OWNER
ARCHITECT
CIVIL
STRUCTURAL
MEP
EVC-WDG TOWER II, LLC
CHORD DESIGN STUDIO, P.C.
RIDGETOP ENGINEERING
PORTIS STRUCTURAL DESIGN
GIVEN & ASSOCIATES
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
1425 MARKET STREET SUITE 220
DENVER, CO 80202
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 785.272.1398
t: 303.694.2445
t: 970.663.4552
t: 720.501.4900
t: 303.716.1270
STARBUCKS CORE & SHELL
DENVER, CO
Project Number:19022
COMPOSITE
PERMIT SETSET THROUGH
14
27 FEB
DEC2020
2019
SHEET INDEX LEGEND
2/17/2020 10:26:30 AM
SHEET
NUMBER
SHEET NAME
01 GENERAL
G0
COVER
G010
SHEET INDEX
G011
GENERAL INFORMATION
G012
GENERAL SPECIFICATIONS
G013
MATERIAL SPECIFICATIONS
G014
MATERIAL SPECIFICATIONS
G015
MATERIAL SPECIFICATIONS
G016
MATERIAL SPECIFICATIONS
G017
MATERIAL SPECIFICATIONS
G018
MATERIAL SPECIFICATIONS
G019
MATERIAL SPECIFICATIONS
G020
MATERIAL SPECIFICATIONS
G021
MATERIAL SPECIFICATIONS
G031
CODE SUMMARY
G201
CODE STUDY PLAN
G202
CODE SITE PLAN
02 CIVIL
C1
CIVIL COVER SHEET
C2
OVERALL SURVEY - GATEWAY CROSSING WEST
C3
OVERALL WEST LOTS
C4
PARCEL W1A SITE PLAN
C5
PARCEL W1A GRADING PLAN
C6
PARCEL W1A UTILITY PLAN
C7
PARCEL W1A LANDSCAPE PLAN
C8
PARCEL W1A DETAIL SHEET
C9
PARCEL W1A DETAIL SHEET
C10
PARCEL W1A DETAIL SHEET
03 ARCHITECTURE
A000
SITE PLAN
A001
SITE DETAILS
A002
SITE DETAILS
A100
FOUNDATION PLAN
A101
FLOOR PLAN & ROOF PLAN
A151
REFLECTED CEILING PLAN
A200
BUILDING PERSPECTIVES
A201
BUILDING PERSPECTIVES
A202
BUILDING ELEVATIONS
A203
BUILDING ELEVATIONS
A251
BUILDING SECTIONS
A252
BUILDING SECTIONS
A301
WALL SECTIONS
A302
WALL SECTIONS
A501
DOOR AND WINDOW SCHEDULES
A601
SECTION DETAILS
A602
SECTION DETAILS
A603
SECTION DETAILS
A604
PLAN DETAILS
A605
ROOF DETAILS
A606
ROOF DETAILS
04 STRUCTURAL
S100
GENERAL NOTES
S200
STRUCTURAL PLANS
S300
DETAILS 301-320
S301
DETAILS 321-340
S400
DETAILS 401-420
S401
DETAILS 421-440
05 MECHANICAL
M001
MECHANICAL SPECS, LEGEND, AND SCHEDULES
M101
FIRST AND ROOF FLOOR PLANS MECHANICAL
M600
MECHANICAL COM CHECK
06 PLUMBING
P001
PLUMBING SPECS, LEGEND, AND SCHEDULES
P101
FIRST FLOOR PLUMBING PLANS
P102
ROOF PLUMBING PLAN
P400
PLUMBING ISOMETRICS
P500
PLUMBING DETAILS
07 ELECTRICAL
E001
ELECTRICAL SPECS, LEGEND, ONE-LINE
E002
ELECTRICAL SITE PLAN
E101
FIRST FLOOR ELECTRICAL PLANS
E600
ELECTRICAL PANEL SCHEDULES
E700
ELECTRICAL ENERGY COMPLIANCE
ISSUE 3 - 14 FEB 2020 - PERMIT SET
SHEET INDEX
ISSUE 2 - 07 FEB 2020 - PERMIT SET
SHEET INCLUDED IN ISSUE WITH REVISIONS
SHEET INCLUDED IN ISSUE WITHOUT REVISIONS
SHEET INCLUDED FOR REFERENCE ONLY
SHEET DELETED FROM DOCUMENTS
ISSUE 1 - 27 DEC 2019 - PERMIT SET
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OWNER
EVC-WDG TOWER II, LLC
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3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
▲
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
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▲
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
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COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
3
DESCRIPTION
PERMIT SET
PERMIT SET
DATE
27 DEC 2019
14 FEB 2020
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
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Project Number:
SHEET INDEX
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▲
G010
19022
DRAWING SYMBOLS
MATERIAL SYMBOLS
1. SITEWORK
0
GRID DESIGNATION
GENERAL NOTES
2. CONCRETE
1
2
STRUCTURAL GRID
3
EARTH
CONCRETE
4
ELEVATION
X' - X"
LEVEL OR DATUM ELEVATION
5
GRAVEL
SAND / GROUT
3. MASONRY
CEILING TYPE
6
4. METAL
7
CEILING HEIGHT REFERENCE
EL= X' - X"
8
HEIGHT ABOVE
FINISH FLOOR
BRICK
ALUMINUM
9
10
DRAWING NUMBER
11
X
XXXX
X
XXXX
BUILDING SECTION
REFERENCE
CMU
STEEL
12
SHEET NUMBER
13
14
15
16
STONE
DRAWING NUMBER
X
XXXX
WALL SECTION
REFERENCE
5. WOOD
6. THERMAL
17
18
SHEET NUMBER
WOOD BLOCKING
BATT INSULATION
X
DRAWING NUMBER
SHEET NUMBER
XXXX
EXTERIOR ELEVATION REFERENCE
X
DRAWING NUMBER
X
XXXX
SHEET NUMBER
X
CONTINUOUS WOOD
FRAMING
BOARD INSULATION
FINISH WOOD
FIRE SAFING
19
20
21
22
23
24
25
26
27
INTERIOR ELEVATION REFERENCE
28
X
PLYWOOD
FOAMED-IN-PLACE
INSULATION
8. FINISHES
DRAWING NUMBER
X
XXXX
29
30
31
DETAIL SECTION REFERENCE
32
SHEET NUMBER
GYPSUM
BOARD
ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, LOCAL AND ADOPTED CODES, ORDINANCES, REGULATIONS, LAWS, STATUTES, GUIDELINES AND
REQUIREMENTS OF BUILDING AND FIRE AUTHORITIES HAVING JURISDICTION.
THE GENERAL CONTRACTOR (HEREAFTER "THE CONTRACTOR") AND SUBCONTRACTORS SHALL CAREFULLY STUDY ALL CONTRACT DOCUMENTS AND ACQUIRE A
THOROUGH UNDERSTANDING OF THE DESIGN INTENT OF THE PROJECT AND THE DETAILS REQUIRED TO ACHIEVE THE DESIGN INTENT.
THE CONTRACTOR SHALL FORWARD REQUESTS FOR CLARIFICATION OR ADDITIONAL INFORMATION WITH REGARD TO ACHIEVING THE DESIGN INTENT OF THE
PROJECT TO THE ARCHITECT IN WRITING FOR REVIEW AND WRITTEN RESPONSE.
THE CONTRACTOR SHALL CHECK AND VERIFY THE CONTRACT DOCUMENTS WITH FIELD CONDITIONS, CONFIRMING THAT ALL WORK IS BUILDABLE AS SHOWN,
PRIOR TO PROCEEDING WITH THE WORK AND VERIFY ALL SPACE DIMENSIONS AS SHOWN WITH EXISTING JOB CONDITIONS BEFORE STARTING CONSTRUCTION. IF
DISCREPANCIES EXIST, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING PRIOR TO COMMENCEMENT OF WORK.
PRICING OF THESE CONTRACT DOCUMENTS SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED TO CONSTRUCT THE PROJECT IN
ACCORDANCE WITH THE DESIGN INTENT DESCRIBED THEREIN.
THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS AND SLEEVES THROUGH FLOORS, CEILINGS, ROOFS, WALLS, STRUCTURAL MEMBERS AND
ARCHITECTURAL ELEMENTS WITH CIVIL, LANDSCAPE, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL AND OTHER
DISCIPLINES DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS.
THE CONTRACTOR SHALL PROTECT ALL IN-PLACE CONSTRUCTION, LANDSCAPING, PAVING, UTILITIES, ETC. FROM DAMAGE DURING CONSTRUCTION. ALL
DAMAGED AREAS AND ITEMS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR OR SUBCONTRACTOR DAMAGING THE SAME.
THE CONTRACTOR SHALL SUBMIT PROPOSED SUBSTITUTIONS OF SPECIFIED MATERIALS/ PRODUCTS TO THE ARCHITECT FOR REVIEW, IN ACCORDANCE WITH
PROCEDURES DESCRIBED IN THE SPECIFICATIONS.
THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, CUT-SHEETS, AND SAMPLES WHEN REQUIRED BY THE SPECIFICATIONS, FOR REVIEW BY THE ARCHITECT,
PRIOR TO COMMENCING WITH RELATED WORK.
ALL WORK SHALL BE ERECTED PLUMB, LEVEL AND TRUE-TO-LINE IN ACCORDANCE WITH BEST PRACTICES OF THE TRADE, MANUFACTURER'S INSTRUCTIONS FOR
THE PARTICULAR PRODUCT, AND IN ACCORDANCE WITH THE SPECIFICATIONS.
THE CONTRACTOR SHALL NOTIFY ALL APPLICABLE LOCAL GOVERNMENTAL AGENCIES WHEN THERE IS A NEED FOR AN INSPECTION REQUIRED BY THE
APPLICABLE CODE, OR BY THE AUTHORITY HAVING JURISDICTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ALL PERSONNEL AND OF ADJACENT PROPERTIES DURING CONSTRUCTION, FOR
COMPLIANCE WITH FEDERAL AND STATE OSHA REGULATIONS, AND FOR THE PROTECTION OF ALL WORK UNTIL IT IS DELIVERED TO THE OWNER.
DO NOT SCALE DRAWINGS.
INTERIOR PARTITIONS ARE DIMENSIONED TO FACE OF GYPSUM BOARD, UNLESS INDICATED OTHERWISE.
THE INSIDE FACE OF DOOR JAMBS SHALL BE 4" FROM ADJACENT WALL OR FINISHED COLUMN, UNLESS INDICATED OTHERWISE.
WHERE NEW WORK HAS DISTURBED PREVIOUSLY INSTALLED OR EXISTING WORK OR FINISHES, SUCH AREAS SHALL BE REWORKED AND/OR REFINISHED AS
REQUIRED TO MATCH THE ORIGINAL CONDITION OF THE AREA PRIOR TO THE DISTURBANCE.
EACH MISCELLANEOUS ITEM OF CUTTING, PATCHING OR FITTING IS NOT NECESSARILY INDIVIDUALLY DESCRIBED IN THE DOCUMENTS. THE ABSENCE OF SPECIFIC
DESCRIPTIONS OF CUTTING, PATCHING, OR FITTING REQUIRED TO PROPERLY ACCOMMODATE THE SCOPE OF WORK SHALL NOT RELIEVE THE CONTRACTOR OR
SUBCONTRACTOR FROM THE RESPONSIBILITY TO PERFORM SUCH WORK AS REQUIRED TO ACHIEVE THE DESIGN INTENT OF THE PROJECT.
NOTES APPEAR ON DIFFERENT SHEETS FOR DIFFERENT SYSTEMS AND CONSTRUCTION MATERIAL. ALL SHEETS ARE TO BE REVIEWED AND NOTES ON ANY ONE
SHEET ARE TO BE APPLIED TO ALL RELATED DRAWINGS AND DETAILS.
DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER AND QUALITY TO THOSE DETAILED. WHERE SPECIFIED DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE
DETERMINED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOR CLARIFICATION, PRIOR TO PROCEEDING WITH WORK.
ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC ACTION.
A FINISH OR FIRE RATING ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL TO BE FINISHED OR FIRE RATED, AS INDICATED.
THE HEAD AND BASE CONDITIONS OF ALL FIRE RATED WALLS SHALL BE TERMINATED WITH UL-APPROVED DESIGNS AND MATERIALS.
SCOPES OF WORK ON THE DRAWINGS NOTED AS "NIC" ARE" NOT INCLUDED IN CONTRACT.
ALL FLOOR ELEVATIONS ARE TO TOP OF STRUCTURAL CONCRETE OR TOPPING SLAB UNLESS INDICATED OTHERWISE.
PROVIDE BLOCKING OR OTHER SUPPORT AS REQUIRED FOR ALL WALL, FLOOR, CEILING AND ROOF MOUNTED ITEMS. BLOCKING SHALL BE FIRE RESISTIVE
TREATED AS REQUIRED AND PERMITTED BY CODE.
SHOULD ANY CONFLICT OCCUR BETWEEN THE ARCHITECTURAL DRAWINGS AND THE ARCHITECT'S CONSULTANTS' DRAWINGS, THE CONTRACTOR SHALL NOTIFY
THE ARCHITECT IMMEDIATELY FOR CLARIFICATION.
COORDINATE PLACEMENT OF ALL CEILING ELEMENTS WITH MECHANICAL, ELECTRICAL, FIRE PROTECTION, EQUIPMENT AND OTHER INSTALLERS. WHERE
DISCREPANCIES EXIST BETWEEN DRAWINGS AND FIELD CONDITIONS, CONSULT THE ARCHITECT PRIOR TO PROCEEDING WITH INSTALLATION.
REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF ALL FLOOR DRAINS, TRENCH DRAINS, SUMPS AND SUBSOIL DRAINAGE, UNLESS INDICATED OTHERWISE. IF
LOCATIONS CONFLICT WITH ARCHITECTURAL DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOR CLARIFICATION.
ALL PENETRATIONS OF DUCTWORK, CONDUIT, PIPING AND OTHER WORK THROUGH FIRE RATED ASSEMBLIES SHALL BE SEALED WITH UL-APPROVED DESIGNS AND
MATERIALS TO MAINTAIN THE RATING OF THE ASSEMBLY.
ALL EQUIPMENT INSTALLED IN RETURN AIR PLENUMS SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION AGENCY FOR COMPLIANCE WITH CODE.
THE CONTRACTOR SHALL COORDINATE ALL EQUIPMENT BASE AND HOUSEKEEPING PADS WITH MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS.
EQUIPMENT BASE AND HOUSEKEEPING PADS TO BE MINIMUM 4" HIGH AND TO BE INSTALLED BENEATH THE PROJECTED AREA OF THE EQUIPMENT, AND IN
ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.
ALL ROOF-TOP EQUIPMENT SHALL BE LOCATED SUCH THAT FALL PROTECTION SYSTEMS ARE NOT REQUIRED FOR EQUIPMENT MAINTENANCE.
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
LOCATION MAP
REFERENCE
AREA
CARPET
X
XXXX
PLAN, SECTION OR ELEVATION
DETAIL OR ENLARGEMENT
WALL
LOCATION TAIL
X
TOWER ROAD
TILE
WALL TYPE REFERENCE
WALL TYPE
NUMBER
COPYRIGHT: 2019
DOOR TYPE NUMBER
101
DOOR IDENTIFICATION
EQUIPMENT NUMBER
01
EQUIPMENT IDENTIFICATION
PROJECT SITE
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
GREEN VALLEY RANCH BLVD
#
1
1t
WINDOW TYPE
NUMBER
ROOM NUMBER
ROOM NAME
101
1
REVISION NUMBER
KEY NOTE NUMBER
?
2
ROOM IDENTIFICATION
REVISION NOTE REFERENCE
KEY NOTE IDENTIFICATION
MATCHLINE
SHEET NUMBER
GRID LINE
2/17/2020 10:26:31 AM
DATE
27 DEC 2019
WINDOW IDENTIFICATION
DRAWING NUMBER
1 / A101
DESCRIPTION
PERMIT SET
ABBREVIATIONS
(E)
(N)
<
>
@
AC
ACT
ADJ
AFF
AFR
AL
ALT
ARCH
ASPH
B.O.
BD
BLDG
BLK
BM
BOT
BRG
C.O.
C.O.F.
C.O.W.
CG
CIP
CJ
CL
CLG
EXISTING
NEW
CENTER LINE
PLATE
AT
AIR CONDITIONING
ACOUSTICAL CEILING TILE
ADJUSTABLE
ABOVE FINISH FLOOR
ABOVE FINISH ROOF
ALUMINUM
ALTERNATE
ARCHITECT(URAL)
ASPHAULT
BOTTOM OF
BOARD
BUILDING
BLOCK
BEAM
BOTTOM
BEARING
CENTER OF
CENTER OF FLUE
CENTER OF WALL
CORNER GUARD
CAST-IN-PLACE
CONTROL JOINT
CENTERLINE
CEILING
CLR
CMU
COL
CONC
CONST
CONT
CPT
CT
DD
DIA
DJ
DS
DTL
DWG
EA
EJ
EL
ELEC
ELEV
EPS
EQ
EQUIP
ETR
EWC
EXH
F.B.O.
F.O.
F.O.W
FD
FEC
CLEAR
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONSTRUCTION
CONTINUOUS
CARPET
CERAMIC TILE
DESIGN DEVELOPMENT
DIAMETER
DEFLECTION JOINT
DOWNSPOUT
DETAIL
DRAWING
EACH
EXPANSION JOINT
ELEVATION
ELECTRICAL
ELEVATOR
EXPANDED POLYSTYRENE
EQUAL
EQUIPMENT
EXISTING TO REMAIN
ELECTRIC WATER COOLER
EXHAUST
FURNISHED BY OWNER
FACE OF
FACE OF WALL
FLOOR DRAIN
FIRE EXTINGUISHER CABINET
FF
FH
FHC
FIN
FLR
FND
FR
FRP
FRT
FTG
FV
FVC
FXT
GA
GALV
GC
GEN
GFRC
GL
GND
GR
GWB
GYP
HC
HDWR
HM
HORIZ
HP
HR
FINISH FLOOR
FINISH HEIGHT
FIRE HOSE CABINET
FINISH(ED)
FLOOR
FOUNDATION
FIRE RESISTANT
FIBER REINFORCED PLASTIC
FIRE RETARDANT TREATED
FOOTING
FIELD VERIFY
FIRE VALVE CABINET
FIXTURE
GAUGE
GALVANIZED
GENERAL CONTRACTOR
GENERAL
GLASS FIBER REINFORCED
CONCRETE
GLASS
GROUND
GRADE
GYPSUM WALL BOARD
GYPSUM
HANDICAPPED ACCESSIBLE
HARDWARE
HOLLOW METAL
HORIZONTAL
HIGH POINT
HOUR
HRA
HT
HTR
IAW
IC
ID
INSUL
INT
ISS
JAN
JST
JT
L
LAM
LAV
LP
LT
MACH
MATL
MAX
MCM
MDF
MECH
MFR
MIN
MISC
MR
MTL
MWP
HOT RUBBERIZED ASPHALT
HEIGHT
HEATER
IN ACCORDANCE WITH
INSIDE CLEAR
INTERIOR DESIGN
INSULATION
INTERIOR
ISSUE
JANITOR
JOIST
JOINT
ANGLE
LAMINATE
LAVATORY
LOW POINT
LIGHT
MACHINED
MATERIAL
MAXIMUM
METAL COMPOSITE MATERIAL
MEDIUM DENSITY
FIBERBOARD
MECHANICAL
MANUFACTURER
MINIMUM
MISCELANEOUS
MOISTURE RESISTANT
METAL
METAL WALL PANEL
NA
NIC
NO / #
NOM
NTS
O.C.
OA
OD
OD
OH
OPG
OPP
ORD
PART BRD
PC
PERF
PL
PLAM
PLUMB
PLWD
PN
PR
PT
PT
PTN
R.O.
RAD
RB
RCP
RD
NOT APPLICABLE
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
ON CENTER
OVERALL
OUTSIDE DIAMETER
OVERFLOW DRAIN
OVERHEAD
OPENING
OPPOSITE HAND
OVERFLOW ROOF DRAIN
PARTICLE BOARD
PRECAST CONCRETE
PERFORATION
PROPERTY LINE
PLASTIC LAMINATE
PLUMBING
PLYWOOD
PROJECT NORTH
PAIR
PRESSURE TREATED
PAINT
PARTITION
ROUGH OPENING
RADIUS
RUBBER BASE
REFLECTED CEILING PLAN
ROOF DRAIN
RE:
REQ'D
ROW
RS
SAT
SC
SCHED
SECT
SF
SHT
SIM
SM
SPEC
SQ
SS
STD
STL
STRUC
SYM
T
T.O.
T.O.B.
T.O.C.
T.O.D.
T.O.F.
T.O.F.D.
T.O.F.F.
T.O.P.
REFER TO
REQUIRED
RIGHT OF WAY
ROUGH SAWN
SUSPENDED ACOUSTICAL
TILE
SOLID CORE
SCHEDULE
SECTION
SQUARE FOOT OR FEET
SHEET
SIMILAR
SHEET METAL
SPECIFICATION
SQUIRE
STAINLESS STEEL
STANDARD
STEEL
STRUCTURAL
SYMETRICAL
TRANSFORMER
TOP OF
TOP OF BEAM
TOP OF CONCRETE
TOP OF DECK
TOP OF FOOTING
TOP OF FLOOR DECK
TOP OF FINISH FLOOR
TOP OF PARAPET
T.O.R.
T.O.R.D.
T.O.S.
T.O.W.
TEL
TG
THK
TOPO
TYP
U.N.O.
VAR
VCT
VERT
VEST
VIF
VWC
W.O.
W/
W/O
WC
WD
WH
WP
WWF
TOP OF RAIL
TOP OF ROOF DECK
TOP OF STRUCTURE
TOP OF WALL
TELEPHONE
TEMPERED GLASS
THICKNESS
TOPOGRAPHY
TYPICAL
UNLESS NOTED OTHERWISE
VARIES
VINYL COMPOSITION TILE
VERTICAL
VESTIBULE
VERIFY IN FIELD
VINYL WALLCOVERING
WHERE OCCURS
WITH
WITHOUT
WATER CLOSET
WOOD
WATER HEATER
WATERPROOFING
WELDED WIRE FABRIC
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
Project Number:
19022
GENERAL INFORMATION
G011
GENERAL CONDITIONS
CONSTRUCTION AND MILLWORK NOTES
The General Contractor and all Subcontractors shall read the following General Conditions, and project notes as
responsibilities affecting all trades are described herein. The General Contractor is responsible for the overall quality and
scheduling of the work and the coordination of the various trades.
1.0
Do not scale drawings. Dimensions govern; enlarged plans and details govern over smaller scale.
New drywall partitions are dimensioned from face of wall to face of wall unless otherwise noted. Window walls
are dimensioned from centerline of mullion or joint to centerline of mullion or joint. Glazing sizes are shown as
nominal, actual sizes shall be field verified after glazing system or finished opening is constructed. Electrical
and communications outlets or devices are dimensioned from centerline of single outlet or device or group of
outlets or devices. Where two or more devices are indicated, each device in a group is to be located
immediately adjacent to the next device.
1.0
The reference to ‘Owner’ throughout these documents shall refer to the Landlord’s and/or Tenant’s representatives.
Reference to the ‘Contractor’ shall mean the General Contractor in charge of and supervising the work of the project. The
reference to ‘CDS’ or ‘Architect’ throughout these documents shall refer to Chord Design Studio, P.C.
1.1
The Contractor shall coordinate all aspects of the project with the Owner and Building Manager. Areas of
coordination include, but are not limited to:
- Insurance Requirements
- Hours and Methods of Access
- Project Safety
- Building Security and Emergency Procedures
- Materials Staging Areas
- Hazardous Materials
- Access to Trash Facilities
- Use and Protection of Elevators and Common Areas
- Parking for Supervision and Trades
- Deliveries
- Other Applicable Contract Provisions and Requirements
1.2
Before performing any work or ordering any materials, the Contractor shall be responsible for verifying all project
conditions and his subcontractors, for verifying that actual field conditions are not in conflict with the dimensional
relationships and design intent as shown on the drawings. The Contractor shall immediately advise the Architect of any
discrepancies and/or conflicts between the existing conditions and the Construction Documents prior to proceeding with the
work in question or related work.
1.3
As a minimum standard, all materials and workmanship shall be equal or superior to prevailing industry practices,
and all work performed and materials installed shall be in strict accordance with all applicable codes, regulations and
ordinances of the governing jurisdiction. Contractor shall obtain all permits required for construction and occupancy of the
project.
1.4
Install all manufactured items, materials and equipment in strict accordance with the manufacturer's recommended
specifications, unless otherwise specifically noted or approved by the Architect or interior designer in advance of the
installation. Where applicable and available from Owner or building management, refer to Building Standard Information for
details, assemblies, and typical finish specifications. Notify Architect of any conflicts between building standards and the
Contract Documents prior to starting work.
1.5
The Contractor shall be responsible for familiarizing himself with the Owner’s requirements for occupancy, and
shall, prior to the start of work, submit a Project Schedule indicating milestone dates, and delivery dates for long lead time
items. The schedule shall be updated as necessary throughout the duration of the project. All proposed changes are to be
approved by the Owner and Architect.
1.6
All Contractor or Supplier requests for substitutions of specified items shall be submitted to the Architect in writing
and be accompanied by proposed alternative product information. A substitution will be considered only if it does not
sacrifice quality, appearance and function. Under no circumstances will the Architect be required to prove that a product
proposed for substitution is or is not of equal quality to the product specified.
1.7
Installation of all selected materials and assemblies shall be complete and functioning in all respects prior to final
acceptance. Any miscellaneous items or materials not specifically noted, but required for proper installation shall be
furnished by the Contractor. The Contractor shall furnish to the Owner all warranties and guarantees required at the
conclusion of the work. The Contractor is responsible for the inspection, acceptance, storage, installation and continuous
protection of all new materials delivered to the project.
1.8
When required by the drawings or specifications, the Contractor shall submit (three complete hard copies or
electronic data) shop drawings, schedules and cut sheets for items specified for review by the Architect prior to order or
fabrication. When submitting, the Contractor shall notify the Architect, in writing, of any proposed deviations from the
Contract Documents, along with the reason for the proposed deviation. Any fabrication carried out prior to the review of the
shop drawings by the Architect shall be at the Contractor's risk. CDS will review shop drawings and submittals within ten
business days in most cases. Review of these items by the Architect and the Architect’s consultants, shall be for general
conformance to the design intent of the project and with the information within the contract documents. Review of a separate
item shall not indicate a review of an assembly in which the item functions. Shop drawings that are incomplete or contain
excessive errors will be returned unchecked with any resulting delay being the responsibility of the Contractor. The
Contractor shall submit and resubmit the required number of copies of corrected shop drawings. Review of shop drawings,
submittals and/or samples by the Architect or the Architect’s consultants shall not relieve the Contractor of responsibility for
errors and omissions in the items submitted.
1.9
The Contractor shall guarantee that the materials and workmanship shall be of the quality specified or referenced
standards, and that any defect due to improper workmanship or defective material discovered and made known within one
year from the date of substantial completion of the installation, shall be repaired or replaced with reasonable promptness
without additional expense to the Owner. The Owner shall give notice of such observed defects with reasonable
promptness.
1.10
Contractor shall perform high quality professional work. Join materials to uniform accurate fits so they meet with
neat, straight lines, free of smears or overlaps. Install exposed materials appropriately level, plumb and at accurate right
angles, or flush with adjoining materials. Work of each trade shall meet all national standards published by the trade, except
in the case where contract documents are more stringent.
1.11
The General Contractor shall at all times cooperate with others who may be performing work at the job site which is
not in the general contractor's contract.
1.12
The General Contractor shall provide blocking in partitions as required for all items attached to walls. All blocking
shim materials shall be fire resistant in accordance with all applicable codes and requirements.
1.13
Provide necessary outlet boxes, conduit and plastic rings as needed (with pulls) for all telephone/cable/data outlets
indicated unless noted otherwise.
1.14
Details are typical for a similar condition throughout, unless otherwise noted.
Typical implies typical for all similar conditions, unless otherwise noted.
Align implies align other similar components of construction, i.e., face of walls, millwork, etc.
1.15
The Contractor is responsible for continuous and final cleaning and debris removal. The Contractor shall protect
and maintain areas outside the project area including paths of travel throughout the building. The Contractor shall construct
dust proof partitions to protect common areas, building occupants, building systems, and building finishes.
Clean and/or polish surfaces as necessary and appropriate to the material or finish being cleaned. Items to be cleaned
include but are not limited to:
- Switches, Outlets, Devices, Diffusers, Grilles, Louvers, etc.
- Light Fixtures (including lamps, lenses, diffusers and trim)
- Plumbing Fixtures & Trim
- Sprinkler, Detection, and Life Safety System Components and Trims
- Painted or Stained Surfaces
- Glass and Glazing Systems (all sides)
Remove all labels, dirt, dust, debris, grease, adhesives, paint drips/overspray, and stains, etc. from all surfaces.
1.16
The presence of a representative of CDS on the job site does not imply concurrence or approval of the work. The
Contractor shall call specific items to the attention of the CDS representative if he wishes to obtain CDS approval. The
Contractor shall document all field approvals with a separate field report or in weekly project minutes.
1.17
If the Contractor, Owner or Tenant substitute a material, revise a construction detail, method of attachment or in
any way alter the work so that it does not conform with these documents without CDS written approval, such action will
relieve the Architect of any responsibility of liability as to the functionality, aesthetic effect, subsequent failure, property
damage or personal liability.
1.18
Contractor shall provide to the Architect a set marked-up Contract Documents indicating the final "as-built"
conditions of the project. All architectural, mechanical, electrical, plumbing, and fire protection changes and/or additions
shall be legibly shown.
1.1
Replace any firestopping altered in the course of performing the work of the project. For new
installation of firestopping, provide product data and certificates certifying compliance with UL and ASTM E 84
and ASTM E 814 requirements. Installation of firestopping to comply with manufacturer’s specifications and
with testing agency’s specifications for the required fire-resistance rating.
1.2
For new installation of insulation, provide product data and certificates certifying compliance with UL
and ASTM E 84 and ASTM C 665 requirements. Materials and installation of insulation materials to comply
with manufacturer’s specifications and with testing agency’s requirements for performance (r-value, STC
rating, etc.) and flame spread (maximum 25) and smoke-developed (max 50) surface burning characteristics.
1.3
Do not proceed with gypsum drywall installation over inadequately spaced or poorly aligned framing. It
is the General Contractor’s responsibility to coordinate the work of sub-contractors in order to ensure that one
sub-contractor does not perform work or install materials over inappropriately finished, damaged, or otherwise
poorly prepared work. Notify the architect or designer immediately regarding any concerns or conflicts
regarding the compatibility of any finish specified and the preparation or condition of the related substrate.
Unless otherwise specified, all gypsum drywall shall receive a Level 4 (GA-214-96) or higher finish. All joints
and interior angles have tape embedded in joint compound and two separate coats of joint compound applied
over all flat joints and one separate coat of joint compound applied over interior angles. Fastener heads and
accessories are covered with three separate coats of joint compound. All joint compound to be smooth and
free of tool marks and ridges. Finished surfaces shall be coated with a drywall primer prior to the application of
final finishes. Wallboard edges and inside and outside corners shall be crisp and straight or plumb. Reveals,
when present, shall be uniform (parallel) and aligned vertically or horizontally unless otherwise specified. Flat
surfaces will be free of gouges, trowel marks, and pitting. No corner or edge material, joints or joint tape or tape
edges, mud, or screws or screw locations shall be visible or ‘telegraph’ through applied finish materials. Joints
shall be taped and joint compound applied to within 3/4” above floor, and finished smooth for installation of final
finishes and floor base.
1.4
Within the project area, including the outside faces of perimeter and exterior limits, the Contractor
shall seal all penetrations in structure to structure partitions or other existing rated assemblies (floors, chases,
etc.), whether caused by the work of the Contractor or existing. All penetrations shall be sealed in a manner
that maintains requirements for rated separations between areas.
1.5
The Contractor shall provide slip joints at all wall connections to building envelope or structure, and
bracing for all walls below structure. Slip joint construction shall maintain fire rated separation, where
applicable.
1.6
The Contractor shall provide and install all plumbing rough-ins, fixture accessories and equipment
required to complete the installation as shown and noted.
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
1.7
Where STC rated assemblies are specified, provide materials and assemblies identical to UL or
ASTM tested assemblies of the specified rating. Submit testing agency rating for assemblies utilized.
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
1.8
Unless otherwise dimensioned doors shall be set 4" from clear opening of frame to immediate
adjacent partition.
STRUCTURAL
1.9
All hardware required but not specified in these drawings is to be selected by the Contractor and
submitted to the Architect for review before orders are placed.
1.10
Door/Frame/Sidelite System to match building standard unless otherwise noted. Submit product data,
finish samples, and door schedule.
Doors and Frames shall be rated in accordance with A.S.T.M. procedure for use in fire rated wall assemblies.
Comply with ANSI/SDI 100 and NFPA 80 for fire rated door assemblies. All new or modified components shall
be labeled by UL or acceptable rating agency.
Frames shall encompass the specified finished wall thickness and attach to the wall with all fasteners
concealed. Frames shall accommodate 1-3/4" thick doors and surface mounted closers. Jambs shall be overlength to permit custom fitting to the floor. Jamb design shall permit jamb removal and replacement without
disturbing the stud fasteners and without damage to the wall finish. Fixed throat jambs shall be adaptable to
receive standard flush glazing snap-in sections where sidelites are used.
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
Finished doors shall be trimmed and beveled to fit frame opening with standard clearances as follows: 1/8" at
hinge edge, 1/8" at lock edge, 1/8" at top, 1/4" at bottom, stiles beveled 1/8" in 2". In order to insure proper fit
to uneven floors, doors shall be ordered with sufficient over-length at bottom to permit custom fitting to floor by
the door installer. Doors shall be completely prefinished and machined for all hardware as specified. Door
edge finishes shall match face finishes.
FINISH NOTES
1.0
Unless otherwise noted, all paints shall be premium commercial grade, low v.o.c. acrylic latex, lowsheen eggshell finish (other than flat) not susceptible to burnishing under normal office and commercial wear.
All metal components (access panels, door frames, metal doors, grilles, diffusers, etc.) to be painted shall be
semi-gloss latex enamel. All new items shall be shop finished. Unless otherwise noted, contractor shall patch,
prepare and repaint all existing partitions shown to remain. Remove all existing device covers, fixtures,
furnishings, signage, etc., prior to installing new finishes. Clean and replace/reinstall all items removed prior to
painting.
1.1
All HVAC ceiling diffusers and registers shall be prefinished, unless otherwise noted. Caulk around all
door frames, glazing systems, grilles, registers, louvers, access panels, and other ceiling and/or wall mounted
devices. Caulk color to match device finish.
MECHANICAL, PLUMBING, ELECTRICAL, DATA/COMMUNICATIONS & LIFE SAFETY (M/P/E/C/LS)
SYSTEMS NOTES
1.0
The Mechanical, Plumbing, Electrical, Data/Communications and Fire Protection contractors shall
field verify all existing conditions and shall familiarize themselves with all work and dimensions. The
Contractor shall notify the Architect of any conditions or discrepancies adversely affecting the design and
installation prior to proceeding with the work. This shall include conflicts with mechanical ducts, piping and
structure. Immediately notify Architect if existing M/P/E /C/LS systems are in conflict with the intents of the
architectural or engineering design.
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
1.1
Locations of M/P/E/C/LS and life safety components, fixtures, devices, etc., shall be as shown on
architectural plans. Refer to Engineering drawings and specifications for system or component integration
and performance requirements. If discrepancies between the engineering and architectural drawings occur,
notify Architect prior to bidding or installation for clarification. The Contractor shall be responsible for costs
of reinstallation of wiring and components when no clarification of discrepancies is requested. The
contractor shall be responsible for engineered and code conforming installation of systems provided as
‘Design-Build’
1.2
No component, fixture or device substitutions shall be permitted without written confirmation from
the Architect. Devices include switches, power/data outlets, thermostats, wall stops, Life Safety
components, access panels, grilles, diffusers, light fixtures, speakers, etc. If a new component, fixture, or
device is not specified, use building standard components, or exactly match components existing within the
project area. Seek clarifications where specifications conflict with existing conditions. Verify that all
M/P/E/C/LS components to be reused in the project area are functioning and adjusted properly. Clean all
new and reused components. Remove all labels unless required to remain by code or manufacturer. All
new devices shall be consistent with respect to finish or color and mounting heights. All trim shall be
secure, flush to wall and attached with matching hardware.
1.3
Provide fire dampers in all ducts penetrating fire rated or demising partitions.
1.4
The Contractor and Subcontractors shall provide for uninterrupted building utilities and life safety
systems operation, unless coordinated with the Owner.
2/17/2020 10:26:31 AM
OWNER
1.5
All dimensions to the centerline of an outlet or pair of outlets, unless otherwise noted. All outlets
shown back-to-back shall be offset 6" minimum. Provide necessary studwork supports needed for
installation. All cover plates to be building standard, unless otherwise noted. Where more than one switch
occurs in the same location, they shall be installed in a gang-like box under one cover plate, unless
otherwise noted. All existing outlets not utilized by a tenant for electrical, telephone or CRT shall be capped
with a blank cover plate - see finish. All thermostats shall be at building standard height unless otherwise
noted, and located as shown on mechanical drawings. When thermostats and light switches occur
together, install thermostat at 1'-6" above the same witch on centerline, with switch and thermostat aligned
vertically on the same partition.
1.6
Mechanical, Plumbing, Electrical, Data/Communications and Life Safety subcontractors shall
provide as-built drawings of final circuiting, switching, lighting and HVAC/plumbing diagram.
1.7
Electrical Contractor shall clearly and accurately label all new panel boxes, circuits, and outlet
covers associated with the project area.
1.8
Verify telephone /IT-data requirements and telephone equipment board location with the Owner
before proceeding with the work.
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
Project Number:
19022
GENERAL SPECIFICATIONS
G012
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
2/17/2020 10:26:32 AM
Project Number:
19022
MATERIAL SPECIFICATIONS
G013
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
2/17/2020 10:26:32 AM
Project Number:
19022
MATERIAL SPECIFICATIONS
G014
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
2/17/2020 10:26:33 AM
Project Number:
19022
MATERIAL SPECIFICATIONS
G015
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
2/17/2020 10:26:34 AM
Project Number:
19022
MATERIAL SPECIFICATIONS
G016
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
2/17/2020 10:26:34 AM
Project Number:
19022
MATERIAL SPECIFICATIONS
G017
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
2/17/2020 10:26:35 AM
Project Number:
19022
MATERIAL SPECIFICATIONS
G018
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
2/17/2020 10:26:36 AM
Project Number:
19022
MATERIAL SPECIFICATIONS
G019
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
2/17/2020 10:26:36 AM
Project Number:
19022
MATERIAL SPECIFICATIONS
G020
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
2/17/2020 10:26:37 AM
Project Number:
19022
MATERIAL SPECIFICATIONS
G021
GOVERNING CODES
ARCHITECTURAL DESIGN:
2015 INTERNATIONAL BUILDING CODE (IBC)
STRUCTURAL DESIGN:
2015 INTERNATIONAL BUILDING CODE (IBC)
MECHANICAL, PLUMBING, AND FIRE PROTECTION DESIGN:
2015 INTERNATIONAL MECHANICAL CODE (IMC)
2015 INTERNATIONAL PLUMBING CODE (IPC)
2015 INTERNATIONAL FIRE CODE, AS REFEREED BY IBC (IFC)
2015 INTERNATIONAL FUEL GAS CODE (IFGC)
ELECTRICAL DESIGN:
3
2017 NATIONAL ELECTRICAL CODE (NEC)
ENERGY CONSERVATION DESIGN:
2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)
ACCESSIBILITY DESIGN:
ICC/ANSI A117.1 - 2009
AMENDMENTS:
2016 DENVER BUILDING AND FIRE CODE AMENDMENTS
FIRE DISTRICT:
CITY OF DENVER
IECC REQUIREMENTS (CLIMATE ZONE 5)
MAXIMUM AREA OF EXTERIOR WALL OPENINGS (IBC TABLE 705.8)
DOORS, GATES AND TURNSTILES (IBC 1010)
0' TO LESS THAN 3' FIRE SEPARATION DISTANCE = NOT PERMITTED (UP,S)
3' TO LESS THAN 5' FIRE SEPARATION DISTANCE = 15% (UP,S)
5' TO LESS THAN 10' FIRE SEPARATION DISTANCE = 25% (UP,S)
10' TO LESS THAN 15' FIRE SEPARATION DISTANCE = 45% (UP,S)
15' TO LESS THAN 20' FIRE SEPARATION DISTANCE = 75% (UP,S)
20' TO LESS THAN 25' FIRE SEPARATION DISTANCE = NO LIMIT (UP,S)
25' TO LESS THAN 30' FIRE SEPARATION DISTANCE = NO LIMIT (UP,S)
30' OR GREATER FIRE SEPARATION DISTANCE = NO LIMIT (UP,S)
MINIMUM & MAXIMUM DOOR SIZES:
32" AND 48" CLEAR WIDTH, RESPECTIVELY (IBC 1010.1.1)
DIRECTION OF SWING:
IN DIRECTION OF EGRESS TRAVEL WHERE SERVING > 50 OCCUPANTS (IBC 1010.12.1)
DOOR CLOSING:
FIRE DOORS SHALL BE SELF- OR AUTOMATIC-CLOSING (IBC 715.4.7).
LANDING WIDTH:
NOT LESS THAN THE WIDTH OF THE STAIR OR THE DOOR, WHICHEVER IS GREATER. DOORS IN
FULLY OPEN POSITION SHALL NOT REDUCE A REQUIRED DIMENSION BY MORE THAN 7 INCHES.
AT LANDINGS SERVING AN OCCUPANT LOAD > 50, DOOR SWING SHALL LEAVE NOT LESS THAN
ONE HALF OF THE REQUIRED WIDTH OF A LANDING. (IBC 1005.7.1)
LANDING LENGTH:
44" MINIMUM IN DIRECTION OF TRAVEL. (IBC 1010.1.6)
THRESHOLD HEIGHT:
1/2" MAXIMUM (IBC 1010.1.7)
PANIC HARDWARE:
REQ'D IN AN 'A' OR 'E' OCCUPANCY WHEN SERVING MORE THAN 50 OCCUPANTS
ELECTRICAL ROOMS:
ELECTRICAL ROOMS WITH EQUIPMENT RATED 1,200 AMPERES OR MORE AND OVER
6 FEET WIDE THAT CONTAIN CURRENT DEVICES, SWITCHING DEVICES OR CONTROL
DEVICES -- DOOR SHALL HAVE PANIC/FIRE EXIT HARDWARE AND SWING IN THE DIRECTION
OF TRAVEL.
DESIGN OCCUPANT LOAD (IBC TABLE 1004.1.2)
FUNCTION OF SPACE
ACCESSORY STORAGE AREAS,
MECHANICAL EQUIPMENT ROOMS
FL. AREA(SF)/OCC.
BUSINESS AREAS
100 SF GROSS
300 SF GROSS
EGRESS WIDTH PER OCCUPANT SERVED (SPRINKLERED)
STAIRWAYS:
OTHER EGRESS COMPONENTS:
0.3 INCHES / OCCUPANT (IBC 1005.3.1)
0.2 INCHES / OCCUPANT (IBC 1005.3.2)
MINIMUM STAIRWAY WIDTH:
44" (IBC 1011.2)
36" <50 OCCUPANTS (IBC 1011.2;EXC. 1)
CLIMATE ZONE 5B: IECC PRESCRIPTIVE PATH
MINIMUM RAMP WIDTH:
SEE CORRIDOR WIDTH
ROOFS (INSULATION ABOVE DECK): R-30CI (U-0.032)
MINIMUM CORRIDOR WIDTH:
44" (IBC TABLE 1020.2)
36" <50 OCCUPANTS (IBC 1020.2)
24" ACCESS TO AND UTILIZATION OF MEP SYSTEMS OR
EQUIPMENT (IBC 1020.2)
WALLS, ABOVE GRADE (MASS): R-11.4CI (U-0.90)
WOOD FRAMED WALLS, ABOVE GRADE: R-13 + R-3.8CI (U-0.64)
DOOR ENCROACHMENT: DOORS OPENING INTO PATH OF EGRESS TRAVEL SHALL NOT
REDUCE THE REQUIRED WIDTH TO LESS THAN ONE-HALF DURING THE COURSE OF THE SWING.
WHEN FULLY OPEN, THE DOOR SHALL NOT PROJECT MORE THAN 7 INCHES INTO THE REQUIRED
WIDTH. (IBC 1005.7.1)
WALLS, BELOW GRADE: R-7.5CI (C-0.199)
SLAB ON GRADE FLOORS: F-0.54 (R-10 FOR 24" BELOW GRADE)
COMMON PATH OF EGRESS TRAVEL (IBC TABLE 1006.2.1)
NON SWINGING OPAQUE DOORS: R-4.75
GROUP A :
FIXED FENESTRATION U-FACTOR: U = 0.38
OPERABLE FENESTRATION U-FACTOR: U = 0.45
ENTRANCE DOOR U-FACTOR = U = 0.77
75 FEET MAXIMUM
SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY (IBC TABLE 1006.2.1)
OCCUPANCY
GROUP A
SHGC:
SEW* - SHGC = 0.40 (PF < 0.2) N* - SHGC = 0.53 (PF < 0.2)
SEW* - SHGC = 0.48 (PF 0.2 < PF < 0.50) N* - SHGC = 0.58 (PF < 0.2)
SEW* - SHGC = 0.64 (PF > 0.50) N* - SHGC = 0.64 (PF < 0.2)
MAX. OCC. LOAD
49
*"N" INDICATES VERTICAL FENESTRATION WITHIN 45 DEGREES OF TRUE NORTH
"SEW" INDICATES ORIENTATION OTHER THAN "N"
DISTANCE BETWEEN EXITS (IBC 1007.1.1)
MINIMUM SEPARATION BETWEEN EXITS SHALL NOT BE LESS THAN 1/2 OF THE LENGTH
OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED)
EXIT ACCESS TRAVEL DISTANCE (IBC TABLE 1017.2)
GROUP A:
CODE SUMMARY
18201 GREEN VALLEY RANCH BLVD, DENVER, CO 80249
1 STORIES (IBC 504.4)
HEIGHT = 40' - 0" (IBC 504.3)
1 STORIES
HEIGHT = 25' - 0"
ALLOWABLE BUILDING AREA: GROUP A-2
6,000 S.F.
ACTUAL BUILDING AREA:
2,343 S.F.
20 FEET MAXIMUM
t: 303.694.2445
4. SPECIAL INSPECTIONS (IBC 1705).
- STEEL CONSTRUCTION: WELDS, CUTS AND HIGH-STRENGTH BOLTING.
- CONCRETE CONSTRUCTION.
- MASONRY CONSTRUCTION.
- SOILS.
- PIERS.
- SPRAY FIRE RESISTANT MATERIALS (FIRE-PROOFING STEEL AND FLOORS.
- SPECIAL CASES: AS DETERMINED BY THE CITY OF DENVER BUILDING DEPARTMENT.
6. CODE REQUIRED SIGNAGE, INCLUDING BUT NOT LIMITED TO:
- ACCESSIBILITY
- DOORS
- ELEVATORS
- ASSEMBLY OCCUPANT CONTENT
- TACTILE EXIT SIGNAGE .
- STAIR IDENTIFICATION
- STANDPIPE CONTROL
GENERAL BUILDING CODE COMMENTS
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
2. FIRE RESISTANCE RATINGS OF SHAFT ENCLOSURES SHALL COMPLY WITH IBC 707.4, BUT SHALL NOT BE LESS THAN
THE FLOOR ASSEMBLY PENETRATED.
3. MEMBRANE PENETRATIONS SHALL COMPLY WITH IBC 712.3.2. (SEE EXCEPTIONS FOR ELECTRICAL BOXES, ETC).
MINIMUM NUMBER OF EXITS PER STORY (IBC TABLE 1006.3.1)
OCCUPANCY LOAD (persons per story)
1 - 500
501 - 1000
MORE THAN 1000
MINIMUM NUMBER OF EXITS
2 EXITS
3 EXITS
4 EXITS
4. PENETRATIONS OF MEMBRANES THAT ARE PART OF A FIRE-RESISTANT RATED HORIZONTAL ASSEMBLY SHALL
COMPLY WITH IBC 712.4.
5. EXTERIOR CURTAIN WALL / FLOOR INTERSECTIONS SHALL COMPLY WITH IBC 713.4.
6. OPENING PROTECTIVES SHALL COMPLY WITH IBC TABLE 715.4.
*S1 = BUILDINGS A MAXIMUM OF ONE STORY ABOVE GRADE PLANE EQUIPPED THROUGHOUT WITH AN AUTOMATIC
SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1
7. FIRE DOORS SHALL BE LABELED IN ACCORDANCE WITH IBC 715.4.5 THRU 715.4.5.1.
INTERIOR WALL AND CEILING FINISH REQUIREMENTS (IBC TABLE 803.11)
FIRE RESISTANCE RATING REQUIREMENTS - TYPE V-B (IBC TABLE 601)
PRIMARY STRUCTURAL FRAME
(INCLUDING COLUMNS, GIRDERS, BEAMS, TRUSSES & SPANDRELS)
BEARING WALLS
EXTERIOR
INTERIOR
NONBEARING WALLS AND PARTITIONS
EXTERIOR (IBC TABLE 602)
INTERIOR
FLOOR CONSTRUCTION
(AND SECONDARY MEMBERS)
ROOF CONSTRUCTION
(AND SECONDARY MEMBERS)
CHORD DESIGN STUDIO, P.C.
1. A CERTIFICATE OF OCCUPANCY MUST BE OBTAINED BY THE TENANT PRIOR TO OCCUPYING ANY BUILDINGS OR
PORTIONS OF BUILDINGS.
DEAD END CORRIDORS (IBC 1020.4)
GROUP A OCCUPANCY:
CONSTRUCTION TYPE: V-B (NON-SPRINKLERED) (IBC TABLE 503)
ARCHITECT
2. GLAZED ALUMINUM CURTAIN WALL SHOP DRAWINGS.
1 HOUR IF MORE THAN 30 OCCUPANTS SERVED
WIDTH: AS DETERMINED BY IBC 1005.3.2, BUT NOT < THAN 44" (IBC 1020.2); 24" FOR ACCESS TO MEP
EQUIPMENT (IBC 1020.2); 36" WITH REQUIRED OCCUPANCY OF < 50 (IBC 1020.2)
RESTAURANTS, CAFETERIAS AND SIMILAR DINING FACILITIES (INCLUDING ASSOCIATED COMMERCIAL KITCHENS)
(IBC SECTION 303.3)
ACTUAL BUILDING HEIGHT:
GROUP A:
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
1425 MARKET STREET SUITE 220
DENVER, CO 80202
CORRIDOR FIRE RESISTANCE RATING (IBC TABLE 1020.1)
USE AND OCCUPANCY CLASSIFICATIONS
ALLOWABLE BUILDING HEIGHT: GROUP A-2
200 FEET MAXIMUM W/ NO SPRINKLER
EVC-WDG TOWER II, LLC
1. FIRE ALARM SHOP SUBMITTAL.
5. FINAL PLAT OR SURVEY.
PROJECTION FACTOR 'PF' SHALL BE EVALUATED SEPARATELY, OR AN AREA WEIGHTED VALUE SHALL BE CALCULATED
AND USED FOR ALL WINDOWS AND GLASS DOORS.
A-2:
DOCUMENTS FOR DEFERRED SUBMITTAL SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL
IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A
NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY
HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED
SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN
APPROVED BY THE BUILDING OFFICIAL.
3. ROOFING SYSTEMS CONFORMANCE TO WIND / DEFLECTION CRITERIA.
SWINGING OPAQUE DOORS: U-0.37
BUILDING ADDRESS:
DEFERRED SUBMITTALS (IBC 107.3.4.1)
OWNER
0
HOUR
0
0
HOUR
HOUR
SEE CODE PLANS AND ELEVATIONS
0
HOUR
SPACE TYPE
EXIT ENCLOSURES AND EXIT PASSAGEWAYS
CORRIDORS
ROOMS AND ENCLOSED SPACES
A
CLASS B
CLASS C
CLASS C
PROVIDE FLAMESPREAD CERTIFICATION OF ALL FINISH MATERIALS IN COMPLIANCE WITH IBC 803.1.2
8. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING
SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE
LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL. (RE: IBC 1006.1 AND 1006.2)
9. HANDRAILS SHALL COMPLY WITH IBC 1012.1 THRU 1012.8. GUARDS SHALL COMPLY WITH IBC 1013.1 THRU 1013.6
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
3
DESCRIPTION
PERMIT SET
PERMIT SET
DATE
27 DEC 2019
14 FEB 2020
INTERIOR FLOOR FINISHES SHALL COMPLY WITH IBC 804.
FIRE SPRINKLER (IBC TABLE 903.2.1.2)
0
HOUR
0
HOUR
PENETRATIONS SHALL COMPLY WITH SECTION 712 IBC.
GROUP A-2:
NOT REQ'D, FIRE AREA LESS THAN 5000 SF AND OCCUPANT LOAD LESS THAN 100
FIRE ALARM (IBC TABLE 907.2.1)
GROUP A:
NOT REQ'D, FIRE LESS THAN 300 OCCUPANTS
FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE - TYPE V-B
(TABLE 602)
MINIMUM ROOF COVERING CLASSIFICATION REQUIREMENTS (IBC TABLE 1505.1)
SEPARATION DISTANCE
X < 5' FIRE SEPARATION DISTANCE
5' ≤ X ≤ 10' FIRE SEPARATION DISTANCE
10' ≤ X ≤ 30' FIRE SEPARATION DISTANCE
X > 30' FIRE SEPARATION DISTANCE
GROUP A
1 HOUR
1 HOUR
0 HOUR
0 HOUR
TYPE V-B:
CLASS C
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
2/17/2020 10:26:38 AM
Project Number:
CODE SUMMARY
G031
19022
EGRESS LEGEND
SYMBOL
DESCRIPTION
COMMON PATH OF TRAVEL:
75' MAX (TYPICAL OCCUPANCY)
25' MAX (H OCCUPANCY)
100' MAX (FULLY SPRINKLERED B, F & S OCCUPANCY)
COMMON PATH OF TRAVEL:
2 SEPARATE PATHS OF EGRESS TO SEPARATE
EXITS
OVERALL DIAGONAL DIMENSION
6
DISTANCE BETWEEN EXITS (< 1/3 OVERALL
DIAGONAL DIMENSION)
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
TRAVEL DISTANCE
BACK OF HOUSE
KITCHEN, COMMERCIAL
FUNCTION:
AREA SUBTOTAL: 1046 SF
200 SF / OCC GROSS
LOAD FACTOR:
OCCUPANT LOAD: 6
MAXIMUM EXIT ACCESS TRAVEL DISTANCE
OCCUPANCY
FRONT OF HOUSE
ASSEMBLY
FUNCTION:
AREA SUBTOTAL: 1129 SF
15 SF / OCC NET
LOAD FACTOR:
OCCUPANT LOAD: 76
NON-SPRINKLERED
SPRINKLERED
A, E, F-1, M, R, S-1
200'
250'
B
200'
300'
F-2, S-2, U
300'
400'
I-1, I-2, I-3, I-4
NP
200'
OCCUPANCY
2 EXITS REQ'D WHEN OCCUPANT LOAD > THAN
A, B, E, F, M, U
49
H-1, H-2, H-3
3
H-4, H-5, I-1, I-2, I-3, I-4, R
10
S
29
NOTES:
SEE CODE SUMMARY FOR ADDITIONAL EGRESS INFORMATION
38
OCCUPANT LOAD & EXITING LEGEND
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
OCCUPANT LOAD
MEP
GIVEN & ASSOCIATES
9"
"
1/2
76'L=
8'-4
NA
=3
GO
1/2
DIA
"X
6'-9
ALL
=7
ER
OV
ON
ATI
AR
EP
DS
IRE
QU
RE
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2019
=4
7'-1
"
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
DIS
TAN
C
EB
ETW
EEN
EXI
TS
#
1
38
61
PATIO
ASSEMBLY
FUNCTION:
AREA SUBTOTAL: 332 SF
15 SF / OCC NET
LOAD FACTOR:
OCCUPANT LOAD: 23
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
2/17/2020 10:26:39 AM
Project Number:
19022
CODE STUDY PLAN
1 CODE STUDY PLAN
SCALE: 3/16" = 1'-0"
G201
91.66' (RE: CIVIL)
54.95' (RE: CIVIL)
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
29.0' (RE: CIVIL)
1425 MARKET STREET SUITE 220
DENVER, CO 80202
TRASH
ENCLOSURE
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
WALDEN STREET
30' - 0"
33' - 4"
18.86' (RE: CIVIL)
73' - 4"
168.36' (RE: CIVIL)
BUILDING AREA: 2,343 SF
SITE AREA: 0.58 ACRES
PARCEL: W1A
34' - 9"
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
30' - 0"
ZONE LOT LINE, TYP
2/17/2020 10:26:40 AM
41.88' (RE: CIVIL)
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
Project Number:
CODE SITE PLAN
G202
96.12' (RE: CIVIL)
GREEN VALLEY RANCH BLVD
1 CODE STUDY SITE PLAN
SCALE: 3/32" = 1'-0"
19022
LOGO
RIDGETOP
PLANNED BUILDING GROUP WEST 4TH AMENDMENT
ENGINEERING & SURVEYING
541 E. Garden Drive,
Unit N
Windsor, CO 80550
T (970) 663-4552
W ridgetopeng.com
SEAL
PROJECT TITLE
GATEWAY
CROSSING PARCEL W1A
NW CORNER OF GREEN
VALLEY RANCH BLVD &
TOWER RD
PREPARED FOR
EVC-WDG
TOWER II, LLC
4201 E YALE AVE,
SUITE 140
DENVER, CO 80222
CITY AND
COUNTY OF
DENVER
PUBLIC WORKS
DEVELOPMENT
ENGINEERING SERVICES
PM PROJECT NO.
2019PM0000456
AMENDMENT TO
PM PROJECT NO.
2018PM0000677
SUBMITTAL
PBG WEST 4TH
AMENDMENT
DRAWN BY:
CHECKED BY:
MRB
PROJECT NO.:
19-064-009
REVISIONS
DATE
01/10/2020
SHEET TITLE
COVER SHEET
SHEET INFORMATION
R
CONSTRUCTION SET
Know what's below.
CV-1
Callbefore you dig.
1
Of
10
PLANNED BUILDING GROUP WEST 4TH AMENDMENT
East 14 corner Section 16,
Township 3 South, Range 66 West
3.25" aluminum cap marked LS 36053 (2005)
DESCRIPTION:
traffic signal
control box
LEGAL
86'
Lot 1, Block 2, TOWER 160 SUBDIVISION, Reception Number 2008079854, recorded June 10,
2008, public records County of Denver, State of Colorado.
36'
'
.17
472
I
60
O
,T
,B
c
lo
k
ER
W
SU
BD
36'
PLS 38158
15.8' (to flow-line)
Containing 10.480 acres (456,502 sq. ft.) more or less.
293.11' (M)
15.4'
(to flow-line
curb and gutter
(M)
PLS 38158
storm inlet
36'
(R)
LEGEND:
edge of asphalt
(R)
R=15.00' L=23.56'
=90°00'00"
Ch=21.21'
CB=S 45°07'05" E
(R)
R=564.00' L=443.84'
=45°05'19"
Ch=432.47'
CB=N 67°20'15" E
electric
pull box
storm inlet
(M)
(M)
ric
ct box
e
l
e ull
p
1
(72' Right-of Way)
N 89°52'55" E 236.10'
Δ = = 4 6 0 '16 " W
'
Ch 7°20
.14
6
47 2
=
S
L
=
0'
CB
0 .0
0
=6
)R
(M
N
S 89°53'20" W
49th Ave.
L=
00''19"
.
0
60 5
R= 5°0 '10 "
(R) D =44 5 ° 0 5 . 0 5 '
O
SI
VI
(R)
S 89°52'55" W 293.10'
RANGE LINE
found 0.5" iron rod with 1.0" plastic cap marked as described
found 0.5" iron rod with 2.5" aluminum cap marked PLS 36072 in monument box
set 0.5" iron rod with 1.0" plastic cap marked PLS 32444
set 0.5" iron rod with 2.5" aluminum cap marked PLS 32444 in monument box
light pole
1
electric pedestal
storm sewer manhole
1
ot
sanitary sewer manhole
L
S 00°07'05" E 356.52' (M) (R)
boundary line
10' Public Service Company Easement
Inst. No. 20050314000261080
(Adams County March 14, 2005)
Rec. No. 2007098165 (March 14, 2005) and
Rec. No. 2008079048 (June 9, 2008)
(City and County of Denver)
Lot 1, Block 3,
TOWER
1601.56'
SUBDIVISION S 89°52'23" W
S 89°52'23" W
±8.402 acres
±365,999 sq. ft. 1
corner Section 16 ,
East-East
20
(Rec. No. 2008079854) 64
0.2'
PLS 38158
20' Public Service easement
Book 1590, Page 29 (Adams County April 9, 1970)
Rec. No. 2008079049
(City and County of Denver June 9, 2008)
electric
pull box
S 89°52'23" W 728.72'
(M) (R)
electric
transformer
cable TV
pedestal
electric
I, M. Bryan Short, a duly registered Professional Land Surveyor in the State of Colorado, do transformer
hereby state to the best of my knowledge, information and belief that this Improvement Survey
Plat
POINT OF
for the GATEWAY CROSSING PBG EAST truly and correctly represents the results of a BEGINNING
monumented land survey made under my responsible charge and is in accordance with applicable
standards of practice. This is not a guaranty or warranty, either expressed or implied.
concrete sidewalk
electric
vaults
traffic control
boxes
14.6' (to flow-line)
60'
curb and gutter
communications
vault
14.5' (to flow-line)
60'
S 89°52'23" W
68'
Yampa St.
(100' Right-of Way)
50'
2. Yampa Street was not developed at the time of this survey.
electric
POINT OF
transformer
3. Bearings are based on the South line of the Southeast 1BEGINNING
4 of Section 16, Township 3
South, Range 66 West of the 6th P.M. as bearing S 89°52'23" W, per TOWER 160
SUBDIVISION.
traffic
control vault
edge of asphalt
4.
N
864.89' (M) (R)
City of Denver Benchmark 581A.
Published NAV 88 Datum Elevation = 5380.35'
2" brass cap at back of walk in the Southeast corner of the intersection of 48th Avenue
and Tower Road
RANGE LINE
communications
vaults
storm inlet
51
°2
96
driveway
Distances shown are in U.S. Survey Feet.
7'4
4'
7"
Green Valley Ranch Blvd.
W
(Right-of Way varies)
see "Detail"
this sheet
Basis of Bearings
S 89°52'23" W 2645.65'
South line of the Southeast 14 of Section 16,
Township 3 South, Range 66 West
South 4 corner Section 16,
Township 3 South, Range 66 West
3.25" aluminum cap marked LS 36053 (2005)
1.
PLS 38158
.0
(Right-of Way varies)
1
NOTES:
storm inlet
Green Valley Ranch Blvd.
1120.76'
Parcel E7
M. Bryan Short, ±1.515
P.L.S.,ACRES
#32444
PLS 38158
electric vault
curb and gutter
SURVEYOR'S CERTIFICATION:
50'
0.3'
Tower Rd.
Detail
electric
transformers
R=25.00' L=39.32'
=90°07'24"
Ch=35.39'
CB=N 45°03'55" W
(R)R=25.00' L=39.27'
D =89°59'28"
(M) R=25.00' L=39.26'
=89°59'19"
Ch=35.35'
CB=S 44°52'47" W
S 00°07'05" E 135.94' (M) (R)
N 00°00'12" W
13.5' (to flow-line)
2.6'
PLS 38158
(M) (R)
storm
inlet
Township 3 South, Range 66 West
found 3.25" aluminum cap marked
LS 36053 (2005)
(no improvements)
W 1.56'
S 00°15'23" E 2658.22'
East line of the Southeast 14 of Section 16,
Township 3 South, Range 66 West
easement line
driveway
N 00°07'08" W
748.46'
Lot 1, Block 3, TOWER 160 SUBDIVISION
section line
scale: 1" = 5'
RANGE LINE
concrete sidewalk
(R)
right of way line
PLS 38158
193.85' (M)
curb and gutter
Walden St.
(72' Right-of Way)
36'
RANGE LINE
S 00°00'36" E
279.00' (M)
36'
2.5'
PLS 38158
13.5' (to flow-line)
rangeline
(Right-of Way varies)
S 03°41'47" W 12
0.26' (M) (R)
PLS 38158
748.46' (M)
±10.480 acres
±456,502 sq. ft.
(Rec. No. 2008079854)
(R) recorded
N 00°07'08" W
R=3
(M)
(R)
S 00°07'05" E 748.44'
Lot 1, Block 2,
TOWER 160 SUBDIVISION
public access easement
(Rec. No. 2019078485)
(R)
S 00°00'12" E 278.98'
42'
electric
transformer
(no improvements)
100
measured
(M)
42'
(R) R=320.00' L=250.19'
D =44°47'49"
(M) R=320.00' L=250.19'
=44°47'51"
Ch=243.87'
CB=N 22°23'41" E
50
bollard
2.5'
13.4' (to flow line)
=S
7
"
2 2 ° 1. 3 5 '
23
5 6.
'48
00'
" W
L=
27
8. 3
8'
(R)R
=
D =4356.00'
L
Δ = 4°4
4 4 ° 7'4 =278
9
.34'
C B C h = 2 4 8 '15 "
electric
pull box
25
0
sign
Yampa St.
PLS 38158
50
(84' Right-of Way)
)
(M
15.4' (to flow-line)
44 60.
°4 11
7'3 ' (M
6" )
E
N
60
44
S
)
(R
public access easement
(by future document)
S 89°52'23" W
Scale 1 inch = 50 feet
water valve
concrete sidewalk
)
R
(W
°4
7'
3
.1 5"
3'
W
"
36
'
7 '
° 4 .11
4
0
4
S 6
E
1"
'0
6
°2
9'
45 5.6
8
N
electric
transformer
found Section corner monument as described
East-East 164 corner Section 16
20 , Township 3 South, Range 66 West
found 3.25" aluminum cap marked LS 36053 (2005) West 1.56' from range point
S 89°52'23" W
660.00'
POINT OF COMMENCEMENT
Southeast corner Section 16,
Township 3 South, Range 66 West
3.25" aluminum cap marked LS 36053 (2005)
71'
SHEET TITLE
OVERALL
SURVEYWEST
5255 Ronald Reagan Blvd., T (970) 663-4552
Ste. 210
W ridgetopeng.com
Johnstown, CO 80534
2
Of
10
GATEWAY CROSSING PBG WEST- 2018PM0000677
AMENDEMENT NO. 1 - 2018PM0000544; AMENDMENT NO. 2 - 2019PM0000138; AMENDMENT NO. 3 - 2019SDP0000282; AMENDMENT NO. 4 - 2019PM0000456
LOGO
RIDGETOP
LEGEND
PLANNED BUILDING GROUP WEST 4TH AMENDMENT
ENGINEERING & SURVEYING
541 E. Garden Drive,
Unit N
Windsor, CO 80550
T (970) 663-4552
W ridgetopeng.com
SEAL
PROJECT TITLE
*NOTE*
GATEWAY
CROSSING PARCEL W1A
49TH AVE
(PUBLIC ROAD)
*PUBLIC ACCESS EASEMENT
NOTE*
NW CORNER OF GREEN
VALLEY RANCH BLVD &
TOWER RD
PREPARED FOR
EVC-WDG
TOWER II, LLC
D
PARCEL W5
AMENDMENT
NO. 2
4201 E YALE AVE,
SUITE 140
DENVER, CO 80222
YAMPA ST. (PUBLIC ROADWAY)
PARCEL W7
AMENDMENT NO. 3
D
ROAD F (PRIVATE ROADWAY)
D
CITY AND
COUNTY OF
DENVER
PUBLIC WORKS
DEVELOPMENT
ENGINEERING SERVICES
PM PROJECT NO.
2019PM0000456
AMENDMENT TO
PM PROJECT NO.
2018PM0000677
WALDEN ST
(PUBLIC ROAD)
ROAD E (PRIVATE ROADWAY)
PARCEL W1A
AMENDMENT
NO. 4
SUBMITTAL
PBG WEST 4TH
AMENDMENT
PARCEL W2
ORIGINAL PBG
WEST
PARCEL W4
AMENDMENT NO. 1
DRAWN BY:
CHECKED BY:
MRB
PROJECT NO.:
19-064-009
REVISIONS
GREEN VALLEY RANCH BLVD.
(PUBLIC ROAD)
DATE
01/10/2020
SHEET TITLE
OVERALL SITE
PLAN
SHEET INFORMATION
R
CONSTRUCTION SET
Know what's below.
OS-1.0
Callbefore you dig.
3
Of
10
LOGO
BUILDING DATA
RIDGETOP
LEGEND
PLANNED BUILDING GROUP WEST 4TH AMENDMENT
ENGINEERING & SURVEYING
541 E. Garden Drive,
Unit N
Windsor, CO 80550
T (970) 663-4552
W ridgetopeng.com
SEAL
PROJECT TITLE
D
GATEWAY
CROSSING PARCEL W1A
ROAD E
(PRIVATE ROADWAY)
NW CORNER OF GREEN
VALLEY RANCH BLVD &
TOWER RD
PREPARED FOR
EVC-WDG
TOWER II, LLC
4201 E YALE AVE,
SUITE 140
DENVER, CO 80222
WALDEN ST
(PUBLIC ROADWAY)
CITY AND
COUNTY OF
DENVER
PUBLIC WORKS
DEVELOPMENT
ENGINEERING SERVICES
PM PROJECT NO.
2019PM0000456
AMENDMENT TO
PM PROJECT NO.
2018PM0000677
SUBMITTAL
PBG WEST 4TH
AMENDMENT
DRAWN BY:
CHECKED BY:
MRB
PROJECT NO.:
19-064-009
REVISIONS
D
GREEN VALLEY RANCH BLVD
(PUBLIC ROADWAY)
DATE
01/10/2020
SHEET TITLE
PARCEL W1A
SITE PLAN
SHEET INFORMATION
R
CONSTRUCTION SET
Know what's below.
C-2.0
Callbefore you dig.
4
Of
10
LOGO
RIDGETOP
LEGEND
PLANNED BUILDING GROUP WEST 4TH AMENDMENT
ENGINEERING & SURVEYING
541 E. Garden Drive,
Unit N
Windsor, CO 80550
T (970) 663-4552
W ridgetopeng.com
SEAL
ROAD E
(PRIVATE ROADWAY)
PROJECT TITLE
GATEWAY
CROSSING PARCEL W1A
WALDEN ST
(PUBLIC ROADWAY)
D
NW CORNER OF GREEN
VALLEY RANCH BLVD &
TOWER RD
PREPARED FOR
EVC-WDG
TOWER II, LLC
4201 E YALE AVE,
SUITE 140
DENVER, CO 80222
CITY AND
COUNTY OF
DENVER
PUBLIC WORKS
DEVELOPMENT
ENGINEERING SERVICES
PM PROJECT NO.
2019PM0000456
AMENDMENT TO
PM PROJECT NO.
2018PM0000677
SUBMITTAL
PBG WEST 4TH
AMENDMENT
DRAWN BY:
D
MRB
PROJECT NO.:
19-064-009
REVISIONS
SUDP REVISIONS
GREEN VALLEY RANCH BLVD
(PUBLIC ROADWAY)
GRADING NOTES
CHECKED BY:
02-14-2020
DATE
STORM DRAINAGE NOTES
01/10/2020
SHEET TITLE
PARCEL W1A
GRADING PLAN
SHEET INFORMATION
R
CONSTRUCTION SET
Know what's below.
C-3.0
Callbefore you dig.
5
Of
10
LOGO
LEGEND
SURVEY LEGEND
found Section corner monument as described
PLANNED BUILDING GROUP WEST 4TH AMENDMENT
found 0.5" iron rod with 1.0" plastic cap marked as described
RIDGETOP
ENGINEERING & SURVEYING
set 0.5" iron rod with 1.0" plastic cap marked PLS 32444
541 E. Garden Drive,
Unit N
Windsor, CO 80550
electric transformer-box
electric vault-ground level box
T (970) 663-4552
W ridgetopeng.com
SEAL
light pole
telecommunication pedestal
telecommunication manhole
water manhole
fire hydrant
water valve
DENVER WATER STANDARD NOTES
storm sewer manhole
PROJECT TITLE
sanitary sewer manhole - septic tank lid
GATEWAY
CROSSING PARCEL W1A
sign
fence line
ohw
ROAD E
(PRIVATE ROADWAY)
SANITARY SEWER NOTES
overhead utility wire
e
electric line
t
telephone line
w
water line
g
gas line
ss
sanitary sewer line
NW CORNER OF GREEN
VALLEY RANCH BLVD &
TOWER RD
PREPARED FOR
EVC-WDG
TOWER II, LLC
storm sewer line
4201 E YALE AVE,
SUITE 140
DENVER, CO 80222
CITY AND
COUNTY OF
DENVER
GENERAL UTILITY NOTES
PUBLIC WORKS
DEVELOPMENT
ENGINEERING SERVICES
PM PROJECT NO.
2019PM0000456
WALDEN ST
(PUBLIC ROADWAY)
AMENDMENT TO
PM PROJECT NO.
2018PM0000677
SUBMITTAL
PBG WEST 4TH
AMENDMENT
DRAWN BY:
CHECKED BY:
MRB
PROJECT NO.:
19-064-009
REVISIONS
DATE
GREEN VALLEY RANCH BLVD
(PUBLIC ROADWAY)
01/10/2020
SHEET TITLE
PARCEL W1
UTILITY PLAN
Approved for Construction
SHEET INFORMATION
R
CONSTRUCTION SET
Know what's below.
Callbefore you dig.
C-4.0
6
Of
10
GENERAL LANDSCAPE NOTES
ROAD E
PLANNED BUILDING GROUP WEST 4TH AMENDMENT
4-HHR
4-MSG
11-RFG
3-CCI
2-MSS
6-JHBC
24-KA
PROPOSED PLANT LIST
WALDEN ST
LIGHT POLES
KEY
9-PSC
2-RxM
8-KA
4-AxC
3-MSG
5-HHR
2-BTC
1-QB
BOTANICAL NAME
COMMON NAME
SIZE
NOTES
2" cal
B+B
ADBL GROWTH QTY.
HEIGHT
DECIDUOUS TREES
LIGHT POLES
2-SJF
6-PFJ
2-JHBC
2-GTS
2-CAA
English Oak
40'
1
M
40'
2
B+B
M
40'
1
6' ht.
B+B
L
40'
2
25 gal.
cont.
L
15'
11
QB
Quercus robur
GTS
Gleditsia triocanthos inermis 'Shadem'
Shademaster Locust
2" cal
B+B
UxC
Ulmus x 'Cathedral'
Catherdral Elm
2" cal
M
EVERGREEN TREES
PN
Pinus nigra
Austrian Pine
JV
Juniperus scopulorum
Rocky Mountain Juniper
2-PN
2-MSG
4-LX
CCI
Crataegus crus-galii inermis
Thornless Cockspur Hawthorne
1.5" cal
B+B
L
15'
3
5-PAT
MSS
Malus 'Spring Snow'
Spring Snow Crabapple
1.5" cal
B+B
L
15'
2
PCC
Pyrus calleryanna 'Autumn Blaze'
Autumn Blaze Maple
1.5" cal
B+B
L
15'
2
5 gal.
5' o.c.
L
2'
15
3' o.c.
L
3'
7
ORNAMENTAL TREES
6-PFJ
EVERGREEN SHRUBS
2-MSG
4-JHBC
11-JV
4-RxM
JHBC
Juniperus horizontalus 'Blue Chip'
Blue Chip Juniper
JPGM
Juniperus procumbens 'Green Mound'
Green Mound Juniper
5 gal.
LIGHT POLES
3-JHBC
DECIDUOUS SHRUBS
1-UxC
2-PFJ
6-KA
16-LAH
LIGHT POLES
Office of the City Forester (OCF) Standard General Plan Notes:
MONUMENT
SIGN
7-HHR
2-PCC
3-CAA
1.
Existing trees required to be preserved in ROW and/or public place shall be protected per OCF standards and
practices. Tree protection shall be installed prior to issue of demolition/building permit, approved by the OCF, and
shall remain as approved throughout construction. No access, construction activities or storage of construction
materials/debris/equipment shall take place within tree protection zones without prior written authorization from the
OCF.
LIGHT POLES
20-SJF
20-AxC
2.
Per City Code, all tree removals in City/County of Denver must be performed by the property owner or a tree
contractor licensed by OCF, including trees in ROW, public place and private property. For a current list of licensed
tree contractors, visit www.denvergov.org/Forestry.
A.
OCF-approved tree removals in ROW or public place;
i.
A tree removal permit issued by the OCF is required prior to removal. Tree removal permits are not included
with building permits or plan approvals and must be obtained separately from the OCF. Contact the OCF
(Forestry@denvergov.org) with name of licensed contractor or property owner performing removal. Include project
number (2019PM0000456) and project address(4859 N.Yampa Street).
MINIMUM SITE LANDSCAPE CALCULATIONS
1 TREE/200 sq ft of LANDSCAPING
50% LIVING MATERIAL
PROVIDED
5% of 6,079 sq ft = 303 sq ft
586 sq ft
586/200=2.93 TREES
3 TREES
6,079 sq ft of landscape area provided
50% = 3,040 sq ft
Do not cut single leader. Prune only damaged, dead wood,
or co-dominant leaders.
12" nylon tree strap with grommets on guy wire. Do not twist straps
tight around trunk.
2,767 sq ft irr. turf
1,667 sq ft shrubs & perennials
1/2" diameter white PVC pipe section on entire length of each wire.
78% living material
14-Gauge galvanized wire, double strand. Leave 1" to 2" slack in
wire to allow for trunk movement.
ROW = 2,842 sq ft with 100% living material not included in calcs.
If needed, 6' steel T-post or wood stake (install to 2' depth in
undisturbed subgrade) with safety caps, set to windward side
and other opposite; or other pre-approved staking method.
Deciduous Tree Fall Planting: Wrap trunk to first branch with specified
tree wrap material. Secure at top with masking tape. Do not wrap rough
bark trees. Remove trunk wrap in spring after last frost.
Set top of root flare (first order roots) at or 1" above finish grade.
Remove excess soil from top of root ball and adventitious roots on trunk.
Circle of shredded wood mulch, 3" deep and 4" to 6" away
from trunk, to outer edge of planting hole.
Form 2" high dirt saucer around pit at outside of transition zone.
Finish Grade
Completely remove all twine and wire basket. Pull burlap
down minimum 2/3 of ball, cut and remove from pit.
Slope sides of planting pit as shown, roughen sides prior to backfill.
Little Princess Spirea
5 gal.
3' o.c.
3'
22
PAT
Perovskia atriplicifolia
Russian Sage
5 gal.
3' o.c.
4'
5
RxM
Rosa x "Knock Out'
Knock Out Rose
5 gal.
4' o.c.
4'
6
AxC
Arctostaphylos x coloradoensis
Panchito Manzanita
5 gal.
4' o.c.
6'
24
PFJ
Potentilla fruticosa 'Jackmani'
Jackman Potentilla
5 gal.
3' o.c.
4'
14
CAA
Cornus alba 'Argenteomarginata'
Variegated Dogwood
5 gal.
5' o.c.
5'
5
BTC
Berberis thunbergii 'Crimson Pygmy'
Crimson Pygmy Japanese Barberry 5 gal.
3' o.c.
3'
2
LV
Ligustrum x vicaryl
Golden Vicary Privet
5 gal.
4' o.c.
4'
4
PERENNIALS AND ORNAMENTAL GRASSES
KA
Calamagrostis x acutiflora 'Karl Forester'
Karl Forester Grass
1 gal.
18" o.c.
5'
38
HHR
MSG
Hemerocallis 'Happy Returns'
Myiscanthus sinensis 'Gracilimus'
Dwarf Yellow Day Lily
Gracilimus Grass
1 gal.
18" o.c.
2 gal.
4' o.c.
2'
4'
16
11
RFG
Rudbeckia fulgida 'Goldstrum'
Black-Eyed Susan
1 gal.
24" o.c.
2'
11
LAH
PSC
Lanvandula angustifolia 'Hidcote'
Phlox subulata
Deep Blue Lavander
Creeping Phlox
1 gal.
1 gal.
12" o.c.
12" o.c.
12"
12"
16
9
B.
A tree removal permit is not required for private property tree removals.
3.
All proposed landscaping in the ROW shall be per the Streetscape Design Manual with the exception of tree
planting, this shall be in accordance with current OCF Rules and Regulations.
4.
All electric fixtures and utilities, including but not limited to outlets and lights, shall be located at outside
perimeter of tree planting areas within hardscape. In tree lawns, fixtures shall be placed minimum 3 (three) feet
radially from base of trunk.
5.
An OCF-issued tree planting permit is required for all trees to be planted in ROW or public place. Contact OCF
(Forestry@denvergov.org) with name of contractor or property owner performing work. Include project number
(2019PM0000456) and project address (4859 N. Yampa Street) when requesting permit. Tree planting permits are not
included with building permits and must be obtained separately from the OCF prior to installation.
0
6.
Proposed tree planting in the Right-of-Way (ROW) or public place shall be pre-approved by the Office of the
City Forester (OCF) and shall be a minimum of;
A.
30' from outside edge of intersecting curbs for sight triangle
B.
20' from stop signs
C.
25' from street lights
2X Root Ball Diameter
D.
20' from pedestrian curb ramps
3-4 X Root Ball Diameter
E.
10' from edge of vehicular drive apron and hydrants.
Native soil or appropriate planting media.
LANDSCAPE LEGEND
10
20
40
SCALE: 1" = 20'
Undisturbed subgrade.
Any broken, crumbling, or otherwise damaged rootball
should be rejected. Do not damage during planting.
1
2
X
X
1
2
X
STA
Trees planted upon park land, public property, or within the Public Right of Way (PRW) are subject to the following restrictions:
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
An approved planting permit from the Office of the City Forester (OCF), regardless of approved plans, is required prior to planting.
Penalties shall be issued for trees planted without an OCF issued permit.
Only tree species approved by or listed on the OCF's approved street tree list shall be planted in PRW.
For a list of prohibited or suspended PRW trees, contact or visit the OCF website.
If overhead utility wires exist in the PRW, only ornamental or trees maturing at 20 (twenty) feet maximum height shall be planted.
Trees shall be centered in tree lawns and/or planting areas.
Trees shall not be planted in tree lawns less than five feet wide unless authorized by the OCF.
Where sidewalks are not present, trees shall be located as designated by Office of the City Forester.
Planting in corner triangle formed by the first 30 (thirty) feet along the PRW in each direction from the corner is not permitted.
Planting within 10 (ten) feet of alleys, driveways, or fire hydrants is not permitted.
Planting within 20 (twenty) feet of stop signs is not permitted.
Planting within 25 (twenty-five) feet of street lights is not permitted.
Planting within five feet of water meters or pits is not permitted.
Large shade trees shall be spaced 35 (thirty-five) feet o.c. and ornamental trees 25 (twenty-five) feet o.c. or as designated by OCF.
All electric fixtures and utilities, including but not limited to outlets and lights, shall be located at outside perimeter of tree planting areas
within hardscape. In tree lawns, fixtures shall be placed minimum 3 (three) feet radially from base of trunk.
Prior to digging, the Utility Notification Center of Colorado shall be contacted at 811 to locate underground utilities.
7.
All plant material shall meet or exceed current American Standard for Nursery Stock ANSI Z60.1 and the
Colorado Nursery Act and accompanying Rules and Regulations.
8.
K
R
A
M
NITELLU
B
ETA
D
PREPARED BY OFFICE OF THE
CITY FORESTER,
DENVER PARKS AND RECREATION
DEPARTMENT
CITY AND COUNTY OF DENVER
201 W. COLFAX AVE.
DENVER, COLORADO 80202
ELA
C
SO
TO
N
T
STANDARD RESIDENTIAL TREE PLANTING
D
DETAIL FOR SOD AREA OR TREE LAWN 81/41/9 :ETA
A.1-PM
G
A
RID
DATE
01/10/2020
Required soil remediation when removing hardscape/concrete/asphalt/pavers/etc. to plant trees):
A.
Soil analysis, bulk density testing and remediation required when removing hardscape to plant trees; including
but not limited to concrete, asphalt, pavers, brick
i.
Deep soil analysis to 24” depth required from credited, local soil analysis laboratory with experience in local
urban soils.
SHEET TITLE
R
ii.
Analysis must determine soil texture and type, pH balance, soil salinity, organic matter (OM) percentage, and
plant available nutrients
B.
S
N
OISIVE
R
21-100 PARKING SPACES
REQUIRED
Spiraea japonica 'Little Princess'
ii.
Existing ROW or public place trees approved for removal by the OCF must be protected in place until removed
by an OCF licensed tree contractor. Failure to protect such trees until removal, or removing trees without a permit,
will result in a notice of violation and/or citations/fines.
6,079 sq ft open space/Landscaping
DESCRIPTION
SJF
LANDSCAPE
PLAN
Know what's below.
Soil Remediation required based on soil analysis.
9.
Contact the OCF a minimum of five (5) business days before commencement of demolition and/or construction
activity.
Call before you dig.
07
Of
10
GATEWAY CROSSING PBG WEST- 2018PM0000677
AMENDEMENT NO. 1 - 2018PM0000544; AMENDMENT NO. 2 - 2019PM0000138; AMENDMENT NO. 3 - 2019SDP0000282; AMENDMENT NO. 4 - 2019PM0000456
LOGO
RIDGETOP
PLANNED BUILDING GROUP WEST 4TH AMENDMENT
ENGINEERING & SURVEYING
541 E. Garden Drive,
Unit N
Windsor, CO 80550
T (970) 663-4552
W ridgetopeng.com
SEAL
PROJECT TITLE
GATEWAY
CROSSING PARCEL W1A
NW CORNER OF GREEN
VALLEY RANCH BLVD &
TOWER RD
PREPARED FOR
EVC-WDG
TOWER II, LLC
4201 E YALE AVE,
SUITE 140
DENVER, CO 80222
CITY AND
COUNTY OF
DENVER
PUBLIC WORKS
DEVELOPMENT
ENGINEERING SERVICES
PM PROJECT NO.
2019PM0000456
AMENDMENT TO
PM PROJECT NO.
2018PM0000677
SUBMITTAL
PBG WEST 4TH
AMENDMENT
DRAWN BY:
CHECKED BY:
MRB
PROJECT NO.:
19-064-009
REVISIONS
DATE
01/10/2020
SHEET TITLE
DETAILS
SHEET INFORMATION
R
CONSTRUCTION SET
Know what's below.
C-5.0
Callbefore you dig.
8
Of
10
LOGO
RIDGETOP
PLANNED BUILDING GROUP WEST 4TH AMENDMENT
ENGINEERING & SURVEYING
541 E. Garden Drive,
Unit N
Windsor, CO 80550
T (970) 663-4552
W ridgetopeng.com
SEAL
PROJECT TITLE
GATEWAY
CROSSING PARCEL W1A
NW CORNER OF GREEN
VALLEY RANCH BLVD &
TOWER RD
PREPARED FOR
EVC-WDG
TOWER II, LLC
4201 E YALE AVE,
SUITE 140
DENVER, CO 80222
CITY AND
COUNTY OF
DENVER
PUBLIC WORKS
DEVELOPMENT
ENGINEERING SERVICES
PM PROJECT NO.
2019PM0000456
AMENDMENT TO
PM PROJECT NO.
2018PM0000677
SUBMITTAL
PBG WEST 4TH
AMENDMENT
DRAWN BY:
CHECKED BY:
MRB
PROJECT NO.:
19-064-009
REVISIONS
DATE
01/10/2020
SHEET TITLE
DETAILS
SHEET INFORMATION
R
CONSTRUCTION SET
Know what's below.
C-5.1
Callbefore you dig.
9
Of
10
LOGO
RIDGETOP
PLANNED BUILDING GROUP WEST 4TH AMENDMENT
ENGINEERING & SURVEYING
541 E. Garden Drive,
Unit N
Windsor, CO 80550
T (970) 663-4552
W ridgetopeng.com
SEAL
PROJECT TITLE
GATEWAY
CROSSING PARCEL W1A
NW CORNER OF GREEN
VALLEY RANCH BLVD &
TOWER RD
PREPARED FOR
EVC-WDG
TOWER II, LLC
4201 E YALE AVE,
SUITE 140
DENVER, CO 80222
CITY AND
COUNTY OF
DENVER
PUBLIC WORKS
DEVELOPMENT
ENGINEERING SERVICES
PM PROJECT NO.
2019PM0000456
AMENDMENT TO
PM PROJECT NO.
2018PM0000677
SUBMITTAL
PBG WEST 4TH
AMENDMENT
DRAWN BY:
CHECKED BY:
MRB
PROJECT NO.:
19-064-009
REVISIONS
DATE
01/10/2020
SHEET TITLE
DETAILS
SHEET INFORMATION
R
CONSTRUCTION SET
Know what's below.
C-5.2
Callbefore you dig.
10
Of
10
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
1
A001
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
BUILDING AREA: 2,343 SF
SITE AREA: 0.58 ACRES
PARCEL: W1A
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
VAN
#
1
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
19022
2/17/2020 10:25:53 AM
Project Number:
1 SITE PLAN
SCALE: 1/16" = 1'-0"
SITE PLAN
A000
RE: PLAN FOR DIMENSIONS
EQ
EQ
CONCRETE DOME
PAINT ALL EXPOSED
STEEL, PT-1, TYP
4" DIAMETER STANDARD
STEEL PIPE FILLED WITH
CONCRETE
3' - 6"
6"
HSS 5 X 3 X 3/16, TYP AT TOP RAIL
5' - 6"
CONCRETE PAVING, RE: CIVIL
OWNER
EVC-WDG TOWER II, LLC
3' - 0"
6" 6"
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
12" DIAMETER FOOTING
ARCHITECT
CHORD DESIGN STUDIO, P.C.
HSS 3 X 3 X 3/16, TYP
STANLEY 1010 18" CANE BOLT
(OR EQUAL), DRILL HOLE IN
PAVING FOR BOLT, TYP OF 4
1425 MARKET STREET SUITE 220
DENVER, CO 80202
4"
FIRESTONE UNA-CLAD VR-CLASSIC OMEGA 22 GA
STEEL PANEL WITH KYNAR FINISH (MATCH P-1).
ATTACH TO TOP AND BOTTOM RAIL @ 16" OC,
ATTACH TO DIAGONAL AND VERTICAL RAILS @ 24" OC
HEAVY DUTY CASTERS,
TYP OF 4
t: 303.694.2445
1' - 0"
CIVIL
5
TRASH ENCLOSURE - GATE ELEVATION
4
SCALE: 1/2" = 1'-0"
RIDGETOP ENGINEERING
SECTION DETAIL AT PIPE BOLLARD
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
SCALE: 3/4" = 1'-0"
STRUCTURAL
PORTIS STRUCTURAL DESIGN
4" DIA CONCRETE FILLED STANDARD
STEEL PIPE BOLLARD, TYP
6"
MEP
1/4"
1/4"
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
2' - 0"
FRAME BELOW
STOP BLOCK WELDED
TO STATIONARY 6" PIPE
GIVEN & ASSOCIATES
EQ
8"
STOP BLOCK WELDED TO ROTATING
PORTION OF 8" PIPE. LOCATE TO
ALLOW GATE TO SWING OUT 105°
PLAN VIEW
EQ
TRASH ENCLOSURE WALL
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
TS4 x 3 x 3/16
6" STEEL PIPE FILLED w/ CONCRETE
CUT SECTION OF TS4 x 3 x 3 x 3/16
AT RADIUS TO MATCH 8" PIPE
HINGE
8" DIAMETER
DOUBLE EXTRA
STRONG PIPE
8" DIAMETER DOUBLE STRONG
PIPE NOT WELDED TO 6" PIPE,
FREE TO ROTATE
5' - 10 3/8"
CUT SECTION OF TS4 x 3 x 3 x 3/16
AT RADIUS TO MATCH 8" PIPE HINGE
6" STEEL PIPE FILLED w/ CONCRETE
3 1/2"
TS4 x 3 x 3/16
PRECAST
CONCRETE CAP
1/4"
6"
1/4"
1/4"
ZERK GREASE FITTING, TYP.
1/4"
TYP
TYP
1/4" STEEL END PLATE w/
1/8" HOLES FOR DRAINAGE
ISOLATION JOINT
RE: STRUCTURAL FOR
REINFORCEMENT
SLOPE TO DRAIN (RE: CIVIL)
5
A001
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
8' - 0"
6"
PAVING, RE: CIVIL
3' - 0"
1/4"
1/4"
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
20' - 0"
8" DIAMETER DOUBLE STRONG
PIPE NOT WELDED TO 6" PIPE,
FREE TO ROTATE
CLEAR PENETRATING
SEALER ALL EXPOSED
CMU SURFACES, PAINT
6"
ELEVATION VIEW
ABOVE SLAB
COPYRIGHT: 2019
TYP
5' - 10 3/8"
CEMENTITIOUS
HARDCOAT
STUCCO, PT-1
(4) #5 VERT.
SECTION VIEW
BELOW SLAB
STARBUCKS CORE &
SHELL
CONCRETE CURB,
FOUNDATION AND
SLAB, RE: STRUCTURAL
8"
2/17/2020 10:56:53 AM
6"
18" DIAMETER CONCRETE
FOOTING
8' - 0"
12' - 0"
EQ
6"
A001
EQ
2
8"
2' - 0"
8"
#3 HOOPS AT 18" O.C.
PROVIDE DRILLED HOLES
IN PAVING FOR CANE BOLT
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
Project Number:
SITE DETAILS
1' - 6"
A001
3 TRASH ENCLOSURE - GATE HINGE DETAIL
SCALE: 1 1/2" = 1'-0"
2 TRASH ENCLOSURE - SECTION
SCALE: 3/4" = 1'-0"
1 TRASH ENCLOSURE - PLAN
SCALE: 1/2" = 1'-0"
19022
PAINT ALL STEEL PT-1
20' - 0"
EQ
EQ
EQ
1' - 1"
3X2X.125 HSS TUBE
2X2X.125 HSS TUBE
FRAME, TYP. SPACE
VERTICAL POSTS 4'-0" MAX
1/2"
4"
8' - 0"
2" X 6" WELDED WIRE MESH
1' - 6"
5"
CEMENTITIOUS
HARDCOAT STUCCO
(COLOR TO MATCH PT-1)
1/2"
1/2" THICK STEEL BASEPLATE
EQ
OWNER
5"
EQ
2"
2X2X.125" HSS TUBE FRAME
1/2" HILTI KB-3 EXPANSION
ANCHOR, EA SIDE, WITH 3 1/2"
MIN EMBEDMENT
1/4" STEEL ANGLE FRAME,
WELD TO HSS FRAME
EVC-WDG TOWER II, LLC
1/2" HILTI KB-3 EXPANSION
ANCHOR, EA SIDE, WITH 3
1/2" MIN EMBEDMENT
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
5" X 2" X 1/2" THICK
STEEL BASEPLATE
7
STUCCO CONTROL JOINT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
PATIO RAILING BASEPLATE
6
SCALE: 6" = 1'-0"
PATIO RAILING SECTION
5
SCALE: 1 1/2" = 1'-0"
TRASH ENCLOSURE - ELEVATION
t: 303.694.2445
SCALE: 1/2" = 1'-0"
CIVIL
RIDGETOP ENGINEERING
2' - 2"
2' - 2"
1' - 4"
EQ
PT-2
EQ
4" PAINTED STEEL CAP,
WELD TO STRUCTURAL
HSS TUBE STEEL BEAM
PT-2
STRUCTURAL
HSS TUBE STEEL BEAM,
RE: STRUCTURAL
3
00°
45.
HSS TUBE STEEL COLUMNS,
PAINT TO MATCH STEEL
CAP, RE: STRUCTURAL
PORTIS STRUCTURAL DESIGN
COORDINATE REQUIRED
CLEARANCE WITH SIGN
COMPANY
HSS TUBE STEEL BEAM,
RE: STRUCTURAL
A002
SIGN CABINET BY SIGN COMPANY IN
CORE AND SHELL SCOPE (GC SHALL
INCLUDE IN BUDGET AND COORDINATE
CONSTRUCTION WITH SIGN COMPANY)
4
5X5X1/4 HSS TUBE STEEL,
PAINT TO MATCH STEEL CAP
A002
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
5' - 8"
3' - 8"
HSS TUBE STEEL COLUMN
BEYOND, RE: STRUCTURAL
EQ
SIGN CABINET BY SIGN
COMPANY IN CORE AND SHELL
SCOPE (GC SHALL INCLUDE IN
BUDGET AND COORDINATE
CONSTRUCTION WITH SIGN
COMPANY)
SIGN CABINET BEYOND
EQ
MEP
1' - 4"
EQ
1' - 4"
4" PAINTED STEEL CAP,
WELD TO STRUCTURAL
HSS TUBE STEEL BEAM
2' - 4"
EQ
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
8"
6"
9' - 10"
10"
10"
PRECAST CONCRETE WALL
CAP (COLOR TO BE SELECTED
BY MANUFACTURER'S
STANDARD RANGE) - SLOPE TO
DRAIN
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
3' - 0"
13' - 4"
PRECAST CONCRETE WALL
CAP (COLOR TO BE SELECTED
BY MANUFACTURER'S
STANDARD RANGE) - SLOPE TO
DRAIN
2 MONUMENT SIGN - PLAN
SCALE: 1/2" = 1'-0"
BRICK VENEER TO MATCH MA-1
BUILDING
BRICK VENEER TO MATCH MA-1
BUILDING
4" PAINTED STEEL CAP PT-2
6" X 8" X 16" REINFORCED CMU,
RE: STRUCTURAL
6' - 0"
6" X 8" X 16" REINFORCED CMU,
RE: STRUCTURAL
CONCRETE FOUNDATION,
RE: STRUCTURAL
5X5X1/4 HSS TUBE STEEL,
PAINT TO MATCH STEEL CAP
SIGN CABINET BY SIGN COMPANY IN
CORE AND SHELL SCOPE (GC SHALL
INCLUDE IN BUDGET AND COORDINATE
CONSTRUCTION WITH SIGN COMPANY)
9' - 10"
3' - 0"
PRECAST CONCRETE WALL
CAP (COLOR TO BE SELECTED
BY MANUFACTURER'S
STANDARD RANGE) - SLOPE TO
DRAIN
8' - 0"
STARBUCKS CORE &
SHELL
5' - 8"
2' - 4"
RE: STRUCTURAL
RE: STRUCTURAL
4"
2' - 4"
DATE
27 DEC 2019
STARBUCKS SIGN PANEL
4"
CONCRETE FOUNDATION,
RE: STRUCTURAL
DESCRIPTION
PERMIT SET
12' - 0"
EQ
5' - 8"
CONDUIT FOR SIGN POWER,
RE: ELECTRICAL
STEEL EMBED PLATE,
RE: STRUCTURAL
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
EQ
8' - 0"
COPYRIGHT: 2019
PRECAST CONCRETE WALL
CAP (COLOR TO BE SELECTED
BY MANUFACTURER'S
STANDARD RANGE) - SLOPE TO
DRAIN
EQ
12' - 0"
12' - 0"
HSS TUBE STEEL BEAM,
RE: STRUCTURAL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
BRICK VENEER TO MATCH
BUILDING
MA-1
2/17/2020 10:57:08 AM
4"
Project Number:
RE: STRUCTURAL
CONCRETE FOUNDATION,
RE: STRUCTURAL
RE: STRUCTURAL
SITE DETAILS
13' - 4"
4 MONUMENT SIGN - SECTION
SCALE: 3/4" = 1'-0"
3 MONUMENT SIGN - SECTION
SCALE: 3/4" = 1'-0"
1 MONUMENT SIGN - ELEVATION
SCALE: 1/2" = 1'-0"
A002
19022
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
29' - 3 3/4"
3' - 10"
19' - 1 7/8"
ARCHITECT
2"
6' - 3 7/8"
CHORD DESIGN STUDIO, P.C.
2' - 3 7/8"
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
2"
CIVIL
10' - 0"
10" TYP. @ OVERPOUR
RE: STRUCT
3' - 8 1/8"
16' - 0"
8" TYP. @ FRAMING
RE: STRUCT.
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
3' - 4"
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
2' - 11 7/8"
40' - 0"
PORTIS STRUCTURAL DESIGN
2"
MEP
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
2' - 11 7/8"
71' - 11 3/4"
19' - 4"
25' - 3 3/4"
GIVEN & ASSOCIATES
5' - 4"
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
14' - 8 1/4"
15' - 3 3/4"
3' - 8 1/8"
3' - 11"
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
3' - 8 1/8"
7' - 4"
2"
7"
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
2"
8"
2"
2' - 3 7/8"
12' - 0"
16' - 8"
2"
16' - 7 3/4"
2' - 3 7/8"
5' - 4"
9' - 4"
2/17/2020 10:25:55 AM
11 7/8"
14' - 0"
1' - 8 1/8"
1' - 7 7/8"
12' - 0"
Project Number:
19022
1' - 7 7/8"
17' - 3 3/4"
FOUNDATION PLAN
29' - 3 3/4"
1
FOUNDATION PLAN
SCALE: 3/16" = 1'-0"
A100
38' - 8"
5' - 4"
30' - 0"
3' - 4"
A203
30' - 0"
OWNER
2
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
100C
3' - 4"
3' - 4"
6' - 2"
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PERIMETER SLAB,
RE: STRUCTURAL
40' - 0"
1' - 0"
10' - 8"
RIDGETOP ENGINEERING
3' - 4"
4' - 0"
TYP
PORTIS STRUCTURAL DESIGN
CANOPY DOWNSPOUT
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
1
MEP
1
GIVEN & ASSOCIATES
26' - 0"
21' - 4"
A203
19' - 4"
PREFINISHED SCUPPER AND CONDUCTOR
HEAD W/ 4" DOWNSPOUT AND ADJACENT
OVERFLOW SCUPPER. DOWNSPOUT
CONNECTS TO BELOW GRADE STORM
SEWER LINE, RE: CIVIL, TYP OF 2
t: 303.694.2445
CIVIL
2' - 4"
RTU
1,700 LBS
1425 MARKET STREET SUITE 220
DENVER, CO 80202
16' - 0"
10' - 0"
CHORD DESIGN STUDIO, P.C.
3' - 0 1/2"
11' - 8"
ARCHITECT
ALIGN W/ TRIM @ JAMB
19' - 6"
10' - 7"
11' - 4"
10
A605
1
A252
1/4" / 1'-0"
A202
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
2' - 0"
10' - 8"
3
2' - 0"
2' - 4"
3' - 11"
5' - 4"
3' - 0 1/2"
3' - 4"
7' - 4"
A252
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
3
DESCRIPTION
PERMIT SET
PERMIT SET
DATE
27 DEC 2019
14 FEB 2020
2' - 8"
3' - 4"
5' - 4"
12' - 0"
6' - 8"
17' - 4"
8' - 0"
7"
CANOPY DOWNSPOUT
16' - 8"
12' - 8"
15' - 8"
11' - 6"
2
A604
1
A604
2' - 4"
3
A604
2' - 8"
1' - 0"
A606
2
14' - 0"
9' - 0"
16' - 0"
1
ALIGN W/ TRIM @ JAMB
7' - 3"
7' - 8 1/2"
1' - 10"
2' - 4" 3' - 0 1/2"
11' - 1"
COPYRIGHT: 2019
5' - 0"
RTU
1,700 LBS
3
ALIGN W/ TRIM @ JAMB
5' - 0"
7' - 11"
19' - 8"
100A
1' - 4"
2' - 0"
3' - 4"
1' - 10"
A603
73' - 4"
72' - 8"
5
100B
STARBUCKS CORE &
SHELL
1
A251
9' - 4"
9' - 11"
2/17/2020 10:25:57 AM
ALIGN W/ TRIM @ JAMB
1' - 4"
15' - 4"
1' - 4"
1' - 0 1/2"
1' - 4"
2' - 0"
14' - 0"
2' - 0"
3" X 3" CANOPY DOWNSPOUT,
RE: CIVIL FOR CONTINUATION
AND PLUMBING FOR FLOW
CALCULATIONS, TYP OF 3
30' - 0"
Project Number:
7
A002
SCALE: 3/16" = 1'-0"
19022
2
FLOOR PLAN & ROOF PLAN
A202
2 ROOF PLAN
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
6
A002
1 FLOOR PLAN
SCALE: 3/16" = 1'-0"
A101
OWNER
1' - 4"
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
EQ EQ
1' - 4"
1' - 4"
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
EQ EQ
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
EQ
EQ
EQ EQ
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2019
EQ
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
EQ
EQ
EQ
#
1
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
EQ
EQ
EQ
EQ
2/17/2020 10:25:58 AM
Project Number:
19022
REFLECTED CEILING PLAN
1
REFLECTED CEILING PLAN
SCALE: 3/16" = 1'-0"
A151
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
2/17/2020 10:26:07 AM
Project Number:
19022
BUILDING PERSPECTIVES
A200
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
2/17/2020 10:26:14 AM
Project Number:
19022
BUILDING PERSPECTIVES
A201
EXTERIOR ELEVATION NOTES:
MAXIMUM FENESTRATION CALCULATIONS (IECC C402.4)
1. STOREFRONT GLAZING SPECIFICATIONS:
- ALL STOREFRONT GLAZING - BLACK ANODIZED, U.N.O.
- TEMPER ALL EXTERIOR STOREFRONT GLAZING
- CLEAR LOW-E GLAZING WITH VLT 65% OR GREATER
- MIN GLAZING U-VALUE = 0.38 / MIN SHGC = 0.40
- BASIS OF DESIGN: KAWNEER (4 1/2" DEPTH WITH 2" SIGHT LINE)
EAST ELEVATION
SOLID WALL AREA: 1,705 S.F.
FENESTRATION: 552 S.F.
PERCENTAGE: 32.4%
NORTH ELEVATION
SOLID WALL AREA: 880 S.F.
FENESTRATION: 10 S.F.
PERCENTAGE: 1.1%
SOUTH ELEVATION:
SOLID WALL AREA: 891 S.F.
FENESTRATION: 264 S.F.
PERCENTAGE: 29.6%
WEST ELEVATION:
SOLID WALL AREA: 1,596 S.F.
FENESTRATION: 98 S.F.
PERCENTAGE: 6.1%
32.4 + 1.1 + 29.6 + 6.1 = 69.2/4 =
17.3% TOTAL FENESTRATION
3
FINISHES
2. ALL EXPOSED EXTERIOR STEEL AND HM DOORS TO BE PAINTED PT-1, U.N.O.
3. ALL COPING ON WALL ASSEMBLIES TO MATCH WALL MATERIAL.
MA-1
MASONRY
4. ALL MFC LAP SIDING TO BE HARDIE BOARD ARTISAN SMOOTH FINISH, 5/8" X 7 1/4"
PLANKS (6" EXPOSURE) PREFINISHED TO MATCH SPECIFIED COLOR. BUTT JOINTS
BETWEEN CONSECUTIVE COURSES SHALL BE STAGGERED 24" MINIMUM IN A
PROGRESSIVE STAGGER PATTERN SO THAT JOINTS DO NOT ALIGN WITHIN 5 COURSES
ABOVE & BELOW EACH JOINT.
PT-1
PAINT
MATERIAL
BRICK VENEER
MATERIAL
PRO-INDUSTRIAL ACRYLIC
MANUFACTURER
SUMMIT BRICK OR APPROVED EQUIV.
MANUFACTURER
SHERWIN WILLIAMS
STYLE-COLOR
MODULAR - 75% LIGHT PEWTER & 25% FOSSIL GRAY
STYLE-COLOR
SW 7510 CHATEAU BROWN
NOTE
RUNNING BOND
NOTE
5. ALL EXPOSED PIPING AND CONDUIT SHALL BE PAINTED TO MATCH ADJACENT WALL
MATERIAL.
6. PROVIDE SOLID BLOCKING IN WALL FOR BUILDING MOUNTED FIXTURES AND
SIGNAGE AS REQUIRED.
HD-1
FIBER CEMENT SIDING
PT-2
PAINT
MATERIAL
MFC LAP SIDING
MATERIAL
PRO-INDUSTRIAL ACRYLIC
7. FUTURE SIGNAGE CONDUIT STUB-OUT LOCATIONS TO BE INSTALLED AND SEALED
BY GC. COORDINATE EXACT STUB-OUT LOCATIONS WITH TENANT'S SIGN
CONTRACTOR
MANUFACTURER
JAMES HARDIE
MANUFACTURER
SHERWIN WILLIAMS
STYLE-COLOR
ARTISAN, SMOOTH - SHERWIN WILLIAMS - SW 7510 CHATEAU BROWN
STYLE-COLOR
SW 6990 CAVIAR
8. CONTINUE EXTERIOR CLADDING AT PARAPET RETURNS.
NOTE
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
NOTE
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
1
A251
T.O. PARAPET
125' - 0"
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
MA-1
HD-1
MA-1
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MA-1
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
PT-2
PT-2
CC
DD
PT-2
LEVEL 01
100' - 0"
6
MA-1
A002
2
2
1
A252
A252
SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
T.O. PARAPET
125' - 0"
MA-1
HD-1
MA-1
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
3
DESCRIPTION
PERMIT SET
PERMIT SET
DATE
27 DEC 2019
14 FEB 2020
HD-1
STARBUCKS CORE &
SHELL
PT-2
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
PT-2
2/17/2020 10:26:15 AM
PT-2
Project Number:
PT-2
EE
FF
GG
19022
HH
BUILDING ELEVATIONS
MA-1
MA-1
MA-1
MA-1
LEVEL 01
100' - 0"
3
PT-2
1
EAST ELEVATION
SCALE: 1/4" = 1'-0"
A202
EXTERIOR ELEVATION NOTES:
MAXIMUM FENESTRATION CALCULATIONS (IECC C402.4)
1. STOREFRONT GLAZING SPECIFICATIONS:
- ALL STOREFRONT GLAZING - BLACK ANODIZED, U.N.O.
- TEMPER ALL EXTERIOR STOREFRONT GLAZING
- CLEAR LOW-E GLAZING WITH VLT 65% OR GREATER
- MIN GLAZING U-VALUE = 0.38 / MIN SHGC = 0.40
- BASIS OF DESIGN: KAWNEER (4 1/2" DEPTH WITH 2" SIGHT LINE)
EAST ELEVATION
SOLID WALL AREA: 1,705 S.F.
FENESTRATION: 552 S.F.
PERCENTAGE: 32.4%
NORTH ELEVATION
SOLID WALL AREA: 880 S.F.
FENESTRATION: 10 S.F.
PERCENTAGE: 1.1%
SOUTH ELEVATION:
SOLID WALL AREA: 891 S.F.
FENESTRATION: 264 S.F.
PERCENTAGE: 29.6%
WEST ELEVATION:
SOLID WALL AREA: 1,596 S.F.
FENESTRATION: 98 S.F.
PERCENTAGE: 6.1%
32.4 + 1.1 + 29.6 + 6.1 = 69.2/4 =
17.3% TOTAL FENESTRATION
3
FINISHES
2. ALL EXPOSED EXTERIOR STEEL AND HM DOORS TO BE PAINTED PT-1, U.N.O.
3. ALL COPING ON WALL ASSEMBLIES TO MATCH WALL MATERIAL.
MA-1
4. ALL MFC LAP SIDING TO BE HARDIE BOARD ARTISAN SMOOTH FINISH, 5/8" X 7 1/4"
PLANKS (6" EXPOSURE) PREFINISHED TO MATCH SPECIFIED COLOR. BUTT JOINTS
BETWEEN CONSECUTIVE COURSES SHALL BE STAGGERED 24" MINIMUM IN A
PROGRESSIVE STAGGER PATTERN SO THAT JOINTS DO NOT ALIGN WITHIN 5 COURSES
ABOVE & BELOW EACH JOINT.
MASONRY
PAINT
PT-1
MATERIAL
BRICK VENEER
MATERIAL
PRO-INDUSTRIAL ACRYLIC
MANUFACTURER
SUMMIT BRICK OR APPROVED EQUIV.
MANUFACTURER
SHERWIN WILLIAMS
STYLE-COLOR
MODULAR - 75% LIGHT PEWTER & 25% FOSSIL GRAY
STYLE-COLOR
SW 7510 CHATEAU BROWN
NOTE
RUNNING BOND
NOTE
5. ALL EXPOSED PIPING AND CONDUIT SHALL BE PAINTED TO MATCH ADJACENT WALL
MATERIAL.
6. PROVIDE SOLID BLOCKING IN WALL FOR BUILDING MOUNTED FIXTURES AND
SIGNAGE AS REQUIRED.
HD-1
FIBER CEMENT SIDING
PAINT
PT-2
MATERIAL
MFC LAP SIDING
MATERIAL
PRO-INDUSTRIAL ACRYLIC
7. FUTURE SIGNAGE CONDUIT STUB-OUT LOCATIONS TO BE INSTALLED AND SEALED
BY GC. COORDINATE EXACT STUB-OUT LOCATIONS WITH TENANT'S SIGN
CONTRACTOR
MANUFACTURER
JAMES HARDIE
MANUFACTURER
SHERWIN WILLIAMS
STYLE-COLOR
ARTISAN, SMOOTH - SHERWIN WILLIAMS - SW 7510 CHATEAU BROWN
STYLE-COLOR
SW 6990 CAVIAR
8. CONTINUE EXTERIOR CLADDING AT PARAPET RETURNS.
NOTE
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
NOTE
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
1
7
A605
A251
CIVIL
T.O. PARAPET
125' - 0"
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MA-1
HD-1
MA-1
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
JJ
3
MA-1
COPYRIGHT: 2019
LEVEL 01
100' - 0"
PT-2
PT-1
2 NORTH ELEVATION
SCALE: 1/4" = 1'-0"
T.O. PARAPET
125' - 0"
1
2
A252
A252
HD-1
PT-2
2/17/2020 10:26:16 AM
DESCRIPTION
PERMIT SET
PERMIT SET
DATE
27 DEC 2019
14 FEB 2020
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
11' - 4"
PT-2
AA
#
1
3
STARBUCKS CORE &
SHELL
HD-1
MA-1
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
BB
Project Number:
19022
BUILDING ELEVATIONS
MA-1
MA-1
LEVEL 01
100' - 0"
PT-2
1 WEST ELEVATION
SCALE: 1/4" = 1'-0"
A203
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
1
2
A252
A252
COPYRIGHT: 2019
1
A301
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
T.O. PARAPET
125' - 0"
2
A301
#
1
2
DESCRIPTION
PERMIT SET
PERMIT SET
DATE
27 DEC 2019
07 FEB 2020
STARBUCKS CORE &
SHELL
GROUNDWATER FOUND
AT 32.0 FEET BELOW
EXISTING GRADE (5353.0)
ALL FOOTINGS TO BE
INSTALLED 3'-0" BELOW
FINISH GRADE
Project Number:
LEVEL 01
100' - 0"
3' - 0"
2/17/2020 10:26:17 AM
2
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
100'-0" = 5385.0
1
LONGITUDINAL SECTION
SCALE: 1/4" = 1'-0"
2
19022
BUILDING SECTIONS
A251
1
A251
5
A603
T.O. PARAPET
125' - 0"
2
A302
1
A302
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
2
2
RIDGETOP ENGINEERING
GROUNDWATER FOUND
AT 32.0 FEET BELOW
EXISTING GRADE (5353.0)
ALL FOOTINGS TO BE
INSTALLED 3'-0" BELOW
FINISH GRADE
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
3' - 0"
3' - 0"
LEVEL 01
100' - 0"
STRUCTURAL
PORTIS STRUCTURAL DESIGN
100'-0" = 5385.0
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
2
MEP
GIVEN & ASSOCIATES
2
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
TRANSVERSE SECTION - DRIVE THROUGH
SCALE: 1/4" = 1'-0"
3
A301
1
A251
COPYRIGHT: 2019
T.O. PARAPET
125' - 0"
2
A301
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
SIM
WOOD KICKER,
RE: STRUCTURAL
#
1
2
DASH INDICATES
BOTTOM OF
MASONRY AT
ROOF LEVEL
DESCRIPTION
PERMIT SET
PERMIT SET
DATE
27 DEC 2019
07 FEB 2020
WOOD KICKER,
RE: STRUCTURAL
STARBUCKS CORE &
SHELL
2
2
GROUNDWATER FOUND
AT 32.0 FEET BELOW
EXISTING GRADE (5353.0)
ALL FOOTINGS TO BE
INSTALLED 3'-0" BELOW
FINISH GRADE
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
3' - 0"
3' - 0"
2/17/2020 10:26:18 AM
LEVEL 01
100' - 0"
100'-0" = 5385.0
Project Number:
19022
2
BUILDING SECTIONS
1 TRANSVERSE SECTION - ENTRY
SCALE: 1/4" = 1'-0"
A252
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
5
A601
1425 MARKET STREET SUITE 220
DENVER, CO 80202
T.O. PARAPET
125' - 0"
t: 303.694.2445
CIVIL
2
A601
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
4
A601
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2019
1
A602
1
A602
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
3
A601
STARBUCKS CORE &
SHELL
1
A601
1
A601
LEVEL 01
100' - 0"
LEVEL 01
100' - 0"
LEVEL 01
100' - 0"
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
2/17/2020 10:26:19 AM
Project Number:
WALL SECTIONS
3 WALL SECTION - STOREFRONT AT BRICK - HIGH
SCALE: 1/2" = 1'-0"
2 WALL SECTION - SIDING OVER BRICK
SCALE: 1/2" = 1'-0"
1 WALL SECTION - STOREFRONT AT BRICK - LOW
SCALE: 1/2" = 1'-0"
A301
19022
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
2
A601
SIM
4
A601
STRUCTURAL
PORTIS STRUCTURAL DESIGN
8"MIN.
121' - 8"
SIM
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
LINE OF ROOFING
TRANSITION ON NORTH
AND SOUTH WING WALLS
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
2
A602
3
A602
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
2
A603
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
1
A603
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
1
A601
3
A601
LEVEL 01
100' - 0"
LEVEL 01
100' - 0"
2/17/2020 10:26:20 AM
Project Number:
WALL SECTIONS
A302
2 WALL SECTION - DRIVE-THROUGH
SCALE: 1/2" = 1'-0"
1 WALL SECTION - STOREFRONT AT SIDING
SCALE: 1/2" = 1'-0"
19022
WINDOW NOTES:
DOOR SCHEDULE
DOOR
NUMBER
FIRE
RATING
TYPE
WIDTH
100A
100B
100C
-
A
B
C
6' - 0"
3' - 0"
3' - 6"
DOOR
HEIGHT MATERIAL
8' - 0"
8' - 0"
7' - 0"
AL
AL
HM
FRAME
MATERIAL
FINISH
FINISH
AN
AN
PT-1
AL
AL
HM
01
02
03
STOREFRONT SPECIFICATIONS:
A.
FINISH: BLACK ANODIZED, U.N.O.
B.
TEMPER ALL EXTERIOR STOREFRONT GLAZING
T
C.
CLEAR LOW-E GLAZING WITH VLT 65% OR GREATER
D.
REFER TO CODE ANALYSIS FOR IECC COMPLIANCE REQUIREMENTS
FOR FENESTRATIONS.
E.
BASIS OF DESIGN: KAWNEER TRIFAB 451T VERAGLAZE (4 1/2" DEPTH
WITH 2" SIGHT LINE)
NOTES
PAINT TO MATCH ADJACENT WALL
4"
2.
3.
4.
RE: SCHEDULE
5.
6.
ALL DOORS TO PROVIDE 32" MIN CLEAR OPENING WHEN OPENED TO 90 DEGREE POSITION
U.N.O.
SEE SCHEDULE FOR FINISH INFORMATION.
SWINGING EXTERIOR DOORS: HM = 16 GA.
EXTERIOR DOOR LOCK TO HAVE 1" BOLT PROTECTION (IF APPLICABLE) ONE MOTION,
LEVER HANDLE, DEADBOLT FUNCTION REQUIRED
SOLID STEEL CYLINDER GUARD/APPROVED ESCUTCHEON REQUIRED.
NON-REMOVABLE EXTERIOR HINGE PINS (NRP) REQUIRED ON OUTSWINGING DOORS.
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
10"
10"
A
MEDIUM STILE
ALUMINUM ENTRANCE
DOORS BY
STOREFRONT
MANUFACTURER
1.
RE: SCHEDULE
RE: SCHEDULE
RE: SCHEDULE
RE: SCHEDULE
RE: SCHEDULE
2 1/2"
TYP
DOOR NOTES
2 1/2"
TYP
DOOR TYPES
AN
AN
PT-1
HARDWARE
SET
B
C
MEDIUM STILE
ALUMINUM ENTRANCE
DOOR BY STOREFRONT
MANUFACTURER
HOLLOW METAL
FRAME WITH HOLLOW
METAL DOOR
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
HARDWARE SETS
t: 303.694.2445
HARDWARE NOTES
CIVIL
SET 01: EXTERIOR DOUBLE STOREFRONT DOORS - (KAWNEER 350)
1 RIM CYLINDER
2 PULLS
6 BUTT HINGES (4 1/2" X 4")
1 ASTRAGAL
2 EXIT DEVICES
2 SURFACE CLOSERS
2 OVERHEAD STOPS
1 THRESHOLD
2 WEATHER STRIPPING
2 DOOR SWEEPS
1.
C953
9266
300 SERIES
STANDARD
24-C SERIES
SC-80
100S
195
STANDARD
STANDARD
FALCON
IVES
KAWNEER
KAWNEER
FALCON
FALCON
GLYNN JOHNSON
PEMKO
KAWNEER
KAWNEER
613
630
------622
622
---D
-------
FALCON
IVES
KAWNEER
FALCON
FALCON
GLYNN JOHNSON
PEMKO
KAWNEER
KAWNEER
613
630
---622
622
---D
-------
2.
3.
3
C953
9266
300 SERIES
24-C SERIES
SC-80
100S
195
STANDARD
STANDARD
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
GC TO VERIFY HARDWARE FUNCTION AND KEYING REQUIREMENTS
WITH OWNER PRIOR TO ORDERING
SET 02: EXTERIOR SINGLE STOREFRONT DOORS - (KAWNEER 350)
1 RIM CYLINDER
1 PULLS
3 BUTT HINGES (4 1/2" X 4")
1 EXIT DEVICE
1 SURFACE CLOSER
1 OVERHEAD STOPS
1 THRESHOLD
1 WEATHER STRIPPING
1 DOOR SWEEPS
RIDGETOP ENGINEERING
THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER
THAN FIRE DOORS, SHALL NOT EXCEED 5 POUNDS (22 N).
DOOR HANDLES, PULL, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS
REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR
TWISTING OF THE WRIST TO OPERATE.
THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2 INCH IN HEIGHT ABOVE THE FINISHED
FLOOR. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 1/4 INCH AT
DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN
TWO UNITS HORIZONTAL (50-PERCENT SLOPE).
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
SET 03: EXTERIOR SERVICE DOOR - (42" WIDE DOOR)
3 BUTT HINGES
1 7-PIN CORE COMBINATED "A" KEYWAY
1 DOOR ALARM EXIT DEVICE
1 CLOSER
1 KICKPLATE 10x40
1 RAIN DRIP
1 WEATHER STRIP
1 SWEEP
1 DOOR SPY
1 DOOR BELL
1 STOP W/HOOK
1 THRESHOLD
FBB191 5x4.5NP
C607
I/O 2000L-031C
8916 AF89P
K1050 B4E
16A 46"
137NA 17.5' 42x84
C607A - 42"
DS-6
MCV309NWHGL
473
325 HALF SADDLE
STANLEY
FALCON
SUR-LOCK
DORMA
ROCKWOOD
NATIONAL GUARD
NATIONAL GUARD
NATIONAL GUARD
SECURITY PRODUCTS
NUTONE
ROCKWOOD
NATIONAL GUARD
630
626
--689
630
A
A
A
SILVER
10' - 0"
EQ
19' - 4"
EQ
6' - 3"
EQ
7' - 4"
EQ
EQ
EQ
EQ
EQ
-----
COPYRIGHT: 2019
11' - 4"
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
8' - 1"
11' - 4"
8' - 1"
8' - 1"
4' - 8"
11' - 4"
2' - 0"
#
1
3
3
DESCRIPTION
PERMIT SET
PERMIT SET
DATE
27 DEC 2019
14 FEB 2020
3
JJ WINDOW TYPE
HH WINDOW TYPE
SCALE: 1/4" = 1'-0"
12' - 0"
4' - 0"
4' - 0"
GG WINDOW TYPE
SCALE: 1/4" = 1'-0"
14' - 0"
EQ
4' - 0"
9' - 4"
EQ
FF WINDOW TYPE
SCALE: 1/4" = 1'-0"
4' - 8"
SCALE: 1/4" = 1'-0"
6' - 8"
4' - 8"
3' - 4"
STARBUCKS CORE &
SHELL
3' - 4"
1' - 4"
ALIGN TOP OF MULLION
WITH TOP OF ADJACENT
DRIVE-THRU WINDOW
3' - 8"
4' - 11"
3' - 4"
3' - 0" AFF
11' - 4"
4' - 0"
READY ACCESS 275
SERVICE WINDOW w/
AA300 PASS-THRU AIR
CURTAIN
8' - 1"
11' - 4"
8' - 1"
8' - 1"
2/17/2020 10:26:21 AM
11' - 4"
8' - 0"
5' - 0"
EE
WINDOW TYPE
SCALE: 1/4" = 1'-0"
DD
WINDOW TYPE
SCALE: 1/4" = 1'-0"
CC
WINDOW TYPE
SCALE: 1/4" = 1'-0"
BB
WINDOW TYPE
SCALE: 1/4" = 1'-0"
AA
WINDOW TYPE
SCALE: 1/4" = 1'-0"
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
Project Number:
19022
DOOR AND WINDOW
SCHEDULES
A501
11 3/8"
SECURE ROOF SIDE OF COPING W/
EXPOSED GASKETED FASTENERS
IECC REQUIREMENTS
7 1/4"
SLOPED 20 GA PREFINISHED METAL
COPING W/ DRIP EDGE
4 1/8"
11 3/4"
1. REFER TO MATERIAL SPECIFICATIONS (G SHEETS) FOR
INSULATION AND AIR BARRIER TYPES AND TO THE CODE SUMMARY
FOR R-VALUE REQUIREMENTS
4 1/2"
CONTINUOUS SOLID BLOCKING,
SLOPE TOWARD ROOF
2. THE AIR BARRIER SHALL BE CONTINUOUS FOR ALL ASSEMBLIES
THAT ARE THE THERMAL ENVELOPE OF THE BUILDING AND ACROSS
THE JOINTS AND ASSEMBLIES.
121' - 8"
3. AIR BARRIER JOINTS AND SEAMS SHALL BE SEALED, INCLUDING
SEALING TRANSITIONS IN PLACES AND CHANGES IN MATERIALS. THE
JOINTS AND SEALS SHALL BE SECURELY INSTALLED IN OR ON THE
JOINT FOR ITS ENTIRE LENGTH SO AS NOT TO DISLODGE, LOOSEN
OR OTHERWISE IMPAIR ITS ABILITY TO RESIST POSITIVE AND
NEGATIVE PRESSURE FROM WIND, STACK EFFECT AND MECHANICAL
VENTILATION.
CONTINUOUS CLEAT: NO
EXPOSED FASTENERS ON
OUTSIDE FACE OF PARAPET
CONTINUOUS CLEAT: NO EXPOSED
FASTENERS ON OUTSIDE FACE OF PARAPET
SLOPED 20 GA PREFINISHED METAL
COPING W/ DRIP EDGE
SEALANT, TYP. BOTH SIDES
SECURE ROOF SIDE OF COPING W/
EXPOSED GASKETED FASTENERS
FULLY ADHERED ROOF MEMBRANE
ON 5/8" PLYWOOD SHEATHING,
CONTINUE OVER TOP OF PARAPET
FLUID APPLIED MOISTURE BARRIER,
CONTINUE BEHIND MESH BACKWRAP
OVER TOP OF PARAPET
FULLY ADHERED ROOF MEMBRANE
ON 5/8" PLYWOOD SHEATHING,
CONTINUE OVER TOP OF PARAPET
SEALANT, TYP. BOTH SIDES
HARDI TRIM BOARD, SEAL
PERIMETER
4. PENETRATIONS OF THE AIR BARRIER SHALL BE CAULKED,
GASKETED OR OTHERWISE SEALED IN A MANNER COMPATIBLE WITH
THE CONSTRUCTION MATERIALS AND LOCATION. JOINTS AND SEALS
ASSOCIATED WITH PENETRATIONS SHALL BE SEALED IN THE SAME
MANNER OR TAPED OR COVERED WITH MOISTURE VAPORPERMEABLE WRAPPING MATERIAL. SEALING MATERIALS SHALL BE
APPROPRIATE TO THE CONSTRUCTION MATERIALS BEING SEALED
AND SHALL BE SECURELY INSTALLED AROUND THE PENETRATION
SO AS NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR THE
PENETRATIONS’ ABILITY TO RESIST POSITIVE AND NEGATIVE
PRESSURE FROM WIND, STACK EFFECT AND MECHANICAL
VENTILATION. SEALING OF CONCEALED FIRE SPRINKLERS, WHERE
REQUIRED, SHALL BE IN A MANNER THAT IS RECOMMENDED BY THE
MANUFACTURER. CAULKING OR OTHER ADHESIVE SEALANTS SHALL
NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER COVER
PLATES AND WALLS OR CEILINGS.
CONTINUOUS SOLID BLOCKING, SLOPE
TOWARD ROOF
123' - 0"
7 1/4"
FULLY ADHERED ROOF MEMBRANE OVER
COVER BOARD, OVER RIGID INSULATION,
OVER PLYWOOD DECK
3/4" PLYWOOD SHEATHING,
RE: STRUCTURAL
2" BOARD INSULATION, RE: CODE STUDY
SHEET FOR R-VALUE REQUIREMENTS
FULLY ADHERED ROOF MEMBRANE
OVER COVER BOARD, OVER RIGID
INSULATION, OVER PLYWOOD
DECK
MA-1, RE: ELEVATIONS NOTES
PLACE 2X8 FOR INSULATION STOP
BETWEEN EACH STUD AT ROOF LINE
PLACE 2X8 FOR INSULATION STOP
BETWEEN EACH STUD AT ROOF LINE
LAP MOISTURE BARRIER OVER
PARAPET AND UNDER ROOF
MEMBRANE
WOOD FRAMING, RE: STRUCTURAL
1 1/2" BOARD INSULATION,
RE: CODE STUDY SHEET FOR
R-VALUE REQUIREMENTS
5. RECESSED LIGHTING FIXTURES SHALL COMPLY WITH SECTION
C402.5.8. WHERE SIMILAR OBJECTS ARE INSTALLED THAT
PENETRATE THE AIR BARRIER, PROVISIONS SHALL BE MADE TO
MAINTAIN THE INTEGRITY OF THE AIR BARRIER.
6. THE ABOVE NOTES APPLY TO ALL DETAILS
SLOPED 20 GA PREFINISHED METAL
COPING W/ DRIP EDGE
CONTINUOUS SOLID BLOCKING, SLOPE
TOWARD ROOF
T.O. PARAPET
125' - 0"
STEEL BEAM OCCURS AT SOUTH WALL
ONLY, OTHER LOCATIONS ROOF BEARS
ON WOOD LEDGER; RE: STRUCTURAL
1425 MARKET STREET SUITE 220
DENVER, CO 80202
HARDIE TRIM BOARD AT
JAMB BEYOND
WOOD TRUSS BRACE, RE: STRUCTURAL
t: 303.694.2445
WOOD TRUSS, RE: STRUCTURAL
CIVIL
3/4" PLYWOOD SHEATHING, RE: STRUCTURAL
BATT INSULATION, RE: CODE
STUDY SHEET FOR R-VALUE
REQUIREMENTS
ATTACHMENT PER CANOPY MANUFACTURER
3/4" VERTICAL WOOD FURRING
STRIPS
7 1/4"
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
PORTIS STRUCTURAL DESIGN
MOISTURE BARRIER, LAP OVER
DRIP EDGE BELOW
BATT INSULATION, RE: CODE STUDY SHEET
FOR R-VALUE REQUIREMENTS
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
4
SECTION DETAIL - PARAPET SIDING
SCALE: 1 1/2" = 1'-0"
2
SECTION DETAIL - PARAPET BRICK
GIVEN & ASSOCIATES
SCALE: 1 1/2" = 1'-0"
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
4
A603
FULLY ADHERED ROOF MEMBRANE
ON 5/8" PLYWOOD SHEATHING,
CONTINUE OVER TOP OF PARAPET
4 1/8"
RIDGETOP ENGINEERING
STRUCTURAL
INTERIOR SHEATHING BY TENANT
SEALANT, TYP. BOTH SIDES
11 3/8"
CHORD DESIGN STUDIO, P.C.
WOOD FRAMING,
RE: STRUCTURAL
CONTINUOUS CLEAT: NO EXPOSED
FASTENERS ON OUTSIDE FACE OF PARAPET
FLUID APPLIED MOISTURE BARRIER,
CONTINUE BEHIND MESH BACKWRAP
OVER THE TOP OF THE PARAPET
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
HARDIE LAP SIDING,
RE: SPEC.
SECURE ROOF SIDE OF COPING W/
EXPOSED GASKETED FASTENERS
EVC-WDG TOWER II, LLC
MASONRY VENEER ADHESIVE
WOOD LEGER AND TRUSS BRACE,
RE: STRUCTURAL
3
OWNER
103' - 4"
FULLY ADHERED ROOF MEMBRANE,
WRAP OVER TOP OF PARAPET
WOOD FRAMING, RE: STRUCTURAL
MASONRY VENEER ADHESIVE
PLYWOOD SHEATHING,
RE: STRUCTURAL
MA-1, RE: ELEVATIONS NOTES
COPYRIGHT: 2019
BATT INSULATION, RE: CODE STUDY SHEET
FOR R-VALUE REQUIREMENTS
PARAPET BRACE, RE: STRUCTURAL
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
2" BOARD INSULATION, RE: CODE STUDY
SHEET FOR R-VALUE REQUIREMENTS
3
A603
COVER BOARD, OVER RIGID
INSULATION, OVER PLYWOOD
DECK.
FLUID APPLIED MOISTURE BARRIER,
CONTINUE BEHIND MESH BACKWRAP
AND FLASHING ABOVE
#
1
3
INTERIOR SHEATHING BY TENANT
DESCRIPTION
PERMIT SET
PERMIT SET
DATE
27 DEC 2019
14 FEB 2020
2" BOARD INSULATION, RE: CODE STUDY
SHEET FOR R-VALUE REQUIREMENTS
PLACE 2X8 FOR INSULATION STOP
BETWEEN EACH STUD AT ROOF LINE
ALUMINUM STOREFRONT SYSTEM,
RE: ELEVATION NOTES
MA-1, RE: ELEVATIONS NOTES
CONCRETE SLAB ON GRADE ON
WATER BARRIER, ON COMPACTED
FILL PER THE GEOTECHNICAL
REPORT, RE: STRUCTURAL
2 1/8"
MASONRY VENEER ADHESIVE
LEVEL 01
100' - 0"
LEVEL 01
100' - 0"
COMPRESSIBLE FILLER AND
SEALANT, RE: CITY STANDARD
DRAWING ON CIVIL DETAIL
SHEET
3/4" PLYWOOD SHEATHING, RE: STRUCTURAL
WOOD FRAMING, RE: STRUCTURAL
CONCRETE FOOTING AND
FOUNDATION WALL, RE: STRUCTURAL
10"
CONCRETE FOOTING AND
FOUNDATION WALL, RE: STRUCTURAL
WOOD TRUSS, RE: STRUCTURAL
RE: STRUCTURAL
BOARD INSULATION, RE: CODE STUDY
SHEET FOR R-VALUE REQUIREMENTS
BOARD INSULATION, RE: CODE STUDY
SHEET FOR R-VALUE REQUIREMENTS
WOOD LEGER AND TRUSS BRACE,
RE: STRUCTURAL
2/17/2020 10:26:23 AM
ATTACHMENT PER CANOPY MANUFACTURER
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
Project Number:
SECTION DETAILS
BATT INSULATION, RE: CODE STUDY SHEET
FOR R-VALUE REQUIREMENTS
INTERIOR SHEATHING BY TENANT
A601
5 SECTION DETAIL - PARAPET BRICK HIGH
SCALE: 1 1/2" = 1'-0"
3 SECTION DETAIL - FOUNDATION AT CURB
SCALE: 1 1/2" = 1'-0"
1 SECTION DETAIL - FOUNDATION AT STOREFRONT
SCALE: 1 1/2" = 1'-0"
19022
11 3/8"
7 1/4"
4 1/8"
ATTACHMENT PER CANOPY
MANUFACTURER
WOOD FRAMING, RE: STRUCTURAL
MA-1, RE: ELEVATIONS NOTES
MASONRY VENEER ADHESIVE
MASONRY VENEER ADHESIVE
FLUID APPLIED MOISTURE BARRIER,
CONTINUE BEHIND MESH BACKWRAP AND
OVER FLASHING BELOW
BATT INSULATION, RE: CODE STUDY
SHEET FOR R-VALUE REQUIREMENTS
BATT INSULATION, RE: CODE STUDY
SHEET FOR R-VALUE REQUIREMENTS
2" BOARD INSULATION, RE: CODE STUDY
SHEET FOR R-VALUE REQUIREMENTS
FLUID APPLIED MOISTURE BARRIER,
CONTINUE BEHIND MESH BACKWRAP
MESH BACKWRAP
PROVIDE 1/4" CLEAR WEEP TUBES
@ 12" O.C. IN GROUT JOINT
112' - 2"
SLOPED PREFINISHED METAL DRIP EDGE SET IN
SEALANT, LAP BEHIND MOISTURE BARRIER.
PROVIDE 4" END DAMS W/ CONTINUOUS SEALANT
4
A602
SIM OPP
OWNER
MA-1, RE: ELEVATIONS NOTES
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
MESH BACKWRAP
PREFINISHED BRAKE METAL INFILL FOR WIDTH OF
CANOPY. ALIGN FACE OF BRAKE METAL W/ FACE OF
BRICK. FINISH TO MATCH CANOPY
SLOPED PREFINISHED METAL DRIP EDGE
SET IN SEALANT, LAP BEHIND MOISTURE
BARRIER. PROVIDE 4" END DAMS W/
CONTINUOUS SEALANT
HIGH TEMP FLEXIBLE FLASHING MOISTURE BARRIER
BEHIND BRAKE METAL. CONTINUE INTO WINDOW HEAD AND
BEHIND FLASHING ABOVE
ARCHITECT
CHORD DESIGN STUDIO, P.C.
HIGH TEMP FLEXIBLE FLASHING MOISTURE
BARRIER BEHIND BRAKE METAL. CONTINUE
INTO WINDOW HEAD AND BEHIND FLASHING
ABOVE
WOOD HEADER, RE: STRUCT.
2X10 WOOD BLOCKING
2" BOARD INSULATION, RE: CODE
STUDY SHEET FOR R-VALUE
REQUIREMENTS
111' - 4"
1/2" PLYWOOD SHEATHING
SEALANT, TYP. BOTH SIDES
PREMANUFACTURED CANOPY
ALUMINUM STOREFRONT SYSTEM,
RE: ELEVATION NOTES
1425 MARKET STREET SUITE 220
DENVER, CO 80202
PREFINISHED BRAKE METAL INFILL FOR
WIDTH OF CANOPY. ALIGN FACE OF BRAKE
METAL W/ FACE OF BRICK. FINISH TO MATCH
CANOPY
t: 303.694.2445
FLUID APPLIED MOISTURE BARRIER,
CONTINUE BEHIND FLEXIBLE FLASHING
ABOVE
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
CIVIL
RIDGETOP ENGINEERING
2"
STRUCTURAL
INTERIOR SHEATHING BY TENANT
PORTIS STRUCTURAL DESIGN
4
ENLARGED SECTION DETAIL - CANOPY
2
SCALE: 3" = 1'-0"
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
SECTION DETAIL - CANOPY AT DRIVE-THROUGH
SCALE: 1 1/2" = 1'-0"
11 3/4"
7 1/4"
MEP
4 1/2"
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
INTERIOR SHEATHING BY
TENANT
11 3/8"
3/4" PLYWOOD SHEATHING,
RE: STRUCTURAL
7 1/4"
4 1/8"
1 1/2" BOARD INSULATION,
RE: CODE STUDY SHEET FOR
R-VALUE REQUIREMENTS
WOOD FRAMING,
RE: STRUCTURAL
HARDIE TRIM BOARD AT
JAMB BEYOND
HARDIE LAP SIDING,
RE: SPEC.
COPYRIGHT: 2019
BATT INSULATION, RE: CODE
STUDY SHEET FOR R-VALUE
REQUIREMENTS
MESH BACKWRAP
3/4" VERTICAL WOOD FURRING
STRIPS
MA-1, RE: ELEVATIONS NOTES
MOISTURE BARRIER, LAP OVER
DRIP EDGE BELOW
6" TYP.
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
MASONRY VENEER ADHESIVE
BLOCKING AS REQUIRED
#
1
BATT INSULATION, RE: CODE STUDY
SHEET FOR R-VALUE REQUIREMENTS
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
SEALANT, TYP. BOTH SIDES
FLEXIBLE FLASHING OVER
MOISTURE BARRIER
FLUID APPLIED MOISTURE BARRIER,
CONTINUE BEHIND MESH BACKWRAP
AND OVER FLASHING BELOW
6"
3/8"
4 7/8"
1 1/2"
20 GA, 3" X 3" GALVANIZED ANGLE
2" BOARD INSULATION, RE: CODE STUDY
SHEET FOR R-VALUE REQUIREMENTS
4
A602
2"
3/4" PLYWOOD SHEATHING, RE: STRUCTURAL
135
.00
°
3/4" HARDIE TRIM BOARD, SEAL
PERIMETER
6"
SLOPED PREFINISHED METAL DRIP
EDGE SET IN SEALANT. PROVIDE 4"
END DAMS W/ CONTINUOUS SEALANT
TY
P.
4'
-
2
PREMANUFACTURED CANOPY
1/
4"
STARBUCKS CORE &
SHELL
PRE-FABRICATED SHUTTER STYLE
CANOPY. 2"X2" VERTICAL AND
KICKER, 1"X3" ON PERIMETER AND
SLOPE SURFACE
FASTEN INTO VERTICAL HARDIE
BOARD TRIM AT JAMB BEYOND
111' - 4"
ALUMINUM STOREFRONT SYSTEM,
RE: ELEVATION NOTES
2/17/2020 10:26:24 AM
60
Project Number:
.00
°
SEALANT, TYP. BOTH SIDES
108' - 0"
2 1/8"
3 SECTION DETAIL - AWNING AT STOREFRONT
1 SECTION DETAIL - CANOPY AT ENTRY
SCALE: 1 1/2" = 1'-0"
SECTION DETAILS
INTERIOR SHEATHING BY TENANT
ALUMINUM STOREFRONT SYSTEM,
RE: ELEVATION NOTES
SCALE: 1 1/2" = 1'-0"
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
A602
19022
11 3/8"
4 1/8"
7 1/4"
11 3/4"
MESH BACKWRAP
4 1/2"
7 1/4"
BATT INSULATION, RE: CODE STUDY
SHEET FOR R-VALUE REQUIREMENTS
2" BOARD INSULATION, RE: CODE STUDY
SHEET FOR R-VALUE REQUIREMENTS
1 1/4" MIN.
HARDIE TRIM BOARD AT JAMB BEYOND
MA-1, RE: ELEVATIONS NOTES
MOISTURE BARRIER, LAP OVER DRIP
EDGE BELOW
MASONRY VENEER ADHESIVE
HARDIE LAP SIDING, RE: SPEC.
WOOD FRAMING, RE: STRUCTURAL
3/4" VERTICAL WOOD FURRING STRIPS
6" TYP.
1 1/2" BOARD INSULATION, RE: CODE
STUDY SHEET FOR R-VALUE
REQUIREMENTS
3/8"
SLOPED PREFINISHED METAL DRIP EDGE
SET IN SEALANT. PROVIDE 4" END DAMS
W/ CONTINUOUS SEALANT
HARDIE TRIM BOARD, SEAL PERIMETER
1 1/2"
103' - 4"
FLUID APPLIED MOISTURE BARRIER,
CONTINUE BEHIND MESH BACKWRAP AND
OVER FLASHING BELOW
20 GA, 3" X 3" GALVANIZED ANGLE
1 1/4"D SILL CUT FROM SOLID MA-1 UNIT,
RE: ELEVATIONS NOTES
SLOPED 20 GA PREFINISHED METAL
COPING W/ DRIP EDGE
1:12
CONTINUOUS SOLID BLOCKING, SLOPE
TOWARD ROOF
T.O. PARAPET
125' - 0"
SECURE ROOF SIDE OF COPING W/
EXPOSED GASKETED FASTENERS
INTERIOR SHEATHING BY TENANT
HIGH TEMP FLEXIBLE FLASHING
MOISTURE BARRIER BEHIND BRAKE
METAL. CONTINUE INTO WINDOW HEAD
AND BEHIND FLASHING ABOVE
SEALANT, TYP. BOTH SIDES
FULLY ADHERED ROOF MEMBRANE
ON 3/4" PLYWOOD SHEATHING,
CONTINUE OVER TOP OF PARAPET
MASONRY VENEER ADHESIVE
WOOD BLOCKING
MA-1, RE: ELEVATIONS NOTES
SEALANT, TYP. ALL SIDES
FLUID APPLIED MOISTURE
BARRIER, EXTEND BEHIND DRIP
EDGE ABOVE
MA-1, RE: ELEVATIONS NOTES
MASONRY VENEER ADHESIVE
2" BOARD INSULATION, RE: CODE
STUDY SHEET FOR R-VALUE
REQUIREMENTS
4 1/8"
7 1/4"
BATT INSULATION, RE: CODE
STUDY SHEET FOR R-VALUE
REQUIREMENTS
PARAPET BRACE, RE: STRUCTURAL
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
READY ACCESS 275 SERVICE
WINDOW AND AIR CURTAIN,
MATCH STOREFRONT FRAMING
11 3/8"
4 ENLARGED SECTION DETAIL - SIDING/BRICK TRANSITION
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
SCALE: 3" = 1'-0"
MESH BACKWRAP AND DRAINEDGE
11 3/8"
TOP OF PARAPET BEYOND
7 1/4"
CHORD DESIGN STUDIO, P.C.
MEP
FULLY ADHERED ROOF MEMBRANE,
WRAP OVER TOP OF PARAPET
PLYWOOD SHEATHING,
RE: STRUCTURAL
ARCHITECT
108' - 0"
3/4" PLYWOOD SHEATHING, RE: STRUCTURAL
FLUID APPLIED MOISTURE BARRIER,
CONTINUE BEHIND MESH BACKWRAP
OVER THE TOP OF THE PARAPET
PROVIDE 1/4" CLEAR WEEP TUBES
@ 12" O.C. IN GROUT JOINT
PREFINISHED BRAKE METAL INFILL
FOR WIDTH OF AIR CURTAIN. ALIGN
FACE OF BRAKE METAL W/ FACE OF
BRICK. FINISH TO MATCH CANOPY
WOOD FRAMING, RE: STRUCTURAL
CONTINUOUS CLEAT: NO EXPOSED
FASTENERS ON OUTSIDE FACE OF PARAPET
WOOD HEADER, RE: STRUCTURAL
108' - 2 3/4"
2" BOARD INSULATION, RE: CODE STUDY
SHEET FOR R-VALUE REQUIREMENTS
3/4"
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
SLOPED PREFINISHED METAL DRIP EDGE
SET IN SEALANT, LAP BEHIND MOISTURE
BARRIER. PROVIDE 4" END DAMS W/
CONTINUOUS SEALANT
INTERIOR SHEATHING BY TENANT
OWNER
11 3/8"
4 1/8"
4 1/8"
7 1/4"
3/4" PLYWOOD SHEATHING, RE: STRUCTURAL
2 ENLARGED SECTION DETAIL - WINDOW HEAD
INTERIOR SHEATHING BY TENANT
SCALE: 3" = 1'-0"
MA-1, RE: ELEVATIONS NOTES
COVER BOARD, OVER RIGID
INSULATION, OVER PLYWOOD
DECK.
FULLY ADHERED ROOF MEMBRANE OVER COVER BOARD,
OVER RIGID INSULATION, OVER PLYWOOD DECK. WRAP
ROOFING MEMBRANE BEHIND FLASHING ABOVE
FLUID APPLIED MOISTURE BARRIER,
CONTINUE BEHIND MESH BACKWRAP
AND OVER DRAINEDGE BELOW
STAINLESS STEEL SHELF
1' - 1"
SEALANT, TYP. BOTH SIDES
3/4" PLYWOOD SHEATHING, RE: STRUCTURAL
BATT INSULATION, RE: CODE STUDY
SHEET FOR R-VALUE REQUIREMENTS
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
FLEXIBLE FLASHING OVER MOISTURE
BARRIER
103' - 0"
WOOD FRAMING, RE: STRUCTURAL
WEEP SCREED
2"
VENTILATED DRAINEDGE
READY ACCESS 275 SERVICE WINDOW AND AIR
CURTAIN, MATCH STOREFRONT FRAMING
1 3/4"
WEEP SCREED
2" BOARD INSULATION, RE: CODE STUDY
SHEET FOR R-VALUE REQUIREMENTS
STAINLESS STEEL BENT PLATE, EXTEND
UNDER SILL AND OVERLAP STAINLESS STEEL
SHELF. SET IN CONTINUOUS BED OF SEALANT
20 GA, 3" X 3" GALVANIZED ANGLE
MESH BACKWRAP AND DRAINEDGE
VENTILATED DRAINEDGE
6"
120' - 10 3/4"
+/- 2 5/8" (2" MIN. @ PAVING / 4" MIN. @ GRADE)
MASONRY VENEER ADHESIVE
T.O. BRICK 102' - 8"
1 1/4"D SILL CUT FROM SOLID MA-1 UNIT,
RE: ELEVATIONS NOTES
3/4"
6 1/2"
WOOD FRAMING, RE: STRUCTURAL
LEVEL 01
100' - 0"
BATT INSULATION, RE: CODE STUDY SHEET
FOR R-VALUE REQUIREMENTS
CONCRETE SLAB ON GRADE ON
WATER BARRIER, ON COMPACTED
FILL PER THE GEOTECHNICAL
REPORT, RE: STRUCTURAL
WOOD FRAMING, RE: STRUCTURAL
8"
3/4" PLYWOOD SHEATHING, RE: STRUCTURAL
FLUID APPLIED MOISTURE BARRIER, EXTEND
BEHIND ANGLE AND FLEXIBLE FLASHING ABOVE
INTERIOR SHEATHING BY TENANT
COMPRESSIBLE FILLER AND
SEALANT, RE: CITY STANDARD
DRAWING ON CIVIL DETAIL
SHEET
MESH BACKWRAP
MASONRY VENEER ADHESIVE
TRUSS / PARAPET BRACE, RE:
STRUCTURAL
STARBUCKS CORE &
SHELL
RE: STRUCTURAL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
MA-1, RE: ELEVATIONS NOTES
BOARD INSULATION, RE:
CODE STUDY SHEET FOR RVALUE REQUIREMENTS
2/17/2020 10:26:25 AM
WOOD TRUSS, RE: STRUCTURAL
2" BOARD INSULATION, RE: CODE STUDY
SHEET FOR R-VALUE REQUIREMENTS
4 1/8"
7 1/4"
11 3/8"
5 ENLARGED SECTION DETAIL - ROOF / BRICK TRANSITION
SCALE: 1 1/2" = 1'-0"
3 ENLARGED SECTION DETAIL - CURB
SCALE: 3" = 1'-0"
1 ENLARGED SECTION DETAIL - WINDOW SILL
SCALE: 3" = 1'-0"
Project Number:
SECTION DETAILS
A603
19022
8 1/2"
1' - 6 7/8"
STEEL TUBE, RE: STRUCTURAL
WOOD FRAMING, RE: STRUCTURAL
3/4" PLYWOOD SHEATHING, RE:
STRUCTURAL
INTERIOR SHEATHING BY TENANT
BATT INSULATION, RE: CODE STUDY
SHEET FOR R-VALUE REQUIREMENTS
SEALANT, TYP. BOTH SIDES
7 1/4"
DASH INDICATES BASEPLATE BELOW
STEEL COLUMN, RE: STRUCTURAL
WOOD BLOCKING
11 3/4"
ALUMINUM STOREFRONT SYSTEM,
RE: ELEVATION NOTES
WOOD FRAMING, RE:
STRUCTURAL
8 1/2"
2"
SEALANT, TYP. BOTH SIDES
11 3/8"
FLEXIBLE FLASHING, LAP OVER
MOISTURE BARRIER
ARCHITECT
4 1/8"
HARDIE LAP SIDING, RE: SPEC.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
2"
1 1/2" BOARD INSULATION, RE:
CODE STUDY SHEET FOR R-VALUE
REQUIREMENTS
CHORD DESIGN STUDIO, P.C.
2 1/8"
4 1/8"
11 3/8"
1 1/2" HARDIE TRIM BOARD,
SEAL PERIMETER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
7 1/4"
2 1/2"
4 1/2"
OWNER
ALUMINUM STOREFRONT SYSTEM,
RE: ELEVATION NOTES
t: 303.694.2445
MOISTURE BARRIER, WRAP INTO
JAMB BEHIND FLEXIBLE FLASHING
CIVIL
MA-1, RE: ELEVATIONS NOTES
3/4" WOOD VERTICAL FURRING
STRIPS
FLEXIBLE FLASHING, LAP OVER
MOISTURE BARRIER
MASONRY ADHESIVE
FLUID APPLIED MOISTURE
BARRIER, CONTINUE BEHIND
MESH BACKWRAP AND FLEXIBLE
FLASHING AT JAMB
MESH BACKWRAP
MA-1 CORNER UNITS, RE:
ELEVATION NOTES
2" BOARD INSULATION, RE: CODE STUDY
SHEET FOR R-VALUE REQUIREMENTS
2' - 0"
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
3 PLAN DETAIL - MATERIAL TRANSITION CORNER
PORTIS STRUCTURAL DESIGN
SCALE: 3" = 1'-0"
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
11 3/8"
7 1/4"
2"
GIVEN & ASSOCIATES
2 1/8"
ALUMINUM STOREFRONT SYSTEM,
RE: ELEVATION NOTES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
11 3/4"
2 1/2"
2"
7 1/4"
SEALANT, TYP. BOTH SIDES
MA-1 CORNER UNITS, RE: ELEVATION NOTES
WOOD FRAMING, RE:
STRUCTURAL
ALUMINUM STOREFRONT
SYSTEM,
RE: ELEVATION NOTES
FLEXIBLE FLASHING, LAP OVER
MOISTURE BARRIER
FLUID APPLIED MOISTURE BARRIER,
CONTINUE BEHIND MESH BACKWRAP
AND FLEXIBLE FLASHING
SEALANT, TYP. BOTH SIDES
LINE OF BRICK SILL BELOW
1 1/2" HARDIE TRIM BOARD,
SEAL PERIMETER
2" BOARD INSULATION, RE: CODE STUDY
SHEET FOR R-VALUE REQUIREMENTS
BATT INSULATION, RE:
CODE STUDY SHEET
FOR R-VALUE
REQUIREMENTS
FLEXIBLE FLASHING, LAP OVER
MOISTURE BARRIER
1' - 0 5/8"
DASH INDICATES
BASEPLATE BELOW
DATE
27 DEC 2019
3/4" PLYWOOD SHEATHING, RE:
STRUCTURAL
INTERIOR SHEATHING
BY TENANT
WOOD FRAMING, RE:
STRUCTURAL
DESCRIPTION
PERMIT SET
2' - 8"
BATT INSULATION, RE: CODE
STUDY SHEET FOR R-VALUE
REQUIREMENTS
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
HARDIE LAP SIDING, RE: SPEC.
INTERIOR SHEATHING BY TENANT
COPYRIGHT: 2019
WOOD BLOCKING
MESH BACKWRAP
8 1/2"
3/4" WOOD VERTICAL
FURRING STRIPS
3/4" PLYWOOD SHEATHING,
RE: STRUCTURAL
WOOD BLOCKING
WOOD FRAMING, RE: STRUCTURAL
STEEL TUBE, RE: STRUCTURAL
SEALANT, TYP. BOTH SIDES
MASONRY ADHESIVE
SEALANT, TYP. BOTH SIDES
ALUMINUM STOREFRONT SYSTEM,
RE: ELEVATION NOTES
ALUMINUM STOREFRONT SYSTEM,
RE: ELEVATION NOTES
MA-1, RE: ELEVATIONS NOTES
4 5/8"
7 1/4"
7 1/4"
1 1/2" BOARD INSULATION, RE:
CODE STUDY SHEET FOR R-VALUE
REQUIREMENTS
1 3/4"
MOISTURE BARRIER,
WRAP BEHIND FLEXIBLE
FLASHING AT JAMB
DASH INDICATES BASEPLATE BELOW
FLEXIBLE FLASHING OVER MOISTURE BARRIER
2/17/2020 10:26:25 AM
1 1/2" HARDIE TRIM BOARD, SEAL PERIMETER
MOISTURE BARRIER, WRAP INTO JAMB, TYP.
BLOCKING AS REQUIRED
2
PLAN DETAIL - WINDOW JAMB AT SIDING
SCALE: 3" = 1'-0"
2"
MA-1 CORNER UNITS, RE: ELEVATION NOTES
2 1/8"
2 1/2"
1 1/2" HARDIE TRIM BOARD,
SEAL PERIMETER
4 1/2"
2"
BLOCKING AS REQUIRED
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
Project Number:
FLEXIBLE FLASHING, LAP OVER
MOISTURE BARRIER
STEEL TUBE, RE: STRUCTURAL
3" X 3" PREFINISHED METAL DOWNSPOUT, RE: CIVIL FOR
CONTINUATION AND PLUMBING FOR FLOW CALCULATIONS,
TYP OF 3
MA-1 CORNER UNITS, RE:
ELEVATION NOTES
PLAN DETAILS
2' - 0"
1
PLAN DETAIL - WINDOW JAMB AT BRICK
SCALE: 3" = 1'-0"
A604
19022
3' - 6" MIN.
8
9
A605
A605
STEEL PLATFORM
121' - 8"
PRE-FINISHED
METAL COPING, RE:
SECTION DETAILS
FOR TYP COPING
DETAIL
3" MIN. ABOVE ROOFING
STEEL PLATFORM
PRE-FINISHED
METAL COPING
7" MIN.
TYP
1' - 0"
LOCKED SECURITY
PANEL FOR ROOF
LADDER ACCESS
7" MIN.
7" MIN.
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
1'-6" MIN. CLEAR
ARCHITECT
EXTERIOR WALL
ASSEMBLY
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
EXTERIOR WALL
ASSEMBLY, RE:
SECTION DETAILS
STEEL WALL
BRACKET BY
LADDER MFR
t: 303.694.2445
PLAN AT ROOF LADDER
LOCKED HINGED
SECURITY PANEL
FOR ROOF ACCESS
LADDER
9
SCALE: 3/4" = 1'-0"
+/- 25' - 9"
10
SECTION DETAIL AT ROOF LADDER
SCALE: 3/4" = 1'-0"
PORTIS STRUCTURAL DESIGN
GASKET
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
MEP
GALV. SCREWS AT 8" O.C. MAX
IN 5/4" x 4" FIRE TREATED
WOOD NAILER
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
GASKETED FASTENER AT 12" O.C. MAX
NOTES:
1. PIPE SURFACE MUST BE FREE OF ALL
RUST, GREASE, INSULATION, ETC.
2. PIPE MUST BE FULLY ANCHORED
3. FOLLOW ALL ROOFING MFR.
INSTRUCTIONS AND RECOMMENDATIONS
14" MIN.
14 GA GALV. SHEET METAL COUNTERFLASHING w/ DRIP EDGE, 4" FACE
TPO MEMBRANE ADHERED w/ BONDING
ADHESIVE PER MFR.
4' - 0"
RIDGETOP ENGINEERING
STRUCTURAL
CONTINUOUS BEAD OF SEALANT
PER ROOFING MFR.
3/4" MIN DIAMETER
RUNGS CAPABLE OF
WITHSTANDING 300
LB LOAD
CIVIL
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
RTU CURB OR MOUNTED
EXHAUST FAN
LOCKED HINGED
SECURITY PANEL FOR
ROOF ACCESS LADDER
EXTERIOR WALL
ASSEMBLY, RE:
SECTION DETAILS
2X BLOCKING AT
EACH LADDER
WALL BRACKET,
RE: LADDER
MANUFACTURER'S
REQUIREMENTS
PRE-FABRICATED GALV. CURB
RIGID INSULATION
CONT. BEAD OF SEALANT OVER SCREWS
AT 12" O.C. AND AT EDGE OF CURB FLANGE
CONT. SEALANT PER TPO MFR.
TYPICAL LAP SPLICE
2"
S. STL. CLAMPING RING
FIELD FABRICATED METAL HOOD
PRE-MOLDED TPO PIPE FLASHING
TREATED WOOD NAILERS EQUAL
HEIGHT OF ROOF INSULATION AND
COVER BOARD
TYPICAL LAP SPLICE
2"
FILL GAP w/
FOAM SEALANT
COPYRIGHT: 2019
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
WOOD FRAMING, RE: STRUCT.
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
NOTES:
1. INSTALL COUNTER-FLASHING AND RECEIVER BEFORE
SETTING UNIT
2. NO PENETRATION OF CURB SIDEWALL ALLOWED
7
8
ROOF LADDER ELEVATION
SCALE: 1/2" = 1'-0"
6
TYPICAL ROOF CURB
5
SCALE: 3" = 1'-0"
TYPICAL ROOF PENETRATION
SCALE: 3" = 1'-0"
ROOF LADDER SECTION
SCALE: 1/2" = 1'-0"
WALL ASSEMBLY PER PLAN
TPO MEMBRANE OVER BONDING
ADHESIVE OVER SUBSTRATE. CONTINUE
MEMBRANE UP AND OVER PARAPET
STARBUCKS CORE &
SHELL
6"
1 1/2" DIA. COMPRESSIBLE TUBE
COMPRESSIBLE INSULATION w/
RETAINER
FASTENER AND 2" SEAM PLATE
AT 12" O.C.
TYPICAL LAPPED SPLICE
PIPE
2"
2"
MIN
MIN
4X4 WOOD PIPE / EQUIP.
SUPPORT, RE: PLUMB.
2"
TPO PROTECTION LAYER
SLOPE
FULLY ADHERED TPO ROOF
MEMBRANE
MECHANICAL ANCHOR
LAPPED ROOFING MEMBRANE
1/2" HIGH DENSITY POLYISO
COVERBOARD
2" CONTINUOUS WELD
FULLY ADHERED RIGID
INSULATION (R-30)
VARIES
2/17/2020 10:26:27 AM
SLOPE
4 TYPICAL ROOF EXPANSION
SCALE: 3" = 1'-0"
3 TYPICAL EQUIPMENT SUPPORT
SCALE: 3" = 1'-0"
2 TYPICAL LAP SPLICE
SCALE: 3" = 1'-0"
1 TYPICAL TPO ROOF SYSTEM
SCALE: 3" = 1'-0"
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
Project Number:
ROOF DETAILS
A605
19022
OWNER
EVC-WDG TOWER II, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CONTINUOUS CLEAT: NO EXPOSED
FASTENERS ON OUTSIDE FACE OF
PARAPET
CONTINUOUS SOLID BLOCKING, SLOPE
TOWARD ROOF
CONTINUOUS SOLID BLOCKING, SLOPE
TOWARD ROOF
SLOPED 20 GA PREFINISHED METAL
COPING W/ DRIP EDGE
SLOPED 20 GA PREFINISHED METAL
COPING W/ DRIP EDGE
SECURE ROOF SIDE OF COPING W/
EXPOSED GASKETED FASTENERS
CONTINUOUS CLEAT: NO EXPOSED
FASTENERS ON OUTSIDE FACE OF
PARAPET
SECURE ROOF SIDE OF COPING W/
EXPOSED GASKETED FASTENERS
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
SEALANT, TYP. BOTH SIDES
HARDIE TRIM BOARD,
SEAL PERIMETER
SEALANT, TYP. BOTH SIDES
HARDIE TRIM BOARD,
SEAL PERIMETER
FULLY ADHERED ROOF MEMBRANE
ON 5/8" PLYWOOD SHEATHING,
CONTINUE OVER TOP OF PARAPET
FULLY ADHERED ROOF MEMBRANE
ON 5/8" PLYWOOD SHEATHING,
CONTINUE OVER TOP OF PARAPET
LAP MOISTURE BARRIER OVER TOP OF
PARAPET AND SCUPPER FLANGE BELOW
LAP MOISTURE BARRIER OVER TOP OF
PARAPET AND SCUPPER FLANGE BELOW
3/4" PLYWOOD SHEATHING, RE:
STRUCTURAL
3/4" PLYWOOD SHEATHING, RE:
STRUCTURAL
WOOD FRAMING, RE: STRUCTURAL
WOOD FRAMING, RE: STRUCTURAL
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
HARDIE BOARD WALL ASSEMBLY,
RE: SECTION DETAILS
HARDIE BOARD WALL ASSEMBLY,
RE: SECTION DETAILS
11 3/4"
11 3/4"
4 1/2"
1001 BANNOCK STREET, SUITE 441
DENVER, CO 80204
t: 720.501.4900
7 1/4"
4 1/2"
7 1/4"
COPYRIGHT: 2019
SEAM EDGE, TYP. ALL SIDES
SLOPED PREFINISHED METAL
DRIP EDGE, LAP BEHIND
MOISTURE BARRIER
4" H X 6" W
REINFORCED MEMBRANE
FLASHING, TYP. ALL SIDES
PREFINISHED SHEET METAL
SCUPPER W/ DRIP EDGE,
MATCH COPING. SCUPPER
REFER TO APPLICABLE SMACNA
(LATEST EDITION) DETAILS
RE: ROOF PLAN FOR SIZE
SEAM EDGE, TYP. ALL SIDES
1 1/2" HARDIE TRIM BOARD,
SEAL PERIMETER
EXTEND PREFINISHED FLASHING
TO THE INSIDE OF THE PARAPET
SLOPED PREFINISHED METAL
DRIP EDGE, LAP BEHIND
MOISTURE BARRIER
REINFORCED MEMBRANE
FLASHING, TYP. ALL SIDES
4" H X 6" W
EXTEND PREFINISHED FLASHING
TO THE INSIDE OF THE PARAPET
TPO FLASHING WITH TPO PRIMER
PREFINISHED SHEET METAL
SCUPPER W/ DRIP EDGE,
MATCH COPING. SCUPPER
REFER TO APPLICABLE SMACNA
(LATEST EDITION) DETAILS
RE: ROOF PLAN FOR SIZE
SHEET METAL CONDUCTOR
HEAD, REFER TO APPLICABLE
SMACNA (LATEST EDITION)
DETAILS
8" H X 8" W X 6"D
1 1/2" HARDIE TRIM BOARD,
SEAL PERIMETER
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
TPO FLASHING WITH TPO PRIMER
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
4"
2/17/2020 10:26:27 AM
Project Number:
ROOF DETAILS
2
SECTION DETAIL AT SCUPPER - OVERFLOW
SCALE: 3" = 1'-0"
1
SECTION DETAIL AT SCUPPER
SCALE: 3" = 1'-0"
A606
19022
1
1
1
1
1
1
12/27/2019
OWNER
EVC-WDG TOWER, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
”
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1515 WYNKOOP STREET SUITE 360
DENVER, CO 80202
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2018
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
19022
8/16/2019 3:41:51 PM
Project Number:
GIVEN
& ASSOCIATES INC
735 S. Xenon Ct. #201
Lakewood, Colorado 80228
Ph: 303.716.1270
Fax: 303.716.1272
www.givenandassociates.com
Project # 19134
MECHANICAL SPECS,
LEGEND & SCHEDULES
M001
12/27/2019
OWNER
EVC-WDG TOWER, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1515 WYNKOOP STREET SUITE 360
DENVER, CO 80202
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2018
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
19022
8/16/2019 3:41:51 PM
Project Number:
GIVEN
& ASSOCIATES INC
735 S. Xenon Ct. #201
Lakewood, Colorado 80228
Ph: 303.716.1270
Fax: 303.716.1272
www.givenandassociates.com
Project # 19134
FIRST AND ROOF FLOOR
PLANS MECHANICAL
M101
12/27/2019
OWNER
EVC-WDG TOWER, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1515 WYNKOOP STREET SUITE 360
DENVER, CO 80202
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2018
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
8/16/2019 3:41:51 PM
Project Number:
GIVEN
MECHANICAL COM CHECK
& ASSOCIATES INC
735 S. Xenon Ct. #201
Lakewood, Colorado 80228
Ph: 303.716.1270
Fax: 303.716.1272
www.givenandassociates.com
Project # 19134
19022
M600
12/27/2019
OWNER
EVC-WDG TOWER, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
”
”
”
…
“
“
”
“
”
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
”
“
STRUCTURAL
”
PORTIS STRUCTURAL DESIGN
1515 WYNKOOP STREET SUITE 360
DENVER, CO 80202
t: 720.501.4900
”
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2018
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
19022
8/16/2019 3:41:51 PM
Project Number:
GIVEN
& ASSOCIATES INC
735 S. Xenon Ct. #201
Lakewood, Colorado 80228
Ph: 303.716.1270
Fax: 303.716.1272
www.givenandassociates.com
Project # 19134
PLUMBING SPECS
SCHEDULES & LEGEND
P001
02-07-2020
OWNER
EVC-WDG TOWER, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1515 WYNKOOP STREET SUITE 360
DENVER, CO 80202
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2018
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
2
DESCRIPTION
PERMIT SET
DATE
07 FEB 2020
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
19022
8/16/2019 3:41:51 PM
Project Number:
GIVEN
& ASSOCIATES INC
FIRST FLOOR PLUMBING
PLANS
MECHANICAL & ELECTRICAL ENGINEERS
735 S. Xenon Ct. #201
Lakewood, Colorado 80228
Ph: 303.716.1270
Fax: 303.716.1272
www.givenandassociates.com
Project # 19134
P101
12/27/2019
OWNER
EVC-WDG TOWER, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1515 WYNKOOP STREET SUITE 360
DENVER, CO 80202
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2018
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
19022
8/16/2019 3:41:51 PM
Project Number:
GIVEN
ROOF PLUMBING PLAN
& ASSOCIATES INC
735 S. Xenon Ct. #201
Lakewood, Colorado 80228
Ph: 303.716.1270
Fax: 303.716.1272
www.givenandassociates.com
Project # 19134
P102
12/27/2019
OWNER
EVC-WDG TOWER, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1515 WYNKOOP STREET SUITE 360
DENVER, CO 80202
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2018
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
19022
8/16/2019 3:41:51 PM
Project Number:
GIVEN
PLUMBING ISOMETRICS
& ASSOCIATES INC
735 S. Xenon Ct. #201
Lakewood, Colorado 80228
Ph: 303.716.1270
Fax: 303.716.1272
www.givenandassociates.com
Project # 19134
P400
02-07-2020
OWNER
EVC-WDG TOWER, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1515 WYNKOOP STREET SUITE 360
DENVER, CO 80202
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2018
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
2
DESCRIPTION
PERMIT SET
DATE
07 FEB 2020
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
19022
8/16/2019 3:41:51 PM
Project Number:
GIVEN
PLUMBING DETAILS
& ASSOCIATES INC
MECHANICAL & ELECTRICAL ENGINEERS
735 S. Xenon Ct. #201
Lakewood, Colorado 80228
Ph: 303.716.1270
Fax: 303.716.1272
www.givenandassociates.com
Project # 19134
P500
12/27/2019
OWNER
EVC-WDG TOWER, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1515 WYNKOOP STREET SUITE 360
DENVER, CO 80202
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2018
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
19022
8/16/2019 3:41:51 PM
Project Number:
GIVEN
& ASSOCIATES INC
735 S. Xenon Ct. #201
Lakewood, Colorado 80228
Ph: 303.716.1270
Fax: 303.716.1272
www.givenandassociates.com
Project # 19134
ELECTRICAL SPECS
LEGEND ONE-LINE
E001
12/27/2019
OWNER
EVC-WDG TOWER, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1515 WYNKOOP STREET SUITE 360
DENVER, CO 80202
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2018
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
19022
8/16/2019 3:41:51 PM
Project Number:
GIVEN
ELECTRICAL SITE PLAN
& ASSOCIATES INC
735 S. Xenon Ct. #201
Lakewood, Colorado 80228
Ph: 303.716.1270
Fax: 303.716.1272
www.givenandassociates.com
Project # 19134
E002
12/27/2019
OWNER
EVC-WDG TOWER, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1515 WYNKOOP STREET SUITE 360
DENVER, CO 80202
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2018
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
19022
8/16/2019 3:41:51 PM
Project Number:
GIVEN
& ASSOCIATES INC
735 S. Xenon Ct. #201
Lakewood, Colorado 80228
Ph: 303.716.1270
Fax: 303.716.1272
www.givenandassociates.com
Project # 19134
FIRST FLOOR ELECTRICAL
PLANS
E101
12/27/2019
OWNER
EVC-WDG TOWER, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1515 WYNKOOP STREET SUITE 360
DENVER, CO 80202
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2018
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
DESCRIPTION
PERMIT SET
DATE
27 DEC 2019
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
19022
8/16/2019 3:41:51 PM
Project Number:
GIVEN
& ASSOCIATES INC
735 S. Xenon Ct. #201
Lakewood, Colorado 80228
Ph: 303.716.1270
Fax: 303.716.1272
www.givenandassociates.com
Project # 19134
ELECTRICAL PANEL
SCHEDULES
E600
02/14/2020
OWNER
EVC-WDG TOWER, LLC
3501 SW FAIRLAWN RD, SUITE 200
TOPEKA, KS 66614
t: 785.272.1398
ARCHITECT
CHORD DESIGN STUDIO, P.C.
1425 MARKET STREET SUITE 220
DENVER, CO 80202
t: 303.694.2445
CIVIL
RIDGETOP ENGINEERING
541 E GARDEN DR UNIT N
WINDSOR, CO 80550
t: 970.663.4552
STRUCTURAL
PORTIS STRUCTURAL DESIGN
1515 WYNKOOP STREET SUITE 360
DENVER, CO 80202
t: 720.501.4900
MEP
GIVEN & ASSOCIATES
735 SOUTH XENON COURT
LAKEWOOD, CO 80228
t: 303.716.1270
COPYRIGHT: 2018
THIS DOCUMENT AND THE DESIGNS
INCORPORATED HEREIN CAN ONLY BE USED FOR
THIS PROJECT. NO OTHER USE OF THIS
DOCUMENT OR THE DESIGNS, IN WHOLE OR PART,
ARE PERMITTED WITHOUT THE WRITTEN
AUTHORIZATION OF CHORD DESIGN STUDIO, P.C.
#
1
2
3
DESCRIPTION
PERMIT SET
PERMIT SET
PERMIT SET
DATE
27 DEC 2019
07 FEB 2020
14 FEB 2020
STARBUCKS CORE &
SHELL
18201 GREEN VALLEY RANCH BLVD
DENVER, CO 80249
19022
8/16/2019 3:41:51 PM
Project Number:
GIVEN
& ASSOCIATES INC
735 S. Xenon Ct. #201
Lakewood, Colorado 80228
Ph: 303.716.1270
Fax: 303.716.1272
www.givenandassociates.com
Project # 19134
ELECTRICAL ENERGY
COMPLIANCE
E700