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x Specifications Field verify all dimensions, existing For products specified by association or
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elevations, and conditions. trade standards, comply with requirements
1. Re-locate stairs to living room 5'0" Dia. spiral oak stairs. of the standard except when more rigid
Except as noted: requirements are specified or are required
2. Open upstairs wall to create loft. Add railing to match stairs. Tile: Entry Saltillo mexican tile/thin set by applicable codes.
3. Clean face of fireplace. Kitchen Saltillo mexican tile/thin set a) remove existing and provide
Bath #2 Saltillo mexican tile/thin set all new wood base, trim General Contractor shall maintain quality
Lock off Bath Saltillo mexican tile/thin set casing, doors and door control over suppliers, manufacturers,
4. Add ski storage closet on landing outside front door. Loft Bath Saltillo mexican tile/thin set hardware, finish selected. products, services, site conditions, and
workmanship to produce work of specified
5. Move wall between kitchen and entry to accommodate bench, pegs above. Faucets: b) remove existing carpet and quality.
Baths/Showers Price Phister pad, and other finish
6. Remodel kitchen. flooring and replace with Provide complete electrical design, secure
Kitchen Ghrohe Lady Lux new as specified, with all necessary permits and approvals, and Tuwrl of Vail community
7. Repair sub-floor. New as required. with he add Lux
- white mexican 12 x 12. provide a complete electrical system for Development
the areas shown on the drawings per the
#33796 w/sink plan gu, Health Fire ,
8. Remodel Bath 2 per plan. 18"/24" stainless, ISE disposal c) all interior walls and ceiling 1993 NEC. `� O
� to receive new finished, 'approved ►� ,��
9. Remodel Bedroom #1 per plan. clean and repaint those Provide complete plumbing design, secure
p p Cabinets Pine base throughout Denied
with Wilsonart Solidcore areas not other wise all necessary permits and approvals and
10. Change out all closet doors to lowered bi-folds. Frosty White #1573-6 scheduled. provide a complete plumbing system that
is tried and tested per the applicable codes Validity of Permit
11. Remodel lock off bath per plan. Patch and match existing surfaces and and standards. sec 303 (c) 19 u B C.
Carpet Woodland IV 69001 Stratton g
Color 02306 devices as required. the muance or oranting of a permit or approval of plans ant?
12. Relocate loft bedroom/closet per plan. p� f tons s;,all not be construed to be a permit for. aP an
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Various sub-contractors shall review with apps ov?; of, any violation of any of the p•uM+�ons of this co s
Walls: or of any o,he, ordinance of the tunsdlcat+un The Issuance of
13. Remodel loft bedroom/closet per plan. Walls Paint Walls: Sherwin Williams #SW1354 the Town of Vail Building Department a p^mr,+t Cased upon plans, specifications and other data shat;
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Ceilings: Sherwin Williams #SW1004 and arrange for required inspections. n prevent the building official from thereafter requiring the k
cows ctlon of errors In said plans, specifications and etO'
Tubs/Toilets/Sinks Throughout - American Standard White Contractor to verify all dimensions and jata
notify Architect of discrepancies before ')nTE. 9- Zll'�3
Steam Shower Thermosa1240 beginning the work.
Glass Tub Glass Tub enclosure with chrome boarder Maintain project and site in clean and
orderly condition; periodically clean TONY PERRY S L F E R
interior areas. regularly remove waste
materials, debris, and rubbish from site.
Control dust when construction LIONSMANE II DESIGNS
procedures result in nuisance dust.
Vail / Beaver Creek
VAIL, COLORADO
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EXISTING LOFT PLAN Riser Calculation Table
PROPOSED LOFT PLAN
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-- For A finished #of #of
Floor to Floor Height of Treads Risers
.:- 89 It to 95 " 9 10
98 " to 1041/2 " 10 11
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1061/2 " to 114 " 11 12
1151/2 " to 1231/2 " 12 13
1241/2 " to 133 " 13 14
- 1331/2 " to 1421/2 " 14 15
The above is for a minimum of 6 ' 6 " headroom
under the platform (U.B.C. code).
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REVISIONS
N NIX
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P) ( -- I APPROVED:
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EXISTING FLOOR. PLAN aY ��_ __ �.._ ------.---. DATE_.......---
PROPOSED FLOOR PLAN
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Vail / Beaver Creek
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F-1 DRAWING TITLE:
_ — _1 LIVING ROOM
DATE:
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MASTER BEDROOM DRAWN:
CHECKED:
RED LINES:
Jo DINING APPROVED:
SCALE:--t)1�-
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ASSOCIATES:
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S L R
DESIGNS
Vail / Beaver Creek
LD L-1 L-77 t
MASTER BATH LOCKOFF BATH LOFT BATH
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REVISIONS
KITCHEN
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DRAWING TITLE:
CHECKED:
RED LINES:
APPROVED-
ASSOCIAT S:
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DESIGNS
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SPIRAL, STAIRS ENTRY
IV. EXAMINATION OF SITE
GENERAL REQUIREMENTS A. Failure to visit site and become familiar with site constraints
and working conditions will in no way relieve any Contractor C. Laminated Beams
from necessity of furnishing material or performing work that
I. WORK COVERED BY CONTRACT DOCUMENTS may be required to complete work in accordance with Drawings L All alminated members shall be fabricated of
and Specifications without additional cost. Douglas Fir Larch at 12 percent moisture content
A. Work under this contract includes all materials, equipment and in accordance with WCLIB. All sized shown are
labor necessary to complete the work indicated, specified or B. Parking on site will be extremely limited. Job personnel may be required to net.
reasonably inferred there from. park off-site. 2. Laminated member shall be detailed and fabricated.
II. CONDITIONS AND REQUIREMENTS VII. STRUCTURAL
V. STRUCTURAL STEEL
A. Various subcontractors shall review with Town of Vail Building A. All structural dimensions and design must be
Department,Town of Avon, Eagle County(as appropriate) and A. All structural steel shall conform to ASTM specifications A36 verified with structural Engineer & drawings.
arrange for required inspections. except pipe columns which shall conform to ASTM A53.
Anchor bolts shall be A307 Steel and miscellaneous embedded B. Engineer's acceptance must be secured for all
B. Contractor to verify all dimensions and notify Architect of any items shall be A36 steel. structural substitutions.
errors and/or discrepancies before beginning the work.
B. Structural steel shall be detailed and fabricated in accordance C. All dimensions shall be field established by
C. Contractor biiall take all precautions necessary to protect and with latest provisions of AISC "Manual of Steel Construction." contractor in coordination with architect.
prese-.a existing trees on the site. Trees that are damaged or Contractor shall notify Engineer in writing of any
cl ,btroyed shall be repaired or replaced at no cost to the Owner. C. Minimum welds to be AISC and/or AWS but not less than 3/16" significant dimension changes.
continuous fillet unless otherwise noted.
r. Minimize noise affecting neighbors. Properly muffle equipment. D. The structural design has been completed by
D. All welders shall have evidence of passing the American making assumptions of existing conditions without
E. Control dust when construction procedures result in dust which Welding Society Standard Qualifications Tests as detailed in the benefit of selective demolition. If conditions
becomes a nuisance. AWS D1.1. different than those indicated on the drawings are
found to exist, the contractor shall notify the
F. Control flow of water at site to prevent damage to others VI. WOOD Engineer of the actual field conditions in writing.
property and facilities; take precautions to prevent spilling and Engineer will provide additional designs as
littering of water polluting sewer and storm sewer collections A. All framing lumber shall be dry Douglas FIR, coast region required. Contractor shall notify architect, in
systems. visually graded as follows: writing, of any additional costs prior to
commencement with work.
G. Maintain project and site in clean and orderly condition; 2" thick - 4" wide Stud fb = 800 psi
periodically clean interior areas. Regularly remove waste 2" thick - 6" & wider No.2 fb =1250 psi VIII. PLYWOOD DECK AND/OR WAFERBOARD
materials, debris, and rubbish from the site. 3" thick - 6" & wider No.l fb =1300 psi
Noted allowable stressed are minimums and for non-repetitive used prior to A. Quality
III. CONTRACTOR USE OF PREMISES allowable stress increases.
1. Panel thickness hall be as shown on
A. Limit operations under this contract to the areas of the property B. Provide 1 x 4 cross bridging not over 8' on center for all wood the drawing. Application shall be
as indicated. No operations or vehicle traffic will be allowed joists and 2x solid blocking between joists at all supports. fasten i n accordance with
outside of these areas. all wood members with common nails according to the UBC recommendations of the American
Schedule unless otherwise noted. Plywood Association.
REVISIONS
2. Each panel shall be identified with C. Provide bridging per manufacturer's recommendations. Unless
the Grade-Trademark of the otherwise noted on structural drawings, wood trusses shall be
American Plywood Association and design to fulfill stress requirements and/or loads noted on
shall meet the requirements of U.S. drawings. Shop drawings shall include calculations and bear the
products standard PSI, latest stamp of a registered Engineer.
edition for plywood. All panels
which have any edge or surface
permanently exposed to the DRAWING TITLE:
weather shall be of the exterior
type.
3. For flooring use 5/8" Sturd-I-Floor
sheathing nailed at 6" O.C. along
panel edges and at 10" along DATE:
intermediate supports. DRAWN.
4. For roof use 1/2" 32/16 APA CHECKED:
exposure I sheathing nailed at 4" RED LINES:
O.C. along panel edges and at 10" APPROVED:
along intermediate supports. SCALE:
ASSOCIATES:
5. Exterior walls shall have one layer
of 1/2" 24/0 exposure I sheathing
nailed at 5" O.C.along panel edges.
6. Diaphragm sheathing shall be the
thickness shown on plans with the -
face grain perpendicular to
supports with end joints staggered. `
7 Install suitable edge b � D
g support y use
of plyclips, tongue and groove : x ,�
panels or solid wood blocking
- between supports. B 13Y - ���
B. Prefabricated wood members hall be the type noted on the
drawings and shall be"Trus-Joist"as manufactured by Trus-Joist
...._
company. Alternates shall be reviewed by the Engineer.
S L I F E R
DESIGNS
Vail / Beaver Creek