HomeMy WebLinkAboutChange Order.415 E Hyman Ave.0078.2017.ACBKDESIGN CORPS
ALIUS
DESIGN CORPS
ALIUS
ASPEN, CO415 E. HYMAN AVE.MTE
1616
ISSUE
PROJECT No:
DRAWN BY:
DRAWING SET
COPYRIGHT 2017 ALIUS DESIGN
CORPS LLC. ALL RIGHTS RESERVED
TITLE SHEET
1.1
01/10/2017SCHEMATIC DESIGN
02/15/2017PERMIT SET
415 E. HYMAN AVE.
ALIUS DESIGN CORPS. | ASPEN, CO 81611
Received
3/3/17
0013.207.ACBK
White River Holdings
415 E Hyman
273718216101
Provide an asbestos abatement clearance
report.
FIRE
SPRINKLERS
REQUIRED
DESIGN CORPS
ALIUS
DESIGN CORPS
ALIUS
ASPEN, CO415 E. HYMAN AVE.MTE
1616
ISSUE
PROJECT No:
DRAWN BY:
DRAWING SET
COPYRIGHT 2017 ALIUS DESIGN
CORPS LLC. ALL RIGHTS RESERVED
PROJECT
INFORMATION
1.2
01/10/2017SCHEMATIC DESIGN
02/15/2017PERMIT SET
1. The Contract Documents include: (1) general notes; (2) architectural, mechanical, and structural drawings. All additional specifications, details, drawings,
clarifications, or changes shall automatically become part of the Contract Documents. Any discrepancy between any components of any of the drawings shall
be reported to the Architect immediately for clarification.
2. Alius Design Corps, LLC, shall not be liable in any way for problems which arise from failure, by any third party or any party to this Contract, to follow the
design plans. The Contractor shall obtain and/or request guidance of Alius Design Corp., with respect to any errors, omissions, inconsistencies, or conflicts or
unclear information which may be discovered or alleged.
3. The Plans and Specifications are the intellectual and other property of the Architect and shall not beused without the permission of same.
4. All work shall comply with all state and local codes, ordinances, rules, regulations and laws of building officials or authorities having jurisdiction. All work shall
be performed to the highest standards or craftsmanship by all tradesman. Alius Design Corps, LLC., shall not be responsible for overseeing third party work,
nor shall Alius Design Corps, LLC., be liable for any errors or omissions of third parties who perform work on the Project.
5. The Contract Documents represent the finished structure. They do not indicate the method of construction. The Contractor shall provide all measures
necessary to protect the structure during construction. Observation visits to the site by the Structural Engineer or Architect shall not include inspection of the
____________, nor will the architect or structural engineer be responsible for the contractor's means, methods, techniques, sequences for procedure of
construction, or the safety precautions and the techniques, sequences for procedure of construction, or any safety precautions. The Contractor and not the
Architect shall be responsible for all Federal and OSHA regulations.
6. THE DRAWINGS ARE NOT TO BE SCALED. Written dimensions must be used. In the event of a discrepancy in dimensions, the Architect should be timely
notified for clarification. All dimensions on the drawings shall be verified against the existing conditions. All dimensions are to rough framing or face of
concrete unless noted otherwise.
7. The Construction Documents are intended to include all labor, materials, equipment, and services required to complete all work described herein. It is the
responsibility of the Contractor to bring to the attention of the Architect any conditions which will not permit construction according to these Construction
Documents.
8. The Building Inspector shall be notified by the Contractor if there is need of an inspection as required by the I.R.C., or by any local code or ordinance.
9. LOT STAKED: The Contractor shall arrange for the building to be located and staked after demolition or site clearing, to be approved by the Architect. The
Contractor shall review the lot staking and verify, to the best of his ability, its accuracy. The Contractor shall also check the grade where it meets the building
to evaluate the consistency with the drawings during excavation. All work to be done by a certified surveyor.
10. RECORD DRAWINGS: Contractor shall maintain a complete set of blue/black-line prints of contract drawings and shop drawings for record mark-up purposes
throughout the Contract time. Mark-up drawings during course of the work shall show changes and actual installation conditions, sufficient to form a complete
record for Owner's purposes.
11. SOILS AND CONCRETE: The General Contractor shall arrange for a visual site inspection at the completion of excavation by a soils engineer, and the
required concrete testing prior to any foundation work.
12. Property lines, utilities and topography shown is representative of information taken from a survey. Contractor shall notify Architect of any discrepancy or
variation between the Drawings and actual site conditions.
ABREVIATIONS
A.F.F. ABOVE FINISH FLOOR
ADJ. ADJUSTABLE
ALT. ALTERNATE
A.B. ANCHOR BOLTS
& AND
ARCH. ARCHITECTURAL
@ AT
BM. BEAM
BM. PKT. BEAM POCKET
BRG. BEARING
BLK’G. BLOCKING
BOT. BOTTOM
BLDG. BUILDING
B.O. BY OWNER
CLG. CEILING
CL. CENTER LINE
CLR. CLEAR
COL. COLUMN
CONC. CONCRETE
CONN. CONNECTION
CONT. CONTINUOUS
DTL. DETAILS
DWL. DOWEL
E.W. EACH WAY
ELEV. ELEVATION
EXISTG EXISTING
EXT. EXTERIOR
FLR. FLOOR
FTG. FOOTING
FND. FOUNDATION
GA. GAUGE
G.L. GLU-LAM
G.W.B. GYPSUM WALL BOARD
HORIZ. HORIZONTAL
INFO. INFORMATION
INSUL. INSULATION
JST. JOIST
N.I.C. NOT IN CONTRACT
O.C. ON CENTER
OPP. OPPOSITE
PERF. PERFORATED
PL. PLATE
PLY. PLYWOOD
PROP. LINE PROPERTY LINE
REINF. REINFORCEMENT
REQ. REQUIRED
REV. REVISED
SIM. SIMILAR
S.F. SQUARE FEET
STD. STANDARD
THK. THICK
T.P. TOP OF PLATE
T.L. TOP OF LEDGE
T.W. TOP OF WALL
TOT. TOTAL
TYP. TYPICAL
U.N.O. UNLESS NOTED UTHERWISE
V.I.F. VERIFY IN FIELD
033
LBB
CLIENT
RossMore Enterprises
605 E. Main Street Suite 7
Aspen, CO 81611
ARCHITECT
Alius Design Corps, LLC
1331 East Sopris Creek Rd.
Basalt, CO 81611
719.331.9211
michael@aliusdc.com
GENERAL CONTRACTOR
Gary M. Johnson
GENERAL RENOVATION NOTES
1.0 All existing conditions must be verified by the contractor in the field. Unknown and varied conditions may be found. Notify the structural engineer and/or architect of any
structural or architectural conditions found to vary from that indicated from the drawings. Design revisions may be required, and are to be expected as a process of remodel
work.
2.0 All new work, details, surfaces, or finishes shall match adjacent existing surfaces unless noted or directed otherwise by the owner or interior designer. Contractor to verify with
architect any conflict between existing and new conditions.
3.0 All electrical modifications and/or additions to be as directed by owner/lighting designer during construction. Contractor/lighting designer to verify electrical capacity and review
new designs or alterations with architect, prior to implementation.
4.0 All interior electrical fixtures, plumbing fixtures and trim, cabinet design, and other finishes to be at the directive of the owner or interior designer unless noted otherwise in the
drawings. Contractor to provide all necessary prep work for installation of any materials as required.
5.0 Structural engineering – if any modifications to the existing structural system are deemed necessary beyond these shown in the drawings, all existing conditions are to be verified
in the field by a registered structural engineer before proceeding. The architect will not be responsible for any structural modifications not verified or approved by a structural
engineer.
6.0 Contractor will verify and coordinate all openings through floors, ceilings, and walls with all architectural, structural, mechanical, plumbing, and electrical design and
construction.
ARCHITECTURAL
1.1 TITLE SHEET
1.2 PROJECT INFORMATION
1.3 UNIT BUILDING RELATIONSHIP
1.4 FLOOR AREA CALCS / COM CHECK
3.1 1/4” FLOOR PLANS
3.2 1/4” FLOOR PLANS
3.3 1/4” FLOOR PLANS
7.1 1 ½” FLOOR ASSEMBLIES AND DETAILS
8.1 INTERIOR ELEVATIONS
PROJECT INFORMATION
OCCUPANCY CLASSIFICATION ........................................................................................................................................... BUSINESS (B)
MAX OCCUPANCY DESIGN LOAD ..................................................................................................................................... SEE SHEET 1.3
ZONE DISTRICT ................................................................................................................................................ COMMERCIAL CORE (CC)
LOT SIZE .................................................................................................................................................................................................. N/A
PARCEL I.D. ............................................................................................................................................................................. 73718222006
BUILDING SIZE ....................................................................................................................................................................................... N/A
5.1A
REFERENCE GRID LINE
SPOT ELEVATION
WINDOW MARK
DOOR MARK
ROOM NUMBER
DRAWING REVISION
ASSEMBLY DETAIL CUT
SECTION CUT
EXTERIOR ELEVATION
DETAIL CALLOUT
INTERIOR ELEVATION
ROOM
100
F11
1
T. O. RIDGE
BEAM
123'-6 1/2"
4.4
1
1
7.1
8.1
1
2
3
4
SYMBOL & MATERIAL LEGEND
PROJECT INFORMATION
DRAWING INDEX
PROJECT DIRECTORY
CONSTRUCTION NOTES
ABBREVIATIONS
PERMIT SET 02/15/2017GENERAL NOTES
415 E. HYMAN AVE.
8
Received
3/3/17
DESIGN CORPS
ALIUS
DESIGN CORPS
ALIUS
ASPEN, CO415 E. HYMAN AVE.MTE
1616
ISSUE
PROJECT No:
DRAWN BY:
DRAWING SET
COPYRIGHT 2017 ALIUS DESIGN
CORPS LLC. ALL RIGHTS RESERVED
UNIT BUILDING
RELATIONSHIP
1.3
01/10/2017SCHEMATIC DESIGN
02/15/2017PERMIT SET
415 E. HYMAN BUILDING
415 UNIT 401, 4TH FLOOR
1 BUILDING UNIT RELATIONSHIP
Received
3/3/17
Is this stair an interior
exit enclosure? How
many floors does it
connect? If 4 or more
it needs to be 2 hour
rated, otherwise 1
hour fire rated. Any
walls surrounding it
that are affected must
be returned to the
level of protection.
Is there another
means of egress from
the space? Show it.
DESIGN CORPS
ALIUS
DESIGN CORPS
ALIUS
ASPEN, CO415 E. HYMAN AVE.MTE
1616
ISSUE
PROJECT No:
DRAWN BY:
DRAWING SET
COPYRIGHT 2017 ALIUS DESIGN
CORPS LLC. ALL RIGHTS RESERVED
FLOOR AREA
CALCS/COM CHECK
1.4
01/10/2017SCHEMATIC DESIGN
02/15/2017PERMIT SET
1,133 sq ft
AREA OUTSIDE OF
WORK SCOPE
EXIST. DECK
LY4RCS / 30K
Applications Recessed Ceiling Mount
DESCRIPTION Energy Used 9 W
Recessed 4" Round LED With Integral Driver In Connection Box.Colour Temperature 3000° K
Fits Where No Other Recessed Fixture Can.Light Output 560 lm
Halogen Equivalent 50 W
FEATURES & BENEFITS Beam Angle 105°
1/2" Thin - Install Directly Under Joists, Maximum Layout Flexibility CRI 84
Type IC Rated - No Housing Required Driver Input 120V AC or 277V-347V AC 50/60 Hz
Fast & Easy To Install - Save On Labour Power Factor 0.98
Driver Inside Connecton Box - No Junction Box Needed Dimming TRIAC Dimmers 10% - 100% (120V only)
Approved Location Insulated Ceiling & Damp Locations
MOUNTING Air Tight Yes
Cut Hole In Ceiling And Snap Fixture In Opening With Attached Spring Clips.Ambient Temperature -40°F (-40°C) to +104°F (+40°C)
2" Above Ceiling Clearance Required For Driver.Projected Life 70% Light Output at 50,000 Hours
Certification cULus, cETLus, Energy Star
Warranty 5 Year on Fixture & Driver
277V - 347V Driver Option Available
Not Dimmable
COMPLIANCE
Project:
Location:
Trim Finish: Qty:
4" Round Super Thin Recessed LED 9W
Notes:
SPECIFICATION
tel: 1-844-24-LOTUS (56887) fax. 1-877-561-6306 www.lotusLEDlights.com
Warehouses
Vancouver, BC Toronto, ON Las Vegas, NV Naples, FL
Type IC & Airtight
CHARACTERISTICS
Body: Durable, Die Cast Aluminum Alloy for Optimal Heat Dissipation.
Paint: Oil Based Spray Painted - Scratch Resistant And Smooth Finish.
LEDs: 77 Pieces Of Custom Packaged LM80 Epistar 3014. Guaranteed 98% Lumen Maintenance After 6,000 Hours.
Strict Binning To Ensure Consistent Light Colour.
Driver: 4th Generation Lotus Designed. Field Proven Since 2011.
Connection Box: Patented Invention By Lotus LED Lights. Saves Contractors Labour In Installation On Every Job.
Testing: Every Single Driver Is Powered For Minimum 24 Hours Together With The Fixture That It Is Shipped With.
Every LED Is Visually Checked Before And After The PCB Is Mounted On The Fixture. No Random Tests – We Hand Test Every Fixture & Driver.
ORDERING GUIDE Example: LY4RCS / 30K / WH ACCESSORIES Sold Separately
Trim Finish Low Volage Extension Cables
6ft - cat # EXC6, 20ft - cat # EXC20
WH : White Max 40 ft Extension Allowed
BK : Black
BN : Brushed Nickel Rough-In Plates - cat # RIP4
Order 277V - 347V Optional Driver Separately As cat # LLL-LD1535H Goof Ring White OD 5 3/4" - cat # GR4
tel: 1-844-24-LOTUS (56887) fax. 1-877-561-6306 www.lotusLEDlights.com
PHOTOMETRIC DATA
Warehouses
Vancouver, BC Toronto, ON Las Vegas, NV Naples, FL
LY4RCS / 30K /
Project Title: 415 East Hyman Report date: 02/15/17
Data filename: Untitled.cck Page 1 of 2
COMcheck Software Version 4.0.3.1
Interior Lighting Compliance
Certificate
Section 1: Project Information
Energy Code: 2009 IECC
Project Title: 415 East Hyman
Project Type: Alteration
Construction Site:Owner/Agent:Designer/Contractor:
415 East Hyman
Aspen, CO 81621
RossMore Enterprises
415 East Hyman St.
Aspen, CO 81621
eric@rossmoreproperty.com
Michael Edinger
A.D.C.
1331 East Sopris Creek Road
Basalt, CO 81621
719.331.9211
michael@aliusdc.com
Section 2: Interior Lighting and Power Calculation
A
Area Category
B
Floor Area
(ft2)
C
Allowed
Watts / ft2
D
Allowed Watts
(B x C)
Office 1333 1 1333
Total Allowed Watts =1333
Section 3: Interior Lighting Fixture Schedule
A
Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast
B
Lamps/
Fixture
C
# of
Fixtures
D
Fixture
Watt.
E
(C X D)
Office (1333 sq.ft.)
LED 1: LED A Lamp 9W:1 25 50 1250
Total Proposed Watts =1250
Section 4: Requirements Checklist
Interior Lighting PASSES
Lighting Wattage:
q 1.Total proposed watts must be less than or equal to total allowed watts.
Allowed Watts Proposed Watts Complies 1333 1250 Passes
Controls, Switching, and Wiring:
q 2.Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to
vertical fenestration.
q 3.Daylight zones have individual lighting controls independent from that of the general area lighting.
Exceptions:
q Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device.
q Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a
separate switch for general area lighting.
q 4.Independent controls for each space (switch/occupancy sensor).
Exceptions:
q Areas designated as security or emergency areas that must be continuously illuminated.
Project Title: 415 East Hyman Report date: 02/15/17
Data filename: Untitled.cck Page 2 of 2
q Lighting in stairways or corridors that are elements of the means of egress.
q 5.Master switch at entry to hotel/motel guest room.
q 6.Individual dwelling units separately metered.
q 7.Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control
of the nonexempt lighting.
q 8.Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either
controlling all luminaires, dual switching of alternate rows of luminaires, alternate luminaires, or alternate lamps, switching the middle
lamp luminaires independently of other lamps, or switching each luminaire or each lamp.
Exceptions:
q Only one luminaire in space.
q An occupant-sensing device controls the area.
q The area is a corridor, storeroom, restroom, public lobby or sleeping unit.
q Areas that use less than 0.6 Watts/sq.ft.
q 9.Automatic lighting shutoff control in buildings larger than 5,000 sq.ft.
Exceptions:
q Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security.
q 10.Photocell/astronomical time switch on exterior lights.
Exceptions:
q Lighting intended for 24 hour use.
q 11.Tandem wired one-lamp and three-lamp ballasted luminaires (No single-lamp ballasts).
Exceptions:
q Electronic high-frequency ballasts; Luminaires on emergency circuits or with no available pair.
Section 5: Compliance Statement
Compliance Statement: The proposed lighting alteration project represented in this document is consistent with the building plans,
specifications and other calculations submitted with this permit application. The proposed lighting alteration project has been designed to meet
the 2009 IECC, Chapter 8, requirements in COMcheck Version 4.0.3.1 and to comply with the mandatory requirements in the Requirements
Checklist.
Name - Title Signature Date
Michael T EdingerMichael Edinger-President 02/15/2017
SCALE: 1/4" = 1'-0"1 MAIN LEVEL FLOOR AREA
2 Spec-Sheet-LY4RCS-30K 3 Spec-Sheet-LY4RCS-30K
4 compliance-report-signed 5 compliance-report-signed
FLOOR AREA CALCULATIONS
EXISTING FLOOR AREA....................1,133 sq ft
NEW FLOOR AREA...................................0 sq ft
TOTAL FLOOR AREA.......................1,133 sq ft
Received
3/3/17
DESIGN CORPS
ALIUS
DESIGN CORPS
ALIUS
ASPEN, CO415 E. HYMAN AVE.MTE
1616
ISSUE
PROJECT No:
DRAWN BY:
DRAWING SET
COPYRIGHT 2017 ALIUS DESIGN
CORPS LLC. ALL RIGHTS RESERVED
FLOOR PLANS
3.1
01/10/2017SCHEMATIC DESIGN
02/15/2017PERMIT SET
14.2
AREA OUTSIDE OF
WORK SCOPE
EXIST. DECK
14.2
AREA OUTSIDE OF
WORK SCOPE
EXIST. DECK
0 2'4'8'SCALE: 1/4" = 1'-0"2 MAIN LEVEL PLAN EXIST
0 2'4'8'SCALE: 1/4" = 1'-0"2 MAIN LEVEL PLAN DEMO
Received
3/3/17
These removed walls
tie into an interior exit
enclosure. They must
be patched back to
maintain the fire rating.
Sign your stamp on
each sheet. Verify that
the walls to be demoed
are non bearing.
DESIGN CORPS
ALIUS
DESIGN CORPS
ALIUS
ASPEN, CO415 E. HYMAN AVE.MTE
1616
ISSUE
PROJECT No:
DRAWN BY:
DRAWING SET
COPYRIGHT 2017 ALIUS DESIGN
CORPS LLC. ALL RIGHTS RESERVED
FLOOR PLANS
3.2
01/10/2017SCHEMATIC DESIGN
02/15/2017PERMIT SET
108
101
102
107
103
105
106
104
4
7.1
14'-11"51/2"9'-51/2"81/2"14'-4"51/2"25'-61/16"51/2"81/2"9'-11"51/2"11/2"51/2"7'-93/8"51/2"2'-8"31/2"6'-81/2"51/2"10'-1111/16"51/2"3'-61/2"51/2"4'-5"20'-5"
4'-11"7'-6"7'-8"4'-9"
8'-61/2"51/2"5'-11"9'-11"3'-0"6'-0"
115/8"9'-6"10'-7"2'-0"
1'-113/4"2'-0"1'-4"14.2
NEW DOOR TO EXIST. DECK;
EXIST. DOOR LOCATION TO BE FILLED;
LOCATION TO BE V.I.F. BY G.C.; SEE
DETAIL 5 ON SHEET 7.1 FOR HEADER
ALIGN W/ DOOR 108
TYPICAL WALL
CONNECTION
6' W x 4'H TRANSLUCENT
WINDOW
AREA OUTSIDE OF
WORK SCOPE
EXIST. DECK
W2TYP. U.N.O.
F1
F1
EXIST. FLOOR
TO REMAIN
CONFERENCEROOM
REF.
WAITING
KITCHEN
ADA BATHROOM
OFFICE #1
OFFICE #2
STORAGE
STORAGE
CL
CL
CL
CL
CL
CL
CL
CL EGRESS PATH = 57'1
1
CC
CC
CC
CC
CC
C
C
C
C
C
C
C
C
C
C
CC
C
C
AREA OUTSIDE OF
WORK SCOPE
EXIST. DECK
EXIST. ROOF
STRUCTURE ABOVE
CEILING TO REMAIN; SEE
ASSEMBLY R1
C
CONFERENCEROOM
WAITING
KITCHEN
ADA BATHROOM
OFFICE #1
OFFICE #2
STORAGE
STORAGE
DOOR SCHEDULE
FLOOR
MAIN LEVEL
MAIN LEVEL
MAIN LEVEL
MAIN LEVEL
MAIN LEVEL
MAIN LEVEL
MAIN LEVEL
MAIN LEVEL
ID
101
102
103
104
105
106
107
108
SIZE
WIDTH
3'-0"
2'-10"
3'-0"
2'-0"
3'-0"
3'-0"
3'-0"
3'-0"
HEIGHT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
HEAD HEIGHT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
AREA
20.00
18.89
20.00
13.33
20.00
20.00
20.00
20.00
COMMENTS
1 1/2" SOLID OAK FLAT PANEL DOOR (STAINED)
1 1/2" SOLID OAK FLAT PANEL DOOR (STAINED)
3/8" TEMPERED GLASS DOOR
1 1/2" SOLID OAK FLAT PANEL DOOR (STAINED)
1 1/2" SOLID OAK FLAT PANEL DOOR (STAINED)
3/8" TEMPERED GLASS DOOR
3/8" TEMPERED GLASS DOOR
105
104
1'-0"
1'-6"
4'-0"3'-0"4'-8"5'-0"3'-0"4'-0"
R-63 SPRAY-IN RIGID CLOSED-CELL INSULATION (ACTS AS VAPOR BARRIER)
SEE INTERIOR ELEVATIONS FOR C.T. HEIGHT
SEE INTERIOR ELEVATIONS FOR
GRAB BAR AND ACCESORY LOCATIONS
0 2'4'8'SCALE: 1/4" = 1'-0"2 MAIN LEVEL PLAN NEW
0 2'4'8'SCALE: 1/4" = 1'-0"2 MAIN LEVEL R.C.P.
0 1'2'4'SCALE: 1/2" = 1'-0"3 ADA COMPLIANCE PLAN
Received
3/3/17
Note that all
dimensions are to face
of finish.
Dimension the 3'x3'
shower.30"x48"clearDraw and dimension
the door maneuvering
clearance at the
bathroom door (54" out
from door and 2' from
jamb on latch side)
Provide this dimension
(42" minimum to
provide maneuvering
clearance to door 106)
Provide more context
surrounding the new
storage space. Show
other walls, uses, and
the exit enclosure. If
the new walls are part
of the exit enclosure
or a dwelling
separation they need
to be fire rated.
Provide the U factor of
the new exterior door.
Max 0.77 (2015 IECC
C402.4)
This is the shower
control wall, show the
controls.
Show grab bars on the
control wall and on the
back wall of the
shower.
Draw and dimension
the sink clearspace.
DESIGN CORPS
ALIUS
DESIGN CORPS
ALIUS
ASPEN, CO415 E. HYMAN AVE.MTE
1616
ISSUE
PROJECT No:
DRAWN BY:
DRAWING SET
COPYRIGHT 2017 ALIUS DESIGN
CORPS LLC. ALL RIGHTS RESERVED
FLOOR PLANS
3.3
01/10/2017SCHEMATIC DESIGN
02/15/2017PERMIT SET
54''
7
54''754''7108
101
102
107
103
105
106
104
AREA OUTSIDE OF
WORK SCOPE
01
028.103
01
8.1
01
028.103
02
018.103
EXIST. DECK
INTEGRATED WORK TABLE
/STORAGE
CONFERENCEROOM
WAITING
KITCHEN
ADA BATHROOM
OFFICE #1
OFFICE #2
STORAGE
STORAGE
REF.
0 2'4'8'SCALE: 1/4" = 1'-0"3 MAIN LEVEL FURNITURE PLAN
Received
3/3/17
DESIGN CORPS
ALIUS
DESIGN CORPS
ALIUS
ASPEN, CO415 E. HYMAN AVE.MTE
1616
ISSUE
PROJECT No:
DRAWN BY:
DRAWING SET
COPYRIGHT 2017 ALIUS DESIGN
CORPS LLC. ALL RIGHTS RESERVED
ASSEMBLIES &
DETAILS
7.1
01/10/2017SCHEMATIC DESIGN
02/15/2017PERMIT SET
3 3/8"3 3/8"1"3/8"7/8"
5/8"5 1/2"5/8"
1"7/8"3/8"3 3/8"3 3/8"3/8"
1"7/8"3 3/8"3/8"
1"7/8"1/8" x 3" ROLLED STEELBASEBOARD BEYOND
5/8" GYP. BOARD TYP.ENGINEERED 2 x 6 STUD TYP.
3/8" CLEAR GLASS
SILICON BEAD
1/8" STEEL CHANNEL TYP.
ENGINEERED 2 x 6 STUD TYP.
1/8" STEEL CHANNEL TYP.
SILICON BEAD
3/8" CLEAR GLASS
BATT INSULATION TYP.
ENGINEERED 2 x 4 STUD TYP.
1/8" x 3" ROLLED STEELBASEBOARD BEYOND
5/8" GYP. BOARD TYP.
ENGINEERED 2 x 6 STUD TYP.3/8" CLEAR TEMPERED GLASS
SILICON BEAD
1/8" STEEL CHANNEL TYP.
ENGINEERED 2 x 6 STUD TYP.
ENGINEERED 2 x 4 STUD TYP.
BATT INSULATION TYP.
1/8" x 3" ROLLED STEELBASEBOARD BEYONDMcFeelys washer head combodrive screws
5/8" GYP. BOARD TYP.
ENGINEERED 2 x 6 STUD TYP.3/8" CLEAR TEMPERED GLASS
SILICON BEAD
1/8" STEEL CHANNEL TYP.
ENGINEERED 2 x 6 STUD TYP.
ENGINEERED 2 x 4 STUD TYP.
BATT INSULATION TYP.
1 3" = 1'-0"
3" = 1'-0"2 GLASS FRAME DETAIL
CL
GLASS FRAME DETAIL
CL
CL
3" = 1'-0"3 GLASS FRAME DETAIL
CL
DOOR HEADER IN EXIST. CMW WALL53" = 1'-0"
3" = 1'-0"4 1 HOUR FIRE RATED WALL CONNECTION
8" NOMINAL WIDTH EXIST.
CMU EXTERIOR BEARING WALL
EXIST. WALL FURRING
NEW BLOCKING FOR FIRE RATING
NEW TYPE X 5/8" SHEET ROCK BACKER FOR
FIRE RATING
WOOD TRIM TO MATCH EXIST.
EXIST. WALL FURRING
8" NOMINAL WIDTH EXIST.
CMU EXTERIOR BEARING WALL
WT 6 x 15 STEEL HEADER; GROUTED W/ 12"
BACKSPAN BEYEOND DOOR
5/8"SEE PLAN 5/8"
5/8"SEE PLAN 5/8"
5/8" GYPSUM WALL BOARD OR OTHER INTERIOR
FINISH - SEE SCHEDULE
WALL FRAMING W/ BLOCKING AS REQUIRED
SOUND ATTENUATING INSULATION - REFER TO
SPECS
5/8" GYPSUM WALL BOARD OR OTHER INTERIOR
FINISH - SEE SCHEDULE
5/8" TYP. X GYPSUM WALL BOARD SEE INTERIOR
SCHEDULE FOR FINISH
WALL FRAMING W/ BLOCKING AS REQUIRED
SOUND ATTENUATING INSULATION - REFER TO
SPECS
5/8" TYP. X GYPSUM WALL BOARD SEE INTERIOR
SCHEDULE FOR FINISH; SEE DETAIL 4 ON SHEET
7.1 FOR PLAN DETAIL
WALL FRAMING W/ BLOCKING AS REQUIRED
SOUND ATTENUATING INSULATION - REFER TO
SPECS
8" NOMINAL WIDTH EXIST.
CMU EXTERIOR BEARING WALL
1 ½" = 1'-0"W3 1 HOUR RATED EXTERIOR WALL (TYPICAL)
1 ½" = 1'-0"
INTERIOR WALL (TYPICAL)W1
GL
GL
1 ½" = 1'-0"
1 HOUR FIRE RATED INTERIOR WALL (TYPICAL)W2
GL
UL SYSTEM DESIGN NO. U314
EXIST. RAFTER TO REMAIN
NEW R-63 SPRAY-IN RIGID CLOSED-CELL
INSULATION (ACTS AS VAPOR BARRIER)
EXIST. ROOF DECK TO REMAIN
NEW RECESSED CAN; SEE SPECS.
5/8" GYP. TYP.
TYPICAL FLAT MEMBRANE ROOFR11 ½" = 1'-0"
Received
3/3/17
Type of construction at this building is III-A
which requires a 1 hour fire rated roof. Provide
a listed assembly (print the pages from the
assembly on the plans) and revise this detail to
match. We will accept spray foam in a rated
assembly that allows other insulation.
Membrane penetrations of the ceiling drywall
(such as by can lights) will need to be
protected. (2015 IBC 714.4). If you are
increasing the insulation value over the
existing, ensure that the roof framing will be
able to support any increased snow load.
If this is your structural
design, you must sign
your stamp.
Existing exterior wall
cavities must be filled
with insulation if they
are exposed. (2015
IECC C503.1)
Type III-A construction
requires a 2 hour
exterior wall (which
the CMU should
provide). Relabel.
DESIGN CORPS
ALIUS
DESIGN CORPS
ALIUS
ASPEN, CO415 E. HYMAN AVE.MTE
1616
ISSUE
PROJECT No:
DRAWN BY:
DRAWING SET
COPYRIGHT 2017 ALIUS DESIGN
CORPS LLC. ALL RIGHTS RESERVED
1/2" INTERIOR
ELEVATIONS
8.1
01/10/2017SCHEMATIC DESIGN
02/15/2017PERMIT SET8'-0"9'-11"5'-11"91/2"2'-10"2'-81/2"2'-8"8'-0"19" MIN1'-0"
3'-6"1'-0"33"-36"36" MIN
12" MIN24" MIN
17-19 MIN1'-6"33"-36" MAX18"34" MAX27" MIN40" MAX8" MIN 6" MAX
17" MIN
29" MIN8'-0"3'-0"4'-93/8"
5'-0"51/2"3'-1"1'-5"3'-10"2'-10"51/2"
9'-6"13'-71/2"3'-0"4'-3"8'-0"7'-93/8"8'-0"8'-0"6'-1"2'-10"6'-91/2"51/2"1/2"2'-8"11'-6"
25'-6"8'-0"1'-3"2'-0"3'-10"1/4"1'-7"1/4"1'-6"1/4"61/4"2'-81/2"11/2"1'-8"2'-6"27" MAX
PAINTED DRWALL;
SEE FINISH SCHEDULE
PAINTED WOOD BASE BOARD;
SEE FINISH SCHEDULE
PAINTED WOOD BASEBOARD
TO MATCH WALL;
SEE FINISH SCHEDULE
CLEAR GLASS W/ 3/4" FRAME;
SEE FINISH SCHEDULE
FRAMELESS CLEAR GLASS W/ PIVOT HINGES
@ CONFERENCE ROOM;
SEE FINISH SCHEDULE
PAINTED DRWALL;
SEE FINISH SCHEDULE
BLOCKING AREA FOR
GRAB BARSBLOCKING AREA FOR
GRAB BARS
PAINTED DRWALL;
SEE FINISH SCHEDULE
PAINTED WOOD BASE BOARD;
SEE FINISH SCHEDULE
PAINTED DRWALL;
SEE FINISH SCHEDULE
PAINTED WOOD BASE BOARD;
SEE FINISH SCHEDULE
PAINTED WOOD BASE BOARD;
SEE FINISH SCHEDULE
PAINTED DRWALL;
SEE FINISH SCHEDULE
CL
CLT.P. HOLDER CLCLEAR FRAMELESS GLASS;
SEE FINISH SCHEDULE
WAITING AREA2WAITING AREA1
WAITING AREA3
KITCHEN4
ADA BATHROOM1 ADA BATHROOM3ADA BATHROOM2 ADA BATHROOM338-48 MAX1'-6"18"3'-1"3'-1"3'-1"33-36 MAX18"
PRESSURE/BALANCE
VALVE; SEE FINISH
SCHEDULE
ROUGH IN FOR
SHOWER HEAD; SEE
PLUMBING SCHEDULE
ADA WALL MOUNT
FOLDING SHOWER
SEAT
PORCELAIN WALL TILE;
SEE FINISH SCHEDULE
PORCELAIN WALL TILE;
SEE FINISH SCHEDULE
BLOCKING FOR GRAB
BAR
BLOCKING FOR
GRAB BAR
PAINTED DRWALL;
SEE FINISH SCHEDULE
HAND SHOWER
ADA BATHROOM1 ADA BATHROOM3ADA BATHROOM2
Received
3/3/17
Provide a vertical
sidewall grab bar at
the water closet.
This elevation is
flipped and redundant.
You already have 2/8.1
which shows it
correctly.
Controls must be at
centerline of shower or
towards the open side
of the shower.
Provide a vertical grab
bar on the control wall
of the shower.