HomeMy WebLinkAboutVAIL VILLAGE FILING 7 BLOCK 7 LOT 3 PART 2 LEGALI
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SECTION IO3IO - FIREPLAOSPECIALTIES AND ACCESSORIE
BILLINGSLEY RESIDENCE
I.1 GENERAL
A. Section Includes: living room lireplace to be an Isokern, zero clearance
fireplace. It is a lightweight cast stone/concrete firebox. The firebox is lined
with fire brick. The exterior can either be clad with stone and plaster or wood
framing may be built directly next to it.
B. Shop Drawings and Product Data: Submit shop drawings and product data on
fire places and all accessories as specified under Section 01300 Submittals.
C. Requirements of Regulatory Agencies: Fireplaces and accessories must be listed
and approved by Underwriters Laboratories, Inc. and the International
Conference of Building Offrcials and AGA Certified. Units, flues and
installation shall meet building code requirements referenced in Division L
D. Reference Standards: Comply with NFpA Standard Nu. 2l l.
E. See drawings for stone veneer, structure, and structural slab under fireplace
1.2 PRODUCTS
A. Living room fireplace Manufacturer: Isokern.
1. Provide gas log insert
2. Provide pocket type glass doors as shown on drawings and all required tracks,
hardware and other equipment.
3. Provide firebrick at inside of fireplace per drawings, Isokern fireplace
requirements and all applicable codes.
4. Provide all required accessories and equipment.
B. Provide 14" inside diameter metal flue with all required connections, accessories and
clearances per all applicable codes, metal flue manufacturer's requirements and
Isokern fi replace requirements.
1. Provide high purity alumina-silica ceramic blanket at connection of metal flue
and Isokem fireplace, per Isokern manufacturer's recommendations.
C. Provide all required equipment including but not limited to the following:
l. Vent/Fresh Air Pipe: Manufacturer-supplied vent pipe, elbows, supports.
2. Roof Terminations: Manufacturer supplied vent pipe, roof termination and
counter flashing.
FIREPLACE SPECIALTIES AND ACCESSORIES 10310 - I
sECTroN r03r0 - u,*rrrl,
''ECTALTTES
AND o..rrro*t
BILLINGSLEY RESIDENCE
3. Wall Control Switch- type and color to match typical light switch.
D. Gas turn off valve
E. Provide decorative fireplace cap per drawings
I.3 EXECUTION
A. Install fireplace, flue and accessories according to all applicable codes, approved shop
drawings and product data manufacturer's installation instructions. Maintain all
required clearances to combustible materials. Flue is required to be fixed open.
B. Coordinate installation with hearth, box and flue facins and mantle installation.
C. Gas Service: By Mechanical Contractor.
D. Electrical Connections: By electrical contractor.
END OF SECTION IO3IO
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FIREPLACE SPECIALTIES AND ACCESSORIES 10310 - 2
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Copyright 1997 AJA
BILLINGSLEY RESIDEN
MASTERSPEC - SLVo
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2/97
SECTION 1O8OI - TOILET AND BATH ACCESSORTES
t.2
A.
B.
GENERAL
submittals: Manufacturer's Product Data Include material descripions and
thicknesses, dimensions, profiles, fastening and mounting methods, specified options,
and finishes for each type of accessory specified.
Product options: Accessory requhements, including those for materials, finishes, and
dimensions, are established by specific products indicated in the Toilet and Bath
Accessory Schedule.
1. Products of other manufacturers with equal characteristics, as judged solely by
Architect, may be provided.2. Do not modify aesthetic effects, as judged solely by Architect, except with
Architect's approval. where modifications are proposed, zubmit comprehensive
explanatory data to Architect for review.
PRODUCTS
Manufacturers: provide Toilet and Bath accessories per the attached schedules
following:
Materials: As follows:
1. Stainless Steel ASTM A666, Tlpe 304, withNo.4 finish(satin), in0.03I2-inch
{0 S-mm) minimum nominal thickness, unless otherwise indicated.2. Chromium Plating: ASTM B 456, Service Condition Number SC 2 (moderate
service), nickel plus chromium electrodeposited on base metal.3. Mirror Glass: ASTM C 1036, Type I, Class l, Quality q2, nominal 6.0 mm thick,
with silvering, electroplated copper coating, and protective organic coating
complying with FS DD-M-411.4. Galvanized Steel Mounting Devices: ASTMA 153/A 153M, hot-dip galvanized
after fabrication.
5- Fasteners: Screws, bolts, and other devices of same material and finish as
accessory unit when exposed and ofgalvanized steel when concealed.
I.3 HGCUTION
A. Install accessories according to manufacturers' written instructions, using fisteners
appropriate to substrate indicated and recommended by unit manufacturer. Install units
level, plumb, and firmly anchored in locations and at heights indicated.
TOILET A}.ID BATH ACCES SORIES 10801 - I
Copyright 1997 AIA
BILLINGSLEY RESID
MASTERSPEC - SLVo
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l. Secure mirrors to walls in concealed rnanner with special hangers, toggle bohs, or
screws. Set units level, plumb, and square at locations indicated, according to
manufacturer's written instructions for substrate indicated.
Adjust accessories for rmencumbered, srnooth operation and verifi that mechanisms
function properly. Replace damaged or defective items.
Remove temporary labels and protective coatings.
Clean and polish exposed surfaces according to manufacturer's written
recommendations.
END OF SECTION 10801
B.
C.
D.
TOILET A}ID BAfi{ ACCESSORIES 10801 -2
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Copyright 1997 AIA MASTERSPEC - SLV
BILLINGSLEY RESIDENCE
SECTION I I45I - RESIDENTIAL APPLIANCES
1.I GENERAL
A. Product Data: For each appliance tlpe required indicating corryliance with
requirements. Include complete operating and maintenance instructions.
B. Electrical Appliances: Listed and labeled as defined inNFPA70, Articlel00, by a
testing agency acceptable to authorities having jurisdiction.
C. UL and NEMA Compliance: Provide electrical components required as part of
residential appliances that are listed and labeled by UL and that corryly with applicable
NEMA standards.
D. AGA and ANSI Standards: Provide gas-burning appliances that carry the design
certification seal of AGA and t}at comply with AI.ISI Z2l-Series standards.
E. AHAM Standards: Provide appliances that comply with the following AHAM
standards: Refrigerators and Freezprs: Total volume and shelf area ralings certified
according to AI{SI/AHAM HRF- 1 .
F. Energy Ratings: Provide residential appliances that carry labels indicating energy-cost
analysis (estimated annual operating costs) and effrciency information as required by
the Federal Trade Commission.
1.2 PRODUCTS
A Products: Provide appliances in proper quanity and size with specifred finishes,
accessories and pulls per the Residential Appliance Schedule.
E)(ECUTION
Examine roughing-in for plumbing, mechanical and electrical services, with Installer
present, to veri$ actual locations of services before residential appliance installation.
l. Proceed only after unsatisfactory conditions have been corrected.
Installation: Comply with manufactruer's written instructions.
Built-in Equipment: Securely anchor units to supporting cabinets or countertops with
concealed frsteners.
D. Freestanding Equipment: Place units in final locations after finishes have been
completed in each area.
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I RESIDENTIAL APPLIAN CES lt45t - I
Copyright 1997
BILLINGSLEY
AIA O
RESIDENCE
MASTERSPEC - SLV 2197
E. Utilities: Refer to Divisions 15 and 16 for plumbing and electrical requirements.
END OF SECTION II45I
RESIDENTIAL APPLIANCES tt45l - 2
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Copyright 1997 AIA
BILLINGSLEY RESID
MASTERSPEC - SLV
SECTION 12356 - KITCIIEN, VA}.IITY AND BUILT-IN CASEWORK & COUNTERTOPS
I.I GENERAL
A. Submittals: In additionto product Dat4 submit the following:
l. Kitchen(s)' Wet bar, Vanity(s) and Countertop Shop Drawings: For cabinets and
countertops. Show materials, finishes, filler panels, hardware, edge and back
splash profiles, cutouts for appliances, plumbing fixtures and electrical outlets,
and methods ofjoining countertops.
2. Casework Shop Drawings: For cabinets and built-ins. Show materials, finishes,
filler panels, hardware, edge, cutouts for equipment, wire management and
electrical connections, nrethods ofjoining and attaching casework and methods of
attaching Owner's Napalese Doors shown in drawings.
3. Samples showing the full range of colorso textures, and pattems available for each
type of material e4posed to view.
B. Quality Assurance: Unless otherwise indicated, cornply with the following standards:
l. Cabinets: KCMAA16l.l.
a. KCMA certification: Provide cabinets with KCMA's "certified cabinetu
seal affixed in a semi-exposed location of each unit and showing
compliance with ttrc above standard.
2. Plastic-LaminateCountertops: KCMA A16l.2.
Field Measurements: Verify dimensions of construction by field measurements before
fabrication and indicate measurements on Shop Drawings. Provide fillers and sqribes as
necessary.
Field Measurements for countertops: veri& dimensions of countertops by field
measurements after base cabinets are installed but before countertop frbrication is
complete and indicate measurements on Shop Drawings.
Coordinate layout and installation of blocking and reinforcement in partitions for
support ofcabinets, vanities and casework.
Coordinate layout and installation of blocking and reinforcement in cabinets, vanities
and casework for support of countertops, raised countertop b,rackets and owner's
Napalese Doors shown in drawings.
PRODUCTS
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I KITCTIEN, VANITY A}ID BUILT.IN CASEWORK AND COUNTERTOPS 12356 - |
Copyright 1997 AIA
BILLINGSLEY RESID
MASTERSPEC - SLVo
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l. Products: Provide all cabinet t1pes, with specified wood species, door $yles,
frame styles, finishes, stain colors and accessories per cabinet schedule. Provide
hardware per cabinet and interior schedules.
B. Exposed Cabinet Materials: Comply with the following:
l.Exposed Wood Species:. Do not use two adjacent exposed faces that are
noticeably dissimilar in color, grain, figure, or natural character nrarkings.
Solid Wood: Clear hardwood lumber of species indicate4 free of defects,
selected for compatible grain and color, and kiln dried to 7 percent moisture
content.
Plyrvood Veneers: Hardwood plywood complying with IIPVAHP-I with face
veneer of species indicated, selected for compatible color and gxain with Grade A
faces.
Plastic Laminate: High-pressure decorative laminate complying with
NEMA LD 3, Grade VGS.
Vinyl-Faced Fiberboard: Medium-density fiberboard complying with
ANSI 4208.2, milled to required shapes, with a thermofonned vinyl overlay
applied in a vacuum or membrane press.
C. Semi-exposed Cabinet Materials: provide the following per cabinet schedule:
Solid Wood: Sound hardwood lumber, selected to eliminate appearance defects
and kiln dried to 7 percert moisture content. Stained to be cornpatible with
exposed surfaces.
Plywood Veneer: Hardwood plywood complying with HPVA IIP-I with Grade C
faces stained to be compatible with exposed surfaces.
Plastic Laminate: High-pressure decorative laminate complying with
NEMALD 3, Grade VGS.
Vinyl-Faced Particleboard: Medium-density particleboard complying with
AIISI A208.1, Grade M-2 with an embossd wood-grain-pattemed vinyl film
adhesively bonded to particleboard.
D. Concealed Cabinet Materials: Comply with the following:
Solid Wood or Plywood: Any hardwood or softwood species, with no defects
aff€cting strength or utility. Hardwood and softwood lumber kiln dried to 7 and
10 percent moisture content, respectively.
Particleboard: ANSI A208.1, Grade M-2.
Medium-Density Fiberboard: ANSI A208.2.
Hardboard: AI{A 4135.4, Class I Tempered.
Countertop Materials: Unless otherwise indicated, provide the following:
l Plastic Laminate at apartment countertops: High-pressure decorative laminate
complying withNEMA LD 3.
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KITCHEN, VA}.IITY AND BTIILT-IN CASEWORK A}.ID COT]NTERTOPS 123s6 -2
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Copyright 1997 AIA
BILLINGSLEY RESIDEN
MASTERSPEC. SLV
a- Grade: HGS.
2. Particleboard: ANSI .4208.1, Grade M-2.
3. Plywood: Exterior softwood plywood complying with PS l, Grade C-C Plugged,
touch sanded.
F. Casework Hardware: Manufacturer's standard units complying with BHMA A156.9, of
type, material size, and finish as specified.
G. Drawer Guides: Epoxy-coated-metal self-closing drawer guides; designed to prevent
rebound when drawers are closed; with nylon-tired" ball-bearing rollers; and complying
wirh BHMA A156.9, Type 805091.
H. Cabinet Construction: As follows and p€r cabinet schedule:l. Face Style: Reveal overlay per cabinet schedule; door and drawer faces partially
cover cabinet body or frce frames.2. Face Style: flush overlay per cabinet schedule and at apartment; door and drawer
faces cover cabinet body or frce frames with only enough space btween doors
and drawer faces for operating clearances..3. Face Frames: Frameless may be provided at apartment cabinets and laundry room
cabinets
4. Face Frames: 3/4-by-1-5l8-inch (19-by-41-mm) solid wood at house cabinets
except as noted.
5. Face Frames: 5/8-inch- (16-mm) thick particleboard with plastic laminate on
exposed and semi-exposed surfaces may be provided at apartm€nt cabinets and
laundryroom
6. Face Frames: l/2-inch- (12 7-mm-) thiclq vinyl-faced fiberboard with vinyl
overlay on exposed and semi-exposed surfaces may be provided at apartment
cabinets and laundry room.
7, House living room cabinetry, drawer fronts and vanities per schedule - Door and
Drawer Fronts: 112-inch- (12.7-mm-) thich veneer-faced plywood. At living
\ room cabinetrry, provide inlay banding per drawings of veneer with grain 90
degrees to face veneer.
8. Door and Drawer Fronts at house per schedule: Solid-wood stiles and rails with
tongue and groove and glued construction, 3/4 inch (16 mm) thick, with 1/Z-inch-
(19-mm-) thick veneer-frced plywoo[ y"" solid-wood center panels and Vo'
decorative glass par,els (at upper kitchen cabinets) per cabinet schedule and
drawings.
9. At Apartment - Door and Drawer Fronts: ll2-inch- (12 7-mm-) thick
particleboard with plastic-laminate faces, backq and edges. Provide same grade,
pattern, color, and texture ofplastic laminate for backs and edges as for faces.
10. Cabinets without glass doors -Tops, Interior sides and Bottoms:. All melamine on
%" particleboard, glued and fastened.
I 1. Cabinets with glass doors or no doors (except at laundry and apartment) -Tops,
Interior sides and Bottoms:. wood veneer to match doors or exterior of cabinet on
%" particleboard, glued and fastened.
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KITCHEN, VANITY AND BUILT-IN CASEWORK AND COUNTERTOPS 12356 -3
Copyright 1997 AIA MASTERSPEC - SLV
BILLINGSLEY RESIDENCE
12. House exterior of cabinet Sides: wood veneer to match doors where exposed and
melamine where concealed on %" particleboard, glued and fastened-
13. Shelves: %" particleboard with melamine frnish:
a. Vanity and Base Cabinets have one middle shelf: half depth.
b. Upper Cabinets: Full depth shelves, one shelffor every 8" ofcabinet height,
all shelves adjustable in all cabinets:
14. Backs: %" particleboard, dadoed to frce, glued, and fastened.
Plastic-Laminate Countertops at Apartment: Provide oountertops with the following
front, cove (intersection oftop with back splash), backslashe and end-splash style:
l. Front: Hardwood trimmed edge.
2. Back splash: Square edge.
3. End Splash: Square edge.
Stone Slab Countertops: As follows:
1. Front: I %" thrch 1/8" eased at top and bottom.2. Corners: li4-inch (19-mm) eased edge.
3. Back splash: Straight, 1/8" eased at edges, %" radius at outside corner.
4. Construction: 3/4-inch slab with thickened edge to 7 W' over 3/a"- (19-mm-)
thick, solid-underlayment grade plywood.
E)(ECUTION
Install casework with no variations in flushness of adjoining surfaces; use concealed
shims. Where casework abuts other finished work, scribe and cut for accurate fit.
Provide filler snips, scribe strips, and moldings in finish to match casework face.
Provide blocking as necessa4r to support cabinetry.
Install casework and countertop level and plumb to a tolerance of 1/8 inch in 8 feet.
Fasten cabinets to adjacent units and to backing.
l. Fasten wall cabinets tlrough back, near top and bottonl at ends and not less than
24 inches o.c.
2. There may be no exposed fasteners on outside ofcabinets.
Fasten plastic-laminate countertops by screwing through corner blocks of base units
into underside ofcountertop. Form seams using splines to align adjacent surfaces, and
secure with glue and concealed clamping devices designed for this purpose.
Fasten underlayment grade plywood under stone slabs, by screwing tlrough corner
blocks of base units into underside of plywood. Align adjacent surfaces, and form
seams to create even substrate. Carefully dress joints smooth.
8197 I
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KITCHEN, VANITY A}ID BUILT-IN CASEWORK AND COTJNTERTOPS 12356 - 4
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Copyright 1997 AIA
BILLINGSLEY RESIDEN
MASTERSPEC - SLV
F. Install stone slab countertops with thinset or thickset method. Align adjacent surfaces,
and form seams to cr€ate even surfaces. Carefully dress joints smootll remove surface
scratches, and clean entire surface.
G. Adjust casework and hardware so doors and drawers are centered in openings and
op€rate smoothly without warp or bind. Lubricate operating hardware as recommended
by manufacturer.
END OF SECTION 12356
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KITCHEN, VANITY AND BUILT-IN CASEWORK AND COI.JNTERTOPS 12356 - 5
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I copyright 1e94 AIA O MASTERSeEc - sLV 5/94
BILLINGSLEY RESIDENCE
SECTION 12520 _ MOTORIZED WINDOW ST{ADES
I I.I GENERAL
I A. Provide motorized shades at the windows and doors along the west wall of the livingr room.
I B. Submittals: Submit product data for each type of blind and the following:
L Shop drawings showing location and extent of shades. Show installation details.
Include elevations indicating shade units. Indicate location of shade controls. In-
clude product data and warranty. Include detailed wiring cliagrams2. Samples for initial selection
-showing the full range of colors available for shade, and exposed metal trim
for each type ofshade indicated.
-showing the full range of shading percentage availrrble for shade for each
type of shade indicated.
-showing the full range of colors and styles availablr: for shade controls for
each type of shade indicated.
t 3. Schedule ofshades using room designations indicated on Drawings.4. Maintenance data to include in the operation and maintenance manual.
I C. Fire-Test-Response Characteristics: Provide shades identical to those tested for the
following fire-test-response characteristics as determined by UL or another testing
I agency acceptable to authorities havingjurisdiction.I
D. Electrical Component Standard: Provide components that comply with NFPA 70 "Na-
I tional Electrical Code" and are listed and labelid by UL.I
E. Space Enclosure and Environmental Limitations: Do not install shades until space is
I enclosed and weatherproof, wet-work is completed and nominally dry, work aboveI ceilings is complete, and ambient temperature and humidity conditions are and will be
maintained at values near those indicated for final occupancy.
I F. Coordinate power, wiring, switching and controls with section 16000.
I G. Coordinate recessed wall mounting with contractor, architect and sections 06100 and
I 09255
I r.2 PRODUCTS
I A. Manufacturers: Subject to compliance with requirements, provide products by one of
t the following:
l. Motorized shades:I
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MOTONZED WTNDOW SHADES 12520 - 1
Copyright 1994
BILLINGSLEY
AIA O
RESIDENCE
MASTERSPEC - SLV 5/94 I
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a. Mecho Shade Systems Inc, electroshade I, electroshade II, and electroshade
III (depending on application), all shades to be motorized,- provide smallest
recessed housing possible
b. Or approved equal.
2. Colors: Where manufacturer's standard products are indicated, comply with the
following requirements :
a. Match colors indicated by referencing manufacturer's standard designations
for these characteristics.
b. Provide Architect's selections from manufacturer's full range of colors for
shades of type indicated.
c. centerlines of mullion or other defined vertical separations between open-
ings.
3. Mounting: Provide overhead recessed wall mounting brackets and enclosure
4. The motor shall be tubular asynchronous and concealed inside extruded aluminum
tube
5. Provide electrical operation which includes individual as well as group operation for all
shades within the Living room.
6. Provide additive pricing for sun and computer operation.
a. Provide additive pricing for operation t}rough a light control system.
EXECUTION
Examination: Examine substrates, areas, and conditions for compliance with require-
ments for installation tolerances and other conditions affecting performance. Do not
proceed until unsatisfactory conditions have been corrected.
Take field measurements prior to the fabrication to ensure fit
lnstallation: Install materials and systems in accordance with manufacture's instruc-
tions and approved submittals.
D. Install shades level, plumb, and located so that shade operates clear of window or door
hardware. Shade may need to reverse roll, so that shade falls at room side ofroller
E. Adjust components and accessories for proper operation.
F. Clean shade surfaces, according to manufacturer's instructions, after installation.
G. Remove surplus materials, packaging, and debris resulting from installation. Leave in-
stallation areas clean and ready for use.
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MOTORIZED WINDOW SHADES 12520 - 2
I copyright lee4 ArA O MASTERS'E. - sLV
BILLINGSLEY RESIDENCE
I H. Protection: Protect and maintain conditions in a marurer acceptable to manufacturer and
Installer. Ensure that blinds are without damase or deterioration at the time of Substan-
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tial Completion.
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ENDoFSECTION 12520
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MOTORTZED WTNDOW SHADES 12520 -3
I BILLINGSLEY RESIDEN., I
SECTION 1 5OOO _MECHANICAL SYSTEM SUMMARY
T I.I GENERAL
I A. Submitrals:I
I ' Submit Shop drawings showing size and location of all mechanical system com-
t ponents'
2. Submit specifications of all mechanical system components.
r 3. Submit product data and calculations of all mechanical system.
I 4. Submit samples of all exposed mechanical system:.
5. Submit warranty information.
I 6. Maintenance data to include in the operation and maintenance manual.
I B. Summary of system: Provide complete mechanical system which includes the following
I and meets all local, state and national codes:
I l. Gas fired boiler(s) for hot water and heating
r 2. At plywood subfloor locations, provide radiant heat in I yr,, gyp-crete.
I 3. At concrete slab on grade locations, provide radiant heat in slabs
r 4. Provide altemate pricing for air to air heat exchanger:
I a' ff1n"*ilffi *T:1l1ilfl:Tr'":H""ms
and kitchen and provides fresh
b. Provide system with minimum 6}yoheatrecovery.
I c. Provide altemate pricing for humidification to fresh air.
I 5. Provide altemate pricing for decentralized humidification
I a.
ljil'S:rrffilffT:humidification
units installed in ceiling of bath-
b. One unit may serve more than one bedroom, but provide humidifica-
I tion to all house bedroom (not apartrnent).
I 6. Provide cast iron waste piping, copper domestic water supply piping.
I 7 Install all piping with hangers or sleaves to minimize noise8. Insulate all piping to reduce noise.
I C. Coordinate mechanical system with structure, lighting, plumbing and electrical system.
r D. Specifr all electrical loads required for mechanical equipment.
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MECTIAMCAL SYSTEM OUTLINE I5OOO - I
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BILLINGSLE" *"O'*'J
E. Coordinate design with Mechanical Engineer hired by owner to review subcontractors
design, submittals, product data and shop drawings.
F. Coordinate design and installation with Architect, verifu that size of mechanical rooms
is sufficient. Show all exposed exterior vents on design drawings
G. Route all systems in walls and ceilings, request approval from Architect for additional
wall furring, adding soffits, changes in wall locations or ceiling heights, and changes in
location ofall exposed exterior vents.
END OF SECTION I5OOO
MECHAMCAL SYSTEM OUTLINE 15000 - 2
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BILLINGSLEY RESIDENCE O
SECTION 1 6000 _ELECTRICAL SYSTEM SUMMARY
I.1 GENERAL
A. Submittals:
l. Submit Shop drawings showing size and location of all electrical system compo-
nents.
2. Submit specifications of all electrical system components.
3. Submit product data and calculations of all electrical systems components.
4. Submit samples of all exposed electrical system components:.
5. Submit warranty information.
6. Maintenance data to include in the operation and maintenance manual.
B. Provide complete electrical system per all codes:
1. Coordinate electrical design with lighting desigrr lighting control system, switch-
ing and electrical outlets shown on drawings.
a. Notifu Architect, if outlets, swithes, and lights shown on drawings, can not
be installed in locations shown.
a. Electrical outlets on drawings show specific locations where outlets must be
located.
1. They are the minimum numbers of outlets to be provided.2. Add additional outlets to meet codes. VeriS the location of all re-
quired additional outlets with Architect, by redlining a print of the
power drawings with the location of the additional outlets.
2. Coordinate electrical design with structure, plumbing, mechanical system and
permanently installed equipment.
C. Coordinate design with Elecrical Engineer hired by owner to review subcontractors de-
sign, submittals, product data and shop drawings.
D. Locate service panel in garage or mechanical room
END OF SECTION 16000
ELECTRICAL SYSTEM OUTLINE 16000 - I
tu!4
Thomas J. Westhoff s A
Rev. By:SLP
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cAL,IIE?WORTII - PAWLAK GEOTECHM
August 2,1999
Lucy Billingsley
c/o Cottle Graybeal Yaw Architects
Attn.: Jill Spaeh
P.O. Box 6337
Avon, Colorado 81620
INC.
Job No. 199239
subject: Report Transminal, supplemenal subsoil Srudy, proposed Residence,
Lot 3, Block 7, Filing 7, Vail Village, l lZ0 ptarmigan Road, Vail,
Colorado
Dear Ms. Billingsley:
As requested, we have conducted a supplemental subsoil study for the proposed
residence at the subject site.
Subsurface conditions encountered in the exploratory borings drilled in the southern(uphill) portion of the proposed building area consist of relatively dense clayey sand and
gravel containing cobbles aud boulders. Groundwarer was not ercoutrtered in the
borings at the dme of drilling.
The proposed residence can be founded on spread footings placed on the natural
subsoils or properly compacted granular structural fill. Fooiings bearing os the near
surface olays and sands identified in the northern portion of the proposed building area
should be designed tbr an allowable bearing pressure of 2,000 pif. -Footings
which bear
entirely on the relatively dense sand and gravel encountered in the southern portion and
underlying the clays and sands in the northern portion ofthe proposed building area can
be designed for an allowable bearing pressure of3,000 psf.
The report which follows describes our exploration, summarizes our findings, and
presents our recommendadons. lt is important that we provide consultation during
design, and field services during construction to review and monitor the implementation
of the geotechnical recommendations.
Ifyou have any questions regarding this report, please contact us.
Sincerely,
HEPWORTH . PAWLAK GEOTECHMCAL. INC.
lr3P61qP1Y j fi
TABLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY I
IPROPOSED CONSTRUCTiON .
SITECONDITIONS ......... z
FIELDEXPLORATION .,.,.2
SUBSURFACECONDITIONS.. .....3
DESIGNRECOMMENDATIONS ....3
FOUNDATIONS. . ,FOUNDATIONANDRETAININGWALLS .....4FLOORSLABS ....... 5UNDERDRAINSYSTEM ......6
SITEGRADINC .. ..... 6SURFACEDRAINAGE .........7
LIMTTATIONS.... .........7
FIGURE I - LOCATION OF EXPLORATORY BORINGS
FIGURE 2 - LOGS OF EXPLORATORY BORINGS
FIGURE 3 - LEGEND AND NOTES
FIGURE 4. CRADATION TEST RESULTS
TABLE I - SUMMARY OF LABORATORY TEST RESULTS
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PURPOSE AND SCOPE OT STI'DY
This report presents the results of a supplemental subsoil snrdy for a proposed
residence to be located on Lot 3, Block 7, Filing 7, Vail Village, 1170 Ptarmigau Road,
Vail, Colorado. The project site is shown on Fig. 1. Hepworth-Pawlak Geotechnical,
Inc. previously conducted a subsoil shrdy and geologic site assessment for the proposed
residence and provided recommendations in a repon dated April 30, 1999, Job No.
199 239. The purpose of this supplemental study was to perform additional exploration
in the southern (uphill) portion of the proposed building area and develop additional
recommendations for the foundation design. The uphill area was previously
inaccessible to the drill rig due to the combination ofsnow cover and steep slope. The
smdy lvas conducted in accordance with our agreement for geotechnical engineering
services to Lucy Billingsley dated June 25, 1999. Evaluation of the geologic conditions
which could impact the site are beyond the scope of this study.
A field exploration pro$am consisting of exploratory borings was conducted to
obtain information un surface and subsurftce conditions. Samples of the subsoils
obtained during the tield exploration were testd in the laboratory to determine their
classification, and other engineering characteristics. The results of thc field exploratioa
and laboratory testing were analyzed to develop recornmendations for foundation types,
depths and allowable pressures for the proposed building foundaiion. This report
summarizes the data obtained during this study and presents our conclusions, design
recommendations and other geotechnical engineering considerations based on the
proposed construction and tbe subsoil conditions encountered.
PROPOSED CONSTRUCTION
The proposed construction is similar to that described in our previous report.
The existing residence on site is proposed to be razed and replaced with a multiple story
wood frame structure over a walkout bas€ment and garage. A drawing dated May 7,
1999 received from Conle Graybeal Yaw Architects shows a lower floor level at
elevation 8259 feet, a split main level at 8270 and 8Tl5 feet, aud an upper level at 8285
feet. Ground floors will be slab-on-grade. Grading for the strucnre is expected to be
relatively minor with cut depths between about 4 to 12 feet. We assume relatively light
to moderate foundation loadings, typical of the proposed type of construcdon.
H-P GEOTECH
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If building loadings, location or grading plans change significantly from those
described above, we should be notified to re-evaluate the recommendations contained in
this reoort.
SITE CONDITIONS
The existing residence and proposed new residence site is located on the south
side of the Gore Creek Valley about one mile east of the Vail town center. Ptarmigan
Road borders the property on the north and National Forest Service land borders the
property on the south. Slopes at the building site are moderate and are in the range of
20 to 257o. These moderate slopes abruptly transition to a very steep valley side within
about 50 feet ofthe existing residence. A residence is located on Lot 2 to the west.
Tract F to t}te east is vacant. Vegetation on the valley side to the south is an aspen
tbrest with some conifers. A well defined snow avalanche or debris avalanche track
characterized by an absence of aspen trees is located just to the east of the existing
residence.
FIELD EXPLORATION
The subsurface exploration for the project was conducted on July 8, 1999. Two
additional exploratory borings were drilled in the proposed building zuea ro the soutl of
the existing residence at the locations shown on Fig. I to evaluate the subsurface
conditions. The borings were advanced with 4 inch diameter continuous tlight augers
powered by a track-mounted CME-45 drill rig. The borings were logged by a
representative of Hepworth-Pawlak Geotechnical, Inc.
Samples of the subsoils were takeD with 13/e inch and 2 inch I.D. spoou
samplers. The samplers were driven into the subsoils at various depths with blows
from a 140 pound hammer falling 30 inches. This test is similar to the standard
penetration test described by ASTM Method D-1586. The penetration resistence values
are an indication of the relative densiry or consistency of the subsoils. Depths at which
the samples were taken and the penetration resistance values are shown on the Logs of
Exploratory Borings, Fig. 2. The samples wdre rerurned to our laboratory for review
by the project engineer and testing.
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SUBSIJRFACE COI{DITIONS
Graphic logs ofthe subsurface conditions encountered at the site are shown on
Fig.2. The subsoils encountered in this study consisted of about one foot of topsoil
overlying relatively dense clayey sand and gravel containing cobbles and boulders to the
maximum depth explored, 8 feet. Drilling in the coarse granular soils with auger
equipment was difflrcult due to the cobbles and boulders and drilling refusal was
encountered in the deposit in the borings.
Laboratory testing performed on sarnples obtained from the borings included
natural moisture content, Atterberg limits, and grain size analyses. The laboratory
testing is summarized in Table I.
No free water was encounrered in the borings at the time of drilling and the
subsoils were moist.
DESIGN RECOMMENDATIONS
FOUNDATIONS
Considering the subsoil conditions encountered in the exploratory borings and
the nature of the proposed constmction, we recommend the building be fouaded with
spread footings bearing on the narural granular soils or properly compacted granular
structural fill.
The design and construction criteria presented below should be observed for a
spread footing foundation system.
1) Footings placed on the undisturbed nanrrat clay and sand soils
encountered to a depth of 3 to 6 feet in Borings 1 and 2 ofthe previous
study can be designed for an allowable soil bearing pressure of2,000
psf. Footings placed on the undisturbed clayey sand and gravel soils
encountered underlying the clays and sands in Borings I and 2 and in
Borings 3 and 4 of this snrdy can be designed for an allowable soil
bearing pressure of3,000 psf. Based on experience, we expect settlement
of footings designed and cons8ucted as discussed in this section wiil be
about I inch or less.
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The footings should have a minimum width of 16 inches for continuous
walls and 2 feet for isolated pads.
Exterior footings and footings beneath unheated areas should be provided
with adequate soil cover above their bearing elevation for frost
protection. Placement of foundations at least 42 inches below exterior
grade is typically used in this area.
Continuous foundation walls should be reinforced top and bottom to span
local anomalies such as by assuming an unsupported length of at least
12 feet. Foundation walls acting 2s 1g14ining strucures should also be
designed to resist lateral earth pressures as discussed in the "Foundation
and Retaining Walls" section of this report.
The existing foundation fill, topsoil and any loose or disturbed soils
should be removed from footing areas. Boulder removal may also require
sub-excavation. The footing bearing level should be extended down to
relatively dense natural soils or reestabtished with granular strucnrral fill
compacted to 100% of standard Proctor density at a moisfure content
near optimum. If water seepage is etrcountered, .the footing areas should
be dewatered before structural fiIl or concrete placement.
A representative of the geotechnical engineer should observe all footing
excavations prior to concrete placement to evaluate bearing conditions,
FOUNDATION AND RETAINING WALLS
Foundation walls and retaining structures which are laterally supported and can
be expected to undergo only a slight amount of deflection should be designed for a
lateral earth pressure computed on the basis of an equivalent fluid unit weight of 50 pcf
for backfill consisting of the on-site soils excluding topsoil and rocks larger than about
6 inches. Cantilevered retaining suuctures which are separate from the residence and
can be expected to deflect sufficiently to mobilize the full active earth pressure
condition should be designed for a lateral earth pressure computed on the basis ofan -
equivalent fluid unit weight of 45 pcf for backfill consisting of the on-site soils.
All foundation aud retaining structures should be designed for appropriate
hydrostatic and surcharge pressures such as adjacent footings, traffi.c, construction
materials and equipment. The pressures recommended above assume drained conditions
2)
3)
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behind the walls and a horizontal backfill surface. The buildup of water behind a wall
or an upward sloping backfill surface will increase the lateral pressure imposed on a
foundation wall or renining sffucture.
hydrostatic pressure buildup behind walls.
Backfill should be piaced in uniform lifts and compacted to at least 90% of the
maximum standard Proctor densiry at a moisture content near optimum. Backfill in
pavement and walkway areas should be compacted to at least 95% of the maximum
standard Proctor density. Care should be taken not to overcompact the backfill or use
large equipment near walls, since this could cause excessive lateral pressure on the
wall. Some settlement of deep foundation wall backfill should be expected, even if the
material is placed correctly, and could result in disuess to facilities constructed on the
backfill.
The lateral resistance of foundation or retaining wall footings will be a
combinadon of the sliding resistaoce of rhe footing on the foundation materials and
passive earth pressure against the side of the footing. Resistance to sliding at the
bottoms of the footings can be calculated based on a coefficient of friction of 0.4 for the
upper clay and sand soils and 0.5 for the coarse granular subsoils. Passive pressure of
compacted backfill against the sides ofthe footings can be calculated using an
equivalent fluid unit weight of350 pcf. The coefficient offriction and passive pressure
values recommended above assume ultimate soil strength. Suiuble factors of safety
should be included in the design to limit the strain which will occur at the ultimate
strength, particularly in the case of passive resistance. Fill placed against ;he sides of
the footings to resist lateral loads should be a granular material compacted to at least
95Vo of the ma.timum standard Proctor densitv at a moisture content neax optimum.
FLOOR SLABS
The natural on-site soils, exclusive of topsoil, are suitable to support ligbtly
loaded slab-on-grade construction. To reduce the effects of some differential
movement. floor from all walls and
expansion ioints which allow unresuained venical movement-. Floor slab control joints
should be used te reduce damage due to shrinkage cracking. The requirements for joint
spacing and slab reinforcement should be established by the designer based on
experience aud the intended slab use. A_miuimum 4 inch layer of freedraining grairel
H.P GEoTECH
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should be placed beneath basement level slabs to facilitate drainage. This material
should consist of minus 2 inch aggregate with at least JQfr lstainsd on the No. 4 sieve
and less than2% passing the No. 200 sieve.
All fill materials for support of floor slabs should be compacted to at least 95Zo
of maximum standard Proctor density at a moisture content near optimum. Required
fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock.
UNDERDRAIN SYSTEM
Although free water was not encountered during our exploration, it has been our
experience in mountainous arffN that local perched groundwater may develop during
times ofheavy precipitation or seasonal runoff. Frozen ground during spring runoff
can create a perched condition. We recommend below-grade consffuction, such as
retaini4g walls, crawlspace and basement areas, be protected from wening and
hydrostatic pressure buildup by an underdrain svstem.
The drains should consist of drainpipe placed in the bottom of the wall backfill
surrounded above the invert level with freedraining granular material. The drain
should be placed ar each level ofexcavation and at least I foot below the lowest
adjacent finish grade and sloped at a minimum lvo to
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suitable graviry outlet. Free-
draining granular material used in the underdrain system should contain less than 2%
passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum
size of2 inches. The drain gravel backfilt should be at least lyz feet deep.
STTE GRADING
The risk of construction-induced slope instability at the site appears low
provided the building is located below the steep slope in the same area as the existing
house and cut and fill depths are limited. We assume the cut depths for each level will
not exceed about 10 to 12 feet. FiIIs should be limited to about g to l0 feet deep and
essentially not encroach the uphill side ofthe residence where the slope sreepens.
Embankment fills should be compacted to at least 95Vo of the rnaximum standard
Proctor density near optimum moisture content. hior to fill placement, the zubgrade
should be carefully prepared by removing all vegetation and topsoii and compacting to
95 % standard Proctor density. The fill should be benched iato the portions of the
hillside exceeding ZOVo grade.
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Permanent unretained cut and fill slopes should be graded at 2 horizontal to
I vertical or flatter and protected against erosion by revegetation or other means. The
risk of slope instabiliry will be increased if seepage is encountered in cuts and flatter
slopes may be necessary. If seepage is encountered in permanent cuts, an investigation
should be conducted to determine if the seepage will adversely affect the cut stability.
This office should review site grading plans for the project prior to constmction.
SURFACE DRAINAGE
The followiug drainage precautions should be observed durfug construction and
maintained at ail times after the residence has been completed:
1) Inundation of the foundation excavations and underslab areas should be
avoided during construction.
2) Exterior backfill should be adjusted to near optimum moisrure and
compacted to at least 95Vo of the maxirnum standard Proctor density iu
pavement and slab areas and to dt least 90% of the maximum standard
Proctor density in landscape areas.
3) The ground surface surrounding the exterior ofthe building should be
sloped to drain away from the foundation in all directious. We
recommend a minimum slope of 6 inches in the first 10 feet in unpaved
areas and a minimum slope of 3 inches in the first 10 feet in paved areas.
Free-draining wall backfill should be capped with about 2 feet of the
on-site soils to reduce surface water infiltration.
4) Roof downspouts and drains should discharge well beyond the limits of
all backfill.
LIMITATIONS
This study has been conducted in accordanee with generally accepted
geotechnical engineering principles a^ud practices in this area at rhis time. We make no
warratrty either expressed or implied. The conclusions and recommendations submitted
in this report are based upon the data obtained ftom the exploratory borings drilled u
the locations indicated on Fig. 1, the proposed type ofconstruction and our experience
in the area. Our findings include interpolation and extrapolation of the subsurface
T H.P GEoTECH A
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conditions identified at the exploratory borings and variations il the subsurface
conditions may not become evident until excavation is perfonned. If conditions
encountered during construction appear different from those described in this report, we
should be notified so that re-evaluation ofthe recorunendations may bernade.
This report has been prepared for the exclusive use by our client for design
purposes. We are not responsible for technical interpretations by others of our
information. As the project evolves, we should provide continued consultation and field
services during construction to review and monitor the implementation of our
recommendations, and to verify that the recommendations have been appropriately
interpreted. Significant design changes may require addirional analysis or modifications
to the recommendations presented herein, we recommend on-site observation of
excavations and foundation bearing strata and testing of suuctural fill by a
representative of the geotechnical engineer.
Sincerely,
HEPWORTH . PAWLAK GEOTECHNICAL. INC.
Thomas J. Westhoff
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Reviewed By:
H.P GEoTECH al
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APPROXIMATE SCALE
1" _- JO'
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BORING 3
a
LOT J
-//
,//
LOT 2
-rOtr-
NOTE: BORINGS 1 AND 2 WERE DRILLED
FCR PREVIOUS STUDY. JOB. NO. 19S 239
APRIL 30. 1999.
EX'STiNG
DECK
199 23S HEPWORTH _ PAWLAK
GEOTECHNICAL. INC.LOCAT]ON OF IXPLORATORY BORINGS
BORING 1
ELEV. = 8256.0'
BORING 2
ELEV. = 8256.0'
BORING J
ELEV. = A275.5'
BORING +
ELEV. =' 8272.3''
27 /12
w27.9
-200-65L!=J5
R-10
17 /12
TG-ZO.8
DO-l(D
1O/6.1o/O 1s/tz
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-2OO=51Ll.=28
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Note: Explonotion of s)rmbols is shown on Fig. 3-
199 239 HEPWORTH - PAWLAK
GEOTECHNICAL, INC.LOGS OF EXPLORATORY BORINGS
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LEGEND:
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NOTES:
m A'PHALT PA\€MENr.
MANPLACED FILL; sond ond grovel rood bose, medium dense. moist. brown.
IOPSOIL; orgonic cioy, sitty, sondy, medium stiff to stiff, moist, dork brown.
CLAY AND SAND (CL-SC); with occosionol gro,rcl, stiff to very stiff, moist, brown.
SAND AND GRAVEL (SC-GC); cloyey. silty, with ongulor to subrounded cobbles ond boulders,medium dense to dense, moist, brown to reddish orown.
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n Relotively undisturbed drive somple; 2-inch l.D. Colifornio liner somple.F
:t
I Drive scmple; stondord penetrotion test ( SPT ), 1 3/8-inch l.D. sptit spoon sompte, ASru D - ]5g6.f
)-7 /11 Drive. somple, blow..courtt;.
_
indicctes -thdi 27 btows of o 140-pound hor,nmer folling 30 inches were^'1
/. - -'
!' / t t ,"quired to drive +.he Colifcr.nio or. SPT sompler 12 inches.
Deoth ot which boring coved following drilling.
Procticol rig refusoi- Where shown cbove the bottom of the borinq, multiple ottempts were modeio odvonca ihe boring.
1. Borings 1 and 2 were drilled. on fdcrch 30, 199S ond Borinqs J ond 4 were drilled anJuly 8,1999 with o -inch diometer continuous flight powei ouger.
2. Locotions of explorotory borings were meosured opproximotely by pocing from feotures shownon the site plon provided.
3. Elevctions cf explcrotory bcrings were obtoined by interpolotlon'between contours on the siteplon provided. Logs ore drown to Ceoth.
4. The explorotory boring locotions ond eievotions should be considered occurdte only to the degree impliedby the method used.
5. The lines between mcteriols shown on the explorotory boring loqs represent the opproximote boundories
between moteriol tlpes ond tronsitions moy be groouot.
6. No free rdter wcs encountered in the borr'ngs of the time of drilling.
Fluctuotion in woter lewl moy occur with time.
7, Loborotory Testing Resuits:
WC: ltloter Content ( Z )Do = Dry Density ( pcf )+4 = Percent possing No.4 sieve
-200 = Percent possing No. 2O0 sieve.LL=LiquidLimit(z)
Pl - Plosticity Index ( Z )
HEPWORTH - PAWLAK
GEOTECHNICAL. INC.LEGEND AND NOTES
€ RE fl6t us' sT foato o.ErR sEUr{E AO cs
2,+ lli, 7ln{l Hlt 15 xll. 60 ||ft19 r.r. a rrr. 1 tat{.rmffi
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DTAME'IER OF PARTICLES IN MILLIMEIERS
7&2 tsa 20!
127
GRAVEL 37 14
UQUID LIMIT 2A Z
SAND 32 Z SILT AND CLAY
PLASTIOTY INDEX 8 Z
31
SAMPLE CF: Cloyey Sondy Grovel FROM: Boring 4 ot 4 Feet
1S9 239 HEPWORTH - PAWLAK
GEOTECHNICAL. INC.GRADATION TEST RESULTS
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AYALAI{CM-LOADING ANALY$S
BILLINGSLEY RESIDENCE
VAIL, COLORADO
. PrrparedFor
Ms. JilI Sprch
Cottle Graybcal Yrw Architccb
PreperedBy
Arthur L Mearq P.E., Inc-
Gunniron, Colorsalo
ftly,1999
trpPendtY h
1 OBJECTI\IES ANDLIMITAT]ONS OFREPORT
As discussed wiffJill spaeh and llans Bergtund during my Ste visit rn June, this analysis
and report have the following objectives:
a- Calculation of snow and debris avalanche dynamics (yelocity, inpact
pressurc, flow thichess);
b. calculation of impact and depositional loads on the proposed Billinsley
residence; and
c. General discussion ofthe hazard at this site.
This report also hes thg following limitgtions which must be understood bv all those
relying on the results:
a- The report is site-specific and therefore applies only to architectural details in
the Cottle Grayteai Yaw dnawings dated 54-99; sigrrificant changes to these
plans may invalidate the results;
b. Only snow and debris avalanches have been considere* other hazards at this
site, if any, are beyond the scope of6is repor! andc. change to the terrain or forest cover could increase the probability of
arralanches.
2 TERRAIN AND AVA].ANCI{ES
The building site is located at tk base ofa steep, aspen-covered colluvial slope (Figrne
1) typical oftlose iD Vail. Neither snow or debris avalanches have been observed on the
slope directly above the proposed house even though it is sufficiently steep for zuch
processes. Futhermore, a house has been locared at thc site of the proposed new house
for app'roximately 30 years and has not been impacted by avalanches.
^A
field inspection
conducted during June, 1999 indicated no evidence ofavalanches during recent decades,
study of aerial photographs taken in 1939, 1950, 1962,1974, and l9g4 likewise showno
evidence of avalanches at this site. The above observations indicab that &e rcturn
periodl ofavalanches is on the order ofat least j0, possibg 100 years at the site.
Despite ofthe lack ofsnow or debris avalanches in recent decadeq such errents are
possible at this site and must be considered in desip according to Toum of Vail
ordinance. Recent years (e.g, 1984) have p,roduced widesp,read oramples of debris
avalanches on slopcs similar to the subject sitc. Thesc debris avalanchcs have torn out the
aspen forest including the root qFstem and some ofthe soil cover, thereby incorporating
Iarge arnounts ofsoil, roct and vegetative d€bris into the snow and depositing ihis aedis
' Rcturn pqiod - The werage id€rval, in pars, of an avalanche at the propored hlilding site. Th€ r€tur!pedo4 T' is rccryrocally rdated to tbe consant amual probabrlity, P, therefore T = Ilp. This pmbability
does not change after an avalanche ocsrrs unless the terrain or forest cover is subEantiallv altered.
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a! t!9 basegf the steep slope. Narow doumslope scars in the aspen forest in locations
-simitar to that proposed for tle Billingsley resid.ence indicare tbat debris avalanches bavebeen common on the slopes above east vail. The widespnead darnage fiom debris
lalanches in l9&4 promped tle Town of Vail to map a.f.i, un"tao"ne areas The.Billingsley site is wittrin a defined debris-avalanche area and therefore,"q"ir*,
mitigation according to Vail maps and the hauxd ordinance.
snow avalanches are also possrble at this site md would become more likely after a
dcbris avalanche removed some of the forest Snow avalanches would consist of either
@ o1 we! snow. The dry mowvaricry wo'ld achieve velocities in €xsess of those
associated with debris avalanches and would tavet farther into the nuror.r zone (stoppingin Ptarnaigan Road). However the dry snow avalanches would be of much resser oouanidensity and would not produce impact pressures as large as the wet debris'avalanches.
3 DYNAI{ICSANDIMPACT
Because the dynamics ofsnow and debris avalanches have not been measured but arerequired !9r desiga they have been calc'lated using the best available methodolory.
Specifically, the following procedure ruas used:
a- A dry-snowavaranche stoprpingposition onhamrigan Road was assumo{,
a debris-avalanche stopping position between the pioposed residence and
Ptarmigan Road was assr.rmed; both are consistent wiih obserri-ations of
-ajor eveuts in Vail that have been observe4b. Given the stopping position assumed in "4"velocitywas comprfied as
given inAppendixtg
c. Itnpact pressurc was comput€d assming a density, p: 150 kg/m3 fordry
snow avalanches and p -- 450 kg/m3 for the wet debris avalanches;d Flow thickness was assumed to be 1.0m for snow avalanches ard 1.2m
from debris avalancbes;
e. snow depft on the gmund (at the south sidc of the house) was assumcd to
be l.0m for the dry snow avalanche and zero for the debris avalanches.
Given tlre aboye asqumptio,ns, the existing terrain above the building; and the dynamics
calculations, the following impact velocities were computed:
Dry-snow avalanche: 10.4 m/sec (34.1 ft/s; 23.3 nph)
Debris avalanche: 6.9 m/sec (22.6 ftls; tS.S mph).
Both of these were used in impact pressure calcurations given in section 4.
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4 PRESSURES ON BUIIDING FROM AVAL,A},ICHES
Pressueq calculated as discussed in Section 3, act against 1trs flat souft or uphitlflfiry
umlls 'd" *B'" and *C'' labeled in Figure 2. The rrertical distn'bution oftnese press,rei
are as shoum in Figue 3. The following additional fac6 should be considcred urten
incorporating these pressures into finat sfudural eugneerin$
a Although snow and debris avaranches have been considered separztery they
do not occur simultaneously. The loading diagram is a composite ofthe'\rorst case" conditionb' The v{cal pressure distribution is tiangular in shape, decreasrng linearly to
- zsro at the top of the pressure wedge.
-* ". some vegetative debris (primarilytp* * tunks) wiil be carried into tbe
house at a velocity of 15 firtlsec.. point inpac,t loads from these tr.ee trunks(up b 6 inches in diameter) should also be considered.
The impact loads glven may require multiplication by an impact factor, F[.
Thc value ofFI ranges betq.€n r.0 and 2.b. Determination of the val'e or
d is factor is the responsibility of the structral engineer n&o must take the
free period ofthe stnrctrne and the *rise time- of inpact into considermion
(see "e").
The rise time of aralanchc inpact (time from initiat impact to maxim,m) is
0.5 seconds.
-)' Tabte l lisrs tr€design impact press're (gr@ricar valrrcjggp-ggi+gpasl' facpr. FI), and the total height-measurei-t
"""urcdge.
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t4 Wall Surface P..* (at gade)H (Ht. of pressrre u/edce)A&C 450 FI psf 15.6 feet
B 250 FI psf 13.3 feet
5 HAZARD TO RESIDENTS AND OTI]ER USERS OF PROPERTY
The proposed house is located in a defined avalanche area and thus users of&e properry
d'ill be exposed to some h:zad v766 rning frcilities on the south side of the building.
-
As discussed prwiously, th9 return period of aralanches is on the order of 50 to 100 years
(roughly a, 1.o/o to 2% annual probability). Because people are generally inside durini G
stormy conditions producing the snow avalanches and will therefore bi exposed u *-*U
percentage oftlq time, hszard will be very small. The hazard could be sipificant if the
patio arca is in use during string thaw periods uihen wet snow and debris avalanches are
most likely. To limit exposure on the patio are4 users should avoid use of this area
during ttte spring thaw periods rhat are most likely to produce wet-snow and debris_
avalanches.
h
6 COMPLIANCE WITI{ VAIL HAZARD ORDINA}ICE
The proposed Sillingsley residence will not deflect snow or debris avalanches onto any
public or private properfy and is therefore in compliance with the Tonm of Vail ha"ard
ordinance whichprohibits any such "advetrs€ deflestion.,'
The proposed house, if desigred to resist the forces as outlined ii this report, willre&rce
tle hazard to areas below, or north of the house.
Report prepared by,
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}frrd l\fe{p
Arthur I Mears, P.E.
Avalanche+onfrol engrneer
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138
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l-
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li')
-;
!;
i-
iLr
(Q
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ry:I
l*-:--:==Ey"=:H i:H ..-tr=;-r'dj
diF i !8..:*\.
'..--a
,t --l,r* |
."{
XI-r'-
,r "'-T--'tI +..
Itl--l'i* .'t-5*,=)1"\ iiil i $ ;
-:'-'-*-,
Scale- 1:12000 (1" = 1000')
oo
AVALANCHE
#..-
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bbr
FIGURE 3. vertical pressure distrbutions on ural surfaces *A- 8," and. *c.- pressure
disribution is linear. Note thaf nuurerical values must be muhiplied by an impact factor,
ft
#
I Bffifey Residence. vail, colofo
INPUT DATA
SEGMENT LENGIH(n) ANctE MIJ M/D(n)o 98.0 38.7 0.2s 501 88. O 33.7 0.25 sO2 7L.O 31.0 0 .25 503 29.O 24.4 A.25 sO4 31.O L2.4 0.25 sO
VELOCITIES. SEGMENT V(top) V(botton)O 0.0 n/s L4.4 n/E1 14.3 */s 13. 1 n,/s2 L3. 1 rn,/s L2.2 m/s3 L2.L m/s 10.4 n,/s4 to -Z m/E 4.4 n/s
. Avalanche does not stop.
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I *T 51*n^{**t+ velocity disribution ofdry+now avatanchcs from ttre
I
starting zone at 8'800 feet elevationio Ptr*tic* R;at g260 feet elevation.
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BilliOfey Resldence, VaiL, Cof$o
INPIIT DATA
SEGMET'IT L,ENGTH(m) ANGLE0 98. 0 38.71 88.0 33.72 7L.O 31. O3 29.O 24.44 31. O t2.4
VELOCITIESSEGMENT v(top)0 O.0 n./s1 LO-2 m/s2 9.2 m/s3 8.5 rn,/s4 6.8 n,/s
Aval-anche stops at
APPENDD( A Longitudinal velocity disuibution of uret snoVdebris avalanches fron
the starting zone at 8,800 feet elevation to ptamrigan Road ag,z@ feet elevation
MU
0.25
o.25
0.25
0.25
o.25
V(botton)
1O.3 m/s
9.2 m/s
8.6 n/s
6.9 tn,/s
0.0 m/s
25m
M/D(n)
25
25
25
25
25
8d
r e'_____jg/ ro, rlt: r{:.rJ :ruoql
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Junc 10. leCg
tl.. Jil ap.dt
Conlo GrrtD..a Yrw
A}< I TLARs
AtrTI}IIJR I. 'MEARS, P,8., TNC.
Nrnrrl flrrerdr Conrulaau
tt5 Corly n6.i llt
Ollralro. Colcr& ll3lt0
lll/Frr: 9706t t .1216rrrOrd.m
o
PAGE B1
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373.7 U.a. HigltEy t, Sdt. zO0
Avon. CO tlclo
RE: F.triltit rn f'!btorh.udrnnetrtbn BnfngcbyRrdrtnoc, Vd
Omr lrtr. Sprdr:
Ar ,rqucdcd lod.y
'y
Htir, $i! ttrttor d190||!il! thc tcarlbllty rnd torm d. h|rrl+rflriesthn
!!!.m .t ilr. pFpood anngrrty |tlidcttq! |n val ||td dcsiDc iil g|Dvtrtoor of tho iown otV.fl h.r1d ori|nr|rc. uil ba ribitLd.
Hu.rd Potrn0d
tfi! p'opo'$d h/ffrilng, bcft'C Of llt poittson n th. b.ta of r lbcA rtp.tr@vcr{, .nd
Ffcflillrlly unt.bL iotl ||rd rnou rtogr, r! .ryorit lo (hbrlr andof |,rff avrlanchrs. frudnounJ.bla €ndiloni, dorer rtotr or rhbrf ryrirrrctro r|t oapablc d rnFctng thr proFsad lllc.rld buHne rtln l|cnad on Tfrn ctvat mrF. lh. rvdmdri crn cirteln got riro woprrttwmn.dd rh,.rr r,fll rdd ro orc knpacl rrurgy. con$qu.flth, moedon w b. .!qujn!d to pruccr
|nO DuHaOe .ttd tttdanE, rS ClrCfC UlOrv.
Milbflen
I Econnncnd I dl.d-roction dodgn rtrlch wtil pru\fft nllerbn Dt ]rinfod|'g rhc b|"l(nphlr or rodh) Frll 0t thc |roetc, Al window .nd door op.ntigr utnin uc lmpri ncpnr nurtdro rr tl lhc tnp.cl prq$,r|_
To dlt mrlrF (httn drr.b tho totodoe d.gt dlt br Ekurj
. c.lcuErc rhG rrd.nchc Fnuw rnd drbtlt) vdodrt i rhr brct ol rrre hourc:I codrPut! l|tc Fnp.ol prlrelr! rnd lmpacl hrtgrrr o-n u!. rrpord ral;r uta tha (t rlvad hpacl d.L tbr in ctu.rl r'relmcr,lne .nd.Git.durrl d.t tr.
l,lonc Ot thQ $Ort JGf hft. b..|r Ltcrt Thcy rqrdf! ,nlr0.ci6c.n$b |! | dolcrtbed inmt pmpo!.t ltnffotJ|'tf tt. teCe. A4tdoorfr, St, potcilH titrr,Ulo ri*''fl09 116 o0rorurcr ol tnc qDf',ftl dl b d.lcdbd in my rrport.
ComoaLnc. rlh.Vil h.rr|d tE||lrlb.r|
Baad on rnt ogarlcoo dh thc d6ton of h|r.|rt milgauon rtnrcaurG ln vall, olhoa pmr otcobfilo. rrit rh|oqtrcd rbth Arwrc.. I h0ott nrtldrnorr oan D. (hlhmd to pmriot!F.c{: .nd lo corn y i,rr Tourr d vil her.nt rquhfione ge.d0cJt. dt |tdven iccti{rorwilHF ch.Fltr 2t of th. le6 nurd rleudofi! wtl bo trilrilad' wiln |hc'trille.tbn rttk$ ro ultlbc ruc lo doJen' h- .r0arl.r tno hrrtirp end ocarp.rir wil b prot ctro rio ttrc sror.no
daDds rvdlrcm! w|il not hal|la tnr hrirtu to ornir gnver or duilc prooilt.
Slnocrdt,
AvahndFcorilrol onellioat
llrrr llSrtrt. ivalndrrr ./|r&*|. Ca,,af 6lh'.r-f
tilRACOlf
H
8oo Park Dfue
RO. Bo99o
Clrvabnna, MN 55060
so74s1-9585
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meL€Fd/erfr' GlffiHbrrcP/flonn
EA.X..g.e.!r..F-R.-qH.EF._T.
DAIE: Decernber 17, 1999
To: JillSpaeh
cotue Graybeil YawArcfi,
Avon, Co
FRoilr Roger Skiuzacak
Virqcon
TIIfE;
FAXr
3129 PM
97&74&1s18
RE:
cGi
Blllingsley Residence
Garret Henson & DeAnn Ditbich
PHoNET 800€33-0482 Ext# g'199
FA)c 507-444"3555
tNl"LFoC 507451€178
Number of pages inclqdlng cover sheet 2
Tlils is to eontlrm our discussion re-gadhg the glass makeup lnficrmation provlded by Don Vild,
The glass thickness' he notes are br eactr of the s plies, so'br the e plei of o.or FT ffullytempepd) the plias need fo be %' glass (0,73') as d\e next thinner gliss avallable is Va' 1b,ef1.
Fortle 0.53" and 0.51'FT plies Tz'(o,4g')glass plies can be used. Forthe 0.32" and the 0.S?.3/8" (0.37) glass plies can be used. Tie'h,pilei are slighty thinnerthen the recommended
nrcKness DUt Don's calculations were with a safety factor of S,
I have att€ched a.copy of Don's comrnenb about the safety fuctor. As Don indicated in his earliercorespondence' Viracol car.t provlde his information, but ive cannot'take arrv Gponitn1iV foi'-he astral glass cfioice for thls avalandta exposure,
yll1pffF:^111.._.^lPJght limit on taminared gtass of s00 pounds per unit, so he 3 plies of 5/.,
gEss that weights zs.z pounds per square ioot (9,9 psF ier ply),'must be resticted to amaximum size nf 1Z sF,-We can buiti the 3 ply'taminael gfjslJiryitir *;f g.eesFtoi s pties anu
F" e/a" glass 14.7 PSF.ior 3 plies.to trs 2a sF size origlnaiiy r.qr;&, The pvb inicrrir=" - -
betreen the FT glass piles w6uld be 0,060.
A customer of Vlracon's that should be able b provlde the glass br this projeet is Metrooolitan€5*ffi331F sffi
Please call wittr any additional questions.
4.3,1PCS5/95
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**al-t .r- rfiilp, p.E,O
aoEUttsfiff
d.eggAf.lD ELAZNG
P.O. BOX7514
QFEoON, Ol.lfo 43E16
lb(
Viracon
SUR ECT: Bitlinssley
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The hidacsses llsd in fre taFle on pagc Z d W FA)( aro tlr ficknessac for
eadt ply. They are base{ o1 a sffi tsdor of 5. tf arrohq sSry hdor (sf) is
used th€ hickrpssae in ilre tlble can be multlplled by (stqtE- For a saFty fa6r
of 2,5, bf example, fhe hlclqpsses raorrld be multiplied by 0.71.
Donald J. Mld, PE
r'ilorGr tgl4nrn)FAxl.tt9)€gl{|'fE
h
vnACOil o Eoo ParN Drive
PO.8q990
Owatonna, MN 55060
507-.451-9555
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I"rhe lflader in cl$ f?/bilcEitlqn^
Fnx Goven Sxeer
DATE: October 19, 1999
To: JillSpaeh
Cottle Graybell Yaw Arch.
Avon, CO
FRottr Roger Skluzacek
Mramn
Billingsley ResidenceRE:
GC:
nuE: 6:00 A. M.
FAX: 970-748-1518
PHoNE: E00-533-0482Ext#3199FA,c 507-444-3555
fNTLFA)( 507451-2178
Number of pages including mver sheet 3
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MESSAGE -- .
I have novv received tlre response from a consultant Don Mld who has prcvided an option to be
considered for the glass on this applicaffon.
He is recommending an outboard glass of biple fully tempered laminated glass, whh a rrented
airspace and an inboard insulating glass.
As he indicates strucfiJrally glazing the laminated glass rvould be recommended to aid in glass
retention.
He has made several FT laminated glass thicknass reoommendations for the different load levels
that would be closest to the following;
The 0.68' could be 3 plies of %" (3 x 0.219' = 0.066) witr two 0.060' polryinyl butyral (pvb)
interlayers.
The 0.53" and 0.51'would be three plies of 3/16" glass with two 0.060' pvb interlayers.
Th€ 0.32" and the 0-37", would be 3 plies of 1/8" glass with two 0.060" pvb interlayers- Viracon
for one, does not fully temper 1/8" glass so we would need to change the glass thickness b 5/32:.
Please review Don's comments and call me wih any questions.
4,3,1 PCS
b
JJOEJ' d l.fr]3UUIA l^lJ?S:8E 66, 61
Fl-
G,*auEr J. vrl..r, r.=.O
CDTEIILTAJTT
GtAESAtvo q,Azlt{G
,x7514
)Fto 4ct61E
FAX NUIf,BER: Scr/ 4'tlssss
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Fge il my opinion lhis is 0re t),pe of inqwy ufi€re viracon migfrt prwide sorne
idormation hn not reornmend stake any ieslmsibxtyfatrre glsss sd6dion.
CalqJations uere mde based on lhe tuto biatgula loads sfroram and an avalancfie
speed d 15il/sec The hlro tiangdar lmds a€ .tso Psf x inpaci fada rat tha
base with a 15.6 ll fr€tght arrd 2s0 psf x irnpaci factr with a h€*fi of 13.3 ft.
fie irpad pre$sune oepends upon tre riguty of tte sfilcfrrra being imp*{ as well
€s thE avdanctt sp€€d. _Tlpicallythe sHb iressure might le OouEeaj resr.rtting inpr€ssurcs d 900 psf atd Sm Fef st the Uae 6r up buildirg.
Becase of the se\rere risk sttdd ghss fuitrra ocur a efrry f€der of 5 r*ould beappropritr, Aso fiom tre-frdpoint qf sauy, gilass r€tefoqt and toeping thetftidoess within reason, cablations rrtere based on a lanrinalinn sf Uree'pt6 C
bmperedgtass.
JB tfgttg componerrt is the uei'ght of the rprooEd aspen fiess srd ottrer d€bdsthat might.sffike trte g[6ss. ttriless tis is
-spedfcd
he seledon of gFss isqws6onable.
In the bllovving taHe ae lis€d tte catajsted ghss ttrid<rresses at the base of the
Filding and a br irrErmediate pointe These are fcr fte maximurn glass size d 6ftx4 fi-
HrcnEpqFrea
E/Z'd
FAX(tltglg5.rm
Mnacon
NOfUUIA l^ltZS:gA 65. 6T I-fO
o
qeb?,,41
Heightabowcracb A50psiln5.6tt r*,a$ .^
,*psffi33tt . -,,on 3pries o.6a Fr Y;:irO 3pties 0.s1. Fri'&
6fi 3pli€s O.Sg FTtfr\z 3pfies 0.37' Fr i.\1"
f -..3plbs 0.3? FT ,orti tlga'e
l4'71'"6'
Tlealalated thidarsses (as opposad tc the adual arrailabl€ tHclrnesses) are l'r$ed
lo dlly a$rstrnertts to be made sfpnld an altgnab safEty factr be seleded.
En€rgy codes will clcide tfnt insulatirg gilass be r.rsed. lt is nct pnadical b
@ri@ ar igu wih fF trthk gfasses l'!sted. It is sagesFd trat the lnsrry
leminsted glass be glaed ouboerd wih comrerrfronal igu inbosrd. The space
Ftr,Eclt tte h€ely lrninaFd glass and the lgu shilld be verftd to dlov vapor
presst"re eq"ralization of the space wifn the or.ildoor air.
As e rdsted Ls$.t the glass frarring must be c+Sle of uihstandirg thts
avdandre loads and re,taining tle gbs. This may reguire that the heavff
kaminated glass be bmded to the ftarre ndh a sfrud.rrd siliome sedant
Ocbblr17, lm I
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-+ la q.' is bolst- f'n'un "+
4,i
12ft
r Psge2
E/E'd
()^"w
No3UdIA I^IJZS:8a 66, 6I Lf,O
-.+-Doneld J. Vild, PE
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Fo ParkDtip
P.OBo(ssOrffiE. HHSEm
5Cr/41-€555
'lt7Gte5df,'Dt ctsssFlrcfrnd
EAX.S.gV .EB-SHEEI
DA[E: Septilnbero,19S
lIx Jllf Spa€h
code C|aAdI YmArcfr.
A\rdt, CO
Frcft Roger Skluzacek
VFacon
Ire
FAX:
9:37 Aftrl
97G74&1518
RE
ce
Blllhgdey Reidence
Prsrc! 80G533{l4E2Ed#31SFAE 50?444r16i55
trTLFAx 507-451t17S
Number sf p€ges lfdudlng coar sheet 4
MessAee
A$ecfred ara g&ass sfr€ngffi anahrcb tun a hmitrabd hsulatrq glass maka ups br 250 and the
450 PSF avabndte load. A 1 916'hmlnabd glassutl{tr all libs Emperu{ ouboard llb :4
empemO ard lhbodd lib a 91dbnpercd hnirr#d glas€ (1/ r10.060 pvt/ !d?. i
I also lnduded a make up b witrsiand a 2d) PSF a/alandE l€d. Thb b he same as abole
ercegt tre Inboard llles arc heat-sfer$tened ghrs. Slnce lhc avabnde led b le ihcn 30 b
60 secsrds In duratloh he bad hm been gtbrd as awind load rafierften a sntlfl bad, whldt
ls a brg bltn load.
I am unitng assis{ance tlonr an oubide consu}htrt regardrc fte poffi @ of tre aryen tes.
lf the glass ls brcken lt rvould not be capable of wihstandhg tF avalehdre. I have not dap thls
type ot analyols pevlo[tsly ard fiat ls atto0pr r*il]on I am wldqg oubid€ supPort
I wlll be or,il the rreek of Septernber f hJi back on th€ 13fr. lf you rreed lmnrcdiab ssslstanca
u,ih thls conhci Dan Wa6d( d x 3284.
4.3.1PCg6r95
o
computEr structural
of tre glass lisbd belour eulpcted b wind snd snordo€ds
Three rralues are debrmlned: def,eciion, prcbability
of glass brcakage, and deslgn facbr.sg! l!a. 1
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Proiec'tt
Gustomcn
Ty'pe sf Glass Sptem:
LessGr Gl*s Dlhenslon:
Grs#rGlalr Dlmenclon:
tYlnd load m Glass:
grow/ Dead load on 6lass:
Blllltrg.by tudd.m.
Clotte GrrytelYrn
Inrula{ngr lrmltried Glass
Thlckhess (ln) and klnd of Elass: lnrt .1r41{s } l/+fs
h.uHngdlr.
4t 0hcf|!5t
72 (lnotsl
15o (Ftl
0 (F4
trAxmuir DEFLEcTIoN(tn):trg d
ES?ITATED CI{ANGE IN SPAIII;0^09 (lnclml
BREAI(S PER IOITI:90 (t{otAcclFilrbbl
DESIGN FACTO* (*tdlld beH.5)f37 tltlotAscrptrbh)
IIOTE: Itr u.| oth$.rd Ch h.rU |FCkdon hrtb anocdd tbt d rpoinoo billEl.. V||ut da
rd rr*nnt gars ldrt lfrhr A|lho|{t v|]Er dc.. nlF$at i.mprd d||. lbr otntn b|ildtt ?Ct!dct!
lrb rfidr5 rd b cadlrd !. rrEdrtlrdotr lb tE, h lt tb dlU ef ft t5ln Fblorl b cadtl
tfrfirppamddi.atn rrd lhE lttt
t' Pr.n.r nob thd fir l*Ft glrr'rEr qcrd t Indr drllrcdon - mclnul dcdgn lod ild
Crilld t jjvl.u.d bV trr derl$.r. ?hc ffidorr wl[ nd dfecl g|lr litEldt ft. ndlcl|ott [t
chrl !ft. tilt lrgl &cnn tig lad lecltlilcl cepdty or tnaur thr hdql pctlb{bff.
of \rarhdon tur Elas6 ffit are anr.reabd - 0.26, hed - s&QngttdGd - 20 4!t !!!!Pq€q ' .15
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{-SIDED SUPPORT
computer
of the glass lisbd belor sublect€d b wind and snowloade
Thrw values are daennlned: dsfrection' prcbablllty
and fac'tor.r!|!ft4r1
Prol€ct:
Clptomen
Type of Glass SYstemi
Thlcknecs flhl and klnd qf Elass:
l-.ssef Glass Dlmehsion:
Gledbr Ghss Dltnenslon:
Wnd load on Glass:
Shw, D€ad load on Glass:
itAxltut DEFI-EGTloN(lhl:
Bnnngd.tRlCderE
CothffilYr
trrulrttr& Lrrillhdul chrr
r/4Fr-il4FTril{T
aE 0nch.4
7:l (lrd|cl
.80 (Ft)
o (rdt
IndrtlldGlrg
I
12t rn*
ESnilATED CI{ANGE lN SFANI 0rraficl
(Accepi$te)BREAI(S PER IOOO:
DESIGN FACTOR: (should be >e2,5)z.7a (|csr$bbl
lptt: T,'h. u.| db|nFd !h. h ||tt.Dealcdo|| }a Ur ..cclrd rllr drporfrrnr btr&* YtF|| dc
rj.rrt|rt d-f rdl* ilrt} Atulor[b tHcdr do$ rt?ts1 |trFd lbfilEdJn bdllqepHor
hb.lF|lld ndb. condltsd r r |rq[nr|dEon tf u... f h fi. tuv€llfta irtcn gtuhatqrt b clrd.lr
ttf trrtqr ettcl qrimfrd gbr tr
r Pblr ndi trt ttrr |altlt Ebt .inr tEE d 'l lnr{r ddleclbn t ttffim fuldn lod rtrll
, rhould bc tud.u'd by tl. dltlen.r. Thr drd*don U{[ nd dhcf thlt sinnflh. fi|. Ildlc{on In
ghr blte wll notdrcncrthrlod ncrl{|ct cep|clu orlneilrrllhr rrdg ptlldw.
of wridon b slc.E stengh m arnelad - 025. hcd - lo€ttdtln d ' 4-gd-!EFeled-' . 15
compubr consHens
of thc glass l'rsted belon subpctd b wlrrd and snophads
Thrce vElues arc dehrmined: deflecflon, prcbabillty
brcakage, atd [|!tr 4r I
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Profect
Glrsilnen
Tl'Fc of Glas System:
Thlckness (lh) rnd klnd of glas:r:
Lesscr Glass Dlmensbn:
Sreatrr Glass Dlmemlon:
Wlnd load on Glass:
$ror/ Dead led on Glaqs:
Bllftrgdty R:dd.nc.
coilf,r Graybed Yr*
lmuhtln!, Lsnlnrird Glel
tr4FT .,tt4HS r.lrfHs
4E (lnrfirf
n (ltcfirl
2t0 (F|t)
o 0ltttr
lmuffng Gla
MAXIilUM DEFLEGT[ON(lnf :,l.ol ffi
ESTII|ATED CI{ANGE IN SPANI 0.06 (hdr.!)
BREAKS PER,IOOOI 2 (Aqtablr)
DESIGH FAGTOR: (ctrouU be >'4.9
CtE: Th urr olimprrd {rre In rtry eplhaltotr hs tb rrlod.bd fte C.pqdrnF|. BLIl} Ut|Een da
rdx|il* C.r rah* bnfrgr. AltlHth r4;€t dcr runpf nnmd lbttu {t|l|r bslfie |Fpllcdor!
{d| lhouh noa h! Eddr| l-. icrilnddq|tr|! .tbtfi! dutlCftarh|lnFrut alqfl b Go,tdia
tb b*el pdtdd ortmprd gb rn
* Phu nd ttd ilrr lrg.d glsr rE E re..d I lnr*r ddldbn d lrdruln drlln lod and
drorld be rryb|d byth. d3rltnr. The &llcc{cn will trot ffi glrse rtnodt Th. nduc{qt ln
drg bfb rlll nd dcrsm ifr loed trelsurce qprslttr or lrqrn tln brrrhgr pobrUlty.
4€IDED SUPPORT
Of nHlon lbr dass s#ulgfi sE ann€aled . o.25, h€et - *snglherEd - 20 td bfipa|ld - .16
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oo
BILLINGSLEY RESIDENCE CABINET SCHEDT]LE
Foyer
Door Style
ub+4r Prdpsct
fleva TaPae
Wood
Stain
Glass
aolaP fi^f
Doo?- N tTH
al6dP dplt'
B' Nrfiw* bff
FROM : U]NGER
O
PH0NE No. . 3a3 67a 4641,
O
Jan. 1? z@a wzz3ftlpz
BILLINGSLEY RESIDENCE CABINET SCIIEDUI F'
Livinsroom
Door Style
louD ffaT- WY\-
utrfil %seD e06 \
v/oo 12 e'el> = l)?-o SoUb
gA lrtE
fArv+€
€A'r'\€
6Asa>
Panel
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Edware
Glass
Misc.
b
tulJ> F/-ft(& wffl+6p eP6
ftpaz
SANE
oB" u/o*
ilrereg
8' wrtft wAYQAT)Uw
EASEP
Ft*r .trLtr
eW Derf,
gnc,l+fu+,*t
lRoM
: t^rr'rcER
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Jan. 1? zaw B':23an P3
BIL.LINGSLEY RESIDENCE CABII\ET SCHEDULF
Kitcben at Livingfoon
b
Edges
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Door Style
Stain
Futtt- HePff
cdap+1 6tvD
TnNELs
SAvr€Eftgo vJIfi+
=ol-tD f6f
F4N6L y,y,
l\tn€UlEFpl
"fr" b,>
Mf{4
aAt^€bo wrrfr NnY
Caftf
aft6P6h<aD
so)-tD far
*stPeeT7d DtA.eel6lED
,/^
FR0M : uIt$ER
O
PHol'lE No. | 3a3 6?@ 464r
O
Jan. 1? 2w asz231]4 P4
BILLINGSLEY RESIDENCE CABINET SCTIEDULE
Mein Kitchen
Door Style
i.
\ffood ofte4{
"r\' a)arz
i/,rgoit
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Sheen
Edges
fu*+Pastl'
5 ttt{, hil"tsp P335V
ff#4"oitaT rAl.E
drL. zlt\€,s
'h"
Snrtt&ueE->
p,rt74u€
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fo"
, urNGER
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PHol€ N0. i 3a3 6?@ 4641.
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Jan. 1? zws w:z4Atl5
BILLINGSLEY RESIDENCE CABINET SCHEDULE
TV Ro-oU
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Iloor Style
Wood
Hdware
,At\E
cL- o.E -
'50.FF,FlrTcfidry
FtktFsD
"".r' btoF-
l'\ftTclt +AM\e
a' w rn+
wAY p*T'9nra6
5ftr*€
FROM : UINGER
o
PH0NE N0. . 3W 6?@ 4s!
SNK" hx6sl fzz'3 .-elgx/5 UND*'+IINL
Jan. 1? 2@W B9.24N1 P6
BILLIN GSLEY RESIDENCE CABINET S-gHEDULE
Msster Suite
Door Style
Sheen
Eilges
{AD6a.l
€BsP&t,
NO 8A
b
F/4s H
EIITTI V,5A^^6
5f,r"x€tAt"1.E
5A146 5A14Ezoo FrT&
NAI- bAT
//L.o7 - zzo
fo"
, UTNGER PHutlE N0. | 3a3 6?@ 464t
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Jan. 17 2A@ Agi5fr{ P7v
George's Suite
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Door Style
Edges
Hdware
Glass
yt UBA
awwFAtL'.
fuk-F*sflt N
5/N!,2
Ob'o.tL''rtrl -
flrJovt TANAL
flryE
,rO,, ULOL.
no NtT]'+
WAX fu6F
,1LosFe1Y2e P4dp6(ctL lNsri>a
Feue6D Pt
7/E9<E:
p/a
FROI'I : UINGER PHONE Ml. . 343 674 4641.Jan. 1? 2A@@ @9t25AY Pe
BILLINGSLEY RESIDENCE CABII\TET SCFEDULE
Trammel's Suite
Panel
Hdor"""
wfrrL"
fus!:
StNke
vlE&tprs fiBT
Notto
b
il.tlsl+ Vell'a1y6;}1#7
6plPq!?
Ntfur-aL
o& ttgll
'At-lN6
b" u rf++
t/lAtt btr
jP&s-<-\ C bl
AtuEt il6 A1
T*'
urNcER
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PI€NE N0, I ss 6?A 46/.t
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BILLIN*GSLEY RESIDENCE CABINET SCHEDULE
Lu Luts Suite
Door Style
Wood
Stair
Edges
"Erf. fusn
'lzrtrA|L1 _
&x*s1t**tl i Nbrro
INK'. Ktloterz /zsa3
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oL-o.tL-tN -
P/Ur.)4 F#tec
3A146fierlE
tAnasCn bbp
Htrk'l-l
.fu " YJrTII
I^JAY bfr
.lz,- adle rpd
Nafotl tNsb€g,1t'w'E
Bfl)6@P f1,SArLE
Fa*tt p:6.1- tok3Tt
l-r '''- - frf,1''; ':;
Fdkl l'ttfrJ" olzs
Fltli.sll ! -----
Door Style
Wood
Edges
Glass
Anniets Suite
[4sll'- NoNd
aN6'. httotzp.l<uts
tilooDt AAPE
oDe€wAtU,
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5A1,46F/-G,rl Paoz v//
Y9;N€€F- SNWE
lnt5f tZ;{toueee
€?c,A,ftAOYE
Nttt-qe*t-ttx(ttplL _^.:';'--,t .t - + t .'- -i''3"
''-'"-:!('z,'::'{1
\'i -2
7po w tTltt//^/ CoF 1rU46
3q.
Falrl p<W:457,8
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tliOt(=il{'
MASONRY FIREPIACES AND CHI'ITNEY SYSTEMS
SPECIFICATION AND INSTATTATION MANUAL
earthcore
INOUSTRIES. INC.
FIEVISED MAY 1999
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SAFE AND EFFICIENI
flsr I0 ilrlslA|'l
This manual contains assembly rules andinstallation guidelines. This manual must
become the propert5r of and be reviewed bv
current and future users of this accessory. lt G
the responsibility of the installer to ensure that
this manual is properly displayed.
WARNING: IF THE IITFORMATION INTHIS MANUAL IS NOT FOLLOWEDEXACTLY, FIRE DAMAGE TO
PROPERTY, PERSONAL INJURY OR
LOSS OF LIFE MAY RESI'LT.
* DO NOT STOR.E OR USE GASOLINT
OR OTHER FII\MMABLE GASES ORLrgnrDs IN THE VTCTNITY OF THIS
ISOKERN FIREPLI\CT.
...:'"'
t':
INTERTEK (WARNOCK HERSEY) TESTING AGENCY REPORT NO. IS00TA-764
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Lr|.dr lLrrYlltlErc
I.C.B.O. NO.5017
s.B.c.c.L NO. 9626 CERTIFIED U.L. r27,V.L. i'1't7, U.L.C. 5610, u.L. 103HT
MWulv C
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a
r
TABTE OF CONTENTS
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THIS FIREPLACE IS.DESIGNED TO BURN WOOD, GAS OR COAL. THE FIREPLACE ISNOT DESIGNED TO Srr O-rNrCirV-dI'"iIOrNrSUS,IBft NiOdi-THE FIREPLACE CANBE INSTALLED *t"y zsro crEAR^ ;; ro counuiiinin rul,DrNG MATERTALSAr rHE srDE, BACK aruo*roFipi'crilsnn orrsni fiilft FoR ExcErrroNs.)oNLy pARrs ruanu.acrunnn *v rio;iri* aNn uo,nr,no roi usn wrrH rsoxnRiFIRE.LACE s'oulp BE^usno irn rrri r:fri"ALLArroN oe rnii FTRE'LACE ExcEprFoR spEcIAL RooF *asr'nc, il,oerinir, ,^""", arvo supponr wALLs To ArD INTHE INSTALLATION THA' NNENiN NITNi'CNr'N rOCAr,iV. }rr' USE OF IMPROPERPARrs rN rHE lNsr.{lllgoN ceN'ii'"n"o*oous ar'qo'voios rHE *ARRANT'flffiy#,HTflf,+il;lif o*rv irlio] iirr"o mrer, *'mxnvs wHrcH ARE rz00o
THIS FIREPLACE IS INTENDED FOR SUPPLEMENTAL HEATING ONLY AND IS NOTINTENDED FOR HEAVYUSE AS A PNiTUAiV SVSTEM. NNUEVN iiJNNING OR USE W,LLil1?"frIL.cLArM* s'r' consinftiilN DEBRrs, on arvi nrcur.v FLAMMABLE
usE solrD wooD LO_G^1_PLUMBED pRopANE (Lp) oR NATURAL GAS FUEL ONLY.cAS Locs MUsr BE LrsrED rv l.c-.e. li'si z2r.rr.LzA
WARNING: DO NOT.Y:P-lNY F'IREPLACE.INSERT OR ANY OTHER PRODUCT NOTSPECIFIED FOR USE 1Yr 5OXORffi;fi;ACES UNLESS WNIiriX AUTHORIZATIONrs GryEN BY IsoKERx- gqu-nilotino rnrs wanNniC-nrev cAUsE A F'REHAZARD AND wrLL vorD THE ririxniin vilRRANry.
3.
Improper installation or improper use of this fireplace will void the warranty and can cause:
1. Damage to the fireplace from overheating;
Hazardous temperatures to develop on combustible materials adjacent to the fireplace or chimney;
The emission of smoke, sparks, or hazardous gases into the dwelling; ;
4. Leakage of rain water into the dwelling,
5. Cracks in the fueplace due to improper footings and foundations.
WARNING: AVOID P*^qI}9]qO[ERN FIREPLACES - OR ANY FIREPLACE - IN ANAREA ADJACENT TO -.NI,T TNINS, iAL;;UILDINGS ON LANO MASSES THAT MAYREDUCE AMBMNT AIR^FL-OW PN;SSfr"NJTIIUS REDUCTUC NN,IUGHTING OF THEFIREPLACE. ' THE DE:JgIER ArVN NUiib]iG CONTRACTOP,*' ruISPONSIBLE FORSPECIFYING APPROPRIATE CHIMNEi fr6lb'*.S AND LOCATIONS.
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NDED PRODUCT USAGE
INSTATIATION
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TABLE OF COi/lpoNENTS - 36", 42,,, 45" FlREplAcEs
Part Fireplace QtyNo, Size
I. BASE P1ATE
Part FireplaceNo. Sizct2 36"12 42"
2. TOP SMAtt
Part FireplaceNo. Sizel1 36"ll 42"11 46"
3. TOP MEDIUM
.ABC
43 25th 349 25'h 353 25t1, 3
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3
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4
4
)
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4
4
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AB
32t1, 1632\h 16
Qtv. A
243243243
Qtv
2
2
21 36"
22
23
Part Fireptace ety. I B CNo. Size
l3
4. TOP BIG
i::, "tT#"" ery. A B c
t44224884-\
5. TOP NARROW
Part Fireplace ety.
34
3434 46" 4
6. TOP STOPING
AB
25th 1625tk 16zs'h 16
B
l6
16
l6 llt, Fireptace ety. A B CNo. Size
35
7. roP SroPtNc NARROW 1€
Part Fireplace Qty. A B; CNo. Size20 36" 6 25t/, l0^ 3 ^. r .,<,20 42" 6 25'1, ICP/, 3 uttC\ ,t
20
8. SIDE WALL \W
BC
454545
, Ft^
\ f/)>. \.,,'c,<''
Qty
.'t rt
3lr
4lo
A
25tlt
25'h
Qty
I
1
5
7
9)
7
9
5
36
36"
46"
46"
26
27
28
29
30
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7)
Part FireplaceNo. . Size25 36"
33 46"
9. BACK WAu.
ABC
All measurements in inches
Parl FireplaceNo. Sile
24 StL 36
24 SIL 42"
24SlL
I O. DAMPER
EIE'NENT S/t
Part FireplaceNo. Si36 36"
42"
I I. TOP P]ATE
sMAt t
R::, Fire.ptace ety.
37
12. TOP PIATE
TARGE
A
17lr2
r7ltz
171r2
26'h
2Gh
2Ch
32'h
32'h
32'h
3'l
)I
Uh
Uh
(P/.
o'1"
05h
Uh
vh
o,hlo%-9,^. -c
B
1au-
22'h
C
4
I>2C(
]"l
c-1
')*
R
.(
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EI{
>
tt
>:
AB
25'ln 33'h
O nnrsox olmENsro
-,f-Hv
-l Icl
Jf|frffi* J
TWJI***'B lfl l'8i8HS,,
l€---- A --rf 75- FIREBRICKF- E +l '
FRONT VTEW
lea-.i
ll
SIDE VIEWlea+l
tl€
ll
CHIMNEY
OUTER
CASING
SMOKE
CHAMBER
TTIICKNESS 6
*(Custom Finished Opening Height 27- to 36,, )
fF-.r--rf
(Typical Finished Depth 19,, )
T
E
J*.3"T,
Brick Ledee
lG *t" N
Large Crown
37tfz- t
Small Crown
P-J6'/2" tl€
110 lbs.
iF'
2I'lr"'
.9.
ifi'
3l'1"'37'/r"
7F-
26'lz"
g.
J4
Jifi'
:t-
l1
3"
7F'
12.
6"
ifi'115lbs.
v.
3"iF'
+"rop tL
I
FIREPLACE
SIZE A B c D E F G H I J
MINIMUM
FRAMING
WEIffIT--
FINEEOX CHIMNEY
43 Jf 36 2lth l9 2t,1,12 24 u 44W x73Hx26t/D |,300 lbs.
Outcr
Casing
E5 lbs.
48 JJ 44 2r'h 25'h l9 2ltlt l2 30 39 50Wx80Hx26'/D i,7m lb,s.
53 35 36 2t'1.25'h l9 3/h 34 44 54Wx73Hx267J)I,700 lbs.Lincr
45 lb6.
I03ft" Jt1ru o
125 lbs.37lbs.
iol
WARNOCK HER5EY LABET SAMPTE
NOTE: A PRINTED METAL PLATE
IS AFFIXED TO THE SMOKE
FIREPLACE UMT.
VERSION
DOME OF
OF'THIS LABEL
EACH ISOKERN
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In edoar( Herleylltl'no
OO l'lOT REMOVE
OR COVER
IH|s LAA€L
WARNOCK HERSEY
LISTED MASONRY FIREPUICE SYSTEM
MoDELS: 48", 42", 36, ZB"
Qrsor=w
MADE IN DENMAFK
ea hcore
INDUSTRIES
JACXSONVILLE
FL,3225e
ulc s610, ut 1777, UL 103
REFER TO IIISTALLATIOI{ MAI{UAL
CLEARANCE TO COMBUSTI BLES:
UNIT SIDES, REAR, FRONT, CHIMNEY
FRAMING OR SHEATHING ABOVE OPENING ToP
SHEATHING OB TRIM TO OPENING SIDES
MANTLE ABOVE OPENING
OPENING TO SIDEWALL .
HEAFTH EXTENSION.BEYOND FRONT
HEARTH eirexstolr BEYoND srDES
COMPLIES WITH APPLICABTE REO OF UL 127
= Oin.
= 8in. (205MM)
= 8in. (205MM)
- 12in. (305MM)
= 24tn. (610MM)
- 20in. (51 oMM)
= 12in. (205MM)
USE SOLID WOOD FUEL OR LISTED DECORATIVE GAS APPLIANCE.
DO NOT USE A FIREPLACE INSERT OFI OTHER PHODUCTS NOT SPECIFIED
FOF USE WITH THIS PRODUCT. IF DOORS ARE USED OPERATE
FIREPLACE WITH OOORS FULLY OPFN OR FULLY CLOSED. WHEN
BUBNING A DECORATIVE GAS APPLIANCE IN THE FIREPLACE. ATUUST THE
DAMPER TO THE FULLY OPEN POSITION
MADE IN DENMARK
INSTALLATION MUST BE IN ACCONDANCE WrI}{ TNSTRUCNO
pROvtDED AND tCgO BEPORT {92-rG2
CONTACT BUILDING OFFICTAL PRIOR TO IMiTALLATIOII
c-l
FOUNDATION DETAILS
SLAB FOI.JhIDATION
ISOKERN
FIREBOX
ISOKERNFIREBOX
I r/i' firebrick
minimum
without base plate
ISOKERN base
plate 3"
(DO NOT
MAKE
oF wooD)Residential
4" minimum concaete
slab 3000 psi
NOTE: 3OOO PSI4" REINFORCED TYPICAL RESIDENTIAL SLAB sI]PPoRTs UP To 36
FOOT ISOKERN INSTALLATION.
REINFORCED SLAB REQUIRED FOR USE WTrI{ ISOKERN BRICK LEDGE (SEE
PAGE 1I).
CONVENTIONAL OFF GRADE
ISOKERN FIREBOX ISOKERN FIREBOX
without base plate
|/i' firebrick
minimum
ISOKERN
base plate 3"
(n NOT,E
vooDy'MA
OF
2x
'KEwo
joist 4" l. with tf4
rebar at 6" o.c.
as per local code permits
4" l. with
rebar at 6" o.c.
as per local code
permits
NOTE:
NOTE:
ALL FOLINDATION DEPTI{S TO COMPLY WTTH LOCAL CODES
RAISED HEARTH; USE CONCRETE BLocK To LIFT FIREPLACE AND
CHIMNEY TO DESIRED IIEIGTM
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FRAMING DI'VIENSIONS
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FRAMING DIMENSIONS
FIREBOX
SIZE
DEPTH
A
HEIGHT
B*
WIDTH
C
JO
46"
26'1,"
26'li',
26',|i'
73"
80"
t)
44"
50"
54"
* Height B includes 3" base plate.
OFFSET FRAMINO DUUTruSIONS
FRAMING DIMBNSIONS*
FIREBOX
SIZE
DEPTH
A
IIEIGHT
Br,
WIDTH
c
36 27"
27"
2'1"
73"
81"
73"
46"
52"
56"
* Height B includes 3" base plate.
*USE THESE F'RAMING DIMENSIONS WHEN
OFFSET BLOCS ARE PART OF TIIE F'LUE
CONFIGURATION. (SEE PAGE 12)
-6-
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CORNER FRAJWNG
21rl2" square tumed 45o
or to desired direcrion
FIREBOX A B c D E F
36
42
46"
43"
48"
53"
98"
704"
106"
67"
72"
74"
30"
35"
37"
23"
29"
30"
48"
51"
54"
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drywall screws.
Frame up to and along side firebox and
smoke dome. Drywall spans across front
ol' smoke dome and can be attached usine
WARNING: DO NOT NAIL INTO
ANY ISOKERN MATERIAL. USEscREws.
Outside.Air Tube - Placed
3" away from combustible
materials when exicine
firebox.
I *""0 drywall back
so 2" of ISOKERN
lilrfJ#:"itfi:iof firebox opening.
t##r*FlF'
facing material.
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DRYWALT DETAII
-7 -
FIETD PROCEDURES
MDilNG AND APPLYING THE ISOKERN MORTAR:
Start by taking one or two bags of ISOKERN'mortai and mix it with water in a 5 or 6 galton jastic
bucket. Mix with a trowel to a smooth toothpaste-like consistency. Place the mortar into the
supplied ISOKERN applicadon bag. Squeeze the mortar out of the bag creating approximately
l/4" beads of mortar applied l/2" in from the edges of the component. Apply Isokem mortar all
around the binding surface as well as I or 2lines down the middle of each binding surface.
l. when two components are mortared together, it's only necessary to apply lines of
ISOKERN mortar on one of the surfaces (the upright one is the easiest).
2. An important sign of proper sealing is excess mortar squeezed from the crack between
the two binding components. Trowel off excess.
SET TIME - Restir every 20 minutes.
POT LIFE - Approximately 4 hours.
COVERAGE - 4 Bags per fircbox.
APPLICATION- I bag per 5 feet offlue.
FIREBRICK LINING THE FIREBOX:
The manufacturer requires a minimum of l-L/4" thick fuebrick lining. To apply the frebrick any
refractory mortar is suitable. The manufacturer suggests wetting the inside of the firebox lining
prior to applying the bricks. The following steps should be taken when firebrick lining .the
ISOKERN firebox:
l: Mix ll2 bag of Isokem mortar with 2 shovels of masonry mortar and 4 shovels of
sand. Add water and mix to a sticky toothpaste consistency.
2. Using standard "thin-set" tecbnique, firebrick all interior surfaces of the firebox. Set
the 1 1/4" firebrick beginning with the firebox floor. Next firebrick the backwall up
to the damper. Continue with firebrick up each sidewall to the damper element.
3. All firebrick should be set with a l/4" horizontal and vertical joint, thus allowing for
heat expansion of the firebrick. Grout each joinr with the same mortar.
The manufacturer has no responsibility as to the function of the firebrick lining and as to cause
and effects of such linings (hairline cracking which may be common). The manufacturer is only
adding suggestions from in-field responses.
BROKEN ISOKERN COMPOTTIENTS:
Cornponents that become broken from faulty handling or shipping (into 2 or 3 pieces) are easily
repairable using the ISOKERN monar adhesive. Due to the compressive strength of the
individual comPonents, any cracks should be clean and not fragmented. Any components broken
in multiple pieces and are noticeably irrepairable must be discarded and replaced.
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136,,
Jfu::
l. Base Plate - Firebox must be placed
on non{ombustibie surface... for
'on-slab' installations, base plate is
optional.
2. First Course Side Walls - Morrar all
contact arca6 with ISOKERN
adhesive...
3. First Course Back WaU - Morrar
grooves and slide back wall down . . .
Tapered Back WaIl - Firsr Course
Five Inches Thick, Second Course
Thicker, Third Course Thickest. Be
sure to Morrar all comad areas...
36"I
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5. Dampcr Element - Set First Course
Smoke Chamber for Positionins of
Damper Elements...
6. Set Damper - (DO NOT MORTAR
DAMPER IN PLACE...) Conrinue
to complete Smoke Chamber
Construction... to TOP PI-ATE...
6. tSet Damper - @O NOT MORTAR
DAMPER rN Pt 6,CE...) 42"
Firebox includes 3 courses of smoke
chamberi first coune long narow
pieces... 8" tall.
6. Set Damper - (DO NOT MORTAR
DAMPER IN PLACE...) Conrinue
to complere Smoke Chamber
Consrucdon,., ro TOP PLATE...
7. Top Plare - Final piece completes
Firebox... hole towards back of box.
can be rtverscd in special situations:..
7. Top Plale - Final piece compleFs
Fircbox... hole towards back of tbx,
can be revened in special sinrations...
7. Top Plate - Final piece compleres
Fircbox... hole towards back of box.
can be rcversed in special situarions...
J ou,
ln''
r,(42" Long Narr
\
5. New Dampcr ElemeDr - Ser First
Course Smoke Chamber for
Positioning of Damper Eleme*s...
5. New Dampcr Element - Set Firsr
CouNe Smoke Chamber fm
Posirioning of Damper ElemenB . . .t
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Damper Element litts Damper four inches (4,) into smoke chamber, closer to FIue.
;[36" use 30" Damper) (42" use 33" Damper) (46" use 36r'Damper)
-,-o-
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ISOKERN DtYls4 (Double Module! CHlm@
DM54 FLUE STARTER
Place on smoke dome in
bed of mortar with
recess face up.
A - DM54 INNER FLUE LINER
Place with recess up
B _ DM54 OUTER CASING BLOCK
Place with male Part uP
CROWN CAP
Approx. 3" minimum of
nriJ tlner extending out; fili--+
'/''' joint around flue with
caulk.
ROOFLINE
MORTAR
Apply mortar to all
contact surfaces on
the outer casing
and inner flue liner
so that when fitted
together excess
mofiar squeezes
out. 'Wipe off
excess. DO NOT
ALLOW
MORTARTO
FILL CAVITY
BETWEEN
INNER FLI.JE
AND OUTER
CASING,
EXTERIOR
WALL
WALLTIES
Place every 4'.
BOX
IMPORTANT!. When ISOKERN material is exposed to the elements' the material
must be covered with brick, stone, stucco, or encased in wood
chase.
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PARGE TOP OF
EXPOSED
FLUE
FLASHING
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ISOKERN FIRE
3O+
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BRICK TEDGE DETAILI
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ISOKERN LARGE CROWN CAP
CAULK JOINTS
For waterproofing.
ROOFLINE
TYPICAL INNER
FLASHING
(See Page 17)
of casing
DM 54INNER FLI.JELINER
DM 54 OUTER
CASING BLOCK
ISOKERN BRICK LEDGE
Single Brick Ledge
Max Load 12,000 lbs.
For large loads consult stnrctural
engineer or contact dealer.
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l+ili*ft'11'SJEEoRaLrExArIoNS
REWEWED BY MANUFACTURER.
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FOR I4RGER BRrCK OR STONECHIMNEYS CONTACT LOCALDEALER.
Jnnonr.lrvr,
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WHEN USING ISOKERN_BRICK LEDGE WITH BRICK OR STONE VENEERFOTJNDATION AND SLAB WILL BE RiAUIIiEb TO MEET LOCAL CODES.
- ll -tliil
OFFSET CHIMNEY DETAIL
+l orrsnr BLocK:
Cornpressive Srength: 972 psi,
Weight 85lbs.
NOTE: IT IS THE NATURE OF OFFSET BLOCKS TO SLOW DOWN TIIE RATE OF FLOW OF
COMBUSTION GASES UP THE FLUE CAUSING A SLICHT INCREASE IN THE
TEMPERATURE OF THE FIRE BOX AND SMOKE DOME. TI{EREFORE, W}IEN USING
OFFSET BLOCKS INCREASE CLEARANCE TO COMBUSTIBLES FROM O" TO 1I/2'' AT FIRE
BOX AND SMOKE DOME.
(See Page 6 "Offset Framing Dimensions") )
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Interior sheathing/dry wall
Header 2 x
OFFSETBLOCK
Large crown
(optional)
Brick ledge
Offset block
No support for chimney
necessary off the back of
Firebox until third offset.
ISOKERN Firebox
Brick Veneer
DO NOT
support
offset with
wood,
bricks, or
stonc.
ISOKERN
OFFSET UP TO 6' MAXIMI.JM HORIZONTAL MEASURE.
SUPPORT ATFOURTH OFFSET BLOCK WTTH
ADEQUATE CONCRETE BLOCK OR STEEL SUPPORT
AND ATEVERY THIRD OFFSET BTOCK THEREAFTER.
1eh" 31h"
12-
OFFSET ABOVE CEITING
Frame tight zero clearance
Roof line
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Ceiling line
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SOKERN MORTAR
S.ritffiSsl;r
173 kg/cm1 = 2460 psi
Jnlift:8
nsi
MAXIMUM OFFSET ABOVE CEILING:
3 OFFSETS WITH MAXIMUM OF
4 VERTICAL SECTIONS ABOVE
OFFSETS
-13-a ;iiii\-/iiiii
ISOKERN DII'IS4 CHIA/INEY REINFORGEMENT REGIUIREMENTS
Reinforce Isokern DM 54 chimney if any of the following conditions exist:
Chimney extends 8' or more above roofline; dout sure
Wind load is rated above 110mph; or more;
C. Brickledge is used.
Reinforcement is accomplished by placing #4 rebar in the 2" diameter holes at each corner of the
DM 54 outer casing. Lap rebar lengths with 1-2 foot overlaps. Grour holes with standard mortar
mix.
Reinforcement should begin at the lowest possible outer casing member and continue through the
top most DM54 outer casing.
NOTE: REINFORCEMENT NOT REQUIRED IF DM54 CHIMNEY Is ENCLOSED
WITHIN A WINDLOAD RATED WOOD CHIMNEY CHASE.
FOR SEISMIC CONSIDERATIONS CALL DEALER FOR SUPPLEMENT.
A.
B.
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Multi-Floor Instolloriont
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I ot s4 outer
,
casin8 2l'l:"
Three sided CMU enclosure at first floor elevation
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offset block
8" CMU
column support
to offset block
6" reinforced concrete
pad with #4 rebar at 8"
o.c. each way
*General Contractor is responsible for
meeting local codes (drawing is a
suggestion only).
All footings ro meer local code with this
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TOP BOX A B c D E
36"43"
48"
53
52"
ft
57"
29"
JJ
35"
81"
88"
92"
t0'
r0'6"
l0'
l"l--eo'--->l
c il---
Tum up 2" Flange against
Outside of Flue Linet ,,
Galvanized Pan on Wood Chase
Storm Collar
make local
Wood Chase with Pyramid Top
* Manufacturer has no responsibility over draught
Penormance.
* Provide firestop as per local codd.
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TYPIVAT CHIMNEY TERMINArIONS
Small Crown Finish
ISOKERN Small Crown 26tl:x26thx3
Seal Joi
* For stucco veneer, wet
down pumice or apply lathe
and scratch coat.
Large Crown for Brick,
Wood. & Stone
37'l:x37t/zx3
* Use wood up to
crown, will finish
offtoa3'x3'
-16-
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The roof flashing must fit the pitch of your roof. By using two rulers and a level, you can determine roofpitch (see illustration). Measure the number of inchis from the end of a level ruler down to the roof. Thiswouldbetherisefori2inchesof run. Ariseof 3incheswouldbe a3/r2pitch...4inches, a4/r2pitch...,etc.
Roof with Ridge
Roof Pitch
Although most building codes specify the
l0:2 rule atrnospheric conditions and air tight
construcdon practices can negatively affect
any fireplace's performance. Manufacturer
suggests taller chimneys for . better
performance.
- -lu.-
10 ft.
CAICUIATE YOUR ROOF P|T'H
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_INNER FLASHING
ly,a""'Hni?.Tnl"f,iJ.f ?:I33*#*
coverage. Cut around inside casins so that
a the flashing rests on the outside of*grooved
f Wrtion of outer block.
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DO NOT INFILTRATE
CASING OR LINER JOINT.
ALUMINT]M INNER FLASHING
30" SQUARE OUTSTDE
20" SQUARE TNSTDE
WEEP HOLES
ROOFZ
FLASHING
ROOF \-
FIASHING DETAITS
t^\
BRICK TIE 'oA
ISOKERN BRICK LEDGE
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DETAIL
INNERFLASHING
d tl I A
36" ISOKERN SEE.THROUGH
tr'RONT VIEW SIDE YIEW
* Specify Isokern 14" Flue Liner
* Top sealing
damper only!
(See Accessories)
ISOKERN Firebox
36
Smoke chamber to rest
on 2'l:" of sidewall
Angle Iron min. 3" x 3"
Firebrick lining Ir["
Reversed sidewalls
Must support cantilevered
ponion of sidewail extend
over base
-18-
TOP VIEW
Base plare (can be removed L ZS't;' Jfor flush hearth.) I I
Frame tight or place CMU's
with cells grouted
INSIDE
FIREBOX
A
OUTSIDE
WIDTTI
B
INSIDE
HEIGHT'c
34")f 30"
ROUGII OPENING WIDTH
56t'
ROUGH OPEI\IING HEIGHT
SEE PAGE 3
Reversed sidewalls
ASIfDUMP wirh Roised Heodh
PLACED IN REAR OF BOX
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ISOKERN Firebox with
base plate on 8" C.M.U.
* If raised hearth extended.
do not make of wood \-
Combustible exterior wall
l" AinSpace
ASH DUMP4" x 9"
Cut ISOKERN base plate
with masonry blade. -Non-
combustible material to
extend under firebox and
out through non-
combustible hole in wall.
ASH DUMP hole to be
placed one brick in from
back wall or one brick in
from front of firebox and
centered. Combination
airldump can also be located
where desired.
Keep framing a
minimum of 4" from
clean out. Sunounding
openings with
non-combustible
material.
Leave opening in
raised hearth for
clean out by
creating air+ight
charmel or using
clay flue tile
approximately
9" wide.
EXAMPLES:
Typical residential con4'
slab of masomy foundation
PLACED TOWARD FRONT OF BOX
! lsoxrnn uase
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to be placed one
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GAS LINE & OUTSIDE AIR
Relative position of ISOKERN Firebox with base plate 36", 42" or
TI
IFinished flocir
Gas line drilled
through either side
wall of firebox or
floor, check with
conFactor
Typical 4" slab
side firebrick
USE MASONRY BLADES AND DRILL BIT FOR EASY CUTTING AND ACCURACY
Position of ISOKERN Firebox
Outside iln (oprional) -built into slab- as
shown. Terminate on
. footer wall or
basement.
Stfbq opening
FOUNDATION DEPTITS
TO COMPLY WTTH
LOCAL CODES
Outside air fiaing introduced through firebox sidewall should
be no less than 3" from frebox floor or front of the fue
box opening. I.eave a l/4" mortar joint for expansion.
A 3" dia. pipe is suitable. Attach flex or terminate
through non-combustible veneer.
Outside air tube to be kept clear of
combustibles immediately outside
- Isokem Firebox.
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Exterior
wall
Air vent with dress plate I
tEXTERIOR
TERMINATION
All non-
combustible
flex pipe
amachdd
cover inside
\o
Outside Air Tube
GAS LINE DETAIL
-20 -CI
It4rurrl AND HEARTH DETATLSI
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Isokem firebox openings are subject to the same safety zones and clearances to combustablemantel trim as with any fireplace. check local codes for special requirements regrading mantelclearances and hearth extensions.
Non-Combustible
Wall Board
Non-Combusrible Facing Material
luo*,
Do not overhang fuebox
T"$#*l#,riry
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2" mortar joint around
opening (seal any gaps wi
mortar)
See Page 7 "Drywall Derail"
-2t -
MA]1151 CLEARANCES
MINIMUM WAtt COVERING CTEARANCES
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ICombustible Mantel within Safe Zone
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PROPOSED SIDE WALLS
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FIREBOX A B C D E F G
36"
11tt
46"
33"
39"
43"
24"
a n,,L'+
n it,
12*
t2
12"
45"
45"
45"
23"
23
23"
24"
aA"
24"
8"
8"
8"
HEARTH DIMENSIONS
ufe
Non-Combustible
Hearth Material
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F'IREBOX A H I J
36"
4/,"
46"
33"
39"
43"
t2"
12"
12"
20"
20"
20"
59"
63
68"
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DETAIL 6'' STUD WALL FRAMING
DETAIL 4" STUD WALL FRAMING
BRICK OR
STONE
DETAIL E" BLOCK WALL
BRICK OR
STONE
SUPPORT
DETAIL 1O'' BLOCK WALL
DETAIL 12'' BLOCK W'ALL
vARlous wAtt DETtrtUt s6xrnru FtREBoxEs
DETAIL 6'' NORVITEGIAN BRICK WALL
6" NORW.
U
ISOKERN PIACE METAT CHIM TRANSITION
i J1' )'
,. .. ,1 ..- r
CHIMNEY HEIGHT DETERMINED BY
MA]WTFACTUTRER'S INSTRUCTIoNS AS PERI
INSTRUCTION MANUALS IN ACCORDANCE'
WITH FIREPLACE OPENINGS.I
"St-
tr,;S
FIBEPLACE
a OPENING (INCHES)I
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Dotted line rcp'es€nta aempb pmDle .
Example shows ir€place op€ning as 96 inches wldo,
30 Inches high, and lhe chlmney heighl as 20 f€st.
The conecl flue size tor the sample problem is 12 inch
dianeter oioe.
i,
.ii i ...'
fitflftfl
slzr
sro(Kf A B (D
Ilr DCR 5141 r0 r/8 1531E t9 lt
tr 0(5541 t2sn6 v5 5 l9
14'0c 5541 l1tn 19.t5/15 t1 2l
16" D(fl11 r6 r/8 2t sA6 25 23
AP Green or Comparable
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INSWOOL-HP BLANKET is a
manufaclur€d in 24" and 48"1
widths and ln a variety of!
thickness€s and densiti€e. lt b!
shipped in a 25-toot rolls.
Standard packeging contains 50
or 1(x) squars fcct p€r carlon.
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IMASONRY
ANCHOR PIATE.
The masonry anchor plate for Dura-!
chimney systems, provides a base for!
beginning the installation on the top of a
masonry tireplace. Factory-built chimney's-
low weight ieduces footing requirementsf
and ensures fast installation time. a
ISOKERN FIREBOX
HIGH PUBITY
ALUMINA-SILICA
CERAMIC FIBER BLANKET
Ir ,: ' .-. -, .'.. i\
CHIMNEY IIANUFACruRER RESPONSIBII FOR CHIMNEY WARRANTIES EXPRESSED
f ..-----'--:1r-\l
t\11;f--\;
--T
r rrz
-24 -
C)
-25 -
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13.87s"
SPARK ARRESTOR/RAIN CAP
Spark Anest/Rain Cap is made of all stainless steel
construction built for longevity. Fits perfectly over the
Isokern round flue 12" and 14" liner. Also available in
galvanized all black construction.
TOP SEAL DAMPER
The Isokem top seal damper is a sure way to prevent down
drafts and keep unwanted pesa out of your chimney when not
in use. These units are typically used in the see-through and
Rumford fireplaces and fit inside the Isokem 12" flue Iiner
recess and as well as our 14" round liner.
ISOKERN DM
12' FLUE LINER
OUTSIDE AIR KIT
The Isokem outside air kit is made of all stainless
steel consffuction which outlasts existing
alternatives. Built for sidewall installations the unit
comes complete with slide door, 6'r stainless pipe
which fits to non-combustible flex (not included)
and termination vent.
PLAN VIEW
ISOKERN ACCESSORIES
C--''
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ISOKERN FIREPLACE AND CHIMNEY SYSTEM
ISOKERN does hcreby warrant all ISOKERN fircbqx.s, Dual Module cttimncy and chimn.y rclin.rs to b. frcc frqm
dlfect! itr ruteriel, which negatively aff€ct the syscm's performancc, for a period of one (l) ycar from d8re of purrhrse.
subjcct b lh! tarfis and condirions of this timitld waFarty as set out hrrrirl Te$ ycar warrsnry foa fluc lincr rgaiNt
dmrgs causc by chimncy fire.
dly drc rbove sared componcdts art covcEd by this wrraniy a.od no warranty is extcrded heEin or trcrerndcr lo Env
of the hardwarc, foorir& vcnrs, ducting, acccssorics and pcrforlr'Dcc which may cau6e &enghring, snroking or pulnni
which is bcyodd rllc conEol of rlE systcm.
It a cqrFner b fourd to bc dcfccriy. uodcr thc lqtrrj hcGin, tbc F4t to ehoE rhis waranry is exrc'rdcd dEll, at his
oun erpeosc' ootify lsoKERN, 8917 w6t"m way, suiE 120, J.cbowile, Ftodda 3256, h wririrg by Ggkni."d Drilvi6io thify (30) drF folbwiag discovcry of dcfcct withi! thc oic ( I ) yr|. w.rf{Dry p€riod- Thc noricc 6hall coorliD $c
datc of purchrsc' place of Frrchasc, ad&r$ d ilsllllatio'l. Brnc, iddass ed pboare firmbcr of orD.r rd r bridd.soiFiqt of defcct
ISOKERN. or any division thrtcof, shall not bc hcld rcsFrcible for aDy labcn cocts or irdircct coots tlgr n4y b. ilcur1pd
for thc rcplacement of defective componcnrs, should thcy cvcr occur.
ISOKERN shall not b€ held Esponsible for misuse or nishtndling of comporEnts. Nothing in rhis warraoty shall Fndct
ISOKERN. or any division rlrcreof, liable in any rcspeq for.ny injury or damage ro tbe tuildhg or structurc in which
th€ lircplacc or chimney system has bccn instdled o[ to penons or pmpcry rhcrciD arising out of the usc, iotctrded usc
or ilst llarion of ISOKERN products.
ISOKERN, or any division therEol sh!.ll not bc held liibl. for rny incidrntal or cotrs.qucntial damages or .rpmscs
lising out of thc us€ of the firEplac.s or cbimn.y systems. All iuch dernagcs rnd cxpcnses are hereby ercludcd. if sr.rc
law prohibiB rhc cxchr5io! of such damogls or cxpensca, dcn such &mrgcs e.'d a4rcnsrs a.o hercby limitcd nor to
cxcerd lhc p|tlches. pdcc of rh€ compo4er8.
This *arr.nry shall bc null end void atd thc conlurlrf, shall vaivc rll chiEs hcrcurder, or which mighr othcrwfuc arisc
wbcr thc fi&pl.cr or chirDncy sy6lc0!r .rr noa iNrrlled purlo.fi to oc insrll.tiqr iDscucriods povided by lsoKERN's
lestrnS sFviccs o! loc.l buildiDg codcs hevc oor b..tt follo*.cd 100%.
This wamtty aPPti6 std is cxretd.d ro only dios€ fntplaccs nnd ddmncy sysr€rDs iDsr.Icd in dlc condrcatal Unired
$sras, Alsalq aDd CrrEda.
NO CUARANIEES. WARRANT]ES DGRESSEO ON N"rPTreO TEYOND TIIE AFOR.EMENNONED.
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Acosffils' "Dl
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A RESIDENCE FOR
THE BILLINGSLEYS
VAIL, COLOMDO
A RC HITE C T URA L LI GHTIN G
FIXTURE SCHEDULE
^-.
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DECEMBER I5, I999
TYPE MANUFACTURER DESCRIPTION
IRIS
EDISON PRICE
IRIS
EDISON PRICE
ELIPTIPAR
PHOENIX
HALO
IRIS
EDISON PRICE
IRIS
EDISON PRICE
IRIS
VAIL. COLORADO
GEORGE BALLE DESIGN
4034 BUENA VISTA ST
DALLAS, TX, 75204
PHONE (214) 5594590
LAMP
ARlll VARIOUS
OSRAM SYLVANIA
ARlll VARIOUS
OSRAM SYLVANIA
sOW MAX. MR16
CONSTANT COLOR
GE (VAR|OUS)
75W MAX. MR16
CONSTANT COLOR
GE (VAR|OUS)
250Q/CL/DC
osRAM #58720
CFlBDD/E/830
osRAM #20724
25W 419
75W 419
100w 419
100w A19
100w 419
75PAR3O/CAP/FL
(130v)
osRAM #14629
90PAR/CAP/FL
osRAM #14632
35W BI-PIN CLEAR
(INCLUDED)
A
A (alternate)
B
B (alternate)
c
n
D (alternate)
E
E (alternate)
F
F (alternate)
(J
5iP36 AA/G SF
MULTI36/5M
3/MR AA/G SF
ANGLUX MRIGOL
T203-0250-T-02-A-VO-O
SGH/NC/CFL, SGR/1 SCFL/HDL/WH
H2922tCT
5/A'19/c
DL A19/5/GOL
5/419 WW/G
DL A19/5 WWGOL
5/P3O AA/G
MULTI3S/sAA/GOL
sT27W 120V
D
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G (alternate)EDISON PRICE
NOT USED
NOT USED
CSL
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M
closet lights
SHAPER
LAMP
Q150DC-ETF
GE #44653
75W MAX. MR16
J
GE (VAR|OUS)
75W MAX. MR16
CONSTANT COLOR
GE (VARtOUS)
(2)CF26DD/E/830
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VAIL. COLORADO
DECEMBER I5. 1999
TYPE MANUFACTURER
K
uplights at
TV room &
bedrooms
BELFER
IRIS
L (alternate)LUCIFER
GEORGE BALLE DESIGN
4034 BUENA VISTA ST
DALLAS, TX.75204
PHONE (214) 559-0590
DESCRIPTION
7230WH-120V
N3/MR SA
DH)USDL13W
426tCF2-26t120SS8/MW
osRAM #20722
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LTGHTING SCTmDULE (CONT.)
TYPE MAI\UTACTTJRER
(option l)-KICHLER
N (option 2INEOTEK
(option IITBD
O (option 2|SEAGULL
(option 3)-KICHLER
P METALUX
a METALUX
R HALO
S (option I)-BROAN
(option 2)-BROAN
LIGHTS BY INTERIOR DESIGNER
T BYINT. DESIGNER
U IRONWARE
V IRONWARE
W JESOLO
X IRONWARE
Y Y-SCONCE
Z NEMOCOLUMBIA
AA TBD
BB IRONWARE
cc R.JESSE&CO.
DD TBD
EE ITALIANA LUCE
FF R. JESSE & CO.
DESCRIPTION LAMPK-6122 (2)60W BRUSCHED CHROMETBD 2OOOK
HOLLYWOOD TBD
4739 WHITE36" 40 WATI c-25K-5026 CHROME
WTS44O D.W. F4O WARM LIGHT
WTS24O D.W. F4O WARM LIGHT
H745ICAT 9OW PAR-38
FAN/LIGHTCOMBOsl20l l00w INc.FLooD
TBD TBD_POWDERRM.SCONCE
IO39ABBY TBD
INT'L 897 SIMONE TBD
E27 TBD
IO3I MICA TBD
TBD TBD
TBD TBD
TBD TBD_MASTERBEDSCONCE
SOIOCLAUDA TBD
VIIN.IIO TBD
TBD TBD-ANNIESRMSCONCE
TBD TBD
VN-II7 TBD
. PLEASE PROVIDE AN ALLOWENCE FOR ANY LIGHT FIXTURE NOT SPECIFIED ABOVE-
morrisonseifertmurphy 14oo rur e ofueu"ro
"uite
i6s daltas texas 7s207 tet zr+ osr fa* e14 65i ogoo www.msmgroup.com I
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a.
Billingsley Vail Residence
Demrative Lighting Ust
01t14t00
pase \-aV
Decorative Lighting Fixtures
1.
L-l (- a,v+b
W 4-a.
2.
X +a.
Y+n
4. Anne's Batha. (2) wall sconces
EE + b ilaliana Luce, Donna Perete
5. Anne's Stainuay-f +- a. (2) Y-fixtures, custom design, all$600.00 each
6. Trammell's Bedroom
Y +a. (2) Y-fixtures at bed, custom design, all $600.00 each
7. Trammell's Bath
(2) wall sconces
Z + a. Nemo, Columbia
8. Master Bedrooma. swing arm lamp, R. at bed Jesse & Co. Vl\N-110U- + b. chandelier at ceiling lronware 8010 Claudia
bO 4c. lamp at desk by owner
9. Master Bath
(2) wall sconces
7 + a. Nemo, Cotumbia
10. PowerRoom
(2) wall sconces
ft4 a. R. Jesse Co. VN-117
11, TVRoom
a. floor lamps by owner
Lucy's Bedroom
(2) wall sconces at bed lronware Int'l 1039 Abby
(1) chandelier at ceiling lronware Int'l 897 Simone
Lucy's Bath
(2) Jesolo sconces
George's Bedroom
(2) table lamps by owner
George's Bath
(2) sconces lronware Int'l 1031 Mica - research amount of light
Anne's Bedroom
(2) table lamps at becl by owner
(1) Y-fxture, custom design, allow $600.00 each
(2) sconces at walls by lighting designer
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IRiS C ATA LOG ':o TYPEI
DESCN PTtOil
Specificalion grade 60 watt pAR36 or ARt l l
adjustable fixture ratad for diroct contact with
insulation (75W ARI I I in Remote). Adjusrment
mechanism featuros hol aiming capabitity, aiming
marks and toolless locking. Optics provide glare
free-so' cutofl to lamp and lamp image. Lamp
modulo and oplical elemont can be rhanged after
installation to provide a variety of lamp sources
and distributions.
t..'.-..........
J'-....'..'.........
t..-.-..-....--........................r jl
'-,..'-.-'.....".-....."G 5/P36 AA/C
50w PAR36
50w AR1t I
-
ADJ U STA BIE
ACCENT
A...Fini.h
.010 thick aluminum Epun parabolic refl€cto, in
Clear, Gold, Hazo and Black AlzaF finish. Other
options upon request.
8...Fl.ne!
S€lf tlange reflector or die-cast flange with either
matte white or clear coat finish. Die_cast flang@s
are casily removed for field painting. Elements
are keyed for proper insertion,
G...Adiu.r.blllty
Lamp locls in 361. rotation, 35" tilt. Unit is
relamped without unlocking adjustments.
Translating centerbeam optics maximizes
light output.
D...L.ns
Clear temp€rod glass for us€ with ARlll. Accepts
up to two filter modia.
E...Atl.chm!ni
Positive torsion springs pulls flange tight to
ceiling. M-echanical lighr trap oliminates spill light
at edge of flangs or roflector.
;.-.Trrnstoamal
50 VA" 11,5V magnotic cors and coil transformel
teatur€ a 4 Eolt acoustically isolated mounting to
snsure quiol oporation. Remots transformers ind
6V transformers versions available.
Kayed quick conn€cts provides easy lamp module
instsllation. Lamp contac-ts are spade conn€ctors.
H...Frrmc/Hourlng
Hol dipp€d galvanized 18 gauge stoel frame
with buih in l2 inch ptasrer lip. Aluminum .032
thick housing allows for heat dissipation and
reduces weight Matte black housing interior.
l...Junctlon 8or
18 cubic Inches, listed for 4tl2 AWG or 6#t{ AWG
90o C rdditaonal fsed through conductors. has fivs12 inch pryouts and two built in romox strain
reliefs.
J...Brr 8r'o9rrr
No Flerf bar hangers with positive locking, for use
with ioiss spaced up ro 24. O.C. Not for uso with
T-Bar cellings. Nailess barb and localor lip provide
consistont installation height.
l(... C o d..
Thermally protectod, lP labeled, for uso in direct
contact with insulation. Moels Washington State
Air tighi rsquiroments. t99b CABO Model Energy
Code.
L...Lrbrlr
UL listsd, CSA certifie4 standard damp labol,
IBEW union made.
G...Elrctrlc.l
ERIl{G oa ATlo
SAMPLE NUMBER: 5/P36 AA,c
Apsrturc Lamp
lslt
I 5=5.?5'
t{olc:
ljnit conslsts ofthrog coanponont3i plattoJm.ldmp module
and optical ol6mont, €ach whlch c.n b€ o.d6rod 6€parat6ly.
Unll = Platlorm + Module + Elemont5/P36AM P-6 M-5P36 E-sAAC
COOPEB LIG1ITING
Dlstribution
AA=Adiustablo ADcont 0135'
AA2G-Adiostablo Arcont
o'-20'
Fi nls h Flangc
Conault youa J6pr66ntstivo lor o.d6rlng compononrs..par3bly. For additional options gl.a.o consull t.ctory.AD|97O26 Rovt
Unit Number: ,rrr" O*l
t"otottt"t"t , - - -_=__=-_- _,o_ !
o 101
O5O PAR:I6/M;P
8"x8'
1l,mo CBCP I
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II
*-+-+-+ +=-19_J_!u___c8_ p Fc ..L w c8:=+-9_lg q'9: 208 r.b i.5 2e. z.o lro--E6-l,o--?6i
*;j::__+__1.9 7,q. r28 2.6 2.6 irt. g!- iEr eb-r=--iEr
E11r15;g-.'44_ rg,q. 72 3.0 3.0 6.e. tr. ls-l"o--?I--16;-v'a- ro z.i 2.i 12.6. 46 4,0 r.o 7.3. F0. 61 rE ,.6 89
o50 ARl1I/SSP
4'xl'
50,@0 cBcP
DFCLWCB
2'0'1531 1.0 1.5 3,5.3'0' 680 1.5 1.0 5'f4'0' 383 2.0 t.o 7t.5'0' 245 3.0 1.5 89.
IAf
ffi*+++;ffiffi
O5O AR11USP
8'x8"
23,m0 cacP
,l-: ,F ,t. * D FC L W CA p rc ! w I
A|.
?;5 rry-j4--_to s!;-56r r.g is ,r' zro. 6:n-;-.;
H_g__]+_15 te ,1, ,i G .,3. 3r,-i-;--;:9gg-;g++ rgq rto 3r a0 5r. 10. 1?r li-zn12'6' re2 2.s 2.5 rz.o. so--ao--J3-lF s!; log i=-
o50 ARl1l/FL
25' x 25'
4,000 cBcP A ffi+ffit€,ffi:-ffi-+ffi+#ffiffiffi
45' 101 rol
(}:t5 ABIIUSSP
l"x4'
{0,m0 cEcP ffi+ffi+
ro'tr rm r.5 r.5 qroo ao G bs.-
12'6. 2s6 2.o 2.0 u.o.l66 ,.G ,o ?y
Drc
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2'0. 1224 t.0 0.6 35.
3'0' 5{{ r.5 t.0 6.tr+o' 306 2.O t.0 ?u
o
llot s rnd D.fitrldorG
L!mln.nc.: To convrrl c4rn2 b too .mb.nr. multiCy by O2gt9
. Data io bsiod upon b!.6 hmpr pl|oa,omattlcr.
. Bo.m 6pr.od k to fl'f c.|l.a bo.m .!,rdapol,voa (CBCf.l
D-Ilislancs to f,oor or rvdl,
Fc=fooEimdlos on Ooo, o. wall at ccnbt b€Em d|t tu location.
L '+tfsdive Vicr.l Oo.m looeth in ,s(tl li'Of ol m.dfllm ,ootu€ndto hv6t.lW=€frodivi Vit|lrl Borm wldtfi In t€ot (20t6 of lrl"rir'|uin l*rr.naf. f"JjC8=Oi.ten4a maoss o{ down to caarlo. borm haatirn
Spocfi|crto||t |od Dlncndona ardlact to C|.|rgc wlthout noflc.-
"ooi'*
I ANGLIJX'K/4
rer:esscCJ Ic-rur utsItoge L1c(:e-nI IitlttItr
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FEATURES
Anglux AR,/4 is o 4" operlure odiusioble occent light dasigned for use
with l2-voll quorlz hologen AR.70 lomps (75-wotl moximuml. Unique
conicol reflecbr design minimizes operlure brightness. Firture hos o
O-35' ongulor lomp odiuslment wilh o 358" horizontol rolotion.
Racass deplh ie only 6 %".
Iha firture provides eosy one.fingar odiustment oI both tih ond rototion
ofter lomping. Oncc focused. thc odluslmenr con be lockcd in ploce by
meons of two vary occessibls thumb screws.
Anglux AR/4 occepts on€ or lwo opficol occessories. Three kinds of lens,
o UV filter ond sir gloss color filters ore ovoiloble.
Refleclors ore ovoiloble in cleor nolurol oluminum, chompogne gold, or
blocl Alzokq. Four rtyles of Iigh€hormso decorolive ossemblies moy be
ordcrad insteod of stondord rcfleclors [detoils on p 2.4.5].
Anglux AR/4 includcs o Poir ol mounting hors lt/o" x 27" C chonnell,
Speciolty bors for wood ]oist ond T.bor insfollolions ore olso ovoiloble.
PRODUCT CODE
For o complele product code, list the bosic unil ond selacf one code:lem
from eoch of the following boxes.t
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APPI-IC'{TIONS
Fixture is suitoble for diractionol occanl ond disploy highlighting in stores,
officcs, museums, resloulonF, Snowrooms qnd residences.
Fixture is union mod€ IBEW; Ul, list€d lor Domp Locotion; ond in complionce
wifi the componenf bosed efficiency stondords of$e 1995 New York Stote
Energy Conrervolion Code. Fixture includes on integrolCloss H lronrformer
protected by o solf-tesetling fura. Fixture is prewired with $ermol protacror
ond opproved for ten #12 wire 90'C bronch circuil pull$rough wiring.
Ramc'^rolo[ thc reflector ollows occess ln lhe lronslormer ond iunction box.
I @*,'*
4Cl9 EASI60SIREEL NEW YORK NY 10022 rEt2l25?l 690C tAX2l2E8E798:
icoprr,lhr, rdi1o. r.k. i;ghr.ne reez sairr,, o,.€idrl."rii:.1.ffI:1"8"1,f; rJl:lPi:,il:
':ii,:f
d ' , .
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6ild
{1?l fim)
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rlr^lllI I i- 4"(tr'rn) dia -i I i
I l* 5 vd'tfllnn) fa "'rl
l
t- [ i/6. x r fl4' (35a x a,l6ny
Rrqoircr cciling oprning ot,l l'r' l)2amml
Reflcctor ond Flongc Color Ovcrlop Flush
Slondqrd ren.<lc'flord! coorin,,rci t.fl.cbr lini$. WhiE po|nlad llonga.nnd cullorn Psnled
llorqar o'c o'o,lobh &' rpriol o.dd. add WF l*l,it flongr) or CCf 6utom co'ot llonge|.
LighKhorms decorolive ossembiies moy be ordered insleod o[ the
sbndord relfactors obove. tDewils on p 2.45)
tighChorms Silvcr Roy..... IC.SR LightChorms Opol ...... ... . LC'O
lighChormr Sihcr Point... IC-SP LightChorms Cryriol ....... . tC'C
OPTI ONS/AC CETiST} RT ES
OPTIONS
Spccifi'hy adding ta the basic unit.
Intagrol hons{ormar suilqble for 277 volt opcrolion 12771
ACCESSORTES
Specifu as teparale line items.
2 t10" lTonnl dio gloss difluso glors Diifuse Gloss/2.75
2 3t' l7}nfil dio gloss rpnod lens lone-woy) ......loterql Leds/Z.7 5
I r/a" lTOnnl dio gloss prirmotic lcns ...... ........ Prismotic lens/ 2.7 5
21/|'lT}nnl dio gloss W filbr ............. UY Filtcri2 T 5
2 th' iT0rnnl dio gloss cobr liliers:
surprirr pink ... .... .... PNK/Z.25 blue ............. ........ gLU/2.75
dqyfight bfue . .. DAY/2.75 gro€n ... ........ ....,. GRN,/2'75
cmbcr ......................AME/2.75 rcd. . ... ..-.. . ....... RED/Z.75
ANGLLJX Art4
,HOTOMETNIC BEPORT
I ndepende nt Testi ng Loboratories Report Na. 3 66g0Luminoire recessed odiustoble ongle occenl light, with cleor prolective gioss; lomp oimed ol 20. obove verlicolf?[[il ::::.::gjl6il/svrviniozs*'in[-]tiiP;i;;;;r2viidil;=#;i,s1dr,''l",r,"i;",;ii''"
A
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9!!44tt Sl'rVANlA An.ToLAMp INFORMATTON
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2@0
2000
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--l
I
lnitiol Peok I
Condhporcr i
)zo
-i
IJ
20AR70/lO/SP
2OAR70/30/fL
50^R70/to/sP
so^R7o/c/1A/SP
5AAR7O/30/tL
50AR7O/c/30/FL
75AR70/1A/SP
75A37O/30/tL
7000
ro00
2000
2000
2000
2000
SiJver
Gold
Silver
('otd
50
50
t0.
to"
30'
10"
30.
Silver
Silvcr
t9000
4000
2000
2000
AII volaas listed obove ore monufoctve,r,s ,b,oc lomp doto_ fhe opctotion ol thosc lamps inAnglux AR./4 will pr.oduco neorly identicol.beonspieads. Situ", iift"cto': prodoce liiht of30OO'K color; gold rcllectors ptodocc tight of 2d00oK cotor.
'a
5.
a
t0
30
40
50
60
70
80
90
504
717
64
0
(J
0
0
'17
15
25
0
0
0
0
50
19
0
0
o
0
0
o
o
0
n
r3
0
0
0
U
U
50
t2
0
0
I
D,,
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rRiS CATALOG':
TY PE:PTION
Specification grade SO watt MRl6 adjustablo
fixture rated for direct conlaci with insutation(75W MR16 in Romotel, Adjustmont mechanism
teatur€s. hot-aiming capability, aiming ma*s andtootess tocking. Optics provido glare iree 50.
cutoff to lamp and lamp image For uso with all
halogon MR16 lsmp varietiBs. Optioal olemont can
bo chang€d sfter installation to provide I variety
dist.ibutions.
D..-.-.'..'.....
3rn
lq)ml||l
r3E
I l2m|tl
- ' - ' - ' . . . . . - . - . - . . I
5'
Il27rnml
(AASLOT element shownl
3/MR AASLOT/C
3/MR AA/C
50w MRt6
-
3' ADJUSTABTE
ACCENTJ
Slot cut cono minimizos visw into int6.ior, .01{t
tjrick aluminum spun parabolic refleclor in Clear,
Gold, Haze and Black Alzald finish. Other optioni
upon rsquest
B...Flrrg.
Self flange reflector or die-cast flange with eithermatt€ white or clear coat finish. Dielast llanges
are easily removed for field painting. Elemenis
are Xeyed lot proper insertion.
c...Adru3r.biltry
Lamp locks in 361. rotation, /tE" tilt. Unit isrolamped without unlocking adiuslmsnts.
Translating centsrbeam optics maximizes
light output.
D.'.L.n.
Soft tocus lons standard for smooth b6am
patteans. Up to two tilter media can be ured
whlch are rotainod during relamping.
E...Att.chmrnt
Positive_torsion springs pulls llange fight to
coiling. Mechanicat light trap oliminatJs spill light
at odgs of tlango or refloctor.
F'..6oclot
GX5.3 base for Bi-pin MRl6 lamps. Back tight
shiold ks€p8 interior of fixture darft.
G.'.Trtntf ormrr
60 VA 11.5V magnetic co.e 8nd coil transformer
feature a ,l Boll, acourtically bolated mounting toensure quiet operation,
H...El3ctrlc.l
Keyed quick connocts tor low voltage sock€t lead,
Transformer is serviceable from below coiling.
l...Fr.m./H ou.ane
Hot dipped galvanized 18 gauge 6teel frame
with buih in 1/2 inch plasrer lip. Aluminum .032
thick housing allows for heat dissipation and
reducss woight, Matte black housing intarior.
J...Junclaon lox
tB cubic inches, listed for 4*12 AWG or 6#li AWG90' C additional t€ed through conductors, has fivo12 inch pryouts and two built in romex strain
reliofs.
l(...8r. Hrng.r.
No Flerf baihangors with positivs locking. for usewith ioists Gpaced up to 24. O.C. Not for use with
T-Bar ceilings. Nailess barb and locator lip provide
consistsnt installation hoight.
L...Codar
Thermally protocted, lP labeled, for uso in direct
contact with insulation. Meets washington state
Air right roquiroment& 1996 CAFO Model Energy
Codo,
f ...Lrbrh
UL lbted, CSA certifiod, srandard damp label,
IBEW union made.
o
aA PLE UMBER: armR AA $LOT'C
Apcrture LampI I ltl nan]
l3=3.6' I MR=50W MRl6
911c.f:lgtr .t !* Tmpon.nr6: ptalto.m end opliclt €ts.n.nt.atcn wnbl ctn Da onibmd a€plaataly.
UnltePlatform+Element
3A'RAASLOTrc P-3MF E-3SLOTC
COOPER LIGHTING
Dlstrlbutlon
AA=Adjustabla Accont O'-4S'
AA SLOT-Slot Cut Cone O.,15.
AA2o=Adiustrblo Accent O'-20'
Flnlsh Flange
Elank-Whlto Dio.csst
SF-Solf Flange
RAw-Natural Die-cast
Co|lault your aepaoGenlativD for oad6]lng coanpononts
a€paratdy. Fo. .ddidoml optionr pler3o conaqh t.cto.y.AD|97O22 R6vr
Unlt Numbe.: .r*r* R"rrl
AA
lming Angl.
*D\
!k=>
30' Alming Ane tc
._0. :
0.A
Horizon 30' AimlnO Ansto Lumlnanceollz
o50 MR16/C/NSP
14' x 1,1'
10,200 cBcP Atf
C+- E__a___I_ o rc r w i:C---6--E-r w ca6'0' 4o0 r.E r.5 s.o. roe r.s rs 2Tr a0. s6i m -in---9 g_ fgy !.! !.b z'e' 2'0' s6t 2.0 1.0 E6. ss. o --ffis_#*:f=-lF@iffir0!' r02 3.0 3.0 ro.o. cr gs 3s 6r. 1'o. ,o--1J-;-.,o._::_:_::__-__:=__-:::_, t v rU r.u z.u , u- ob- o 012'6' 66 3.6 35 rZ,s. * r.o Jo--JF e.r 5s 60 ,5 Ss. -ill ,8ilgl-!+l'!__-q{__!l1 lo' eo 4.0 2.0 7.0. 65.ffil0
46' 1591 2733
o50 MR16/C/NR
21" xn"
3,if00 CBCP A2l
OFCLWDFCTWCB DFC_twcs
2U r11 3.0 2.5 36-5'o' r35 4.0 r.o s.oe go g.s --to-ls.I7'6' @ 5.5 5.5 7'B' 40 o.o E.o 4,s. 3r. 63 is 3E_JF+-l__19_l{_ ruo. zi eF-Ts--TE- ;u-5 ao=i-:6:12'6. 22 9.6 9.6 tz,e rl a.o iE -JE- 60. ,Lzr 6.0 8s,
o50 MR16/C/FL
40' x {0'
1,8s0 cBcP A
DFCLwpFctwcas'o' eg r.o rr E!;- rs s"o -To zF
z o' ro o.s sF tb.- ,t -s ,.o--:sto'o' rr r.a r.s m!. t, too lo.o sg.-tz'6' rr g.s g-s tztr 8 126- tzs ?g
I
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piqLWGa
2'0' 99 3.0 2,o 3,6"3t' 44 t.5 3.5 A3.
'l'0' 25 6.0 4.5 7.(r5'0' t6 7.5 5.6 8'9-
oa2 MR16/C/VNSP
9'x9"
13.100 CBCP
=D= fr a, w DFCr wca DFCL Wc8 I
IA
'|
+_!+_IqJ.q_ co. rag ro -ls--ze- Aa 35? 1.0 6= :iFg.;g--14!{_ r.o. rzg is ls--JE- 3u 15, rE io-J+
-!93-19_2"{_L9_
ror. zz e.s ss - o1e- r!. E ,"0 rs t:A12'6' 71 3.0 3.0 rz,o. ro go -ls--JE- ;d-Tt ,s :to---s
O'2 MRI6/NFL
27' x 27'
2,100 cBcP
I'FCLW
5'o' ?35 1.0 1.5
716' lo5 1,3 2-6
10'o' 59 2.0 3.0
12'6' 38 2.5 r,0
A2r'
DFCLWCA
6'.f 160 1.6 1.5 2.9-7'6i d, 2.6 2.O t,3.
l0'o' 37 3.6 2.6 5.9.
12'6. 21 a0 3.o 7.3.
DFCLU'CB
2'0' 196 2.0 1.6 35.3'O' 87 3.0 2.O 53.t'o' a9 a.0 2.6 7b.
6,0. 31 5.O 3.6 S9-
II
o20 MR'6/VNSP
7"x5'
8,200 cBcF
I
IA
7.
DFCLWDFCTUI'GA DFCLWCs6'.0' 360 (I5 1.0 5' 237 0.5 t.0 2'9.2'0' 290 0.5 0.s 3.6:7'6' 160 1.0 1.5 7.f 105 1.0 1,6 _tlr 3'f r29 1.0 t.0 5'3.10'0' 90 r.o 2.0 ro,o. gg t.o z.o op;4'0' 73 l.F 1.5 7.O-12'6' 58 r.5 2.5 tZ.e. gs t.g 3"0 ?1'5'0f 46 1.5. t5 89.
o20 MR16/NSP
13P x 15'
3,600 cEcP t
t
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At!'
;*;-g'-q-.PFcrwcBDrcLs,cB;;;-q_;.o_;.9 99; 9, 1.9 !.? "s. ,-. rrz ,.0 r.o 3t.
*-+1-++--].a 7'6' 36 3.0 2J 4,3. 3,O 65 3.0 r.s sr
::5-_ j4_1.9_ t0'0' 20 4.0 2.8 6.s. is--l? ."0 fi ?o-12'6' 2? iLo 2.5 12.6. tg 4.6 3.0 ZB. a.or ,1 s.0 ,"0 St,
Nota. .||d D.finhlor*
l.rl|tt-Ea: To conwrt cdr.n2 fo tooaLmhortA m.t ply by 0.2919
. Ddr b brrod upon b|rc l.mpg photo{rEt lcs.
. Bo.m rpro.d is to E0t6 crnts. bsam crdlopor./€. ICBCR)
O-flrh.ror to lloo. or rdl-
Fc.Footcandlos on llooa or wall rt centgr holm eimlng location.
-L
-Eltccrfu! U$d Bo.m longntl ln ,..t 120L ot maxLnum lootcrndb t6vd.lW-EJfsctiv. yrsud B€lm wl.cth lo to€t eO% of -"*l.um foor*nau t"vuiiCB.Oistdtoa aca6s or do|lvn lo coattoa boarn loc5tioat-
Epadllc.tlon! ..d Dlmm.lo|rt Nbl.3i to ch.nge wlthoot notic..
"oo/u
DI
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oIANGLLJX"finl+
rec'csse(/ lrtttt Lrrtltuqc u((:<'nl li(:ltrl
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FBATUTTB!;
Anglux MR/4 is o 4" operlure odjustoble occenl lighl designgd lor use with
lZ*olt MR.l6 lornps (75-wott moximum'|. Unique conicol raflactor design
minimires operturo brightn€ss. Fixlure hos o O*45' ongulor lomp odiult
m6nt wifh o 358o horizontol rolotion. Recess dapth is only 61/r" .
The fixture provides cosy onalinger odiustmcntof bofi tilt ond rototion ofter
lomping. Once focused, thc odiustmenl con be lockad in ploce by meons
ol two very occcsslble thumb scraws.
Anglux MR/4 occepis ont or tvto opticol occessories- Thrce kind: of lanr,
o UV lilter ond six glosr color fihers ore ovoiloblc.
Relleclors ote ovoiloble in cleor nolrirol oluminum, chompognc gold, or
block Alzoke. Four :tyles of LightChormsc.decorotive ossomblias moy be
ordercd inslaqd of stondord tefleclors (deloils on p 2.4.5).
Angfrx MR/4 includet o poir of mounling hors lt/1' x 27" C chonnell.
Specioliy bors lor wood ioisr ond T-bor inslollo ons ore olso ovoiloble.
I lrf r I lE tfl6 I 24ffm1
il ll
I F. {([u'fl6a i
IF 5 X{ K}rn} dh --1
S ?A' r r 3/{ 1352 r 29&mi
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Rcqui.ct c.i[.q oF.' ng ol a Tf (l2.krm]
PROI}UCT CODE
For o complete product code, list thc boric unit ond cclect one code ilem
frorn eoch of the following boxes.
Bosic Unit ..........-. Angiux MR
lighlChorms decorolive osscmblicl moy be ordcrcd insteod o[ the
slrndord rcffoctors obcl... (Details on p 2-15)
LighiChormr Silvrr lq..... IC-SR LightChorms Opol ............ tC'O
lighKhorms Silrcr Poh*... [C-SP [igh€horms Cry*o] ......... tC'C
.{09 EASI 60 STREET, NEW \ORK NY iO022 TEt2l2 521 6900 tAx2l2888/98i
.cogy4ru, tdd trio ue;q p llc...:.:lpl:".r.t'*:Tj{Y.-l *:-1iJ,::,ji::d t',
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APPLTCATION'S
Fixture is ruhoble lor directionol occent ond disploy highlighting in 3tores,
officse, mu:eums, r€stourcnts, rhowrooms, rasidenccs ond hoteis.
fixture is union modc IBEW; Ut lisbd for Domp locotion; ond in
complioncc with lhs componenr bosad afficiency r'tondords of tha 1995
New York Sbie Encrgy Conrervotion Code. Fixiura includsr on inlegrol
Clors H tron:(ormor prolectcd by a self-reseiing fusa- Fixture is prewired
w h thermol protector ond opprovcd for lcn #12 wire 90"C bronch circuil
pullthrough wiring. Removol ol ths rellector ollows occess to lhc lrons.
formcr ond iunclion box.
I >. fo ,ni,nimiz. toclcl/lanp problemt wc recommeod the vsa ol lanps by GE,-Os*t*/Sylvonio or Phllips. ln oddition, la orer: of high ombiaht t.mperoterct lha
lomo shovld bc hnited'to 50 ..ottr.
Slondod rcflecror flonqr conlinuer r.{l.ab. finirh. Wh}q coi.hd [onqE5 onC cu|3m poldbd
flongor orc ovoibbh o-n rprciol oda- Add \^/F t*h;tr flitrg.l or CCI hustorr colcr fiong€l
OPTIONS/ACCESSORIES
OPTIONS
Specif! by adding ro thc basic unit.
fnfagrof tronslormar ruitoblc for 277 volt opcrotion ..............- 1277l,
ACCESSORTES
Specity as separate lilz'e iums.
2 %" (60mml dio gloss dilfurc glors Diftute Gloss,/2 375
2 %" {60nnnl dio gloss sprood lcnr (on+woyl . lorerol [ens,/2.375
2%'l6Cranl dio gloss prirnrolic |enr............ Prismotic lcns/2 375
2yi beuri dio glost W fililr ...'...'.-..'........... .' UV Filter/2 375
2 %" l60ml dio gloss cobr filtn:
iurprlre pink ........... PNK/2.375 blue ...,'....... ......... BLU/2 375
dgylight b|uc ...... ..... OA\ / 2.375 gt on .............-...- GRN/2. 375
omh? .,............. ..... 1,]v\S/2.375 tld ....."'..... . .... .' RED / 2.375
ANGLUX MP4
O;il::ff',*li1r1T,",,", *,o o r, No 3 66e,
Luminoire ri'jeised o_diu*oble ongle occent light, with cleor protective gloss; lomp oimed ol l3o obove verticol
$[*"; ..... . ..:::.::'::' 1;.Yi""
MR'16 quortz' 72v ' t4" be6mspreod IEYF]' l30o lumens
bffi
i iltEri Ufi't "'5i *A
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Vetlicol
Angle
llorizontol Angle
o 3A 60 90 120 t50 t80
0
l0
2C
30
50
60
80
90
2199
10024
2482
t92
te
0
0
0
2199
7)76
l32E
144
38
l0
0
0
2199
2s30
385
96
29
10
o
0
o
2199
dtt.l
18
o
0
2t99
414
r25
29
l9
0
o
0
0
0
?r 99
269
'r06
t9
t0
2teg
231
I t5
l9
o
0
0
ute
GE
O5R^\,/Sylvooio
Philip!
GE
Osr*/Sylvonio
Philip6
Philipo
osr4,/Syhonio
Osr+e,/Sy{vooio
CE
Osr^M/Sylwnio
GE
GE
OsrrM./Syl|tnio
Phiiips
GE
O!rr^a/Sylvonio
Philipr
|.rl
Os*$/Sylvonio
GE
Osu.u/Sy[,o nio
GE
Phllip!
GE
20
20
20
25
JJ
JJ
IJ
t2
r'2
50
5U
JU
50
50
50
fU
50
5U
50
75
75
75
/t
75
rJ
8200
4t00
3300
3350
850
460
490
8500
13000
8100
4000
3eoo
t550
1500
| 3100
2r00
t2500
9150
t0200
/'4ao
3000
29Cfi
3500
?450
?500
t725
| 500
12300
15000
I t500
5400
4600
7950
2000
2l oo
3000
3000
2000
3000
30c0
2000
3000
200c
3000
4000
3000
4000
3000
4000
3500
3500
3000
3000
4000
3000
3000
4000
3000
4000
3000
4000
3000
';"12,
t3'
36"
36'
o'
8"
12"
18.
20,
38.
.t0.
27'
12.
13.
24,
24'
30.
32
38"
40'
40'
14"
t4.
24^
25,
38"
38.
42.
EZX
ESX
ESX
ESX
gAg
&AB
gAB
FtX
FRB
TRB
FRA
fRA
EZI
EYS
EXT
EXT
EXT
EAL
EE
EXZ
EXK
EXK
EXN
EXN
EXN
EYF
EYT
EYT
EYJ
EYJ
EYC
EYC
EYC
I
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IO5RA a/Sylvonio
Philipr
OsRA,. ./Sylvonio
GE
Osi^$/Sylvonio
Philips
4000
3500
3500
3500
4000
3500
3500
3500 I
i
All voloes listed obovc orc monolaclwets' borc lomp dcto. fhe opercfion oi
thesc lomps in A.,glvx MR/a will prcduce simile. beoaqreods.
MR.16 IAMP INFORMATION
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Gen rdi The Saga Series R€oessed
Sl6p Light is pedec,t fur walkway and
staiff Ny illumination.
Housing: Rugged copper'frce caet
alumlnum houslng and door lrarne.
Lansr Opal glass lens is dandard. Opal
polycabonalc lcns optlon available.
Llmps: Larp irrclded. Accapts 13W
and 18W compact tluofesoent, T"10
incarideecent (40W mrr.) at$ 120112
incandescent hrps.
Eallast: Inlogral ballarl. mountcd to
rellector bracket for easy malnlenance.
Compac{ fluomscent units standard with
unawrsal 120V. 601-12 eloctronic bailasl(fF/|8'C atan ttnp).
Finlsh; Textured pdyesler por\d€r coet
finish. Recessed houslng and reftector
btacket wftits on all fixtures. Black finisn
standad on bge fnnr. Eronzc, gray,
while, silver, end verde greeo fece frem€
oplions available. For custom colors,
pleas€ con|aet factory,
Gaskels: Silicone gaskets ar.e standard,
Fhme: SEVen faco lreme stylGs
available: Angled Coloff, vsflical Guald.
Horlzonlal Guard. Hodzontal DirGclional
Louver, Four-gqugre Quard, Open Fece,
Verlical Dileclional Lotrwr-
Mounting: AvailaHe for pos/cd coflcnte
mounthrg, studwall mounling, new
construciion mounting ard masgnry
mounting applicalions.
l{rrdwtrc: Slalnls6s 6tc€l hardwarc ls
slencle|d. lbmper Rogistanr hardware
opUon a\ailable.
Listlnger UL Li6rod in $e U.S. and
Canada 1570 tor Wet Locations, suitaHe
fof mounting within 4lg€t of ground and
is AOA ooopliant.
Olnensionr: 10.23' wide x 4 1/S.0'
oeep.
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oo mm"
Fqr€crs cryd
o9gr FB
mnH
-FIEil
5mnI
l/rti.d Diltird torltr
@tltu B-J
o
or
6161 l\lotth 64th Street ' Mitwaukee, Wt g3plg-1g4g USA r phone:414.431.g900 Fex:4t
www phoenixproducts,com
4.438-O2l
D
PHOENIX'
DI
ORDERING T'Off
tbnA EERIEIS uorn'.t SI:Exxnpb;@l 16l lG-lllt
- Custorner must order ltem A and
WATT' FACE
tbft I EEnlEt IOUNI 1yp: FA;.1Ee-'nnn,@l fE-l lffil lffi.lllr--l-tttl
SG F ISCFL AC,18CFL VGINC HGtltc/TP , HDt.
120nzNC {s0
laHztNc/TP oF
VDL
llounilra
F= nrcssed
Llrno t dbidlvp.
|3CFL. 13W Cooprct Fluoresconr
1ACFL ! l8W Corp.st Fluofescenl
l C !! T.10 hcgtdcaqaDt (.u r'l'rr,i laqvt
lNCrrIP = T-10 Incandatoalt with tfi '||rl prolector (#w |ltrr": ra0vrlnt.in t Flrctttr t.q*.6 b. :itc -.d -, io.r r.d;"iiirg i,,;6jg;;;i,
I?C/I?INC rc T.l0 Inc.ndegnt (orv r,r+i rtov,,tcr/|
'
*"'"m lJgm#mglP.Eu$jffi gg,Hii *,
F ama
AC r Ar@Grndl
l/G e Vrrl&rl OurdfG : Hori:qBl Gurd
I'|oL = H412;p111 g6f6toa.t Louyr{
aSG - {€auru GurrdG = Orn Frcc
VDL * Vcr0cct Oileiiiond Lorr!,'6r
I t.Ot-3t ll(5l6'to
- custorner rnust order ltem A and ltem B lor a complete fixturs
EiAl:h.Fr.a rlraaxr
BFZ c Brqrze
WHT = \tYhite
\GN = Verdc Grcsl
GFY = Gfay
SIL r Sllll€?
CG = (13166 64ort(!o tf h.ioty,
SOH CON cFLuoR tNc
NC
EC
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QON = Co-." ,t.n *rt,
MOR - lioiar/Mrcory
ytlc = t{fu Cgn:tr|.llin (rwt.|. iin| rt|n .......r, I r.r r t .. lhqr itr. hEi{
EC - ld615g 6algnidlon (nc*E rtn me Gtrsryl
trmF l||D.
r/ CFL = Oqnprcr FtudEtcsnl
INC - Incandscoar
Item B fcr a complete firture
OPTIONS
oPno s t oLTAG€ f| tstr
-E.frffi-iffittl
TB 277!/TFH E47Y
BRZ/ wHr
voN
GR/
EIL
cc
l+Fr (o!.r orlr r.n !r--'rr
OIP r Ogrl Pob€ioonrtc Lco3
t.!a intlb on tu it&'lt itodbt
Optlcnr
t! = lbrminrl Ekrd<
&al |trLlrb cr hFtna..a.nt r|iodbl
TFF| . TanP* Fcsi3ta,I H'd$rrt
lfohrot tr-aov qraarra
27Al a tTT Ydl
347V - 917 lroal trw on lrr! qrt!
Tlirn fiiFo itq$tForicr lq.rlrqlr .orrrrrr
SGTF.BLK-Bbd
SGTB . 8RZ rc Ermze
8GrR.W{l=White
SGTR . llGN r lbnfr 6rean
SGTR.cBl=qr.y
SGTR.SIL=Sl[cr
SCTfi - CC " Cuslom 6olon
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www.DhoenixorodrCts,com
PHOEHtx.4-439.0213
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nC{!I'{, r Chn v*l.
tO . Fo.HL.
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SGFTtcFLAC
1 Elt Compact Fluorasoont
Lunans . 'l2m
SGRISCFLI'G
SGNTrcFLHG
1 8W Comp.ct Floo.esc€nt
Lum6m - l20O
SGRIBCFLHDL
tEw Oolrpacl Fluorescenl
UJmcn3 - 1 20O
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tloaluid ltrEiqrd lorv
ol
ol
ali ora{ a.H rttH
soH1lcFlIC
I EW Comprci Flltd€soent
2'Mounling HsEhl
sllH olfi'| ,lri .MH
SGRIACFWGI
SCSTECFLHG
lEW Conpact Fluo|lsocnt
2'Mo|rnr|ng H€ight
2r/|{ Otat irH 4utl
SGRIOCFLHDL
18\ J Compaal Fluorusccnt
2' Mounling Heiohl
' Fer I I rlh 'til r..lq!y firf!.aJl v1'!| 0t 0.D
ln*d Ctr^oil ,s
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TOTAL P
Results Cooper Lighting froaufI
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(Stock item)
HSA6256'for use with Hzl4*, 25o Slope.
HSA6306" for use wilh H,t4', 30" Slope.
(Stock item)
HS46356" lor use with H44*, 35o Slope.
HSA6406'for use with H44-, 40'Slope.
HSA4104'for use wilh H43, 10'Slope.
HSA4204" for use with H43, 20" Slope.
HSA4254'for use with H43, 25" Slope.
HSA4304'for use with H43, 30'Slope.
H1999For use with H99|CT. Extends lamp
1" (25mm).
H2920|CT25W A1I lamp. Louvered trim.
Wiring conneclions are made in
fixture. lP rated.
H2922|CT25W A19 lamp. Fixture is
prewired to iunction box. U.L.
listed lor feed through
applications. Louvered trim. lP
rated.
Housing: 8"L x 3 1/2"D x 4 1/2"H
Trim: 93/8'Lx53/4'H
lP rated.
H29fi)TProvides 10OW lighting on each
side of wall. Albalite Lens. White
finish. lP rated.
Housing: 13 1/2"L x 4"D x I 1/4"H
Trim: 'l1 3/8"L x7 314"H
H277sleps 277Y line voltage down to 120V
fixture operating voltage. 150VA max.
Not compatible with box type lC
fixtures (such as H274lC) due to
physical interlerence wilh the housing.
6 of7p
"lt
http:l/www.cooperlighting.com/search/print/print_special_results index.asp?brand=Halo 12/t5199
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rRis CATALOG':
Specification grade A lamp fbdure rated for direct
contact with insulation. Ths 50o culoff to lamp
and.lamp image provides a glars-fre€, smooth,
medium beam distribution. Lamp module and
TYPE:
optical oloment can be changed after installation
to provide a variety of lamp sources end
dlstributions.
B-.-...-.....-..-.-.............-...j
slATslc
toow At9
I oow BTt 5
too|,f iltBtg
Incandescont
-r
6' DOWNTIGHT
_ 0 3/f.ltTztrml
G...Jrnctlon BorA'..'Finlrh
.0{0 thick aluminum spun parabolic raflector in
Clear, Gold, Haz6 and Black Alzak! finish. Black
Alzal€ reflector is two piecs wjth specular upper
and black lower reflector. Othsr options upon
raquest
B...Fltn0.
Self flange refl€ctor or diacast f,angs with oithel
matte white or cloar coat finish. Die-cast flangos
are easily removod for field painling. Elemenis
are keyed for proper insertion.
C'..Att.chm.nt
Positive torsion springs pulls flangs light to
ceiling. M-echanical light trap eliminates spi[ light
at gdgs of flangE or roflectot
D...Socl.t
Nickel plated porcelain sockst, Fixed sockot hsighlgnsuros consistsnt lamp position.
E...Elcctrlcrl
Keyed quick connects provides aasy lamp module
installation.
F... Frrm./H ourlng
Hot dipped galvanized 18 gauge steel frame
with built in tZ inch plastor lip. Gunsighrs allow
for con6istent alignment. Aluminum .092 thick
18 cubic inches, listed foll*|2 AWG or 6#14 AWG
9{P C additional feed through conduc'torc, has five
1/2 inch pryouts and two buih in .omsx strain
reliefs.
H...Br. Ha || gorr
No Flex. bar hangers with positivo locking, for
uso with wood, engineered wood and stoel framejoists spaced up to 24' O.C, Not for use with T-Bar
eeilings. Nailess barb and locator lip provide
consistent installation height,
l...Codcr
Thermally protected, lP labeled, for uso in direct
c-ontact with insulation. Moots washington state
Air tight roquirements, 199S CABO Model Energy
Code.
J...L t b.l t
UL listed. CSA certified, standard damp label.
IBEW union made.
housing allows for hobt
G IT'IFO B IIA
SAU PLE NUMBER:6/Al9/C
and reduces
NOTE:
U.|l con.i6ls_of lhaoa component!: plrttorm, l.nE nodulo,|no optacat alemo.ll !!dt wilch csn b. oadored repontety,
Unit- .-= Platlorm + Llmp Modulo + Elemonl5r'A19/C P-5 M-120 E_5A19C
GOOPEB LIGIITIT{G
La mp
Al9=100wAt9
100w BT15
10r0w MBt9
FlnishAperture
Blank=White Dio-cast
SF=Self Flange
RAW=Natural Die+ast
Cooault your roproleotativs foa orded|rg compoo6nt!.sp.rrtely. For.ddillonal optlons pl6as6 consuh faclory.i.|I)197003 Revt
UnirNumUer: "r^7;l
5/419/C
Test No. H16062
Lamp: tOOatSIFLum€ns: 1720
Cutoff: 60.Spacing: i.0
Efncf6ncy 7O.9%
Unit LPI : 12.2
Ca ndcl | 3v"F-- cDe3F_-=--ss-i_l-_ro90
550
15 ml-iH
t5 8{2.s r0€o 1102
Dlstrlburlpn
| \.\ .. -tt......''\\ j t-
| ....v If.. . ."" ,rr ..t-
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t"7 \ Ilt \'1|,a _-j\rK\
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lllrrtlon
In rDG G --Em;
Dlrmrtlr
f.|||D W.tf.!. frufttpl.
?5W r 0.58
d)|v r 0.t0
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Zonrl Luman Summaty
Zom t"urt.ar fbrr .a!-::rt-rlrcgo_ Ee o.o -F:t-
o-ro 1060 El.E 06.,
?g trro rr.0 ss€o-so 12zt 71.1 tooog.Gtm o ao-------o"o--o-rao rzz rr.r --id6-
Cdfn FCtcarnct
Roo|n C.vlty i.alo
Wd Bcltertrs t0
71
69g
GI
6-'
al
50
al
z
73
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59
54
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99
36
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71
66
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71
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63
5g
56
10
,o
70
65
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53
r9
t6
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6Es
6l
181
at0
12
6'
g2
6E
5i!
7l
6'
63
59
0
5/419/C
Test No.
Lamp:
Lumens:
cutoff:
Spachg:
Efficiancy:
Unlt LPVI/:
H36{198
1008T15/
HAIJSW
t88o
50.
09
57.3%
10a
C.ndolrs
v.rd€l cD
*--------=
---;#
-i
a5 tt53E at825 ToIrtS gs:l
5 1076o toTg
b.'lP Wdrrg. ftuftHtd
751,V r 0.70
Dlrtrlbutlon
r-r
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t.,.. \\ ..j .L
l t..\ |
I t .\'II t ,..-\l
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Lumlnrncc
Dcgrx odld86' o
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Zor.l Luman Srmmrry
Zo||. LumG tLr.rp *t]|nlflh.
9q nr 30.1 6a6u-ru ots bt.e $.roco ron iij-----E-'aso roro n.g ----ld;-
orm o on ------;t--o.rm rozs 67- -----id;-
C.fllo! R.n d..ca
l{rl irllc.|rncr
noofi 6a*yn 0o
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8as
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37
35
d)68
5't 65
5l
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45
43
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38
llotat Ind Fa|frul..:
bmhr|c : To corva.t cd/rn, lo toodmb.,r., rruttdy by O29lg CU t{olx/Fo.n|r.L*
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'lCoh. o, Ughtl
'Footqndlr .nd CU muldplon Clo|. x lO Hlre r .96, cotd x .g.). E€am d|amdat la to 8094 of m.d.rE n toolc.ndor, rcrirnded to lhe nctrad hal _lool. Footclndlo v.tusr !.r Inhtlt. AppV lpp.oprtlro risht t.;" i""to;*ii* ilil;:,
. malntolnod i[umtn.nc.+ep_t9.n9!Sl-qq!.!!Cht l9!!_!:g9f!rcom arct
. td.l nurDbor of l|,lnhakc|-total aooan aasr x ,halntalnrd flumlnrncat;,fi iuffir'ETiiith.ii#,fi;;:I. Ct d.t brs6d on 209a .tto.thre ioof cevlty ..hancq
6p.cnc. o.r. $d Damrrdonr .|!tlact to d|.ng. wlthoa{ no{oa,
I DARKLITFnTgzs
, e ( (: -$.s (i (T,,\ I e rr't p tl o ttt n I i g t"t t / ut a I I w a s I t t. rIr
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FEATURES
Dorklito Al9/5 ls on cfficicnt 5" operturo downlight designed lor use
with inside frosted A-l 9 lomps ll O0wott morimum). Tho fixrure
provides o rhielding ongle of 40.- PrecisE refleclor design ninimizes
operlure brighlncss.
One bosic housing ollows intcrchongeoble use of the downlight ono
wollwolh reflcclors. This permits housings to be instolled first ond
rcllcctors instollcd or chonged ot ony tima.
Dorklii. Al 9/5 is port ol o fomily ol A lomp downlights ond wollwoshcrs
ovoiloble in four operture sizcs, eoch scoled lor o differant cciling haight.
The 5' operture molches lhot of our 5" compoct fluorescenf, low volrogo,
PAR ond HID lompad downlights, wollwoshers qnd occant lighrs.
Refleclors ore ovoiloblc in clcor noturol oluminum or chompogne gold
Alzoko. Wollwosh rafiactors ovoiloblc ore: wollwosh (l2O.l, corner
wollworh 1210"|, double wollwoeh {2x120"}, ond holf wollwosh [60"1.
Dorklife Al 9/5 incl'rdcs o poir ol mounting bors (%" x 22" C chonnel|.
Speciolly bors for wood joist ond T.bor insrollotions ore olm ovoiloble.
APPLICATIONS
Fixtorc is suitoblc for downlighring or woliwoshing in o{fices, stores,
reeidences, lobbies, corridors ond receDtion oreos.
Fixlurc is union rnode IBEW; Ut listcd for
Oomp l.ocolion; ond in complionce wilh
the component bosod efficiency ston.
dords ol the lggi New York Stote
Energy Conservolion Code. tix.
5 lure is prewired with lhermol
i: | .
thtti..1J, pf oleclor ond opprovcd for
ten #i2 wire 75"C bronch
circuil pull-through wir-
ing. Rcmovol of the
reflector oilows occass
to lhe iunctioo box.
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:- f rrtzgxal*lrrl .--....._-l
Rcquirrr cdliag opening ol 5 1/." | | ,adrnrrrl
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I;t>r u to,nplctc proda.c, code, tist the basic rnit and sclcct one code irdm
frotn cach of tlu Jollowitrg boxcs.
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Rcflcctor ond Flonge Color
Sbn&d rrfl€<lof llong. contrn,Ir rrff*or ftni*. \|v||it Coidad lLnOar Onat curlorn po,nt.d
llqrg.r or. ovoilou. on +tciol od.r. Add Wf (*fiil. ffonocl or CCI l.!5ro.n @lor fiong.i
ErAn c: A t 9/5 CWW COL lyF is th. conpht. prodyct cod. -rbr ocorne t vallwasher yath
cLu ftllcclot and vhitc t sintc.l owrhl lld]n,]..
Acctisis0RrEs
Specify as a rcparate line iten.
277/120 volt tt F.do\lrn lronrfonncr.
3OO wotl moximum 277/l2O XFMR
10e EAST60 STREET. NEWIORK Ny t0022 TEt 2t252t6900 tAX?12 8087981
t prri€li. Ediron e.b tistft t99? cDoAlib ile '.gi'ri.d rEd.adt cl €Ji6 t i.. tighri'€ t,t.a
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Rellector'rype
Down|i9ht............... no suffix
Wollwoth..................-..WW Corner Wollwosh .-.,..... CWW
Holf Wollworh,.......... HWW Doublc Wollwosh ......... DWW
DARKLITE ,tkg6 O Z^* |qlf. -
!iiJ{*:ilitiii;. rlJZliFrifii?IE;;'ffiSEnfftFlFmiffi{{Mflieiffili9Ew'q*!-;gt*O*'4g6fa;! i}n:
o##;ff #l?11",.*, repo'No 33 | e,
Luminoire recessed incondescenlwilh spun oluminum
reflcctor, speculor linish
lomp .......................... | O0wottA' l 9, I Z40 lumens
Efficlencv ................... 67.1%
Spocingtrilerion ......... 1 .0
ZONAT IUIVIEN sUM'YIARY
Lone lumenr %Lonp Fixlu.a
0-30"
0.40p
0.60"
0.90'
90 .180.
0 -l 80"
724 4i.6 62.0
1053 60.5 90. I
t167 67.1 100.0
I 168 67.1 1000
o 0.0 0.o
| 168 67.1 100.0
COEFFICIENTS OT UTIUZATPN - ZONAI.CAVITY METHOD
Eflective Floor Covitv Refleclonce 20plo
Room Covily Ratio
DARKLITE Al9/5 WW
i;;ibii;jjli;;i:-.iiir'l'it$i3lrilitllliflf*lt{g.Fir.S$5?imrEr#lttgftlT.:lt} :glF?iltrflElrlqfd;IiSt?$rf*ttr
noN
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2
3
A
6
7
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LU|,IINANCEDAIA
45
55
65
75
85
lo52
t0t3
860
840
533
137
o
0
0
l5
ZJ
35
45
55
65
75
6J
90
70 s0 30 100Rcflx:tonce(?ol 80
wdl Reflsctonce In 70 50 30 lO 70 50 30 lO 50 30 l0 50 30 l0 50 30 l0 o
75 75 75 71 71 71 68 68 68 67
7t 70 69 68 67 57 66 65 65 63
67 65 64 65 6^ 62 63 62 61 60
6t 6t 59 62 60 58 60 59 58 57
60 58 55 s9 57 55 58 56 54 53
57 s4 52 56 53 5r ss 52 5l sO
54 5t 48 53 50 4S 52 50 4e A7
50 47 15 50 47 15 49 n6 64 nA
47 44 t2 17 44 42 ,16 43 4l 4l
LA 4t 39 44 41 38 43 40 38 37
42 38 36 11 38 36 41 38 36 35
80 80 80 80 78 78 78 7877 75 73 72 75 73 72 7l73 70 68 66 72 6C 67 65
70 66 63 6t 69 65 63 6067 62 59 56 66 62 58 5661 59 5s 52 53 s8 55 526t 55 51 49 60 55 5t 49
58 52 48 45 57 51 A8 45
65 48 45 42 54 48 44 12
52 45 41 39 51 45 t\ 39t9 12 39 36 18 42 3g 36
WAUWA'H
Distonce
F.om
'ir'J:,f
2'6" Fron Woll: 2'6" O.C.3'fpnWoll: i'O.C.
Bebw
fixlwe
'Eelween
fixlwes
Bclow
firtutt
Sclwe€n
Fixftrres
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5
7
II
l6
22
20
i5
12
9
9
IJ
2l
?3,n
I(
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9
7
5
9
l3
i6
l6
14
ti
9
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l6
l4
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9
7/ll ' | | | ' t
f ,qll r"'rticul litirrtndltt arc inidt/l ,alltPr rt'ilh tlo aonttilrxti.tn frnhr rcllittB t t'
J noor refletu,'ils Canp\hltia'n lrt:t fortlt(d with ( i ial of]iv wtrllwathcrs.
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rffs CATALOGI:O TYPE:cntPttoN
Specification grade A lamp ftduro ratod for
direct contact with insulation. The stepped kicker
reflector maximizgs light towards the wall for
smooth, pattern free illumination. Cutoff to
lamp and lamp imago is 50", Lamp module and
oplical element can be changed after installation
lo provide s varioty of lamp sources and
distributions.
5/A1e WWC
tootY Ate
100w BT15
rooyl, mBlg
-
5" WALL WASH
oowtrtLtGHT
'..D
c.... ......-..-.-.--.-...........r
(OA
Sttt' 0
.0,10 thick aluminum 6pun parabolic reflector in
Clear. Gold. Haze and Black Alzap finish. Othe.
options upon roqu68t.
8... |(l c krr
Iniectaon molded, vacuum metalized slepped
optics with hardcoat finish is specular cieir,
Available in eingte (120"), double ((2)120" @180' apart for corridorsl, corner (2{0" for inside
corners), and half (60" for outside corners or
doorsl wall wash versions.
G...Flrne .
Self flange reflecior or dis-cast flang€ with eithel
matte white or cl€ar coat finish, Die-cast flangos
are easily removod for field painting. Elemenis
are keyed for proper insertion.
D...Att.Ghm.nt
Po-sitivo torsion springS pulls flango tighl to
ceiling. Mechanicsl light tlap etiminarCs spill light
at odge of flango or refloctor.
E '..S o. k.l
Nickel plated poroslain socket Fixed socket height
enaures @nslstent lamp po$ition.
F..'El.ctrlG!l
Keyed q]rirfr 6611ects providas easy lamp modulo
lnstallalion,
G...FrrmarHourlng
Hot dipped galvanized 18 gaugo 6teel frame
with built in 12 inch plaster lip. Gunslghts allow
for consistont alignment, Alumlnum .032 thick
housing allows for heat dissipation and reduces
weight.
U.'.Juo3tlor 3or
18 cubic incheg, listed for /rt2 AWG or 6tl4 AWG
90" C additional ,osd th.ough conductors, has five
1/2 inch pryouts and two built in romax Gtrain
reliefs.
l...Brr Hrngars
No Flerl bar hango.8 with positivs locking, for
uso with wood, engineered wood and steel frame
ioists apaced up to 24' O,C. Not tor u86 wlth T-Bar
ceilings. Nailes barb and locator lip pro\rido
consistent installation helght.
J.-Codar
Thermally protected, lP laboled. for use in direct
contact with insulation. Mo6ts washington state
Air tight r6quirements, 199b CABO Model Energy
Code,
l(..'Lrb.lr
UL listsd. CSA cer lied, standard damp label,
IBEW union made.
ORDERTT{G IN TI
SAMPLE NUMBER: 6/Arg
Aprrturc
5V_r___-J
1H.25'
OTE:
Unit con6lst!-ot th... compo.Fnte dstfodn tsnp .radr,r.rd opll5l €bm6nt aach wfildr c.n bo ordc,€d sprr.toly.
9ttlt = Plaflorm r Lamp Module + Etommt
6/419 WryC P.5 M-120 E-5A19WWC
COOPER LIGHTING
4Dt97010
Lamp Dl!trlbutlon
WW=Wall Wash
DWW-Double vlry
Cll/W=Comer l/VW
HwW-HaltWW
FInlrh
Blaok=Whito Dlecast
SF=Solt Flango
FAW.Notural Die+est
Conault youJ aoF€s€ntatlvo loa otdarl|tg cornpoo€nrs
5€p{al6ly. Foa lddhionel options pl.E!9 con3uk fm{ory.
Unit Number: 5/Atg U,W/C Fl
.-l
5/Ar9 Vyw/C
Test No. H36097
Lamp: 100419/lF
Lumens:
cutoff:
Spacirg:
Efficienca: 17.5Y"
Unil LPI/V:
l'6' Dl.trnc. f rom Wrll
Gtndelsr
GD V.itlcd CDWdl A'lgl. Downfi0hr
0900
lsso4750
32650:#
303 2s 133#-++
Slnglc Flrtu rr
2' Distrnoc [rom Wrlt
1720
60'
12
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I5
58
a5
35
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Nol.. md tonrul||:
. lllumln|nc. vrlu.. lo. multlplo f:du.o! .r. b.tad upon th€ rrolor two untto ol r four ||nlt rray.foolc.ndl. vCu€r !r. ccntorlino ol fixtur$ lnd coni"r.a bet rd i-rru;:- -' * -
' lllumlnrnc! v.lu$ are coslne cor.octod hftLl vduct wfth no cont lbotion t fin into, ,s0octlonr
^
trom otFr .oom .u,f.cos. Torar tuminatoo rnay tncciro ior iririiiii"* t-,
"o,r. *rr.c!.
It T*l"T *n t om ccirins.
. Lnane|no l|{lt.o rp.clng wlll aft .r ilkhdnarEo Lvsl.
No!., F"- Eim#gbs x Avo.aso Tabto Fc L4€l
' lfyhon t'lactlng color€d cooo3 ootton, only.dow. ight cona la colo..d; tha wrl wath iafloato. ls apGculsrcreer. Thr! .[,0w. the coro. (c.r,iKl oa tho tigt t rr.* r. ti .iri."il.i'e-ni maxhnrzor tum€n ourDur.
I
Curlom.r FlEr.6^r-. rral iillllli. ^-
0o{.||.|..Oorn
Fqt| c.h
ISpe.lfrcrtloE ..|d Dtmrn.lon3 .ubtcct to .fi.noe wllhoul noalco.
I DARKLITil.trgls
I ('('(:.s.s (: (l A I/ltttl.t rl O ut rt l i e lt t / ttt c.t l l trt Q s tl a r
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:1"]:fTtIii iiiii:...::i;i:i tii j i
FEAIURES
Dorklite Al9/5 is on efficiont S" oporrure downlight designed for use
wilh insidc irosted A-19 lomps llOo-wo moximuml. The fixrure
provides o shielding ongie of 40". precise raflecior dcrign minimizcs
operturc brightness.
One bosic housing ollows inlerchongeoblc use of the downlighl ono
wollwosh rcflacloru. This permits housings to bc insfollcd lirct ono
reflectors instolled or chongad ot ony time.
Dorklits Al 9/5 is porr of o fomily of A iomp downlighrs ond wollwoshers
ovoilobla in {our opnrtvrc rizcs, eoch scolad for o differcnt coiling height.
Thc 5" operture motchc: thot of our 5. compocr fluorescant, low volloge,
PAR ond HID lomped downlighrs, wollwoshers ond occent lights.
Refleclors ore ovoiloble in cleor noturoJ oluminum or chompogne gold
Alzokc. Wollwosh reflectors ovoiloble ore: wollwosh ll20.l, corner
wollwosh (2lO'), double wollwosh {2x120"}, ond holf woilwosh (60"t.
Dorklile Al9/5 includE: o poir of nrounting bors l3l,,x 22" C chonnoll.
Speciolly bors for wood ioist ond T-bor instollotions ore olso ovoibbh
APPLICATIONS
Fixlure is suibble for downlighting or wollwoshing in offic.i, sroros,
residences, lobbics, corridors qno' raccption oreos.
Fixlure is union mode IBEW; UL iisted lor
Domp [ocotion; ond in comolioncs with
$e component bosed elficiency tton-
dords of thc 1995 Nsw york Stols
Fnergy Consorvotion Code. Fix.
lure is prewired with thcrmol
prolactor ond opproved for
len # l2 wire 75.C bronch
circuit pull.through wir-
ing. Removol of the
reliector ollows occess
lo the iunction box.
PR('I}UCT CODB
Fot a conphte product code, list thc baric rnit atul select ona code ircnr
fron each oJ the follou'ing boxet.
Reflector ond Flange Color
Overlop Flush
Cleor .....................,....,..:.................... COt .................... CFt
Chompogna Gold .....- GOt....................GFt
Sami-rpecu1orClaor.....,.,.........,............,EOI.........,..........EF1,
Other rsflecbr finishcs orc ovoiloble on cDeciol o.der.
Stondord rflectorlongo coilinua3 r.ll.{b! li^tah. Wh s poiobd ll6qc. cnd crrrtom ooinrdIong€r qr! ovoilobL on |FG('ol ord.r. Add Wf lwfiin fl6ngJ or CCt lc,jJun cCc longel
Exuotple:AIA5CVWCOLWFltthcsohtttcrcpraducteoieJor0trttlern-allrrcrher\.h
clzor rclcctot und white Fimcd ovdap nange.
,r,c{lEssoR!E$
SpeciJy as n separata line iten.
277/12O voh tnydown lronrfonnor,
300 wott morimum 277/tZO XfMp
I @rmxro
409 EASr60 STREET, NEWVORKNy t0022 TEL 2t2 52t 6?00 FAX 212 986 7?Sl
topridrt,Edne^&i.GUolttns1997'oo*li{.i.oagid.-dr.cd.tudolEd.$.P.oLi!fin'E t.t4
iffi,'s il FKt'.f_ffi
i ur'Fn,nr-1}il,; i'.:'..,i tt.; . ,ff-
I I l.-- ,€7nild^ *l I I
I l-- 6la{$emda *l
i
9' x ' @9 r 279rnl
Rrquho cciling opning ol 5 3/.' ll {6mml
Raflectrrr Type
Down1i9ht............... no suffix
t/Wollwosh...........,...,.....WW Corner Wollwosh ... .,... CWW
HqllWollwqsh........... HWW Doubie Wollwosh......... DWW
DARKL'rE,finrt
UPHOTOT$ETR|CmPORT
lndepandantTesting Loborotories Report No. 33 I 9 I
Lumincire recessed incondescent with spun oluminum
reflector, speculor finish
1omp ..... ......,.. -......... .. I OO-wott A. I 9, I 740 lumens
Efficiency .,.................. 67.1"/"
Spocing Crilerion ......... 1.0
?
a lf,
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CANDrIFOWIR DISTRIBUTION
724
| 053
l l67
I 168
0
I 168
62.0
90. I
r 00.0
r o0.0
0.0
100.0
SUMi,TARY
41.6
60,5
67.1
67.1
0-0
67.1
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Effective Floor Reflectonce 20%
Room Covily Rolio
80 80 80 80 7g 78 78 78 7s 75 75 7t 7t 7t 68 68 68 6777 7s 73 72 75 73 72 7) 71 70 69 68 67 67 66 65 65 6373 70 68 66 72 6e 67 65 67 65 .a 65 64 62 63 62 6t 6070 66 63 61 d9 65 63 60 64 6t 59 62 60 58 60 59 58 5767 62 59 56 66 62 58 54 60 58 55 59 s7 55 58 56 54 5364 59 55 52 03 58 s5 52 57 5t s2 56 53 5t 55 52 51 506f 55 51 49 60 55 5l !? 54 5t 48 53 50 48 52 50 48 47n8 52 48 45 57 5) 1S !5 S0 17 45 50 47 45 t9 46 44 4455 48 15 42 54 48 41 42 47 a4 12 47 u !r2 46 43 4l 1152 45 41 39 51 45 41 39 41 41 39 44 ,ll 38 43 40 38 3749 t2 39 36 18 12 38 36 42 38 36 4t 38 36 4t 38 36 35
0
I
5
6
7
8
l0
DARKLITE AI9/5 W\A'
::jx'iif1;:]:::l|..'.ii;i*!{'f;riIfr:}!'.1t:J?J{irl.iji|'!1:|riIgr';l!.r;;ltJ1!{|ii;'!'.rg'*r"urrrrr*r,a,;gir!t'0i'i;t.t!,rI
t;
,-
a
15
55
65
75
6f,
o5?
013
860
8,10
533
0
5
t5
35
JJ
85
90
COEFFICIENTS OT UTIIIZATION - ZONAI. CAVITY METHOD
Peflcctoncc l%) 80 70 50 30 tO O
wall R.fl.cto^ce 1"4) 70 50 30 l0 70 50 30 lO 50 30 tO 50 3C tO SO 30 tO O
2' 6" Fron Woll;-2' 6' O.C.3'Fron Wall: 3'O.C.
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t2
9
r(t tifil ,vtlrrutdlcs ore iniliul \\1ltt(.t vilh N) ! o ttitattio Jtu (.ailifi! t)t
Ilhat rall.c\utLet. (i"trlr|tt.ttitr pfltttnned $tth ! totdl ol -tir'c rrrr/rlrarriurl.
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niS CATALOGI:TYPE:scRtPTtoltl
Specification grade 76 watt pAB30 short neck
adiustable fixture rated for direct contact with
insulation. Adiustment mechanism features hot
aiming capability, aiming marks and toolless
8.....-..-............_...........r
locking. Oplics provido glar€-fres SOo cutoff to
lamp and lamp imago. Lamp modulB.and optical
elom€nt can be changed after installation to pro-
vids a va.ioty of lamp souroes and distributions.
75W PAR30
-
5" ADJUSTABLE
ACCENT
llL,,r.il,--]lllL,tt*tAf"'-JlL';#;'-J
.0i10 thick aluminum spun parabolic roflector in
Clear, Gol4 Haze and Black Alzalf finish. Other
options upon rsquest.
l...Flrng!
Self flange reflector or diocast flange with either
matte whit6 or clear coat finish. Die-cast flanges
are easily r€movod for. field painting. Elemenis
are keyed for proper insortion.
G...Adlu rr.blllry
Lamp locks in 36t. rotation, 3b. tilt. Unit is
relompod without unlocking adiustments.
Translating conterb€am optics maximizes
light outpuL
D'..Attrchm.nt
Positivo tor8ion 6pring pulls flange tight to
celling. Mschanical light trap ctiminares spill light
at €dga of flange or roflector.
E..-Soctrt
Nickel plated porcelain socket.
F...Frr m. rHourln e
Hot dippod galvanized 18 gauge steel frame
with built in 1f2 inch plaster tip. Aluminum .032
thick housing allows for hoat dissipation and
.educes weight Matte blact housing interior.
O'..Junctlot| Box
18 cubic inchea, listod tor /ttl2 AWG or 6#14 AWG
9{)" C additiond fesd through conductors. has five
12 Inch pryouts and two built in romex strain
reliets.
H'..8r. H.ngarr
No.Flex' bar hangers with positive locking, for use
with ioists spaced up to 2,t. O,C. Not for use with
T-Bar ceilings. Nallees barb and locator lip provide
consistent inslallation hoight.
1..'Cod.r
Thermally protected, tp labclod. tor use in direi:t
oontact with ingulation. Moots Washington State
Air tight roquiremenrs, 1995 CABO Model Energy
Code.
J -..Lr b.lt
UL listed, CSA cortified, standard damp label,
IBEW union made.
DERFG T FORIArto
SAriPlE NUMBEf,: s/Pio AArC
Ape rtu re
t5l
GG-rs'
IIOTE!
rnd optlc.l
Unh consl6t6 of6 of lhrgs
olomsnt, I
Unli = Platform +
5/P3O AArc P-5
COOPER LIGHTING
Moduia + ElementM€P3O E.6AAC
oam, lamp
ord€red !e
t3: plrtfo.m,
can b€ ord€
I tomponontS:
ooch whl.h c.
rp moduh
t6parEloly.
Lam p Diitrlbutlon
AA=Adiustabl€ Accent
0'-35'
AA2o=Adiustsble Accent
0120'
Fl nl sh Flange
Blank.White Diecast
SF.6elf Flange
RAW=Natural Die-cast ppgacdy
1)
Consult youa r6ptca6nt.tiv6 lo. ordering componanisrcparrt6ly. For ldditional optiona ploeso consuh tac{orv.4D197032 R6v1
,
I
Unlt Numbor; S/p30 AA/C
t80r-
9(r I
l-^l1rj:r1ls!"-HorizontolFootcindlar Horlzonttl rffir75 PAB3O/H/NSP
lt' x 11"
r5.m0 cBcP Itt.ffirffiffiFF*;46' zos---6ii t
75 PAR3O/H/NFI
27' x 27'
3,6m CBCP
DFCLW
6,0. 110 2.6 2.57',6' 62 4.0 {0
pFcrwca
Azr
As.
6'e 88 3.0 2.5 29.*1199=9 -li-fir rir--=iT-rffitr=f-Tt'0' 48 4.5 2.5 5'3. ?5.
E.r rz z.s r.o 8,e. ffi f
-r
7',6' 39 4.5 1.0 4,3.9'0: !9 !.9 2.8 5'3- -E-------0----t10'0' 35 5.0 5.0 ron. zz ao 5.0 5'9'+c a - e.o s.o zri. €fl o o12'6' 22 6.s 6.6 rz'0.-lr z"o e"s zs 5.o1n-ji-6- sr. -ffi
45. 202 911
75 PAR3o/H/FL
36' x 36'
2,F00 cBcP
+-19__!___!!_ p Fc t- w c8 p Fc L w cBhTji€ffi F;$ffi_#F#ffiF++*+I
50 PAR3O/H/NSP
ll'x 11'
10,500 cBcP
=-_!_+_ p Fc L W ca p Fic L w ca t
All'
t:9 il r_.9 ?.9 5!. ,- ,s zo ,e. d 3rBE-i :3F:*_g+4_ J+ t.F ltr ro 3r .3. @js-i:99-g:-+q-++ loo' 6s 5r r-0 br. +r g2 ffir2'e 6', 5.0 5.0 rzr--a--as-J.6 ?,g. ot. sz ffi
50 PAR.:'O/H/NFL
21' x 21"
2t00 cBcP
tFct-ll,oFiCLwcs pFCLr!ca
I
IA
ztP
5'(r ro8 2.5 2.5 e.c oa g.o z.a zg.7'6" 48 3.5 3.5 zd-go r.o g.6 a1f10'0' 27 il.5 1.5 tO,Or fZ S.S r.O S.Sr12'6' u 8.5 s.s rzt- t -iI - s-s-ls
2'(r &t 2.0 1.6 35.3'f 37 3.0 2.0 6ts.4'O' 21 tl.o 2.5 7.0.5'0' 13 5.0 3.0 8.9.
t50 PAR:IO/H/Ft
35' x 35"
1,600 cBcP
DTCLW
6'0' 64 il.O l.O7'61 28 6.0 6,0ro'0. 16 8.0 8.0
12'6. t0 to.o 10.0
DFCLWCB
5'0' /O 1.5 il.o 2,9.7',6' 18 7,0 0,0 4.3.ro0' 10 0'0 8.0 5,9.r2'6', 0 .5 10.0 7.3.
48 3.5 2.O 3.6.3'(r 21 6.0 g.o 5,3.At a'()' 12 6.5 it.o 7'0.5'0' I &0 ..e0 8,9.
50 PAR3O/HIR/NSP
7" \7"
19,500 CBCP
oFClWcE$ffi t
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-9ErwoFcLwca9'0' 7s, t.5 1.5 Ot. soo z.o zo zgz'e trz zs es le-E g.o z-s +ftQtt' r95 3.0 3.0 roo. rz r.o e.o egr2t'125 4.0 4.0 tzr; ei E-o a.s 7!r
l'lora rd DClttlqrr:
llr||l|.|!.: To oor|w.t cdnr: fo todarirbort mddply by OZ9l9
. D!r. b bd.d opor b!,. bmp. plrotomst tca.
. E€rm rp.Erd l! to DOta Grnbtr barm c.ndlspos/rr (CBCp.l
O-Ott.nc€ to floot o, w€ll.
Fc-footcrndlgr on floor or wlll |t c6i*o. borm ,iming locDtion,
s9.clalo. or|! .nd Dlm..nlonr .uthct to Gh.ogc urirhoot notbo-
t.E tocllw Vlturl 8rrm hngth in tsol (20* ot moximum foo{cahdlo l6vol.,W-E t cttvo Vilual golm wldth In I€€t (20* ot."*t n"ln t*o"ni" tJr"]jCB-Dhtanca acrors or down to cont.r boam locatlon.
r\l
"ootl* T) f
Cr]oF€t- r-€rx{rg
MULT I PUPOSE, 38/5A,.I?6
alt.recessed rJAR SBtS accent light
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FEATURES
Multipurporo 38,/5M is o 5" operture odjushble occentlight d6signsd
for use wilh PAR-38,/3 lsideprongt flood ond spot lomps ll50-won
moximumf. Fixture hos O - 35. ongulor lomp odjustment wllh 3jg"
horizonfol rototion. When odiusted lor down lighfi rE 10.1, lomp is cenlered
within refhctor. Precira refleclor design minimizas operture brighlners.
Recess deplh ir only 8'.
The 5' operlure motches thotofour5, compoclfluorerceni, lowvolbge.
A, PAR ond HID lomped downlights, wollwoshers ond occent lights
Multipurporc 38/5M con be chonged in th€ liold to usE o pAR€6 lomp
$ fie instollotion of o low voltoge tronrlormer occessory, which moy be
ordered seporobly.
Three-refleclor cutr of 30', 20" ond O" ore ovoiloble in cleor nolurol
oluminum, chompogne gold or block Almko.
A seleclion of spreod lenses ond o light reducfion screen moy be ordared
oi occossori€r.
lv{utiporpoce 38/5AA indudes o poirol rrounting bqrs l%, x 22" C dnnn€l}.
Speciolty bom for wood ioisl ond T$or instollotions ore olso ovoiloble.
APPLICATIONS
Fixlure is suitoble br directionoloccent ond disploy highlighling in rtores,
offices, museums, aeslouaonls, showrooms ond residencas.
Fixture ir union mode IBEW; Ut listed for
Domp locolion; ond in
complionce with th6
componenl bocsd ef-
ficiency slondordr of
the 1995 New York
Slote Energy Consor-
votion Code. Firlure ir
prewired with thermol
prolector ond opproved for ien
#12 wire 75'C bronch circuit pull-through wking. Junction box ir
occeuible through Ae operture of fie fixture.
It/zsognlrd(m
6 7/r rZ (.m X 29AmD
tcquirrr cciling opcning of 5 ttrrt.' (ll,a|rt|||l
PRODUCT CODE
For canphte prduct cde,lN fusic unitandceka uu itcmlron erchlolfuhg br"
I Bosic Unir ........................................................... MUrTt 3slsfr-l
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409 EAST 60 STREEI, NEW II)RK Ny t@22 tB,2t2 521 69ffccopydshl Edn fd.. rthi'B 1999
rAx?t2 888 7981
l:16
.Saddo.d rtff.c1o._&rr0. corritr'|.r ndcar &ir[, WtOr poldrd eq|aoc ond orion oohrdid[.. oro owaloSL on lP.dol od... Add Wf h |h ffq€C o. CC] ku{orn cob hng.}.
ACCESSORIES
Sp.cifl z| tewru!. titE iE r.
Low voltoge hursfonncr pock; for use of 12 & 5.5v
PAR-36 lomps. Do nol usi wit|r sbpdown lronslormcr..... Mp XFMR
2V/12O volt @4onlr. t!nrform.?, 30Or mox.
Do nol use wifi low vohoge tronsformer pock ........ 277/lZO XiMR
All arc 4 tl" (I?lnm) atla" Lnt t arc gtotc: nncn it atumi,tu.nL
30' lprusd hrr . Lens/4.75-30
30' doyfight bluo lprGod hns .......................... Dory tens/4.7j-3o
5S'rpreod fens -.....Lcrrrs/4.75
55' doy'igfrt Hue rprcod lcnr ..... Doy bns/A.75
55'suryrisopinkspreodhns................. pinklens/4.25
70' sprcod fens . Lens/A.7 S-7O
40" x 70' rpraod bns Lens/1]54O7O
50% fighl redudion rcreen................ Scroen/l.7 5
Mr.JrrrPLJRfosn BB/sAA G
-E-alt I
PHOTOIAETRIC REPORT - SPOT
lndependent Testing Loborotories Report No. 3l8J I
luminoire ...................lomp holder oimed ot 0.; speculor oluminum refleclor
Lgjnp .......................... I 5O-woil PAR-3 8/3 Sp, I 230 lumens
Efficiency.................... 58. | %
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IUMINANCEDATA
Venicol
Arel"
Aw.og€
O" Lorilude
Averqe
9O'Lo,itu&
Averoge
l80.LoJitude
15
55
65
75
85
336
0
0
0
0
445
0
0
o
o
3
0
o
0
0
To cotrcrt cdlm' ao Ioothnbc* ndtiply by
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PHOTOAAETRIC REPOR,I - TTOOD
lndependenllesting Laborotories Report No. 3l 787tuminoire lomp holder oimed ol 30' obove verticol; 55o gloss speod lens in front of lomp,- speculor oluminum reflector
!g!np .......................... I 5Gwott PAR-3 B/3 FL, I 230 lumens
Efficienry .................... 60.9%
DATA
Veficp,l
A'p,h
Averoge
O'lotinda
Avargge
90.latirude
Ayoroge
180'Lotitu&
15
55
65
75
85
95776
8393
717
305
904
2234
963
717
915
2717
1339
t37
562
305
9U
To .o,rrotl atlnt to footbabcrb muhip$ by 0.2919
.a-
8.
-I
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lo
20
?n
10
50
60
70
80
90
5093
3338
619
55
7
0
0
0
0
o
5093
3195
6t0
45
I
o
0
0
o
5093
3376
873
16
6
I
o
0
o
0
Ve.licd
Atgle
llorizonlol Anfu
0.0 22.5 15.0 67.5 90.0 I t2.5 ,35.O t57.5 180.0
0
l0
20
30
40
50
60
70
80
90
236
192
1751
3t32
t729
245
t2
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236
510
1556
2343
1207
t89
t0
I
0
236
426:
871
| 000
121
62
I
o
236
36s
5r4
364
8l
l6
o
236
3.18
' 127
207
36
l3
5
?
o
?36
378
426
157
27
ll
4
o
236
4t3
113
123
2l
lo
1
2
I
o
236
458
139
ll7
l8
7
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236
st2
136
90
l6
6
3
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p TAIALOGr|uxrEn LAI'P
oTV.
J8,[=';ff"[J'
Has the low voltage advantage of
greater enerry savangs, the 20W
lamp has an averate lamp llfe of
4000 hours with increased lumen
output and whlter llght. Uses
dimmers sultable for electronlc
transformers.
l/
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l-ow Voltage
Halogen
20vu775V
t
AUG.LA||PtFt
4,000HF. 2gm 350
3,000Hrs. 2AD 400
I l'illil#flfl"-';Polvtrester Powder par nt
m$if:$fiir;,-:#ri:rri
I
Urdaftrifl rdn rloi*
d C..di|n Sardfit
^p9oEd ftr lrrtp f.c.&E
llllnrr
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18"
24.
1
;ST'6W
snzw-;- ,r
rao.c.r*e?EE'iii.
LAMP INFORMAflON
GIT. LAIPllo. fypC
L-50A 2OW gt-ptn Froshd ftv Gt Base
t-121 35W Bt-Pin Clee, i2OV Gl Basc
SPECIFICATIOilS:
f,::iilfflfr''i#lli"ffl cord rorred
16"
I
t IGLUIf, rU Ef,I5IETP.
Hfl' ,.tffi:ffitffiii,ll-
ffi i$''"sgilff :,Tl?H",i:iil$
lliit*tfl fl rtrl'l:fi,'lff '
SURE-HSK 2'
LIttIE VOLTAGE
Has a 1" htgfr profile, the advan.
tage of no transformer and uses a
standard incandescent dlmmer.
The 35W lamp has an average
lamp llfe of 3000 hours.
-l-- i
ll
Ihe opucel cent€r
ot.the tixture was
loceted approrl-
mately 10 lncfies
trom the ve ical
Pl4r!6 and 18 Inches
SURE.TASK.lT
Mounting dirc€tlon
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7215 * zzsoO
The Wedge LensrM
Extruded aluminum housing
7215 - Square Backplat€,
7230 - Rectangular Backplate
Specular reflector
Clear tempered pyrex@ protec ve lens
Available in 1 or 2 lamp fixtures
Halogen DC Bayonet 100W or lSOW lamp
o K
. Slandard Powder Coat Finish Options:
. Black
. White
. Copper
. Titanium. UL and CUL Listed Oamp Localion
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y?- -phone:
fa.:
canada:
(732) 493-2666
(732) 493-2941
(80o) 7265759
lo page 203 or contact our Sales Deparlment.
,@*,.,rr.o
drmp tocatlon
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Ordedng Format tor721i &t2g} Sconces
The Wedge Lensnn
one lamp tixture .
wlth square backplate
The Wedge Lensru
two lamp fixture
with rcctangular backplate
ELFER
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DESCilPTlOll
TYPE:D
Spscilication grcde75 watt MRt6 Super
Adiustablc tixture, Ad.jurtment mechaniem
fsarures'15'to 75' hot aiming capabilitics, rnd
locking from bslow ceiling, Clean thapa minimircs
appslranca, while baffle eliminater apenuro
brightnete, Deaign reducer rtray light on c.iling.
For uso with sll halogon MB16lamp verieties.
Units rmall siz6 is ideal for tight conglruclion
araas. Inrulation mult bc kopt 3" away lrom
ride3 and lop of fixture. Optical olemBnt cln bc
ohanged aft€r imt.llation to provide a vrristy of
dirtribution3.
c. .....
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CPEG IiIGATIOI{ FEATUNES I
4...F in l. h
Die{ast body .nd tlsnge with matte white finiBh.
Also avaalablo in tlst black or raw finich. For all
finishca, black bafflec wlth rcgraasad edge
producs! d!rk aporturE.
l...OFtlsr
Wida sprrtufe maximizBs bcam apread of lamF.
9496 .pccul6r olerr gla6s mirtor .llow3 'true coloi,
and maximilea rofloction of lamp for groatott
possibla light impact. Ofiica f3ducc Btmy light and
hot tpott on cailing pltn3.
c...Adi u rt. b ll lty
L!mp lock8 in 361'rotation, l5'to 75" tilt. Unit it
relamped withotJt unlocking adju6tmGnts.
D...L rn r
Soft focue lons rtrndard foi amooth boam
patterns. Up to two filtsr media can be used
which ar6 retrined during relrmping, Hcx cBli
louver provldod {ol u3o with axtr€mo aiming
angler on 12/12 pitch 6eiling. lor optimal
brightnetg control.
E...Aitr3 h |n ant
Positivc tofsion eprings pull flengo tight to c€iling.
M€chanical light rr8p eliminatca 3pill light at adge
of fhnqe, Elcments aro koycd for proper
ralamping
F..'8ork.t
GX5.3 brse tor Bi-pin MR16 lamps. Back light
rhield keepr intorior ot fixturE d!rk.
oiDEit Io tirroiuA?lol{
G -..trrnatcrm at
75 VA" 11.5V magnotic core rnd coiltrarsformer
ferture : 4 Bolt, acoustically irolstod mounting to
eneura quioi operation. Trangformor ia garvicaablo
from below ceiling.
ll...F?r]nr/HcualnE
Hct dipped galvanized 20 grugE Ftael ffamo with
built in lP inch plaster lip. Guneighte allow for
consirtsnt alignment M.tt6 blacl housing interlor.
l...Junctlon !or
18 cubic inchea, listsd {or +#12 AWG or 6ilrl AWG
90' C ldditional toed through condustora. h!3
thros l/2 inch pryouta.
J.., Brr Hrng.rt
No Flgrf bar hsngers with po3itive looking, for
use with wood, engineered wood rnd Et€al frrme
ioiltc splcad up to 24' O.C. For uso in T-bar cell.
ings ordor acoelsory push on olipc. Nailese barb
and locator lip provida conrirtcnt inrtallation
hsight.
l(...Cod..
Thermally protcctod. lP l.bslsd,
M.etc Airright requir€mcnt8, 1895 CABO Mddel
Energy Code.
L'..Lrb.lr
UL lirt d, CSA oertified, ltandr?d darnp lsb€|,
IBEW union made.
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6AUPLE tlU MBE R: Nr/ttiF 8A
Ap.rtu?a La np
MR=75W MR16
NO'E:
U^i!contl6ra ol rhroo coripon.nll: pltdorn, llmp moduic,
.nd ootical aLrnani aaah s,trhh can ba oral€/€d alplratrly
Unlt:Ph{otm+Elamant
N3IMR SA PN.3MR E.3SA
COOPEB LIGHTIiIG
Flnith
conSull vour t6pr6acntative lor ord€.in9 colnron| nt5
!ap!r6taly. For ldditiontl opaion6 plera€ consuli hotofy.
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Di.trlb ullon
Elant=White Die-oasl
B-Black Die-caet
RAW=N.turul Dig-c€61O
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PHOTOMETNICSt
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rt,'loocEcP
ih'
371
209
r33
q?E
/pMR13/Clvt\t3P
rt,roocEctrb'
2'O' z',G'r9t 16!|
2'6'3'0'r20 104 r3330' 3',8' 85 72 9:t 3'0"
TrMBlt/crilSP r0iif,r6/c/N8P {aunrc/c/v gp
r8,000ctct rorooc3cP !3,r00cacPla.rlf 1{rr.. 9'|o'
3r0 289
?'0' 2'3''191 2@
r20 10a 1gl3',0' 3"r' 85
4',5'a1
.l.. rnd D.injgnr; . _ . _
Ailni.'g crplbilily ol the E-3SA la f.om 15'to 75' onty. 381'in ,ol|llon. Thr tolowing
di.g.lrnt ,!prc!a^r rLDing gfth. uni in difiarent c.ilihga, For optihal prdoh.nca.
it it tacohrnandld thtt unia to ba g3rd to, llludrinniDg Wricrl rurfEaaa.
tzll2pltch ?6i,h1E/c/NsP 5oMnlG/c,/N8Pr2,ooocrcP 10:00cEcfltltt{ ta'r.t{
_D_!!!tr_,9 !fop. FC FC lC1'0' 1',0' 7t5
?'0'
5'6' r8
9/r2 pftch 75MR1C,C/NSP
!2.OO0clCP
r4'rtf
c0Mffr/crl{gP
10l0ocEcPr&rf
rie
6t0
289
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8/12 pitch
D pl14Q rlopr EC FC FC c81'0' r'r' 765 660 I'3',
1'6', 1'8'1',g"211
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FC v||u.i .r. b.a6 rrpo.r barr lamp d.L co.r.crad for.ofl locur taat (x 0.601,
li Hrxctlt Louvlr lx 0,15) rnd cqim ol lncidlnt lnglr lr 0.51. Dn! ir E.lcrrr.tccl
I foi.30' .i'nlng !n!lc, V.leat.t. ?ou^dcd to the n..r.n qurdrr foot l3'1.
ll|D Phn.Dijrncc in Dhn viaw {rom wrll-
t 6loDr-oirtr.tce a3 a€uailv .n.aau,ad .lone rlop. ot caillng froft cornor.
I Fc-foorcrndl.. o^ ltall !l b.am aiming locrlion.
I C&D|.trno. dor.n w.ll lrorn aDr^.r to ctntat of b.rfi loE.tio.l
SpaCfiaadoia a|ld Dlmfilct ||rbiad to aanta wlittoul nolrc.
3'0'72
4l
I CooF? tjdr*tg Custofnor Fird C.nler 1121 Hiohwoy rt Soufh P6achtre6 City,302C9 ?70.a80.1E00 FAX t70.166.r801 AD|9E0105
SDL I3 - Sup."topo
RECESSED ADJUSTABLE DOWNLTGHT
PRODUCT a
SPE CIFICATION
Cat. No. Finish
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sDLl3W I'htte WhiteSDLIIB l,latte ElackSDLI3C Poli*red Ctmme
SDLI3G Polished Brus
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DHX HOUSfNG
GENEML DESCRIPTION
Lucifer recessed downlight is an adjustable low rohage lixture with flush trim
plate. Adjustable die-cast round frftjng for use as downlighter or uplighter wfth
round interior fitting adjustable 70. frorn rrrtical and rotatable 355". RounO
opening. Uses a quartz halogen lamp for superior color rendition and beam
control. Clear g|ass lens is supplied witr finture.
MOUNTING
Trim can be mounted in accersible and non-accessible ceilings. Use with DHX
housing wrh integnl rnagmtic transformer f/5w maximum)?or accessible or
non-accesstble ceilings. Distinguishing chancteristic of DHXhousins is shallow
colstruction: under 4 inches in depth. U.L listed for frrwgh branci circuit
wiring. Hanging ban and bnckers are included.
MATERIAL
Trim is constructed of steel. Fixture hansirgs are riveted aluminum.
I
ACCESSORTES
Trim may be accessorized with Honeycomb Louvre (HCL- l), Spread Glass
Lens (SGL- I ), UtE-a Viotet Gtass Lens (UVL- | ), and BLck Louvre (LVR).
$BEL
U,L listed trim and housings for dry and damp locations, Fle No, E | 15025.
ELECTRICAL
Trim is pre-wired for use in housing assembly.
TRANSFORMER
DHX hor.rsing is supplied with l2v integal transformer.
tAMP
l2v MR- | 6 halogen lamp, 75w maximum (order sepantely). Speci! lamp beam
soread.
WARMNTY
Manufacturer's one year warranty of product is conditioned on use of
rnanufaclurer sr:pplied transfofi rrc{s
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I-IGHTINGiCCtMFAt\ty
4l4 Live Oak Street
san Antonio, Texas 78202
Phone 2 f0 227 -7 329
FAX 2t0 227-4967
q
Olt96 Luclfcr Lilhttn8 Company
t:fi'.'";.'"':.r:'ji,:'.::l:'l:".iil:";:.j,:ii:f:.r":,f:l;:.l,Tili.".j,. ,/ a
l'AI4tt
414
Luminous Drums
4tl 414
1,,"1tFfza;i--#
MTG: Mounts to srd J box
or proster ng
TAMPS / BAILASIS
Avoiloble with flvorescent lomping only.
4l l: 2.compoct l3W lFl3DTT), l20volronly.
414: 2-compoct 26W (f26DTTI. l20 or 277 volr
Slondord bollosts ore Electronic {SSB}, high power Ioctor.
thermolly protecled. 4.pin lomps ore r.equired. Mognetic
bollosls ore ovoiloble - coll foctory. [omps ore noiincluded
MAIERIALS / FIXIURE LOCAIION
Inlerior Use: Bose metol is oluminum Drffuser is ocrylic
Exterior Use: Not ovqiloble for wet locotrons. For domp
locotion s Add suflix X
FINISHES
NA - Noturol Aiuminum. sotined ond unlocquered.
lFor interior use only I
MW - Motte White
SPEC GUIDE
EEID - rErrnr - xau _ Iul _ t;':Ffir
D4r l Dct2/13 0t2oss8 0NA nx
lf4t4 DCt2/26 O277558 trMW
SAMPLE SPEC: 4 | A.CFz/26.277 sSB.NA
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3l Slraper Lighting
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234 -23711141 Mafina Way Sourh, Richmond, CA 94804.9742 (510) 234.2370 Fax (SiO)
T'/ IBEW LABELLED
sHOWN WAtt MOUNT[[, Sr{,.,i. WA{
CopyrightO 1998
l.4l,0D
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6kese- -- C GY
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c"!-L ^,v\-,--.-,
fD(xrge
IUIE I ALIJ^tr,"
WTSSEHIES
-
| 112' t Z'. 1' I a'.I ltz'r a" orZ'r 2' OccoratiyG
2 or a Lr |rrD
NODUL B PLUOEE3CEIIT
Equiprdwithcnqsy
se\4n9 D€r|astE,oomprlgs
wilh frdoel €rFrgy
Emciancy sianalards
Solt lloating doud
appea|l Ec fot tull
ilumination
Dii tormed Giteql
trousr-nglb.lcd whilB fi nFh
VHcty of firddar sh.r
ond iiz€s
Liftond $ift trr.neemdyforea-cf
lrNi:e ard |E la?rying
Full ctoud sy{ic dfirscr
nr.ibbl€
LtYrin.ir€ E Rc.cy Rdim
LEn #LEe
Caolog Numbec
wg232A
U.L ti!!e{L CSA Certrfied
ard |BEIY LrHed
DEECitPTlol!p,.,E*s'o3-o 3.9*
The floefir€ +parrrncd 6f the
D.corati!.r Sofrdde complinenc
my tlecorwith tJL lorbtgtrres
illuminaiot|. Thesofr f,ostim
prolih of ftr frl.nsle€s difitEr
provkles an appeanrre thrt ls in
tune wittr bday! lE{ridemhl End
comntcfcirl environrnem& lrlridl
a wide vaai€V ot.nodular drerres
a.rd oizag, th6rr h a Decorariye
Sofiside ftn re forvir atlyev€ry
.{r!rE ltxl dE|rIlrittg I'nRsulity.
The fietres add thc righ tDudl
to $e tiEhen, den, liYing mom,
bathrom, ofFcr or recreatbn
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r{Q{t||t-EcE r a c D
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l'xf
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lztlmm)
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26.
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ll ta.nhl
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lr la.nn I
.uf
ltrarnn)
4 lrr
lrl{arl|t
rr:u.- 12 !rr'(u9rnml €z.|nm)
I f/a' 7ltc
lSlotnrnl (ll4rnhl
Tt!l.- 12 ga'
l!.gmml lszarm)
2.18 ZI6fr5'
l@Znrrnl lSltftnl
otoER tc trrt FoiltaYtolll
coo?Ei uGlrTlilG
BAI;LC XUl. lSt: w'8..rr.D.W.r2oV.E!|r,UWTs' A h,,----T---r
lbic Jxqlrb- i
I sanecc | !.1.-F II WfS-Sarb I zof .l!|nF
Ii|fhc*l I
I anrt ur.rtrt:@wca.l
I |?-r?lVTl l2a't
I r lrno Onlv
I uGlorv (2..)
I lrtD{aw 841lrum1161I sa*1y rs t.rl
vdEg. El
to'l:qv
Zn-Znv
rr=!a7V
ffiTltao'!a- E|r.tgtr 3lvinB
lallfir O
lE@l- EIEEV S.ting
ft€ lrnF (}rlyl
El--- Ga''klEll eumtll Nld
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l-ou*
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ffid._E--t'r2't 12'
ZrAI'r a'
fra'
Erbb-.!L-It h. O,tto,tt a& Irtttsl
3a b6. lt5.'qlu ts- O.?rttit B' fl55|El
tgmsl nror comru prarcal rtuu!. RrE t $.dbticr !hir, oLda.rd... adEGbr.aidbd|||r dlne * E rasoftla*h rs4l5lr!|.er||d l|jrrd. b. hoD{llu rD!|aB rtCc.d tur Cqr Lb|lit tttr-riE|F |E rErd5 -a rd.ai|. h.rrrb!
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ItTatarI lrlgec.| scr
I f2owct
tio''
Sts1
120 w.El
Goia.t||. alsu|kEttx.r...+r-Yt r-. F5
PFO9UCT tFOFXrATtox
wTsarT
tvlt$at7
wt$2uttt
wfisiR
wT6aa
C.Dlot frlrrrrb. T!-
H47T, H47ICT SLOPE CEILING Rl
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H47T Housing
Desiqned fo'r sloped ceilino instollotions br ceilinos
kont-2/ 12 b 6/ 12 pith. ifie socke* oimino
mechonhm ollorvs die lomp ic be oimed rtiight do"n
regordless o{ c€iling pikh.'
Housing Feotur€;
. lhermol protecior quords oqoinst misuse o[
imulorion nrorerioli-
. Tdescoping housing br ceiling conshuctim dorvn b
?x 8'. tMlh.deeper ceilings *re housing prorides
slErber cublt-
. F:clusiva sodcet oiming machonivn swivds ond
rottrles it oroperly olion lomo- Slooe indicotcr
prwides {uick orid cisiscrir hmi senings (focrory
ier br S/i2 sbpel.
. Junclion box is lisd k throuqh bronch circuit
wiriry ond hos six I /2" knochn w h true
pry-out slols.. Four,Romex pryouts with int€grul shoin r€li6{
srmPlrty Komgr Inllulbflon.
o Pre-instolled, cqptive bor hongers ollo* ho'.rsing to
be positioned ot ony poinl within o 24' ioist :pon.
Scdre lines proviled br eosv fteld shortinim ftrl? ioisb. Uniqua o.torrhedd deslgn plori&*
loiless' insdlortn.
lnslollotion Fealures
. Telescoping housing fr'r ioisi conslrudtlon dorn
Io2'x8'.
. One piece saomless boffie presents o cleon
ffnishld oppeoronce.
Listingr. UL Domp locotion. Ul Feed lhmWh
o CSA Certiffed
H47lCl Housing
H47rcAt rc AIR-ITIE Housing
Design€J fu,r sl@ ceiling.installotions br ceilings
kon2/121o 6/12 oin*r. The :od<et oiminq
mrhonism ollov: tlie lomo b be oimed srii"hr d."n
reoordless of ceilino oikh.'H47|CAT is seolad-ond
go-sketed to limir oifr; bau,tan pleflum ond h€otEd
or oir ondilioned oras.
Housing Feoturc!
. Integrol theflnol pro|ecnor gror& ogoinsl improper
|omPmg.
. Double wqll housino conslrudion. Door in o.rler
housing ollo*s iuncion box occess Forn bebt
cailing.. Exclusiw socket oiminq mechonism sri"ds ond
rorubs b properlyolQ-n lomp. Slope indiour
provides quick ond consislenl lomp sallings {foctory
set hr 3/ I 2 slopel ,
o Junaion box is listed fur throush bronch cirqrit
wiring ond hos socn 1/Z knockouts wilh tn e
prf€ut sktfs.
o Four Rornex pryouts with intsqml $oin ndie{
simpli! Rorrex' insfullotim. -
' Preinstollcd, coptive bor hongen ollorn housing to
be positioned ot onv point wiif,in o 24' ioisl spin.
Scdre lines proddeJ br eosy ftdd shori6niry'br
I Z i.oish. Unique onorrheod design proddes
"Miless' insiolknicn -
Insfo llqtion Feoturer
. 7 I /8' Heighf olbvr use in Zx 8' corulrudion.
. One pece seomless bofffe precents o deon ftnished
c&)oeoronce.
Usrings. U[ Domp locoliott. UL Feed Tfiroush. CSA CedifteJ. lr,leas Colifrnnio litle Z reouirements
. H4ZCAT meets Sbte of WoshirEfion ReshlJed Air
Fb,v Requirernent -r---\
RECESSED DOWN
H7l5lcAI
63/.4'
tAfFus
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49EP Block Coilex Boff,e
Finish: P
Lanp: H47I-498 90\,V pAR38
H4ZCi-4C8 90WPAR38
M7nAT,,498 90W PAR38OD: 7 7 /8'
496P Elock €oilex Boffe
with Refledor
linidr: P
lamp,: H.(n-49d lmwAlg. tSOWA2l
tuTtct-196 75l/,t A19
tu7l[it-196 75WAt9OD: 77/v
498W Whirc Coilcx Bcffle
Sinirh: W
tonF H/Zt-198 gWV pAR38
t-tiztcFd9S 90w PAmS
H4T|CAT-,198 90wpAR38
OD: 77/8'
495W Whiie Coilex Boff,cw h Rcfleoor
FuGh: W
lamp: H4ZI-,{96 l@WAt9, l50WAZl
HtT|ct-t96 z5\f Al9
H4VCAI-196 Z5\,V A1 9
OD: 77/tI
ADJUSTABlI
I 417P Block Coilex Bcfle Eyebcll
Finiih3 P, PB
tomp: Hif-417 75W R3O
H.UKr-41 7 75lv R30
wTtcAt-Al7 75r/ R30oD; 8'
4l7W Whil! Coilex Bcrffle Eyrcboll
Flnirlu W
tot'/tp. H17l-al7 75/V R30
t147lct-117 75tfl R30
H17Wr-4|7 75\M R30OD: 8|I
7A Eyeboll
Finich: P,8, Pg
lo''np2 HATI-{I7 l00W R3OH//tcl-l]7 l00w R30
Hl7VAr-417 tmlv R3oOD. A
l4l7 loffle Eycboll
tincludcc fronr$ormcr
for rclrofill
Finilh! qW
lomp: H/0f-l.il7
H17KI-1117
tl 7lcN-1a17
OD: 8'
sow r 2v MRl6
20\tr l?MRt6
20\,V l?r'MRl6
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P Wl{tt
PE FOTTST€ER SSW !/VHIIE M'R€MAs
IO]6 PENELOPE
z lights.rowx6dxr3h
:rcF-€.b:$:*,{i.1lE.g!:E!*Bjs
: l i.qht s.brush pol i.s betl.l:wN 1.5 cl:;r5 h
-l() FIssnl Pr.ttr llo \t) N \ s lt\'r. t. ti. 'f \ ]-l(){
.\ r. L. D |:) trj N)i., P rf r R r; P rr..,. lt t)/ I t{f ) \ v.\ R Ii I\-r.E lt N.\'t. loN
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. =,rt,
Laril'ade da parete in'/etrc Gcffiato, cisponibiri nei corcri: sailnffi, r-osa.eTTurrino e verdino. La parte meiallica di sostegno in meiailo bianco verniciaio apolveri biocca ii verro con due reve. Lampacle ad incancescenza o iluorescenti(neila versione pLUS).
Blown Eiass wall lamps, available in the satin-finish colours: white, pink, lighigreen or pale blue. Glass is iixed to the white powder-varnishecj meial frame Oymeans oi iwo levers. incandesceni or ilucrescent (PLUS r/ersicn) bulbs.
Wandleuchte Opalglas seidenmatt; Farben: weiB satiniert, rosa. hellgr0n odernellblau. Metallteile in weiB. Zwei Hebel zur Glasbefestigung. For Gldhbirne E27oder PL-Sparlampe (Version pLUS).
APPL. JESOLO E27a3c rBc
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IPPLJESOIO PLUS
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Jobrrame: bJ|,.LltlqiLaf *91. Joblrtumben
Date: 11, 16 ,ofL
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tf LUTRON. wwwtutron.com To €ontact Lutron Wbrld Headquarterj, call: 610.281.3800
CONTROT UNITS
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Dimensions
l20v 220-240v, 230v 100v
W: 8,94" (2l7tnn)
H: 4.56" ( l l6mrn)
0. 2 )5'(57ntrn)
Wlllblx Size: llw 90n9, 1.50"(89nn) deep
Oim€nsions
120V 220-240V 230V 100V
W: 8.94" (2llnm)
H: 1.56'(l l6nnt)
0: 2.25" (5/nn)
W1llbox size. fou-ganq. J.50"(89nn) deep
120V
3100
3500r
220-240V (non CE)
3l 00
35001
230V (CE)
3100
3500,
100v
3100
35001
GRX-3104._
GRX-3504-_
6RX-31t)4-_-AU-_
6RX-3504-_-AU-_
cRx-3104._-CE-_
GRX-3504-_-CE-_
GRX-3r04-_-JA-_
GRX-3504-_.JA-_
GRX-3r06-_
GRX-3506._
GRX-3106-_-AU-_
GRX-3506-_-AU-_
GBX-3105-_-CE-_
GRX:3506.--CE-_
GRX-3105-_-JA-_
GRX-3506-_-JA-_
Ordering Example
GRX-3104'I- Ati\tl'i'
odd cover choice
and colot/finish suffix
to model f
COVER OPTIONS
qpaque A
ftre.and tdia$/ill m,t(h
ftonslucent Elock T
Elack (over aod
your (hokeof bale (oloa
BASE COLORS
Matte Finishes
Standard, ships in 48 hIrWhtP WH
lvo(y lV
Eeige 8t6ray 6R
Srown 8RBIo BI
6loss Finishes
((over rhoke: A only)
Consult factory
ror pflcrng.
Ships in 4-6 weeks.
Liqht Alnnnd GIAAlnond 6Al
M€tal Finishes
(Covet (hoke:l only)
Consull fadory
r0r pncrng.
Ships in 4.6 weeks.
Btight Erctt 88
Bnqht (lxmt? K
Soun Enss i8
sotin (lIane {tutnMilal 58
Arttsw$nss 08
An@euue 0l
Anodizet Aluninun @Cleor (LA
Slork gLA
Btott qRA
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2OOOWVA
3000w/vA
3OOOW/|/A
2300wvA
23OOMVA
t 600wvA
1600wvA
.ZONE CONTROL UNIT
lncandes(ent Magnetic Low-Voltage,
eon/Cold Cathode. Lutron Tu-Wire,
Fluores(ent Dimming Ballast
Electronic Low-Voltage. Fluores<ent
ttectronr( tow.voltage sources and Lutron Hi-lumeo and Eco-10* (ECo_series)
fluorescent ballasts require interfac€s. Interface is not required for Lutron,s
Tu-Wre tluorescent Dimming Ballast. For more informatiin, see pgs. lg_19.
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6.ZONE CONIROL UNIT
lncand$(ent Magnetic Low-Voltage,
Neon/Cold Cathode, Lutron Tu-Wire
Fluorcscent Dimming Ballast
l20v
Ir00
35C01
220-240V (non CE)
3'100
3500!
230v (cE)
3r00
3 500,
100v
3100
3500,
0l
200OMI/A
20oowfyA
30oowtvA
3000wyA
23OOW/VA
2300MyA
't 600MyA
l600wtyA(z) 6RAf t!-€flq
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i'To be r4cA1s3\
\ rH LAUNpRY RM I
Electronic Low-Voltage, Fluorescent
trccrontc tow-vottage sources and Lutron Hi-lume and Eco.l0 (ECo.Series)
uorescent battasts require intedaces. Intedace is not required for Lutron,s
Tu-Wire fluorescent Dimming Ballast. For more informatioq see pgs. lg_'|9.
Custom Controls,
Color Matding,
and Engraving
Ships in 4-6 weeks.
, see Ws. lU-109 fol
netr,lfinishes, stonl
ontrclqliont .r|islonl
color not(hing, ond
mgruving intomotion.
, See pgs.104-105 for
en1toying sthedulet,
Footnotes, pg. 16'i Maximum(apadty shown isl0rfu rolUnti
Perzon€ l{arimum Caoadty
120V50/60H2 800MVA
120-240V50/60Hr t2ffit4,/VA(non(t)
2l0V 50/fOH2 800MVA ((0
100V50/60H2 600MVA
Depth indudswallplate and bacbor Wallplare deprh is 0.35,(9rnm).
1500 Series Gnrol Unit5 on be prognmmed from a K and offrr
lhe pre(isioo otreuing light leveb in 196inoemenB.
oual feed mdds aR rvailable for 120V. (omuh lutron for &tails.
2
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Dimensions
W: 4.56" (l l6mn)
H: 4.56'(ll6mn)
D: 0.59" (l8nm)'
Wollba Size: two-gong
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Ordering. Example
NGRX.PE.JA-WH
Standard, ships in rE hrs.
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Dimensions
It: 4.56" (lt6nn)
H: 4.56"(ll6nn)
0: 0.69" (18nm)'
Wollbox Size: two-qang
Dimensions
trY 4.56" (ll6nm)
H:4.56"(1l6nm)
D: 0.69" (l\nm)'
Wollbox Size: two-gong
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TIL/
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. Increases single zone load capacity
. Controls incandescent, magnetic low-voltagg
neon/cold cadrode loadl and
lutron's Tu-Vt ire* Fluorescent Dimming Ballasts.
r Can switch (non-dim) all of the solces mentioned above
. tip t0 two Power Eoosters per GRAFIK Eye zone
192OWVA NGRX.PE.WH
220-240V (non CE) 2400WVA
E L E CT R O N I C LOW.VO LTAG E I NT E B FACE'
. Allows dimming of electronic ransformer-supplied low-voltage lighting
requiring revwse phase-control dimming. Up to ttivo interfaces per GRAFIK Eye zone
LUTRON FLUORESCENT DIMMING BALLAST INIERFACE'
. Allows dimming of Lutron Xi-lume.and Eco-10.'(EC0-series)
line voltage control Electronic Dimming Ballasts only. Not to be used for switdring
. Up to two interfa(es p€r GRAFIK Eye zone
1 Allvoltages indkated are plE Fto-neutnl.
2 Load chruit feed is phar€ indep€n&nt of(o0fol drflit fom dimmer
3 Depth is from Wa llplate to rra ll. Ulhllphte depth 15 0.35'(9mrn).
4 See fluoresant ballasts, pgi.96-99, f0| lamp typ6 and
ballast ordeinq information.
l t;?LUTRoN. www.rurron.(om lutron World lhadquarters: t.5102823800
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Architectural Grade ,,,. ,,
. Provide additional control points. Up to 16 Wallstations and Control
of 24 control points in one systemr Green status lEDs standard
- Radio Frequency Controll pg. 29
- Control lnterfaces, pg. 30
added for a total
r For design.guidelines using Wallstations and Control Interfaces, see pgs. g-9
. Use the.following categories,{ound at the top of each appropriate orJering page,
to help in the selection of Wallstations and Control tnteiicei
- Entrance Controls, pg. 21
- Scene Selectors, p9.22
- Special Function Controls, p9.25
- Infrared Controls, p9.27
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FpK &R,AFIln efeg
vectffip lr'.1
OAMQ
5tene s€le(tion Control (se€ p9.30)
Z75at Q0nn) x 4.56'h (1l6nn)
GRAFIK Eye 3O0O
SYSTEM MAP
. Use lie map at fight to identify system
(omponent being teviewed in each section
. Mini map is dupli(ated at the bonom of
each Mo-page spread for easy reference
Sources
? Incandescent
I Magnetic Low-Voltage
=ll Fluorescent*
-Q- Neon/Cold Cathode
- Lutron Tu-Wiren
A Hiqh-lntensiilDischaroe*
(non-dim only)
* Interfare required to dim.
(onsult product pges for specifics.
SPECIAL DESIGN
CONSIDERATIONS
Standodt lit@ Mow oppll to oM ot nue
pdudt in the 6nfrk Elc ptodud line
(j,nsll toduy lot |4rt,ifr( infunotion.
O @@ili--MClC€V
€-de; o@a
lutron World Headquarters: l.6l0rl?jg{10 .,.,u
"
.i.;,i.. ,"',ir1o,.i ,.
. Wallstation and Control Inlerface Maximums:
- Per System: | 6 (Class 2/PELV)
- lhree (Chss 2/PEw) lrom each 6RAFI( Eye Control Unit
without external power supply
-_ to{ lutron Power Supply, GRX-I2VDC, see pg. 90. Wiring Specification & Miximums:
- Wre: two rwisted pair #l8AWG (l.0mm1
For lutron nonplenum cablq, order GRX-CBI.346S-500, pg.90
- Distance: 2,000' (610m)
For _other cable distances, see GMFIK Eye Application Notes
available at www.lutron.com
- Installation: Daisy drain (no homerun wiring)
e Power: 12VDC (From GRAFIK Eye 3000 Seriei Conrol Unit oTGRXI2VDO. Confiouration:
- lntdral DIP switclrcs determine function and can be conligured in fte field. Mounting:
- Standard US wallbox unless odrerwise noted
- No derating requhed when multiganged
#LUTRON.www.lutron.com
DIVA. contnots
W
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fi'#l*#ff#l*ocNtO lttKoosr\orlT
r Fowerfailure memory
r RFI suppression @@.
l-ulron gonlrols are nled at 120UAG, 60Hz rnless otherslse noled.
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Designer difi mers and matching paddle wvrtches.
DTMMERS +ro oqe
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Product Description
Maximum
Capacity' Mod€l #
S,t itch on/ofi at
selected
lq/el
Sdect lgtrt
levd with slider
Scftalo,,r nigfrt
light
o Incande3cent
ffil I Prescl single pole
llH I sinorepote
l*l
3-way
600w
1000\8
600w
0v-600P-
ovt0P-
DV{03P.3-way 1000w DV-103p-
(use wifi Diva 3-way switches or standard 3-way $,yihhes)
Elecl]onlc Low.Voltagc
Prss€l sinqle pole
3-wav
300w
300w
DVELV-3()OP.
DVELV.S()SP-
Preset dimmer
R magnetlc Low.Yoltagc
.-, \) Presot single pole 600VA (450W) OVLV.600P-
I rn I singte pote t000VA (800W) DVLV.10P.ilHI
| * I 3-way SoovA (450w) DVLV.6o3p-3-way rooovA(Boow) DVLV.1o3p.
(use with oiva 3-way switches ot standard g-way $rt itches)
tt-D Fluorescent
For use with lutrorb Hi{umeo FDB and Eco-.10. phase Control
elsctronic dimmln0 balasts only.
Prcsel sinole poleJ3-sray, 12W
stngle pole/3-way, 27ZV
S6e page 53 for lamp types and ballast model numbers.
Il-FO$m t.4.6.wAtrBox DIMMING srsrEms
For control of loads greater than 1000 WfuA, see page Sa.
SWITCHES (General Purpose: 15 ampsl
Product Description
Marimum
Capaclty, Modsl t
I r Feafures large paddle witch and small slide dimmer
r Built-in soft glow nigtrt tigtrt visible in the dark
r Use with Dim 3- and 4-way srrvitches or standard paddle
srvibhes
r Also uorks with LuMaster- Centrd Home Uohtino
Confrd $/stem (&e pageF 49-45)
,l-illll
f||r|lhlt0rrdaitrl
tl-lU
t.aita r[|l
fgr fm{pt.dlmmlona rnd tnportaril rpp cefi onJlnrteltatioofr onnatlon, acc Fagc 5&
For wlriry Inlornlrfion, roc prg|a 59.
' mff,1tili3$*u}j%1rT installations s.e sans Ins and dsratins
2 llo dorating required ll gan0ed.
3 Paddls Swltches avallablo in white and lvory onty.lWihout nightll0ht.
Some Dlva models availabl8 in clamshell pacloqlng.
Call Lutron Cuslomer Servlc€ for more lnfomation. .
8A
6'A
DVr-103P-
DW{03P-277-
Paddl€ 1'
Swilch
sinole pole
3"way
4-way
154,120t277V DV-lPS.
154,120n77V DV-3PS-
tsA.,120n7N DV-4PS-
.SPEED CONTROLS
Maximum
h/ory{M
Gray (cR)
Brown (BRl
Black (BL)
@
FAN
3-speed
WALLPLATES
E! *#i:*kt*#fir"'''
coloRs
Color8 sho'tm on pag'e t5.
Add appropriate iufix b model number
to ord€r. Example: DV-600P-Wtl
Whll6(WH)
Almond (AQ
L!rTRON. eleclruic lluorescen! dinnins baltasts-
20 years ol unnatched qualily, see pages 5f-$. -27
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monisanseineilrnurphy 1400 turtle creef evaru suit€ r6i dellas te)€s 7szo7 tel 21a 551 61. 214 65i o9o0 www.msmgroup.com
Door Hardware List
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Item Manufacturer Model/Number
Roc*y [,lountain Hardware
(Available hru Jean at
TKG 214n41-6060)
Special Doors 1121 Rock Creek Lever
1107 Slugger Lever (price as altemate 1)
1110 Classic Lever (price as altemate 2)
Color or Finish
White Bronze Medium
Vail Billingsley Residence
Door Haduare List
01/14,!0
page 1
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Exlerior Doors same as soecial doors
with addition of
1P418 deadbolt
Closet and Bath Doors K20'1 Mushroom Knob
FrontEntryDoor G6SlRectangular
Thumblabh
Keyed Escutcheon
Hinge Rocky Mountain Hardware
4%x4%BuftHinge
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morrisonseifertmurphy 14oo turae Oboulevard suite 165 dallas texas 70207 tel 214 600 fax 214 651 0900 www.msmgroup.com
Cabinet Hardware Schedule
Kitchen - Rocky Mountain Hardware, White Bronze Medium (typical for all)
CK308 Wire Pull
Lucy's Suite - Rocky Mountain Hardware
2" Twig pull at Bath tlck 320
5" Twig pull at Window Seat lhk325
George's Suite
Anne at Home, Hammerhein 1-35 Classic Pull 3'1.
Anne's Suite - Rocky Mountain Hardware
2" Twig Pull at Baft *bk320
5" Twig Pull al Window Seat #ck325
Trammell's Suite
Forges: C64-2% polishedchrome
Master Suite
Hafele: 116.07.220 polished chrome 4" whe pull
Note: All hardware available thru Jean at TKO. 21+74'1 6060
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Vail Billingsley Residence
Cabinet Hardware Schedule
01/14/00
Page 1
?-
lmonisonseifertmurphy
too turtte cre"flevard suite 16s daltas texas 70207 tel 214 6El ofr rro aul 0900 www.msmgroup.com
Kitchen Appliances
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Item
Kitchen
Manufacturer Model/Number Color or Finish
Gas Range Thermador PRG366 Stainless Steel
36"
Griddle Accessory Thermador
Venthood Thermador PH Series Stainless Steel
36" wide
Refrigerator/Freezer Sub Zero U2 Stainless Steel front 42"wide
Microwave Oven Kitchen Aid KCMS135H Stainless Steel
With Trim kit MK1134XG
Wall Oven Thermador SC301P Stainless Steel
Convection
*lcemaker
Dishwasher Thermador 246US Stainless Steel
Washer
Dryer
KitchenAid 700 Series White
KitchenAid 700 Series White
Waste Disposer KitchenAid KCD|250X
3/4HP
Bar
*lcemaker
'Wine/Refrigerator
* Note: Jill, I think that these were changed in your meeting with Lucy. I am not sure what the final
decision was.
Vail Billingsley Residence
Residenlial Equipment List
fifi4m0
Page 'l
morrisonseifertmurphy 1400 turtle coboulevard suite 160 dallas texas 7s207 tel 214 6|o0 fax 214 651 ogoo www.msmgroup.com
Plumbing Fixture Schedule
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Item
Sink:
Kitchen Sink
Bar Snk
Bathtubs:
Master Bath
Anne's Bath
Lucy's Battt
George's
Bath
Lavatories:
Master Bath
Anne's Bath
Lucy's Bath
Trammel's
Bath
George's Bath
Powder Bath
Kohler
Exfa large/
Medium
Kohler
Kohler
Kohler
Bates
Undertone K-3356
35 1/8"1 x 20 1/8'w
9 5/8'd, 7 5/8'd
MBS Oion
cs150
cs45015 2',D
Tea for Two
K850
60" x 32'
Tea for Two
KS63
72" x 36
Caxton Undermount
K-2213
19"x15"
K-2601-M
Undermount, ',|8 x 13
cs450
17 %" x17 %" round
Custom Design
Bates
Bates
Bates
Manuiacturer Model/Number Color or Finish
Stainless Steel
Hammered Nickel
hammertone in nickel
(price as alternate 1)
hammered nickel
(price as altemate 2)
White doolished chrome trim
White M oolished chrome trim
White Mpolished nickel trim
White with oolished nic*el trim
VvIite
Minor Stainless Steel
Hammertone in Nickle
Allow $1,500.00
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Kohler
Billingsley Vail Residence
Plumbing Fixture Schedule
01/14,00
Page 1 r
Kohbr San Raohael
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Wh'rte, polished chrome tim
Polished nickel fim
Plumbing Fittings
o
Toilets
All baths
Master, Anne's,
Trammell's,
and Powder Room.
George's and
Lury's Baths
Lucy's Baih NewportBrass 920 Series Polished nickel
LavSet#920 -8"centers
Bat' Set#925 -wall mounted
Shower#9248P - wift balanced pressure valve
George's Bath - Newporl Brass 920 Series Polished nickel
LavSet#920 - 8"center
Shower/Tub Set #9238P - with balanc€d pressure valtre
Anne's Bath Dombradrt Tara Series Polished dtrome
Lav Set 3 hole mixer 20.713.890
Bah/Shower - wall mounted bahmixer
and shower set 25.133.890
Trammell's Bath - Dombrachl Tara Series Polished chrome
Lav Set 3 hole mher 20.713.890
Shower Set - 36.405.890 7,', 36.505.890 %"
Concealed fiermostat wih volume control
Shower head - 28.503.970
Masier Bath Kroin Polished chrome
Lav Set HV3C
Shower Set 172TG
Tub Set dec*ed mounted l(y'3
Polished chrome
Single conhol mixer wih long spout 121G
BillingslE Vail Reridence
Plumbing Fixture Schedule
01/14,t0
Page 2
Powder Room Kroin
Bar Faucet
(Price as an altemate:
Kitchen Faucet
(Price as an altemate:
Kroin
Dombracht
KVIC Polished chrome
Tara Classic Polished dlrome
33.500.880
Single hole mixer)
KV4 Polished chrome
And kitdren handshower
500 TcL
Tara Classic Polished chrome
33.500.880
Single hole mixe4
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Billingsley Vail Residence I
PlumUng Fixture Sctrc<luleB:ijv I(
]ronisonseltertnurphy r+oo turtle creelvard suite r6s dallas te)€s 75 207lel214a51ofx era osr 0900 www.msmgroup.com
Door Hardware List
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Item Manufacturer Model/Number
Rocky Momtain Hardware
(Availabh ftru Jean at
TKG 214/741-6060)
Soecial Dools
Color or Finish
White Bronze Medium
1121 Roc{ Creek Lewr
1107 Slugger Lever (prbe as altemate 1)
1110 Classic Lever (price as altemate 2)
Exterior Doors same as special doors
t wih addition of
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1P418 deadbolt
Closetand Bath Doors K201 Mushroom Knob
Front Entry Door G681 Rectangular
Thumblatdr
Keyed Escutcheon
Hinge Rocky illountain Hardware
4% x 4% Butt HingeI
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Vail Bilingsby R€sidence
Dmr Hardware Ust
01/14ro0
Page I
f-l-t
' morrisonseifertmurphy tloo turtle f uoulevard suite 165 daltas texas 7uror,", ,lo uJo fax 2l4 651 0900 w,\
^,.msmgroup.com
Cabinet Hardware Schedule
Kftchen - Roctry Mountain Hardware, White Bronze Medium (typicat for all)
CK308 Whe Pull
Lucy's Suite - Rocky Mountain Hardware
2" Twig pull at Bath tlck 320
5' Twig pull at Window Seat lhk325
George's Suite
Anne al Home, Hammerhein 1-35 Classic Pull 3"1.
Anne's Suite - Rocky Mounhin Hardware
2'Twig Pull at Bath llck320
5'Twig Pull at Window Seat lick325
Trammell's Suite
Forges: CM - 2% polished chrome
Master Suite
Hafele: 116.07.220 polished chrome 4" wire pull
Note: All hardware available thru Jean at TKO, 214.741 ffi60
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Vail Billingsley Residence
Cabinet Hardware Schedule
01/14/00
Page 1
/
lmonisonselfertmurphy
1400 turtle creef bvara suite 165 daltas rexas zs2o7 tel 2i4 6sr of* er+ osl ogoo www.msmgrouo.com
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Kitchen AppliancesI
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Manufacturer Model/Number Color or Finish
Kitchen
Gas Range Thermador PRG366 Stainless Steet
36"w
Griddle Accessory Thermador
Venthood Thermador PH Series Stainless Steel
36" wide
Refrigerator/Freezer Sub Zero 642 Stainless Steel front 42"wide
Microwave Oven Kitchen Aid KCMS135H Stainless Steel
With Trim kit MK1134XG
Wall Oven Thermador SC301P Stainless Steel
Convection
*lcemaker
Dishwasher Thermador 246US Stainless Steel
Washer
Dryer
KitchenAid 700 Series White
KitchenAid 700 Series White
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Waste Disposer KitchenAid KCD|250X
3/4HP
Bar
"lcemaker
*Wine/Refrigerator
' Note: Jill, I think that these were changed in your meeting with Lucy. I am not sure what the final
decision was.
Vail Billingsley Residence
Residential Equipment List
01/11/00
Page 1
trY
morrisonseifertmurphy 1400 turtle cloubvard suite i6s da as texas 70207 tel er+ o$o fax 214 6sl 0900 www.msmgroup.com I
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Pl umbing Fixture Schedule
Item
Sinks:
Kitchen Sink
Bar Sink
Bathtubs:
Masler Balh
Anne's Balh
Lucy's Bath
George's
Battr
Lavatories:
Master Bath
Anne's Bath
Lucy's Balh
Trammel's
Batr
George's Batr
Powder Batr
Kohler
Extra large/
Medium
Kohler
Kohler
Bates
Undertone K-3356
35 1/8'l x 20 1/8"w
9 5/8" d, 7 5/8"d
MBS Orion
cs150
cs450 15 2'D
Tea for Two
K850
60" x 32"
Tea for Two
K-863
72" x36
Caxhn Undermount
K- 2213
19 " x 15"
K-2601-M
Undennount, 18 x 13
cs450
'17 Tl x 17 7.' round
Cuslom Design
Bates
Bates
Bates
Manufaciurer Model/Number Color or Finish
Stainless Steel
Hammered Nickel
hammertone in nickel
(price as altemate 1)
hammered nickel
(price as altemate 2)
White dpolished chrome trim
White w/ polished chrome trim
White w/polished nickel tilm
White with oolished nickel trim
White
Minor Stainless Steel
Hammertone in Nickle
Allow $1,500.00
Kohler
Kohler
Billingsley Vail Residence
Plumbing Fixture Sdedule
uh4n0
Page 1
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Toilets
All baths
Master, Anne's,
Trammell's,
and Poader Room.
George's and
Lucy's Baths
Plumbing Fittings
Lucy's Batr
George's Batr
Anne's Bath
San Rafiael
White, polished chrcme bim
Polished nickel tim
Newport Brass 920 Series Polished nickel
LavSet#920 -8"centers
Bath Set#925 -wall mounted
Shower #92,fBP - wih balanced oressure valve
Newport Brass 920 Series Polished nic*el
LavSet#920 - 8'centers
Shower/Iub Set#9238P - wih balanced pressure valve
Dombracht Tara Series Polished drrome
Lav Set 3 hole mixer 20.713.890
Bath/Shower - wall mounted bathmixer
and shorer set 25.133.890
Tnmmell's Battr Dombracht Tara Series Polished chrome
Master Bath Kroin
Lav Set 3 hole mixer 20.713.890
Shower Set - 36,405.890 7,', 36.505,890 "/
Concealed hermosiat witr rolume confol
Shower head - 28.503.970
Polished chrome
LavSet HIBC
Shower Set 172TC
Tub Set dec'ked mounted KV3
Polished chrome
Single control mixer wi$ long spout 121C
Billingsley Vail Residence
Plumbing Fixlure Schedule
01t14m0
Page2
PoMer Room Kroin
Bar Faucet
(Price as an altemate:
KVIC Polished c'hrome
Tara Classic Polished chrome
33.500.880
Single hole mixer)
KV4 Polished chrome
And kihhen handshower
500 TcL
Tara Classic Pdished dtrome
33.500.880
Single hole mixer)
Kroin
Dombrac'trt
Kitchen Fauc€l
(Price as an alternale:
Billingsley Vail Rssidatce
Plumbing Fixture Schedule
01/14i00
Page 3
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lmonisonseltertmurphy
rmo turtle crfubvard suite 16s dattas to€s zs2o? tel 214 851 f ar t'to osr 0900 www.msmgroup.com
Decorative Lighting Fixtures - 4e abq LlQr*rnq fu-VaXe n
Kclcd t ctl.r apet iqWlSrrr \J
1. Lucy's BedroomU 4a. (2) wall sconces at bed lmnware Int'l 1039 AbbyV <- b. (1) chandelier at c€iling honware lntl 897 Simone
3. Lucy's Battr
W 4 a. (2) iesolosconces
2. George's Bedrooma. (2) table lamps by owner
4. George's Balh
X + r. (2) sones lronware Infl 1031 Mica - researdr amount of light
3. Anne's Bedroom
a. (2) table lamps at bed by owner
Y +b (1)Y-fixture, customdesign,allow$600.00each' c. (2) sconces at walls by lighting designer
4. Anne'g Batha. (2) wall scones
Ee<- b ltaliana Luce, Donna Perete
r + l. fr\:;fff:1,'tomdesisn,alg600.00eacfr
I 6. Trammell's Bedroom
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il:::,,'.T-'customdesisn'arr$60000eactr
(2) wall sconces
I 7 1- a' Nemo, Columbia
t 6. MasterBedroom
C t^ l-- a. swino arm lamo. R. al bed Jesse & Co. VNN-110r b. cnan-Oelier at oeiling lronware 8010 ClaudiaI BA c. tamp at desk by owner
9. Master Battr
V b (2) wall sconces
'a. Nemo. Columbia
10. PowerRoom
(2) wall sconces
tF + a. R.JesseCo. VN-117
11. TVRoom
a. floor lamps by owner
Billingsley Vail Residence
Decorative Lighting List
01/14/00
Page 1
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W& 'lh'e
Ftnr/h
O xidation occurs naturally on bronTe,
imbuing it with abrood, uariety of col.ors
tlwt clwnge with age. Thtrough the patina
process, Rocky Mountnn Hardware speeds
up this nntural uansformanon, bringing out
beaunful hues witlnut powder coanngs,
paints, or lacquers, Our patinas are applied
by hand andmeant to ege grareful\, Lil<e.
the ftnish of a fine bronze statue.
R..l C F{ padnas, appliedby hfrrLd,
DEEPENII{G
oueT fime
SILICON BRONZE MEDIUM SILICON BRONZE DAPJ(SILICON BRONZE RUS
wHrrE BRoNZE LrcHT t(WHITE BRONZE MEDIUM WHITE BRONZE
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SILICON BRONZE LIGHT
ii.n'-..1
oo
Fzatt Et-tTeT w- (
N o powder coats , paints,
1 r.,!i or noquers are usel" tn ILLT pa1na
process . Instead, each piece is
finished indiuidually, in paanas
tlwthint of age, tradinon,
other times, liqted-in rooms.
N
ur^/ 6
S) BASKET LEVER 1120 Sftountn
silicon bronze, da* Wna
O ACANTHUS LEVER L1l5
Shonm in silicrrr brorye, medium futina
O FRENCH LEVER LttT shournin
white honze, dark patina
ROCK CREEK LEVER Ll21 Shotm insitcon
hon7e, nwditnt fotirn
f$ FRENCH TWIST L1lB Shou.,rr in silcon bro7a, dnk qrrrra
q-
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is auailnble in eiilwrOw hardware
Silicon BronTe, which produces
rich broum tones, finislwd in kght,
. medium, dfrrk, ar rust shndes.
H Or tWhite Bronze, wlichlenls a
pewter laok, in yow choice of
light, medium, or dnrk patinas.
t.K1$ 2t/z'' x3"
SQI'ARE
TURN PIECE
ESCUTCHEON
FOR PRIVACY
MORTISE BOLT WITH
EXTERIOR SIDE
EMERGENCY RELEASE
T RI M I P4 1 8 Shorun in silicor
bonze, hght pathw
lD 2'/2"x2,/t' DIAMONDTURN pIECE
ESCUTCHEON FOR PRIVACY MORTISE
BOLT WITH EXTERIOR SIDE T,MERGENCY
RELEAS E TRIM IP415 Shoon in_silicon bronze , nLst Wina
Q z,t* RoUND TURN ptrcE EscuTcHEoNFOR PRIVACY MORTISE BOLT WITH
EXTERIOR SIDE EMERCENCY RELEASE TRIM IP417
Shonm in uhitr bronze, W Wtna
@ zt/r, x3!/r', ARCH TURN ptEcE EscurcHEoN FoR
PRIVACY MORTISE BOLT WITH EXTERIOR SIDE
EMERGENCY RELEASE TRIM IP716 Shotn in whitebronze,
drnk pa.inr
PRIVACY lvtOMtSE BOITS may be used with passage firnction
escutcheons m form Privacy monise boldspringlatch combinatioru.
Refer to the technical informadon on pagcs 22-23 for drawings
of available comb inations.
A
Becotne our hardware
is availnbll in all
standfrrd functions
recogniTedby tlrc
induswy (incfuling tIrc
. 7' -Ewropean muLn-Pornt
'ttllocd sTstem tned on
most petio doors) ,
the sayne door
hardwme conbe used
tlwoughout thehome.
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I(D POTATO KNOB K203 Shoil'n in
silicon bronze, dark patir.a
o snre n KNoB K205 Shorm in silic
}n.mze, mediun lmtira
i< O MUsHRooM KNoB K2o1 ,^ur"f
silican branze, Ught parina
P*,,LT;'1'"*tou K202 srrou''n rn sixf
O ECG KNOB K204 Shrnrar in silrcon tnnme, lrsfir frntll
*P-Ln*"l KNoB K251 Shoun i" u'hirc b'onl
(O BASKET KNOB K220 Shoum insilicnn bronzu, rrst nodnJl
C) 3" RINC RP3 shoun in uhirc btowe, medium patina
O +" ntnC RP4 Shou,n in silico n btonTe, rust padtw I
KNOBS are not recommended for use with escutcheons 3'/i and smaller
or for multi-point trim.
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Rocky Mountain
Hardwme is made
fro* corrosion
resistant maten-
als, From windy
coastoL stoTTns uo
high desertheat, it
stands up to
weather's worst,
endr.rnng,
e
A
BUTT HINGES are available rvith vour choice of these finials:
Smndmd Finial Cap Ball Finial Cap Dome Finial Cap Steeple Finial Cap
O 12'srRnp HINGE SHNG shounrn
silicon bronte, medittm patina
lS 4t/2, x4,./2,, BUTT HINGE HNG Also
available in 4" x 4', Shourn in s ihcon bronze, n sr padnd
O oRNAMENTAL sTMP HINGE oSH
Available in 6", 12" & 24' lengths Shou,n in srlicon honze,
dark paurc
(D HOOK & EYE H E Available in 9,' & 12" lengths Sho{n in
sikcon bronTe, medium paaina
o
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o EUROPEAN WINDOW RECIANCULAR ESCUTCHEON I
lt/z' x2'3/r"' EWl05 Shorin u,id the LWl0 Classic u,indol, lcver in silicoll
bronze, duk patina
(0 EURonEAN wrNDow REcrANcurAR EscurcHEoN Ilt/z'x4t/." EM08 Sfioun uidr tv L104 Hcr:/r. unndour huer in silicon
broee, ligfu patina
Q eunonrls wlNDow ARCH EscurcHEoN r
1t/t'x2t3/r," EW705 Sfuiu,n uith rhe LWl0 Ctnssic *,indol., leler in silicon
bronle,rustpadna t
(D eunopenru wtNDowARCH EscurcHEoN I
7t/l' x 4t/2" EW708 Sfuiun {,tth tlg LIU HooL u,indou lelcr in silicon
hLnle, medivm Darina I
rD rRuru HARDwARE wlNDow cneNKAND covEil
WCl00 Slmwn in u,hite brnn 7e, mediwn lntina
ol
C
WINDOW HARDWARE is available in your choice of finist
Refer to page 2 for finish selections.
I
WINDOW HARDWARE ESCUTCHEONS I
are available wirh your choice of these levers:
P#i',.i,y'$"?fy,u*.1
brorue, ncditm patina
o) clAssrc wrNDow I
L EV E R LWI 0 Shou,n in silicon
bton(e, rust Int,ina
€) EURO FRENCH I
WINDOW LEVER LW2O
n Shoum in silicon bronle, aal< naty
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O nt U PU LL CK307 Shrnun in uhirc brunze, nwdium patbw
|l( (f Wtne PULL CK308 Shouninuhirbronze, lgfupanna
(9 35,/r" SASH PULL CK3l0 Shou,n in u,hirc
bronze, tght parina
(D 6" SASH PULL CK3lt Shou,n in siticrm
tmmze, drrl< fntbv
@ tz" sesn pULL C6t2 Shot,nin
silicon tnorze, rust padna
DC
F
O 2" Twrc PULI cK32o
Shr.run irr silicorr brlnle , clarlc patina
(O g'rwrc PULL cK32l
Shuun irr silicon br,rnte, ligfu padn r
@ +'rwrc PULL cK324
Slrrrrrn in ruhite bron:e , tla'{rc Wina
O s" rwrc puLL cK32s
-Shoum in u'hie bnrnle, hghr patina
$ 7'ti' TWtc puLL cK327
Shou'n in nhitc brunie ,mlrlhtmlatina
O lo" Twrc PULL cK33o
Shova in siliccrn lronlc, nrst fiadna
CABINET HARDWARE
is available in your choice
of finish.
Refer to page 2 for ftnish
selections.
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HAU|lvtEFrHEttN
1035 .. Hammerheln pull-3"
1031 . Hammerhein knob-1"
$8 ct-ASStCS
GewaB* EAili (,
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Bclort Leather- and pony'wrapped pulls from York Stleet Sludio are available in natural, btack, and green (alt shovyn) as tvel as olher colors and metals. .,r"," Uf
Surfaces' compass collectioo includes straight, semicircle, arc, angle, and s-shaped door pullr, circle 540 IGtrgA+ Blsl-F{ I
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R:l/47"5 MeaHh .,t
aI
TEAFIHELLb
t4/+rw- ENr(z 6
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92 O SpruEs
I lrlewport Brass*
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lllustralion Parl 1lo. Oescrlption
Widespread Lavatory Faucet. t4' valves.
Spout c-c = 5%o'. 8'centers.
Tub & Shower Set (3 valves). %'valves.
Complete.
3 Valve rough for above.
Trim klt for rough above.
Tub & Shower Set . (2 valves) Mdiverter spout.
1/z' valve. Complels.
2 valve rough for above.
Trim only lor above.
Shower Set. %'valves. Complete.
2 valve rough for above.
Trim klt lor rough above.
Shower Set Mbalanced pressure valvB. /2'valve,
Complete.
1-504 Valve only for above.
3-9248P Trim only for above.
Group I Group ll Group lll
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9228P Tub & Shower Set with balance pressure
valvew/inlegral diverter. %'valve. Complete.
1-505 Valve only for above.
3-9228P Trim only for above.
s22
1-501
3-522
923
1-500
3-923
s24
1-500
3-924
6
1-500
3-925
Tub Set. Complete /i valves.
2 valve rough for above.
Trim kit for rough above.
sfus
$320.00 $448.00 $560.00
420.00
172.00
248.00
519.00
347.00
606.00
434.00
6F<
418.00
185.00
233.00
511 .00
326.00
378.00
121.00
257.00
481.00
360.00
r|3HMfr
336.00
121 .00
215.00
422.00
301.00
343.00
125.00
218.00
430.00
305.00
352.00
121.00
231.00
444,00
323.00
]{UE W
mxQ
ct4
Reduction to essenliqls.
The quolity of the moteriol ond the func-
tion of lhe form os the highest slond-
ords. TARA - on orchetypol design. With
convincing simplicity, but not withoul
exlrovogonce.
Lo riduzione oll'essenziqle.
Crilerio supremo, lo quolitd del moterio.
le e.lo funzionolitd dello formo. Toro. un
design orchetipo. Di uno semplicird con-
vrncenaer mo non senzo slrovogonzo,
Reducci6n q lo eseniiol.
Colidod del moleriol y funci6n de lo for.
mo como normqs m6ximos. Lo TARA -
.un diseio orquetipico. Con sencillez
persuosivo, pero no sin extrovogoncio.
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Cleor skiking rhopes
devdlop lheir own
ciqroclcristic inde-
pendence within the
intaroclion- lhe ct we
ond crorr noke the
source of wobr in fie
bolhroom slond oul:
lhe fifling.
ll gioco dclle forne
chiore e Fegnonli [o
notcgre uno oulono
mio coroleristico. ['o..
co e lo croce corolferi
zzono lo rorgenle del
bogno: lo rvbinetterio.
Formos <loros y conci,
sos desorrolhn en con-
aunlo uno ollonornio
clro€l€ri3lico. Arco y
crut co.oclerizo n lo
fuer*e del baio: lo ori.
(,1
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H" -fovte'l
s10TARA
Towel bor
Porlosciugomoni dgppio
Horquillo poro toollor de mono
-:€,_
cll
holder
w1
V=:
.,,ic.#
\
rl
Toilet brush t *
Porlo:pozzolo WC con rpozzolo
Jucgo de cepillo pcro WC, corlrpleto
Aglr il
Minor lQht o 90/80 mm
App{ique specchiero o 90/80 mm
lomporo poro espeio o 90/8O rnm
sin cubicrlo
Ceiling light wifr. n6t;l frsme
notoniaao con telqio in mslollo
Apligue o plof6n con botidor mat6lico
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TARA
(.
'it-r
ill
-q#R,.Jl^\t ll _
Wollmounted both r;*", onl rho-cl rer
ffre*y" ffi nt"'ffi H" r,*"."**
t
.a: l
Deck mounlcd tub/sho,,rer sel
Gn ppo volco o.izzonlole con doccetlo
Sorb 4 bn ro o odo o.ftjor puo narbie o br& & hnro
ffi,-.
.\\_
Concsol.d thei;ostot without wilume conirol
Termollolo inco5so senzo reqolorore di porlolo
T.rmo3lofo boio .nlucido sin reguloci6n de corlilol
Wollrnountoil tub spoul
Bocco wtco mortoggio o muro
Ad.niti6n o boi.ro poro monloi. o pored
Body :proy withoul/with 'olumc cooirol
Doccio lobrole renro/con regoloiore di porroro
Alcoi$olo do ducho, htcrol, rin/con nguloci6n dr oudol
70
Wollmou-niJd shower mixci
Gruppo doccio esterno
Botedo de ilucho poro monioie o po.6d
Woll-mounled showe. fi ermoslot
T.rnosbb doccio eiteino
Ternortolo dc ducho po,o rnonloie o por.d
Twowoy div€rlar
Deviolore o d,ue vie do incosso
ikonilno & cari$rb.i6n de do! vh! tsro rB oF hio .nllcih
Shower haod
Soflione ffus
Alcqchofo de duche, cobezo
imrv\'-u\
3'.,vege Umstellui'g fir UP.Monroge
J-lvegom 5(no tet rng toor Inbouwmonloge
Inverlsur o j, vo|es o encoStcl
Cornpitre sdower sa
Gruppo doccio con orlo oliscendi
Tob grip
lrloniglio dbppoggio
Bixio lbro boieros
6::+
-/'-'tFr _'ffii./
I n -'r-/-
rre\_-
Conceoled thrrmortot wifi volume contrcl
Termolloto incosro con regolobre di porloto
Termorlolo boio enl*ido con reguloci6n de coudol
Jucgo dc ducho comploto
.E-\
Towcl bor 6O0f80O mm )
A5lo Dorlo rciuqq-atD|ii€€d/8oo tt|m
Sorro poro boflos de boio 600,/800 rnm
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l(roin'
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Kilchen/ 88r Fsucets
DrsrnpJioa: Kitrhen Bar Faucct {K\'lCj.
Single Contr.ol trfiser rvitb Doublc Srqivei
Spour.
.Feaiures: Specially desiped double swivel
spout permirs infirite adjustment ol flo$,(lirection.
Opernrion. si,ngle rontrol. PaLen reri ceramir
rlisks regulqte l.ater' flou.. Handle pin pulls
trom the u ]),rsition tr increase Volume andhandleturns g0o for full tempcrarure rangc.
LorLpuatu:c: lonlorm s to applicable Amcrican
National Standard: ANSI Al12.18.1M- 1989.
Nofs: The accompanl-ing KiLchen Sinks (t I I ),\rinrl Coated Sre€l Basket (Al, &nd Kitr:hen Rull
Holder {T13L) are part of a series available
flom Kyoin.
Kitchen/Bar Faucet (KVIC)
Kitchen Fsucets
I)r,orrrplic,rr; Kirchen Faru.er {KV4).'DoLrble
Contml \rrrlve. Double Srvir.el Strnur. Rosettcs
anrl IIa.ndlc-s.
Ii.a.fulcs: Slteriallv dcsignerl r.(.ntpr m()untedrll'ultc S\1 ivcl sl'rdt Dermits infinilc adjLtstmcnt
of I1o*,. direction. Concealerl flrrv regulato:; al
hot,'eold junction prolirles adjustment of r.olume
\\'ircn eoefgl'c rns.n arion is a pt.er"qrrisite.
Olr.mrjon: Double (ontt1rl. paGnle(l (eramjr
drski regl|lirtL- \rater Ilorv. Ftnm rrff lrosition, hot
l)an(llo t rl'ns.110o sluchttise. c:oirl hanrlle tur.nsvu- countnrclo(k$ isF l{' intrease llriump ancr
aqJust t€mtrPfaturc.
Cclrpliolce. Crrnftrrms t(r applicablc i\met.ican
Natlonal Sl.anr lard: ANSI A I l9.l8.I )l-tfti$.
.\ rrp, lhe -...mIa!t.ingKitchen Sink (100) r,nrl\rinvl Coarcrl Srcel Baslicr (Cl) ure par.r of aserics a\';rilablc fr.om Ktrrin.
Kitchen Faucer (K\'{)
Kitchen Faucer (K1'.1L) fcar ures long lcver}anrllr.s antl rrrnfrl.ms to applicable Amer.icanNati{'nel Stan(larrl: ANSI Al t i.l-t f 80. fot. theph.r'sicaJly chalJenged. Slnrificar ions ar.ailable.
[.[vstor] Faucets
Desc rip Lio.n: Lav.atorl Faucet IHVBCI. Singlc
Control Mixer with PoD-uD.
Fea tu res.' S pec_ially dedir:n;d 45. angled spout
dirr.cts u ater flol\' to basin center for improved
access. Irlal'be supplied rvirh pre-set GpM rvhen
e_nergy consen'ation is a prerequisiLe.
Opn ation: Single control. PatenLed ceramic
disks regulate $'ater flow. Handle pin raises
from oif position to increase volume and handle
turns 90" for full temperature range. Rearpin
on spour operates poFup.
Contpl[atue: Contorms to applicable American
National Srandard: A,NSI Ai.12.18.1 M.1989.
Able.' The accompar\ying Lavatory (EWl4l js
part of a serics ar.ailable from Kroin.
Lavatory Faucet (flVBC)
J.avntory Faucel (H1'3CL) features a long lever
handlo and con[,'rms to aDplicable American
Nati',nal Standard : .,\-\Sl All ?.1 - I {r8C, for the
physically challenged. Spccifications ar.ailable.
lfil./r€r /Bdr ftt..tst
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Snilols
170'
tr" . --.1
KilchenlBar Faucet (KY1CL) anci Kitchen
Handsho$ef (5U0TCL) fcarLrrp Iong lcrel
l:i.rnilles and c,'nform t,. a|rplirablc,\mer.ican
Nriional Standard; r\NSI A1l ?.i-t 986. for.thc
ph1'sically challenged. Specifications availablc.
j.
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.i\rnr
-tl" ' Itaise
l-.{ I il r- l:".
JJ"''',131 rr
,,' -f tl. #l+tanA1h.i\ : //lll :
u /l!lj -
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U ..IGt h6r" iarcet"
it
Kitchen Handshowcr (500TC)
Single Control N{iscl l,ith g0' llandslrot er.antl
II"sc. See Feature lnrier. SpeIificlrrions
available.
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S cur-pruRE D NzI nrar S con,nLrecr
(Please refer to page 1 for finish selections)
l0-l/4xl2x5l.D.
l2-ll4 x14 x 5-1/4 0.0,
€
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l0 Dio. x 6-3,i4 LD.
i l-3l4 Dio. x 7 0.0.
: l5-ll2Dio,x/1.0.
17 -l ll llin Y 7.1 /d n n
l0J/4 x l? x 5l.D. ,
l?.-lA xl4 x5-l/4 0,0.'
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ffi IR.ofr,r-,rRu TNTERN,\'rfN;\L Itr
OJ6 PENELOPE
Iights.rowx6dxr3h
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".1' 0',.3, I =. A.8 B Yf
: Iights.l rtish polished-rzwxj.5t[ xr;h
-l() Fr5-sEt P.\Rti ll().r tr N.r, s l{ \'tr- r. r'. 't'\ j-l().i
.\ l- L l) n s | (i N.\ "i P I E R r{ r.: P r t'.\ R l),/ [ R{) N v.\ R li I N'l'6 R N.\'t' to
IVtLoq ,'w b.l
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t6)
Fsryry
$*ffiEt
8 iiehls
3+d-x3zh
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8CC FSA AZ, VXO
')"-
::J: -!i.
or="*rrt
APFL JESOLO E2?
ABC A8C lr/(l
aJ -n',i 2i : -.ai'E
APPL JE$!O PIUS
ABC rrBC ilAX
-'C:.: !1 '2 j -r ':','t
i; i7 i-'r 15 11 5 '3'''1/
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Lamoade da parete in vetro scfiiato, Cisponibili nei colcri: satinato bianco, rosa.
a7?urrino e verdino. La parte meiailica di sostegno in metailo bianco verniciaio a
polveri biocca ii vetro con due leve. Lampacle ad incandescenza o fiuorescenii
(neila versione PLUS).
Blown Elass wall lamps, available in the saiin-finish colours: white, pink, lighi
green or pale blue. Glass is iixed to the white powder-vamisheci melal frame by
means of iwo levers. Incandescent or ilucrescent {PLUS '.rersicn) bulbs.
Wandleuchte Opalglas seidenmatt: Farben: weiB satiniert. rosa. hellgr0n oder
hellblau. Metallteile in weiB. Zwei Hebel zur Glasbeiestigung. FOr Gl0hbirne E27
oder Pl-Sparlampe (Version PLUS).
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3C0 FSA tA.
'NO
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t[| IROrf'rnn tNTERN,\TrcOar- In
i0{i -\LisA
.z Iights.shown with HP ;.S.+
r3wx6rtxroh
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--
r lieht
top l)artcls aurbt,r rrrira.lowcr l)ewt(.r lDica
rorvx f.i Ir
E^TA
(,
i'n*)9..i:,ik;.J.*I::l*,61"*i,,{AEwoE'o
/l**'s\-qma U?a4*--ffif tr**-^U (s rC
:>-'?'
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't ),a1fr'7-g{'t;-"= ---=- O
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(r
INLrAovwA||r
2 Ztrrlt ER WALl
MEIAIS
25'137'14r n.x3'w.x 5" D.
Ftu I x i7l25l32 WAm
3 SASIC finlP WAIL
MFIAI.S
2t /36'H.X7 W.X3" D.
Flu I x tz25 wAns
-4:iftr:SAii*is
t'lEIAVSAl.lD€D fACEI GtaSS
12"H.XtZW,X1:D.
iNC2XZ5WATTS
RU2X13WAllS
5 tturE wtll
^€rAs/RUro
Acrflc
14i/E /g/51" H.X4" W. Xf D.
FLU 1 x t3l t7 /E/32wNrS
Fru2xrT/25lt2WATIS
6 DOUC WAIL
METAIS
2{ 136" 148' H, X r W. X { D.
RUr X t7l25l32 WATIS
7 racE cuP wall-cElLrNc
MEIAVSAT.DED FACEI GIASS
17 W.X1'D.
tNc2x60WATT5
au2x13/26WAnS
9 Cnf,US wlll
METAI-
,r H. x2ir /36' W.Xr ly D.
rNc2x75WA1TS
FLu 2 x 13./26 WAITS
HAtIXl50WATIS
lGl2
'ICEI
DlsC liUAlL{EIUI'lG
IdFIAVSANDO FACEI GIASS
16'WX4"D.. rNc 2 x 60 wAlls*t*',rrr6u*
RON NEZEIf
oo
/,E.&/rE dp. UF-ttO u/
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R.JESSE
& collPAl{v
Model No.:
Item:
Order No.:
Dimensions:
Finish Shown:
Shade:
Cord Cover:
Finishes
1 1o- Al Antique lronBl Black lron
AM Antique lron/
Metal Shade
BM Black lron z
Metal Shade
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rOtL- ?' -----Jl"l
11'
vN-1 10
Wall Fixture
110
17" x 25" OA HT
Antique lron (1 1O-Al)
Off-White Silk'
Antiqu6 lron
Shade Fabrics
OOI -3O Off-White Unen
31 Beige Linen
32 Ofi-White Silk
33 Beige Silk
Round Shade
01O-3O Otf-Whito Unen
31 Beige Linen
'Metal shade - 2.5"x8"x6.25"H
1226 KFYSTONE WAY . VISTA, CALIFORNIA 92083
619.727.8665 r FAX 619.727.O2o9
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IRONWARE
o
IN'I'ERNATIONAL
@
ffiffiruffi
9 Iights
37drn:<4ch
W+ufr(avao
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I IA \Ya*z dq \/il-ll7 Vl
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1 07-,Al Antlque lron OO1-3O Off-White LinenBl Black lron 31 Beige Linen
AM Antique lron/ 32 Off-White S kMetalshade 33 Beige Silk
BM Black lronl Round Shade
Metal Shade 01O-3O Off-White Unen
31 Beige Lihen
'Fabrio Shade - 3'xl 1 "x7"H
B.JESSE&CO PANY
Model No.: VN-107Item: Wall Fixture
Order No.: 107
Dimensions: 1O'x'15'OAHT
Finlsh Shown: Antique lron (1O7-Al)Shade: Antioue lron'
Shade Fabrics
1226 KF/STONE WAY . VISTA, CALIFORNTA 92o8o619.727.8665 I FAX 619.727.O209
('
lllustralion Group I Group ll Group lllParl No. Description
1-606 Stop valve. %'InleV0uilet.
3-163 Handle and escutcheon lor 1-606.
Stop valve. %' InleV0utlet.
Handle and escutcheon for 1-607.
18'Towel Bar
24'Towel Bar
30" Towel Bar
Towel Ring
1-607
3-163
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Newport Bross" 6a
$63.00
76.00 106.00 133.00
83.00
76.00 106.00
104.00
109.00
114.00
146.00
153.00
160.00
182.00
191 .00
200.00
102.00 143.00
oo
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' ,- ,, ,,,', .. Beauty and Brains:
The Professional
Advantage
If dre refined, brushcd-scainlcss steei sryling of our
Professional Series isn't enough, consider the innolti.,e
rhinking behind fie beaury. Our dual-fucl renges come
in muldple combinacions to double your creative powers
with the responsiveness of a gas cooking surface and the
convenience ofa self-cleaning clecuic oven. All 36" and
48" models include our Twin-Turbo'' convecdon sysrem
for supcr-powered eficiency. Sgperior technologr is
standard with Thcrmador. A completeiy sealcd burner
sysrcm keeps clean-up to a minimum (no more messy
drip pans).
Our breakdrro ugh Star'" Burncr
guidcs rhe flame closc ro the
cenrer of a pan for even heat
distriburion and quicker heat-up.
And our patented Extralowa burner gives you the
broadest possible range of low tcmperarurc setrings for
maximum conrrol over what you cook, Melt chocolate
without a double boiler. Make whisper-light hollandaise
withour scorching. Or keep food warm evcn whcn
company's fashionably latc.
36" G^s SuRr cE/ELEcTRIc R^NGE
\clrH FouR ST R BURNERS & GRILL
PrDs364cLus
rho*n wi(h oprioml High Sh.lfA.clrroly I'Hs36r
36' GAi Sunr.Ace/B.r:(:r'Rr(: F-lN(;f-
wrrH Srx S rlr SuRNEt$
rRt)$J66u.\
iltowD wirh op(ion.rl Lland T'inr Ac':$r(rl l Rs.l6l ls
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"Notd llhinwft ltood !,iddl
Gcrn|n rnad .q|rlr dlrt
of *|. rut or cdkloP.
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Thermador ProfessionaP Dual-Fuel Range Cutout
ETlJ/llr.'
Ovens
Kw.OwmllDimensiom
Cutout
Dimensionsi
Primary Oven SecondarY Oven
lmeriorDimansions lmDriorDimensions
r'bdd No.H xWx D
Professional Dual-Fuel Ranges
PRDS304 60,000 4.3 35-hto 29?/e 7751e 281h 76th lStls
36th
35t/eto 30 24to
3631: 74'la
l5'/r 23r/2 17 N/A
PRDS364GD
PRDS354GL
PROs366
75,@0
78,000
90,000
6.6 l5v8to 35% 29rle 303/1 28 l5r/e
36r/r
353/sto 36 Z4to
36th z8
t4th 28 20r/:N/A
PRDS484GG
PRD5486GD
PRD5486GL
93,000
t05,000
r08,000
t0.6 357ato 47'ls ?91/e 30Yr 77 l6rla
3631+
3svsto 48 24to
3631" 25
l4r/r 28 T0tlt l4tl. l)tlt f,Qtt2
Professional All-Gas Rantes
NoteAl|heiSht.widrhanddepthd|mens|onsareshownininches.2)ovendoorsan(tcofitro|'oobsCanberrmortdfor6oo|.w.yc|earance.
.pl€ase refer to instalauon nsrruclons prio. to making (utotrt. arH€ight wfiout back Suard or high shell i fleaiu|1ed to front ot control panei bullnose'
j i4casured tg front of doo. handle Proiectton. BTU/HI includcs surfacc bumeE and thc oven'
*
Ranges and cooktoPs aru
@
CGA ar|d AGA apprcved
fof immediatc cntical nllallation dlmensiont by fax, use yolf fax handlet nnd call (702) 813'3600 Use codc fl8030 fof r dirccrorv of Thermadof' produ<ts'
PRG304 r00.000 357eto 29tlr Tlsla 2831c 764a l6tlz
36r/r
35r/sto 30 24to
361/r 763|a
l4 24 t9 N/A
PRG364GD
PRG364GL
PRG366
20,000
23,000
35.000
35rhto 357/s 29rls 30r/r 28 l5Ya 35r/oto -36 2'1to
361h 28
l4 28 zv
PRG484GG
Fircceeco
PRG485GL
65.000
2,000
80,000
N./A 353lsto 47tla 79rla 3Oth 27 l6r/s
36)lt
3sr/sto 48 21to
36r/. 28
l4 za 20 4tla | )tl.t ltJ'/?
l-
+
t8-
L
.fto.a H||titrr||n hood et.|tn
r..ol'tiltdrdd.qtdr drr
of th. nnt or t@ktoP.
Thermador ftofessionalo All€as Range Cutout
0
0
(t
58
Traditional and
Professional@ stYle
t.hoods clear tne alr
with top efficiencY
Thermador wall and island hoo& pur dre '
finishing touchcs to your cooking qntem, with
the bcst ovcrall efiiciency in drawing offsmoke,
moisturc and heat, These eiegant hoods
combine stylc with vigorous pcrformancc,
gcnerating a ventilation power ftom 390 to
1400 CFM (Cubic Feet of eracuated air per
Minutc). Available in a variery of heigha'
widths and dep*rs, they accommodatc your
individual kitchen. Most modcls include dual-
lwel halogen lighting for enhanced visibiliry
' and convenicnt, variable specd conuois' For
ultra-simple cleal-up, the removable filters fit
' into your Thcrmador dishwashcr. By installing
the optional KeegHot Shelf, you'll maximizc
- your mealtime possibilidcs. Store plates or
food on the fold-down shelf while you cook
Or keep leftoven rastcfully warm unril the last
srragglet comcs home.
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48" ST^lNLEss STEEL \g^[ Hooo
',HE{EUSthorn drh 12' Duct Cov.t
^..'$ort
ocT{8us
6" Ducr Covcr Acca*orl rl'o .v!il.bl'rDc48vs
30" sTAlNlrss STEEL THETMADoR
PRoFEssloNAL' v^LL Hooo
PH3OHQs
rhown *nh Kccp-Hoc Sh.lf Acc..$ry KHs3oQs
t
30- BLACK v^LL Hooo
HSSOQE
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H Wall Series with Optional KHS'' (KeerHot 5het0
HTWall Senes with Optional KHs
(KeepHot Shelfl
t*
Hoods Feature Comparison
MoDEL NuHB€Ra
APPEARANcE
Installation
Ayailable Sizcs: Widths Irland
,r8,'6af
Finish: Black lS" x 34'
Fini!h:Whire
Finirh: Stainlcss Sted
Shcif
Brass Trim
Access. Duct Cover. 6" ht.
Access. Duct Coven | 2"
PeIronmeNcr
- Doublc Wall Consruction
Dual
Sock ts
Ventilator
Remote Ventilator
Heat Sensor
CoNv€NtENcE
Concrol
Filters Ttrae
Dishwasher-Saf€ Filte6 Cornmsrid.&ne
G€NERAL lN ron nrrtorq
Tnnsition Model
Duct Size at lncludcd
Direction 10" roundI r/1'x 10"
'Whcn ordarin& sp.cit widrh dimlnsion; i.e.. HBloHe.
rtical 6
73
aq
ilt Z"tT"il3 *oln:
I
Couvrnnrop
MtcRowave
Mooar KCivlSl3sH
Krusro Cournnror
MrcRowaw
Moon KCMC125D
,,ii+ri:+iH:i,tix;ffi afi )ffiF.*'#i"fiIiffi :EiEgriRH
4.3 Cu. Ft. Capaaty'IJlinn Hut - 1,100 Vatts d Cnbng Power'6 Aauratic Cycles
.Recused Tunwble,zo Touch Pad Qnrok vhh ?9-Min., ??-Sec. Tner'Child Lwhtut
'Tin Kis Availablc for lrctallation Over a Heat Source'Shown in Sainless Styling - Aln
Available in \Vhtq Biscuit, or Bla& Sryling
't.2 Cu. Ft. &paciy.900 Vats'Patented Duo* Sysun Coobing induding Mianwave,
Crkp, Sizzle, and Cill Funaions.Crispware Cisp Pan with Pan Handle'Toueh Pad Controls
with ?9-Min., 99-Sec. Tiner'Cill Rark.ChiA Lockout.Shown in Wite Sryling - Also
Available in Blacle Styling
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MICROWAVE HOOD
KHMSlOsE
KHMClOTE
KHMS147H
3tr
Mm.
catinol
opening
width
Microwave ou.n Oirn"tns and Installation Data
Shown in inches, weights in pounG.
| *c"utruol KcMsr3sH I KHMsror"l *xntctoteI KHMsl'sE
0
30" uttt. trom
cooking surtaoe
MICROWAVE OVEN
KCMGI25D (not to be installed
abo/e a heat source)
MICROWAVE OVEN
KCM5135H (not to be installd
above a heat source)
rtrlk €-ats -al.tr.ddo..rrl
Countertoo Microwave Oven Trim Kits for Built-ln Installations
Shovm in indFs.
Trim Kitr
(Model No.)
For Use With
Micowa\€ Oir?n
Model llo.
Cutout
Dimensions
Trim Kit
Frame
Exterior
Dimensions
Trim Kit
Frame
lnterior
Dimensions
Can Be
Instalhd
Above
Built-ln Oven
Model Nos,
MK',t134XG
Q4'-l
KCMSt35H Z2JlrN x
l5XHx
23lD
23YaW x
18 H
Z2Xr W x
l1nH
KEBIl4l D|/
K885147D
MKI137XG
(27',I
KCMS135H 25'l W x
15 H x
23/D
26'l(r W x
l8H
22'/"W x
11'A H
KEBIITl D/
KEBSITTD
MKl l3OXG
(30'1
KCM5135H 28id W x
t$( H x
23XD
295|| W r
18 H
22'lsW x
1rtr H
KEBII O I D/
KEBSIOTD
'Tnm kib are avaihble in sarne coloG as mkrowEve. Q -White, B - Black, T- B6cuit,5 - 5tainl6s.
Dimensions are for planning purposes only. For complete details, see Installation Instructions packed with product.
Specifications subiect to change without notice.(l
Overall
width 21X 2114 30 2gl 29'A
Height t3 t1 16t/r 16?'x,16la
Depth 174 17v.15le 14 14
Oven Cavity
Widfl 14N 14N 21U 181{.187't
Height 8A 9y,8t{8r 8tft
Depth t5I 16 tt:/f 17X
WeighB (approx.)
llet 50 &u ou
Shipping 43 84 79 ffi
Recommended Duct Length
Duct Outlet Size 3i6 r 10 3,( x l0 3l{x l0
?trlf, -_-__j
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Stx-PRocr^M INTEGRATED
Drtl246Uv
prncl providcd by 6rh.rl
:r Srx-PRocRAM ST^rNLrss STerL
'I ' Dv246us
Frvr.-PRocn^M BLAcx
DW245UB
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FoUR.PRoCR^M \vHITE
Dv2{{uv
For dcnilcd producr inlbrmarion, sre p4c 77.
Opainlr fo..h.i'iaLqntd.n l d..h llG mr
b. hlrdhd 16 t|i. rlEd.d
...r. ,9rE*...r. ri.:
3'lt' lrom 1106.. lr|/|c frch
brd inl.widr.r !hoh-
-'-'|
White or Black Curred Dishwasher Contrcl panel
Curtom Door P|ncl Olmen3tons - Built in tlodcls (DW serics):
Panel width: 23 /',,', Panel thckne5s, '/.,'.
Panel herghl for whrte o. btack rnodels: 25'
P.nel Dimcnsiom - Intetrated Mod.ls (DWl series):
The .heighr and wdth df the panel door w'lt eq@l rhe herghr and
wrdth of a standa.d 24-nch-wrdr cabrner door. For cusrori.nrrdc(abhets, a 2.1 l/e' wtdth rs r€<ommended,
Note:All herght. wdth ind deplh dmsnstons dt19 shown 1r] rnches. ! pleaje rcflr to In$a attonrucuonr p'or to mak,ns curout Erecr,.i i:r:;illlll$1#:1t"ri:t,1[J"n'"""' /q) fiif D,shwashe{s a,e L/LPs. fy .fy and cul apprc\.ed.
Fof
'immcd|atc
cfttlcal rnsutlhtron dlmensbns by fax. u3a your far handset and <al (702) 831-1600. use codc #g030 for a drfectory of rhermadof. prdvcts.
mslruatrona pflor to makrng cutoul_ Electrrcal Reqr.:rrements: l20volt5.50 Ha l5 Amp'
Dishwasher Feature
MoDEL NUHsER
DWt246UB
DWr146UW
FEATUREs
Wash C
Pots & Pans
Wash
Normal Wash
Wash
Rinse
Econo Wash
ADoTTtoNAL Wrsx rNc F€ATUREs
Condensarion
Rinse
Starus 8ar
(t-9 hours
Soil Sensor" \A/ater
Exua Tall ltem'
RAcxrNG FEAruI E5
Clearance on U Rack
Clearance on Lower Rack |2"Clcarance When Rack Removed
Rack
Lower for Pots and Pans
G€NERAL lNFoRr.iATtoN
Decibel
- Onc Year Parts and Labor
APP€ARANcE
Bhck or Whit€ Finish Control Panel
Stainless Srcel Fioish
for Custom Wood Panel Doorsz
ADAPTABLE Acc€ssoRy Ktrs
DWPK2.IUS-StJnles Door Panel plus Frame Kir
DWF24UB- Black Frame Plus Door
DWFZ4UW-White Frame Ptur Door
Shclf for Long Stemware or utensils
rT.I lt rn sprhd.r for 16. wh.i 'l'g.r r{t ij .orf,.rd, rltEvtd durtt dr. €rh cyrJ.. 2c|rs., ,mod Fldt Fwidcd b, odE!, tH..^r}lduq, doofprincs pro*r.d lor<uro|n Fn.b x'tthtnt b.n*.n 7 rd | | pound!.6
77
r\
Dro". you, winc collection at the
proper temperature aDd keep it beautifully
displayed in a U-Line Wine Captain. With
three sizes of Wine Captains to choosc from,
1'ou c"'r now have the coniieniencc ofa penonal
wine cdlar in your Litchen, den, family room or
any ottrer location. { [J-T in6 Wine Captain is
the perfect companion for entertaining - orjust
rclaxing at horn€.
DESIGNED FOR
ELEGANCE
TInternational styling, contoured lines,
a tcxtured vinyl cabinet, the possibility of
stainless sted accents and a sleek, integrated
door handle allow the U-Line Wine Caomin
to complement your decor.
THE RIGIIT TEMPERATI'RE
FOR THB RIGHT WINE
U-*"', uniquc, triple tempera re
zones e rure the proper storage temp€rature
for the right winc: rcd wines are stored in the
upper section of the cabinet (approximately
60oF or l5'C); white wincs are stored in the
middle section (approximately 50-55oF or
10-12"C); and spartling wines are stored in
the bottom cabinet section (about 45oF
or 7"C).
,)',
PROPER STORAGB.r
lhree models of Winc Captairs will
accommodatc 32 or 60 bottles (.75 [ter size).
Spccially designed wine racks allow for
proper horizortal storage of the wine. The
cork remains moist, which keeps air frorh
entering the bottle. This preve-nts the posribility
of altering the wines' delicate balancc and taste.
DISPLAYED IN
STYLE
A.-l, handsome, sturdy tiuted glass
door, combined with an adjustable on./off
interior light, permits you to attractively
display your wine collection for those special
--occasions. The tinted, thermal glass door
also protects your wine against potentially
harmful light rays.
SECURING YOUR
INVESTMENT
f1
Uredit smart dcsign for the standard
door lock feature that not only kceps your wine
collection secure, but allows you to easily
reverse rhe door swing, ifoecessary,
O
/
Y.,/
Please rcfer .o poges 12 E 13 for accral modLls.Pleose rcfer to pages 12 & 13 for accta.l
6
. ot{ l cK ofitltl [.{cNEs ICE{rB!ER5)
at o tt/? ro oEpllt Fot tvalEt !tN! cotaccloN' ox Lct of ut$t t^KHEt {cFtruaEtEs,
Mll:en ,necessed,. L=-Linc ^products do not rcquireaqcuEronan anr space ror top, sides or rcan..
FRANT GRILLE r\/r(IST BE TJNOBSTR,I,CTED
FOR PROPER \TENTILATION.
Specfuations subjcct to change zuitttout notiie.
RED DII,rEN6ToNS tf,sFEr oNLy ro CoMBo MoDELs
AND TIIE BII5 dAI.TD CLR6O Icn M.urns.
@ Rb-,@ @ ((
Ul C.[rqd- "r<qia i..at:' .tl Cor.dt-n .gr.d-
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u'l,iag'5 cupmitrneDt to proviab pretrium ,-*o";r-T**?HH,ffi "** ind.o. ir our .lhndcd ,urerty.FUrr oNE YEAR wAxRilNTY - rhm gl &lc deunnse' u-Ltue coy€$ a[ Frtu,"d bbor io reda a'tr*r ruy pmdod, sdd rdscrvicd d&in ttc Itnihd Stales ena c"-.r., wldct gores o G a"a.+rvr i" m"lodiirc r".hufip.*u**H,ffiH** jf:g"U-P"coyesalFrrsaodtsborrorqr&rxqba* ro*orGb.bc.r,.e,{r*in 6e..orrd "n*'" (m'idnc of rh! ::TIff Hg=*, :"!@, byFffi; iffi;ffiStffiffiffirdd ard s€reicrd n*tin rc uniea sog oi c-;" ciriic u-iG h" ;"pil;;;ffdffi
. oN arcr ot t^tr I'.FE (c!|tl$|grast
f rr .|3t-t.l
,rED lutEt Opft for *tB urE coNiEcltoN'|l ll4qF ur.r ittts tcEvnrE Est
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UNDERTONE
ffiRA|ARCE/MEDIUM 351/s'x201/s,
Generous louble hosin size puts functionolitv first
t 3355 Undaton bdrGLorgc/tbhm Urdrourta ttdm Sint uih Ayotq
ft|lr([.635il.
. l8{or{e stohles steel with Huduoot underooting
. htrolorge ond medium size hsins wfth rcunded bouls
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@eso
.rG!/te i?.r.|l'. -*-ef ----r
,;l[ _T[-I,-;
.:.L--_--J
-
Fo
^ o--.-.---
LtraouruT
t(.3356
No$ St*ndrdld
Undcnountr
f{rld Pundrho llsr
I}inrrui|r (Lgtrth x tfill Ur4'r m'ut,lFtxlil mmi
hlrd hbdr SLr 32u{ iTflli
5i* brfamn:llrh'xlTU( llf,t
l37r'x l5%'lhlrr
!o:in DcUb lEwjww-
I'kHiil l84flgg noirfts nd v h fudroo ffiins 16.16
llir. lcr dira
lfitf Lqid
3q'
0lbrd
&rtti"g lood Hodmod, right h{n ot*y [.327t
Hodrood tcntuo l(.591 7
r6.61
k fn ldrt bftllcharFm t6.61
(dadff tish lodto"tT.Sm 16.62
ldm lodi bd tdf hblthl[3m 16.62
hoi"tdrd t(.653r-
Duon rm.r I{ml/G/0|; Snirls SrrC l({Et3/tl
16.62
Si* Slnitt 3.21
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UNDERTONE
HIGH/16tfl 3nsfx20t[,
Designed to keep woler off the countertap
vhen noving the foucet between hovls
f.$55 Urr&rtrr l|llvtor Urdrltuilfn likfur 5i* dr tu01{e lud tl-lJlfzl.
. l&$olge stoinles sted wilh
Hmhtoot undorooling
. Deep, hqe bnin ond smdb
dhpocol bosinnith runded bwls
@eS
8ottSlyL fdrdd
Ilrdhllon Undnounta
htnl ftrndfnl llorc
Dir:tdor llfidh r fr l 30Yr' r 20 tf l78l x 5l I rnml
0nld lnhrior S'E!EWxl?th'
fnt (oqrtnar lTtlt xlTt/f W
9%' r l5ti'Rhht
loir ll.tdB 9W|.,it,srytid.
torrhl l&Gougo shi*6s t cl riilr lluhtoot rndcnooin t6.t6
f,!. lco (oun l
lffiiRd*d
3r
hdod
qrilfrg lnd lludrnod orntrrh [-591 7 t6.61
trro lirre Nd.l |dhirrottyl-3"9 t6.6r
6btit/0,llh!
frydfurhrlid
Qfr her cfi, dcd;h
llftih c llnord l{.3292
t6.62
ldlor h$ tod lrfrbtindthX-3191 t6.62
Dniaocd r-6539 t6.62
$r* Stlipf finmincr HmVffi/0* ShiLs Shd l(-tll3/|l 3.21
r-$55
amDrd0ffir(15'1.m 0l!h ty*ltt (1t1.
I(OHLER"T
HOURGLASSBS2 BATH".
60"r32'x20'
tonvenienl size ond interior conlowed-stvlina
is ideol for replodng u stondord batfr
[.1219-t flouCo$8 t2 lodr i" b &ty.
. ilodek ovoiloble wilh ond without noiling flange
o 0ptionol renpwbh oFon
tftilng nuge l{o (Dmo-hl I Yrs Ya
0ttth Lrcrdb | fi 16ft Artldr
|)imssiom 60' x 32'x 20' (1524 r 813 r 50[ mnl
lJair llum*nc Er 53'r 2if; 8Gt 17' r ltf
ftpdly h &nrflfl _ 6lcoh(lE24ro!l
Il.i{il q0 U& (36 lql
lhraiol fllghnbs layk 9.2
hrdhrhn Dmru | 31d obn
horrndd
untn |(-716l-Af --- -------l 9.26
0ilild
ldmurth ABon tLt278
trmndc loh tr K-1191 9.25
Rcmnlh lofi hol5ft K-1601 9.25
8dr o dc*-Ddnt kti. c
ru[nunt
hion 2
Ycidion
ffiidpodVrin I r(-r20r I r(-120t-t I r.t20In 8.rfi|
I(OHLER'
TEA.FOR-TWO 5'
60' x 32'x l8%'
The only lwo-petson bsth thst {its into o:tandord 5' olrcve
i.!50 tcojor-Tn I Boi in llo& 0hd(.
r ADA comphnnf when inslglled vrilh sort ot hod end
r Contoured dmin omrllov sllows omfortoble hohing for tuo people
r hr undomount or dropin instollatiorE mr*#;E#IrRoN
ol
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ol
Dirrdoc 6lFr3IrlE|lf
(1521x ll3 x {53 mm}
Inlrir 0lmlnftrlr tinr 52%' r 2+ N6c 10rrf r lf
(qcfy b 0ttcrflor 50 ek lfll tin
wh 250 rh. fl r3 [!
lleiol F||'RCNSIRONI 9.2
Instfutttol |lrorin, 3- roll olon, udemout
hcrnadd
Dftt l(-7169.Af 9.26
01ddd
hmovlbb loft hllor I-l Ifl 9.25
Ylny{ ffnqft 8od t-it79 9.76
thdamnlxrhftnA r.506 9.25
Adiu& tce fc tlov*fb* rorshi,t(-il72 ,.26
lertodLSofiFotlm I.rot 9.8
fqml Do*- or wdlnnut sdiorr 2hiiir
5'ffiilloool Vorin K-852.H 8.47
lj
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B IRTH DAY* BATH
,r" *37r/r'xIl'
The ultinote deep sooking hath k tlwuys in style
s
f-m0/r-102 Bfi|frry 0dt h 8b* lld fi rt{'!l. [d lttd drr LF (I-1021,
ftriii hrd {I-ll0'{1, Anlquc dlh lt-106), ild ris dr, srlnr crd cs
rdtdur lI-l2rl.
. 0mir, degont design
l@Ha.c,{SItRoN
Once Fq A lihtlnelo
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|)IE Ebtr lTrllW
(lE29 r 95,il ml
l|qilt ?l rf {54{ nrl d oulht,
?'1616 rml o S&ocd d
htuifi 0irdrtor frn: 67'r 3l': loc {3' x 2l'
6r.ilv h 0nrfloy 50 Cds. (189 li|16]
tfaill 1il}lh.0ri t{)
ttrbtid EIII.RCASIIRON ,.2
Mdlat Frood!ftf
fuu6 ffi irutu ad poirrd rrirft
Softs,ad S{l$hd frrd
92
t4id
fufiu 0ot ond Oou leg l(-102 (srt ol1l c c, 18, AU
tilirn onh r/ftn ard lop I-t06 ft, il,
lrhr 8otft fora r/lhnddrrtr i-il0 t5
fre Tubrs or Wo$nount ldoler frt ll2/ or lH0l 2.t5
tldhldfitodro Ktol 925
Motd
trmvotb Ndh mon r(.l19l 9.25
TEA- FO R.TWO* 6'
71t/i x}t, x20t[,
funtourqd droin cverilow allows comfortsble bothing
fi eiiher end or rosn for lwo
K-86:l to-fo.-Lo 6' edh h SU 161
o 0ndermounl or dmfirn incolloftn
I@HLN.CASTIRON
Once For A Lifetine
[--T-tt**i \ /i\/r- .- r_-'ir..4,.-,".* - f /r.!rroo. / Iv,
I(oHLER:
Dirorim 71zl( 1J6' x20(f
{lltlrfllr531rnl
lnlriot Diraa$r mn: tU' r 2E : [@: {fx 2f
fudr lo |)rslhr 89 Goh. {387 thsl
fttohl {r U6. il83 lkl
lkluid FH.E.CASTNON 9.2
hErldhe Lodr, udrno|nt, Sddon
hltrts Safeuod fi!+Eidont fridl 9.2
htrid
0r!ll [-7r69-tf 9J6
(lltiml
hmlrdlfdlh t(-llrl 9.25
Ymyllsrrchhd t-|.|79 9.25
l|drlurrtl!frlhcrilf x-5t2 9.26
f.ntdlbb hli t!ffio H60l 9.75
furu|--lhd. n mfmoul Scrtiut 2
fbilio
6'Ul'rhod lldim l{6}ll; l(-8{llll 8.17
=t;
ob
ffi,iil'fcB
244
C-il;i-#i.f h;iii:*ii$:ffi$'ffi ,{er-c;"ffi i;-- . .. ; .;.:..;. :ji. .-f ,1i,t:::,j,!i:i;:.tr B:,:''.;:,:i+:#*i.#-r rrraiaEi
lffi* ?or*,"tot *uoto""
lApA I
wH6 |Tiffi-T l9
K-412 r 7 r l.- vll'lorG, qma 6v'st 'tu i lry
mo,rntrng witr nrrat trame. aoa corn9lltnl Full 18€55
a
2
n
Fashidl 216.80
181.50 2.9
K-2213 'lf r 15' vl!!<ru! cnna |avaqt ' t l'*_
moudinq tnlh flratal tEn€. ADA cornprem'Full 23{i.05
271.fi
170.10
K-2257 daxroN lLe-N L.qvlroav
17 x tf vi!-u! dioa lavalory wth dnooth
'dgo
for
nfngin. ADA oo.ttgl'an.
Rill 21'9ll
CP 74m o.3
K.&98 6F "C,rr|t|u"'r
tap' 1 r''{' x 1 l/':'
141.15
NA 61.65 o.4
K4l6 t r t ]a mala trdrE rq t
t r"ffi."t"Gt". t. K'"13 c.n-" '"*"'!'63.35 0.4
K-$ar
ffie'i""
I Book.I ::::! Hnialxl
CP PdEhd Chtfii'
AU Pditihod Gold
Ft LL. Coro..
,! ,.ffib,*",* t! iffii8%
l,l ffi*:y* H Hre*;*"
13 ffi,**- il ffi*'"
17
85
s7
::::===:::::=== ; i;; i ii c
Blad. Bbd(u
T6al
Falibany Putt
ThundatL Gr!!
Madot
Iimbarlit'rgre
[i3oJR^r,r.-^ *r too
LAOENAI' UIffi-1 luE;tl,lrvNl Etr L^r^r vr"ffi srhib I 154.60 6l 6
a-ifr ""..mlty'
eOl -tptianl wh'o insttlLo n a zr
nir$mrrm da0dr aoutlano9'
---:::=:=;i;;=;
Full 200.90
231.(x)
\rnd€17535 3't
K-?215 iHo'I#iff ff :J.ifr"fi -ffi
'
-ii"tirtli r'' er
minimun (bpth colr$anop-
ffi
23 1/f x 16 lr,l'vihaolrs cttl! tL-in latr.ldy i h
gt.l|l ,
Full m.93
26C.15
234,30 3,6
K-2216 Fr,g)a-60
FeCrlon 350.15
CP 74m 0.3
K{9C0 6;Gloiu"t"ur"'p' lr!p. I llF x 1 1/'''
AU 1ar.15
;ffi;F"tdtcix- t€lorto F uc't Prica
Boolc
[:I,itr;i;,HHi]ilfr &l#Llff;'.*',
I b aneut€ spoul ux .6u :;.:kraatraa
:P PolbtEd Cttorw'
{u Poliahod Gdd-iull tl co5.!
,! :HiJt,".,'- !! itr$tr*'" -
rs ii;i.an S.id- 96 qi!.uiF; irTreiu;- 9q chel|'drl7 *nono !q PYrovraEsi liiiii;€nr a,er'- sa ll'i€ off6
S6 fenOct- Sr.y V2 Gtaam CllY
71 Soalodn C|laaat
7
58
65
Bhd. Bbdn
T€al
Ttl|.rdorn GiEY
fimballltt
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SAN RAPHAEL*
POUJIR UTT
|ffeilng Kohler s lowest profile tonk
with a vigorous, yel quiet flush
l(.339E Sm tqfid Pomr lih Toiht tn [h* Shd"
r Duol flush ues l.l qollon for
ligh woste/I.6 gal6-n for
noovy roslc
.21rt" fully glozd rryry
. Eurgohd boilldosfin
€.€crHcasevtcc Eucra€ila.rl0 v- 15 a o tt chcrrl rprEctED
i
:- ----- l
I
(762 x 101 r 501 rml
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Material:
Roofing Type # I
Cedar Shingles
RoofType # I Copper Flashing
Siding Type # I
Venical Board on Board
Roofing Color # 2
Standing Seam MTL Roof
Roofrng Color # 2 PFSM Flashing,
Siding Color # 2
Cedar Shingle
Siding Color # 3
All Fascias and Soffits
Horizontal T&G
-@ Siding 1,2,8.3 Misc. Flashing
Misc. Flashing on Center Portion of House
-Misc. Exposed Steel connectors, Angles
Channels, etc.
Vents, Louvers, Fireplace Vent, etc
Color:
Natural
Cedar Brown
Copper
Semi-transparent
Stain 909
-Pre Weathered Galvatique
( a non-metalic blue/gray)
To Match Roofing
Semi-transparent
Stain 910
081 75
To Match Siding Color
Copper- deductive altemate-
paint-lock, painted fl ashing
to match siding color
Copper- deductive altemate-
paintJock, painted fl ashing
to match siding color
Paint color to match adjacent
siding color
Paint color to match adjacent
siding color
Manufacturer:
Scotts Mill
Hussey Copper
Olympic
UNA-Clad
UC4 standing seam
Hussey Copper
Olympic
Moorewood
Olympic
Hussey Copper
Hussey Copper
oo
Clad Window @ sidng 1,2,&3
Wood Windows (non clad,
@ center poilion ofhouse)
Exterior Stone
Siding Color #4
Beams & Columns
081 75
CO BuffMoss rock in a
Dry Stack
705
MoftefiImn/Galegos
Otympic
Moorewood
Eagle
A.ooendt{ 6
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COTTLE GRAYBEAL YA\Ur
arcbitects
SUBMITTLE FOR:
DESIGN REVIEW BOARD FINAI REVIEW
BILLINGSLEY RESIDENCE
LOT 3, BLOCK 7
VAIL VILLAGE
Submiued bv:
Cottle Crraybeal Yaw Architects
l
Qct.26,1999
51O East Hyman Avsnl€ Suite 2l ASPElt, @ 81611 lA C7O.@5.28F-17 ie( 970.925.3736 snd fo( { d,fr€s.
RO Box 3507 1O7 North Fir SUEI TEII.]URIOE, CO 814(}5 td 970.728.3037 fo( 970.728.3236 cgyarchilacts@
Ext8rfutffiltrs8nd&ftlg suft€ an A\rou co 81620 cr e7o.748.1sr6 fo( e70.7€.1518 ctnprsve.com
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STATE OF €€€HE€
couNwoF DALt4S
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COUNTY OF
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have wWtA-
aw'{s-
(Date)
l/vve understand from fte conclusionsthat he proposed fullding [s locatad in a_ hazard zon6, and here ls he pobndal haard oI &bia
house, causing damage. We are prepared b accept frese hcfs anO
BuiHIng Dpgtmsnt giznt us a permit
(Name, Orner)
l("
My commission expires:
Cltt s.c- J-'1. 4oo*
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STATEOFCOLOFADO )
) ss.
)
The foregoing instrument was acknorledged before me this _ day of
19_-, bV
person whose name is subscribed to the foregoing insfument and acknowledged to me fiat
he executed fre same for he purposes and consEeration thereln expressed.
My commission orpires:
BEISYMTVE
MycotnrFsna{B(PtREs,trrn,mA
clhlEr{
(UP-DATES TO THE)
SUBMITTLE FOR:
DESIGN REVIEW BOARD FINAL REVIEW
BILLINGSLEY RESIDENCE
LOT 3. BLOCK 7
VAIL VILLAGE
Submitted by:
Cottle Graybeal Yaw Architects
December 15, 1999
COTTLE
GRAYBEAL
YA\f " rcbitects
Fost Offics8ex b33 T
373't7 U.S Hwv o
Arron, CO 81620
t€l 97o,748.1516
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Billingsley Residence
SECTION 09901 -Exterior Color Schedule
t2-15-99
Color:
Natural
Cedar Brown
Copper
Semi-transparent
Stain 909
-Pre Weathered Galvatique
( a non-metalic blue/gray)
To Match Roofing
Semi-transparent
Stain 910
081 75
To Match Siding Color
Manufacturer:
Scotts Mill
Hussey Copper
Olympic
I-INA-Clad
UC-4 standing seam
Hussey Copper
Olympic
Moorewood
Olympic
Billingsley Residence
SECTION 09901 -Exterior
t2-t5-99
Clad Window @ siding 1,2,&3
Wood Windows (non clad,
@ center portion ofhouse)
Exterior Stone
Siding Color #4
Beams & Columns
Moss
081 75
CO Buff Moss rock in a
Dry Stack
705
Eagle
Moorewood
Eagle
MotherNaturd Gallegos
Otympic
o
Color Schedule
Material:
Roofing Type # I
Cedar Shingles
Roof Type # I Copper Flashing
Siding Type # I
Vertical Board on Board
Roofing Color # 2
Standing Seam MTL Roof
Roofing Color # 2 PFSM Flashing,
Siding Color # 2
Cedar Shingl€
Siding Color # 3
All Fascias and Soffits
Horizontal T&G
-@ Siding 1,2, &3 Misc. Flashing
Misc. Flashing on Center Portion of House
(below rooftype one)
-Misc. Exposed Steel connectors, Angles
Channels, etc.
Vents, Louvers, Fireplace Vent, etc
-PreWeatheredGalvatique LINA-Clad
(a non-metalic weathered/gray) UC-4 standing seam
Copper
Paint color to match
Galvatique
Paint color to match adjacent
sidine color
Exterior Color Schedule 09901 - I Exterior Color Schedule 09901-2
Color Palette - Billingsley Residence
Roofing
Color # I
Cedar Shingles
Natural
Siding
Color # I
&Trim#1
Vertical Board on
Board
Olympic semi
909
Siding
Color # 3
&Trim#3
Horizontal Board
Moorewood
081 75
Roofing
Color # 2
Standing Seam MTL
Galvatique
Siding
Color #2
&Trim#2
Cedar Shingle
Olympic semi-transparent
910
Window
Color
Clad - Eagle, Moss
Wood - Olympic Stain, 70
COTTLE
CR{YBEAL\.' A \\,r/IAW,lrhrfcrl.
lln+t OtfiCe lhrx rr I I
: ..' r j3i7 Ll.S. l itr r "
, .$oo, (lO $ Iol{r
lel 971)17 l3 l5lo
hY q7; / tr rirs
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Billingsley Residence
Design Development
Outline Specifications
Cottle GraybealYaw
9-'t0-99
page 1 of 12
The following is an outline specification, which accompanies the Design Development Drawing
Set . Contact architect if decrepancies exit between drawings and specs. Provide pricing for all
alternates.
DIVISION 1 - General
The project is located at 1170 Ptarmigan Road, Lot 3, Block 7, Vail Village, Seventh Filing.
The project consists of one custom single family residence, lock off apartment and attached garage
with livable space above. Applicable building code is the 1997 UBC. Occupancy gpe is residential
R-1 and gamge S-3. Construction type is V-N with one-hour occupancy separations between the
garage and dwelling areas.
The existing house is to be removed as part of General Contrac;tors contract. All existing trees not
within the footprint of new construction of house driveways and walkways shall be preserved.
By Contractor: Building permits, demolition work including site clearing, site utilities, parking areas
and drives, landscaping, excavation, foundations, building enclosure, exterior and interior finishes,
mechanical and electrical systems, fixtures and hardware, etc. as shown. Contraclor shall provide
all temporary construction utilities.
By Owner: Soils tests (included after specification), site surveys, tap fees and bldg. permit fees.
Beaudin Ganze Consulting Engineers has been hired for design assistance to the Mechanical /
Electrical design build contractor.
Schedule:
It is anticipated that demolition will begin March 2000 and construction April 2000,
01027 Application for Payment
Applications will be made monthly, itemized against a schedule of values, for certification by Architect
prior to payment.
01020 Submittals - Submit the following:
Samples: Submit full-size samples cured and finished as specified and identlcal to the product
proposed. (lnitial samples may be of any praclical size). Final samples for approval shall be minimum
2'4" x 2'-Q" for all color and material samples and 4'0" x 4'0" for stonework. Mount, display, or
package samples to facilitate review.
Submit Samples for: All interior and exterior finish materials, Wood siding, Wood trim, Floor
& wall iiles, All paints and stains, GWB texture, Millwork, Casework, Door construction & wood
selection, Color concrete, Stone work, Interior and exterior beam work, Metal and clad door
and window colors. Interior & exterior railings all exposed mech./elec. Switches, coves, louvers
and accessories.
Shop Drawings: Submit shop drawings for all waterproofing, all wood structural products, stairs,
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Billingsley Residence
Design Development
Outline Specifications
Cottle GraybealYaw
9-10-99
page 2 of 12
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- railing, windows, doors, hardware, casework, metal fabrication, structural steel, reinforcing and as
required by structural and M.E.P. specifications. Submit one conectable translucent print and one
blueline print for review. The translucent print and one blue-line print of the noted translucent print
will be retumed.
Product Data and cut sheets: Submit product data for all materials to be used in the project. Collect
product data into a single submittal for each element or system. Mark each copy to show applicable
choices and options. Where product data includes information on several products, some of which
are not required, mark copies to indicate the applicable information.
Wananties: submit two copies prior to installing, two executed copies as part of project closeout.
Operating and maintenance manuals: submit two copies at project close out:
01030 Alternates
Provide additive and deductive pricing for materials or systems listed below.
Deductive alternate # 1, Provide gas log unit in premanufactured metal fireplace box such as
Majestic Super hearth.
Deductive alternate # 2, Substitute painted Gyp bd. For interior stone @ North & East wall of
foyer/land ing/stairway.
Deductive altemate # 3, Provide painted wood finish @ WD # 7 at Annie's bedro6m.
Deductive alternate # 2, Altemate @ C0 Buff sandstone with similar, more available stone with,
similar ocher/yellow/earth color
Additive alternate # 1, Provide integral color plaster over GWEI at living rm., kitchen, stair
Additive Altemate #2.
and entry.
Provide EPA clean wood burning rated unit in chimney per local code.
Install per manufactures requirements and all applicable codes.
Additive altemate # 3, 3W foam @ roof instead of 3"
Additive altemate # 4, Substitute stone #1-D @ living room floor
01040 Goordination
Coordinate construction to ensure efficient and orderly installation of each part of the work.
Coordinate operations that depend on each other for proper installation, connection and operation.
01400 Quality Control
All materials and workmanship shall meet or exceed the minimum of accepted industry standards and
the requirements included herein. All work shall conform to the requirements of the current Uniform
Building Code and all other applicable local codes and ordinances.I
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Billingsley Residence
50 % Printing Set
Outline Specifications
01500 Temporary Facilities
Contractor to provide temporary offices,
servrces.
Cottle GraybealYaw
11-1-99
page 3 of 12
toilets, water, trash removal, eleclrical and telephone
01600 Materials and Equipment
General: All materials shall be new and in a condition suitable for their intended use. All materials
and products proposed for substitution in this project must be submitted for review and approval by
the Architect and Owner,
01700 Project Closeout
Provide record drawings of all deviations from the construction documents.
DIVISION2-SiteWork
02200 Earthwork
Excavate as required for drives and foundations, stockpiling soil material acceptable for backfill or
disposing of excavated material as required. Provide temporary shoring or bank stabilization,
adequately anchored to resist earth and hydrostatic pressure. Rework finish grade as required for
paved surfaces and proper site drainage. Backfill and compact all utility trenches.
02600 Underground Utilities
All utilities will be underground adjacent to or in the street, Connect all site utilities to the building
underground- including gps, sewer, water, electrical, phone, TV, etc. of sizes, typps and methods
as required by local utility companies and ordinances.
0271 0 Foundation Drainage
Inslall continuous 4" perimeter foundation drains around building set in gravel, wrapped in filter
fabric and sloped to drain. Day light perimeter drains.
02752 Concrete Paving
Install colored concrete driveway. Provide snowmelt as shown on site plan,
02980 Landscaping
Allow for budget for integrating house into the site including rock retaining walls, planters and stairs
as shown on drawings. Provide $30,000 allowance for plants. Total budget of $45,000.00 for
Landscaping.
DIVISION 3 - Concrete
03310 Concrete
Provide footings, foundationd and slabs and reinforcing as shown on architectural and structural
plans. Slope slabs to drains as indicated on plans. Provide openings in formwork to accommodate
other trades. Provide a trowelled finish to concrete slab at garage, storage and mechanical room.
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I 50 % Printing SetI Outline Specifications
Cottle Graybeal Yaw
11-1-99
page 4 of 12
I , DtvtstoN4-.Masonrv
]
_ 04200 Stone - See finish and stone schedule in drawings for type & location of stone ,)-
t Exterior Stone, Stone # 8: At exterior walls, provide 6" veneer Colorado Buff Moss rock in dry
. stack style. Provide steel channel lintels at window and door openings in the stone areas.I
I Provide snowmelt patio areas as shown on the drawings.
I Fireplace
f Stone # 8
Fireplace Hearth - Colorado Buff sandstone.
I Fireplace sunound: 6" veneer Colorado Buff sandstone in dry stack s$le. Stone wraps to backside
I of FP and continues down to stairs.
I Install stone over gyp crete or concrete floor using Latex-Portland cement mortar to set stone. Seal
I stone and grout with penetrating sealer.
t Stone wall tiles: Install per section 09300.
I
DIVISION 5 - Metalsi-..-_-
I os12o structurar steel" Provide structural steel as required and shown on structural plans.
I o55oo Metat Fabricationsr Provide as required: plates, angles, snow fences and hidden connectors per ASTM 436/A36M,
welded wire mesh per ASTM F 1267, Class 1.
r 05600 Architectural Metalwork
Provide interior and exterior railings per the drawings. Assume railings are steel-
a DIVISION 6 - Wood and Plastic
I 06100 Rough Carpentryr
Exterior bearing walls: 2x6 wood studs at 16" o/c.
I Interior walls: 2x4 and 2xG wood studs as shown on drawings at 16" o/c. Provide all fire and draft
stopping as required by codes and all blocking as needed for other trades. Sound insulate all
I bathroom walls.I
Sheathing for all roofs, and floors shall be APA Grade-Trademarked C-D Exposure Plywood.
t Sheathing for exterior walls only may be exterior grade O.S.B.
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r Billingsley Residence Cottle GraybealYaw
I 50 % Printing Set 11-1-99r Outline Specifications page 5 of 12
I Provide an Air Infiltration Barrier at all exterior walls: Tyvek or equal at wood siding.I
lnstall all fasteners wlthout splitting wood.
t 06185 Glulam Timbers
At concealed members- Provide industrial grade
I 06130 Heaw Timbers
Provide heavy timbers per sizes shown on Architectural and Structural Drawings of the following
I species: Ponderosa Pine, Lodgepole Pine or Douglas Fir with moisture content ol 12o/o or less.f VWPA grade stamp or certification may be required by structural.
Timbers should be lightly distressed with otherwise smooth sanded surfaces with "oiled" finish.
]t 06200 Finish Carpentry Per WRCLA & ! A /PA guidelines.
I Exterior Siding and trim:
I
Type 1 Siding - Vertical Board on Board:
f Cedar No. 1 grade or better, tight knot, resawn surface, 1" x 6"r
Type 2 Siding -Cedar shingle Siding:
1, Cedar No. 1 grades or better, tight knot, resawn surface, shingles Siding with 5" exposure.
I Provide double coursing at 2'-6'vertically.
r Type 3 Siding - 1x8 Horizontal Tbngue & Groove siding:
I Cedar No. 1 grade or better, tight knot, resawn surface, '1" x 8 " with v groove protile.
Exterior Trim:
I Provide eaves, exterior running trim, window trim, etc. of No. 1 grade or better, tight knot,r resawn surface cedar as shown.
I Exterior wood decks:I All exposed, joists, beams and columns @ decks shall be re-sawn cedar.
Provide 2xG decking for the walking surface of Western Red Cedar or Redwood No. 1
I grade or better, tight knot.I At living Rm. deck provide %" Tongue and Groove plywood over the concealed pressure
treated joist. Note to be covered with w.p. Deck membrane.
t Provide galvanized steel connector plates. No joist hangers may be exposed.
!
Exterior Materials lnstallation :
I 1. Back Prime all wood siding and trim prior to installation,
I 2. Fasteners to be high quality hot dipped galvanized of adequate length to penelrale 1 Tz"
into wood studs or blocking. Fasteners to be tapped flush, not set
I lnterior Trim and Woodwork See finish and wood schedule.
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Billingsley Residence
50 7o Printing Set
Outline Specifications
Cottle Graybeal Yaw
11-1-99
page 6 of 12
At Pecan trim and casework: Provide wood trim and casing of # 1 grade, or better select
tight knot with maximum 120lo moisture mntent, suitable for natural finish or stain and of the
stock sizes listed below: (- no voids in knots.
At Pecan trim and casework: Provide wood trim and casing of # 1 grade, no knots, with
maximum 12% moisture content, suitable for natural finish or stain and of the stock sizes
listed below
At Sycamore/birds-eye Maple casework: Provide wood trim and casing of # 1 grade, no
knots, with maximum 12% moisture contenl, suitable for natural finish or stain and of the
stock sizes listed below
1. Provide trim in wood type per schedulesin the following stock sizes:
-Wood base to be provided at all rooms except bathrooms of 1 or 2 piece design
of 314" x 9 /r'with shaped profile.
-Door jamb casing trim to be provided at all rooms ot 414" x2Ti'wrth eased edge.
Wndow jamb To" x2/r" w/ profile shown
-Door and window head trim to be shaped profile as shown in drawings ctt from
1Tz" x3 %'stock.
-Window sill to be made from 2 pieces with sill and apron design. Srll of 314" xZY)'
with eased edge. Apron ot Tt" x 2 112 tnm.
2. At interior wood timber columns, beams and rafters provide stained wood with 'oiled"
finish. Provide light distressing on otherwise smooth sanded finish.3. At living rm., dining rm. & kitchen, wood ceiling, provide stained "oiled'finish.
2. Upper cabinets at kitchen to have translucent glass panel (sandblasted on inside).
3. Stair rail: Provide budget for custom designed metal handrail at main stair from entry
to living, to dining and up to master bedroom.
4. At all closets except Master, provide 3/4" painted particleboard shelf with % round edge,
1 Tz" diameter stained Birch rod with K & V 1 195 metal support bracket (or similar) for
shelf and rod.
DIVISION 7 - Thermal and Moisture Protection
07160 Waterproofing
Provide Bituthane sheet waterproofing at all foundation walls from base of footing to 6" below
graoe.
07190 Vapor Barrier
6 mil polyethylene vapor barrier to be applied to warm side of all wall/floor/ceiling assemblies:
provide at the inside face of studs, under gravel at all interior concrete slabs, under plywood at
crawl space floors and underside of roof joists.
-Lap all joints one stud or joist.
-Tape and seal all rips, tears and punctures in barrier.
-Gut to fit tightly around all penetrations such as electrical boxes, pipes and light fixtures.
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Billingsley Residence
50 % Printing Set
Outline Specifications
Cottle Graybeal Yaw
11-1-99
page'l of 12
07200lnsulation
Exierior stud walls: R-19 fiberglass batt insulation continuous between studs.
Typical Roof: Provide R-38 fiberglass batts at trusses and roof joists.
Provide 3" rigid insulation with min R-15 above plywood roof sheathing with a min W'
plywood top layer. Insulation and plywood may be installed as a panel system.
Concrete Foundation walls: provide 1" rigid insulation from 6' below grade to top of footing.
Sound isolation Batts: Provide sound insulation batl at all bathroom walls, at all bedroom walls. and
at floor assembly.
07311 Cedar Shingles
Provide cedar shingles at roof per drawings. To be installed over waterproof membrane
underlayment per section 07313. Install with hot-dip galvanized roofing nails per manufactures
recommendations.
07313 W.P. Membrane underlayment @ Roof
Provide W.R. Grace Vicor lce and Water Shield Waterproof membrane throughout the cedar shingle
roof.
Provide WR. Grace Vicor Ultra lce and Water Shield Waterproof membrane throughout the metal
roof.
At all roofs, continue w.p. membrane 3' up the sides of all walls which intersect, and continue up all
vertical transitions between the main roof and the dormer roof elements.
074i1 Manufacture roof panels
-Provide PFSM standing seam metal roofing panels at 12" o.c.,24 gage. Provide approx. %' wide
x 1" tall standing seams.
07530 Single Ply Roofing - called W.P. Deck Membrane
At deck off living room: Provide double layer Bituthane membrane over plywood underlaymeni over
2x decking over joists cut to slope Vr' per foot. -Roof to be covered with "flat" wood deck over
counter sloped pressure treated wood sleeper. Provide protection board over membrane / under
sleepers
07600 Flashing and Sheet Metal
At cedar shingle roof: Provide copper flashing & gutters of 22 gage. At PFSM standing seam roof
provide 24 gauge PFSM flashing & gutters. Fabricate sheet metal with flat lock seams to indicated
profiles for gutters, down spouts, and misc. flashing details. Separate flashing from corrosive
substrates, such as cementitious materials, with a bituminous coating paint. Provide for thermal
expansion. Anchor flashing in place with noncorrosive fasteners.
07901 Joints and Sealants
At exterior joints use estomeric type sealants - polyurethane, polysulfide, acrylic polymer or silicone
rubber sealants. All exposed sealants to be stainable.
At interior joints use acrylic-latex caulks and sealants. All exposed sealants and caulks to be
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Billingsley Residence
50 o/o Printing Set
Outline Specifications
Cottle Graybeal Yaw
11-1-99
page 8 of 12
paintable / stainable.
DIVISION 8 - Doors and VUindows
08200 Wood Doors
Exterior/Entry/ Front door:
Pre-hung 1 314" x 8'-O'", 1 panel type stile and rail door made of Pecan/Hickory. Panel to
be horizontal boards approx. 5" high with v groove between boards. Horizontal board may
be applied over a solid core door. Transparent stain finish and sealer at exterior and
interior.
lnterior doors Type 1:
Pre-hung 1 314" x 7'6", 1 panel type stile and rail door made of Pecan/Hickory. (Could be
same as exterior front door or look similar) Panel to be horizontal boards approx. 5" high
with v groove between boards. Stained finish.
Interior doors Type 2:
Pre-hung 1 314" x 6' 8", Solid core fir door,
Master Closet doors provide sandblasted glass doors with wood frame.
Mechanical room and interior garage doors:
Pre-hung 1 314" x 7'6" door made with 20-minute rating and smoke seal to look similar to
other interior doors. Apply trim t9 solid core door so as to look like other interior doors.
Stained finish.
08333 Overhead Doors @ Garage
Upward acting, sectional, electric operation, wood door with applied ruff sawn cedar trim on exterior
face and lights per drawings. Provide quiet operation mechanism, hang on isolation joints. Provide
keypad at exterior.
08610 Wood Windows & Patio Doors
Wndows except as noted below and on schedule to be fixed, casement, awning and patio door
type aluminum clad wood frame windows and patio doors by Weather Shield, Eagle or Pella in
manufactures standard colors and sizes (except as noted) with applied lites per elevations.
At living rm., dining rm. & kitchen windows, provide wood exterior finish, W transparent sealer.
For all windows except as noted: Glazing to be standard 5/8" double pane, low E coating except
as noted. Provide safety glass where required by code. Provide screens. Provide solid stock
jambs and trim suitable for semi -transparent stain on interior. Provide transparent sealer on wood
suitable for semi transparent stain finish. Install using nailing flange. Fill voids between rough
frame and window with fiberglass insulation.
Where break proof glazing is required, provide engineered system consisting of steel frame and
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Billingsley Residence
50 % Printing Set
Outline Specifications
Cottle Graybeal Yaw
11-1-99
page 9 of 12
W or Yq" laminated glass at exterior capable of withstanding forces outlined on attached diagrams.
Provide Tz"or Ti' air space and Tt" low E glazing at interior glass. Provide R value of glazing.
08710 Finish Hardware
Provide alloraance for door and window hardware to be selected later. Door hardware to be custom
handle w/ Baldwin locUlatch mechanisms
Allow for locking mechanism on cabineUcloset system doors in Lu Lu's, George's and Trammel's
closets.
DIVISION 9 - Finishes
09250 Gypsum Drywall
Wall type #1 - Unless noted otherwise walls & ceiling have painted dry wall finish, all drywall at
walls and ceiling assembly to be 5/8" gypsum board (G\AE}). All tape, joint compounds, fasteners,
etc. will be as recommended by the gypsum board mfr. Use standard 90-degree metal corner
beads at exposed outside corners. lnstall a "Light knock down finish" texture.
Provide USG Durock cementitious backer board or approved equal behind all ceramic wall and
floor and tile countertops (other than tile base).
Add alternative #l: @ living rm., dining rm., kitchen, entry & main stair provide integral color
plaster over GWB.
09300 Tile and Stone Tile
ln bath of apartment:
Floor: Provide Capco, American Olean or Dal-Tile standard color 8"x8" matte
glazed tile, approx. 1/4" thickness, with matching tile base around room.
Install with organic adhesive per tile manufactures recommendations.
Provide tile base at walls. Seal grout with penetrating sealer.
Wall Tile: Provide Capco, American Olean or Dal-Tile standard color, 4"x4" matte
glazed tile, with standard 2" bullnose trim and ceramic soap dish. Install
ovet Yz" Durock tile backer and troweled on liguid waterproofing. Use Latex-
Portland cement mortar to set tiles. Seal groul with penetrating sealer.
House bathrooms:
At walls install Stone Tile over Tz" Durock tile backer and troweled on liquid
waterproofing. Use Latex-Portland cement mortar to set tiles. Seal grout
with penetrating sealer.
09680 Garpeting
See where marked in plan as noted here.- At house, provide at marked bedrooms, closets and at secondary stair. Provide $35.00
allowance for high - quality grade pile carpet, pad & installation. Carpet to be stretched and
secured with tack strips, not glued.
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Billingsley Residence
50 % Printing Set
Outline Specifications
Cottle GraybealYaw
11-1-99
page 10 of l-2
- At apartment, provide at living rm., dining, rm. and bedroom. Provide $18.00 a yard allowance
for carpet, pad & installation.
09550 Hardwood Flooring
Provide allowance to install hardwood floors per finish schedule. Provide quarter-sawn material in
random widths and lengths. Floor to have some distressing and saw marks.
09900 Painting / Staining
At Gypsum Board: Provide primer plus two finish coats of Benjamin Moore, Pittsburgh, Shenrvin
Wlliams, Devoe, Glidden or approved equal "eggshell finish" lnterior latex paint. Provide primers
and undercoat paint produced by the same manufacturer as the finish coats.
At lnterior Wood Trim: Match samples provided by interior designer. Provide 2 coats of Cabot,
Sherwin \Mlliams, Olympic, Kwal Howells or approved equal interior stain containing polyurethane
in alf locations. lf stain does not contain polyurethane, apply 2 coats of clear polyurethane finish
over stain. Custom color and finish may be required; owner desires 'oiled" finish.
ExteriorWood Trim and Siding: provide 2 coats of Cabot, Sherwin Williams, Olympic, Kwal Holrrells
or approved equal exterior semi transparent stain on all exterior wood trim and wood siding. All
exterior wood siding and trim shall be fully back-primed.
At exterior and exposed Fenous metals: primer and one coat of Moore's iron clad industrial enamel
(qM-071) or approved equal.
At interior exposed Fenous metals (such as railings): provide patina finish with wax or polyurethane
sealer.
DIVISION 10 - Specialties
10310 Fireplace
Fireplace to an lsokern be gas log unit with brick masonry firebox box. Flue must be secured open
per local code. Glass sliding "pocket" doors in steel frame will be provided at fireplace. Exterior
chimney will be stone per elevations.
Deductive alternative #1 - Provide gas log unit with pre-manufacture metal firebox box
Add afternative #2 - Provide wood buming unit with EPA rated scrubber in chimney.
Motorized Window Shades: Provide motorized window shade at west wall of living room as
shown on ceiling plans.
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Billingsley Residence
50 % Printing Set
Outline Specifications
DIVISION 11 - Equioment
Cottle GraybealYaw
11-1-99
page lL of 12
1 {450 Residential Appliances
At house, provide gas range with electric stove, refrigerator, microwave, and 1 dishwasher.
All to be high residential grade with stainless steel finish. At house laundry, provide full size front
loading, below counter washer and dryer.
At apartment, provide GE stackable washer/dryer. All appliances in apartment will be electric GE
profile series, provide microwave w/ recirculating hood
DIVISION 13 - Special Construclion
13171 OutdoorSpa
Provide a self contained heat electric outdoor acrylic spa approx. 8' in diameter, with top 18" above
grade. Provide complete engineered system including control system, timers for operation, heat
controls, hydrogen peroxide sanitation system, pumps and jets, valving and connections, drains,
and insulated covers. Coordinate installation with subcontractor and other trades.
DIVISION 15 - Mechanical - Mechanical system shall be an Engineered design build system.
Beaudin Ganze Consulting Engineers has been hired by C.G.Y. to provide design assistance to
the mechanical / Electrical subcontractor. Engineer will review design build drawings, calculations
and specifications.
15000 General
Provide high efficiency gas boiler, wilh heat exchanger for domestic hot water and side vent
exhaust. Provide radiant heat system installed in first floor slab and in 1 1/2" Gyp Crete @ the
plywood floor at the second and third levels.
15001 Plumbing Fixture Schedule
At house all fixtures to be high end Kohler or similar, provide cast-iron tubs.
Provide whirlpool tubs at all house bathtubs (not at apartment).
Bath faucets to be Grohe or Kohler quality, @ apartment provide Delta fixtures and faucets.
DlVlSlbN 16 Electrical - See specifications and typical notes on electrical drawings.
16000 General
See electrical drawings. Provide white "Lutron" line switches and outlets.
Provide dimmers at all kitchen, TV rm., dinning and living rm. liEhts
16001 Light Fixture Schedule
Provide an allowance for the following fixtures:
Wall sconces along stair, living, dining & master bedroom and @ all house bathrooms
, Under counter lighting in kitchen and wet bar.
Recessed can lighting at all baths and closets
Low voltage track lighting at living, dining and kitchen mounted to beams and rafters
Surface mounted lights in garages and basement areas
Fan light combination at Bathrooms
: Exterior lighting at garages and entry
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Ellllngsley Residence
50 % Printing Set
ql0ine Specifications
. ;JG0{lf Llght Fixture Schedule, (eont)
Ohandelier @ dining & living Rm.
Pool table light.
Erterior landscape and walkway lighting at entry and srterior southgatio.
Cottle GraybealYaw
11-1-99
page 12 of 12
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Billingsley Residence
SECTION 09901 -Exterior Color Schedule
10-25-99
Material:
RoofingType# I
Option A- Cedar Shingles
Option B- Asphalt Shingle
Roof Type # I Copper f'lashing
Siding Type # 1
Vertical Board on Board
Roofing Color # 2
OptionA- Standing Seam MTL Roof
Option B - Raised Profile Asphalt $hingle
Roofing Color # 2 PFSM Flashing,
Siding Color # 2
Cedar Siding
All Fascias and Soffits
-@ Siding 1,2,&3 Misc. Flashing
Misc. Flashing on Center Portion of House
(below rooftype one)
-Misc. Exposed Steel corulectors, Angles
Channels, etc.
Vents, Louvers, Fireplace Vent, etc
Clad Window @ sidng 1,2,&3
-PreWeatheredGalvatique UNA-Clad
( a non-metalic blue/gray) UC-4 standing sean
Color:
Cedar
Shakewood
Copper
Semi-transparent
Stain 909
Aspen White
To MatchRoofing
Semi-transp'arent
Stain 908
Manufacturer:
Scotts Mill
Elk Prestique
Hussey Copper
Olympic
Elk Prestique
Hussey Copper
Olympic
To Match Siding Color Olympic
-Pre WeatheredGalvatique UNA-Clad
(a non-metalic weathered/gray) UC-4 standing seam
Copper
Paint color to match
Galvatique
Paint color to match adjacent
siding color
Weathered Gray (i.e. Galvatique ) Eagle
Exterior Color Schedule 09901 - I
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Fireplaces and Chimney Slatems
A PROOUGT OF EARTHGORT ITTOUsrnIrs
IS0KERN fireplaces and chimneys are the only all-true, masonry
systems listed t0 U.L. standards and designed for turn key inslallations.
UNEE ffiOWT CAP FLUE LIilEN AT THE TOP
. (Shown) 37'12"Sq. for brick, . Silicone-seal air soace
slone, 0r wood chimney . Coat with m0rtar 0r cover witn. Sold separately rain cap
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a*yyTmNMAUMAHE
OFFSET BLOCKS
. (Not shown)
. Oftset to 6' max.
FIBEENET Uil'TE
. Minimum 1rl,4" required
bottom, sides, and back
. LJse full brick for reducing
0penrngs
. Typical finished depth - 19'
FAEIIIE MATEN'AL
. Customize your way
. Made of non-combustible
materiai
HEABTH EXTETSIOT
. Extend 20' front; 12'either side
of opening
. Raised or flush
FOUTII'ANOil
. Slab
. Footing depth is per local code
ASH I'AMP
. 0ptional
OUTSIDE AN
. As oer local code
BilCT LEDOE
. High strength reinforced to
support bricldstone chimney
. See instailalion manual for
ilashing details
CHIMTIEY
frEIffANCEMETI|
. Pre-existing 2" holes in corners;
use #4' rebar, required for
brick/stone chimneys and
chimneys beyond I' above roof
iine without wood chase
. See installation manual
. Sold separately
SMOXE CHAMBEN
. Pre-engineered
. Seal all joints with IS0KERNo
mortar or approved adhesives
. Seal air tight
I'AMPEN
. Standard cast iron wilh poker-
style control
. Top seal for see-through or
Rumford
. Sold separately
* Eeforc all indallatiors,
c orsult i nstal I ation nen aal
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FNfifrffiIETAfl,S TuuilIl8t#i'ffiilt E, ff|.C.B.O.#5017 #9626- Hi-o
t$()lGru{
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l$Ol(Elhl'lhe Leader
Fireplaca md Ehinney Sarc For 0ver
All ISOKERN' products are made of high grade volcanic stone. This material offers high insulation value and reflective t, ''
qualities, making your fireplace efficient, safe, and built to last a lifetime. All ISOKERN' products have passed strict safe-
fy standard tests and are iisted to U L. 103, U.L. 127,U.L. 17777 and U.L.c. 56l0. and are in compiiance with buildjng reg-
uiatory agencies in the U S. and Canada.
Aitemative products deteriorate after long periods of use and have inferior insulation qualities thus wasting energy and
money. Since 1906, ISOKERN' has achieved superior results by recycling mother nature's own waste, volcanic stone.
Already fired once at extreme temperatures, the volcanic stone ISOKERNo uses is of rhe highest quality unlike other mate-
rials such as clay and metal which break down under heat.
METAI MASOlIRY
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HWf
. BOUNO FtU€
. AtL MASOIIBY
. HIGH INSULATION
. I'{ITBTOCKING JOINIS
. 8RICX LTOGE JUST gEtOW ROOF
LIiIE TO SUPPOFT BBICIV$OIIE
CHlMl,lEYi SAVES MoilEV
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HwI {tGH [6u1^It0rl
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Cf,t(B|llt !U10.UP
IDUITIIGEII:
. COI'IS ISTEIIT ASSEMBLY
. LESS CREOS{M EUILD-UP
. r0'y. zB0 ctfAMtricE
IO C0MBUSnSIES
. HIGH II{SULATDfl R.VALUE
. TUBI{ KEY IiISTALLATION
SAVES MOIIEY
'ITO DETTROMTION WITH
CHIMI{EY FIRE
ffik
06r|lvr nGts:
. INCOI{SISTENT ASSTMSLY
. CBIOSOT€ BUILO-UP
. 0I{€-WEE( INSTAILATI 0l'l
. cLEA UP CoSTS
. CLEAMIICE Pf,OBI.fMS
. OEITRIORAIIOiI WIH
CHIMiIEY FIRT
ffif
. B0u 0 rLUf
. MEIAL
. 110 lllsuLAllol\l
. AtR-C00|.E0
.oNE SMP Jo[fiS
. CAI{'T ERICK CHIMi]EY:
WOOO CHASE O LY;
HIGH IIIIAINTEIIAIICE
. WArtR PnOBUtrlS
. UGlfm[G PR0otgts
. ttl€IA &llltlXEYE ilrVE A
P008 flsur-alloil n-vAtuE
CIIFIXG CREIISOTE
BU .O.UP
0rst0utrncEs:
' cRE0s0lt 8u[.o-uP
. ilo lilSUUTloN: lr/0 R-VALUE
. S''IAP TOGEIHEE. SMP APART
. CHEAP COIISTRUCNON
. oEIEFtoMTl0l{ r,v[H cHtMl{EY f rRf
FWIb
. FAKE FIREBRICX PAI{EL
. SHEFI MEIIT
. A8S0R0S HEAI EflERGY LoSS
. ffusTs At'ro c0RR00Es
' ALWAYS RAISED HEARTH
' wARNr{6 tAStLS 2',T0 W000
. SMALL OPEIIII'IGS
. tS0lBV Cl tlEll
firvErmon flsuu n
R-VrruE c lstrE
caEcolr ruur.uP fi-\
affif
. SOTJARE FLUE MAIN OF
CIAYARtCt0Bt-ocK
. P00R rilsutAltot\r
.8IG MORTAR JOII'ITS
. BRICK CHIMiIEY IS
ERICKELOCK
FROT' FLOON UP
FWK
. TRUE FIREBRICX
. ER|CKS, 8t0CK &
SANO AESORES HEAT
ENERGY IOSS
. FIUSH OR BAIS€D HEAffTH
. MITJIMUM 1? TO WOOO
. lRUf frRIBRrcx
. SOLIO MASO RY MATERIAL
. ffERECTS HEA1
. BI1ILT FOH LONGEVITY
. FLUSH OR EAISED HEARTH
. 100% zERo 0LEAMI{CE
. PRt-tllGll'lEERE0
. cusT0M oP€l{i/Gs
-J|:
Dilflngstey Residence
O - GeorgeIt Prelir
%
S.haeffe_r ConstruiGo n Com pinv
ID Tast Name
una ry uomstl 'uctton Schedule
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un'00 I lut,oo--l-lf,f;j[-%Sep '00 , oct'oo l--- N;'
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5/26/99 r 612Z01)j
9/3 tons I nnsfiifr g*-o6*-|-- J.. oi Feb'Q1 ller '0i
a4 lYtg
1:!z6fplol1fr tr1 *n z+ iun Apr'01 | May ,0r f- .,tun ,01 I
3
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-.^r-
126/99 |
5t26t99 i
415/00
5/26199
4t1 I 4t15 4n9 El11 5n7 I 6110 6n4
1/OO 6t21/99
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u99
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p9,
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6n 99
7t1?,99
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8/16/99r
9
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10t20t99
8/1Slr,
9/13/991i
^PPruYal l0notss
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10t2u99
H
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GSCC narf^--
,.uuqu(J.l uocument set
:""r1 10/8/99
14
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i _ E.,, I rsrr€.\5ary pnce cnedcng
-
i consrruaion onwinlia-EftEZoif,G-€I Receve permit Sei-.----.-.......'----..--.------.--
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123t99
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Receve Buitding permF
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Form &pourFootin<
6/29/00 7t13t00
5n6no 6t2too
6t29tO0 7t't3tol
5J'17t01 5l24tO1
51"24t01 6t22t01
4t17t00 1'll9l00
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Rolled up Task If Ro ed up progrcss
Rolled Up Mitestone Q Critical Tasks
-
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Extemal Tasks
Proiect Summary
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Rolled Up Split
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:
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Task
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Milestone
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BillingsleY Residence George Shaeffer Construction Company
Preliminary Construction Schedule
Task Nam€
Plumbingy'in Ground
Start Finish
un '00 | Jul '00 ! Aug'0o I Srp 19 o"!'oo I N""'oo lffil rr"/01 Apr '01 ilay '01 | Jun '0r I
ID
35
36
6t1l | 6n5 | 7ts 1 7m 1 uE | 889 I s/3 | s/17 i0l1 | 10/1s | 10/2s | 11t12 | 11t26 | tuof trzncl-]Fl tnt-f v4 l:?!1s I Ja1 "o 4t1 4115 429 1A13 1 5n7 | 6t10
I 6/1/00
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Etedti:auin Ground 6/5i00 i 6nloo
37
3S
Slab Pradcravel 6/8/00 6t1A00
Install Heat lines 6/13/00 i 6/15100
39 Pour slab 6/15/00 i 6i/16/00
4 CMU Construciion/Stone Ledge 5121lOO 581/00
11 Framing 6/19/00 10l10loo
42 Plurlbing Rough-in 9/19/00 10t23tOO
43 Elecfical Roughin 10/5'/00 11/9/00
{EXTERIOR FINISHES 6/ 19/00 st25l01 I
II
45 . ORDER WINOOUTS -6/19/00 6/19/O0
46 €RDER INTERIOR DOORS-9t1too 9t1too
47 Stone Veneer 9/8/00 1A4n0
48 Exterior Flagstone 4/19/01 5l't7lo1
49 Install Spa 5/10/01 5nflo'l I:
i t'
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50 Exterior Trim & Windows 9/29/00 1214t@
51 Ererior Paintlng 9t12lOO 3t'l4to1
4 Roofing 10/2si00 12n|g
6/1/0155INTERTOR FINNiHES 8/4'00 . :F
ii: ,lon
:
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E :It?si I
56 ORDER CABINETS/APPLIANCES 8/4/00 8l4no
57 lnsulation 1 1/10/00 11t'l7roo
58 Drywall 1 1/2CU00 1Z28tOO
59 Interior Trim. Doors and Floor & l rall Finishes 12nAorj 3r23l01
60 Cabanets & Countertopq zHO1 3tzo1
61 lnterior Painting 3t12tO1 5t14tO1
62 Electncal TtiE/Finish 4n6/o1 vl0/01
63 Plumbing Trim/F'in ish 4t6to1 4l20l01
6.1 Finish Wood Floors 5t17 tO1 5/29tO1
65 Camet Install t10/01 5t17n'l
66 PunchlisvMove.in Tasks 5t17 tO1 611to1
67 Final Cleenino 5t24lO1 6t1t91
68 COMPLETION 6/1/01 6/1/0r
-
Ro edupFrogr€
Cr icai Tasks
sks ffiISWrm sptit
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6/23/99 raqe 4
A VALAIYCHE-LOADING AITALY$S
BILLINGSLEY RESII}ENCE
vArL, coLoRADO
Prcparcd For
Ms. JilI Sprch
Cottle Graybcal Yew Architccb
I
r. ARTHUR I. MEARS, P.E.,INC.
r Nanral Hazards Consultantsf 555 coorty Road 16a w;1#,l'.',
I arlmcrnernii.com
aI
! hfiy27,l$9
.^,
I Ms. Ji[ spacnF Corttle Graybeal yaw
a P.O. Box6337
t Avon, CO81620
t D€arIvG. Spaeft:t
The attached snow- and debris-avalanche loading analysis on the p'roposed Billingsley
3 residence in Vail has been prepared as we dissrssed. I bave included a discussion of tie
I risk associated yffi rrsing the area-
I Please contact me ifyou have any questions or would like additional cotrsultation from
S rne.
I t5"b'
I ;'Mrwv2^t
I ff*"*'*"1engineer
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1 OBJECTIVES A}.ID LIMITATIONS OFREPORT
As discussed with Jill Spaeh and llans Berglund during my site visit in June, this analysis
and report have the following objectivec:
a" Calculation of snow and debris avalanche dynamics (velocity, inpacr
pressue, flow thickness);
b. calculation of impact and depoaitional loads on the proposed Billingsley
residence; and
c. General discnssiou ofthe hazard at this site.
This report also ha< the following limitstions which must be rmderstood bv all those
relying on the results:
a- The report is site-specific and therefore applies only to architectual deails in
the cottle crraybeal Yaw &awings dated 54'99; sipificaut changes to these
plans may invalidate the results;
b. OnIy mow and debris avalanches have becn considqre4 other hazarde x116i.
sitc, ifany, are beyond the scope ofthis reporq and
c. Change to thc terain or forest cover could increase the probability of
avalanches.
2 TERRAIN A}ID AVAI-AI{CHES
The building site is located at ffe base ofa steep, aspen-covered colluvial slope (Figurc
1) typical of those in Vail. Neither snow or debris avalanches hsve been observed on the
slope directly above the poposed house wen though it is suffciently steep for zuch
proc€sn€s. Futhermorg a house bas been located at the site of the proposed new house
for approximately 30 yean and bas not been impacted by avalanches. A field inspection
conducted during June, 1999 indicated no evidence ofavalanches during recent decades.
study of aerial photographs taken in 1939, 1950, 1962,1974, and 1984 likewise show no
widence of avalanches at this site. The above observations indicate rhat &s renun
p€riodl ofavalanches is on the order ofat least 50, possibty 100 years at the site.
Despite of the lack of snow or debris avalanches in recent decades, such wents are
possible at this site and must be considered in desigu according to Toum of vail
ordirmce. Recent years (e.g., l9S4) have prodrced widesfad of debris
avalanches on slopes similar to the subject site. These deb,ris avalanches have torn out the
aspen forest including the root syst€m and some ofthe soil cover, thereby incorporafing
Iarge anormts of soil, rock, and vegetative debris into tle snow and depositing this debris
' Return period - The average imerval in yea$! of an avalanche at the proposed building site. The retum
perio4 T, is reciprocally rdated to tle corutant ""'n"l probablility, P, ther,efore T = l/P. This probahlity
does not changc after an avalaoche ocqrrs unless the terrain or furest co\rer is s$$adial}v alt€r€d.
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at the base of the steep slope. Narmw downslope scars in the aspen forest in locations
similar to tbat proposed for the lillingsley residence indicate trat debris arralanches have
been common on the slopes above east vail. The widespread danage from debris
avalanches in 1984 prompted the Town of vail to map debris avalanche areas. The .
Billingsley site is within a defined debris-avalanche area and therefore requires
mitigation according to Vail maps and the hazard ordinance.
Snow avalanches are also possible at this site and would become more likely after a
debris avalanche removed some of the forest Snow avalanches would consist of either
dry or wet snow. The dry mow variety would achieve velocities in excess ofthose
associated with debris avalanches and would travel farther futo the runout zone (stopping
in Ptarmigan Road). Howwer the dry snow avalanches would be of much tesser flowin!
dens8 and unuld not prodrce impact pressrres as large as tb wet debris avalanches.
3 DY}IAMICSANDIMPACT
Because the dynamics ofsnow and debris avalanches have not been measured but are
required for desig4 they have been calculated using the best available methodologr.
Specifically, the following procedure was used:
a" A dry-snow avalanche stopping position on ptarneigan Road was assume{
a debris-avalanche stopping position between the proposed residence and
Ptarmigan Road was assumed both are consistent with obssrvations of
major events in Vail rhet have been obsewd
b. Given the stopping position assumed in "4" velocity was computed as
glven inAppendixA;
c. Impact pressure was computed assuming a density, p : 150 kg/m3 for dry
snow avalanches and p:450 kg/m3 for tbe wst debnis avalanches;d Flowthickness was assumed to be 1.0m for snow avalanches and 1.2m
from debris avalanches;
e. Snow dspth on the ground (at the south side of the housc) was assumed to
be 1.0m for tlre dry sno'w avalanche and zero for the debris avalanches.
Given tle above assrmptions, the existing terrain above the building and the dynalrrics
calculations, the following impact velocities were computed:
Dry-snowavalanche: 10.4 m/sec (34.1 ft/s; ?3.3 mtr)
Debris avalanche: 6.9 m/sec (22.6 ftls;15.5 mph).
Both of these were used in rmpac't pressure calculations given in Section 4.
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4 PRESSURES ON BUILDING FROM AVALANCHES
Pressures, calculated as discussed in Section 3, act against 16s flat south or uphi[-facing
walls "Ao" "B," and *C" labeled in Figure 2. \\evertical disEibution ofthese pr*s*;
are as shown in Figure 3. The following additional ftct should be considered uften
incorporating these pressures in{o final stnrctural engineering:
a. Althoueh snow and debris avalanches bave been considered separately they
do not occur simultaneously. The loading diagram is a compoJite of the -
'\rorst case" condition
b' The vertical pressure dishibution is tiangular in shape, decreasing linearly to
zero at the top of the pmesstue wedge.c' Some vegetative debris (primarily aspen fec fiunls) will be carried into the
houseat a velocity of 15 feeVsec.. Point inpsct loads from thes€ tee trunks
(up to 6 inches in diameter) should also be considered
d- The impacr loads given may require multiplication by an impact factor, F[
The value ofFI ranges between 1.0 and 2.0. Determination of the value of
this factor is the responsibility of the silnrctural engineer who must take the
free period of the structtre and the 'rise tine" of impact iqto consideration
(see *e').
e. The rise time of avalanche impact (time from initial inpact to ma:rimum) is
0.5 seconds.
- ' Table I lists the design impact pr€ssure (given as a numerical value times an impact
ftctor, FI), and the total height, measured from grade, to the top ofthe triangular pressure
wedge.
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Wall Surface P-* (at erad€)H (tlt. of pnessure uadse)
A&C 450 FI psf 15.6 feet
B 250 FI psf 13.3 feet
5 I{AZARD TO RESIDENTS A}.ID OTHER USERS OF PROPERTY
The proposed house is located in a defined avalanche area and thus users ofthe property
will be exposed to some hazard ufren using facilities on tbe south side of the buiiding.
As discussed previously, the return period ofavalanches is on the order of50 to l0O yean
(rougbly a lq/o to 2o/o annual probability). Because people are generally inside dwing the
sbrmy conditiom productng the snow avalanches and will therefore be exposed a smqll
p€rcentage of the time, hszard will be very snall. The haadcould be sipificant if the
patio area is in use during spring thaw periods when wet snow and debris avalaaches are
most likely. To limit orposure on the patio are4 users should avoid use of this area
during the spriag tbaw periods that are most likely to produce wst-snour and debris-
avalanches.
l49 6 COMPLI.ANCEWM{VAILI{AZARDORDINANCE
I T,fopo*edBiuingFley residence will mt deflect snowor debris avalanchesonto anypublic or privare property aad is therefore in compliance with tre Toum of Vail hazard
I
ordinance which prohibits any such..adv€rse deflection-
- The poposed house- if desigped to resist the forces as ortlincd in this report will redrce
J thehazardtoareasbelow,oinorthofthehouse.
_. Reportpreparedby,I offi'-il ltb"*
I anhuri. Mears, p.E.It Avalauche-contol engineer
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f' .-.- RGURE l. OvsrviewoftheterraininthevicinityoftheBillingslcyresidence on
i---f ' Ptrarmigan Road The avalanche area a{fecting the proposed residence is outlined Other
i.-*.. avaianche ar€as are not showni-{l-"
ll f' Scale-l:12000(1"=1000')
=ts
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'17"W - 150.00',
r\- T\-- I -l \ \i- '.---.-__-+_.-l \--\_--
l9P_ t; _lgview of Billingsley residence showing walls .R,' .8,. and .?,, epoeedto avalanche irpact.
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AVA],ANCXIE
aa---;-
FIGURE 3. Vertical pressure distributions on wall surfaces 3'4" "8," and o'C." Presure
distribution is linear. Note that numerical values must be multiplied by an impact factoa
Fi.
':
(\
:--\
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"rrrtCrey Residence, Vail, Cofolo
I INPUT DATAt sEGMENT LENGTH(n) ANcLE Mu M/D(m)o 98.0 38.7 0.25 sO1 88.0 33.7 0.2s 50
r 2 7L.O 31.0 O.25 503 29.O 24-4 0.2s 50
I 4 31.0 L2-4 O.zs sO
r vEl-,ocrrtEs' sEG*{ENr o:8Til I[T';i:'I , it:i il,: i2:l LiZ
t 3 12.1 rnls 10-4 m,/s
t 4 LO.2 n/s 4.4 m/s
Avalanche does not stoP.
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Eepworth-Pawtak G€otechnicet I!c.flno Cornty R@d 154
Glcnwood Sprirys, Colorado E1601
Phone ry0-lHfF7gEt
Fu: 9?ll'945-84521
hpgeo@hpgeotech.com
fl]BSnIL Sf,T]DY
AIID GEOLOGIC SIIE ASSESSMENT
PROPOSED RESIDH\TCE
LOf 3, BLOCK 7, FILING 7, VAIL VILI,A,GE
I.170 PTARIidIGAN ROAI)
YAIL, COLORADO
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NO. rE 239
APRrL 3{t, 19!'9
PREPAREDFOR:
LUCY BILLINGSLEY
C/O COTIT,E GRAYBEAL YAW ARCMTECTS
AITN.: JILL SPAEH
P.O. BOX GlilT
AVON, COLORADO t1620
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HEPWORIH . PAWLAK GEOTECENICAL, INC.
April30, 1999
Lury Billingsley
c/o Cottle Graybeal Yaw ArcbitccB
Attn.: Jill Spaeh
P.O. Box 6337
Avon" Colorado 81620 Job No. 199 239
subjecu Report Transmitral, subsoil snrdy and Geologic site Assessment,
Proposed Residence, I-ot 3, Block 7, Filitrg 7,vail, Village, l17O
Rzrnigan Road, Vail, Cotorado
Dear Ms. lillingsley:
As requested, we have condrcted a zubsoil sardy and geologrc sirc assessm€nt for &e
proposed residence at the subject site,
Subsurface conditions enconntered in tbe explorarory borings ddlled in the general
pmposd buildhg area consist of relatively stilf clay and send overlying relarively dense
clayey sand and gravel containing cobbles and boulders. Groundwater was not
encou$ered in the borings at the trme of dri[ing.
Tte proposed reside,nce can be foundcd on spread footings placed on the nanrral
subsoilsror properly conpacted granular structural fiU and designcd for an allowable
bearing pressure of2,000 psf.
The report which follows describes our exploration, stnnuurizes sur findings, and
presents our rcconrmerrlqrions. It is iryortmt rhrr we provid€ consultation during
design, and.field ser:rrices during constnrction to review and monitor the implmentation
of the geotechnical reconmendatiotrt.
If you have any questions rcgardbg this rqnrt, please contact us.
Sincerely,
IIEPWORTH - PAWI-AK GEOTECHMCAL, INC.fr".*.*/]'*M#
/
Thomas J. Westhoff ry
Rcv. By: SLP
TrW/hm
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TABLE OF CONTENTS
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PT]RPOSE AND SCOPE OF STUDY
PROPOSED CONSTRUCTTON . . .
SITE CONDIIIONS AND GEOLOGIC SETTING
GEOLOGICSITEASSESSMENT : . . . .
FIELD EPLORATION
SUBSURFACE CONDITIONS
DESIGN RECOMMENDATIONS
FOUNDAIfONS. ..
FOUNDATION AND RETAINING WALLS
FLOOR SLABS
I]NDERDRAIN SYSTEM
SITE GRADING .....tSURTACEDRAINAGE .'....
LIMIIATIONS
FTGT'RE I - LOCATION OF ryPLORATORY BORTNGS
FTGURE 2. LOGS OF E}PLORATORY BORINGS\
FIGURE 3 - LEGEND AND NOTES
FIGURE 4 - SWELL-CONSOLIDATION TEST RESI]LTS
TABLE I - SUMMARY OF I.ABORA'TORY TESTREST]LTS
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PURPOSE AND SCOPE OF STUDY
This report presents the results ofa subsoil surdy and geologic site assessneff
for aproposed residence to be located on Lot 3, Block /, piling 7, Vail Village, 1170
Ptarndgan Road' vair, colorado. The project site is showr on Fig. r. The purpose of
tbe surdy was to develop recommendations for the foundation desiga and assess
potential geologic hazards which may afrect the site. The study was condrrcted in
accordance with our a''een*nt for geotecbnicar engircering scnrices to Lucy
Bi[ingsley darcd March g, t99 g.
A field eryloration prognm consisting of a geologic field review and
exploratory borings was conducted. to obtain information on surhc€ and subsurfrce
conditions' samples of the zubsoils obtained during th€ field exploration were test€d in
the laboratory to determine their classificatioa coryressibility or swell and other
cbaracteristics. Tte r€surts of the fierd exploration and laboratory tesring
were analyzed to develop recommeno^tiok for foundation types, depths and allowabre
Pressures for tbe proposed buitding foundation. This report srrmmeriz.es the data
obtained during this strdy and prescds oru conchsions, design recomendations and
other geotechnical engineering considerations based on thO prorposed **6ustiqn and
the subsoil conditions encountered..
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PROPOSED CONSTRUqUON
The existing residence on site is proposed to be razed and repraced with a two
story wood frane stnrcnre over a c/alkout bascment and garage. Ground floor will be
stab-on-grade. Grading for the strucorrc is ass'meo to be rclatively minor with cut
deptbs between about 4 !o 12 fu. We assume relatively light foundatiou loadings,
tlTical of the proposed qpe of consetrction
rtuilding loadings, location or grading plans cbange significantry from those
described above, we should be notified to rc+valuate the recommendations contained in
thirr repon-
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SIIE COI{DITIONS AND GEOLOGIC SETTING
The existing residence and proposed new resid€nce site is located on the sou&
side of the Gore Creek Valley about one mile east of the Vail tovm c€nter. Rarmigar
Road borders the property on the north and National Forest Scrvice land borders the
property on tte south. Slopes at the building site are nod€rab and are in the raage of
20 to 25%. These moderate slopes abnrytly tansfion to a very stecp vaUey side within
about 50 feet of the existing residence. A residcnce is locatcd oa the Lot 2 to the west.
Tract F to the east is vacant. vegeanion on the valley side to the south is an aspen
forest wi6 somc conifers. A well d€fined snow avalanche or debris avalanche n?ck
by an absence of aspen trees is located just to the east of the existing
rcsidence. At the time of our geologic field revicw on March Ls, lggg from one to two
feet of snow was pres€Nrt on the grormd.
Regional geologic napping shows tbat formation rock in the area is the
Pennsylvanian-age Mfurum Formation (Tweto and Lovering , !g77)- The Mimurn
Formation congists,of,coarse-grained smdstone, conglomcrarc, end shale with some
carbonare beds. Two cliff outcrop bands are present on the valley sidc up slope of the
existing residence- Elsewhere on tbe valley side the Minturn Formation is covered by
colluvium and glacial drift.
GEOLOGIC STNE ASSESSMENT
,
Regional hazards sndies done in the Vail aria inAicare rhat the exisring
residence and proposed new residence site is in potential snow-avalanche, debris-
avalarche and roclf,all hazards zones (Mears 1979, Mears 1984, ard schmueser ad
Associates, 1984). Bascd on oru fidd review, we concur that thesc potenfial hazards
could affect the site. The potential for snow avalanche app€a$ to be the most fre$cd
condition. Snow arralanches large enough to remove soIne rees in the general area of
the project sirc have been estimated to have statistical rcftrn p€riods of about 30 years
(Mears, 192). Estinares for statistical re$m p€riods of debris avalanche and rockftll
are not available for the Vail area. Both debris avelanche and rockfall have historicallv
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atrected building in tbe vail rea with sirrilar geotogic settings at the project sitc. Both
apBear !o be active geologrc proco'se$, but they nay occur relativery intequently.
snow avalanche, debris avalanche md rockfal pres€nt a potemial ri,sk to the
existing and proposed new residence. A[ threc could result in damage to a
conventionally designed residence and fisk to iB oc$panB which must be acccpted by
the owner' It may be possible to rcdrce th€ risk with enginecred mitigation, however
beca'se of the close proxinity of &e site to tbe steep valley side, mitigation options arelinitfd. The feasibility of snow avaranch€, debris avalanche and rockftu risk
mitigation should be evahrared for the qpecific prqposed project.
trIELD EXPI,ORATION
The field subs'rfrce exproration for the project was conductd on March 30,
1999. Two exploratory borinp were drifled in the existing residence driveway at the
locations shown on Fig. 1 to evaluate the zubs'rface conditions. The borings were
advanced with 4 irch dimetsr continuous flight augers powered by a tnrck-mounfed
LongyFu BK-51IID drill rig. The borings were logged by a reprgentative of
He'pworth-Pawlak Geotechnical, Inc. Access to the upper part of the brdding area with
fu drill rig was not possible.
Samples of the subsoils were taken with l% inch and 2 inch I.D. spoon
samplers. The samplers were driven into the zubsoils at various d€pths with blows
from a 140 pound hammel'fating 30 irches. This test i5 similar to the sandard
paetration test describ€d by ASTM M€thod D-1586. The penetration resistance values
are an indication of the relative dcnsity or consistcngr of the subsoils- D€pths at whid
the samples were taken and thc penetration rcsistance values are shown on tle Logs of
Exploratory Borings, Fig. 2. The samples wef,e returned to our laboratory for review
by the project engineer and testing.
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SUBSII.]RTACE CONDIIIONS
Graphic logs of the subsurftce conditions encountered at the site are shown on
Fig- 2. The subsoils encountcred below about 1% inches ofasphalt consist of about
one foot of driveway fitl and one foot of torpsoil overlying relatively stiff, clay and sand
with occasional gravel to a d€pth of 3 to 6 feet. Below the clay and sand, relatively
dense clayey sand and gravel conaining cobbles and boulders was encoudered to the
maxirnum depth explored, 11 feet. Driiling in the dense gnvel with auger equipmt
was dif6cult due to the cobbles and boutde$ and driling rcfirsal was encouutcred in the
deposit ia Boring 2.
Laboratory tcsting perforncd on samples obAined from.the borinp inctudcd
natual moisture contetrt a111l d€nsity, AfiErb€rg limits, and perc€nt silt and clay
analyses. Results of consolidation testing performed on a relatively undisbrbed drive
saryle of sandy clay, pres€nf€d on Fig. 4, indicate nderate conPressibility und€r
cold.itions of loading and wctting. The laboratory testing is summarized in Table I.
No ftee watet was encountered in thc borinp at thE time of drilling and &e
subsoils were moist. ,
DESIGN RECOMMENIDATIONS
FOUNDATIONS
Considering the subsoil conditions encoutrtered in the. orptoratory borings and
the nature of the proposed constnrction, we reconmend the building be founded with
spread footings b€aring on the nabual granulal soih or propedy coryacted gfanular
smrcnual frll.
The design and constnrction criteria Feseff€d below should be obsened for a
spread footing foundation system.
1) Footings placed on tde undisunbed nanral soils or properly coryacted
granular stuuc$ral fiIl should be designcd for an allowable soil bearing
pressure of 2,0()0 psf. Based on experiencc, ste exltect serlment of
footings dsigned and constnrcted as disctssed i1 this scdion wiu be
about 1 inch or less. The betring capaclty could be somewhat higher at
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the rear of the building where the footingg bear entirely on the relatively
dense grauular subsoils.
1}e footings should have a minimnm width of 16 inches for contimrous
walls and 2 feet for isotated pads.
E*erior footings ad footingq b€neath unhg8ted arcas should be provided
with adeqnate soil cover above tteir bearing elevation for frost
protection. Ptacement of foundations at least 42 inche$ below exterior
grade is typically used in rhis area.
Contimrous forndation walts should be reidorced to,p and bottom to span
local anomalies srrch as by ass.ning an unsupported, length of at least
12 ftet- Formdation waus acting as retaining stnrc[''es should also b€
desigued to resist lateral earth prcssur€s as disc'ssed in the 'Foundation
and Reaining Walls" section of this report.
All existing concrete, fill, topsoil and any loose or disturbed soils should
be removed from footing areas and the footing bearing level extended
doc' to relatively d€nse ffitural soils or rcestablished wifr granular
stnrcfiral fill corycted to lffiyo of standard proctor density at a I
moisture cont€nt near optimum. If waner seepage is encountered, tbe
footing areas should be devatered before struchral fill or concrerc
placement.
A representative of tbe geotcchnical engne"" should obssve au footing
excavafions prior o consrefe plac€meNf to evaluaie bearing conditions.
FOUNDATTON AND RETAINING WALLS
Foundation walls and retaining structues which are laterally supported and "-l
be expected to urdergo only a slight amoutrt of deflection should be deeigned for a
lateral earth prg$ure compued on the basis of an equivalem fluid unit weight of 50 pcf
for backfill consisting ofthe on-site soils exctuding rocts larger than about 6 inches.
cantilevered retaining stuctgres which re separat€ from the residence and can be
eryected to deflect sufficienfly to mobilize the full active earth prqrsure condition
should be designed for a lateral earth pressue computed on thc basis of an eqgivaled
fluid unit weight of 45 pcf for backfill consisting of tbe on-site soils.
2)
4)
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All foundation and reaining structurcs should be designed for approprriaie
hydrostatic and surcbarge presstues zuch as adjacent footings, Eafftc, cquilnrction
and eguipnent- The pressues recommcnded above assume drained conditions
fehind the walls and a horizontal bacHU surfrce. The buildup of warer behind a wall
or an upward sloprng baclfill surface will increase the larerat pressure imqrosed. on a
foundation wall or retaining stnrcture. Aa underdrain should be provided to prc\'€Nrt
hydrostatic prcsure buitfup behiul weils.
Baclfill should be placed in uniform liffs and coryacred to at lcast 90% of &e
naxfirum standard Pro@r density at a moisurre conlenr near optimum. Backfill in
pav€ment and walhray aeas should !g .$q'acted to at lqNt 95% of the maximun
strnrhrd Proctor density. Cae should be takm not to ov€rconpac.t tle baclfill or use
large equipment near walls, sinps rhis could ciuse excessive lateral pressue on the
wall. some settlement of deep forndaion wall bacffill should be expected, even if the
matuial is placed correctly, and could resutt in distress to facilities constnrct€d on the
baclrfill.
The lareral resistance of foudation or retaining wall footings will be a
combination of the sliding resistarc€ of the footing on the foundation q3terials and
passive earth pressure against the side of the fuoting. Resistance to sliding at the
bottoms of the footings can be calculated based on a coefficient of ftiction of 0.40.
Passive pressure of compacted badfl again* the sides of the footings can be calsulated
ulmg an equivalent fluid unit weight of 350 pcf. The coefficienr of friction and passive
pressure values recorrrmended above assume ultinate soil strength. Suiuble fac0ors of
safety should be included in tbe dEsig! to limit thc strain which will occur at rhe
ultinate stretrgth, partiorlarly in the case of passive resistance. Fill placed against the
sides of the footings to resist lateral loads should be a ganular material conpact€d fo at
least 95% of the maximum sandad proctor densay at a moisture content n€ar
opurum.
FLOOR SLABS
The nanrral on-site soils, exclusive of topsoil, are suitable to $ryport lightly
loaded slalr-on-gade constnrction. To redrrce the effects of some differential
movement, floor slabs should ba rcparared from all bearing walls and cohrmns with
expansion joints which allow uuestraind vertical mov€mert. Floor slab connol joints
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should be used to reduce damage due o shrinkage cacking. The requiremems for joir
spacing and slab reinforcernent should be esabfshed by the designer based on
experience and the infended slab use. d minimum 4 inCh layer of freedraining gravel
should be placed beneath basEnent level slabs Eo facilitatc drainage. This oat€rial
should consist of minnq 2 inch aggregafe with at lE2st 50% retained on the No. 4 sieve
and less thann 2% passing the No. 2(X) sieve-
All fill materials for n4port of floor slabs should be cornryacted to at least 95%
of maximum $tandard hoctor d€nsity at a moisture content near optimum. Reqrired
fill can consist ofthe on-site soils devoid ofvegetafion, topsoil 'nd oversized rock.
UNDERDRAIN SYSTEM
Atthough free water was not encount€red dttrry our exploration, it bas been our
experience in mountainous areas that local perchd groundwater may develop during
times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff
can create a perched condition. We recommeld below-grade construstion, such as
retaining walls, crawlspace and basenrcm areas, be protected from weuing ald
hydrostatic pressure buil@ by an underdrain systcm. r
The drains should consist of drainpipe placed in the botlom of the wall bacttrll
surrounded above the invert level with free{raining granular naterial. The drain
should be placed at each ler/el of excavation and at least 1 foot below the lowest
adjacent finish grade and slo@ x1 x minimum l% u a suitable gravity outlet- Free-
draining granular marerial us€d in the underdrain system should cofiain less than 2%
passlng the No. 2fi) sieve, less than 50% passing the No. 4 sicve and have a maximum
size of 2 incies. The drain gravel backfill should be at least 1% feet dc€p.
SITE GRADING
The risk of constnrction-indrced slope instability at the site qlpears low
provided the building is located below the steep slope in the same arsr:N the existing
house end cut and fill depths are limited. IVe assume the cut depths for tbe basement
level will not exceed one level, about 10 to 12 ftet. Fills should be limited b about 8 to
l0 fu deep and essentially trot encroach the uphill side ofthe residence where thc slope
steepens. Embankment fill" rhogd be compacted to at least 95 % of the maximum
standard Proctor dersrty near optimum moishue content. Prior to filI placemenq the
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subgrade shoutd be carefully prepard by rcmoving all vegetation and topsoil and
coqpacting to 95% stqnrlard Proctor rlerreity. The fiIl should be benched ido fre
potions of the hillside excecding n% grde.
Permanent unreained cut end fill slopes should be gradd at 2 horizonral o
1 vertical or flatter and protected against erosion by rcvcgetation or other mesns. {!s
risk of slope insability will be incrcascd if seepage is encotmfered in cue and flatt€r
slop6 may be nccessary. If seepage is encounrercd in pernanent clrts, an investigation
should bc conducted to d€termin€ if the seepage will adversely atrEct the cut stability.
This office should review site grading plans for the project prior to constrnction.
SIJRFACE DRAINAGE
The following drainage precautions should be obserrred during ccinstnrction and
naintaind at all times after the residence has been coryleted:
1) Inundation ofthe foundation excavations and undenlab areas should be
avoided drrrfug constructiotr.
2) Exterior bactfill should be adjusted to near optimun moisure and
coopacted to at least95% pf the maximum standard Proctor density in
pav€ment and slab arcas and to at least 90% of the maximln standard
Proctor density in landscape arcas.
3) The ground surface sunounding the exterior of the building should bc
sloped to drain away from the foundation in all directions. We
recommend a minirmrrn slope of 6 inches in the first 10 feet in unpaved
areas en<l a minimum slope of 3 inch€s in the first 10 fect in paved areas.
Freedraining wall bacttrll should be capped with about 2 feet of the
on-site soils to reduce surface water infiltation.
4) Roof dovmspouts and drains should discharge well beyond the limits of
all backfill.
LIMTTATIONS
This snrdy hes leea condrrcted in accordance with generally accs'pted
georcchnical principles and practices in this area at this timc. \[/s meke 1s
warranty either uryressed or irylied. The conclruions and rcconrmeDdations submitted
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in &is rcport are based upon geologic site reconnaissance and publication rwiew, thc
data obtained from the exploratory borings drilled at thc locations indicated on Fig. l,
the proposed qrpe of constnrction and oru experience in the area. Our findi"gs incffie
interpolation and extrapolation of the zubsurface conditions identified a the exploratory
borings and variations in thc subsurfrce conditions may not beconc svided qnril
excavation is performed. If conditions €ncountered &ring constnrction appear difftrent
from tloce descriH in this report, we should be uotificd so that re-evahration of thc
may be made.
. This repon has beenprepared ftr the exclusive use by our client for design
Fuposes. We are not responsfule fur technical inerpreutions by others of orx
information. As the project evolves, we should provide coutinued consultation and field
$€f,rices during constlrction to review and monitor the implenentation of oru
recommendations, atrd !o verif that the recommendations have been appropriately
interprercd- Sipificant desip..h,nges may reEdre additional analysis or modifications
to the recommeudations pres€nbd her€in. We recomend orsite observation of
excavations and found*ion beadng strata atrd testing of stnrcurral fill by a
, repfeseftative of the geotectnical engineer. .
Sincerely,
HEPWORfiI - PAWLAK GEOTECHMCAL. INC._ry/*4Tbomas J. Westhoff
ffiFd{B
3 15222.:
d"d;,ffi
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RHERUYCES
Mears, 4.I., 1979, C-obrdo SttowAwlandu Area fudies od G.uidclirus for
Avalorclu-Husd Pla uing: Colorado Creological Survey Special Publication 7.
Mears, A.I., 1984, Debris-Flow otd D&is-Awlandu Hea.rd Analysis-Town of Vait:
Prcpared for the Town of Vail, Colorado.
Mears, A.1., l99.z, SrwwAvalszclu Haard Anatysis for Lotd-Use Plaming md
Engbuering: Colorado Geological Suryey Bulletin 49.
i
Schmneser and Associates , 1984, Ro$all Study - Tntn of Vait: Prepared for the Tocm i
of Vail, Colorado.
Tweto, O, ald Lovering, T.5., L977, Geologt of tle Minturn LS-Mirute Quadranglz,
Eagle od Swrunit Cormties, &lorado: U.S. Geological Survey Professional
P4er 965.
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APPROXMA1E SCAI.El'= 3O'
BEN_CFI MARK: CONCRFTE ENTRY AT DOOR
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LOT 3 ,/
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DOS]ING
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RESIDB.ICE
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HEPWOR]H _ PAWLAK
GEOTECHNIC.AL. INC.LOCA1ION OF EXPLORATORY BORINGS
+
BORING 1
ELEV. : S9.1'
Note Explonotion of slinbols is ghosn on Fig 3'
BORING 2
E1-g\7. = 99.0'
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'rc-27.9-200;65t I =-1!iFl,-lO
17 /12
rc-20.8sblojl
16/.2
LOGS OF EXPLORATORY BORINGSHEPWORTH - PAWT.AK
CEorEcsl-tlcAL' lNc'
LE(
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ffi SAND ANO GRAIEL (SC-GC): cloyey, silty. with subongulor to subrounded cobbtes ond bouldgrs.
medium dense to dense. moist brown.
h Rdotiwly undisfurbcd drirre somplc; 2-inch t.D. Cotifornio liner somple.r
II Drive somple; stondord penetrotion test ( SPT ), 1 J/8-inch l.D. split spoon somple, ASTII D - 1586.
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- /.- Drivc sdmple blor coun{ indicotes thot 27 blows of q lrK)-pound hdmmcr folling 3O inchcs weret/t1 repl.)ired to driw the Colifomio or SpT somDler 12 inches.
Proctieol rig refusot, | |
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TES
I exporctory boring wcrc dritled on Morch 30, 1999 rith o 4-hcfr diorneter continuous fllght powcr ouger.
J Locotlons of exploratory borings rere maosur-ed opproximotely by toping frort feotures sftown
! on the sita Dlon provided-
S. Elewtlons of aplorotory borings rere mensured by instrument lewl ond rsfer to lhe Bench Mork
I shoun on Ftg. 1.
I' the crptorotry boring locotions ond elerntions should be considered occurotc only to thc dcarcc implied
by the method used.
I *" ltnes betreen moteriols shown on the etglootory boring logs represent the opproximote boundories
I betwe€n materiol tlpcs ond transitions moy be grcduol.
,,!, No frce woter ros encountered in the borings ct the Ume of dnllitg.
I nuctuction in roter larrcl moy o--, 'r wlflr time.
7. Loborotory Testing Rezultsr
r \rc : W.rter Cont€nt ( Z )I DO = Dry Dersity ( pcf )r -20O = Perccnt possinq No. 200 sieve.
LL =' Uquid L,mit ( Z )I n - Ptosticity Index ( Z )
I
199 239 LEGEND AND NOTESHEPWORTH _ PAWLAK
GEOTECHNICAL. INC.
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HEPWOR*I - PAWI-AKGEOTECHNICAL, INC.SIIIELL-CONSOUDAIION TEST RESULTS
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75 S. Frontage Road
Vail, CO 81857
aeceiptNo. 5X57b
o^t"-ltt5-t-9J-
',_ *_-.-kr- r^ rra ?r1W$ OF VAIL
Account N
001 0000 314
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Nffif{I TE{IEREN
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te8725.63
01 0000 31
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TIfrII{ YO{J F{]R YflJR FflYI€I{TI0000 31
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001 0000 3'
Fee
Review Board Fe€
001 0000 312 4000
001 0000 311 2200
001 0000 315 3000
001 0000 240 3300
001 0000 312 1000
001 0000 230 2000
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'001 omo 310 1100
001 0000 311 2500
001 0000 311 2500
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001 0000 311 2500
001 0000 311 2500
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001 0000 311 2500
001 @00 311 2500
001 0000 311 2500 rvariance
Dev.loper lmproveman! Aor€€mrnt Deposit D2-DEP10
l. Assess.-Restaurant Fee to Co.
Taxable @ 4.4% (State) -Tax payaqe _ .,
Taxable @ 4.0% (Town) - Retail Sales Tax
$200.00
ozoo.oo
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checx* lffl) Received bv, fl1)
12t20t2000
May 22 O1 O6:12p
FeceiDt tunds lo:
o3 Of. 8a5-7613 V.2
THIS AGREEMENT, made and entered into this \tr day ot J u Ue
by and among Lu<-Y Bttt-t Nq-9uev(hereinafter called the "Developer"), and the TOWN
OF VAIL (hereinafter called the "Town" )
-th*€an{d=-
r,|r-, 6 4000w557
D€VELOPER IMPROVEMENT AGREEMENT
WHEREAS, the Developer, as a condition ot approval of the ft+rPo
plans, dated Jur.i=. I
Agreement; and
WHEREAS. the Develooer is obliqat securitv or collateral sufficient in the
judgment of the Town to make r
set forth below: and
for comoletion of certain lmprovements
this Agreement, including constructio
totlowing:
zwl
, *$_,
IFIC.AI€
WHEREAS. the Developer Io provide collateral to guarantee performance of
of the above-referenced improvements by means of the
Oeveloper agrees to establish a cash deposit with the Town of Vail in a dollar amount
ot $ ?b,725, b3 (125% of the total cost of the work shown below) to provide
security for the following:
IMPROVEMENT
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\ aor" DEPosrr F.BMAT
Date ol Expiration:
L+trrO=CAprtvG '/r- oF rHE. NT'r-AcNsB q,v,,-o.fe. B\-'- | - |
Ro:,k5 ]r,\qrl.Nrhr * Iinr Vtr:o1'r- M lElrTNL C a 1rerR.u€r,*o7 I Nc.
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\WAIL\OATA\EVERYONE\FORMS\OIACASI-i DOC
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l,las 22 Ol O6: l2p oo 01 p.3
NOW, THEREFORE, in consideration of the following mutuai covenants and
agreements, the Developer and the Town agree as foilows:
1. The Developer agrees, at the sole cost and expenses, to lurnish all equipment
ng!_paterial necessary to perform and complete all improvements, on or betoreZool . The Developer shall complete, in a good workmanlike manner, all
improve@lnts as listed above. in accordance with all plans and specilications filed in the office
ot the Community Development Department, the Town of Vail, and to do all work ancidental
thereto according to and in compliance with the following:
Such other designs, drawings, maps, specifications, sketches, and other matter
submitted by the Developer to be approved by any of the above-referenceo
governmental entities. All sald work shall be done under the inspection of, and
to the satistactjon of , the Town Engineer, the Town Building Official, or other
official from the Town of Vail, as affected by special districts or service districts,
as their respective interest may ippear, and shall not be deemed complete until
approved and accepted as completed by the Town of Vail Community
Development Depanment and Public Works'Department.
To secure and guarantee performance of its obligations as set forth herein, the
Developer agrees to provide security and collateral as follows:
A cash deposit account in the amount of to be held by the Town,
as escrow agent, shall provide the security for the improvements set forth above
if lhere is a default under the Agreement by Developer.
3. The Developer may at any time substitute the collateral originalty set fonh above
for another form of collateral acceptable to the Town to guarantee th€ faithful completion of
those improvements referred to herein and the performance of the terms of this Agreement.
Such acceptance by the Town of aiternative collateral shall be at the Town's sole discretion.
4. The Town shall not, nor shall any officer or employee thereot, be liable or
responsible for any accident, loss or darnage happening or occurring to the work specified in
this Agreement prior to the completion and acceptance ot the same, nor shall the Town, nor
any officer or employee thereot, be liable for any persons or property injured by reason of the
nature of said work, bul ail of said liabilities sfiall and are hereby assumed by the Developer.
The Developer hereby agrees to indemnify and hold harmless the Town, and any of its
officers, agents and employees against any losses, claims, damages, or iiabilities to which the
r:\EVEFYONAFORMS\Ol ACAS.r. DOC
I of4
Mav 22 Ol O6:12p o1
Town or any of its officers, agents or employees may become subject to. insofar as any such
losses, claims, damages or liabilities (or actions in respect thereof) that arise out of or are
based upon any perforrnance by the Developer hereunder; and the Deveioper shall reimburse
the Town lor any and all legal or other expenses reasonably incurred by the Town in
connection with investigating or defending any such loss, claim, darnage, liability or action.
This indemnity provision shall be in addition to any other liability which the Developer may
nave.
5, lt is mutually agreed that the Developer may apply ro the Town and the Town
shall authorize for partial release of the colla(eral deposited with the Town for each category of
improvement at such time as such improvements are constructed in compliance with all plans
and speciiications as referenced hereunder and accepted by the Town. Under no condition
will the amount of the collateral that is being held be reduced below the amount necessary to
complete such improvements.
6. lf the Town determines. at its sole discretion, that any of the improvements
contemplated hereunder are not constructed in cornptiance with the plans and specifications
set lorth in this Agreement on or before the date set lorth in Paragraph 2, the Town may, but
shall not be required to, redeem the letier of credil as necessary to complete the untinished
improvements. The Bank shall release such funds upon written request from the Town stating
that the improvements have not been completed as required by this agreement. The Bank
shall not require the concurrence of the developer prior to release of the funds to the Town nor
shall the Bank be required to verify independently that such improvements have not been
c0mpleled as required by this agreement, but shail release such funds solely upon the Town=s
written request.
lf the costs ol completing the work exceed the amount of the deposit, the excess,
together with interest at twelve percent per annum, shail be a lien against the property and
may be collected by civil suit or may be certjtied to the treasurer of Eagle County to be
collected in the same manner as delinquent ad valorem taxes levied against such property. lf
the permit holder lails or rsfuses to complete the cleanup and landscaping, ad defined in this
chapter, such failure or relusal shall be considered a violation of the Zoning Code.
7. The Developer wanants all work and material for a period ol one year after
acceptance of all work referred to in this Agreement by the Town if such work is located on
Town of Vail property or within Town of Vail right-of-way pursuant to Section 17.16.250.
8- The panies hereto mulually agree that this Agreement may be amended from
time t0 time, provided that such amendments be in writing and executed by all parties hereto.
oo p.4
FIEVEFYONET;ORMS\JIACASH, 0OC
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llas 22 O1 O6:13p oo Oj p.5
Dated the day and year
Tezas
STATE OF €,oFEf
DAl{as
COUNTY OF *GE€) ss.
)
Witness my hand and otficialseal.
My commission expi
STATE OF COLORADO
COUNTY OF EAGLE
el0per
BETSYNOWE
MY Co Mtsstoit EXP|EES,irgn,ffiz /"0L -Planner, Community Development
- & T,h" fo.regoingDeveloper lmprovement Agreoment yyas acknowledged before me this3' oayot JrNe wlatbv l/t^tr,a,,J ocHs
Witness my hand and official seal.
My commission expires:
F:\EVEFIYONE\FOHMS\DIAcASH. Doc
4 of4
Flav 22 O 1 06: 13p oo oo p.6
IA}IDSCAPE . IRRIGATI(IN . RECLAMATION . DESIGN
January 24, 200i
George Shaeffer Construction Co.
Artn: Bnd Foster
P,O. Box 173
Vail, CO 81658
Dear Brad,
RMEC' Inc' is pleased to 1ffer. the following quote for rhe Billingsley Residence per plans andspecifications bv Scott sones dated 5/lzoo. Ali-it;s are inchaed p"i ,j,"L"JiJr| Jo rr, L2 and L4and our rwiew of the site on |/I9/0I .
As discussed with yori. our trench will be available to install all landscope lighting at no addirional costgiven it carr be completed as tve install our irrigation systen.
Others will provide warer rop outs and power source.
Scott included 80 c y. of topsoil total for the sire. This is enough to topsoil the planting beds and spread4" on the balance ofthe site.
Total LandscapeConstruGion: S37.l5l.OOInigation-Fiowerbeds: $ 5,720.00Inigation-Sod: $ 2.j40.00
Drip to Outlying Trees: $ 650.00
Grand Total Cost:545,861.00
All materials and workmanship witl carry a one-ye8r wuranly from date ofinsraflarion.
We are looking forward to working with you on this project. If you have any questions, plcase call. Thankyou,
Regards,
\ i li
*A{-l,^*Jnawo !lynn
President
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Design Review Board
ACTION FORM
Deparhent of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 97 0.479.21fi tar 97 0.479.2452
web: www.ci.vail.co.us
Prorect Name: Billingsley Residence DRB Number: DRB010LU
Pruject Description:
address monument
Pafticlpants:
OWNER BILLINGSLEY, LUCY C. 05/10/2001 Phone:
2200 ROSS AVE STE,+t100 W
DALI.AS D(
7920r
License:
APPUCANT JillSpaeh 05/10/2001 Phone: 748-1516
PO Box 6337
Avon, CO 81620
License:
Proiect Address: 1170 PTARMIGAN RD VAIL Location:
Legal Description: lot: 3 Block 7 Subdivision: VAIL VILLAGE FIUNG 7
Parcel Number: 210109208004
Comments:
BOARD/STAFF ACTION
Motion Byr Action: STAFFAPR
Second By:Vote: DateofApprcval: 05/10/2001
Conditionsr
Cond: 8
(P|-AN): No changes to these plans may be made without the written consent of Town of
Vail staffand/or the Design Review Board.
Cond:0
(PIAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities'
Planner: Allison Ochs DRB Fee Pald: $2O.0O
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Elul{lll0TE{[Ir APPuCArrorrFoRDEsrGr'rREurErAppRovAL
etrunarnmurnc"r
Yhts aAp$cation b ftr any prqsd rcquHng Dedgn Reyirarr approral. Any project rgqulring desbn rslen mustr€eirc DcElgn B/e$ app'o\ral prbr b *rbniilhg fpr a buldrE permt. For specific irtumadon, see the ArbTfuataryisncnts furfie gartcilhr appolnl $af b nquesGd. The apdfffin cannot be .cceped until at Ure reouiicd
lrtfomsUqt b subdtted. The projcct ruy !tso nred to be rsicrvtd S ttn Tom Coundt andlon the ptann.lni rnO
EovironrE ltal CommEslo0. Dedgn Rnrlow torrU rpprowl qFltr drr Far rtcr lhrt rppoval oi6Er buildlng petut b irsrrrd rtd ccnrtncUcn bdrrtid,
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as, rEtpofing, paidnb, ffrdorv additixrs, landseapingU frnces add
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fues are to be pofr, lt tll tre d flbrrflbl. umr, radror I apptyig br a bulting Pcrrr|t, pbas iderrtfy
cdlrrnc rdl|stin drft omiecl The T(rftr of \rsil will rdiusttlre fte aosrdho b tht orulectuluatbn-ttE acftrstc r/Gffiicn d$c prDFcL The Tom of \rail wifi tdjusttlt€ fte aocDrdhg b tht prulectl,gluatb|L
PtErsE suBilIT THrs AprucA'flolb Atr s€qtlrT[Al REQlrrRErtE$Ts
H.O NrwGmrtructlon -flOOtr Addl6cn - f6O
Coostrudion da nilt h{dlr€.
Imhjdes any ddltEr where square footage b acldcd'to sfly
trpgtrt g' cor.riryqryl ryluqq'|Fr AlbttUm - f20 Inc&Itt minor chanfee to buldlngs ard slte 'mp]0vg11ems, $rch
Eagh &,Assessor3 ffice at 9?0-32&86{0 tur parcel #)
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P.O. Box 373 . Vail, Colorado 81658 o (970) 845-5656 . (970) 845-7013 FAX
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-$*re-
TOWN OF VAIL
3/16/00
ADDRESS:I170 PTARMIGAN RD
PROJECTMANAGER: BRADFOSTER/GEORGESHAFFHERCONSTRUCTION
COMPANY NAME: GROUND CONTROL
APPLIED FOR PARKING PLAN
NEW HOUSE OR REMODEL
CONDITIONS FOR APPROVAL AND PARKING PLAN INSTRUCTIONS:
1) DEMO STAGING PLAN ONLY
2l NO PARKING OR STAGING IN RIGHT OF WAY
3)MUST SUBMIT NEW STAGING PLAN BEFORE APRIL 15,2OOO
4) MUST INSTALL LIMIT OF DISTURBANCE FENCE ACCORDING TO APPROVED
5) NO PARKING, MATERIALS STORAGE, SNOW, EOUIPMENT ALLOWED ON
TRACT F. ( PROPERTY rO THE EAST)6) TRAFFIC CONTROL REQUIRED WHEN UNLOADING OF EQUIPMENT, MATERAILS,
E IU-
OTHER INFOFMATION:
A COPY OF A TRAFFIC CONTROL PLAN FROM THE MUTCD MANUAL HAS BEEN INCLUDED
FOR YOUR USE AS AN EXAMPLE,
CONTACT TOWN OF VAIL CONSTRUCTION INSPECTOR AT 479-2198IF ANY CHANGES TO
STAGING PLAN .
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CRABAPPLE
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RIDGE ELEV.- 8277'0'
F.F. ELEV.= aZeZ'+'Q
Sffi'$'-L$t\'Jf OECK
Lane Closure on Mlnor Str€ol
The trallic control procedur€ shown is appropriate only lor low-volume, low-
speed facilities, such as local residential strsets. With few exceptions, th is
procedure is nol to be used in rural areas. Typical applications of lraffic
controf devic€s on other roadways are shown in figures TA-21,TA-22, and
I A-tJ-
Traffic can regulate itself when volumes are low and the length ol the work
space is short, thus enabling drivers 10 readily see the roadway beyond.
Flashing warning lighls andlor llags may be used to call attention to the
advance warning signs.
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Flgure TA-l8. Lene closure on mlnor atfeet.
TOWN OF 1TAIL
75 S. FRONTAGE ROAD
vArr,, co 8L657
970-479-2L38
Job Address:
Locatsion. . . :
Parcel- No..:
APPLICAlflT
CONTRACTOR
OI{NER
Description:
TEMP SITE ACCESS
DEPARTI4ENT OF COMMTJNITY DEVETOPMENT
NOTE: TTIIS PERMIT MUST BE POSTED ON
P{JBLIC WAY PERMTT
1170 PTARMIGAIiT RD
1170 PTARMIGAIiI RD
2L0L-092- 08-004
GROI'IID CONTROL EXCAVATING, INC
P.O. BOX 3626, AVON, CO 81620
GROUND COIVIROL EXCAVATING, INC
P.O. BOX 3526, AVON, CO 81520
DAVIS R,ALPH E .]R TRUST - DAVIS
MARY S , tlTO PTARMIGAI'I RD, VAII-, CO 81657
JOBSITE AT AIJIJ TIMES
Permit #: PW00-0008
StaEus...: ISSIIED
App1ied..: 03/L6/2000
Issued...: 03/L6/2loo
Expires..: 03/L6/200L
Phone:970-904-6000
Phone: 970-904-6000
Publ,ic t{ay- - - >
InveBt'iEation>
Bond Anouni- - >
TOTAL FEES-- - >
Palments-----__
BALAT{CE DT'E---..00
75 .00
rtem: O55OO PUBLTC woRKs Dept: PIIB WoRK Division:
03 /L5 l2OOO IJSAI.'TDOVA AcEion: APPR APPROVEDi[4fr;'65550-Eit?rftedr-NG----' Dept: ENGTNEER Division:
CONDITTON OF APPROVAJ-,
1-. NO PARKING OR STAGTNG OF MATERTALS oN PTAEI4TqAN RD.- - cdwSrnuclror.r FENCE REQUTRED As PER APPRovED sET Pr,AtiIs
NO I'SB OF TRACT F AILO$IED
DECINRATIONS
I certsif,y tba! I hawe r€ad all chapt€rE of TitsLe 12-S!r of Ehe Vail Municj.pal Coae and all ufillty conpirtty agreamente, sj.gned
by me, and {i11 abtde by the 6ame, and thab all uLilitiied .6 r.quir.d.
PubLi.c workB nill hawe a epcc,/decail book available in April of 1t95.
**** REOI'ESTS FOR INSPE TIONS SHAIJI.' BE MADE TWEN'TY-!'QqR.H9!'R$.-IN ***!T
IN ADVATTEE-81-iEIEDiiOT{E*Ei-47g:7138 ER AT OUR OFFICE FROM 8:OO AM TO 5:OO PM
SIGIBTURE OF q{NBR OR COTiITRACTOR FOR HII,ISELF Alu) OIIITER
o
TOWN OF VAIL CONSTRUCTION PERMIT
o
APPLIC
PDUq. on8
ATION FORM
Doo '' coo1
Pernit #
nr*"'*, B,llit$tlc't Rg/etrf* rob Address:
Buit<ling p{Plumbing ( )Elecbical ( )Mechanical ( )
Lot 3 Block-Z- Filirns ? Subdivision
f A&hess:
Architect:Addtess:?D.&x &,g,it Atenr0 9lhb
/.'
Parcel #
Date:
Legal Descripriou:
Owners Narnc:
INFORIUATTON MUST BE COMPLEII OR 1trE' APPLICATION WILL B4 REJECTEp
Contact the Eagle Qounty Assessors at 970-328-8640 for Parcel #
Phone# IE:fft:nf7
Phorre*-47?:-742:!flb
Description ofJob:
Work Class: New ffi Alteration ( )Additional ( )Rcpair( )Other( )
Number of Dwelting Units: 4 Frrnarq/sconaalS Number of Accommodation Units:
Number and Type of Fireplaces: Gas Appliances_p]Gas Logs ofl3 f f ) Wood&eret -.a-
BUILDING: $ lr AtZr +44
PLUMBING $ -e -
VALUATIONS
ELECTRICAL: $ -o-MECHAMCAL$ - o -'.
CONTRACTOR INFORMATION
+""g' 5 haes. G'fl 'AAddress:
Town of vail Regisradon No . lu -6 phone #-
Electrical Contractor:
Town of Vail Registation No.
Plurnbing Contractor, Nhi{g rr*ft*.
Town of Vail Registration No._
Mechanicaf contractor t ar*ro ileJ: tr r!. Address: ?,O, fr . hOO , Vai ', tl t l'b
Town of VaiI Registratiou No.
FOR OFFICE USE
BUILDING:
SIGNATU
ZONTNG:
SIGNAPemr
473
Nor Slsoh*Addrcss:
Phone #
Address: ?,O,[}rix 1140 , Etyr/c, COg' =
mon # tl70 -7Zt -374
R0'l
Vai t 8t65b
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
October 20, 2000
JillSpaeh
Cottle, Graybeal, and Yaw
Fax:748-1518
RE: electrical box at Billingsley Residence, located aI1170 Ptarmigan Rd. / Lol3, Block 7, Vail
Village 7rh
Dear Jill:
As per our discussion, it is not necessary to relocate the electric box at the Billingsley
Residence. I have discussed this with bolh the Planning and the Building Departments and all
approved of keeping the cunent location of the box. Should you have any questions, please do
not hesitate to contact me at 479-2369.
Sincerelv.,t"-Awk(@-
Allison Ochs
Planner ll
Town of Vail
{S oun "*rnr",
Design Review Action Form
TOWN OFVAIL
ProjectName: Billingsley Residence ProjectNumber: Prj99-0198
Project Description: New Primary/Secondary Residence
Owner, Address, and Phone: Lucy Billingsley
2200 Ross Ave. Suite 4800 W
Dallas, TX
214:754-1717
Architect/Contact, Address, and Phone: Jill Spaeh at Cotfle, Graybeal, Yaw
PO Box 6337
Avon, CO 81620
970-748-1516
Project Street Address: 1170 Ptarmigan
Legal Description: Lot 3, Block 7, Vail Village 7th
Parcel Number: 21010920E004
Comments:
BuildingName:
Motion by:
Seconded by:
Vote: il)
Conditions:
Board/StaffAction
Bill Pierce Action:
Melissa Greenhauer
approved
Town Planner: Allison Ochs
Date: 12116199
ProjectName: BillingsleyResidence
Documentl
DRB Fee Paid: $200
Department of Community Deve lopment
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
December 16,1999
Jill Spaeh
Cottle, Graybeal, Yaw
PO Box 6337
Avon, CO 81620
Fax:748-1518
RE: Billingsiey Residence to be Iocated at 1l'70 Ptarmigan Rd. / Lot 3, Block 7, Vail Village 7s
Dear Jill,
The Design Review Board approved the Billingsley Residence at their Decmeber 75,7999,
meeting. For your information, the building permit review process can take up to three weeks.
Please submit the following information with your building permit application in addition to all
the other required submittals:
l. Please complete the Revokable Right-of-Way Permit and bring $l 1 for recording.
2. Prior to applying for a building permit, please provide a stamped approved drawing from
a Licensed P.E. for the retaining walls behind the home. Peter Monroe has been
contacted by staffand he has not approved any natural boulder retaining wall.
Both the Design Review Board and staff would like to thank you for your extremely complete
design review application. Please do not hesitate to call me at 479-2369 if you have any further
ouestions.
Singerely, ,//rt : n //
ililUtt trry-2
Allison Ochs
Planner II
Town of Vail
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DESIGN REVIEW BOARD AGENDA
Wednesday, IlecemberI 5, 1999
3:00 P.M.
MEETING RESULTS
MEMBERS ABSENT
12:00 pm
2:00 pm
1. Billingsley- 1170 Ptarmigan Road2- Darby Vail ll- 3847 Lupine Drive3. Potato Patch Club-950 Red Sandstone Road
Driver: Allison
pRoJEcr oRtENrArtoN
dffdmd
LtlCfi ao.runity D,evelopment Department
MEMBERS PRESENT
Clark Brittain
Bill Pierce
Hans Woldrich
Melissa Greenauer
Galen Aasland ( PEC)
STTE VISITS
PUBLIC HEARING . TOWN COUNCIL C}IAMBERS 3:00 pm
1. Potato Patch Club - Additional parking along feeder road/parkingilandscaping and Dominic
Extension of road.
950 Red Sandstone Road/Potato Patch Club Condominiums.
Applicant: Potato Patch Club Condominium Assoc., represented byThomas-Gargen
MOTION: Bill Pierce SECOND: Hans Woldrich VOTE:4-0 (Greenauer
abstained)
APPROVED WITH 3 GONDffIONS:
1. Provide a separation between the drive aisle and parking at the entrance no less
than exists today by either relocating mailboxes and adding pavement or adding
compact parking stalls.2. The pavement 6eing added at the south end of the 9 parking space area should flot be
added to protect trees and either provide a compact parking stall or widen the drive aisle
to the west.3. Civil drawings be provided il necessary prior to obtaining a permit to add pavement.
2. Billingsley'reside"nc€ - Final review of a new Primarylsecondary residence. Allison
1170 Ptarmlgan Road / Lot 3, Block 7, Vail Village Filing 7.' Applicant: Lucy Billingsley, represented by Cottle, Graybeal, Yaw Architects
MOTION: Bill Pierce SECOND: Melissa Greenauer VOTE:5-0
APPROVED WITH 1 GONDITION:
1. That the limits of disturbance be delineated on the plans, including snow
fences around the existing trees at the time of construction.
3. Gillette residence - Final review of proposed modifications to approved plans Ann
2782 Kinnickinnick Road,Tract B / Lot 11, Innsbruck Meadows.
Applicant: Brian GilletteMOTION: SECOND: VOTE:
TABLED
4. Darby Vail ll- Conceptual review of a new Primary/Secondary residence. Allison
3847 Lupine Drive / Lot 7, Block 1, Bighorn 1"'.
Applicant: Jim Loftus et.al., represented by The Mulhern Group Ltd.
CONCEPTUAL-NO VOTE
5. Lia Zneimer Subdivision - Request for final site plan review. Brent
1701 Buffer Creek Roacl/A part of Parcel A, Lion's Ridge Subdivision, Filing No'2.
Applicant: Ed Zniemer
MOTION: Bill Pierce SECOND:Melissa Greenauer VOTE:5-0
CONSENT APPROVED WITH 1 GONDITION:
1. The landscaping along the access drive/retaining walls will be planted within
12 months of the construction of the access drive (other landscaping to be
phased in at a later date per the approved landscape plan).
lllingworth - Final review of a new PrimaryTSecondary residence with Type ll EHU.
51 12 Grouse Lane/Lot 8. Vail Meadows 1.'.
Allison
Applicanl: RKD/Tom Weber
MOTION: Melissa Greenauer SECOND: Hans Woldrich VOTE: 5-0
APPFOVED WITH 2 CONDITIONS:
'1. That all Public Works conditions be met.2. Thatthe EHU be approved bythe PEC.
Statf Approvals
Belltower-Window replacement. Ann
201 East Gore Creek Drive, Block 58, Vail Village 1't.
Applicant: Wales Madden Jr.
Bighorn Bistro - New sign. Allison
4695 Vail Racquet Club Drivei
Applicant: Tim Braybill
6.
,..,
254 Bridge StreeVlot L, Block 5C, VailVillage 1$.
Applicant: Blanche Hill
Englishman - Sign/awning Ann
tz13 E. Meadow DriveiLotF, Block 5D, Vail Village 1$.
Applicant: Tom Mccarthy
The applications and information about the proposals are available for public inspection during regular
office hours in the project planner's office, located at the Town of Vail Community Development
Department, 75 South Frontage Road. Please call479-2138 for information
Sign language interpretation available upon request with 24 hour notification. Please call479-
2356,Telephone for the Hearing lmpaired, for information.
Datc:7U/q1
O'n'ncr
Architcct
ZONE CHECK
Phonc
Phonc
Rcmaining
+551 ttL
Vail villuc 1!h
Zonc hoposcd usc
Lot sizc
Al lorvcd Existing . Proposcd
roratGRFA frt1 * t(+zs) =_!-\fr*\ PrimaryCRFA @ +(azlgTs*)=2n5t
Sccondary cRFA ltib + (.12j) (675*) =E_tfl_U.'.1 ll
1tt8- l1ll'
* 5'15 = 425 crcdit plus 250 addition
Sitc Covcralc
Hcigbt
Sctbacks
Minimum 4zqz:t
3',/6
m
Pro'ious conditions ofapproval (chcck propcrty filc);
Docs this rcqucst involvc a 250 Addition? yfi 6pf,ico\c
Horv much of ',lrc allorvcd 250 Addition is uscd with tXis rcquc*? hol M(CaD<
-
htlQ *4tu\ =
Go)€D
Front
Sidcs
Rcar
Landscaping
RclainingWall Hcig!rs
Drivctvay
Complics with TOV Liglting Ord.inancc
Arc finishcd gradcs lcss than 2:l (50V)
Enr.ironm cntaL&Iazards
.7-,fX "\
4o
t4 . i-l\J \ T J
1/^
20,
.l{t
t5'
Parking Rcouircd 5 5 t-I Enclosco
Garagc Crcdit (600) (e00) (1200)
Pcrmittedslopc % proposcd Slopc %
ves--4 No
Ycs- r4- Nq
2) Floodplain
3) Wctlands_-I
4) Watcr Course Saback
5) Gcologic Hazard
a) Snorv Avalanchc
b) Rocldalt Plrdtuytl
c) Dcbris Florv
/1 t1'l/ | J
tfu
Is thc propcrty non-conforming? Dcsoibc:
DESIGN REVIEIV CHECKLIST
Projccn Bi\\iryeLce{
tr SURVEY
S calc
Benchmark
Lcgal dcscription
LOt srzc
Buildablc Area
Eascmcn6
Topography
l00yr. floodplain
Watcr Coursc Sctback
Environmcnal Hazards
Trees
Utility locations
Spot cicvations
EI FLOOR PLANS
Scalc
] __ GFSA
250 additional CRFA
Crawl\Attic Spacc
EHU
O BUILDINC ELEVATIONS
Scalc
_.. ColorMaterials
Roofpitch
Q LANDSCAPEPLA]..{
Existing trccs
-
.Proposed fees
Lcgcnd
MISCELI.A,NEOUS
Condo Appror.al
TitJc rcport (A & B)
Udlity.verifi cati on form
Pbotos ofsitc
Buil ding matcrial samplcs
C.O. Vcrification
SuntShadc Anglcs
Urilities (urdcrground)
Vierv Corridors
Varianccs
Plat rcsrictions
E SITE PLA]..I
Scalc
BuildingHeight
Encroachmcnts
Sctback
Sitc Covcrage
EavcVO vcrhangs (4)
Deck/Balconics
Gangc conncction
Site GradcLSlope
Rctaining lValls
Fcnccs
TumingRadius
-___ Drivcrvay (access urd gradc)
Snow Storagc
Firc Acccss
o
5.
6.
1
COTTLE CRAYBEAL YA\T
architects
Allison Ochs
Town of Vail
Deparbnent of Community Development
75 south Frontage road
Vail, CO 81657
December 1, 1999
RE: Billingsley Residence to be located at 1 170 Ptarmigan Rd./ Lot 3, Block 7 , v al
Village 7h filing
Issues addressed for final Design Review Board approval:
I . Site Plan at 1":10' which is the same as the stamped survey
2. Parking has been revised, I enclosed space for employee parking, 2nd space in front of
garage for them. Tbree spaces in the driveway for the house residence.
3. Please see detail and stamped drawing from Monroe & Newell Strucfiral Engineers.
We also met with Greg Hall to discuss the benches. He e4plainsd how to measure this
and that it was only for aesthetic purposes and that our design looked as ifit would.be
fine.
4. Please see A3.1 for the 4' concrete pan where the driveway meets the road.
Aspen tree has been moved to an appropriate distance from the road to allow for site
distance from driveway.
Please see 3.1 for areas for snow storase and the calculations.
All roofeaves and ridges rue now on the site plan; the house had previously been
improperly placed on the site plan. Now that it is revised all ridge and eave heights
should been within the allowed 33' limit.
qh^^bl h W Jrhu,-,*- r". u -"/j/
U
Date Receivr
0E0 0 2 1999
i,
irl
510 East Hyrnsn Aveftre Suite 21 ASPEN, CO 81611 tel 970.925.2867 tax 970.925.3736
PO. Box 3507 107 Nonh Fir Saeet TELLURIDe CO 81.135 td 970.728.3037 fax 970.728.3236
PO. Box &337 37347 U.S. Hwy.6 Suite 200 AVON, CO 81620 te|970.748.1516 fa)( 970.748.1518
enBl lw al of.IcF-s':
cgyarchit6cts@
compusqve,com
P4so
TOWN OF VAIL
Department of Communiry Development
75 South Frontage Road
Vail, Colora.do 81657
970,479-2138
FAX 970479-2452
December 4, 1999
Jill Spaeh
Cottle, Graybeal, Yaw
PO Box 6337
Avon, CO 81620
Fax:748-1518
RE: Bitlingsley Residence to be located at 1170 ftarmigan Rd. / Lot 3, Block 7, Vail Village 7e
Dear Jill,
The Community Development Department has reviewed the plans submirted for the Billingsley
Residence to be located at 1170 ftarmigan Rd. / Lot 3, Block 7, Vail Village 7'o. The following
comments and revisions must be addressed prior to final Design Revierv Board approval:
l.Please show all roof eave and ridge elevations on the site plan so staff can determine
building hcight. On these elevations, please use fl'actions of feet, rather than convcrting
to inches. Please make the scale of the heights the same as the scale of the elevations of
the sirc pian (i.e. DO NOT USE THE 5258 DATUM ELEVATION WHICH MAKES
COWERSION NECESSARY.) Also, please include the elevation of the chimney. The
centet/rear roofricige has been identified as bcing over 33 ft in height. Building height is
measured to existing or finished grade, whichever is more restrictive. It is heipful to
label each ridge with the maximum height in elevation.
Pleasc complete the enclosed Revokable Right-of-Way Permit and bring $11 for
recording. This can be done when you apply for a buiiding permit.
Prior to applying for a building permit, please provide a stamped approved drawing from
a Licensed P.E. for the retaining walls behind thc home. Peter Monroe has been
contacted by staffand he has not approved any natural boulder retaining wall.
The Billingsley Residence has been analyzed based on Primary./Secondary Zoning. The analysis
provides the following:
2.
J.
{j u"ro"rrn o
^i
Zoning: Primary/Sqqondary Residential
Lot Size: 16.387 sq. ft. ;
Ilazards: Medium Severity Rockfall
High Severity Debris Avalanche
Possible Avalanche Influence Zone fvellow)
Standard Allowed Proposed
GRFA 4739 sq. ft. 4557 sq. ft.
Primary >2758 sq. ft. 4017 sq. ft.
Caretaker <1981 sq. ft. 540 sq. ft.
Site Coverage 3276 sq. fr.. 3061 sq. ft.
Parking 5 spaces required 5 spaces (one enclosed)
The Billingsley Residence is scheduied for a final review by the Design Review Board on
December 15,1999. The above comments and revisions must be addressed prior to final Design
Review Board approval. Please submit all revisions by Thursday, December 9, 1999. If you
have any questions, please do not hesitate to contact me at 479-2369.
Sincerclv.
/il,{t'f,/-
Allison Ochs
Planner II
Town of Vail
ilLETOWN OFVAIL
Department of Community Develapment
75 South Fronmge Road
Vail Colorado 81657
970-479-2138
FAX 970479-24s2
July 19,1999
JilI Spaeh
Cottle, Graybeal, Yaw
PO Box 6337
Avon, CO 81620
RE' Billingsley Residence to be located at ll70 ftarmigan Rd. / Lot 3, Block 7, Vail Village 7ih
Dear JiIl,
The Community Development Department has reviewed the plans submitted for the Billingsley
Residence to be located at 1170 ftarmigan Rd. / Lot 3, Block 7, Vail Village 7'. The following
comments and revisions must be addressed prior to final Design Review Board approval:
l. Please provide a starryed survey.
2. Please provide a site plan at a scale of l"=10' or 1"= 20' and at the same scale as the
starped survey.
The driveway must be a least 12 ft. wide.
The entrance to the driveway needs to be a mininnrm of 16 ft., flared end to flaxed end.
Please adjust and revise.
Parking spaces are 9'x 19' outside 9'x 18' enclosed. Please adjust and revise site plan
Please show on site plan all top and bottom elevations of proposed boulder and retaining
wails. If walls are over 4', a starryed approved drawing of wall will be required from a
licensed PE.
Please show the limits of disturbance on the site plan, This will be delineated in the field
with an erosion control fence.
J.
4.
5.
6.
{Sruno*ruuo
8.
9.
Parking for the caretaker unit muSt Ue,iliepenaeotly accessible.
,'...
Please provide calculations for proposed snow storage areas. All required parking and
access areas shall be designed to accommodate on-site snow storage. A minirrn'm
functional area equaling 30% ofthe paved area shall be provided contiguous to the paved
area and desigued to accommodate snow storage. Turf areas and otler areas without
trees may be utilized for this purpose. ffthe driveway is heate{ then the minimum snow
storage arcarmsy be reduced to L0% of the required parking and access areas.
Cars mrst be able to enter and back out of the garage based on 20 ft. centerline radius.
Please show on the site plan
Avalanche and Hazard study mrst be provided. I have included the Geologic Ilazard
Acknowledgement Fonn, along with a copy of the Hazard Regulations.
Any disturbed grading nust retum to a2:l grtde. Please adjust and revise.
Please show all roof eave and ridge elevations on the site plan so staff can determine
building height. Maximumheight for a sloping roofis 33 ft.
14. Please provide an exterior lighting plan. One light per 1000 sq. ft. of tot area is allowed.
Also, provide lumens calculations and a cut sheet of proposed fixtures.
The Billingsley Residence has been analyzed based on PrimaryiSecondary Zoning. The analysis
provides the following:
Zonrng: PrimaryiSecondary Residential
Lot Size: 16,387 sq. ft.
Hazards: Medium Severity Rockfall
Iligh Severity Debris Avalanche
Possible Avalanche Influence Zone (yellow)
Sta:rdard Allowed prooosed
10.
11.
12.
13.
GRT'A
Primar/
Caretaker
Site Coverage
Parking
Landscaping
4739 sq. ft.
>2758 sq. ft.
<1981 sq. ft.
4722 sor. ff..
4202 sq. fr..
520 sq. ft.
to be determined fromnew site plan
5 spaces required please revise
to be determined fromnew site plan
to
Site Coverage: Please note that site coverage is limited to 20% of the lot area. If the slopes
b-enmtlt thefootprint of the building and required parking are 3094 or greater, site coveiage is
limited to I5%.
The Billingsley Residence is scheduled for a conceptual review by the Design Review Board on
Iuly 2(, 1999. Their comments and revisions must also be addressed prior to final Design
Review Board approval. Please submit all of the above revisions 4 minimrrm 6f l0 working days
prior to_tle final Design Review Board agenda you wish to be on. If you have any questions, -
please do not hesitate to contact rre at 479-2359.
Sincerely,
/tJ;"^ /flfflru-T-Yy'?.{-
Allison Ochs
Planner I
Town of Vail
''iF
,7
COTTLE CRAYBEAL YA\/ ,
afcbitects
Allison Ochs
Town of Vail
Departrnent of Community Development
75 south Frontage road
Vail, CO 81657
,,'
December 1' 1999
. RE: Billingsley Residence to be located at 1170 Ptarmigan Rd./ Lot 3, Block 7,Yail
Village 7h filing
Issues addressed for final Design Review Board approval:
l. Site Plan at l"=10' which is t}le same as the stamped survey
2. Parking has been revised, I enclosed space for employee parking, 2nd space in front of
garage for them. Three spaces in the driveway for the house residence.
3. Please see detail and stanped drawing from Monroe 4 Newell Structural Engineers.
We also met with Greg Hall to discuss the benches. He explained how to measurdthis
and that it was only for aesthetic purposes and that oru design looked as if it would.be
fine.
4. Please see 43.1 for the 4' concrete pan where the driveway meets the road.
5' Aspen tree has been moved to an appropriate distance from the road to allow for site
distance from driveway.
6. Please see 3. I for areas for snow storage and the calculations.
- 7. All roof eaves and ridges are now on the site plan; the house had previously been
improperly placed on the site plan. Now that it is revised all ridge and eave heights
should been within the allowed 33' limit.
o
510 East Hyrnan Avenue Suite 21 ASPEN, C,O 816'11 tel 970.925.2667 bx 970-925.3736 emdfuddc#:
PO. Box 3507 107 North Fh Street TELLURID€, CO 81,t35 iel 970.728.3037 fa< 970.7283236 cgyarchitects@
PO, Box 6337 37347 U.S. Hvvy. 6 Suite 200 AVON, CO 81620 te|970.748.1516 fax 970.748.1518 c.omLlseve.com
Community Development Plan Routing Form
Approved _x_Denied (cite detailed reasons) Approved with conditions
Routed To:Greg Hall or Leonard Sandoval, Public Works
Return To:"Mini Me"
Date Routed:7/12/99
Return By:
Project Name:
Project Address:
Project Legal:
Project Description:Billingsley Residence - A new single-family residence
I170 Ptarmigan Road I Lot3, Block 7, Vail Village Filing 7
Applicant: Lucy Billingsley represented by Cottle, Graybeal, Yaw
Architects
Planner:
Proiect#: PRJ99-0198
COMMENTS
Need Stamped Survey.
Please provide site plan with scale of l":10' or I"= 20'
Drivewav must be a least 12' wide
Entrance to driveway needs to be a min of l6', flared end to flared end.
Parking spaces are 9'x I 9' outside 9'x I 8' inside. Please adjust and revise site plan
Please show on site plan all top and bottom elevations ofproposed boulder and retaining walls. Ifwalls are over
4', a stamped approved drawing of wall will be required from license PE.
Please show limited site disturbance fence and erosion control fence on site plan
Parking for EHU or apartment must be independently accessible.
Please show snow storage on site plan. 30% ofunheated driveway, within lot boundaries
Must be able to enter and back out ofgarage based on 20-ft centerline radius. Show on site plan
Avalanche andHazard studv must be orovided.
Any disturbed grading must retum to a 2: I grade.
Date received:
Reviewed by: Leonard Sandoval Date reviewed: &-15-99
F .\EVERYONE\DRIP\ROUTINC\S8ROU T N-C.PUBLICWO.I MAS ILR.FRtet
Development Plan R Form
o
outing
o
ommunity
Routed To:Greg Hall or Leonard Sandoval, Public Works
Retum To:Allison
Date Routed:r1l2l99
Return Bv:ASAP (they are on for the 17ft Desigr Review Board agenda)
Project Name:
Project Address:
Project Legal:
Project Description:
Billingsley Residence - NEW PLAN
I170 Ptarmigan Road
Int 3, Block 7,Yail Village Filing 7
A new single-family residence
Applicanl Lucy Billingsley represented by Cottle, Graybeal, Yaw
Project#: PRJ99-0198
Approved Denied (cite detailed reasons)
-x-Approved
with conditions
Need stamped approved drawing from License PE. For boulder retaining walls over 4'. Stamped drawing that
I received from Monroe & Newell Stucture Assoc. is for the Landscape retaining walls behind the home. I spoke
wittt Mr. Peter Monrog he hasn't approved any natural boulder retaining wall.
Revocable Right of WayPermit for Landscaping.
Reviewed by: Leonard Sandoval Date reviewed: 12-6-99
'/
oo
Community Development Plan Routing F'orm
Routed To:Greg Hall or Leonard Sandoval, Public Works
Return To:Allison
Date Routed:1r/2/99
Retum By:ASAP (they are on for the l7s Design Review Board agenda)
Project Name:
Project Address:
Project Legal:
Project Description:
Billingsley Residence - NEW PLAN
I170 Ptarmigan Road
Lot 3, Block 7, Vail Village Filing 7
A new single-family residence
Applicant: Lucy Billingsley represented by Cottle, Graybeal, Yaw
Proiec#: PRJ99-0198
Approved _x_Denied (cite detailed reasons) Approved with conditions
required parking must be within lot boundaries. Adjust and revise.
Please provide site plan with scale of 1":10' or l"= 20'
Need stamped drawing from license PE. For all boulder walls on site plan that are 4' to 6' in height. Any
combination boulder walls must have a minimurn of 4ft bench or half of the total height ofboth walls. Adjust and
revise site plan
All snow storage must be within lot boundaries
' concrete pan required unless curb cut from existing curb and gutter will work.
lease move center aspen tree on west end of lot , at least 10ft away from curb and grtter, this will allow for
better sight distance when backing out of driveway. Adjust and revise.
Reviewed bv: Leonard Sandoval Date reviewed: I l-10-99
)Fttt
80Py
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
November 9,1999
Jill Spaeh
Cottle, Graybeal, Yaw
PO Box 6337
Avon, CO 81620
RE: Billingsley Residence to be located at I 170 Ptarmigan Rd. / Lot 3, Block T,YailVillage 7m
Dear Jill,
The Community Development Departrnent has reviewed the plans submitted for the Billingsley
Residence to be locatcd at 1 170 Ptarmigan Rd. / Lot 3, Block 7,YailVillage 7'n. The following
comments and revisions must be addressed prior to final Design Review Board approval:
1. Please provide a site plan at a scale of 1"=10' or 1"= 20' and at the saue scale asthe
stamped survey.
2. All required parking must be within lot boundaries. Parking spaces are 9'x 79' outside
9'x 18'enclosed.
For all retaining walls over 4 ft.., a stamped approved drawing of wall will be required
from a licensed PE. No wall is to exceed 6 ft in height. Any combination boulder wall
must have a minimum of a 4 ft. bench or half of the total heieht of the combination
retaining wall. Please adjust and revise.
Please show a 4 ft. concrete pan where the d.rivcwav meets the road.
Please rclocate the center aspen tree on the west end of the lot. This tree must be at least
10 ft. away from the road edge to allow for site distance out of the driveway.
Please provide calculations for proposed snow storage areas. Ail required parking and
access areas shail be designed to accommodate on-site (i.e. within lot boundaries) snow
storage. A minimum functional area equaling 30% of the paved area shall be provided
J.
4.
5.
6.
tg"nouorn o
"r cdhtiguous to the paved area and designed to accommodate snow storage. Turf areas and
other areas without trees may be utilized for this purpose.
7. Please show all roof eave and ridge elevations on the site plan so staff can determine
building height. Please make the scale of the heights the same as the scale of the
eievations of the site plan. Maximum height for a sloping roof is 33 ft. Two locations
have been identified as being over 33 ft in height. Building height is measured to
existing or finished grade, whichever is more restrictive.
The Billingsley Residence has been analyzed,based on Primary/Secondary Zoning. The analysis
provides the following:
Zoning: Primary/Secondary Residential
Lot Size: 16,387 sq. ft.
Ilazards: Medium Severity Rockfall
High Severity Debris Avalanche
Possible Avalanche Influence Zone (yellow)
Standard Allowed Proposed
GRFA 4739 sq. ft. 4557 sq. ft.
Prinary >2758 sq. ft. 4017 sq. ft.
Caretaker <1981 sq. ft. 540 sq. ft.
Site Coverage 3276 sq. ft. 3061 sq. ft.
Parking 5 spaces required please revise
The Billingslcy Residence is scheduled for a final review by the Design Review Board on
November 17, 1999. The above comments and revisions must be addressed prior to final Design
Review Board approval. Please zubmit all revisions by Friday, November 12, 1999. If you have
any questions, please do not hesitate to cofiact nE at 4'79-2369.
Sincprely, ,Z^t//t/'r1,,lA
F1 / ,4,/,1/"t ,4 r-12-<L,' ,t-v "" a. : |' \_.<_--.Alhson Ochs
Planner I
Town of Vail
CONSTRUCTION PERMIT
dopartm€nt of community development
PLUMBING
FOUNDATION ONLYI I MECHANICAL
nnT
TYPE OF PERMIT
TEGAL
DESC.
LOT ? BLK ,7,,r-t@
NAME: Lb.ot-
OWNER
MAIL ADDRESS
CITY PH.
ARCHITECT
/o5-B
rns@i&;&-
MArL-ADDRESS 6w A394
",r,,llarj,,b PH.ttt;k
CONTRACTOR
''*' L/,n [n400. * ( )tr4.C.n
";,rooo;;.-dtt F-
",rr?Ar,rr*{o OrDo"
.ff-'^i?3h
FIRM
MAIL ADDRESS
PLUMBING
CONTRACTOR
FIRM
MAIL ADDRESS
MECHANICI
CONTRACTO
FIRM
MAIL ADORESS
OTHER
CONTRACT
FIRM
MAIL ADDRESS
CITY PH.
--.
4-tJ--20
DATE J_!_L/, PROJECT NO.rU-Jog
N9 20r
l.rYPEoFcoNSTRUcloN t tr rtr tv@
2. occuPANcY GRouP ea e H r@m
DlvlsloN r z za&
GENERAL DESCRIPTION OF WORK :
PERMIT NO.
zI
F
J
BUILDING 7a 7A
ELECTRICAL 30Y
PLUMEING
MECHANICAL
TYPE GROUP SO. FT. VALUATION PERMIT FEES
V R-z /76 7a4n BUILDING PERM IT 52, 80
PLAN CHECK Ja, ++)
ELECTRICAL / &ab
PLUMBING =+
NEW O ALTERATION ADDITIONAL (I) REPAIR (MECHANICAT +
DWELLING UNITS .- ACCOMMODATION UrtrS---
e.n.r.e. / b0Q,/5--eeoaoous
coMMERcrALSysr - REsTnunnnr selrnrc _1
HEIGHT IN FT.
-BATHTUB/SHOWER
No FTREPLAcES / Ho. roters
COVERED PARXING
-
UNCOVERED PARKTNG
4
RECREATION FEE J4,on
DESIGN REVIEW BOARD ,/D,2h
CLEAN-UP DEFOSIT ./oa. o o
TOTAL PERMIT FEES a 3/. eb
z-fz_
INSULATION ./
FLOOR
EXT, WALLS
ROOF
TYPE THICKNESS R.VALUE
NINU AUMINIS IT(A I9X UAIts
tc ?r<NING NOTES:
FA 6 /6
trc 7 e.r
ueet if ,1122_
ELEC: I cnS, I
SOLAR: IWOOD'
VAIL WATER & SAN. DIST. TAP FEE :
SPECIAL NOTES:
luttn r |Jtl
box 100
vail. colorado 81657
(303) 476-56r3
April 4, 1979
caj
department of community development
Americo Ltd.
Box 2394
Vail, CO 81657
Dear Sir:
The Building Permit for the Davis Addition on Lot 3
Block 7 of Vail ViJ-Lage ?th fi1ing which was applied
for last fall is now ready.
Tbe total permit fee is $231.20,
Please piek up thls buildlng permit as soon as possible
if it is to be constructed in the 1979 building season.
Thank you for your cooperatlon in this matter.
Sincerely,"C"""tL,tr"O
+*"4-
Catherine A. Jarnot
Building Dept. Aide
a
Project Application
Project Name:
Owner Address and Phone:
Architect Address and Phone:
,o, 3 .r,o"rL€gal Doscri
Zone:
Zoning Approved:
Design Review Board
Motion by:t.
Seconded by:
APPROVAL DISAPPROVAL
Summary:
Zoning Administrator Chief Building Otficial
Dry;s t+.[d.i -fi o I
SINGLE FAMILY RESIDENTIAL AND RESIDENTIAL ZONING CHECKLIST
Legal
Orner:
Comments:
Description:{-.u I rSlK )
A,| ) AU t2 Architect:
Area: IL,Ot
Actual - Front
Dlstance Between Buildlngs:
G.R.-F.A. Allowed: Buildable
Site Coverage: Allowed - Lot
Landscaping: Bequired - Lot
Parking:Required
Drive: Sl.ope Perraitted
Parking and Drives Must
Environnoe nt aI / fr,azar d, :
Actual
Slope Actual OC
d-fr-OKot'd-p-
ok
Be Paved
Avalanche
Flood Plain
Slope
Distance From Creek
Trees Bemoved
Zoue Distri.ct: f / \ Proposed Use:AaJ; 11n^ *.r 5. F
6,39)Milus Hazard Area:
Equals Buildable Area:
Eelgbt: Actual I L,
Setbacks; Bequired - Front 20t , Sldes ,Bear2Or+
, sides ll , / 5,Rear
Actual
x % =3p8J. aet,a,at 2, (8'lr
Area
Area
Required
Area
Zoning Approval:
Date
I bar;2-6/
zq
28,.8a
t
fi oo,rtonl.
{3uo n \/. V T+L
=A4
= zv 'E? sz.oo
= bq p4 Zu.q O
21-'
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oi._ rl
-.- '.\1' lA"',st,:,', br 3
I
eh ia.lz-.5 aY/b
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Ir f.S( tb'I
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i
irl
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ti
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,ltit:
rti
sz. Bo
70yo
%.edot t i
l'?f : 30?
. tilt.tg- 4^Ar |UUL) /U
TOW}I OF
BUILclINGi
l,A IL
PEFIMIT
'o
*7Yl
TOTAL FLOOR AREA
TOTAL LOT AREA
FLOOR AREA R.ATIO
EASEMENTS
VARIANCE
UNCOVERED
#u2
-75
EXITS REO.
###t Rur,u*,
DATE OF APPLICATION
MAfL ADoREss ll ?et f.NEW () ALTERATION I ) AODITION( } REPAIR I )
USE OF BUI LDING
SO. FT. OF BLDG,HEIGHT IN FT.OFF ST. PAR KING
NO. OF STORIES OFF ST. LOADING
NO. OF LIVING UNITS
WATER( I FORCEDAIR(
'ELECI
IUNIT
tor .ft eu1 nune VU
1. TYPE OF CONSTRUCTION I II III IV V I HR
2. OCCUPANCY GROUP A B C D E F G H I J
DtvtstoN1234
BUILDING PERMIT
SPECI FIED
FIFE SPRINKLERS
WET STANDPIPE
DFY STANDPIPE
COMB. STANDPIPE CLEAN UP DEPOSIT
SMOKEPROOF ENCLOSURE
ERAL DESCBIPTION OF WOFK AREA SEPARATION
OCCUPANCY SEPARATION
RE OF OWNER OR CONTRACTOR
,.
DESIGN REVII;:III BOARD
DArE oF *rrrr*o frtroan Qr/?, t'
MEMBERS
,( "
"/,f ^ /L'',''!,
SUBJECT:
ACTION TAKEN
MOTION:
VOTE:
PRESEI.'IT:
tsY BOARD:
'EC'NDED
* ,//lr,t?
AGAINST
APPROVED: , ----
DISAPPROVED:
SUMMARY:
PUB wl$-"*---.-.
T0}Yt{ 0F
EIIJILEIINGi
l/A IL
PEFIMIT
TOTAL FLOOR .AREA
TOTAL LOT AREA
FLOOR AREA RATIO
EASEMENTS
VARIANCE
K-
UNCOVERED
APPLICATION
ACCEPTED
PLAN CHECK
z
tr
fJ
JoBNAME -1"""*'
DATE OF APPLICATION
NEW o .ALTERATION ( I ADDITION I/1 REP^IR 14
crrY pH. tf 7 , b'd USE OF BUILDING
.i (naLLrua 4o,-a (OFF ST. PARKING
NO. OF LIVING UNITS
WATER FONCEDAIR( IELEC( }UNIT
LOT BLK FILING
1. TYPE OF CONSTSUCTTON I t tV V IHR
2. OCCUPANCY GROUP A B C D E F G H I J
DtvtstoN 12 31
BUILDING PEBMIT
SPECIFIED PLAN CHECK FEES
FIRE SPRINKLERS
RAL OESCRIPTION OF WORK
- )9.n t t?ort c Q OCCUPANCY SEPARATION
PLAN NUMBER
+-6 Jt
19, t974
lb. Illllan Reoff
P. 0. 8ox 1636' Yrll, Colorrdo
Re: Sctbrck ymlancs ?or
. lhar Blll:
:,
Ptesc conslden thls lcttar rs a wrltrc p*rltrto allutthe con-rtrrtctlornof e earport rnd patlo eddltlm b ttrc arbJact rerldcmcrlth rpprcxfortely 7' setbrct ln llex'0f ttE 80' nqrlrcd.
Tho varhnce ns apgrovcd unrnlmqsly ty th€ Toilt Courrll for tlr
Totm of Vall oa Augugt 6, lg74r
Youfi tnrly,
DEPARTIEI{T OF E(Hil'IIITY
Dlrtn S. Talghlll
Iontne Admlnlrtrltor
\
)
July ?, 1974
NOTICE OF PUELIC HEARING
NOTICE lS HEREBY 6IVEH tnft Ur. Hlltlam Ruoff,rtprerentlng Ralph E. Davls hal applled for a gctbcck
verlanqc In accordancc rltb $eetlon 5.502 oi Ordlnence
No. I (Serles of 1975); srld varlanco has been appl ledfor In eecordancc ylth 9rcile$ i9.200 of Ordlnanco No.6 (serlcs of 1975). Thc frogocod addltlon ls locatedon Lot 3, Block 7, Val I Y | | llgc 7th Fl I lng.
A publlc hecrln,g xlll bo hcld In accordanca wlth
Ssctlon 21.'[00 Ef thc ronlng ordlnance on d$J-3J,r1974 at !:00 p.u. In tha frl I l.tunlelpal Bul ldlng. Scld
varlanse hearlng rl | | be brforc the Toxn of Val I Plannlng
ConralSslon and tlndlngs rltl bg tranemltted to tho Torn
Councl I lor theTown of Yall.
TO}JH OF VAI L
0lsna 5. Toughl l.l
Zonl ng Admlnl strator
F
I
PROOF
STATE OF COLORADO
COUNTY OF EAGLE
OF PUBLICATION
,, ,4^ kuor do soremnry swear thar r am
That the annexed legal notice or advertisement was published in the ngular and
entire issue ol every number of said weekly newspaper for the perioa of (
the 77)1 ,1tr4.., of THE VAIL TRAIL; that the same is a weekly newspaper
printed, in whole or in part and published in the County of Eagle, State of
Colorado, and has a general circulation therein; that said newspaper has been
published continuously and unintemrptedly in said County of Eagle for a period of
more than fifty-two consecutive weeks next prior to the first publication of the
annexed legat notice or advertisement; that said newspaper has been admitted to
the United States mails as second-class matter under the provisions of the Act of
March 3, 1879, or any amendments thereof, and that said newspaper is a weekly
newspapet duly qualified for publishing legal notices and advertisements within the
meaning of the lavs of the State of Colorado.
consecutive insertions; and that the first pubication of said notice was in the issue
of said newspaper dated JULY S A.D. 19?+ and that the last
publication of said notice was in the issue of said newspaper dated
.-lUtY S l.D.1ell4
. --r[In witness whereof I have hereunto set my hand this [s day of
Jvuv
^.D.1{?4_
Suhcribed and sworn to beforc me, a notary public and for County of Eagle,
Strte of Colorado, nis / {.tv aay ol .1s2L
My Comrnission expires 77) L+c./e I L lgz-f
DESIGN REVIEl^l EOARD
MEETIIIG: August 8, 1974DATE OF
I'IEMBERS -a/#ua-pRES ENT: Ruoff , 8'i | 1
Abbott, Dudley
Hanlon, Bill
Parker, Lou
Sage, uave
SU BJ ECT:DAVIS resrdence - additions - Ruoff
ACTION TAKEN BY BOARD:
MOTION
VOTE:AGAI NST:
APPROVED:
DISAPPROVED:
SUMMARY:
the Board
o
DtVEL0PI;illT RCI;T L IG SLIP
PROJ:CI'
O',.iNER/i)
SUBIl I TT
EVELOFIR
IAL DATE I
i'
t,tTq PROCESS Ii.lG
DEADL INE
DATE
COI"lPL6TED SIGi,IATURE REI''IAR<SENT IT IES
PRE L II.I IiIARY STAFF
REV I EW
MASTER PLAii
LANDSCAP II'.]G
RECR'AT ION
AI4EN IT IES
ffi. curcx
DES IGN CFlECK
y,F'4t{lR0Nt:ENTAL
IIIPACT REV IE'd
n.4@=/"4
ttA /tV,/ lT
?t aAt*t-
,//rt
ENV IRONI.IiNTAL
IMPACT R t PORT
ZON INC CHECK
PLANI'l . COl4i'1 .
r/TOWll C 0 U;lC I L
REV IE|,J
DES IGN REV IEW
,,fl NAL ZON ING
REV IEW
,sf tuo I NG DEPT
PLAN CHECK
PIECH/PLBG.
ELECTRICAL
PUBL IC VIORKS.
4learANcE ZcoNDtrtoNAL usE
4/a."l.t-?-a/- /1
F IRE DEPT
PUBL ICAT | 0l'l DATE HEAR ING DATE
FEES:TY PE
VAR IANCE
COND. USE
KtrUf1E11 | I !l,i
PLUMP ING
MECHAN ICAL
ELECTn ICAL
@(ca.p -f deP,
OTHER
A[4OUNT DATE PA ID RE [.IAR KS
I
I
I
ltoo-6o
ilt!, I D l\!DAaT
.' PLAN CHECK
PtrAM IT RI NG
T0wlf 0F
BIJILEIINGI
l'A IL
PEFIMIT
o'
APPLICATION
ACCEPTED
APPROVAL
PERMTT #
I TIEREBY AOKNOWIJEDGE TUAT I HAVE
BEADTHIS APPLICATION AND STATG THAT ?HE
ABOVE TS COBBECT AND AGREE TO COUPLY
WITS AI,I, TOWN ORDTNANCES ANI' STATE
,'781
I.^1,
tr I tF7
DATE OF APPLICATION\J ra lll -l A 19
NEw o aLTEFATToN t ) ADotrtoN yf neelrR { }
USE OF SUILDING
HEIGHT IN FT.OFF ST. PARKING
NO. OF STORIES OFF ST. LOADING
NO. OF LIVING UNITS
1. TYPE OF CONSTRUCTION I II III IV V I HR
2. OCCUPANCY GBOUP A B C D E F G H I J
Dtvtstot{ 1231
SPECIFI ED
FIBE SPRINKLERS
DRY STANDPIPE
DESCRI'T|ON OF WORK
TOTAL FLOOR AREA,
TOTAL LOT AREA
FLOOR ANE.A RATIO
EASEMENTS
VARIA'{CE
UNCOVERED
/ilrryV
I
BUILDING IT APP
Applicant to
PLAN CHECK VALIDATIOIy
WHITE - INSPECTOR
Ju
spaces
WHEN PROPERLY VALIDATED (IN THIS SPACEI THIS IS YOUR PE
PERMIT VALIDATION
PIN K - APPLTCANT
I oE3Ci.vra (LJSEE AttACHEO rHEEr)
I.ICEN5E NO.
II€CI OR O E3I GN ER LICENSE NO.
LENDER MAI L ADoFESS6 .---.---"
U5E OF BUILDIN
8 Ctasof work: tr NEW tr AoorTroN ,Knllggsr'tN tr HEpAtR O M0vE tr REMovE
10 Charqe ol use from
11 Valuation of work: $6iaa. aa eeaun ree/ 2.
SPEGIAL CONDITIONS:
Slze o{ BldE.
(Tot.ll Sq. Ft.
Fi16 Sorlnktsrs
R€qulrod E\.€, ENo
OFFSTREET PARKING SPACES:
NOTICE
SEPARATE PERMITS ARE REOUIRED FOR ELECTRICAL. PLUMB.
ING, HEATING, VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOtD IF WORK OR CONSTRUC.
TION AUTHORIZED IS NOT COMMENCED WTTHIN 60 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR AEANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER I'I,oR K IS COM.
MENCED.
OF A PERMIVIOLATE OR
sregluRE ot coNTR^croR oh auTHoil
CANARY - AUOIT