCTION OF THIS STORE. ANY MATERIALS FOUND TO BE DEFECTIVE OR IN VIOLATION OF CODE SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER. 20. WORK COMPLETED BY OTHERS SHALL BE PROTECTED. IF OTHER TRADES CAUSE ANY DAMAGE IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THE SAID TRADE TO COORDINATE REPAIRS WITH NO ADDITIONAL COST OR SCHEDULE CHANGES TO THE OWNER. 21. FOR THE PURPOSE OF BIDDING, PROPRIETARY NAMES DENTIFYING ITEMS OF WORK ARE USED SOLELY TO DESCRIB THE STANDARD OF THE PROJECT OR THE COLOR OF THE FINISH, UNLESS THE ITEMS OF WORK ARE EXPLICITLY NOTED AS NOT HAVING AN EQUAL. 22. THE CONTRACTOR SHALL REMEDY, WITHOUT COST TO TH OWNER, ANY DEFECTS DUE TO FAULTY WORKMANSHIP. 23. THE G.C. IS RESPONSIBLE FOR ALL TEMPORARY POWER AS NECESSARY. 24. THE G.C. SHALL PROVIDE AN ON-SITE SUPERINTENDEN FOR THE DURATION OF THE CONSTRUCTION PROJECT. 25. THE G.C. SHALL LEAVE NO GAPS AND FILL SOLID TO PIPING AND DUCTWORK TO MAINTAIN THE STRUCTURAL INTEGRITY OF DEMISING WALLS AND MAINTAIN THE MINIMUM FIRE RATING. 26. ALL PAINT SHALL BE AS SPECIFIED, FURNISHED, AND INSTALLED BY G.C. EXCEPT WHERE OTHERWISE SPECIFIED TO BE BY FIXTURE CONTRACTOR OR OWNER. 27. ALL WORK, MATERIALS, AND EQUIPMENT SHALL BE GUARANTEED FOR MINIMUM PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. THE G.C. SHALL PROVIDE THE OWNER WITH ALL EQUIPMENT MANUALS, WARRANTIES AND OPERATING INSTRUCTIONS UPON FINAL ACCEPTANCE. 28. THE G.C. SHALL BE RESPONSIBLE FOR COORDINATING WITH OWNER ON ALL WORK TO BE PERFORMED BY THE OWNER ANY POTENTIAL CONFLICTS OR DELAYS CAUSED BY THE OWNER'S SUBCONTRACTORS MUST BE DOCUMENTED IN WRITING TO THE PROJECT MANAGER BEFORE THE DELAY IS ACTUALLY INCURRED FOR IT TO BE CONSIDERED. OTHERWISE THE G.C. WILL BE RESPONSIBLE FOR MEETING THE SCHEDULE AS OUTLINED IN THE CONTRACT. 29. THE G.C. SHALL SUPPLY ALL MATERIALS, LABOR AND COORDINATION REQUIRED FOR THE INSTALLATION OF ALL OWNER SUPPLIED ITEMS AS DESCRIBED IN THE DOCUMENTS. 30. THE G.C. IS RESPONSIBLE FOR ALL FLOOR AND WALL PENETRATIONS FOR ELECTRICAL AND MECHANICAL WORK. LL SUCH OPENINGS SHALL BE FRAMED AND REINFORCED. 31. THE G.C. SHALL CLEAN THE SITE OF ALL UNNECESSARY DEBRIS PRIOR TO STARTING CONSTRUCTION, AND SHALL KEEP THE SITE NEAT AND CLEAN AT ALL TIMES. THE G.C. SHALL CLEAN ALL DOORS, WINDOW GLASS, INTERIOR AND EXTERIOR WALLS, CEILING AND FLOORS, AS WELL AS ALL INSTALLED ITEMS (FIXTURES FURNITURE) BEFORE VACATING THE PREMISES AND OWNER MOVE-IN. 32. ALL EXISTING FIREPROOFING TO BE MAINTAINED. DAMAGE OR REMOVAL OF FIREPROOFING MUST BE REPAIRED OR REPLACED AT NO COST TO OWNER. VICINITY MAPSCALE NONE DR. MARTENS AIRWAIR #TBD CHERRY CREEK 3000 EAST 1ST AVE SPACE #193 DENVER, CO 80206 REVISIONS:DATE: LL & CLIENT REVIEW11/4/22 BID ISSUE11/4/22 PERMIT ISSUE11/4/22
ILLUMINATED SIGN OVER BACKWRAP
CURTAIN AND ROD GRAPHIC FRAMES WALL GRAPHICS AND ART
DOOR SCHEDULE
MARKLOCATION DOOR TYPE HARDWARE SETWIDTHHEIGHTTHICKNESSMATERIALFINISHFRAME MATERIALFRAME FINISHREMARKS
100STOREFRONT EXITAD6'-0"8'-6"3/4"LOW IRON GLASSN/AH.M.EXIST.1,2,3,4,5,7,11,15,16
101RESTROOM EXIST.BEXIST.3'-0"7'-0"2"H.M.EXIST.H.M.EXIST.3,4,5,8,12,18
HARDWARESETA(STOCKROOM)
HINGES:(11/2PAIR)HAGARBB127941/2"x41/2" FINISH:USP PANICPUSHBARDEVICE(1)DETEXV40XEBALARMEDRIMEXITPANICPUSHBAR PULLPLATE:ROCKWOOD11X70C32DOREQUAL
CLOSER:LCNRIXONMODEL#M2220,36"-FINISH:STD. SILENCERS:(3)HAGAR#307D-FINISH:BLACK
FLOORSTOP:HAGER259F-FINISH:26D
KICKPLATE:HAGER8"x32"KICKPLATEONINTERIORSIDEOFSTOCKROOMDOOR-FINISH:STAINLESSSTEEL VIEWER:(1)SECURITYPRODUCTSINC.MODEL#DS2000-DS238-AS,ULFIRERATED1HR,DOORSCOPELARGE MOUNTAT+64"AFF.
HARDWARESETB(RESTROOM)
HINGES:(11/2PAIR)HAGERBB12794"x4"OREQUAL
LOCKSET:SCHLAGEPRIVACYLOCKSETND40SF76-FINISH:SATINCHROME
SILENCERS:IVESSR64OREQUAL
CLOSERWITHHOLDOPEN:LCN-1460OREQUAL
KICKPLATE:NONE
FLOORSTOP:IVESFS17OREQUAL
AAREA
102CORRIDOR EXIT - EXIST.BEXIST.3'-0"7'-0"2"H.M.EXIST.H.M.EXIST.1,2,3,4,5,6,7,10,11,15,16 REMARKS
2. TO DETERM THE WORK OF THE CONTRAC, REVIEW ALL DRAWINGS, SPECIFICATIONS, AND CONTRACT DOCUMENTS. 3. G.C. TO CONFIRM WITH ALL OWNER VENDORS AND LOCAL JURSIDICTION WITH ANY REQUIREMENTS FOR INSTALL OF CONDUILTI, ADIDIOTNAL POWER, AND JUNCTION BOXES RELATED TO LOW VOLTAGE INSTALLATIONS.
HARDWARESETD(NEWSTOREFRONTDOOR)
TOPRAIL: (1EA.)CRLDR4SDU12S,BLACKPOWDERCOAT FINISH.
BOTTOMRAIL:(1EA.)CRLDR6SBL12SL,BLACKPOWDER COATFINISH
CLOSER:CRLJACKSONOVERHEADCONCELEDDOOR
CLOSERWIHT90DEGREEHOLDOPEN
PULLS:(2PAIR)CRL72LPPS,BLACKPOWDERCOAT FINISH
LOCKSET:(1EA.)CRLDOORRAILLONGTHROWLOCK 777SL,(1EA.)CRLMORTISEHOUSING1CHDUBLACK POWDERCOATFINISH,(1EA.)CRLMORTISETHUMBTURN CYLNDERDRA20DUBLACKPOWDERCOATFINISH, THUMBTURNONINTERIORSIDE.
DUSTPROOFSTRIKE:(2EA) CRLDUSTPROOFSTRIKE KEEPERAMR209PS(2)FORSTAYCLOSED (2)FORSTAY OPEN.DRILLANDEXPOXY,NOFACEPLATE.
A.B.ANCHOR BOLT
A.C.I.AMERICAN CONCRETE INSTITUTE
ACOUST.ACOUSTICAL
A.D.AAMERICANS WITH DISABILITIES ACT
ADH.ADHESIVE
ADJ.ADJACENT
A.F.F.ABOVE FINISHED FLOOR
AHJ.AUTHORITY HAVING JURISIDICTION
ALT.ALTERNATE
AL./ALUM.ALUMINUM
AMP.AMPERE
ANOD.ANODIZED
A.N.S.I.AMERICAN NATIONAL STANDARDS INSTITUTE
APPROX.APPROXIMATE
ARCH.ARCHITECT
A.S.T.M.AMERICAN SOCIETY FOR TESTING MATERIALS
AVG.AVERAGE
B/OBOTTOM OF BD.BOARD
BEV.BEVERAGE
BLDG.BUILDING
B.F.P.BACKFLOW PREVENTER
BLK.BLACK
BLK'G.BLOCKING
BRG.BEARING
BRKT.BRACKET
C.J.CONTROL JOINT
C.L.CENTER LINE
CLG.CEILING
CLOS.CLOSET
CLR.CLEAR
C.M.U.CONCRETE MASONRY UNIT
CNTR.COUNTER
CO.COMPANY
COL.COLUMN
CONC.CONCRETE
COND.CONDUIT
CONN.CONNECTION
CONSTR.CONSTRUCTION
CONT.CONTINUOUS
CONTR.CONTRACTOR
CORP.CORPORATE
C.T.CERAMIC TILE
C.S.I.CONSTRUCTION SPECIFICATIONS INSTITUTE
CUST.CUSTOMER
CU.CUBIC
D.DEPTH
DBL.DOUBLE
DEG.DEGREES
DIA.DIAMETER
DIM.DIMENSION
DISC.DISCONNECT
DN.DOWN
D.O.DOOR OPENING
DR.DOOR
DTL.DETAIL
DWLS.DOWELS
EA.EACH
E.I.F.S.EXTERIOR INSULATION FINISH SYSTEM
ELEC./ELECT.ELECTIC/ELECTRICAL
EL./ELEV.ELEVATION
EMPL.EMPLOYEE
ENG.ENGINEER/ENGINEERED
EQ.EQUAL
EQUIP.EQUIPMENT
ETC.ET CETERA
EXIST.EXISTING
EXP.EXPANSION/ EXPOSED
EXT.EXTERIOR
F.D.FLOOR DRAIN
FDN.FOUNDATION
F.A.FIRE EXTINGUISHER
FIN.FINISH
FIXTFIXTURE
FLR.FLOOR
F.R.P.FIBERGLASS REINFORCED PLASTIC
FT.FEET/FOOT
FTG.FOOTING
GA.GAUGE
G.C.GENERAL CONTRACTOR
GALV.GALVANIZED
GD.GRADE
GL.GLASS
GYP.GYPSUM
HHIGH
H.C.HANDICAP ACCESSIBLE
H.C.HOLLOW CORE
H.D.HIGH DENSITY
HDR.HEADER
HDW.HARDWARE
F.O.FRAMED OPENING
H.V.A.C.HEATING, VENTILATION, AIR CONDITION
HZ.HERTZ
I.G.ISOLATED GROUND
IN.INCHES
INCL.INCLUDED
INFO.INFORMATION
INSTL.INSTALLATION/INSTALLED
INSUL.INSULATION
INT.INTERIOR
J-BOXJUNCTION BOX
JST.JOIST
JT.JOINT
K.S.I.KIPS PER SQUARE INCH
LAM.LAMINATE
LAV.LAVATORY
LBF.POUNDS FORCE
LBS.POUNDS
L.F.LINEAR FEET
L.G.C.LANDLORD'S GENERAL CONTRACTOR
L.L.LANDLORD
MA.MILLIAMPERE
MATL.MATERIAL
MAX.MAXIMUM
MECH.MECHANICAL
SYMBOLSYMBOLSYMBOLDESCRIPTIONDESCRIPTIONDESCRIPTION SECTON TAG SEE DWG. AS NOTED ELEVATION TAG -SEE DWG. AS NOTED WALL TYPE TAG -SEE WALL TYPE LEGEND DETAIL TAG SEE DWG. AS NOTED FINISH TAG SEE FINISH LEGEND ROOM NUMBER TAG ELEVATION BENCHMARK DOOR TAG SEE HARDWARE SCHEDULE REVISION TAG KEY NOTE RESTROOM ACCESSORIES TAG AX.X X'-X" Name # # # # AX.X X AX.X # #-# ROOM-NAME ### 150 SF # B -(EXISTING)HOLLOW METAL DOOR PER SCHEDULE PER SCHEDULE HARDWARE PER SCHECDULE KICKPLATE A -(NEW) STOREFRONT DOOR PER SCHEDULE PER SCHEDULE rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com SHEET NAME JOB NUMBER CHECKED BY DRAWN BY THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 2020 RGLA SOLUTIONS, INC. 2020 ROBERT G. LYON & ASSOCIATES, INC. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com G1.2 TK ZM 22489 DIVISION OFWORK, DOORSCHEDULE, ABBREVIATIONS & SYMBOLLEGEND DR. MARTENS AIRWAIR#TBD CHERRY CREEK 3000 EAST 1STAVE SPACE #193 DENVER, CO80206 ABBREVIATIONSSCALE NONE MFG./MANUF.MANUFACTURER MIN.MINIMUM MISC.MISCELLANEOUS MM.MILLIMETER M.O.MASONRY OPENING M.R.MOSTURE RESISTANT MSRY.MASONRY MTD.MOUNTED MTL.METAL N/ANOT APPLICABLE N.I.C.NOT IN CONTRACT NOM.NOMINAL NO./NUM.NUMBER N.T.S.NOT TO SCALE O.A.OVERALL O.C.ON CENTER O.D.OUTSIDE DIAMETER O.H.OPPOSITE HAND OPNG.OPENING. OPT.OPTIONAL OPP.OPPOSITE P.C.PERSONAL COMPUTER P.C.C.PRE-CAST CONCRETE PH.BD.PHONE BOARD PKG.PARKING
METAL
HDWD.HARDWOOD H.M.HOLLOW
H.P.HIGH OUTPUT HORIZ.HORIZONTAL H.P.HIGH POINT H.R.C.HEATING AND REFRIGERATION CONTRACTOR(S) HT.HEIGHT
FEET PER MINUTE
GRANULAR FILL SYMBOL LEGENDSCALE NONE PERMIT PICK-UP & INSPECTIONS 1. GENERAL REMARKS G.C. L.L. OWNER N/A EXISTING FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED TEMPORARY UTILITIES TEMPORARY LIGHTING CONSTRUCTION BARRICADE LL APPROVAL REQUIRED BARRICADE/WINDOW GRAPHICS CERTIFICATE OF OCCUPANCY FINAL CLEAN-UP/TURNOVER TO OPERATIONS 2. SITE WORK DEMOLITION CONCRETE, CORE/TRENCHING 3. CONCRETE CONCRETE SLAB FLOOR PREPRATION FOR FLOORING INSTALLATION 4. GENERAL CONSTRUCTION ROOFING DEMISING WALL; GYP. BD./TAPE/SPACKLE G.C. TO PATCH & REPAIR AS REQ'D. NEUTRAL PIERS MALL COLUMNS STOREFRONT (REFER TO LL NOTES) EXIST. TO BE DEMO'D. PROVIDE NEW AS SHOWN F.R.T. BLOCKING /UNISTRUT STUPPORTS 5. METALS STRUCTURAL STEEL STRUCTURAL/LIGHT GAUGE METAL FRAMING TENANT SEPERATION WALL STUDS 6. WOOD & PLASTICS ROUGH CARPENTRY WOOD BASE WOOD CASED OPENINGS 7. THERMAL/MOISTURE PROTECTION FIRESTOPPING JOINT SEALANTS FLASHING & SHEET METAL CAULKING & BACKER RODS EXTERIOR SHEETHING BUILDING WRAP SPRAY FIRE PROOFING ON (E) STRUCTURE 8. DOORS & WINDOWS HOLLOW METAL DOORS GLASS DOORS DOOR HARDWARE STOREFRONT GLAZING SYSTEM SECURITY GRILLE MALL STOREFRONT ROLL-UP GRILLE 9. FINISHES DEMISING GYP. BD. G.C. TO PATCH AND REPAIR AS REQ'D. INTERIOR PARTITIONS REFER TO PLANS FOR MORE DETAILS. TILE TILE GROUT ACOUSTICAL CEILING TILE & GRID REFER TO PLANS FOR MORE DETAILS. WOOD FLOORING REFER TO FINISH PLAN FOR SPECIFICATIONS. CARPETS CARPET ADHESIVES PAINTING STOREFRONT BASE (LANDLORD SIDE) WALK-OFF ENTRY MAT CONCRETE SEALER VCT/MASTIC LUXURY VINYL FLOORING/MASTIC FIBERGLASS REINFORCED PLASTIC (F.R.P.) PANELS CORNER GAURDS 10. SPECIALTIES SIGNAGE (EXTERIOR) FIRE EXTINGUISHERS RESTROOM ACCESSORIES & SHELVING STOCKROOM SHELVING (FIXED & MOBILE) FITTING ROOM COAT HOOK FITTING ROOM BENCH FITTING ROOM MIRROR LOCKERS SAFE SLAT WALL & SHELVES MANAGER'S DESK, SUPPORT BRACKETS & SHELVES INSTALLED BY MOBILE MEDIA AWNING SALES FIXTURES MICROWAVE RESPONSIBILITY SCHEDULESCALE NONE REMARKS G.C. L.L.OWNER N/A EXISTING FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED MINI FRIDGE CASH WRAP FURNITURE & ACCESSORIES INTERIOR DOOR & CODE SIGNAGE SERVICE DOOR SIGNAGE 21. MECHANICAL - FIRE SPRINKLER FIRE SPRINKLER MAIN MODIFY EXISITING SYSTEM AS REQUIRED CONNECT TO EXISTING SPRINKLER MAIN LINES. SMOKE EVACUATION SYSTEM VERIFY REQUIREMENTS WITH MALL MANAGEMENT. 22. MECHANICAL - PLUMBING SYSTEMS WATER & SANITARY STUB-INS WATER METER CONNECT TO EXISTING SPRINKLER MAIN LINES. WATER CLOSETS & LAVATORIES SEE PLUMBING DRAWINGS FOR MORE INFO. HI/LO DRINKING FOUNTAINS MOP SINK WATER HEATING 23. MECHANICAL - HVAC HVAC DUCTWORK & DIFUSSERS HVAC UNITS RESTROOM EXHUAST FANS & DUCTWORK GAS LINE TO HVAC UNIT, GAS METER FIRE DAMPERS HVAC CERTIFIED AIR TEST AND BALANCE 26. ELECTRICAL ELECTRIC GENERATOR ELECTRICAL STEP-DOWN TRANSFORMER ELECTRICAL PANELS & BREAKERS REFER TO ELECTRICAL PLANS FOR MORE DETAILS. ELECTRICAL CONDUIT & WIRING SERVICE DISCONNECT, METER & METER BOXES LIGHTING PACKAGE TELEPHONE CONDUIT & WIRE STUB-IN TO SPACE EXTEND TO TELPHONE BOARD LOCATION. INTERIOR TELEPHONE WIRING INSTALL BY TENANT VENDOR G.C. TO COORDINATE. DATA EQUIPMENT NETWORKING WIRING CONNECT/TEST PHONE/DATA LINES. ELECTRICAL RECEPTACLES & REQUIRED J-BOXES EQUIPMENT RACK INSTALLATION EQUIPMENT RACK FURNISHED BY OWNER. POS EQUIPMENT CONDUIT & WIRING FOR POS EQUIPMENT CCTV SYSTEM & SHELF CONDUIT BY G.C. TRAFFIC COUNTING DEVICE FREIGHT DOOR BUZZER SECURITY SYSTEM FIRE ALARM SYSTEM AT G.C. EXPENSE. SMOKE DETECTOR AT G.C. EXPENSE. NOTES: 1. THE WORK OF THIS CONTRACT IS NOT DEFINED EXCLUSIVELY
BTM.BOTTOM. BTN.BETWEEN CAB.CABINET C.F.M.CUBIC
C.G.F.COMPACTED
BY THE RESPONSIBILITY SCHEDULE
G.C. L.L.OWNER N/A EXISTING FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED DOOR SCHEDULESCALE NONE REMARK NOTES
SHALL SUPPLY AND INSTALL A READILY VISIBLE DURABLE SIGN ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN LETTERS INCH (25 MM) HIGH ON A CONTRASTING BACKGROUND 2.EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 3.THE FORCE REQUIRED TO OPEN A DOOR IN THE REQUIRED MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH SECTION 7.2.1.4.5, NFPA 101 2006 EDITION. 4.THE MAXIMUM FORCE FOR PUSHING OR PULLING ALL INTERIOR DOORS SHALL NOT EXCEED 5 POUNDS. 5.DOOR HARDWARE MUST BE ICC/ANSI, ADA & TITLE 24 COMPLIANT, WITH METAL FINISH. 6.ALL RATED DOORS SHALL HAVE SMOKE AND DRAFT CONTROL WITH GASKETS TO SEAL AT DOOR STOPS. 7.DOORS HOLD OPEN @ 95 DEGREE WITH POP-OUT GROMMET. 8.DOOR UNDERCUT FOR RETURN AIR. (SEE MECHANICAL PLANS) 9.DOOR MOUNTED @ 12" A.F.F. (SEE ELEVATION) 10.20 MINUTE ASSEMBLY DOOR W/ ALARM AND PANIC HARDWARE. 11.THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE `NARROW FRAME DOORS ARE USED, A 10' H. SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 12.HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" A.F.F. 13.INSTALL INSTAWARE PRODUCT #C6-48 STAINLESS STEEL CORNER GUARDS ON ALL OUTSIDE CORNERS OF REAR EXIT ALCOVE. 14.REAR DOOR SIGNAGE: TENANT'S NAME & SPACE NUMBER. 2" HIGH, DIE CUT. VANDAL PROOF, BLACK, HELVETICA BLOCK STYLE LETTERS MOUNTED 5'-0" ABOVE FINISH FLOOR. (SEE TENANT CRITERIA MANUAL). 15.KEY THESE DOOR LOCKS ALIKE. 16.G.C. TO CONTACT SECURITY SYSTEMS INCORPORATED'S REPRESENTATIVE TO PREPARE AND INSTALL NEW LOCK CORES AT ENTRY AND EXIT DOORS. 17.OWNER SUPPLIED DOOR, FRAME AND HINGES G.C. TO PROVIDE LOCKSET. 18. G.C. TO PROVIDE AND INSTALL AN INTERNATIONAL SYMBOL OF ACCESSIBILITY PLAQUE AT 60" A.F.F. ON STRIKE SIDE OF ALL REQUIRED DOORS
1.CONTRACTOR
VENEER REFER TO FINISH PLAN FOR SPECIFICATIONS. MUSIC SYSTEM G.C. TO PROVIDE AMP AND SPEAKERS, INSTALL AND WIRE TO VENDOR PROVIDED PANDORA SYSTEM. REVISIONS:DATE: LL & CLIENT REVIEW11/4/22 BID ISSUE11/4/22 PERMIT ISSUE11/4/22
BRICK
L C 36 915 36 915 33-36 840-915 Figure 104 Graphic Convention for Figures dimension showing English units (in inches unless otherwise specified) above the line and SI units (in millimeters unless otherwise specified) below the line dimension for small measurements direction of travel or approach boundary of clear floor space or maneuvering clearance centerline minimum maximum a permitted element or its extension a wall, floor, ceiling or other element cut in section or plan a highlighted element in elevation or plan location zone of element, control or feature greater than less than dimension showing range with minimum maximum less than or equal to greater than or equal to ConventionDescription max min > > < < 48 min 1220 30 min 760 30 min 760 48 min 1220 Figure 305.5 Position of Clear Floor or Ground Space (a) forward (b) parallel 6 max 150 9 230 30 min 760 17-25 430-635 Figure 306.2 Toe Clearance (a) elevation (b) plan 11 min 280 9 230 30 min 760 25 max 635 27 min 685 8 min 205 Figure 306.3 Knee Clearance (a) elevation (b) plan 20 max 510 48 max 1220 44 max 1120 >20-25 max 510-635 Figure 308.2.2 Obstructed High Forward Reach (a) (b) 32 min 815 24 max 610 36 min 915 32 min 815 36 min 915 24 max 610 48 min 1220 Figure 403.5.1 Clear Width of an Accessible Route 48 min 1220 42 min 1065 42 min 1065 X < 48 1220 60 min 1525 36 min 915 36 min 915 X < 48 1220 Figure 403.5.2 Clear Width at Turn (a) 180 degree turn (b) 180 degree turn (Exception) 32 min 815 90 ° 32 min 815 32 min 815 Figure 404.2.3 Clear Width of Doorways (c) folding door (a) hinged door (b) sliding door 60 min 1525 18 min 445 Figure 404.2.4.1 Maneuvering Clearance at Manual Swinging Doors and Gates (a) front approach, pull side 48 min 1220 Figure 404.2.4.1 Maneuvering Clearance at Manual Swinging Doors and Gates (b) front approach, push side 48 min 1220 12 min 305 Figure 404.2.4.1 Maneuvering Clearance at Manual Swinging Doors and Gates (c) front approach, push side, door provided with both closer and latch 60 min 1525 36 min 915 Figure 404.2.4.1 Maneuvering Clearance at Manual Swinging Doors and Gates (d) hinge approach, pull side 54 min 1370 42 min 1065 Figure 404.2.4.1 Maneuvering Clearance at Manual Swinging Doors and Gates (e) hinge approach, pull side 42 min 1065 22 min 560 Figure 404.2.4.1 Maneuvering Clearance at Manual Swinging Doors and Gates (f) hinge approach, push side 48 min 1220 22 min 560 Figure 404.2.4.1 Maneuvering Clearance at Manual Swinging Doors and Gates (g) hinge approach, push side, door provided with both closer and latch 48 min 1220 24 min 610 Figure 404.2.4.1 Maneuvering Clearance at Manual Swinging Doors and Gates (h) latch approach, pull side 54 min 1370 24 min 610 Figure 404.2.4.1 Maneuvering Clearance at Manual Swinging Doors and Gates (i) latch approach, pull side, door provided with closer 42 min 1065 24 min 610 Figure 404.2.4.1 Maneuvering Clearance at Manual Swinging Doors and Gates (j) latch approach, push side 48 min 1220 24 min 610 Figure 404.2.4.1 Maneuvering Clearance at Manual Swinging Doors and Gates (k) latch approach, push side, door provided with closer 48 min 1220 Figure 404.2.4.2 Maneuvering Clearance at Sliding and Folding Doors (a) front approach 42 min 1065 Figure 404.2.4.2 Maneuvering Clearance at Doorways Without Doors or Gates (b) side approach 42 min 1065 22 min 560 Figure 404.2.4.2 Maneuvering Clearance at Sliding and Folding Doors (c) pocket or hinge approach 42 min 1065 24 min 610 Figure 404.2.4.2 Maneuvering Clearance at Sliding and Folding Doors (d) stop or latch approach 60 min 1525 18 min 445 X > 8 205 Figure 404.2.4.3 Maneuvering Clearance at Recessed Doors and Gates (a) pull side 48 min 1220 X > 8 205 Figure 404.2.4.3 Maneuvering Clearance at Recessed Doors and Gates (b) push side 48 min 1220 X > 8 205 12 min 305 Figure 404.2.4.3 Maneuvering Clearance at Recessed Doors and Gates (c) push side, door provided with both closer and latch 48 min 1220 48 min 1220 48 min 1220 Figure 404.2.6 Doors in Series and Gates in Series (a) (b) (c) 2 1/2 min 64 2 1/2 min 64 72 min 1830 Figure 407.2.2.2 Visible Hall Signals L C L C L C 2 min 51 Figure 407.2.3.1 Floor Designations on Jambs of Elevator Hoistway Entrances 2 min 51 Figure 407.2.3.2 Car Designations on Jambs of Destination-Oriented Elevator Hoistway Entrances C 2 5 max 125 15 max 380 Figure 602.5 Drinking Fountain Spout Location 18 445 18 445 Figure 604.2 Water Closet Location (a) wheelchair accessible water closets (b) ambulatory accessible water closets L CC L 60 min 1525 56 min 1420 Figure 604.3.1 Size of Clearance at Water Closets L C 60 min 1525 66 min 1675 18 min 455 Figure 604.3.2 (Exception) Overlap of Water Closet Clearance in Residential Dwelling Units L C 24 max 610 12 max 305 36 min 915 Figure 604.5.2 Rear Wall Grab Bar at Water Closets transfer side L C 7-9 180-230 15 min 380 48 max 1220 Figure 604.7 Dispenser Outlet Location 56 min 1420 60 min 1525 60 min 1525 59 min 1500 Figure 604.8.1.1 Size of Wheelchair Accessible Toilet Compartment (a) adult wall hung water closet (b) adult floor mounted water closet and children's water closet min 230 6 min 150 12 min 305 6 min 150 6 min 150 6 min 150 Partition Partition Figure 604.8.1.4 Wheelchair Accessible Toilet Compartment Toe Clearance (a) elevation adult (c) plan (b) elevation children 42 min 1065 36 min 915 60 min 1525 Figure 604.8.2 Ambulatory Accessible Toilet Compartment 13 1/2 min 345 17 max 430 13 1/2 min 345 Figure 605.2 Height and Depth of Urinals (b) stall type (a) wall hung type 6 max 150 25 min 635 9 min 230 27 max 685 48 min 1220 Figure 1002.4.4.3 Protrusions in Wheelchair Spaces in Amusement Rides L C 45° 18 min 455 18 min 455 Centerd on tactile charecters Figure 703.4.2 Location of Tactile Signs at Doors 6 min 150 Not in pictogram field Figure 703.6 Pictogram Field 48 min 1220 60 max 1525 Figure 703.4.1 Height of Tactile Characters Above Floor or Ground REFUGE AREA OF AREA OF REFUGE 3/8 min 9.5 3/8 min 9.5 Figure 703.3.2 Position of Braille AREA OF REFUGE 36 min 915 24 min 610 12 min 305 12 min 305 36 min 915 60 min 1525 60 min 1525 T-Shaped Turning Space arm base arm 48 min 1220 30 min 760 Clear Floor or Ground Space X > 24 610 36 min 915 Maneuvering Clearance in an Alcove, Forward Approach X > 15 380 60 min 1525 Maneuvering Clearance in an Alcove, Parallel Approach X ≥ 80 2030 X > 27 685 4 max 100 Limits of Protruding Objects 12 max 305 12 max 305 27-80 685-2030 27 max 685 X > 12 305 X > 12 305 80 min 2030 Post−Mounted Protruding Objects (b) (a) 15 min 380 48 max 1220 Unobstructed Forward Reach 15 min 380 48 max 1220 10 max 255 Unobstructed Side Reach 48 max 1220 34 max 865 10 max 255 46 max 1170 > 10-24 max 255-610 34 max 865 Obstructed High Side Reach (a)(b) 12 max 305 42 min 1065 54 min 1370 39 min 41 max 39 min 41 max 18 min Figure 604.5.1 Side Wall Grab Bar at Water Closets 4 max 100 4 max 100 42 min 1065 Alternate door location Figure 604.8.1.2 Wheelchair Accessible Toilet Compartment Doors Figure 304.3.2 Figure 305.7.2 Figure 307.3 Figure 308.2.1 Figure 308.3.2 Figure 305.7.1 Figure 307.2 Figure 308.3.1 Figure 305.3 rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com SHEET NAME JOB NUMBER CHECKED BY DRAWN BY THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 2020 RGLA SOLUTIONS, INC. 2020 ROBERT G. LYON & ASSOCIATES, INC. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com HC1.1 KK TK 22489 ACCESSIBILITY DETAILS DR. MARTENS AIRWAIR#TBD CHERRY CREEK 3000 EAST 1STAVE SPACE #193 DENVER, CO 80206 DISABLED ACCESS DETAILS 1 SCALE N.T.S. REVISIONS:DATE: LL & CLIENT REVIEW11/4/22 BID ISSUE11/4/22 PERMIT ISSUE11/4/22
DO NOT REMOVE ANY UTILITIES RUNNING THROUGH THE SPACE TO ADJACENT TENANTS WITHOUT PRIOR APPROVAL BY MALL MANAGEMENT.
COORDINATE ALL DEMOLITION WITH MALL MANAGEMENT AND ADJACENT TENANTS.
G.C. TO SEND ARCHITECT 10-15 PHOTOS OF SPACE AFTER DEMOLITION IS COMPLETE.
6.
4.
3.
1. DEMOLITION PLANS ARE FOR GENERAL SCOPE. GENERAL
2.
WITHOUT PRIOR APPROVAL BY MALL MANAGEMENT.
COORDINATE ALL DEMOLITION WITH MALL MANAGEMENT AND ADJACENT TENANTS.
G.C. TO SEND ARCHITECT 10-15 PHOTOS OF SPACE AFTER DEMOLITION IS COMPLETE.
19.
20.
21.
18.
16.
17.
15.
14.
13.
12.
1EXISTING SIGNAGE/GRAPHICS AND ALL ABANDONED WIRING/CONDUIT ARE TO BE REMOVED. (SEE ELECTRICAL PLANS).
2EXISTING GYPSUM BOARD CEILING IN SHADED ARE TO REMAIN, ALL LIGHTS TO BE REMOVED, PATCH AND REPAIR TO LIKE NEW CONDITION, FILL RECESSED AREAS TO MAKE COMPLETELY FLUSH CELING AS NECESSARY, TYPICAL, UNLESS NOTED OTHERWISE.
3EXISTING SPRINKLER SYSTEM SHALL BE MODIFIED AS REQUIRED TO ACCOMMODATE NEW CEILING CONDITIONS. (SEE SPRINKLER PLANS
4EXISTING
MECHANICAL PLANS).
5EXISTING RESTROOM CEILING, LIGHTING AND HVAC EQUIPMENT TO REMAIN. G.C. TO ENSURE ALL ARE IN "LIKE NEW" CONDITION AND IN WORKING ORDER.
6EXSISTING GYP. BD. CEILING AND LIGHT FIXTURES TO BE REMOVED.
DEMOLITION PLAN KEY
3ALL
4G.C.
5TAPE,
6G.C.
9G.C.
1 2 3 4 6 5 5 8 HATCHED AREA INDICATES NO NEW WORK U.N.O. 9 7 6'-8" 5 5 1 2 3 6 48'-11" 1 2 4 3 HATCHED AREA INDICATES NO NEW WORK U.N.O. 6 5 2 4 3 2 4 3 rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com SHEET NAME JOB NUMBER CHECKED BY DRAWN BY THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 2020 RGLA SOLUTIONS, INC. 2020 ROBERT G. LYON & ASSOCIATES, INC. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com D1.1 TK ZM 22489 DEMOLITIONPLANS DR. MARTENS AIRWAIR#TBD CHERRY CREEK 3000 EAST 1STAVE SPACE #193 DENVER, CO 80206
NOTES DESCRIPTION
MILLWORK (INCLUDING ALL FIXTURES, SLATWALL, CABINETS & WORKSPACES) & SIGNAGE/GRAPHICS THROUGHOUT AREA TO BE REMOVED. TYPICAL.
ALL EXISTING WALL TRIMS, CORNICES, & FINISHES. REPAIR WALLS AS REQUIRED TO RECEIVE NEW FINISHES THROUGHOUT SALES AREA. TYPICAL.
1EXISTING
2REMOVE
EXISTING ELECTRIC, VOICE AND DATA COMPONENTS ARE TO BE REMOVED, UNLESS NOTED OTHERWISE. SEE ELECTRICAL SHEETS.
TO REMOVE EXISTING EXTERIOR SIGNAGE AND VERIFY NEW SIGNAGE REQUIREMENTS WITH SIGNAGE VENDOR AND REMOVE ALL ABANDONED WIRING AND CONDUIT BACK TO ITS SOURCE.
PATCH AND SAND EXISTING DEMISING WALL. G.C. TO PREPARE DEMISING WALLS FOR NEW PAINT FINISH
TO VERIFY CONDITIONS BEHIND WALL BUILD-OUTS THROUGHOUT SPACE DURING DEMOLITION NOTIFY OWN/ARCHITECT IMMEDIATELY IF ANY UNKNOWN CONDITIONS ARE DISCOVERED.
EXISTING STOREFRONT IN PREPERATION FOR NEW STOREFRONT SYSTEM.
AREA DENOTES AREA OF CORING FOR NEW CASHWRAP CONDUIT. LOCATION & EXTENT OF CORING AREA TO BE VERIFIED WITH FIXTURE LAYOUT. COORDINATE REQUIREMENTS WITH CASHWRAP SHOP DRAWINGS
MALL MANAGEMENT.
7REMOVE
8HATCHED
&
COORDINATE BARRICADE
STOREFRONT WITH BOSTON RETAIL SOLUTIONS. CORDINATE REQUIREMENTS WITH MALL MANAGEMENT. DEMOLITION PLAN 2 SCALE 1/4"=1'0"
TO
AT
DO NOT REMOVE ANY UTILITIES RUNNING THROUGH THE SPACE TO ADJACENT TENANTS
DEMOLITION CEILING PLAN 1 SCALE 1/4"=1'0" DEMOLITION
#
CEILING PLAN KEY NOTES
DESCRIPTION
UNDER SEPARATE REVIEW AND PERMIT).
MECHANICAL SYSTEM SHALL BE MODIFIED AS REQUIRED TO ACCOMMODATE NEW CEILING CONDITIONS. REMOVE ALL HVAC COMPONENTS NOT BEING RE-USED. (SEE
#
#
CONTRACTOR IS TO VERIFY ALL EXISTING CONDITION AND COORDINATE REQUIRED DEMOLITION WITH TENANT & TENANT'S ARCHITECT.
WHEN EXISTING MECHANICAL, ELECTRICAL AND PLUMBING FIXTURES AND/OR EQUIPMENT ARE TO BE REMOVED, THEY ARE TO BE DISCONNECTED AT THE SOURCE, UNLESS NOTED
DIRECTED OTHERWISE. COORDINATE ALL WORK WITH MECHANICAL, ELECTRICAL AND PLUMBING PLANS.
OR
ALL EXISTING DUCTWORK TO BE REMOVED UNLESS INDICATED ON MECHANICAL PLANS. ALL ABANDONED HVAC EQUIPMENT AND DUCTWORK SHALL BE REMOVED UPON DISCOVERY.
ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE ALL EXISTING ELECTRICAL, TELEPHONE OUTLETS, AND ALL ASSOCIATED WIRES IN WALLS TO BE REMOVED AND TERMINATE AT THE LAST OUTLET THAT REMAINS IN SERVICE.
ALL EMPTY OR ABANDONED CONDUIT AND JUNCTION BOXES TO BE REMOVED.
5.
DEMOLITION CONTRACTOR SHALL REMOVE ALL EXISTING FLOOR COVERINGS AND/OR FINISHES, UNDERLAYMENT, GLUE AND ANY OTHER ADHESIVE; AND SHALL PATCH REPAIR CONCRETE SLAB AS REQUIRED TO ACCOMMODATE FINAL FLOOR PREP. REFER TO FINISH PLAN FOR ADDITIONAL INFORMATION.
ALL ABANDONED UTILITIES ARE TO BE REMOVED AS DIRECTED BY LANDLORD OR AS SPECIFIED BY MALL MANAGEMENT. COORDINATE WITH MALL MANAGEMENT OR LANDLORD AS NECESSARY. 8. ALL FIREPROOFING AT STRUCTURAL ELEMENTS SHALL REMAIN, UNLESS NOTED OTHERWISE. ANY FIREPROOFING REMOVED AND/OR DAMAGED DURING THE COURSE OF DEMOLITION SHALL BE REPLACED WITH THE SAME MATERIALS AND RATING AS THAT WHICH WAS REMOVED AT THE CONTRACTOR'S EXPENSE.
LANDLORD ROOFING CONTRACTOR -IF REQUIRED -IS TO REMOVE EXISTING ROOFING INSULATION AND ROOF DECK AS REQUIRED WHERE NEW ROOF TOP EQUIPMENT IS SPECIFIED. G.C. IS TO VERIFY EXACT LOCATION AND EXTENT IN THE FIELD. REFER TO MECHANICAL DRAWINGS. 10. PRIOR TO SAWCUTTING OF EXISTING SLAB, G.C. IS TO VERIFY WITH THE LANDLORD THE LOCATION OF ANY AND ALL EXISTING UTILITIES RUNNING THROUGH THE SPACE. IF IT IS DETERMINED THAT UTILITIES ARE PRESENT BUT EXACT LOCATIONS ARE NOT KNOWN, THEN THE G.C. SHOULD XRAY THE SLAB. 11. USE CARE DURING DEMOLITION SO AS NOT TO DISTURB THE REMAINING WALLS, CEILINGS, PIPING AND DUCTWORK. EXISTING DUCTWORK TO BE REVISED BY SHEET METAL CONTRACTOR. GENERAL CONTRACTOR TO PROVIDE TEMPORARY SUPPORT FOR ALL EXISTING DUCTWORK AND SPRINKLER LINES AFFECTED BY THE REMOVAL.
7.
9.
DEMOLITION CONTRACTOR SHALL REMOVE EXISTING CARPET OR OTHER FLOOR COVERINGS AND GLUE AND PREPARE THE FLOOR FOR NEW FLOOR COVERINGS PER MANUFACTURER SPECIFICATIONS (UNLESS NOTED OTHERWISE).
TENANT RESERVES THE RIGHT TO RETAIN ITEMS AS DESIRED. THE CONTRACTOR SHALL REMOVE RETAINED ITEMS TO A STORAGE AREA AS
DIRECTED BY THE TENANT OR HIS REPRESENTATIVE. ALL OTHER MATERIALS AND DEBRIS SHALL BE REMOVED FROM THE BUILDING SITE IMMEDIATELY.
CONTRACTORS ENGAGED SHALL BE PROTECTED BY THE PROPER INSURANCE AND SHALL FILE EVIDENCE THEREOF WITH THE OWNER'S AGENT, INCLUDING HOLD HARMLESS PROTECTION FOR THE TENANT AND ARCHITECT.
BY MEANS APPROVED BY THE LANDLORD.
DEBRIS FROM THE DEMOLITION SHALL BE REMOVED PROMPTLY FROM THE BUILDING
DO NOT REMOVE ANY UTILITIES RUNNING THROUGH THE SPACE TO ADJACENT TENANTS.
ALL CONDUITS, SPRINKLER PIPING ETC. SHALL BE ABOVE 13'-0" A.F.F. IN SALES AREA
DUMPERSTERS AND ANY STORAGE CONTAINERS MORE THAN 1.5 CUBIC FEET SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5' OF COMBUSTABLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES. STORAGE FACILITY PERMITS ARE OBTAINED THROUGH THE ZONING DEPARTMENT.
DURING SITE WORK, DEMOLITION AND CONSTRUCTION CONTRACTOR SHALL INSTALL PROTECTIVE BARRIERS AS REQUIRED
PROVIDE FIRE EXTINGUISHERS DURING CONSTRUCTION AS REQUIRED.
FIRE SUPPRESSION SYSTEM TO REMAIN IN WORKING CONDITION DURING CONSTRUCTION. IF SUPPRESSION SYSTEM WILL BE DISCONNECTED, CONTACT BUILDING DEPARTMENT FOR INSTRUCTIONS. GENERAL NOTESSCALE NONE REVISIONS:DATE: LL & CLIENT REVIEW11/4/22 BID ISSUE11/4/22 PERMIT ISSUE11/4/22
BY REMOVAL OR MODIFICATION OF EXISTING WORK SHALL BE FILLED OR PATCH & FINISHED AS NECESSARY TO MATCH EXISTING CONDITIONS FOR NEW FINISHES REQ. SPECIFICALLY, FLOOR SURFACES AT ENTRY SHALL BE LEVELED TO ASSURE SMOOTH SURFACE TRANSITION BETWEEN EXISTING & NEW FLOOR FINISH MATERIALS. VERIFY ANY PATCHING OF EXISTING CONCRETE SLAB IN BOATHOUSE WITH PROJECT MANAGER PRIOR TO DOING WORK.
3. G.C. SHALL VERIFY THAT DEMISING WALLS EXTEND TO STRUCTURE ABOVE AND ALL PENETRATIONS ARE SEALED TIGHT, AS REQUIRED BY LANDLORD AND SHALL PROVIDE ALL WORK REQUIRED TO CORRECT DEFICIENT CONDITIONS.
4. THE G.C. IS RESPONSIBLE TO MAINTAIN THE ARCHITECTURAL, STRUCTURAL AND FIRE RATING INTEGRITY OF THE LANDLORD'S DEMISING WALLS, FLOOR SLAB, BEAMS, COLUMNS, ROOF DECK, ETC.
5. ALL GYPSUM BOARD TO BE 5/8" TYPE 'X' UNLESS NOTED OTHERWISE.
6. THE G.C. SHALL COORDINATE WORK OF VARIOUS TRADES IN INSTALLATION OF INTERRELATED WORK. BEFORE INSTALLATION OR WORK BY ANY TRADE BEGINS, MAKE PROPER PROVISIONS TO AVOID NTERFERENCES. THIS SHALL INCLUDE WORK BY ANY OF THE TENANTS SUBCONTRACTORS
G.C. TO REMOVE & REPLACE GYP. B.D. G.C. TO MAINTAIN ONE HOUR FIRE RATED ASSEMBLY (PER UL#U456), FIRE TAPE, CAULK, SEAL, ETC. AS REQUIRED. G.C. TO ENSURE TENANT SEPARATION WALLS ARE FINISHED TO DECK.
EXISTING INTERIOR PARTITION AND FURRING TO REMAIN. G.C. TO PATCH, REPAIR & REPLACE GYP. BD. AS REQUIRED TO APPLY NEW FINISHES.
NEW FULL HEIGHT WALL, (1) LAYER 5/8" TYPE 'X' GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C. EXTEND STUDS TO UNDERSIDE OF STRUCTURE. EXTEND CEILING TO UNDERSIDE OF GYP. BD. CEILING, 6" ABOVE SUSPENDED CEILING, 12'-0" A.F.F. IN STOCKROOMS WITH OPEN CEILINGS OR TO UNDERSIDE OF STRUCTURE IN SALES AREAS WITH OPEN CEILINGS.
C1 NEW FULL HEIGHT WALL, (1) LAYER 5/8" TYPE 'X' GYP. BD. ON INTERIOR SIDE OF 3 5/8" METAL STUDS AT 16" O.C. EXTEND STUDS TO UNDERSIDE OF STRUCTURE. EXTEND CEILING TO UNDERSIDE OF GYP. BD. CEILING, 6" ABOVE SUSPENDED CEILING,
STUD SCHEDULE
ADJACENT TENANT ADJACENT TENANT A5.1 1 A5.1 2 A5.1 3 A5.1 4 1 1 2 4 TYP. 5 A A 28'-2 3/8" 16'-0 1/2" 6B A1.2 A6.1 1 1 1 A A A1.2 11 3 3 918 SF STOCKROOM 101 6 6A A1.2 6A A1.2 6B A1.2 1'-7 7/8" C O 3'-0" 16'-9 7/8" 22'-10 1/2" 2'-2 3/4" 15'-9 3/4" 3 5/8" 7'-1 3/4" 2'-1 1/4" 30'-11 1/8" HATCHED AREA INDICATES NO NEW WORK U.N.O. 885 SF SALES 100 C A N A6.1 2 C1 C1 A B B B A 100 101 102 C1 C1 C1 C1 C1 C1 C1 C1 B B B B LEASE LINE 86'-5 3/4" LEASE LINE 6'-6 3/8" L E A S E L N E 17'-6" LEASELINE18-91/4" LEASE LINE 76'-10 1/4" L E A S E L N E 22'-1 3/4" 56 SF RESTROOM 102
MAX. WALL HEIGHT STUD SIZE SPACING 13'-5"362S125-18 24" O.C. 14'-9362S125-33 24" O.C. 16'-5"362S125-18 18" O.C. 17'-10"362S125-18 12" O.C. 19'-7"362S125-43 12" O.C. 24'-6"600S125-43 26" O.C. A B C EXISTING TENANT SEPARATION CORRIDOR WALL EXTERIOR WALL TO REMAIN. G.C. TO PATCH, REPAIR, & REPLACE GYP. BD. AS REQUIRED TO APPLY NEW FINISHES.
12'-0" A.F.F. IN STOCKROOMS WITH OPEN CEILINGS OR TO UNDERSIDE OF STRUCTURE IN SALES AREAS WITH OPEN CEILINGS. rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com SHEET NAME JOB NUMBER CHECKED BY DRAWN BY THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 2020 RGLA SOLUTIONS, INC. 2020 ROBERT G. LYON & ASSOCIATES, INC. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com A1.1 TK ZM 22489 CONSTRUCTIONPLAN DR. MARTENS AIRWAIR#TBD CHERRY CREEK 3000 EAST 1STAVE SPACE #193 DENVER, CO 80206 CONSTRUCTION PLAN 1 SCALE 1/4"=1'0" # 1. THE G.C. SHALL VERIFY DIMENSIONS OF THE EXISTING SPACE & OF ANY EXISTING CONSTRUCTION TO REMAIN BY ACTUAL MEASUREMENT BEFORE ANY WORK IS PERFORMED. IF MEASUREMENTS DIFFER FROM DIMENSIONS INDICATED ON THESE PLANS, THE G.C IS TO NOTIFY THE TENANT IMMEDIATELY. THE G.C. IS RESPONSIBLE FOR CORRECTING ANY & ALL DISCREPANCIES AT NO ADDITIONAL EXPENSE TO TENANT 2. THE G.C. SHALL PATCH & REPAIR ALL EXISTING SURFACES AS NECESSARY BEFORE APPLYING NEW FINISHES. ALL SOFT, POROUS, FLAKING OR OTHERWISE DEFECTIVE FINISHES SHALL BE REMOVED BEFORE APPLICATION OF NEW MATERIALS. OPENINGS, VOIDS, OR UNFINISHED SURFACES CREATED
AS WELL AS THOSE UNDER CONTRACT W/ THE G.C.
PROVIDE METAL OR F.R.T. WOOD BLOCKING FOR ALL SIGNS, HOOKS, TOILET ROOM ACCESSORIES & ANY OTHER WALL MOUNTED EQUIPMENT. COORDINATE ALL BLOCKING REQUIREMENTS NECESSARY FOR MILLWORK W/ MILLWORK. 8. ALL FRAMING LUMBER, PLYWOOD AND CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED (F.R.T.) -NO WOOD IN CEILING PLENUM ABOVE SPRINKLER COVERAGE 9. DIMENSIONS ARE FROM FACE OF GYPSUM WALL BOARD OR CENTERLINE OF COLUMN. ALL ELEVATIONS ARE FROM FINISH FLOOR ELEVATION. 10. ALL INTERIOR FINISH & TRIM MATERIALS SHALL MEET APPLICABLE CODES FOR FLAME SPREAD RATINGS. 11. MINIMUM DIMENSION FROM ANY CORNER OR WALL TO FRAMING STUD AT DOOR JAMB OPENING SHALL BE 4" (U.N.O. 12. THE G.C. SHALL PROVIDE CAULK JOINTS WHERE GYP. BD. MEETS THE FLOOR OR ROOF DECK -PACK FLUTES AT DECK AS REQUIRED 13. PROVIDE DRYWALL TRIM AT ALL EXPOSED EDGES AND CORNERS 14. TENANT'S CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL WITHIN THE LANDLORD'S TENANT CRITERIA MANUAL INCLUDING ITS RULES AND REGULATION. 15. ALL SUPPORTS TO BE FROM STRUCTURAL JOISTS AND BEAMS AND NOT FROM THE DECK ABOVE. 16. PERMANENTLY IDENTIFY FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS AND SMOKE PARTITIONS WITH STENCILING OR SIGNS AS REQUIRED. 17. PROVIDE MARKINGS THROUGH STOCKROOM TO MAINTAIN 18”SPRINKLER CLEARANCES FROM STORAGE. GENERAL NOTES 2 SCALE NONE WALL TYPE LEGEND 3 SCALE NONE KEY NOTES 4 SCALE NONE # DESCRIPTION 1LEASE LINE, VERIFY IN FEILD. 2NEW STOREFRONT SYSTEM, REFER TO SHEET A6.2 FOR DETAILS. 3G.C. TO PROVIDE PORTABLE FIRE EXTINGUISHER OF TPE 2A10BC. COORDINATE EXACT LOCATION WITH OWNER, CONSTRUCTION PROJECT MANAGER, AND LOCAL AUTHORITY HAVING JURISDICTION. SALES FLOOR EXTINGQUISHER TO BE HOUSED WITHIN BACKWRAP. 4EXISTING ELECTRICAL EQUIPMENT SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. 5G.C. TO FLASH SKIM CONCRETE SLAB TO A MAX. TOLERANCE OF 1/8" PER 12'-0" AT ENTIRE AREA OF STORAGE SHELF TRACK. G.C. TOO COORDINATE WITH LANDLORD PRIOR TO PREFORMING WORK. 6G.C. TO PROVIDE & INSTALL FULL HEIGHT FIRE RATED BLACK CANVAS CURTAIN DECONOVO BLACKOUT PANEL CURTAINS 42"x84" OR EQUAL. MOUNT ROD - KENNEY NK90031 5/8" DIA. 48-84"L OR EQUAL - TO STOCKROOM SIDE OF OPENING. REVISIONS:DATE: LL & CLIENT REVIEW11/4/22 BID ISSUE11/4/22 PERMIT ISSUE11/4/22
7.
SECURE TO WALL WITH 1/4" STEEL TEK SCREWS AT 24" O.C. G.C. TO PROVIDE 1"x6" BLOCKING AS REQUIRED. ATTACHE TO WALL WITH 2" #14 FLATHEAD SCREWS. (DRYWALL SCREWS SHALL NOT BE USED).
HATCHED AREA REPRESENTS LOCKERS WITHIN ACCESSIBLE RANGE (50%). HASP ATTACHED TO DOOR AND CORRESPONDING HASP WELDED TO LOCKER FRAME FOR PADLOCK.
GRAPHIC BY SIGNAGE VENDOR
NOTE: OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVE THE CONTROLS SHALL BE NO GREATER THAN 5 LBF.
EXISTING NEW WALL CONSTRUCTION. SEE CONSTRUCTION PLAN
1/4" DIA. KWIK BOLT 11 (HILTI WITH 2" EMBENDENT
1/4"-20 LOCK NUT WITH 1/4" WASHER CONCRETE ANCHOR LOCATION IN FLOOR 1/4"-20x1"
2"x8" BLOCKING. TYPICAL. G.C. TO REFER TO WOOD NAILER DETAIL ON THIS SHEET.
NEW EXISTING LIGHT GAUGE METAL WALL STUDS (SEE PLANS FOR SIZES)
GYPSUM BOARD WALL COVERING (SEE PLANS)
2X8 WOOD BLOCKING
SCAFCO KWICK-BACK KB162-33 CLIPS WITH #10 SCREWS IN EVERY HOLE
NOTE: SEE FIXTURE DETAILS FOR BLOCKING HEIGHTS
C C C C C C 2'-5 1/2" BOT. OF BEAM 1'-10 1/2" 10'-0" 1'-3" 4'-0" 2'-0" 2'-0"1'-1 1/2"1'-1 1/2" 2'-6 5/8" 10'-0" EQ.EQ.EQ.EQ. 16" O.C. (N.T.S.) 9 1/2" 4'-4 1/2"8" 5'-10" 6 1/4" 6'-3 5/8" 34" HIGH ACCESSIBLE COUNTER SEE PLANS SEE PLANS CONNECTION DETAIL A CONNECTION DETAIL B CONNECTION DETAIL C LATERAL BRACE CONNECTION DETAIL D WALL CONNECTION DETAIL E H.M. JAMB DETAIL B H.M. HEADER DETAIL A CASHWRAP PLAN A FRONT ELEVATION B REAR ELEVATION C BACKWRAP ELEVATION D LOCKER SECTION A LOCKER ELEVATION B FX-08A WALL FIXTURE BLOCKING DETAIL A FX-09 WALL MIRROR BLOCKING DETAIL B SHELVES AS NEEDED PER OPERATIONS MOUNT FIRST SHELF AT HEIGHT AS SHOWN FOR PRINTER COUNTERTOP BY MOBILE MEDIA FLOOR MOUNTED SAFE FLOOR ANCHOR SHELVING DESK UNIT BY MOBILE MEDIA PRINTER RUN PRINTER POWER AND DATA CABLES DOWN AND WIRE TIE TO BACK CORNER POST MONITOR AND KEYBOARD POWER AND DATA OUTLETS PER ELECTRICAL PLANS COMPUTER TOWER THERMOSTAT LOCATIONS AS NEEDED. SWITCHED RECEPTACLE. 12 " MINIMUM 34" MAX 6'-8" 1'-2"2'-6" 8"5'-6" 30" CLEAR 1'-6" 9" TO 54" A.F.F. ACCESSIBLE REACH RANGE 6"6'-0" 6'-6" 9" MIN. LOW SIDE REACH 4'-6" MAX. HIGH SIDE REACH 2'-7 1/2"3'-1" HOLD 1'-4" 6'-8" 3 1/2" 1'-7" 3'-10 1/2" 1'-7" 3 1/2" 34" MAX 34" MAX 28" T.O. P.O.S. COUNTER 2" MAX 2" MAX 1'-6" 7'-6 1/2" 1'-1" 11 1/4" 1'-1" 11 1/4" RUNNER TRACK ATTACHMENT TYPICAL RUNNER TRACK TYPICAL WALL STUD MATERIAL CONCRETE STEEL OTHER FASTENERSPACINGREMARKS TOP TRACK ATTACHMENT SCHEDULE 16" O.C. 32" O.C. 16" O.C. HILTI X-U, 0.157" SHANK, 1-1/2" MINIMUM PENETRATION, 2,000 PSI MINIMUM CONCRETE ESR-2269 (1) #10 SCREW (1) #10 SCREW MATERIAL > 43 MILS (> 18 GAUGE) MATERIAL < 43 MILS (< 18 GAUGE) EMBED 1" MINIMUM ATTACHMENT TO BE APPROVED BY DESIGN ENGINEER FOR ATTACHMENT OF SLOTTED SLIP TRACK TO WALL STUDS: TIGHTEN SCREWS, THEN BACK OFF 1/2 TURN NOTE: FOR ALTERNATE GAP AMOUNT, NOTIFY ARCHITECT/ENGINEER. SECTION VIEW 1" GAP ATTACH
FLANGE
FOR VERTICAL DEFLECTION ATTACH SLOTTED SLIP TRACK TO MAIN STRUCTURE (SEE TOP ATTACHMENT SCHEDULE) 43 MIL. (18 GAUGE) SLOTTED SLIP TRACK TO BE PLUS 1/4" WIDTH OF WALL STUD
TRACK TO STUDS WITH SCREW AT EACH
TYPICAL WALL STUD 1" GAP TO ALLOW
400T250-43 DEFLECTION TRACK, OR APPROVED EQUAL
IF BEARING IS GREATER THAN 4" FROM STEEL TRUSS PANEL POINT (2) #10 SDS STEEL DECK (2) #10 SDS EACH STUD (2) 362S162-33 (2) #10 SDS AT 16" O.C. 400T250-43 DEFLECTION TRACK, OR APPROVED EQUAL 14 GA. ANGLE WEB STIFFENER
BEARING IS GREATER THAN 4" FROM STEEL TRUSS PANEL POINT STEEL JOIST STEEL DECK STEEL DECK EXISTING (2) 362S162-33 AT 4'-0" O.C. MAX (2) 0.157""∅ HILTI X-U P.A.F. (2) #10 SDS EACH 12 GA. CLIP ANGLE (2) #10 SDS EACH LEG LATERALLY BRACE TO STRUCTURE ABOVE USING METAL STUDS 362S162-43 AT 4'-0" WALLS TO HAVE MAXIMUM UNBRACED LENGTH OF 4'-0". 16 GA CLIP ANGLE WITH (2) #10 SDS EACH LEG 400T250-43 DEFLECTION TRACK, OR APPROVED EQUAL, WITH (2) #10 SDS EACH STUD (2) #10 SDS STEEL JOISTS, EXISTING (2) #10 SDS AT 16" O.C. PERPENDICULAR TO STEEL JOIST PERPENDICULAR TO STEEL JOIST PARALLEL TO STEEL JOIST AT STEEL ROOF STRUCTURE AT LATERAL BRACE A1.2 8B A1.2 8A
PERMITTED
BE ATTACHED
FROM
THE
ABOVE.
FRAME, BRACE
FROM THE TOP CHORD OF THE JOIST OR STRUCTURAL STEEL WHICH EXISTS ABOVE YOUR TENANT SPACE. BRACING SCHEDULE ITEM "CRC" "BRC" ORDER # 112CR16 BRC-3 BRC-6 REMARKS STUD SIZE = 3 5/8" STUD SIZE = 6" OR 8" NOTE: CONTRACTOR TO SUBMIT PRODUCT INFORMATION FOR REVIEW IF ALTERNATE VENDOR IS SELECTED. TYPICAL JAMB STUD WHERE BRACING TERMINATES AT BUILT-UP JAMB OR POST, EXTEND "CRC" INTO PUNCH-OUT. ATTACH "CRC" TO JAMB OR POST WITH "BRC" WITH SCREWS AT PRE-DRILLED HOLES "BRC" TO BE ATTACHED WITH (2) #10 SCREWS TO "CRC" AND TO THE STUD "CRC" (COLD ROLLED CHANNEL TO BE SPACED AS REQUIRED BY DESIGN TYPICAL LATERAL BRACING SPLICE USE: (1) - 12" LONG "CRC" INVERTED OVER CENTER OF SPLICE WITH MINIMUM (3) #10 SCREWS ON EACH SIDE OF SPLICE CONCRETE FLOOR SLAB TYPICAL RUNNER TRACK (SEE PLANS FOR SIZE) HILTI DS 0.177" SHANK 1 1/2" MINIMUM PENETRATION, 2,000 PSI MINIMUM CONCRETE, ESR-1663 TYPICAL WALL STUD (SEE PLANS FOR SIZE) CENTERLINE 16 GAUGE STEEL DOOR FRAME. PAINT PER DOOR SCHEDULE TREATED WOOD BLOCKING DOOR SEE FLOOR PLAN CAULK BOTH SIDES BOX METAL FRAMING STUD LINTEL 5/8" TYPE 'X' GYP. BD. ON EACH SIDE OF THE STUD FRAME WALL 16 GAUGE STEEL DOOR FRAME. PAINT PER DOOR SCHEDULE TREATED WOOD BLOCKING CAULK BOTH SIDES METAL FRAMING 5/8" GYPSUM BOARD ON EACH SIDE OF THE STUD FRAME WALL DOOR SEE FLOOR
(2) #10 SDS AT 16" O.C. (2) 362S162-33 (2) #10 SDS EACH STUD STEEL JOIST 14 GA. ANGLE WEB STIFFENER
IF
NOTE: NOTHING IS
TO
SUSPENDED
OR PENETRATED THROUGH
ROOF DECK
G.C. REQUIRED TO
AND SUSPEND
PLAN PARTICLE BOARD SHELF
OR "T" POST SHELF SUPPORT
POST
BELOW.
EACH POST TO THE FLOOR WITH 1/4" ANCHOR PER DETAIL BELOW. NOTE: DETAILS SHOWN ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. REFER TO MANUFACTURE'S INSTALLATION INSTRUCTIONS.
BOLT "L"
SHELVES AT WALL ANCHOR EACH
TO THE FLOOR WITH 1/4" ANCHOR PER DETAIL
FREE STANDING SHELVES ANCHOR
REFER TO FIXTURE PLAN FOR LOCATION OF SAFE UNDER COUNTER. ELECTRICAL OUTLET TO BE LOCATED ON OPPOSITE SIDE OF SAFE.
MORE INFORMATION. PERIMETER
PER FIXTURE PLAN
FIXTURE PLAN FOR MORE INFORMATION. 2"x8" BLOCKING. TYPICAL. G.C. TO REFER TO WOOD NAILER DETAIL ON THIS SHEET. EXISTING NEW WALL CONSTRUCTION. SEE CONSTRUCTION PLAN FOR MORE INFORMATION. 30"x48" CLEAR FLOOR SPACE P.O.S. A1.2 10B A1.2 10D A1.2 10C P.O.S. P.O.S.P.O.S. QUAD RECEPTACLE DUPLEX PHONE DATA P.O.S. P.O.S. rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com SHEET NAME JOB NUMBER CHECKED BY DRAWN BY THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 2020 RGLA SOLUTIONS, INC. 2020 ROBERT G. LYON & ASSOCIATES, INC. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com A1.2 KK TK 22489 CONSTRUCTION DETAILS DR. MARTENS AIRWAIR#TBD CHERRY CREEK 3000 EAST 1STAVE SPACE #193 DENVER, CO 80206 BRACING DETAIL 1 SCALE 1/2" =1'-0" PARTION DETAIL -TRACK ANCHOR 2 SCALE 1/2" =1'-0" PARTION DETAIL -TOP TRACK 3 SCALE 1/2" =1'-0" PARTION DETAIL -SLOTED TRACK 4 SCALE 1/2" =1'-0" STOCKROOM SHELVING DETAIL 5 SCALE 1/2" =1'-0" WOOD NAILER DETAIL 7 SCALE 1/2" =1'-0" FIXTURE BLOCKING DETAILS 6 SCALE 1/2" =1'-0" CONNECTION DETAILS 8 SCALE 1/2" =1'-0" DOOR JAM & HEADER DETAIL 9 SCALE 1/2" =1'-0" CASHWRAP DETAIL 10 SCALE 1/2" =1'-0" LOCKERS DETAIL 11 SCALE 1/2" =1'-0" MANAGER'S DESK DETAIL 12 SCALE 1/2" =1'-0" NOTE: G.C. TO PROVIDE BARRIER FREE SINAGE AS REQUIRED BY CODE (ICC/ANSI A117.1-2009 - CHAPTER 7, SECTION 703) . REFER TO HC1.1 FOR MORE DETAILS. REVISIONS:DATE: LL & CLIENT REVIEW11/4/22 BID ISSUE11/4/22 PERMIT ISSUE11/4/22
FOR
WALL FIXTURE
G.C. TO COORDINATE WITH STORE SET TEAM FOR EXACT SHELF LOCATIONS. WOOD WALL BASE - SEE A4.1 FOR MORE INFORMATION. WALL MIRROR. SEE
6.
4.
5. ARCH. DRAWINGS DETERMINE THE LOCATION OF LUMINAIRES & SUPERSEDE ALL OTHERS, TYP. U.N.O. -REFER TO ELECT. DRAWINGS FOR EXACT FIXTURE TYPE & QUANTITIES PROVIDED.
CONTINUOUS 1-5/8" UNISTRUT CHANNEL. ATTACHED TO STRUCTURE AND/OR DECK V.I.F.
NOTE: ALL UNISTRUT, THREADED ROD, ETC. TO BE PAINTED P-2(DF).
MALL ROOF STRUCTURE
4S ELECTRICAL BOX ATTACHED TO UNISTRUT CHANNEL. CANOPY HOUSING POWER CORD, CUT TO LENGTH AS REQUIRED TO ACHIEVE SPECIFIED LIGHT FIXTURE HEIGHT
SUSPENDED LIGHT FIXTURE SEE REFLECTED CEILING PLAN
CONTINUOUS 1-5/8" UNISTRUT CHANNEL. ATTACHED TO STRUCTURE AND/OR DECK V.I.F.
MALL ROOF STRUCTURE
NOTE: ALL UNISTRUT, THREADED ROD, ETC. TO BE PAINTED P-2(DF).
4S ELECTRICAL BOX ATTACHED TO UNISTRUT CHANNEL.
CONDUIT FEED (BEYOND) WHERE OCCURS
1/4" THREADED ROD ATTACHED TO UNISTRUT. TRACK MOUNTING ACCESSORIES PROVIDED BY LIGHTING VENDOR. TRACK LIGHT SYSTEM
TRACK LIGHT FIXTURE. SEE REFLECTED CEILING PLAN
CONTINUOUS 1-5/8" UNISTRUT CHANNEL. ATTACHED TO STRUCTURE AND/OR DECK V.I.F.
ROOF STRUCTURE
4S ELECTRICAL BOX ATTACHED TO UNISTRUT CHANNEL.
ELECTRICAL BOX (BEYOND) WHERE OCCURS
SUSPENSION CHAIN AS SUPPLIED BY LIGHT FIXTURE MANUFACTURER
CONDUIT FEED (BEYOND) WHERE OCCURS
FACTORY PROVIDED TRIANGLE HOOK
LIGHT FIXTURE HOUSING
CONNECT CHAIN HOOKS THROUGH PROVIDED HOLES
SCALE SCALE SCALE SCALE LIGHT FIXTURE ATTACHMENT DETAIL 3/4"=1'-0" A LIGHT FIXTURE ATTACHMENT DETAIL 3/4"=1'-0" B LIGHT FIXTURE ATTACHMENT DETAIL 3/4"=1'-0" C UNISTRUT CONNECTION DETAIL N.T.S. D B.O. FIXTURE SEE REFLECTED CEILING PLAN B.O. FIXTURE SEE REFLECTED CEILING PLAN B.O. FIXTURE SEE REFLECTED CEILING PLAN METAL DECK UNISTRUT #P4010 CHANNEL NUT UNISTRUT #P2864 FLAT PLATE FITTING 1/2" DIAMETER THREADED ROD TO STRUCTURAL
BELOW UNISTRUT
TOP CHORD OF BAR JOIST DOUBLE 1/2" HEX NUT NOTE: WHERE PRACTICAL, UNISTRUT BEAM CLAMP P2676 OR P2898 MAY BE USED AS AN ALTERNATE MOUNTING METHOD TO THIS ASSEMBLY. BEAM CLAMPS SHALL BE ATTACHED TO THE TOP CHORD OF THE BAR JOIST.
CHANNEL
#P1000 CHANNEL
WIRE GUARD
MALL
OPEN TO DECK @ ±17'-1 1/2" A.F.F. GYP. BD. CEILING PAINT P-2(DF) @ ±9'-0" A.F.F. TYP. 3 4 TYP. 9 7 7 T 32'-11 1/8" 7 KE KE KE KE K C C X1 918 SF STOCKROOM 101 HATCHED AREA INDICATES NO NEW WORK U.N.O. T1 T1 T1 T1 T1 T1 T1 T1 T1 8 TYP. 6 T1 T1 T1 T1 TYP. 5 TYP. 3 4'-0" 9'-4 3/8" 8'-0" 8'-0" 7'-6 3/4" 3'-1 3/4" T1 T1 T1 T1 TYP. 5 TYP. 3 4'-0" 2'-0" 9'-5 3/4" 2'-0" 4'-0" TYP. 5 TYP. 3 2'-9 3/4" 4'-0" T 7'-10 1/4" OPEN TO DECK PAINT P-2 (DF) @ ±17'-1 1/2" A.F.F. TYP. 5 TYP. 3 TYP. 5 S TYP. 6 S TYP. 6 S TYP. 6 S T 7'-10 1/4" C 7 C X1 7 C K KE K K X1 885 SF SALES 100 N 918 SF STOCKROOM 101 885 SF SALES 100 T1 T1 T 6'-6" T1 10 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T 23'-6" C X1 1 2 C T1 T1 T1 T1 T1 T1 T1 T1 T1 TYP. 5 TYP. 3 T 7'-10 1/4" T1 T1 T 7'-10 1/4" TYP. 6 S TYP. 6 S 7 3'-5 5/8" 3'-5 5/8" 4'-10" 4'-10 1/4" 4'-10 1/4" 3'-11 1/8" 4'-0" 6'-0" 4'-0" 6'-0" 4'-0" 6'-0" 4'-0" 3'-0" K KE K K KK 3'-5 3/4" 4'-9 7/8" 4'-10 1/4" 8'-3 7/8" 7 C 7 C 56 SF RESTROOM 102 rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com SHEET NAME JOB NUMBER CHECKED BY DRAWN BY THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 2020 RGLA SOLUTIONS, INC. 2020 ROBERT G. LYON & ASSOCIATES, INC. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com A2.1 TK ZM 22489 REFLECTEDCEILING PLAN& LIGHTFIXTURE SCHEDULE DR. MARTENS AIRWAIR#TBD CHERRY CREEK 3000 EAST 1STAVE SPACE #193 DENVER, CO 80206 REFLECTED CEILING PLAN 1 SCALE 1/4"=1'0" # 1. ALL CEILING HEIGHTS ARE FROM TOP OF FINISH FLOOR TO UNDERSIDE OF FINISH CEILING OR LIGHT FIXTURE -TYP. U.N.O. 2. THE G.C. SHALL SET ALL CEILING AND SOFFITS USING A LASER LEVEL TO ACHIEVE A CEILING THAT IS PLUMB, LEVEL AND SQUARE TO ALL WALLS AND SOFFITS.
LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED BY CEILING CONTRACTOR. ADDITIONAL HANGER AND SAFETY WIRES FOR LIGHT FIXTURES, DUCTWORK, SPEAKERS, ETC. TO BE THE RESPONSIBILITY OF THE CEILING CONTRACTOR.
3.
THE G.C. TO VERIFY W/ LL, METHOD OF ATTACHMENT FOR ALL ITEMS ANCHORED TO, OR SUSPENDED FROM EXISTING STRUCTURE.
REFER TO MECHANICAL DRAWINGS FOR EXPOSED SUSPENDED MECHANICAL DUCTWORK DISTRIBUTION SYSTEM.
PROVIDE ADEQUATE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS AND RELATED PERTINENT ITEMS NECESSARY TO MAINTAIN SPECIFIC HEIGHTS ABOVE FINISH FLOOR.
THE G.C. TO PROVIDE NECESSARY BLOCKING AND BRACING FOR FIXTURE INSTALLATION AND ALL ELECTRICAL COMPONENTS TO COMPLETE THE FINAL INSTALLATION OF ALL FIXTURE -COORDINATE WITH FIXTURE SUPPLIER. 9. COORDINATE ANY NEW ROOF PENETRATIONS WITH LANDLORD AND LANDLORD'S ROOF CONTRACTOR. 10. COORDINATE ANY NEW ROOF PENETRATIONS WITH LANDLORD AND LANDLORD'S ROOF CONTRACTOR. 11. DIMENSIONS ARE FROM FACE OF GYP. BD. TYP, U.N.O 12. COORDINATE ADDITIONAL CEILING ACCESS DOORS W/ PROJECT MANAGER AND AS REQUESTED BY LANDLORD TO MAINTAIN ACCESS TO LANDLORD EQUIPMENT. 13. ALL RIGID CONDUIT AND JUNCTION BOXES TO BE RUN TIGHT TO DECK IN A CLEAN AND ORDERLY FASHION. COORDINATE THE METHOD OF ATTACHMENT ON SITE WITH MALL OPERATIONS. GENERAL NOTES 3 SCALE NONE CEILING SYMBOL LEGEND 4 SCALE NONE CEILING DETAILS 2 SCALE VARIES # DESCRIPTION 1LIGHT FIXTURE TO BE CENTERED OVER EACH P.O.S. 2LIGHT FIXTURE TO BE MOUNTED @ 6'-6" A.F.F. TO BOTTOM OF FIXTURE. REFER TO 2/A2.1. 3TRACK TO BE MOUNTED @ 12'-0" A.F.F. TO BOTTOM OF FIXTURE. REFER TO 2/A2.1. 4G.C. TO PROVIDE J-BOX DOWN TO 13'-0" A.F.F. FOR SHOPPER TRAK INSTALLATION, REFER TO ELECTRICAL DRAWINGS. 5EMERGENCY LIGHTS INTERGRATED INTO TRACK SYSTEM SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. 6PENDANT MOUNTED SPEAKER PROVIDED AND INSTALLED BY G.C.; SOUNDTUBE RS500IBK 5.25" BLACK SPEAKERS, WIRED TO CROWN AUDIO 160mA AMPLIFIRE. G.C. TO COORDINATE CONNECTION TO VENDOR PROVIDED AUDIO BOX. SPEAKERS TO BE MOUNTED TO EXISTING GYPSUM BOARD CEILING. 7CCTV CAMERA BY OWNER'S VENDOR. G.C. TO COORDINATE LOCATIONS WITH VENDOR. CAMERA TO BE MOUNTED @ 12'-0"A.F.F. 8UNISTRUT FOR HANGING GRAPHIC ATTACHMENT MOUNTED TO GYPSUM BOARD CEILING. 9LIGHT FIXTURE TO BE MOUNTED @ 12'-0" A.F.F. TO BOTTOM OF FIXTURE. REFER TO 2/A2.1 10G.C. TO PROVIDE 24" x 24" ACCESS PANEL IN SOFFIT FOR SIGN ACCESS TO REMAIN, PAINT P-2(DF) TO MATCH SOFFIT. SYMBOLTYPE MARKCOUNT DESCRIPTION K9 4' LED STRIP LIGHT AT STOCK ROOM KE6 4' LED STRIP LIGHT AT STOCK ROOM EMERGENCY PL-12BARN ELECTRIC:IVANHOE DINO PORCELAIN LORD PENDANT LIGHT: 14" SHADE. CORDS: STD BLACK. CANOPY FINISH: BLACK. SOCKET TYPE: STD MED BASE E26 SOCKET. T7 TRACK 2, 4, 8 FOOT LENGTHS BLACK FINISH T147LED TRACK HEAD JUNO TRACKMASTER CONNIX II T263L LED, 29W OR APPROVED EQUAL. X14INVERTER SYSTEMS INC. PINNICALE EDGELIT, CLEAR GREEN. ALL EXIT SIGNS SHALL BE TIED TO INVERTER. KEY NOTES 4 SCALE NONE REVISIONS:DATE: LL & CLIENT REVIEW11/4/22 BID ISSUE11/4/22 PERMIT ISSUE11/4/22
7.
8.
ROOM FINISH SCHEDULE
SCALE SCALE SCALE 1/4" MAX 3/8" DETAIL AT PERIMETER/INTERIOR WALLS AND VINYL FLOORING 6"=1'-0" A DETAIL AT PERIMETER/INTERIOR WALLS AND CONCRETE FLOOR 6"=1'-0" B TRANSITION AT ENTRY DETAIL 6"=1'-0" C 3/8" WOOD FLOORING CONTINUE UNDER GYPSUM BOARD REFER TO FINISH PLAN WOOD WALL BASE PAINT 'P-1' 5/8" GYPSUM BOARD AT PERIMETER WALL METAL FRAMING AT PERIMETER WALL HOLD GYPSUM BOARD 3/8" FROM UNFINISHED FLOOR TYPICAL AT ALL PERIMETER WALLS WHERE VINYL IS USED SEALED CONCRETE - REFER TO FINISH PLAN WALL BASE 'B-2' 5/8" GYPSUM BOARD AT PERIMETER WALL METAL FRAMING AT PERIMETER WALL EXISTING CONCRETE SLAB NEW NATURAL COLOR CONCRETE TOPPING TRANSITION AT ENTRY. RAMP OUT 24" 1/8" ALUMINUM TERRAZZO STRIP FLOAT 24" MIN MALL TILE AT ENTRY GROUT JOINT AT TRANSITION STRIP A5.1 1 A5.1 2 A5.1 3 A5.1 4 1 2 1 1 4 A6.1 1 N HATCHED AREA INDICATES NO NEW WORK U.N.O. B F W B-2 F-1 P-3 B F W B-1/ P-2 F-1 P-1 P-2 918 SF STOCKROOM 101 885 SF SALES 100 5 6 2 3 56 SF RESTROOM 102 3 rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com SHEET NAME JOB NUMBER CHECKED BY DRAWN BY THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 2020 RGLA SOLUTIONS, INC. 2020 ROBERT G. LYON & ASSOCIATES, INC. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com A3.1 TK ZM 22489 FINISHPLAN& FINISH SCHEDULE DR. MARTENS AIRWAIR#TBD CHERRY CREEK 3000 EAST 1STAVE SPACE #193 DENVER, CO 80206
RM. #ROOM NAMEFLOORBASEWALLSCEILINGCEILING HEIGHTComments 100SALESF-1B-1/ P-2P-1 P-2P-2(DF)OPEN TO DECK 101STOCKROOMF-1B-2P-3EXIST.OPEN TO DECK 102RESTROOMEXIST.EXIST.EXIST.EXIST.9'-0" 102RESTROOM #DESCRIPTIONMANUFACTURER FLAME SPREAD RATING SPECIFICATION REMARKS BASE FINISHES B-1WOOD BASE, PAINTED-CLASS A4" HIGH X 1" THICK FLAT STOCK WOOD BASE: POPLAR; PAINTED 'P-2', FINISH: SEMI-GLOSS BID B-2RESILIENT BASEROPPECLASS B4" COVED; COLOR: BLACK #100. LOCAL REP FLOOR FINISHES F-1SEALED CONCRETEDUR-A-FLEXN/ADUR-A-SHEILD #2; COLOR: CLEAR CLEAN SLAB AS REQUIRED F-2WOOD FLOORINGPIONEER MILLWORKS CLASS 1BLACK & TAN 50/50 INSTALL PER VENDORS SPECIFICATIONS PAINT P-1PAINT MATTEBENJAMIN MOORE N/AINTERIOR ROOM AREAS; COLOR; 1473 GRAY HUSKIE; FINISH: MATTE AT STOREFRONT CEILINGS/WALLS, TRIM PIECES, FITTING ROOMS, AND NON-SALES AREAS; MATTE AT CEILING (EXEPT STOREFRONT CEILING) LOCAL REP P-2 (DF)PAINT MATTERALN/ADRY FALL PAINT, COLOR: RAL 9005 JET BLACK (OR EQUAL); (2) COATS. LOCAL REP P-3PAINT SEMI-GLOSSBENJAMIN MOORE N/AINTERIOR ROOM AREAS; COLOR; OC-151 WHITE; FINISH SEMI-GLOSS LOCAL REP STOREFRONT FINISHES BR-1BRICK VENEERGENERAL SHALEN/ASKU:6060011314 PROVIDE CORNER PIECE AT ALL CORNERS. SKU:606001316: G.C. TO PROVIDE GREY GROUT TYPICAL. MT-01BLACKEND ALUMINMCHEMETALN/A#606 18 GUAUGE. FINISH TO MATCH BENJAMIN MOORE:COLOR: "JET BLACK". FINISH: SATIN. PROVIDE SAMPLE FOR APPROVAL. MT-02BREAK METAL-N/A14 GAUGE FINISH TO MATCH BENJAMIN MOORE:COLOR: "JET BLACK". FINISH: SATIN. PROVIDE SAMPLE FOR APPROVAL. MT-03YELLOW SIGN LETTERS-N/AYELLOW SIGN LETTERS TO MATCH PANTONE 108C SIGN VENDOR TO PROVIDE SHOP DRAWINGS FOR REVIEW SF-GSTOREFRONT GLAZING-1/2" LOW LEAD, LOW IRON TEMPERED GLAZING PPG STARPHIRE OR EQUAL. FINISH PLAN 1 SCALE 1/4"=1'-0" FINISH SCHEDULE 3 SCALE NONE GENERAL NOTES 5 SCALE NONE FLOOR DETAILS 2 SCALE VARIES KEY NOTES 4 SCALE NONE 1. ALL FLOOR COVERING MATERIALS TO BE INSTALLED PER MANUFACTURE'S STANDARD DETAILS AND SPECIFICATIONS. VERIFY WITH MANUFACTURER PRIOR TO INSTALLATION. 2. G.C. TO VERIFY IF CONDITION OF EXISTING CONCRETE SLAB IS ACCEPTABLE WITH OWNER'S PROJECT MANAGER. 3. ALL MATERIAL TRANSITIONS AT DOOR THRESHOLDS TO TAKE PLACE AT INSIDE FACE OF DOOR, U.N.O. 4. ALL DIMENSIONS ARE TO CENTERLINE OF TRANSITION BETWEEN FLOORING MATERIALS OR FINISH COLOR OF SAME MATERIAL. PLANS DO NOT SHOW ALL TILES OF SAME MATERIALS. G.C. TO START TILES AS INDICATED ON PLANS. 5. CONFIRM PROPER VENTILATION FOR SEALING FLOOR. 6. G.C. TO REPLACE THE MALL PAVERS ACROSS THE FACE OF THE STOREFRONT WHERE THE PREVIOUS STOREFRONT WAS DEMOLISHED WITHIN THE LEASE LINE. THIS WOULD INCLUDE ALL MALL PAVERS FROM NEUTRAL PIER TO NEUTRAL PIER, INCLUDING THE ENTRY TILE. G.C. CAN OBTAIN MALL PAVERS BY CONTACTING NPC CONSTRUCTION PM. 7. WOOD FLOORING TO BE ON SITE FOR AT LEAST ONE WEEK PRIOR TO INSTALLATION. # DESCRIPTION 1INSTALL WALL BASE BEHIND FIXTURES U.N.O. COORDINATE WITH OWNER'S PROJECT MANAGER. REFER TO 2A/A3.1. 2G.C. TO PROVIDE 2"x2"x48" ALUMINUM CORNER GAURDS MECHANICALLY FASTENED TO GYP. BD. TYPICAL. 3EXISTING THRESHOLD TO REMAIN. ENSURE MAX CHANGE IN LEVEL BETWEEN NEW FLOORING AND EXISTING THRESHOLD DOES NOT EXCEED 1/2". 4EXTEND MALL COMMON AREA FLOORING INTO ENTRY VESTIBULE, G.C. TO COORDINATE WITH MALL MANAGEMENT. SEE DETAIL A3.1/2C FOR TRANSITION DETAIL AT DOOR. 4PROVIDE A LEVEL 5 FINISH IN ALL OPEN AREAS THAT ARE NOT BEHIND WALL FIXTURES. 5EXTEND MALL COMMON AREA FLOORING INTO ENTRY VESTIBULE, G.C. TO COORDINATE WITH MALL MANAGEMENT. SEE DETAIL A3.1/2C FOR TRANSITION DETAIL AT DOOR. 6PATCH AND REPAIR MALL COMMON AREA TILE TO LIKE-NEW CONDITIONS. COORDINATE WITH MALL MANAGEMENT. # REVISIONS:DATE: LL & CLIENT REVIEW11/4/22 BID ISSUE11/4/22 PERMIT ISSUE11/4/22
48"x24"x96"290205800
S48"x18"x96"145121740
S48"x24"x96"290113190 TOTAL 10730
FIXTURE SCHEDULE
TAGQUANITY DESCRIPTION
FX-011CASHWRAP
FX-021BACKWRAP
FX-044FOOT MIRROR
FX-05A7LARGE GRAPHIC FRAME
FX-05B9MEDIUM GRAPHIC FRAME
FX-05C8SMALL GRAPHIC FRAME
FX-064LONG SEATING BENCH
FX-074SMALL SEATING BENCH
FX-0814UNISTRUT WALL SHELF UNIT-SHOE
FX-099WALL BAY MIRROR
FX-111RECTANGULAR TABLE WITH NESTING BENCHES
FX-14148" DIAMETER TABLE
FX-161ACCESSORY DISPLAY UNIT
FX-181FEATURE WALL SHELVES
FX-191FEATURE WALL SHELVES
4MANAGER'S
1. ALLMERCHANDISEFIXTURES,SEATINGANDCASHWRAPSUPPLIEDBYOWNERAND INSTALLEDG.C.
2. G.C.TOVERIFYIN-WALLBLOCKINGREQUIREMENTSFORWALLFIXTUREINSTALLATION WITHFIXTUREVENDOR
3. G.C.TOUNCRATE,ASSEMBLEANDPLACEALLFLOORFIXTURES.
4. G.C.TOMAINTAINAMINIMUMCLEAR36"AISLEWAYBETWEENALLFIXTURESAND OR OTHEROBSTRUCTIONS.
5. ALLSHALLCOMPLYW/CLASS'C'FLAMESPREADREQUIREMENTSPERIFCSECTION803, TABLE803.5.
6. MAINTAIN44MIN.EGRESSAISLEWIDTH.
6 7 3 2 1 8 5 4 FX-14 FX-18 S48"x18"x96" HATCHED AREA INDICATES NO NEW WORK U.N.O. S48"x24"x96"S48"x24"x96"S48"x24"x96" 48"x24"x96" 48"x24"x96" 48"x24"x96" 48"x24"x96" S48"x24"x96" S48"x24"x96"S48"x24"x96"S48"x24"x96" 48"x24"x96" 48"x24"x96" 48"x24"x96" 48"x24"x96" FX-07 FX-07 FX-11 2'-4" 3'-3 1/4" 2'-10" 7'-4" 5 1/2" 2'-4" 2'-4" 1 1/4" 2'-7 1/2" 2'-7 1/2" 2'-7 1/2" 6" 2'-4" 2'-4" 2 3/8" 2'-7 1/2" 2'-7 1/2" 2'-7 1/2" 2'-7 1/2" 11 7/8" 2'-10 3/4" 13'-2" 5'-5" 1" 2'-4" 1 3/4" 2'-7 1/2" 2'-7 1/2" 2'-7 1/2" 1 3/4" 2'-4" 2'-4" 1 3/4" 2'-7 1/2" 2'-7 1/2" 2'-7 1/2" 1 3/4" 2'-4" 1 3/4" 2'-7 1/2" 6" 6'-8" 1'-4 5/8" 2'-0 1/4" 1'-0 3/8" 4 4 N 918 SF STOCKROOM 101 885 SF SALES 100 3'-9 5/8" FX-08 FX-09 FX-08 FX-08 FX-08 FX-09 FX-08 FX-04 FX-04 3'-1" FX-09 48"x24"x96" 48"x24"x96" 48"x24"x96" 48"x24"x96" 48"x24"x96" S48"x24"x96" S48"x24"x96" S48"x24"x96" S48"x24"x96" S48"x18"x96"S48"x18"x96"S48"x18"x96"S48"x18"x96" S48"x18"x96"S48"x18"x96"S48"x18"x96"S48"x18"x96"S48"x18"x96"S48"x18"x96"S48"x18"x96" 3 FX-08 FX-09 FX-08 FX-09 FX-19 FX-06 FX-06 FX-01 FX-02 FX-08 FX-16 FX-09 FX-08 FX-08 FX-04 FX-08 FX-09 FX-09 FX-08 FX-08 FX-04 FX-08 FX-09 FX-06 FX-06 FX-07 FX-07 56 SF RESTROOM 102 48"x24"x96"48"x24"x96"48"x24"x96"48"x24"x96" 48"x24"x96" 48"x24"x96" 48"x24"x96" 4 rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com SHEET NAME JOB NUMBER CHECKED BY DRAWN BY THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 2020 RGLA SOLUTIONS, INC. 2020 ROBERT G. LYON & ASSOCIATES, INC. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com A4.1 TK ZM 22489 FIXTURE PLAN& FIXTURE SCHEDULE DR. MARTENS AIRWAIR#TBD CHERRY CREEK 3000 EAST 1STAVE SPACE #193 DENVER, CO 80206
FIXTURE PLAN 1 SCALE 1/4"=1'0" FIXTURE SCHEDULE 2 SCALE NONE KEY NOTES 3 SCALE NONE STOCK SHELVING CAPACITY (10'-0" HEIGHT, TYP.) FIXTURECAPACITYQUANITYTOTAL UNITS
APPROXIMATE DISTANCE FROM ENTRY TO SHOPPERTRACK BOX AT MANAGER DESK23'-0" ENTRY WIDTH 6'-0" SHOPPERTRAK INFORMATION ON REMODELS HAS THE ENTRY CHANGED OR CASHWRAP BEEN RELOCATEDN/A ENTRY CEILING SOFFIT AT 10'-0" AFF. CEILING TYPE OPEN TO DECK ITEM DIMENSION SHOPPERTRAK DATA GENERAL NOTES 4 SCALE NONE
# DESCRIPTION 112" x 18" LOCKER PROVIDED BY OWNER. G.C. TO COORDINATE FINAL LOCATION WITH OWNER'S PROJECT MANANGER. REFER TO DETAIL 1/A1.2 FOR MORE INFORMATION. 2ACCESSIBLE CASHWRAP. REFER TO DETAIL 10/A1.2 3MOBILE SHELVING UNITS. INSTALL PER MANUFACTURER GUIDELINES. G.C. TO PROVIDE 1/8" HARD BOARD BACKER OR CHICKEN WIRE MESH BETWEEN BACK TO BACK UNITS. RECOMMENDATION. REFER TO DETAIL 5/A1.2 FOR INSTALLATION HEIGHTS OF SHELVES. 4FIXED STOCK ROOM SHELVING. REFER TO DETAIL 5/A1.2 FOR INSTALLATION HEIGHTS OF SHELVES.
DESK WITH SAFE BELOW, SEE DETAIL 1/A1.2 5MANAGER'S DESK WITH SAFE BELOW, SEE DETAIL 1/A1.2 6BULLETIN BOARD COORDNATE FINAL LOCATION WITH OWNER'S PROJECT MANAGER. 7MINI-FRIDGE MICROWAVE 8IT CABINET MOUNTED AT 8'-0" A.F.F. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. # REVISIONS:DATE: LL & CLIENT REVIEW11/4/22 BID ISSUE11/4/22 PERMIT ISSUE11/4/22
0" FINISHED FLOOR 17'-1 1/2" B/O DECK 12'-0" B.O. PAINT LINE P-1 3 B-1 P-2 1 1 1 1 1 1 6 FX-05A FX-05A FX-05A FX-05B FX-05B FX-05B FX-05B FX-05C FX-05C FX-05C FX-05C FX-05C FX-05C FX-05B 1 6 BR-1 P-2 4 3 P-2 4 8 FX-08 FX-08 FX-08 FX-08 FX-09 FX-08 FX-04 FX-04 1 6 1 6 0" FINISHED FLOOR 17'-1 1/2" B/O DECK 12'-0" B.O. PAINT LINE 3 B-1/ P-2 P-1 1 FX-18 OPEN TO STOCKROOM 3 4 P-2 P-1 0" FINISHED FLOOR 17'-1 1/2" B/O DECK 12'-0" B.O. PAINT LINE B-1 P-2 P-1 3 1 1 1 1 1 1 FX-05A FX-05A FX-05A FX-05A FX-05B FX-05B FX-05B FX-05B FX-05C FX-05C 1 1 1 3 BR-1 P-2 4 P-2 6 6 6 FX-09 FX-08 FX-08 4 1 1 1 1 8 0" FINISHED FLOOR 17'-1 1/2" B/O DECK 3 BR-1 10 3 BR-1 7 2 10 P-2 4 P-2 4 rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com SHEET NAME JOB NUMBER CHECKED BY DRAWN BY THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 2020 RGLA SOLUTIONS, INC. 2020 ROBERT G. LYON & ASSOCIATES, INC. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com A5.1 TK ZM 22489 INTERIOR ELEVATIONS & WALLCOVERING FINSIHES DR. MARTENS AIRWAIR#TBD CHERRY CREEK 3000 EAST 1STAVE SPACE #193 DENVER, CO 80206 # DESCRIPTION 1PERIMETER WALL FIXTURES. REFER TO FIXTURE PLAN. 21/2" LOW IRON TEMPERED GLASS. 3PAINT WALL 'P-1' OR INSTALL 'BR-1' UP TO 12'-0" A.F.F. 4PAINT WALL 'P-2' ABOVE 12'-0" A.F.F. TO DECK 6WALL BASE SHALL NOT BE INSTALLED BEHIND FIXTURE. 7EXIT SIGN. REFER TO REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS FOR MORE INFORMATION. 8ACCESSIBLE CASHWRAP SEE DETAIL 10/A1.2 10NEW ENTRY DOORS, REFER TO SHEET G1.2 FOR SPECIFICATIONS AND DETAILS. INTERIOR ELEVATION 1 SCALE 1/4"=1'-0" INTERIOR ELEVATION 3 SCALE 1/4"=1'-0" INTERIOR ELEVATION 2 SCALE 1/4"=1'-0" INTERIOR ELEVATION 4 SCALE 1/4"=1'-0" KEY NOTES 5 SCALE N/A REVISIONS:DATE: LL & CLIENT REVIEW11/4/22 BID ISSUE11/4/22 PERMIT ISSUE11/4/22
METAL FRAMING AS REQUIRED.
(3) #10 S.M.S. EACH SIDE #10 S.M.S. AT 16" O.C., TYP. 800S162-68 METAL STUDS
800T150-54 METAL TRACK. BEND LEGS AS REQUIRED FOR HEAD CONNECTION
BOX BEAM. SEE SECTION A. MITER ENDS AS REQUIRED FOR TRACK CONNECTION
A END OF TRACK
(6) #10 S.M.S. INTO COLUMN (2) ROWS
#10 SCREWS AT 16" O.C.
BUILT-UP COLUMN.
0'-0" AFF. EXISTING SLAB A
4" 2"
B
A1.2 - DETAIL 8 FOR TOP CONNECTION
362T150-54 METAL TRACKS
(2) #10 SCREWS TYP. EACH END. 600S162-68 METAL STUDS WITH 600T150-54 METAL TRACKS 362T150-68 BASE TRACK
(4) 3/8" DIA. SIMPSON TITEN HD ANCHORS WITH 2 1/2" EMBED (ESR-2713). PROVIDE OVERSIZED WASHER
5/8" FIRE RETARDANT PLYWOOD BACKING. BRICK VENEER FINISH. INSTALL PER MANFUACTURE'S GUIDELINES. SEE ELEVATIONS FOR MORE DETAILS. BR-01 LEASE LINE. SF-G
1/2" LOW IRON TEMPERED GLASS. 5/8" FIRE RETARDANT PLYWOOD BACKING.
THICK WALLED REVEAL. PROVIDE FRT BLOCKING BACKING AS REQUIRED. LEASE LINE. NOTE: NO TENANT FINISH MAY PROJECT BEYOND LEASE LINE. SALES AREA MALL
EQ.EQ. 1/4" MAX.
EQ. EQ. EQ.EQ.
GAP
SECTION
SECTION
B
SEE
3 A6.1 1 A6.2 2 A6.2 SALES AREA ENTRY VESTIBULE MALL COMMON AREA 7 2 8 8 9 MT-02 TYP. 5 MT-02 TYP. 5 MT-02 TYP. 5 MT-01 MT-01 A6.1 4 1 A6.2 OPP. SIM. 1 1 DISPLAY WINDOW 10 A6.1 7 A6.1 7 A6.1 7 SIM. SIM. SIM. ALIGN 9'-0 7/8" 1'-7 1/2" REVEAL 3/4" 1'-10 1/4" 2"4" 8'-0 1/4" 4"2" 1'-7 1/2" 7'-0" 1'-10 1/4" REVEAL 3/4" 1
FLOOR 11'-5 3/4" T.O. OF BULKHEAD 6" HILTI KWIK BOLT ANCHORS AT 24" O.C. METAL FRAMING AS REQUIRED. 6" BASE MOUNTED FLUSH TO FRT
SHEET
1
1 1/2" PROVIDE METAL CHANNEL TO MATCH BOLTS FOR ALL 1/4" REVEALS AT SEAMS WITH FRT PLYWOOD BACKING. TYPICAL. METAL FRAMING AS REQUIRED. PRE-FINISHED MATT BLACK 3/4"x3/4"x1/8"
COMMON AREA
0" FINISHED
PLYWOOD BACKING, TYPICAL MT-02
METAL CLADING WITH DECORATIVE BLACKEND STEEL BOLTS. TO BE LAMINATED TO FIRE RETARDANT PLYWOOD BACKING. MT-01
1/2" 1/4"
SALES AREA ADJACENT TENANT MALL COMMON AREA GLAZING SYSTEM JAM MT-02
PROVIDE
SHEET METAL CLADING WITH DECORATIVE BLACKEND STEEL BOLTS. MT-01 #10
ICC-ESR-1976 6"x 3 5/8" BUILT UP JAMB, TYPICAL. SEE DETAIL 6 ON THIS SHEET FOR MORE INFORMATION. 6"x 3 5/8" BUILT UP JAMB, TYPICAL. SEE DETAIL ON THIS SHEET FOR MORE INFORMATION. PROVIDE FIRE RETARDNT BLOCKING BEHIND REVEAL, TYPICAL. 30 1'-11" 2"x4" GLAZING JAM -BLACK. MT-02 1/8" FIRE RETARDANT PLYWOOD, TYPICAL. BLACK BREAK METAL TO BE WRAPPED AROUND PLYWOOD ON EXPOSED SIDES. BLACK BREAK METAL SHALL RETURN 1" MIN. AT CORNERS, TYPICAL. MT-02 MT-02 BUILT UP JAMB: 3 5/8" 18 GAUGE METAL STUDS WITH 3 5/8" 18 GAUGE METAL TRACKS, TYPICAL. 1/8" FIRE RETARDANT PLYWOOD, TYPICAL. 1" 0" FINISHED FLOOR 8 2 MT-02 11'-5 3/4" T.O. OF BULKHEAD 8 MT-02 MT-01 1 1 MT-01 TYP. 4 TYP. 3 TYP. 4 MT-01 6 6 7 TYP. 5 TYP. 3 TYP. 3 TYP. 4 MT-02 MT-02 11 11 SF-G SF-G SF-G MT-03 MT-01 TYP. 3 1 A6.2 3 A6.1 2 A6.2 12'-6 1/8" 1'-8" 2'-11 3/4" 4'-0" 4'-0" 6" TYP. 5 REVEAL 3/4" 1'-10 1/4" 7'-0" 1'-7 1/2" 9'-0 1/4" 1'-10 1/4" 3/4" MT-02 TYP. 5 rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com SHEET NAME JOB NUMBER CHECKED BY DRAWN BY THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 2020 RGLA SOLUTIONS, INC. 2020 ROBERT G. LYON & ASSOCIATES, INC. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com A6.1 TK ZM 22489 STOREFRONT ELEVATIONAND DETAILS DR. MARTENS AIRWAIR#TBD CHERRY CREEK 3000 EAST 1STAVE SPACE #193 DENVER, CO 80206 STOREFRONT ELEVATION 1 SCALE 1/2"=1'-0" KEY NOTES 5 SCALE N/A # DESCRIPTION 1LEASE LINE, VERIFY IN FEILD. 2NEW STOREFRONT SYSTEM, REFER TO SHEET A6.2 FOR DETAILS. 3G.C. TO PROVIDE METAL SHEET 'MT-01' BOLTED TO FACE OF STOREFRONT USING STEEL BOLTS. 4G.C. TO PROVIDE BLACK METAL CHANNEL TO MATCH BOLTS AT ALL 1/4" REVEALS BETWEEN PANELS. 5BASE FINISHED WITH 'MT-02'. 6ALIGN SEAMS. 7ILLUMINATED TENANT SIGNAGE UNDER SEPERATE REVIEW AND PERMIT. G.C. TO PROVIDE ADEQUATE BLOCKING AS REQUIRED. COORDINATE WITH SIGNAGE VENDOR. 8NEW ENTRY DOORS, HARDWARE PER G1.2 TO MATCH NEW STOREFRONT FINISHES. 9LINE OF STOREFRONT SOFFIT. 10LINE OF CEILING RECESS FOR TRACK LIGHTING. SEE REFLECTED CEILING PLAN FOR MORE DETAILS. 114" GLAZING SYSTEM MULLIONS, FINISH 'MT-02' ENLARGED STOREFRONT PLAN 2 SCALE 1/2" =1'-0" NOTE: STOREFRONT STRUCTURE NOT TO INTERFERE WITH EXISTING STRUCTURE. STORFRONT STRUCTURE TO BE INDEPENDENT FROM EXISTING MALL STRUCTURE. COORDINATE LAYOUT OF METAL PANELS WITH DESIGNER NOTES: 1. CORDINATE ALL SEAMS WITH DESIGNER, TYPICAL. 2. BOLTS TO BE DECRATIVE. PANEL SECTION 3 SCALE 1/2" =1'-0" STOREFRONT PLAN DETAIL 4 SCALE 1/2" =1'-0" BUILT-UP COLUMN / HEADER DETAIL 6 SCALE 3" =1'-0" CORNER JAMB DETAIL 7 SCALE 3" =1'-0" REVISIONS:DATE: LL & CLIENT REVIEW11/4/22 BID ISSUE11/4/22 PERMIT ISSUE11/4/22
F.R.T. BLOCKING AS REQUIRED.
TEK SELF-DRILLING SCREWS @ 24" O.C. PER
PRE-FINISHED MATT BLACK 3/4"x3/4"x1/8" THICK WALLED REVEAL. PROVIDE FRT BLOCKING AS REQUIRED. TYPICAL.
DR. MARTEN'S PIN MOUTNED LOGO BACK LIT BY SIGN VENDOR UNDER SEPERATE COVER.
8" BUILT UP CONTIOUS HEADER TO SUPPORT SOFFIT, SEE A6.1/6 FOR HEADER AND JAMB INFORMATION.
PROVIDE F.R.T. BLOCKING AS REQUIRED.
5/8" 'TYPE X' GYPSUM BOARD. SEE INTERIOR ELEVATIONS FOR FINSISH DETAILS.
3 5/8" 20 GA. STRUCTURAL STUDS AT 16" O.C.
8" BUILT UP CONTIOUS HEADER TO SUPPORT SOFFIT, SEE A6.1/6 FOR HEADER AND JAMB INFORMATION. PROVIDE F.R.T. BLOCKING AS REQUIRED.
SHEET METAL CLADING WITH DECORATIVE BLACKEND STEEL BOLTS. TO BE LAMINATED TO FIRE RETARDANT PLYWOOD BACKING. MT-01 SHEET METAL CLADING WITH DECORATIVE BLACKEND STEEL BOLTS. TO BE LAMINATED TO FIRE RETARDANT PLYWOOD BACKING.
COMMON
AREA
PRE-FINISHED MATT BLACK 3/4"x3/4"x1/8" THICK WALLED REVEAL.
3/4" T.O. OF BULKHEAD
5/8" 20 GA. STRUCTURAL STUDS AT 16" O.C.
SHEET METAL CLADING WITH DECORATIVE BLACKEND STEEL BOLTS. TO BE LAMINATED TO FIRE RETARDANT PLYWOOD BACKING. MT-01
8" BUILT UP CONTIOUS HEADER TO SUPPORT SOFFIT, SEE A6.1/6 FOR HEADER AND JAMB INFORMATION.
PROVIDE F.R.T. BLOCKING AS REQUIRED.
NEW TRACK LIGHT RECESS IN GYPSUM BOARD SOFFIT.
COMMON AREA 1/2" LOW IRON TEMPERED GLASS. SF-G
3/4" U-CHANNEL FOR GLAZING, WITH VINYL GLAZING INSERT GASKET AND BLACK SHIMS.
REFER TO SHEET A1.2 FOR TOP CONNECTION DETAILS. DO NOT PENETRATE LANDLORD DECK.
3 5/8" 20 GA. STRUCTURAL STUDS AT 16" O.C. 5/8" 'TYPE X' GYPSUM BOARD. SEE INTERIOR ELEVATIONS FOR FINSISH DETAILS.
8" BUILT UP CONTIOUS HEADER TO SUPPORT SOFFIT, SEE A6.1/6 FOR HEADER AND JAMB INFORMATION.
PROVIDE F.R.T. BLOCKING AS REQUIRED.
6" BASE. MT-02 LEASE LINE
2 1/2"
1 3/4" 1/2" PROVIDE FIRE RETARDANT BLOCKING AS REQUIRED.
0" FINISHED FLOOR
(1) SD101 12 SD SCREWS AT 24" O.C. 10"
GYPSUM BOARD SOFFIT, SEE REFLECTED CEILING PLAN AND FINISH PLAN FOR MORE DETAILS.
3' LONG P1000T UNISTRUT WITH SLOTS FACING DOWN FOR HANGING GRAPHIC ATTACHEMENT. CENTERED ALONG LENGTH OF LIGHT TROUGH. PAINT P-2 (DF).
G.C. TO PROVIDE CORNER BEADS. SALES AREA
11'-5
6"
7'-8" 4" 2'-11
MALL
3/4"
10" SIMPSON RCKW3 CONNECTOR (ESR-4294) WITH (1) 3/8" DIA. SIMPSON TITEN HD WITH 2 1/2" EMBED (ESR-2713) PROVIDE OVERSIZED WASHER. 3 5/8" 20 GA STRUCTURAL STUD AT 16" O.C.
PATCH AND REPARI AS NESSECARY, COORDINATE SPECIFICATION WITH MALL MANANGMENT.
METAL BOTTOM TRACK. TYPICAL. 0" FINISHED FLOOR 11'-5
T.O. OF BULKHEAD
PROVIDE FRT BLOCKING AS REQUIRED. TYPICAL.
ENSURE EXISTING LANLORD'S MALL TILES ARE IN 'LIKE NEW' CONDITION,
362T150-54
3/4"
SALES
MALL
AREA
LEASE LINE
NEW STOREFRONT DOOR WITH NEW HARDWARE, SEE SHEET G1.2 FOR MORE INFORMATION.
MT-01 2"
SHEET A1.2 FOR TOP CONNECTION
DO NOT PENETRATE LANDLORD DECK. 362T150-54 METAL BOTTOM TRACK. TYPICAL. 2'-11 3/4" 8'-6" rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com SHEET NAME JOB NUMBER CHECKED BY DRAWN BY THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 2020 RGLA SOLUTIONS, INC. 2020 ROBERT G. LYON & ASSOCIATES, INC. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com A6.2 TK ZM 22489 STOREFRONT SECTIONS DR. MARTENS AIRWAIR#TBD CHERRY CREEK 3000 EAST 1STAVE SPACE #193 DENVER, CO 80206 STOREFRONT SECTION 1 SCALE 1 1/2"=1'-0" STOREFRONT SECTION 2 SCALE 1 1/2"=1'-0" REVISIONS:DATE: LL & CLIENT REVIEW11/4/22 BID ISSUE11/4/22 PERMIT ISSUE11/4/22
3 5/8" 20 GA. STRUCTURAL STUDS AT 16" O.C.
REFER TO
DETAILS.
ELECTRICALSYMBOLSLEGEND
WALLMOUNTEDDUPLEXRECEPTACLEAT18"A.F.F.UNLESSNOTED OTHERWISE
WALLMOUNTEDQUADRAPLEXRECEPTACLEAT18"A.F.F.UNLESSNOTED OTHERWISE
WALLMOUNTED208VRECEPTACLEAT18"A.F.F.UNLESSNOTEDOTHERWISE
SINGLEPURPOSESPECIALRECEPTACLE
CEILINGMOUNTEDDUPLEXRECEPTACLE
HALF-SWITCHEDDUPLEXCONVENIENCERECEPTACLEMOUNTEDAT+18" AFFTOCENTEROFBOXORASNOTED.COMPUTERDUPLEXRECEPTACLE AT18"AFFTOCENTERORASNOTED.PROVIDE'GRAY'OUTLETBODYWITH STANDARDCOVERPLATEOUTLETS.
DEDICATEDRECEPTACLE.COORDINATEMOUNTINGHEIGHTANDLOCATION WITHPLANS.
WALLMOUNTEDJUNCTIONBOXAT18"A.F.F.UNLESSNOTEDOTHERWISE
FLUSHFLOORMOUNTEDJUNCTIONBOX
DISCONNECTSWITCHINNEMAENCLOSURESIZEASINDICATEDONPLANS
FUSEDDISCONNECTSWITCHINNEMAENCLOSURESIZEASINDICATEDON PLANS
WALLMOUNTEDVOICE/DATAOUTLETAT15"A.F.F.UNLESSNOTED OTHERWISE
WALLMOUNTEDVOICEOUTLETAT15"A.F.F.UNLESSNOTEDOTHERWISE
WALLMOUNTEDDATAOUTLETAT15"A.F.F.UNLESSNOTEDOTHERWISE
FLUSHFLOORMOUNTEDVOICE/DATAOUTLET
FLUSHFLOORMOUNTEDDATAOUTLET
FLUSHFLOORMOUNTEDVOICEOUTLET
#AFSIZEINDICATEDAMPFUSED
AFFABOVEFINISHEDFLOOR
AHJAUTHORITYHAVINGJURISDICTION
AHUAIRHANDLERUNIT
C/BCIRCUITBREAKER
#ASSIZEINDICATEDAMPSWITCH
#ASSIZEINDICATEDAMPSWITCH
CKTCIRCUIT
CKTCIRCUIT
CUCONDENSINGUNIT
DEDDEDICATED
E.C.ELECTRICALCONTRACTOR
EDHELECTRICDUCTHEATER
EFEXHAUSTFAN
EMEMERGENCY
ETREXISTINGTOREMAIN
EXEXISTINGTOREMAIN
DESIGNDRAWINGSARESCHEMATIC.THISCONTRACTORSHALLVISITTHESITE PRIORTOBIDDINGORAWARDOFCONTRACTTOINSPECTEXISTINGFIELD CONDITIONS.THISCONTRACTSHALLINCLUDEALLLABORANDMATERIALS NECESSARYFORFIELDMODIFICATIONSDUETOEXISTINGCONDITIONS. THECONTRACTORSHALLCONTACTTHEARCHITECT,ENGINEEROROWNERPRIOR TOBIDDINGFORINTERPRETATIONSANDCLARIFICATIONSOFTHEDESIGNAND INCLUDEINHISBIDALLCOSTSTOMEETTHEDESIGNINTENT.CLARIFICATIONS MADEBYTHEARCHITECT,ENGINEEROROWNERAFTERBIDDINGWILLBEFINAL ANDSHALLBEIMPLEMENTEDATCONTRACTOR'SCOST.
BIDDINGCONTRACTORSSHALLHAVEAWORKINGKNOWLEDGEOFLOCALCODES ANDORDINANCESANDSHALLINCLUDEINTHEIRBIDSTHECOSTSFORALLWORK INSTALLEDINSTRICTACCORDANCEWITHGOVERNINGCODES.THEPLANSAND SPECIFICATIONSNOTWITHSTANDING,THECONTRACTORSHALLALERT ARCHITECT,ENGINEEROROWNEROFANYAPPARENTDISCREPANCIESBETWEEN GOVERNINGCODESANDDESIGNINTENT.
ELECTRICALCONTRACTORSHALLVERIFYEXACTAMPDRAWONALLEXISTING CIRCUITS/PANELSTOBEREVISEDTOENSUREOVERLOADINGCONDITIONDOES NOTOCCURPRIORTOADDINGADDITIONALITEMSTOCIRCUITS/PANELS.
LIGHTFIXTURESCHEDULE
2.ATTENTIONLIGHTINGSUPPLIERANDCONTRACTOR:ENSUREALLLIGHTINGEXPOSEDTOPLENUMISPLENUMRATED.CONTACTARCHITECT/ENGINEERFORANY DISCREPANCIES.
THERMOSTAT
SINGLEPOLETOGGLESWITCH
OCCUPANCYSENSORSWITCH
OCCUPANCYSENSOR/DIMMERSWITCH
SURFACEMOUNTED120/208VPANEL3'-0"CLEARANCEINFRONTOFPANEL PERN.E.C.
RECESSEDMOUNTED120/208VPANEL-3'-0"CLEARANCEINFRONTOF PANELPERN.E.C.
SURFACEMOUNTED277/480VPANEL3'-0"CLEARANCEINFRONTOFPANEL PERN.E.C.
RECESSEDMOUNTED277/480VPANEL-3'-0"CLEARANCEINFRONTOF PANELPERN.E.C.
MAINSWITCHBOARDORDISTRIBUTIONPANELVERIFYVOLTAGEONRISER DIAGRAM S
PHONEBOARD
INVINVERTERASSPECIFIEDONPLAN
BUCKBOOSTTRANSFORMER
STEPDOWNTRANSFORMERSIZEASINDICATEDONPLANS
GROUND
INDICATESHOMERUN
INDICATESCIRCUITCONTINUATION
INDICATESGROUNDWIRE
INDICATESHOTWIRE
INDICATESNEUTRALWIRE
INDICATESSWITCHLEG
PANEL CIRCUITNUMBER
PANELANDCIRCUITNUMBERINDICATOR}
NOTE:NOTALLSYMBOLSORABBREVIATIONSMAYAPPEARONPLANS.
FACPFIREALARMCONTROLPANEL
FLAFULLLOADAMPS
GFIGROUNDFAULTCIRCUITINTERRUPTER
HPHORSEPOWER
IGISOLATEDGROUND
LLLANDLORD
LTGLIGHTING
MCMECHANICALCONTRACTOR
MCAMINIMUMCIRCUITAMPACITY
NFNON-FUSED GNDGROUND
NICNOTINCONTRACT
NLNIGHTLIGHT
NTSNOTTOSCALE
OSOCCUPANCYSENSOR
PCPLUMBINGCONTRACTOR
PNLELECTRICALPANEL
PWRPOWER
MOCPMAXIMUMOVERCURRENTPROTECTION
QUADQUADRAPLEXRECEPTACLE
RRELOCATED
RTUROOFTOPUNIT
T/CTIMECLOCK
TENTENANT
TGC
TENANTGENERALCONTRACTOR
TYPTYPICAL
UNOUNLESSNOTEDOTHERWISE FAFIREALARM
WPWEATHERPROOF
XFMRTRANSFORMER
ABBREVIATIONS
FIELDVERIFYALLCONDITIONS OSS VSDS FLUSHFLOORMOUNTEDDUPLEXRECEPTACLE BZ PB BUZZER LOWVOLTAGETRANSFORMER PUSHBUTTON TR OSLVCEILINGMOUNTOCCUPANCYSENSOR LVDIMMERSWITCHLVDS DIGITALROOMCONTROLLERD MOTORRATEDSWITCHSM
MARK CATALOGNUMBER FIXTUREDESCRIPTIONVOLTAGE MANUFACTURER SYMBOL NOTE: 1.ALLFIXTURESQUANTITIES,LOCATIONSANDMODELNUMBERSSHALLBECOORDINATEDWITHTHEARCHITECTURALPLANSPRIORTOORDERING.DONOTORDER FROMTHESEPLANS.
K FIXTURE WATTAGE NOTES 4'STRIPLIGHT 120 25W T 0-10VDIMMABLE BARNLIGHTELECTRIC 120 23W Z1LN-L48-3500LM-MVOLT 0-10VDIMMABLE BLE-F-WHD14-150-NA-GU24 PENDANTLIGHT PL 0-10VDIMMABLE 90MIN.EMERGENCYBATTERYBACKUP LITHONIALIGHTING KE 120 25W LUMENWERX - - - - TRACK 2',4',8'LENGTHS T1 JUNO 120 27.4W T263L-G2-27K-80CRI-PDIM TRACKLIGHT 0-10VDIMMABLE X1 120/277 3W EXITSIGN EDGELITL.E.D.EXITSIGN PINNACLE Z1LN-L48-3500LM-MVOLT-E10WLCP 4'STRIPLIGHT 90MIN.EMERGENCYBATTERYBACKUP EMERGENCYPOWERCONTROLFORTRACKLIGHTS INVERTERINFORMATION INVERTERFORE/MLIGHTS INV rglasolutions,inc. 5100RiverRoad,Ste125 SchillerPark,IL60176 p:847.671.7452 847.671.4200 www.rgla.com REVISIONS: DATE: 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200www.rgla.com THEABOVEDRAWINGSANDSPECIFICATIONS ANDIDEAS,DESIGNSANDARRANGEMENTS REPRESENTEDTHEREBYAREANDSHALL REMAINTHEPROPERTYOFTHISOFFICE:AND NOPARTTHEREOFSHALLBECOPIED, DISCLOSEDTOOTHERSORUSEDINTHE CONNECTIONWITHANYWORKORPROJECT OTHERTHANTHESPECIFICPROJECTFOR WHICHTHEYHAVEBEENPREPAREDAND DEVELOPEDWITHOUTTHEWRITTENCONSENT OFTHISOFFICE.VISUALCONTACTWITH THESEDRAWINGSORSPECIFICATIONSSHALL CONSTITUTECONCLUSIVEEVIDENCEOF ACCEPTANCEOFTHESERESTRICTIONS. WRITTENDIMENSIONSONTHESEDRAWINGS SHALLHAVEPRECEDENCEOVERSCALED DIMENSIONS:CONTRACTORSSHALLVERIFY ANDBERESPONSIBLEFORALLDIMENSIONS ANDCONDITIONSONTHEJOBANDTHIS OFFICEMUSTBENOTIFIEDOFANY VARIATIONSFROMTHEDIMENSIONSAND CONDITIONSSHOWNBYTHESEDRAWINGS. SHOPDETAILSMUSTBESUBMITTEDTOTHIS OFFICEFORAPPROVALBEFOREPROCEEDING WITHFABRICATION. 2021RGLASOLUTIONS,INC. 2021ROBERTG.LYONASSOCIATES,INC. DRAWNBY CHECKEDBY JOBNUMBER SHEETNAME LL&CLIENTREVIEW 11/4/2022 BIDISSUE 1301SolanaBlvd. Bldg.1,Suite1420 Westlake,TX76262 817-410-2858 WWW.DONPENN.COM PERMITISSUE 22489 DR.MARTENSAIRWAIR#TBD CHERRYCREEK 3000EAST1STAVE SPACE#193 DENVER,CO80206 11/4/2022 11/4/2022 ELECTRICAL SCHEDULESAND LEGENDS DP CL E1-0
PROVIDEACIRCUITCURRENTLIMITERINTEGRATEDTOTHEENDOFTHETRACK.THE NUMBERSHOWNDENOTESCIRCUITBREAKERAMPERERATING.
INVERTERLIGHTALARMSLMUI-400,400WATTSALLEMERGENCYLIGHTINGINSALES TORUNTHROUGHINVERTER.SEESPECONSHEETE1-0.G.C.TOINSTALL"EPC-2-D"FOR E/MLIGHTINGTOFUNCTIONASFULLONEMERGENCYFEDBYINVERTERDURING POWERLOSS.SEESPECONSHEETE1-0.
ALLEMERGENCYFIXTURESARETOBEPROVIDEDWITHMINIMUM90MINEMERGENCY BATTERYBACK-UPANDCONNECTEDTOUNSWITCHEDLEGOFLOCALCIRCUIT.WIREPER MANUFACTURERSTEMPLATE/INSTRUCTIONSFOREMERGENCYOPERATION.
EXISTINGLIGHTINGEXHAUSTFANTOREMAIN.G.C.TOTIERESTROOMCIRCUITINGIN WITHBOHLIGHTCIRCUITSG.C.TOVERIFYCONDITIONANDREPAIRIFREQUIRED.
PROPOSEDLIGHTINGSWITCHBANKLOCATION.TGCSHALLFIELDVERIFYAND COORDINATEEXACTLOCATIONWITHTENANTPRIORTOROUGH-IN.
EXISTINGLIGHTINGEXHAUSTFANINRESTROOMTOBECLEANED/REPAIRED/REPLACED TOLIKENEWCONDITION.
PROVIDETIMECLOCKCONTROLOFSTOREFRONTLIGHTING.TIMESSCHEDULETOBE DETERMINEDBYTHELANDLORD.
ELECTRICALCONTRACTORTOPROVIDECEILINGMOUNTEDOCCUPANCYSENSORWITH STOCKROOMOVERRIDECONTROL.VERIFYLOCATIONQUANTITYWITHLIGHTING VENDER.
PROVIDEUL1008EMERGENCYTRANSFERRELAYTODIMTRACKLIGHTINGDURING NORMALOPERATIONANDBY-PASSLIGHTINGCONTROLSTOFULL-ONWHENINVERTERIS ACTIVATED.WALLMOUNTJUNCTIONBOXHIGHONWALL.
GENERALNOTES
a.ELECTRICALCONTRACTORSHALLFIELDVERIFYALLEXISTINGCONDITIONSPRIORTO BASEBID.INCASEOFANYDISCREPANCIESWITHEXISTINGFIELDCONDITIONS, ELECTRICALCONTRACTORSHALLVERIFYTHEEXACTDIFFERENCEFORPOSSIBLE REVISIONSTOTHISDOCUMENT.
b.INSTALLRECESSEDLUMINAIRESUSINGACCESSORIESANDFIRESTOPPINGMATERIALS TOMEETREGULBTORYREQUIREMENTSFORFIRERATING.
c.LUMINAIRESINCONTACTWITHINSULBTIONSHALLBEU.L.LISTEDFORTHERMALBARRIER ORPROVIDEDWITH3"MINIMUMCLEARANCE.
d.LIGHTSWITCHESARETOBEMOUNTEDAT48"AFF(UNLESSOTHERWISENOTED).
e.ALLEQUIPMENTSHALLBELISTEDBYANATIONALLYRECOGNIZEDTESTINGLBBORATORY.
f.ITISACCEPTABLETOUSEM/CCABLEFORBRANCHCIRCUITSORHOMERUNSPROVIDEDIT COMPLIESWITHAUTHORITYHAVINGJURISDICTION,LOCALRECOGNIZEDCODEAND LBNDLORD.VERIFYPRIORTOBID.
g.ALLEMERGENCY/EXITLIGHTINGONLOCALCIRCUITSHALLBECONNECTEDAHEADOF LOCALSWITCH(HOT)FORCONTINUOUSOPERATION,UNLESSROUTEDTHROUGHEMU. PROVIDE90MINUTEBATTERYBACKUP.
h.DAYLIGHTSENSORMUSTBECOMPATIBLEWITHLIGHTFIXTUREDRIVER&DIMMER CONTROLS.
i.ATTENTIONLIGHTINGSUPPLIERANDCONTRACTOR:ENSUREALLLIGHTINGEXPOSEDTO PLENUMISPLENUMRATED.
OCCUPANCYSENSORSDIMMING,ANDANYOTHERCONTROLSSHALLBEVERIFIEDTOBE COMPATIBLEWITHLIGHTFIXTUREDRIVERS.
k.TGCTOVERIFYEXITDISCHARGELIGHTINGMEETSCODE.WHEREREQUIREDT.G.C.SHALL PROVIDECODECOMPLIANTEXITDISCHARGELIGHTINGIFNOTPRESENT
1ELECTRICALLIGHTINGPLAN Scale:1/4"=1'-0" OS SB 1
2 3 4 5 6 KEYEDNOTES 7 8 5 1 918SF STOCKROOM 101 885SF SALES 100 918SF STOCKROOM 101 885SF SALES 100 56SF RESTROOM 102 885SF SALES 100 T1 KE3 KE3 KE3 KE3 KE3 KE3 K K K K K K K K X1 3 X1 X1 2 3 X1 2 T T T T T T T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 PL PL E/MINV A 15 A 9 A 11 A 7 A 7 7 A 1
4 A 17
2 A 13 1
1 7
E/MINV E/MINV E/MINV S O
8 J
9 9 rglasolutions,inc. 5100RiverRoad,Ste125 SchillerPark,IL60176 p:847.671.7452 847.671.4200 www.rgla.com REVISIONS: DATE: 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200www.rgla.com THEABOVEDRAWINGSANDSPECIFICATIONS ANDIDEAS,DESIGNSANDARRANGEMENTS REPRESENTEDTHEREBYAREANDSHALL REMAINTHEPROPERTYOFTHISOFFICE:AND NOPARTTHEREOFSHALLBECOPIED, DISCLOSEDTOOTHERSORUSEDINTHE CONNECTIONWITHANYWORKORPROJECT OTHERTHANTHESPECIFICPROJECTFOR WHICHTHEYHAVEBEENPREPAREDAND DEVELOPEDWITHOUTTHEWRITTENCONSENT OFTHISOFFICE.VISUALCONTACTWITH THESEDRAWINGSORSPECIFICATIONSSHALL CONSTITUTECONCLUSIVEEVIDENCEOF ACCEPTANCEOFTHESERESTRICTIONS. WRITTENDIMENSIONSONTHESEDRAWINGS SHALLHAVEPRECEDENCEOVERSCALED DIMENSIONS:CONTRACTORSSHALLVERIFY ANDBERESPONSIBLEFORALLDIMENSIONS ANDCONDITIONSONTHEJOBANDTHIS OFFICEMUSTBENOTIFIEDOFANY VARIATIONSFROMTHEDIMENSIONSAND CONDITIONSSHOWNBYTHESEDRAWINGS. SHOPDETAILSMUSTBESUBMITTEDTOTHIS OFFICEFORAPPROVALBEFOREPROCEEDING WITHFABRICATION. 2021RGLASOLUTIONS,INC. 2021ROBERTG.LYONASSOCIATES,INC. DRAWNBY CHECKEDBY JOBNUMBER SHEETNAME LL&CLIENTREVIEW 11/4/2022 BIDISSUE 1301SolanaBlvd. Bldg.1,Suite1420 Westlake,TX76262 817-410-2858 WWW.DONPENN.COM PERMITISSUE 22489 DR.MARTENSAIRWAIR#TBD CHERRYCREEK 3000EAST1STAVE SPACE#193 DENVER,CO80206 11/4/2022 11/4/2022 ELECTRICAL LIGHTINGPLAN CL MA E2-0
1PROVIDE3/4"CONDUITWITHPULLSTRINGFROMINSIDEOFSTOREFRONTSOFFITTOTELEPHONEBOARDFORTRAFFICCOUNTER.VERIFYEXACTREQUIREMENTS WITHOWNER/ARCHITECTPRIORTOINSTALLATION.
ROUTE(1)1"CONDUITFORPOWERAND(1)11/2"CONDUITFORDATAUNDERSLABANDSTUBUPINCASHWRAPWITHPULLSTINGS.VERIFYAPPROVEDMETHODOF SLABPENETRATION(COREDRILLING,SAW-CUTTING,ETC)WITHMALLCONSTRUCTIONMANAGERPRIORTOINSTALLATION.FIELDVERIFYROUTINGOFCONDUIT PRIORTOCUTTINGFLOOR.PATCHTOMATCHEXISTING.ALLFLOORMOUNTEDDEVICESMUSTMEET"SCRUBWATERTEST".PRIORTOCUTTING,TRENCHING, CORINGETC.G.C.WILLNEEDTOVERIFYIFX-RAYISREQUIREDBYL.L.
DUPLEXSHOWWINDOWRECEPTACLE(S)CENTEREDBETWEENLIGHTSONSOFFIT.LOCATE18"FROMTOPOFWINDOW(NEC210.62)
EXISTINGJUNCTIONBOX&DISCONNECTFOREXTERIORSIGNAGETOREMAIN.PROVIDEANDINSTALLNEWIFREQUIRED.
NOTUSED.
PROVIDEANDINSTALL4'X4'X3/4"FIRERESISTANTPLYWOODTELEPHONEBACKBOARDMOUNTEDSECURELYTOWALLAT84"AFFTOBOTTOMOFBOARD.PROVIDE (1)1"CONDUITFROMLANDLORDTELEPHONESERVICETERMINATIONPOINTTOTENANTSPACE.COORDINATEALLREQUIREMENTSWITHLANDLORDAND TELEPHONECOMPANY.
EXISTINGELECTRICALDISTRIBUTIONEQUIPMENTTOREMAIN.
TRAFFICCOUNTINGSENSORPENDANTMOUNTEDAT10'-0"INSTALLEDBYVENDOR.EXACTLOCATIONORPENDANTMOUNTEDSENSORDETERMINEDBYVENDOR.
PROVIDENEWJ-BOXAT60"AFFFORREMOTESENSOR.
PROVIDE20/1/NFDISCONNECTFORVAV-1.CONNECTTOCIRCUITINDICATEDUSING2#12,#12G,IN3/4"CONDUIT.
PRIORTOANYFLOORSLABCUTTING/TRENCHING/CORING/ETC.GCSHALLX-RAYSLABPRIORTOANYWORKSTARTING.GCSHALLCOORDINATEX-RAYWITHON-SITE MALLOPERATIONSMANAGERPRIORTOWORKSTARTING.
INVERTERFORSALESE/MLIGHTING.
COORDINATEI.TRACKMOUNTINGHEIGHTSANDALLREQUIREMENTSWITHOWNER.
PROVIDERECESSEDCLOCKTYPERECEPTACLEFORLITSIGN.COORDINATEWITHOWNERSCONSTRUCTIONMANAGERFOREXACTLOCATIONANDREQUIREMENTS.
GENERALNOTES
a.ELECTRICALCONTRACTORSHALLFIELDVERIFYALLEXISTINGCONDITIONSPRIORTO BASEBID.INCASEOFANYDISCREPANCIESWITHEXISTINGFIELDCONDITIONS, ELECTRICALCONTRACTORSHALLVERIFYTHEEXACTDIFFERENCEFORPOSSIBLE REVISIONSTOTHISDOCUMENT.
b.ALLEQUIPMENTSHALLBELISTEDBYANATIONALLYRECOGNIZEDTESTINGLABORATORY.
c.ITISACCEPTABLETOUSEM/CCABLEFORBRANCHCIRCUITSORHOMERUNSPROVIDEDIT COMPLIESWITHAUTHORITYHAVINGJURISDICTION,LOCALRECOGNIZEDCODEAND LANDLORD.VERIFYPRIORTOBID.
d.COORDINATELOCATIONSOFALLRECEPTACLESANDOUTLETSWITHARCHITECTURAL PLANSANDELEVATIONS.
e.ALLLOWVOLTAGEWIRINGTOBEINCONDUITUNLESSOTHERWISEAPPROVEDBY AUTHORITYHAVINGJURISDICTION.
f.ALLWORKSHALLCOMPLYWITHTHECURRENTLYADOPTEDCODES,ORDINANCES,AND AMENDMENTS.
g.PROVIDEPLENUMRATEDWIRINGWHEREREQUIRED.COMPLYWITHNEC300.22.
h.PROPERLYGROUNDRECEPTACLES,BOXESANDCOVERPLATESINSTALLEDINFIXTURES PERNEC.250.146AND406.
i.NOBX,ACORROMEXTYPEWIRINGALLOWED.
CONTRACTORSHALLFIELDVERIFYEXISTINGCONDITIONSANDSHALLNOTIFY THEENGINEERIFEXISTINGCONDITIONSARENOTCODECOMPLIANT(PRIOR TOCOMMENCINGWORK).
WHENREQUIRED,ITISTHEOWNER'SRESPONSIBILITYTOCONTRACT WITHACOMMISSIONINGAUTHORITYTOCOMPLYWITHLOCALCODES.
Scale:1/4"=1'-0"
918SF STOCKROOM 101 885SF SALES 100 918SF STOCKROOM 101 885SF SALES 100 56SF RESTROOM 102 885SF SALES 100 1ELECTRICALPOWERPLAN
2 4 5 6 3 8 7 KEYEDNOTES
10 11 12 9 A 4 4 A 6 JJ A 20 GFI A 24A 26A 28 EX.PANEL"H" EX.PANEL"A" EX. XFMR A 16 A 12 A 22 A 8 A 10 A 6 5 A 2 (N)INVERTER A 7 A 18 REF MW A 6 A 6 A 36 I.T A 30 A 30 VAV-1 A 25 S VAV-1 (E)UH (E)UH J 3 1 12 10 11 8
2 6 COORDINATEFINALDATAPOWERREQUIREMENTSFORMANAGERSDESKWITHP.M.PRIORTOINSTALL. 13 13 14 14 A 30 A 21 A 21 J 15 15 15 rglasolutions,inc. 5100RiverRoad,Ste125 SchillerPark,IL60176 p:847.671.7452 847.671.4200 www.rgla.com REVISIONS: DATE: 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200www.rgla.com THEABOVEDRAWINGSANDSPECIFICATIONS ANDIDEAS,DESIGNSANDARRANGEMENTS REPRESENTEDTHEREBYAREANDSHALL REMAINTHEPROPERTYOFTHISOFFICE:AND NOPARTTHEREOFSHALLBECOPIED, DISCLOSEDTOOTHERSORUSEDINTHE CONNECTIONWITHANYWORKORPROJECT OTHERTHANTHESPECIFICPROJECTFOR WHICHTHEYHAVEBEENPREPAREDAND DEVELOPEDWITHOUTTHEWRITTENCONSENT OFTHISOFFICE.VISUALCONTACTWITH THESEDRAWINGSORSPECIFICATIONSSHALL CONSTITUTECONCLUSIVEEVIDENCEOF ACCEPTANCEOFTHESERESTRICTIONS. WRITTENDIMENSIONSONTHESEDRAWINGS SHALLHAVEPRECEDENCEOVERSCALED DIMENSIONS:CONTRACTORSSHALLVERIFY ANDBERESPONSIBLEFORALLDIMENSIONS ANDCONDITIONSONTHEJOBANDTHIS OFFICEMUSTBENOTIFIEDOFANY VARIATIONSFROMTHEDIMENSIONSAND CONDITIONSSHOWNBYTHESEDRAWINGS. SHOPDETAILSMUSTBESUBMITTEDTOTHIS OFFICEFORAPPROVALBEFOREPROCEEDING WITHFABRICATION. 2021RGLASOLUTIONS,INC. 2021ROBERTG.LYONASSOCIATES,INC. DRAWNBY CHECKEDBY JOBNUMBER SHEETNAME LL&CLIENTREVIEW 11/4/2022 BIDISSUE 1301SolanaBlvd. Bldg.1,Suite1420 Westlake,TX76262 817-410-2858 WWW.DONPENN.COM PERMITISSUE 22489 DR.MARTENSAIRWAIR#TBD CHERRYCREEK 3000EAST1STAVE SPACE#193 DENVER,CO80206 11/4/2022 11/4/2022 ELECTRICAL POWERPLAN DP CL E3-0
LIGHTINGCONTROLDETAIL
1.PROVIDEENGRAVEDDESCRIPTIONWITHBLACKREVEAL3/16"HIGHLETTERING
2.SEESPECIFICATIONSFORWALLPLATEMATERIAL,STYLEANDTYPE.
3.SWITCHINGDESIGNATION.
4.TYPEOFSWITCHSHOWNFORREFERENCEONLY.
5.PROVIDEMASTEROVERRIDESWITCH.
6.PROVIDELUTHRON"PHPM"MODULEOREQUAL.
CONTRACTORTOCOORDINATEALLLIGHTING/DIMMINGCONTROLSANDLIGHTING SPECIFICATIONSWITHCONTROLVENDORPRIORTOORDERINGTOENSURECORRECT COMPONENTSAREPROVIDEDFORDIMMINGANDCONTROLCAPABILITY.
G.C.TOCOORDINATESTOREFRONTTIMECONTROLWITHSTOREMANAGERTIMESCHEDULING.
CONTACTORCONTROL SWITCH'a'(MOMENTARY,TYP.)
DIMMERCONTROL SWITCH'b'
DIMMERCONTROL SWITCH'c'
DIMMERCONTROL SWITCH'd'
DIMMERCONTROL SWITCH'e'
S/FSIGNAGE SHOWWINDOWRECEPTACLE
S/WTRACKLIGHTS
NEWNORMALLYOPEN (MECHANICALLYHELD)LIGHTING CONTACTORINAPPROVED ENCLOSURE20AMINIMUMRATED CONTACTS.PROVIDENEWIF REQUIRED).
A-11GENERALSALESTRACKLIGHTING
A-13SALESDISPLAYTRACKLIGHTING
A-15SALESCASHPENDANTLIGHTING
OS A-17BOHLIGHTS
GENERALNOTES
a.TENANT'SGENERALCONTRACTORSHALLPROVIDEANDINSTALLALLCOPPER CONDUCTORSWHENNEWISREQUIRED.
b.VERIFYALLEXISTINGCONDITIONSINFIELD.ALLUPGRADESREQUIREDBYCODES, LANDLORDORTENANTSHALLBEBYTENANTATTENANTSEXPENSE.
c.CONTRACTORTOVERIFYEXACTDISTANCEANDROUTINGOFSERVICEFEEDERS FROMLANDLORDDISTRIBUTION/SERVICEENTRANCEEQUIPMENTTOTENANT SPACEPRIORTOBIDDING.
d.CONTRACTORTOCOORDINATEALLLIGHTING/DIMMINGCONTROLSANDLIGHTING SPECIFICATIONSWITHCONTROLSVENDORPRIORTOORDERINGTOENSURE CORRECTCOMPONENTSAREPROVIDEDFORDIMMINGANDCONTROLS COMPATIBILITY.
e.CONTRACTORTOPROVIDEALLBREAKERSINEXISTINGPANELS.
f.CONTRACTORTOVERIFYALLMETERINGREQUIREMENTSWITHLANDLORDAND UTILITYPRIORTOBID.
g.PROVIDECOMPLIANCEWITHNEC110.26"SPACESABOUTELECTRICAL EQUIPMENT."
h.PROVIDECOMPLIANCEWITHNEC408.4"CIRCUITDIRECTORYORCIRCUIT IDENTIFICATION".
i.ITISTHEELECTRICALCONTRACTOR'SRESPONSIBILITYTOPROPERLYBALANCE ALLBRANCHCIRCUITSBETWEENTHEPHASES(WITHIN10%OFEACH)OFTHE SYSTEMREGARDLESSOFTHECIRCUITINGINDICATED.
“ALLLOWVOLTAGEWIRINGTOBEINCONDUITUNLESSOTHERWISEAPPROVED BYAUTHORITYHAVINGJURISDICTION.”
k.GENERALCONTRACTORSHALLVERIFYANYTHIRDPARTYINSPECTIONSREQUIRED BYTHELOCALJURISDICTIONPRIORTOSTARTOFCONSTRUCTION.
NOTEREGARDINGEXAMINATIONOFPREMISES/FIELDCONDITIONS
DESIGNDRAWINGSARESCHEMATIC.ONCEONSITEGENERALCONTRACTORISTO INSPECTEXISTINGFIELDCONDITIONSANDFAMILIARIZEHIMSELFWITHANY CONDITIONSTHATMAYAFFECTHISWORKINANYMANNERPRIORTOSTARTOF CONSTRUCTION.
IFTHEGENERALCONTRACTORFINDSTHATTHEREAREDISCREPANCIESBETWEEN THEEXISTINGCONDITIONSANDTHEINFORMATIONSHOWNONTHESEDRAWINGS,GC ISTONOTIFYTHETENANT'SREPRESENTATIVEANDARCHITECTOFTHOSE DISCREPANCIESPRIORTOCOMMENCEMENTOFWORK.
RFISHALLBESUBMITTEDFORALLLABORANDMATERIALSNECESSARYFORFIELD MODIFICATIONSDUETOEXISTINGCONDITIONS.
NOTEREGARDINGELECTRICALDISTRIBUTIONSYSTEM
THEELECTRICALRISERDIAGRAMINDICATEDHASBEENPROPERLYDESIGNEDTO ACCOMMODATETENANT'SPOWERREQUIREMENTSANDMEETSALLAPPLICABLE BUILDINGCODES.ITISTHERESPONSIBILITYOFTHEGCTOVERIFYALLEXISTING CONDITIONSANDDETERMINEIFANYEXISTINGEQUIPMENTANDWIRINGISSUITABLE FORREUSEINTHESYSTEMPRIORTOSTARTOFCONSTRUCTION.
ELECTRICALCONTRACTORSHALLPERFORMALLWORKNECESSARYTORESULTINA COMPLETEANDLEGALINSTALLATIONINCLUDINGTHEUPGRADINGAND/OR MODIFICATIONOFTHEEXISTINGSERVICEFEEDERS,CONDUITSANDTAP-INS EXTENDEDTOPROPERPOINTOFORIGINASCOORDINATEDWITHTHELANDLORD.
HOMERUNSANDBRANCHWIRINGFOR20AMPCIRCUITSSHALLBEASFOLLOWS:
CIRCUITWIRESIZE
HOMERUNWIRESIZE
DIAGRAMBASEDONINFORMATIONAVAILABLEATTIMEOFDESIGN. FIELDVERIFYALLEXISTINGCONDITIONSPRIORTOROUGH-IN. CONTACTENGINEERIFCONDITIONSAREDIFFERENTTHANAS SHOWNPRIORTOCOMMENCINGWORK
(E)EXISTING (N)NEW (R)RELOCATED
1FTTO50FT 51FTTO75FT 76FTTO120FT 121FTTO190FT 191FTTO300FT
LENGTH
NO.12AWG NO.12AWG NO.10AWG NO.10AWG NO.10AWG
NO.12AWG NO.10AWG NO.8AWG NO.6AWG NO.4AWG
ELECTRICALRISERDIAGRAM LANDLORDTENANT LEASE LINE MMM EXMETERBASEAND METERSOCKET EX200AMPFUSED DISCONNECT. EXISTINGTOREMAIN EXPANEL 'A' FORMERLY "LP" EXPANEL 'H' FORMELY "HP" EX30KVA XFMR EXISTINGTOREMAIN SALESAREA SALESAREA A-7 SALESLIGHTSSALESAREA DISPLAY TRACK LIGHTS 2HOUROVERIDE CASH PENDANT LIGHTS GENERAL TRACK LIGHTS +48"A.F.F. INVERTER LIGHTS
A-7GENERALSALESTRACKLIGHTING(E/M) NEW24HR/7DAYASTRONOMICAL TIMECLOCKINTERMATICET90815CR)
NEUTRALHOT
NEUTRAL TC1
2HR.MANUAL OVERRIDESWITCH
OCCUPANCY SENSOR NEUTRAL
A-2A-4 SPARE A-9 SPARE
TCC1 EX TEL A-11 A-13 A-15
KEYEDNOTES:
1 2 3 4 5 SALESLITSIGNAGE A-21 rglasolutions,inc. 5100RiverRoad,Ste125 SchillerPark,IL60176 p:847.671.7452 847.671.4200 www.rgla.com REVISIONS: DATE: 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200www.rgla.com THEABOVEDRAWINGSANDSPECIFICATIONS ANDIDEAS,DESIGNSANDARRANGEMENTS REPRESENTEDTHEREBYAREANDSHALL REMAINTHEPROPERTYOFTHISOFFICE:AND NOPARTTHEREOFSHALLBECOPIED, DISCLOSEDTOOTHERSORUSEDINTHE CONNECTIONWITHANYWORKORPROJECT OTHERTHANTHESPECIFICPROJECTFOR WHICHTHEYHAVEBEENPREPAREDAND DEVELOPEDWITHOUTTHEWRITTENCONSENT OFTHISOFFICE.VISUALCONTACTWITH THESEDRAWINGSORSPECIFICATIONSSHALL CONSTITUTECONCLUSIVEEVIDENCEOF ACCEPTANCEOFTHESERESTRICTIONS. WRITTENDIMENSIONSONTHESEDRAWINGS SHALLHAVEPRECEDENCEOVERSCALED DIMENSIONS:CONTRACTORSSHALLVERIFY ANDBERESPONSIBLEFORALLDIMENSIONS ANDCONDITIONSONTHEJOBANDTHIS OFFICEMUSTBENOTIFIEDOFANY VARIATIONSFROMTHEDIMENSIONSAND CONDITIONSSHOWNBYTHESEDRAWINGS. SHOPDETAILSMUSTBESUBMITTEDTOTHIS OFFICEFORAPPROVALBEFOREPROCEEDING WITHFABRICATION. 2021RGLASOLUTIONS,INC. 2021ROBERTG.LYONASSOCIATES,INC. DRAWNBY CHECKEDBY JOBNUMBER SHEETNAME LL&CLIENTREVIEW 11/4/2022 BIDISSUE 1301SolanaBlvd. Bldg.1,Suite1420 Westlake,TX76262 817-410-2858 WWW.DONPENN.COM PERMITISSUE 22489 DR.MARTENSAIRWAIR#TBD CHERRYCREEK 3000EAST1STAVE SPACE#193 DENVER,CO80206 11/4/2022 11/4/2022 PANEL SCHEDULESAND RISERDIAGRAM E4-0 DP CL
rglasolutions,inc. 5100RiverRoad,Ste125 SchillerPark,IL60176 p:847.671.7452 847.671.4200 www.rgla.com REVISIONS: DATE: 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200www.rgla.com THEABOVEDRAWINGSANDSPECIFICATIONS ANDIDEAS,DESIGNSANDARRANGEMENTS REPRESENTEDTHEREBYAREANDSHALL REMAINTHEPROPERTYOFTHISOFFICE:AND NOPARTTHEREOFSHALLBECOPIED, DISCLOSEDTOOTHERSORUSEDINTHE CONNECTIONWITHANYWORKORPROJECT OTHERTHANTHESPECIFICPROJECTFOR WHICHTHEYHAVEBEENPREPAREDAND DEVELOPEDWITHOUTTHEWRITTENCONSENT OFTHISOFFICE.VISUALCONTACTWITH THESEDRAWINGSORSPECIFICATIONSSHALL CONSTITUTECONCLUSIVEEVIDENCEOF ACCEPTANCEOFTHESERESTRICTIONS. WRITTENDIMENSIONSONTHESEDRAWINGS SHALLHAVEPRECEDENCEOVERSCALED DIMENSIONS:CONTRACTORSSHALLVERIFY ANDBERESPONSIBLEFORALLDIMENSIONS ANDCONDITIONSONTHEJOBANDTHIS OFFICEMUSTBENOTIFIEDOFANY VARIATIONSFROMTHEDIMENSIONSAND CONDITIONSSHOWNBYTHESEDRAWINGS. SHOPDETAILSMUSTBESUBMITTEDTOTHIS OFFICEFORAPPROVALBEFOREPROCEEDING WITHFABRICATION. 2021RGLASOLUTIONS,INC. 2021ROBERTG.LYON&ASSOCIATES,INC. DRAWNBY CHECKEDBY JOBNUMBER SHEETNAME LL&CLIENTREVIEW 11/4/2022 BIDISSUE 1301SolanaBlvd. Bldg.1,Suite1420 Westlake,TX76262 817-410-2858 WWW.DONPENN.COM PERMITISSUE 22489 DR.MARTENSAIRWAIR#TBD CHERRYCREEK 3000EAST1STAVE SPACE#193 DENVER,CO80206 11/4/2022 11/4/2022 ENERGYFORMS DP CL E6-0
1.PERFORMALLWORKINACCORDANCEWITHALLAPPLICABLECODESANDAUTHORITIES HAVINGJURISDICTION.PROVIDEALLPERMITS,INSPECTIONS,LICENSESANDFEES.FURNISH ALLLABOR,EQUIPMENT,SUPPLIES,ANDMATERIALSNECESSARYTOPROVIDECOMPLETEAND OPERATIONALSYSTEMS.
2.THEDRAWINGSANDSPECIFICATIONSINDICATETHEGENERALDESIGNANDARRANGEMENTOF PIPES,FIXTURES,EQUIPMENT,SYSTEMS,ETC.INFORMATIONSHOWNISDIAGRAMMATICIN CHARACTERANDDOESNOTNECESSARILYINDICATEEVERYREQUIREDOFFSET,FITTING,ETC. DONOTSCALETHEDRAWINGSFORDIMENSIONS.TAKEALLDIMENSIONS,MEASUREMENTS, EQUIPMENTLOCATIONS,LEVELS,ETC.FROMTHEARCHITECTURALDRAWINGS,FIELD MEASUREMENTS,ANDFROMTHEEQUIPMENTTOBEFURNISHED.PIPINGMAYBERELOCATED OROFFSETFORPROPERCLEARANCESORTOAVOIDCONFLICTSWITHOTHERTRADES.THE DESIGNINTENT(I.E.PITCHES,VELOCITIES,PRESSUREDROPS,VOLTAGEDROPS,ETC.) CANNOTBEGREATLYALTEREDWITHOUTTHEAPPROVALOFTHEARCHITECT.THECOSTOF THESEDEVIATIONSTOAVOIDINTERFERENCE'SSHALLBEPARTOFTHEORIGINALCONTRACT BID.
3.CONFERANDCOOPERATEWITHALLOTHERTRADESTOCOORDINATETHEIRWORK. COORDINATIONSHALLINCLUDE,BUTSHALLNOTBELIMITEDTO,MATERIALSANDEQUIPMENT ROUTEDINCEILINGANDWALLCAVITIES,EQUIPMENTARRANGEMENTINMECHANICALSPACES, INCLUDINGEQUIPMENTCLEARANCEREQUIREMENTS,ELEVATIONSANDDIMENSIONSOF STRUCTURALMEMBERSANDOPENINGS,ETC.NOTIFYTHEARCHITECTOFANYCONFLICTS.
4.BASEFINALINSTALLATIONOFMATERIALSANDEQUIPMENTONACTUALDIMENSIONSAND CONDITIONSATTHEPROJECTSITE.FIELDMEASUREFORMATERIALSANDEQUIPMENT REQUIRINGEXACTFIT.NOEXTRASWILLBEGIVENFORTHECONTRACTOR'SFAILURETOFIELD COORDINATE.
5.THEOWNERORENGINEERARENOTRESPONSIBLEFORTHECONTRACTOR'SSAFETY PRECAUTIONSORFORMEANS,METHODS,TECHNIQUES,CONSTRUCTIONSEQUENCES,OR PROCEDURESREQUIREDTOPERFORMTHEWORK.
6.LOCATEALLEQUIPMENTTHATMUSTBESERVICED,OPERATED,ORMAINTAINEDINFULLY ACCESSIBLEPOSITIONS.EQUIPMENTSHALLINCLUDE,BUTNOTBELIMITEDTO,VALVES, MOTORS,CONTROLLERS,SWITCHGEAR,ANDDRAINPOINTSIFREQUIREDFORBETTER ACCESSIBILITY.FURNISHACCESSDOORSFORTHISPURPOSE.MINORDEVIATIONSFROMTHE DRAWINGSMAYBEALLOWEDTOPROVIDEFORBETTERACCESSIBILITY.ANYCHANGESSHALL BEAPPROVEDBYTHEARCHITECTANDCONSTRUCTIONMANAGER/GENERALCONTRACTOR PRIORTOMAKINGTHECHANGE.
7.PROVIDEACCESSDOORS,WALLOPENINGS,ROOFOPENINGS,ORANYOTHERCONSTRUCTION REQUIREMENTNEEDEDTOACCOMMODATETHEMECHANICALEQUIPMENT.LOCATIONSOF THESEOPENINGSSHALLBESUBMITTEDINSUFFICIENTTIMETOBEINSTALLEDINTHENORMAL COURSEOFWORK.
8.COORDINATEELECTRICALREQUIREMENTSOFAPPROVEDMECHANICALEQUIPMENTWITHTHE ELECTRICALSUB-CONTRACTORPRIORTOTHEPURCHASEANDINSTALLATIONOFANY ELECTRICALEQUIPMENT,DEVICES,WIRING,ORCONDUIT.
9.PROVIDEGENERALCONTROLWIRING,THERMOSTATS,MOTORIZEDDAMPERSANDCONDUIT ASSOCIATEDWITHHVACEQUIPMENT.COORDINATETHELOCATIONOFALLTHERMOSTATS, ROOMSENSORS,ETC.WITHTHEARCHITECTANDALLOTHERTRADESPRIORTOINSTALLATION. IFACONFLICTWITHMILLWORK,LIGHTSWITCHES,WINDOWS,ETC.EXISTS,NOTIFYTHE ARCHITECTOFTHEPOTENTIALINTERFERENCEPRIORTOINSTALLATION.INSTALL THERMOSTATSWITHPROTECTIVELOCKINGCOVER,CENTEREDAT4'-0"ABOVEFINISHED FLOOR,UNLESSOTHERWISEINDICATED.COMPLYWITHTHEPROVISIONSOFTHEAMERICANS WITHDISABILITIESACT(ADA)ANDTHETEXASACCESSIBILITY'SSTANDARD(TAS).
10.ALLDIMENSIONSSHOWNONTHEDRAWINGSFORDUCTWORKARENETINSIDECLEAR DIMENSIONSFORRECTANGULARDUCT,THEFIRSTFIGUREOFTHEDUCTSIZEINDICATESTHE DIMENSIONOFTHEFACESHOWN.VERIFYTHATTHEDUCTWORKSPECIFIEDWILLFITINTHE SPACEAVAILABLEUSINGTHEARCHITECTURAL,STRUCTURAL,ANDELECTRICALDRAWINGSAS REFERENCEPRIORTOFABRICATIONANDINSTALLATION.ROUNDDUCTOFEQUALNETINSIDE CLEAR
11.PROVIDETURNINGVANESONALLRECTANGULARSUPPLY,EXHAUST,ANDRETURNDUCTWORK INCLUDINGTHETOPANDBOTTOMOFVERTICALDUCTSUNLESSOTHERWISEINDICATED.
12.PROVIDEALOCKINGQUADRANTVOLUMEDAMPERATTHETAPOFEACHRUN-OUTTO DIFFUSERSFORBALANCINGPURPOSES,UNLESSOTHERWISEINDICATED.THERUN-OUTDUCT SIZEISTHESAMESIZEASTHEDIFFUSERORGRILLENECKSIZE,UNLESSOTHERWISE INDICATED.
13.CEILINGSPACEISNEEDEDASARETURNAIRPLENUMINCERTAINAREAS.FOLLOWALL APPLICABLECODESASTOMATERIALSALLOWEDFORUSEINAIRPLENUMS.COORDINATEALL WORKTOPROVIDEFREERETURNOFAIRFROMALLLOCATIONS.
14.REFERTOARCHITECTURALDRAWINGSFORLOCATIONOFALLFIRERATEDWALLSAND CEILINGS.PROVIDEFIREDAMPERSAND/ORCOMBINATIONFIRE/SMOKEDAMPERSIN DUCTWORKATALLLOCATIONSWHEREDUCTSPASSTHROUGHFIRERATEDASSEMBLY. MECHANICALSUB-CONTRACTORSHALLBERESPONSIBLEFORPROVIDINGANDINSTALLING FIREANDFIRE/SMOKEDAMPERS.COORDINATECONSTRUCTIONREQUIREMENTSAND PROVISIONSFORCONNECTIONSTOFIREALARMSYSTEM.
15.ALLDUCTWORKSHALLBESHEETMETALFABRICATEDINACCORDANCEWITHSMACNA STANDARDS.ALLDUCTWORKONVAVSYSTEMSFROMAHUTOTERMINALUNITSHALLBE CONSTRUCTEDTO6"W.G.ANDSEALEDTOSMACNACLASSA.DUCTWORKDOWNSTREAMOF TERMINALUNITSSHALLBECONSTRUCTEDTO1"W.G.ANDSEALEDTOSMACNACLASSC.ALL DUCTWORKASSOCIATEDWITHCONSTANTVOLUMESYSTEMSSHALLBECONSTRUCTEDTO2" W.G.ANDSEALEDTOSMACNACLASSA.SEALALLSEAMSWITHMASTICSEALANTUL181 LISTEDFORTHEAPPLICATIONUSED.SEALANTSHALLBEDESIGNEDFORUSEONMETALDUCT ANDFLEXIBLEDUCT.
16.ALLRECTANGULARANDROUNDSUPPLYANDRETURNDUCTWORKLOCATEDINEXPOSED INTERIORAREASSHALLBEINTERNALLYLINEDWITHDUCTLINERANDEXTERNALLYPAINTED. REFERTOARCHITECTFORCOLORSELECTION.
17.SOMEDUCTSSHOWNONEACHFLOORPLANMAYBESHOWNWITHANOFFSETFORCLARITY.
18.SEALALLPIPEANDDUCTPENETRATIONSTHROUGHFIRERATEDBUILDINGELEMENTSWITHAN APPROVEDFIREPROOFINGMATERIAL.
19.ALLEQUIPMENTSHALLHAVEIDENTIFICATIONTAGS.TAGSSHALLBEPLASTICLAMINATE, WHITEFACEWITH1/2"TALLBLACKLETTERS.THETAGSHALLMATCHTHEUNITDESIGNATIONS SHOWNONTHESCHEDULES.
20.EXPANDORREDUCEDUCTSATEQUIPMENTCONNECTIONSBASEDONTHEEQUIPMENT PURCHASED,WITHTRANSITIONSNOTTOEXCEED30DEGREES.SIZESSHOWNON SCHEDULES,ETC.AREFORGUIDANCEONLY.ASPECTRATIOSHALLBENOGREATERTHAN4:1, PERSMACNA'SGUIDELINES.
21.ALLDUCTSWITHADIMENSIONGREATERTHAN12"PASSINGTHRUANON-RATEDWALLSHALL HAVETHEOPENINGFRAMEDINWITHMETALSTUDS.COORDINATEOPENINGSIZEAND LOCATIONWITHOTHERTRADES.
22.TESTANDBALANCESHALLBEPERFORMEDBYANAABCLICENSEDFIRMINTHETESTING, ADJUSTING,ANDBALANCING(TAB)BUSINESSFORAMINIMUMOF10YEARS.AABCFIRMSHALL SUBMITAREPORTTOTHEENGINEEROFRECORDINDICATINGEQUIPMENTNAMEPLATEDATA, DESIGNPERFORMANCE,INITIALTESTEDPERFORMANCE,ANDFINALADJUSTED PERFORMANCE.REPORTSHALLBESUBMITTEDINATIMELYFASHIONPRIORTOJOB CLOSE-OUT.TABSHALLBEPERFORMEDONALLNEWSYSTEMSSPECIFIEDANDONALL EXISTINGSYSTEMSMODIFIEDASPARTOFTHISCONTRACT.TABFIRMSHALLPERFORMA FUNCTIONALPERFORMANCETESTOFTHESYSTEMBASEDONTHECONTRACTDOCUMENTS HEREINANDSHALLRELAYALLDISCREPANCIESANDOUTSTANDINGCONSTRUCTIONITEMS RELATINGTOTHEMECHANICALEQUIPMENTANDPERFORMANCETOTHEENGINEEROF RECORD.
20/20
20/20
20/20
20/20
20/20
18"Ø
SYMBOLS
ACOUSTICALDUCTLINING(FIGURESSHOWN AREINSIDEDUCTDIMENSIONS)
SUPPLYAIRDUCTUP(POSITIVEPRESSURE)
RETURNAIRDUCTUP(NEGATIVEPRESSURE)
EXHAUSTAIRDUCTUP(NEGATIVEPRESSURE)
SUPPLYAIRDUCTDN(POSITIVEPRESSURE)
RETURNAIRDUCTDN(NEGATIVEPRESSURE)
EXHAUSTAIRDUCTDN(NEGATIVEPRESSURE)
ROUNDSUPPLYAIRDUCTUP(POSITIVEPRESSURE)
18"Ø ROUNDRETURNAIRDUCTUP(NEGATIVEPRESSURE)
18"Ø ROUNDEXHAUSTAIRDUCTUP(NEGATIVEPRESSURE)
18"Ø ROUNDSUPPLYAIRDUCTDN(POSITIVEPRESSURE)
18"Ø ROUNDRETURNAIRDUCTDN(NEGATIVEPRESSURE)
18"Ø ROUNDEXHAUSTAIRDUCTDN(NEGATIVEPRESSURE)
RECTANGULARDUCTSQUAREELBOWWITHTURNINGVANES W R=3W/2
RECTANGULARDUCTRADIUSELBOW
ROUNDDUCTRADIUSELBOW
NOTE:ALLSYMBOLSANDABBREVIATIONSSHOWN ARENOTNECESSARILYUSEDONTHEDRAWINGS
DRAWING/DETAILREFERENCE
REFERTO DRAWING/DETAILNUMBER
RE:2/M1.71
A10X10 250
SHEETNUMBER
NECKSIZEORWIDTHXHEIGHT (FORLOUVERS) AMOUNTOFAIR DIFFUSER,GRILLEDESIGNATION
PRIMARYMECHANICALCODES
MECHANICAL:2018INTERNATIONALMECHANICALCODE(WITHCITYAMENDMENTS). ENERGY: 2018INTERNATIONALENERGYCODE(WITHCITYAMENDMENTS).
KILOWATT
A/C AIRCONDITIONINGUNIT A/E ARCHITECT/ENGINEER
AD ACCESSDOOR
AFF ABOVEFINISHEDFLOOR AFS AIRFLOWSWITCH AHU AIRHANDLINGUNIT
APPROXAPPROXIMATE
BAS BUILDINGAUTOMATIONSYSTEM
BHP BRAKEHORSEPOWER
BTU BRITISHTHERMALUNITPERHOUR C/A COMBUSTIONAIR
CC COOLINGCOIL
CFH CUBICFEETPERHOUR
CFM CUBICFEETPERMINUTE
CONDENSINGUNIT
EQUIPMENTDRAIN
DRYBULB
EXISTING
ENTERINGAIRTEMPERATURE
EXHAUSTFAN
TRANSITIONCONCENTRICUNLESSTOPLEVEL(TOPLVL)OR BOTTOMLEVEL(BOTLVL)ISNOTED
20/2016/20 20/2016"Ø TRANSITION,RECTANGULARTOROUNDCONCENTRICUNLESS TOPLEVEL(TOPLVL)ORBOTTOMLEVEL(BOTLVL)ISNOTED
FLEXIBLEDUCTCONNECTION
SOUNDATTENUATOR
SQUARECEILINGDIFFUSER(SUPPLY) (4-WAYUNLESSOTHERWISEINDICATED)
SQUARECEILINGGRILLE(RETURN)
SQUARECEILINGGRILLE(EXHAUST) TTS THERMOSTAT(OR)TEMPSENSOR
DUCTSPLITTERWITHDAMPER OR MANUALVOLUMEDAMPER FIREDAMPER FD FIRESMOKEDAMPER FSD
M MOTORIZEDDAMPER
EQUIPEQUIPMENT EWT ENTERINGWATERTEMPERATURE
DEGREESFAHRENHEIT FCU FANCOILUNIT FD FIREDAMPER
FULLLOADAMPS
FLOOR
FANPOWEREDVAV
U.S.GAUGE
GALLONSPERMINUTE
HEIGHT
HORSEPOWER
HIGHPRESSURECONDENSATE
HIGHPRESSURESTEAM
HEATINGWATERRETURN
HEATINGWATERSUPPLY
HERTZ
INCH,INCHES
INCHESWATERGAUGE
JUNCTIONBOX
REFRIGERANTSUCTION
SUPPLYAIR
SMOKEDETECTOR
SQUAREFOOT,SUPPLYFAN
THROUGH
TOTALSTATICPRESSURE
TYPICAL
UNITHEATER
VOLTS VAV VARIABLEAIRVOLUME VEL VELOCITY VFD VARIABLEFREQUENCYDRIVE W/ WITH W/O WITHOUT WB WETBULB N/C NORMALLYCLOSED
UNDERWRITERSLABORATORIES,INC.
MISCELLANEOUS
DRAWINGNOTEREFERENCE(I.E.,NOTESBYSYMBOL)
1 CONNECTIONINTOEXISTING
rglasolutions,inc. 5100RiverRoad,Ste125 SchillerPark,IL60176 p:847.671.7452 847.671.4200 www.rgla.com REVISIONS: DATE: 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200www.rgla.com THEABOVEDRAWINGSANDSPECIFICATIONS ANDIDEAS,DESIGNSANDARRANGEMENTS REPRESENTEDTHEREBYAREANDSHALL REMAINTHEPROPERTYOFTHISOFFICE:AND NOPARTTHEREOFSHALLBECOPIED, DISCLOSEDTOOTHERSORUSEDINTHE CONNECTIONWITHANYWORKORPROJECT OTHERTHANTHESPECIFICPROJECTFOR WHICHTHEYHAVEBEENPREPAREDAND DEVELOPEDWITHOUTTHEWRITTENCONSENT OFTHISOFFICE.VISUALCONTACTWITH THESEDRAWINGSORSPECIFICATIONSSHALL CONSTITUTECONCLUSIVEEVIDENCEOF ACCEPTANCEOFTHESERESTRICTIONS. WRITTENDIMENSIONSONTHESEDRAWINGS SHALLHAVEPRECEDENCEOVERSCALED DIMENSIONS:CONTRACTORSSHALLVERIFY ANDBERESPONSIBLEFORALLDIMENSIONS ANDCONDITIONSONTHEJOBANDTHIS OFFICEMUSTBENOTIFIEDOFANY VARIATIONSFROMTHEDIMENSIONSAND CONDITIONSSHOWNBYTHESEDRAWINGS. SHOPDETAILSMUSTBESUBMITTEDTOTHIS OFFICEFORAPPROVALBEFOREPROCEEDING WITHFABRICATION. 2021RGLASOLUTIONS,INC. 2021ROBERTG.LYONASSOCIATES,INC. DRAWNBY CHECKEDBY JOBNUMBER SHEETNAME LL&CLIENTREVIEW 11/4/2022 BIDISSUE 1301SolanaBlvd. Bldg.1,Suite1420 Westlake,TX76262 817-410-2858 WWW.DONPENN.COM PERMITISSUE 22489 DR.MARTENSAIRWAIR#TBD CHERRYCREEK 3000EAST1STAVE SPACE#193 DENVER,CO80206 11/4/2022 11/4/2022 MECHANICAL NOTESAND LEGENDS M1-0 DP BA GENERALNOTES
BASISOFMECHANICALDESIGN
ABBREVIATIONS
MECHANICALNOTESANDLEGENDS
CU
D
DEG
DB
DN
(E)
E/A
EAT
EDH
EF
CLG CEILING
DEGREES
DOWN
EXHAUSTAIR
ELECTRICDUCTHEATER
FSD
FT.
FT.WGFEETWATERGAUGE GA
GPM
H
HP
HPC
L LENGTH LAT LEAVINGAIRTEMPERATURE LPC LOWPRESSURECONDENSATE LPS LOWPRESSURESTEAM LB
LRA
LWT LEAVINGWATERTEMPERATURE MAX MAXIMUM MBH 1000BRITISHTHERMALUNITSHOUR MCA MINIMUMCIRCUITAMPACITY MFR MANUFACTURER MIN MINIMUM N/A NOTAPPLICABLE N/O NORMALLYOPEN O/A
O/C ONCENTER OBD OPPOSEDBLADEDAMPER PEF PURGEEXHAUSTFAN PH PHASE PROVIDEFURNISHANDINSTALL PRV PRESSUREREDUCINGVALVE PSI
R/A RETURNAIR RE:
RL
RLA
RM
RPM
RS
S/A
SD
SF
SPECS
THRU
TSP
TYP
UH
UL
ELL ELBOW
°F
FLA
FLR
FPVAV
FIRESMOKEDAMPER
FOOT,FEET
HPS
HWR
HWS
HZ
IN.
IN.WG
J-BOX
kW
POUNDS
LOCKEDROTORAMPS
OUTSIDEAIR/FRESHAIR
POUNDSPERSQUAREINCH
REFERENCE,REFER
REFRIGERANTLIQUID
RUNNINGLOADAMPS
ROOM
REVOLUTIONSPERMINUTE
SPECIFICATIONS T,TSTATTHERMOSTATORROOMSENSOR T/A TRANSFERAIR
V
SYMBOL DESCRIPTION
20/20 20/20
D R=3D/2
Scale:1/4"=1'-0"
1 2 4 3 5
NEWSINGLEDUCTVAVBOXTOBEINSTALLEDINCEILINGAREA.COORDINATEEXACT LOCATIONANDMOUNTINGHEIGHTWITHLANDLORDPRIORTOINSTALLATION.REFERTO DETAIL1/M3.0FORADDITIONALINFORMATION.
CONNECTNEW16-INCHMEDIUMPRESSURESPIRALDUCTINTOEXISTINGLANDLORD SUPPLYDUCTSERVINGTENANTSPACE.
ALLEXPOSEDDUCTWORKSHALLBEINTERNALLYLINEDANDPAINTABLE.COORDINATE FINISHCOLOR(S)WITHARCHITECT.COORDINATEALLDUCTMOUNTINGHEIGHT(S)WITH LANDLORDANDARCHITECT.ALLDUCTWORKSHALLBEINSTALLEDAMINIMUMOF1-FT ABOVELIGHTING.
PROPOSEDLOCATIONFORNEWTHERMOSTAT.COORDINATEFINALINSTALLATION LOCATIONWITHARCHITECT.
EXISTINGSCREENEDRETURNAIROPENINGTOREMAIN.CLEANANDTOUCHUPTOBEIN "LIKENEW"CONDITION.
EXISTING2-KWELECTRICUNITHEATERTOREMAIN.REFURBISHUNITHEATERTOBEIN "LIKENEW"CONDITIONORREPLACEWITHSIMILAR,ASREQUIRED.
EXISTINGTOILETEXHAUSTFANTOREMAIN.REFURBISHEXHAUSTFANTOBEIN"LIKE NEW"CONDITIONORREPLACEWITHSIMILAR,ASREQUIRED.
WHENREQUIRED,ITISTHEOWNER'SRESPONSIBILITYTOCONTRACT WITHACOMMISSIONINGAUTHORITYTOCOMPLYWITHLOCALCODES.
1.TENANTSHALLENGAGEASEPARATETEMPERATURECONTROLCONTRACTORFOR FINALSETUPOFSYSTEMOPERATIONSANDAIRBALANCING.PROVIDEONECOPYOF
2.REMOVEALLEXISTINGMECHANICALEQUIPMENT,DUCTWORK,PLUMBINGFIXTURES, PIPINGSYSTEMS,ETC.NOTBERE-USED.DONOTJUSTABANDON.
918SF STOCKROOM 101 885SF SALES 100 918SF STOCKROOM 101 885SF SALES 100 56SF RESTROOM 102 885SF SALES 100
1
MECHANICALFLOORPLAN
KEYEDNOTES
(E)LANDLORD SUPPLY DUCT S112'x6" 250 12/10 16/12 VAV-1 12/10 24/16 18/14 12/12 16"Ø S18'x6" 150 S18'x6" 150 S18'x6" 100 S18'x6" 150 S18'x6" 150 S18'x6" 100 12/12 12/8 S112'x6" 250 S112'x6" 250 S112'x6" 250 S112'x6" 250 S112'x6" 250 (E)UH (E)UH (E)EF S VAV-1 1 2 3 4 5 5 6 6 7 (TYP) 6 7 (E)LANDLORD DCW MAIN (E)LANDLORD 6"SANITARY MAIN (E)8"TOILET EXHAUST DUCT (E)10" STORM DRAIN (UNDERGROUND)
TESTANDBALANCEREPORTTOLANDLORD'SBUILDINGENGINEER.TENANTMUST USELANDLORDAPPROVEDCONTRACTOR.
LANDLORDNOTES rglasolutions,inc. 5100RiverRoad,Ste125 SchillerPark,IL60176 p:847.671.7452 847.671.4200 www.rgla.com REVISIONS: DATE: 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200www.rgla.com THEABOVEDRAWINGSANDSPECIFICATIONS ANDIDEAS,DESIGNSANDARRANGEMENTS REPRESENTEDTHEREBYAREANDSHALL REMAINTHEPROPERTYOFTHISOFFICE:AND NOPARTTHEREOFSHALLBECOPIED, DISCLOSEDTOOTHERSORUSEDINTHE CONNECTIONWITHANYWORKORPROJECT OTHERTHANTHESPECIFICPROJECTFOR WHICHTHEYHAVEBEENPREPAREDAND DEVELOPEDWITHOUTTHEWRITTENCONSENT OFTHISOFFICE.VISUALCONTACTWITH THESEDRAWINGSORSPECIFICATIONSSHALL CONSTITUTECONCLUSIVEEVIDENCEOF ACCEPTANCEOFTHESERESTRICTIONS. WRITTENDIMENSIONSONTHESEDRAWINGS SHALLHAVEPRECEDENCEOVERSCALED DIMENSIONS:CONTRACTORSSHALLVERIFY ANDBERESPONSIBLEFORALLDIMENSIONS ANDCONDITIONSONTHEJOBANDTHIS OFFICEMUSTBENOTIFIEDOFANY VARIATIONSFROMTHEDIMENSIONSAND CONDITIONSSHOWNBYTHESEDRAWINGS. SHOPDETAILSMUSTBESUBMITTEDTOTHIS OFFICEFORAPPROVALBEFOREPROCEEDING WITHFABRICATION. 2021RGLASOLUTIONS,INC. 2021ROBERTG.LYONASSOCIATES,INC. DRAWNBY CHECKEDBY JOBNUMBER SHEETNAME LL&CLIENTREVIEW 11/4/2022 BIDISSUE 1301SolanaBlvd. Bldg.1,Suite1420 Westlake,TX76262 817-410-2858 WWW.DONPENN.COM PERMITISSUE 22489 DR.MARTENSAIRWAIR#TBD CHERRYCREEK 3000EAST1STAVE SPACE#193 DENVER,CO80206 11/4/2022 11/4/2022 MECHANICAL FLOORPLAN DP BA M2-0
SINGLETHICKNESSVANES
VANESPRE-ASSEMBLED
2TYPICALSQUAREELBOW
SCALE:NOSCALE
3TYPICALTURNINGVANE
SCALE:NOSCALE
EXPANSIONSHEILDS
CONCRETEANCHORS
HANGERSSTRAPS
LOADRATED FASTENERS
L=‚W;4-INCHMIN
S=1‚W;12-INCHMIN
WITHLOCKINGQUADRANT MANUALVOLUMEDAMPER
ANDSHAFTEXTENSION
REFERTOPLANFORSIZE RECTANGULARAIRDUCT REFERTOPLANFORSIZE
W=INSIDEWIDTHOFDUCT
HANGERROD RETAININGCLIP
WASHERMAYBE OMITTEDWITH100 LBMAXIMUMLOAD ON22GAUGESTRAP WHENFOLDED.
METHODSOFATTACHMENTTOVARIOUSTYPESOFSTRUCTURESUSEAPPLICABLETYPE
TRAPEZEHANGERS HANGERSSTRAPS C-CLAMPWITH RETAININGCLIP C-CLAMPWITHLOCK NUT(OPTIONAL)
STRAPORANGLE ROD HANGERSTRAPS
1.TYPICALINSTALLATIONDETAILTOBEAPPLIED
SUPPLY,RETURNANDEXHAUSTAIRDUCTS. RECTANGULARTRUNKDUCTS.APPLIESTO TORECTANGULARBRANCHDUCTTAKEOFFSFROM
NOTE:
SCREWS
SCREWSMAYBEOMITTED IFHANGERLOOPS
SIZEBOLT(S)FOR LOAD
1.HANGERSTRAPGAUGE,WIDTH,ANDSPACINGSHALLBEPERSMACNADUCTCONSTRUCTION STANDARDS.HANGERSPACINGSHALLNOTEXCEEDANINTERVALOF12FT.PERFORATED "PLUMBERSSTRAP"SHALLNOTBEUSED.
2.SIZEALLTHREADRODANDTRAPEZEUNISTRUTCHANNELFORLOADS.
3.CONCRETEANCHORSSHALLBERATEDFORUSEINCRACKEDCONCRETEPERIBC.
6TYPICALDUCTHANGERS
SCALE:NOSCALE
rglasolutions,inc. 5100RiverRoad,Ste125 SchillerPark,IL60176 p:847.671.7452 847.671.4200 www.rgla.com REVISIONS: DATE: 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200www.rgla.com THEABOVEDRAWINGSANDSPECIFICATIONS ANDIDEAS,DESIGNSANDARRANGEMENTS REPRESENTEDTHEREBYAREANDSHALL REMAINTHEPROPERTYOFTHISOFFICE:AND NOPARTTHEREOFSHALLBECOPIED, DISCLOSEDTOOTHERSORUSEDINTHE CONNECTIONWITHANYWORKORPROJECT OTHERTHANTHESPECIFICPROJECTFOR WHICHTHEYHAVEBEENPREPAREDAND DEVELOPEDWITHOUTTHEWRITTENCONSENT OFTHISOFFICE.VISUALCONTACTWITH THESEDRAWINGSORSPECIFICATIONSSHALL CONSTITUTECONCLUSIVEEVIDENCEOF ACCEPTANCEOFTHESERESTRICTIONS. WRITTENDIMENSIONSONTHESEDRAWINGS SHALLHAVEPRECEDENCEOVERSCALED DIMENSIONS:CONTRACTORSSHALLVERIFY ANDBERESPONSIBLEFORALLDIMENSIONS ANDCONDITIONSONTHEJOBANDTHIS OFFICEMUSTBENOTIFIEDOFANY VARIATIONSFROMTHEDIMENSIONSAND CONDITIONSSHOWNBYTHESEDRAWINGS. SHOPDETAILSMUSTBESUBMITTEDTOTHIS OFFICEFORAPPROVALBEFOREPROCEEDING WITHFABRICATION. 2021RGLASOLUTIONS,INC. 2021ROBERTG.LYONASSOCIATES,INC. DRAWNBY CHECKEDBY JOBNUMBER SHEETNAME LL&CLIENTREVIEW 11/4/2022 BIDISSUE 1301SolanaBlvd. Bldg.1,Suite1420 Westlake,TX76262 817-410-2858 WWW.DONPENN.COM PERMITISSUE 22489 DR.MARTENSAIRWAIR#TBD CHERRYCREEK 3000EAST1STAVE SPACE#193 DENVER,CO80206 11/4/2022 11/4/2022 MECHANICAL DETAILS M3-0 DP BA
SCALE:NOSCALE 2.SUPPORTBOXFROMSTRUCTUREWITHALLTHREADRODS.
SECTIONOF3ØORASRECOMMENDEDBYMANUFACTURER.
DUCTSHALLBE2"LARGER THANBOXVALVESIZE. TRANSITIONTODUCTSIZE,ASREQ'D. NOTE1 CONTROLPANEL SUPPLYDUCT FLEX.CONNECTION PRIMARYAIRBOX INLETW/AVERAGING AIRFLOWSENSOR ELECTRICREHEATCOIL AIRFLOW BLADESSPACEDAT 1-1/2"CENTERS
1TYPICALSDVAVTERMINALBOXWITHELECTRICHEAT
1.DUCTCONNECTIONTOBESAMESIZEASINLET.WITHAMINIMUMSTRAIGHT
NOTES:
ONRUNNERSINALL CASES
11/2" 2"R 2"R SINGLETHICKNESS AIRFLOW RUNNER 45° 45°
SCALE: 5TYPICALFLEXIBLEDUCTLINERINSTALLATION NOSCALE 3" 6" A F E D C B 12"18" 12"12" 0-2000F.P.M. MID-SECTION UPSTREAMEDGE VELOCITY
MAXIMUMSPACINGFORFASTENERS BREAK CORNER JOINT LONGITUDINAL DUCT WITHADHESIVE. EDGESTOBECOATED UPSTREAMTRANSVERSE COVERAGEOFADHESIVE. THEDUCTWITH100% LINERADHEREDTO COMPRESSED LAPPEDAND E AIRFLOW F DA B C C B A F D E 1"MINIMUM 60"MAXIMUM
USEDWITHFLEXIBLEDUCTLINER.
UNLESSFOOTOF STRAPISPLACED UNDERABOTTOM REINFORCEMENT
24"DIAMETER MAXIMUM
STRAP
W
S
RECTANGULARAIRDUCT AIR SUPPLYFLOW AIRFLOW SUPPLY AIR RETURN/EXHAUSTFLOW AIRFLOW RETURN/EXHAUST
BRANCHCONNECTION CLINCHLOCK 45°ENTRY L DETAILNOTES 45°
SCALE: 4TYPICALRECTANGULARBRANCHTAKEOFF NOSCALE
