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ABBREVIATIONS
<br />AB Anchor bolt MAINT
<br />ACT Acoustical the MAS
<br />ADJ Adjacent/ edjuatable MAIL
<br />AFF Above finished floor MAX
<br />AFG Above finished grade MECH
<br />AHU Air handling unit MED
<br />ALUM Aluminum MEMB
<br />ANOD Anodized MFG
<br />ALT Alternate no. MFR
<br />ANSI American redone/ standards institute MIN
<br />APPROX Approximate MISC
<br />APVD Approved ML
<br />ARCH Architect MO
<br />ASSY Assembly MOO BIT
<br />AUTO Automatic/automation MR
<br />AVG Average MS
<br />AWWI American woodworking Institute MTD
<br />AWT Accoustcal wall treatment MTL
<br />MULL
<br />B/B Beck to beck
<br />SD Board N
<br />BLDG Building N/A
<br />BLKG Blocking NCOMBL
<br />BLST Ballast NEG
<br />BM Beam/bench mark NIC
<br />B03 Bottom of steel NO
<br />SOT Bottom NOM
<br />ERG Bearing NT8
<br />SSMT Basement
<br />BTWN Between OA
<br />BUR Built up roofing OC
<br />OD
<br />CB Cekih basin OF
<br />CBS cemamtltouebicker board OF/C!
<br />C/C Center to center OFF
<br />CAB Cabinet OF/OI
<br />CB Catch basin OH
<br />CEM Cement 0/0
<br />OEM PLAS Cement plaster OPNG
<br />CER Ceramic OPP
<br />CF Cubic footlfeet ORD
<br />CFCI Contractor fumiahadlconkaeter installed ORIG
<br />CFOI Contractorfurnished/owner installed ORN
<br />CFLG Counter fleshing ORE
<br />CF/MF Cold fanned metal framing
<br />CO Corner guard PTN
<br />CIP Cast In place PAT
<br />CJ Control joint/ construction joint PBD
<br />CL Centerline PCC
<br />CLO Ceiling PERT
<br />CLO Closet PERM
<br />CLR Clear PL
<br />CLT Cleat PLAM
<br />CMU Concrete masonry unit PLAS
<br />CO Clean out PLBG
<br />COL Column PLYWD
<br />CONC Concrete POL
<br />COND Condition PNL
<br />CONST Construction PT
<br />CONT Contnue/oontnuaton or continuous PR
<br />CONTR Contractor PREFAB
<br />COORD Coordinate PREFIN
<br />COP Coping PRELIM
<br />CORR Corridor PREP
<br />CPT Carpet PROJ
<br />CSK Counter sunk PT CONC
<br />CT Ceramic the PTO
<br />CTR Center PVC
<br />CU FT Cubic foot/feat PVMT
<br />CW Cold water
<br />CY Cubic yards QT
<br />QTY
<br />D Depth/deep
<br />DBL Double
<br />DEMO Demolition RA
<br />OFT Detail RE
<br />DF Drinking fountain RBR
<br />DEL Delete RCP
<br />DETN Detention RD
<br />DIA Diameter RDG INS
<br />DIAG Diagonal REBAR
<br />DIM Dimension REC
<br />DISP Dispenser REJREF
<br />DMPF Dsmpproatng REFR
<br />DN Down REINF
<br />DR Doer/drain REM
<br />DS Downspout REQ'D
<br />DTL Detail REV
<br />DWG Drawing RH
<br />RL
<br />E/(E) Earle/misting RLG
<br />EA Each RM
<br />EIFS Exterior Insulation finish system RO
<br />EJ Expansion joint ROW
<br />EL Reference elevation RP
<br />ELEC Electridelectrloal RTG
<br />ELEV Elevator/elevation RTU
<br />EMERG Emergency RVL
<br />ENCL Endows
<br />ENGR Engineer/engineering S
<br />EOS Edge of sorb SALV
<br />EPDM Ethylene propylene diem monomer SAN
<br />EQ Equal SS
<br />EQL SP Equally spaced BCWD
<br />EQUIP Equipment SCHEO
<br />EST Estknets SCHEM
<br />ETC Et cetera SEC
<br />EW Each way SECT
<br />EWC Electric water cooler SF
<br />EXIST Existing SGL
<br />EXP Exposed SHT
<br />EXPAN Expenabh SHT MTL
<br />EXT Exterior/extents/ FLASH
<br />SHTHG
<br />F / F Face tofaoe SIM
<br />FA Fire alarm SLNT
<br />FACP Fire aim control panel SM
<br />Ft) Floor drain SM
<br />FDTN Foundation SMACNA
<br />FDV Fire department valve cabinet
<br />FE Fire extinguisher
<br />FEC Fire exlingutsha cabinet SPLY
<br />FEE Finished floor elevation SPEC
<br />FF INSUL Fail backed Insulation SPRT
<br />FIN OR Finished grade 8Q
<br />FH Fire hydrant 83T
<br />FHC Fire hose oabinet ETC
<br />FIN Finish STD
<br />FIXT Fixture STL
<br />FL Flow tine STLJST
<br />FLR Floor/flooring STOR
<br />FLUOR Fluorescent STRUCT
<br />END Foundation SURF
<br />FR Framellre rated/fire retartant SUSP
<br />FT Foot/feet SYMM
<br />FTG Fowling
<br />FURO Furring T
<br />FURN Furnish T & B
<br />FUT Future TSB
<br />FVC Fire valve cabinet TBD
<br />TEL
<br />GA Gege TEMP
<br />GAL Gallons TERR
<br />GALV Galvanized
<br />GYP BD Gypsum board
<br />GYP SHTG Gypsum sheathing board.
<br />GC General contractor
<br />GEN Gen.raugenerator
<br />GI Gelvarttsd Iron TOJ
<br />GL Glass TOC
<br />GLZ Glazing TOM
<br />OND Ground TOP
<br />TOE
<br />KC Handicepped acoseeibie / hollow core TOW
<br />HD Heed TRTD
<br />HOW Hardware TS
<br />HDWD Hardwood TYP
<br />NM Hollow metal
<br />HT Height UBC
<br />HORIZ Horizontal UC
<br />HP High pointrhorsepower UL
<br />HVAC Healing ventilation and air conditioning UNPIN
<br />HWH Hotwetsr heater UON
<br />HW Hot water UR
<br />BC international Building Code UT1L
<br />D Inside demetar VAR
<br />D Interior design VNR
<br />NV EL Invert elevation VCT
<br />F inside face VERT
<br />N Incites VEST
<br />NCAND Incandescent VIF
<br />NCI. Including VTR
<br />NSTL Install VWC
<br />NSUL lneuieteansulston
<br />NT Intedorenhmal W
<br />NV Invert W/
<br />JAN Janitor WBL
<br />J BOX Junction box WC
<br />JAN CLO Janitor closet WD
<br />JT Joint WDW
<br />WE
<br />KIT Kitchen )VOL
<br />WH
<br />LAB Laboratory W/O
<br />LAM Laminate WP
<br />LAY Lavatory WR
<br />LBS Pounds WT
<br />LF Linear feet WWF
<br />LH Left hand
<br />LLH Long leg horizontal YD
<br />LLV Long lag vartloel
<br />LPT Low point f!
<br />LT Light d
<br />LTG Lighting C
<br />LVR Louver
<br />0
<br />Maintenance
<br />Masonry
<br />Materiel
<br />Maximum
<br />Mechanical
<br />Medium
<br />Membrane
<br />Manuhollring
<br />Manufacturer
<br />Minimum
<br />Miscellaneous
<br />Metal lath
<br />Masonry opening
<br />Modified bitumen
<br />Moisture resistant
<br />Mop sink
<br />Mounted
<br />Metal
<br />Motion
<br />North
<br />Not applicable
<br />Nonoombuetible
<br />Negative
<br />Not In contact
<br />Number
<br />Nominal
<br />Not to scale
<br />Mersa
<br />On center
<br />Outside diameter
<br />Outside Moe
<br />Owner furnished / contractor Ins alled
<br />Office
<br />Owner furnished I owner Installed
<br />Opposite hand/ overhead/ova/rang
<br />Quito out
<br />°peeing
<br />Opposite
<br />Overflow roof drain
<br />Original
<br />Ornamental
<br />Overflow roof scupper
<br />Partition
<br />Pattern
<br />Particle board
<br />Precast concrete
<br />Perforated
<br />Permanent
<br />Plate/property line
<br />Plastic laminate
<br />Plas er/pintic
<br />Plumbing
<br />Plywood
<br />Polished
<br />Panel
<br />Paint
<br />Pair
<br />Prefabricated
<br />Prelniehed
<br />Preliminary
<br />Preparation
<br />Prefect
<br />Post tension concrete
<br />Painted
<br />Polyvinyl chloride
<br />Pavement
<br />Quarry Ills
<br />Quantity
<br />RADIUS/RISER
<br />RETURN AIR
<br />RUBBER BASE
<br />RUBBER
<br />REFLECTED CEILING PLAN
<br />ROOF DRAIN
<br />RIGID INSULATION
<br />REINFORCED STEEL BAR
<br />RECESSED
<br />REFERENCE
<br />REFRIGERATOR
<br />REINFORCED/REINFORCEMENT
<br />REMOVE
<br />REQUIRED
<br />REVISION
<br />RIGHT HAND
<br />ROOF LEADER
<br />RAILING
<br />ROOM
<br />ROUGH OPENING
<br />RIGHT OF WAY
<br />REFERENCE POINT
<br />RATING
<br />ROOFTOP UNIT
<br />REVEAL
<br />South
<br />Salvage
<br />Sanitary
<br />Splash block
<br />Solid ogre wood door
<br />Schedule/scheduled
<br />Schematic
<br />Second
<br />Section
<br />Square faotlfaet
<br />Single
<br />Sheet
<br />Sheet metal lashing
<br />Sheathing
<br />Slmlar
<br />Sealant
<br />Surface mounted/small
<br />Sheet metal
<br />Sheet metal air conditioning
<br />contractor's national association
<br />Supply
<br />Specllcaton(s)
<br />Support
<br />Square
<br />Stalnleee steel
<br />Sound transmission class
<br />Standard
<br />Steel
<br />Steel joist
<br />Storage
<br />Structural
<br />Surface
<br />Suspended
<br />Symmetrical
<br />Tread
<br />Top and bottom
<br />Tongue and groove
<br />To be determined
<br />Telephone
<br />Tempenhurehamperary
<br />Terrazzo
<br />THK Thick
<br />THRES Threshold
<br />THRU Through
<br />TMPD GL Tempered glass
<br />TO Top of
<br />Top of joist
<br />Top of concrete/top of curb
<br />Top of masonry
<br />Top of parapet
<br />Top of steeVlop of stab
<br />Top of wall
<br />Treated
<br />Tube steel
<br />Typical
<br />Uniform building code
<br />Undercut
<br />Underwriters laboratories
<br />Unfnlehed
<br />Unless olhaxAee noted
<br />Urinal
<br />Utak
<br />Valies
<br />Veneer
<br />composition is V�
<br />Vestibule
<br />Verify in fleid
<br />Vent through roof
<br />Vinyl well covering
<br />W.ern dmh
<br />With
<br />Wood blocking
<br />Water closeHwall covering
<br />Wood
<br />Window
<br />Wide flange
<br />Wired glass
<br />Water heater/weep hole
<br />Without
<br />Waterprootnglworkifg point
<br />Water resistant
<br />Weight
<br />Welded why fabric
<br />Yard/yards
<br />Number/pounds
<br />And
<br />AI/each/rate
<br />Feet/minutes
<br />Inches/seconds
<br />Degrees
<br />Diameter
<br />Business Center at CTC Replat B, Lot 2
<br />Planned Unit Development Amendment
<br />ANNOTATION LEGEND
<br />1. SYMBOLS SHOWN BELOW MAY BE USED IN THIS DRAWING SET FOR REFERENCE.
<br />2. REFER TO M&E DRAWINGS FOR ENGINEERING AND SPECIFICATIONS OF ALL DEVICES.
<br />3. REFER TO ARCHITECTURAL PLANS FOR LOCATIONS OR DIRECTIONS.
<br />pc-X•) .i
<br />y X-X" y
<br />BRACKETED DIMENSION - TAKEN FROM BASE
<br />BUILDING DRAWINGS OR FIELD MEASURED AND
<br />USED FOR DESIGN REFERENCE.
<br />UNBRACKETED DIMENSION - NEW CONSTRUCTION
<br />DIMENSION: MUST BE FIELD VERIFIED AGAINST
<br />EXISTING, ADJOINING DIMENSIONS,
<br />ALIGN—N.,
<br />CARPET
<br />CARPET
<br />TILE
<br />ROOM NAME
<br />1234 I
<br />WORKING POINT: CRITICAL LAYOUT POINT
<br />CRITICAL ELEVATION
<br />FINISH SURFACES ALIGNED I FLUSH
<br />CHANGE IN MATERIAL
<br />ROOM IDENTIFICATION
<br />012902) DOOR IDENTIFICATION
<br />REVISION
<br />KEY NOTE
<br />WALL TYPE INDICATOR
<br />FINISH MATERIAL INDICATOR
<br />DETAIL INDICATOR
<br />DRAWING NUMBER
<br />SHEET NUMBER
<br />I I
<br />L__J
<br />DRAWING
<br />NUMBER
<br />SHEET
<br />NUMBER
<br />C
<br />I DRAWING NUMBER
<br />SHEET NUMBER
<br />9
<br />ENLARGED PLAN I DETAIL AREA INDICATOR
<br />ELEVATION INDICATORS
<br />DETAIL SECTION INDICATORS
<br />BUILDING SECTION INDICATORS
<br />FINISH INDICATOR
<br />KEY PLAN
<br />PROJECT AREA
<br />SUITE 100
<br />SUITE 100 - FIRST FLOOR
<br />VICINITY
<br />-Env'. Ne
<br />9
<br />9�
<br />9
<br />:9
<br />:.0
<br />r.n,ue Rd
<br />9'
<br />M A P
<br />w
<br />9
<br />9
<br />-9
<br />9
<br />9
<br />246 S. TAYLOR AVE. LOUISVILLE CO.
<br />Ercp,,. qd
<br />..9
<br />7
<br />NORTH
<br />LEGAL DESCRIPTION: THE BUSINESS CENTER AT CTC. REPLAT B, COUNTY OF BOULDER, STATE OF COLORADO.
<br />NORTH
<br />PROJECT INFORMATION
<br />Real D
<br />Tenant Improvements- OVERHEAD DOOR
<br />246 S Taylor Ave. Louisville, CO 80027
<br />OWNER I LANDLORD
<br />CTC TAYLOR, LLC
<br />C/O THE COLORADO GROUP
<br />3434 47TH STREET, SUITE 220
<br />BOULDER, CO 80301
<br />CONTACT: NEIL LITTMAN
<br />ARCHITECTURAL DESIGN
<br />CRESA
<br />WORKPLACE PLANNING DESIGN & SUPPORT
<br />1001 17TH ST. SUITE 1210
<br />DENVER, COLORADO 80222
<br />CONTACT: MARCUS HANLON AIA, NCARB, LEED AP
<br />PHONE: 303.860.7811
<br />SITE V:
<br />LANDSCAPE
<br />BUILDING
<br />EXISTING
<br />PARKING:
<br />PROPOSED
<br />PARKING:
<br />TOTAL
<br />TENANT
<br />REAL D, INC.
<br />8777 WILSHIRE BLVD. SUITE 430
<br />BEVERLY HILLS, CA 90212
<br />CONTACT: JEFF SPAIN
<br />PROJECT MANAGEMENT
<br />CRESA
<br />1001 17TH ST. SUITE 1225
<br />DENVER, COLORADO 80222
<br />CONTACT: REBECCA BAKKE
<br />PHONE: 303.228.0261 DIRECT
<br />EMAIL: RBAKKE@CRESA.COM
<br />APPROVED PUD SITE DATA
<br />42,987 sf (EXCLUDING ALL HARDSCAPE) 28.5% - 25% REQUIRED
<br />(55,944 sf - 34.3% IF THE AREA OF THE DETENTION POND TO THE SOUTHEAST OF THE SITE IS
<br />INCLUDED
<br />39,300 SF
<br />169 SPACES MAX. (4.5 / 1000)
<br />PARKING COUNT IS DECREASED FROM 169 SPACE TO 161 SPACE (8 SPACE REDUCTION)
<br />THE NEW PARKING RATIO IS 4.1 / 1000 (161 / 39,300 / 1000 = 4.1)
<br />149,816 sf (3.44 AC) - 162,935 (3.74 AC) IF THE DETENTION POND TO THE SOUTHEAST OF THE
<br />SITE IS INCLUDED
<br />SITE DEVELOPMENT DATA
<br />LOT ACREAGE: 10.14 AC
<br />ZONING CLASSIFICATION: PCZD/I
<br />USES ALLOWED:
<br />ALL USES ALLOWED BY RIGHT BY THE LOUISVILLE CITY CODE FOR I ZONING INCLUDING R&D
<br />USES, INDUSTRIAL, WAREHOUSING, MANUFACTURING & THEIR ASSOCIATED SERVICES
<br />BUILDING HEIGHT: 31 FT
<br />PURPOSE:
<br />THE PURPOSE OF THIS PUD AMENDMENT IS TO ADD AN OVERHEAD DOOR AND CONVERT 9
<br />EXISTINGEXCESS PARKING SPACES INTO A LOADING ZONE ON THE SOUTH SIDE OF THE BUILDING ON
<br />SITE V (LOT 2)
<br />LANDSCAPE AREA WILL. REMAIN THE SAME, 42,987. NO REDUCTION IN AREA.
<br />NO OTHER AMENDMENTS ARE BEING MADE TO THE ORIGINAL BUSINESS CENTER AT CTC REPLAT B
<br />PLANNED UNIT DEVELOPMENT
<br />TRUCK SIZE:
<br />TYPICAL DELIVERY TRUCK 28' BOX TRUCK
<br />UPS / FEDEX DELIVERY TRUCKS
<br />03971796 07/14/2022 03:46 PM
<br />RF: $43.00 DF: $0.00 Page: 1 of 4
<br />Electronically recorded in Boulder County Colorado. Recorded as received.
<br />DRAWING INDEX
<br />ARCHITECTURAL
<br />G0.1 COVER GENERAL PROJECT INFORMATION, DRAWING INDEX
<br />A0.0 ARCHITECTURAL SITE PLAN
<br />A0.1 ENLARGED ARCHITECTURAL SITE PLAN
<br />A2.1 EXISTING & PROPOSED ELEVATIONS
<br />DEVELOPMENT NARRATIVE
<br />THE PROPOSED DEVELOPMENT AMENDMENT FOR THE INSTALLATION OF AN OVERHEAD DOOR
<br />WITHIN THE EXISTING STOREFRONT OPENING IS TO PROVIDE THE TENANT WITH A LARGER
<br />OPENING FOR THE MOVEMENT OF OVERSIZED PRODUCT SHIPPED TO OR FROM THE SUITE. THE
<br />FREQUENCY FOR THE USE OF THE OVERHEAD DOOR IS LIMITED AND HAS BEEN ESTIMATED TO
<br />SEVERAL TIMES PER MONTH. THE DURATION OF THE DELIVERY TIME IS ALSO LIMITED TO HOURS
<br />WITH THE DRIVER REMAINING ON -SITE. THE TRUCK SIZE IS TYPICALLY A 28' BOX TRUCK.
<br />THE PROPOSED OPENING IS NOT A DOCK FOR SHIPPING AND RECEIVING. IT IS AN AT GRADE DOOR
<br />OPENING. THE PROPOSED REQUCTION IS PARKING SPACES IS TO CREATE A LOADING ZONE THAT
<br />WILL BE LOCATED ACROSS THE DRIVE LANE FROM THE OVERHEAD DOOR AND WILL MAINTAIN
<br />ALLOWABLE ACCESS PASS THE OVERHEAD DOOR. THE PARKING WOULD BE RESTRIPED FOR THE
<br />LOADING ZONE. NO HEAVY CONSTRUCTION IS EXPECTED.
<br />THE PROPOSED DEVELOPMENT WILL NOT CHANGE THE PAVED OR LANDSCAPED AREAS.
<br />SIGNATURE BLOCKS
<br />DIRECTOR OF PLANNING AND BUILDING SAFETY CERTIFICATE
<br />APPROVED THIS 1.2 ill- DAY OF
<br />DIRECTOR OF PLANNING AND BUILDING(yrAFETY
<br />LOUISVILLE, COLORADO
<br />DIRECTOR OF PLANNINAtiD BUILDING SAFETY
<br />, 2022BY THE
<br />F THE CITY OF
<br />CLERK AND RECORDER CERTIFICATE
<br />(COUNTY OF BOULDER
<br />STATE OF COLORADO)
<br />I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED IN MY OFFICE AT
<br />O'CLOCK, . M., DAY OF
<br />20 , AND IS RECORDED IN PLAN FILE , FEE
<br />PAID FILM NO. , RECEPTION
<br />RECORDER
<br />DEPUTY
<br />OWNERSHIP SIGNATURE BLOCK
<br />BY SIGNING THIS P.U.D., THE OWNER ACKNOWLEDGES AND ACCEPTS ALL
<br />THE REQUIREMENTS SET FORTH IN THIS P.U.D.
<br />WITNESS OUR HANDS AND SEALS THIS Igo DAY OF 3-44
<br />WJlliark Sias- 0...bC n bell / litlirvgtr
<br />CTC TAYL • -; LL OWNER NAME (PRINT)
<br />CTAYLOR, LL
<br />OWNER (SIGNATURE)
<br />4M&v4€i.. 31 °rat iit;
<br />NOTARY NAME (PRINT)
<br />(SIGNATURE)
<br />MY COMMISSION EXPIRES 4/1--fro Z S
<br />, 202,2,
<br />AMAi1DA J. CRANE
<br />NOTARY PUBLIC • STATE OF COLORADO
<br />Notary ID #120074025926
<br />My Commission Expires 5/12/2025
<br />(NOTARY SEAL)
<br />cresa
<br />WORKPLACE SOLUTIONS
<br />1512 ARAPAHOE STREET,
<br />SUITE 100
<br />DENVER, CO 80202 303.860.0990
<br />www.CRESA.com
<br />CONSULTANT,
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<br />ISSUED FOR.
<br />PUD
<br />DRAWING SET DATE.
<br />2022.05.12
<br />CONTACT, At HANLON
<br />PRODUCED. M. HANLON
<br />REVIEWED, M. HANLON
<br />SHEET TITLE,
<br />COVER SHEET
<br />SHEET NUMBER,
<br />GO.1
<br />PROJECT NU MIN& 21 •RD-0S
<br />COPYRIGHT ® 2021 CREST.
<br />
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