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Kirk atrick Residence
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1462 G�eenhill Cou�t, Vail, Colo�ado Glen
Lyon Subdivision Lot: 19 Unit A
P�oject # 12404
PR O ECT M��NUAL
Issue-I
Issue fo� Constructlon
O6/0�/�3
Post Office Box 7630 Telephone: (970)949-0916
Avon,CO. 81620 Fax: (970)949-1017
www.RMTarchitects.com E-mail: info@RMTarchitects.com
Kirlcpatrick Residence 12404 Issue I 06/01/13
DETAIL MANUAL
TABLE OF CONTENTS
DIVISION 1-GENERAI.REQUIREMENTS
GENERAL NOTES
EXTERIOR WALL SYSTEMS
INTERIOR PARTITION SYSTEMS
FLOOR SYSTEMS
CEILING SYSTEMS
ROOF SYSTEMS
2012 INTERNATIONAL ENGERY CODE COMPLIANCES REQUIRMENTS
DIVISION 2—SITEWORK
2.01 Perimeter Drain
DIVISION 3-CONCRETE
Not Used
DIVISION 4-MASONRY
4.01 Stone Veneer Ledger—Steel
4.02 Stone Vcncer Ledger—CMU
4.03 Stone Pier Plan
4.04 Stone Pier Section
4.05 Typical Stone Cap @ Wall
DIVISION 5-METALS
Not Used
DIVISION 6-WOOD AND PLASTICS
6.01 Roof Eave
6.02 Roof Eave
6.03 Roof Ralce
6.04 Porch Eave
6.05 Porch Rake
6.10 Exterior Siding
6.11 Exterior Guard Rail
6.12 Exterior Inside Corner Trim 90°
6.13 Corner Trim
TABLE OF CONTENTS TOG1
Kirlcpatrick Residence 12404 Issue I 06/01/13
DIVISION 7-THERMAI.AND MOISTURE PROTECTION
7.01 Typical Wall to Roof Flashing
7.02 Typical Wall to Roof Flashing
7.03 Typical Flue Cap Flashing
7.04 Typical Flashing at Stone Cap
7.05 Typical Drip Edge @ Eave
7.06 Typical Drip Edge @ Rake
7.07 Typical Valley
7.08 Typical Ridge Cap
7.09 Flashing @ Roof Break
DIVISION 8-DOORS AND WINDOWS
8.04 Exterior poor�Window Trim @ Wood Siding
8.05 Window Head @ Wood Siding
8.06 Window Jamb @ Wood Siding
8.07 Window Sill @ Wood Siding
8.08 Door Head @ Wood Siding
8.09 Door Jamb @ Wood Siding
DIVISION 9—FINISHES
Not Used
DIVISION 10-SPECIALTIES
Not Used
DIVISION 11—EQUIPMENT
Not Used
DIVISION 12-FURNISHINGS/CASEWORK
Not Used
DIVISION 13-SPECIALTIES
Not Used
DIVISION 14-CONVEYING SYTEMS
Not Uscd
DIVISION 15-MECHANICAL
Not Used
DIVISION 16-ELECTRICAL
Exterior Lighung Cut Sheet
EXTERIOR SITE PHOTOS
SPECIFICATION
SUBSOIL STUDY REPORT
DEBRIS FLOW AND FLOOD RISK REVIEW REPORT
TABLE OF CONTENTS TOC-2
Kirkpatrick Addition 12404 Issue I 06/01/13
SPECIFICt1TION
TABLE OF CONTENTS
SECTION 01100-SUMMI�RY
SECTION 01200-PRICE AND PAYMENT PROCEDURES (SUBMITTALS REQUIRED)
SECTION 01300-ADMINISTRATIVE REQUIREMENTS
SECTION 01400-QUALITY REQUIRF�MENTS (SUBMITTALS REQUIRED)
SECTION 01420-REFERENCES
SECTION 01600—PRODUCT REQUIREMENTS
SECTION 01731 —EXECUTION AND CLOSEOUT REQUIREMENTS (SUBMITTAI.S REQUIRED)
SECTION 01732—SELECTIVE DEMOLITION
SECTION 07110—DAMPPROOFING SYSTEM
SECTION 07131 —SHEET WATERPROOFING (SUBMITTALS REQUIRED)
SECTION 07210—INSUT ATION (SUBMITTAT S RLQUIRED)
SECTION 07C20—FLIISHING�ND TRIM (SL'BMITTALS REQUIRED)
SECTION 07900—SEALANTS (SUBMITTALS REQUIRED)
SF.CTION 08550—WOOD WNDOWS (SUBMITTALS REQUIRED)
NOTE: All new work is to comply with the Town of Vail Code and 2012 International Energy Code,all requirements of
additions and remodels,construction per prescriptive path option R402.2
00000 TOC.doc 1-1
Kirlcpatrick Residence 12403 Issue-
GENERAL NOTES
1. Do not scale drawings.
2. It is the responsibiliry of the Ueneral Contractor to report to the Architect,
immediately upon discovery, any discrepancies contained within these
Construction Documents.
3. All�rid lines are to face of exterior walls, wall logs, and interior wall stud, unless
otherwise noted. All interior dimensions are to face of interior wall stud, unless
otherwise indicated.
4. All walls related to the foundation of the building shall be connected to the
foundation drainage system,unless otherwise noted.
5. Coordinate all Electrical and Mechanical wiring, piping, chaseways, ducts, etc. to
fit within ceiling and wall space.
6. Provide all necessar}� blocldng in stud walls and ceilings. Locations include, but
are not limited to, toilets, toilet accessories, ceiling and wall mounted electrical
fixtures,shelves,closet rods,cabinetry,drapery rods,countertops,and false beams.
7. All angles other than 90°on plans are 45° unless otherwise noted.
8. Refer to exterior elevations for actual window distributions and exterior material
distributions.
9. Rcfer to the Room Finish Schedule for all interior finishes.
Construction Assembly Types Detail Manual General Notes.doc
Kirlcpatrick Residence 12403 Issue-
FLOOR SYSTEMS
1. See Floor Plans and Structural Plans for locations.
2. See Room Finish Schedule for floor finishes.
3. See Specificarions for additional data.
4. Finish Floor elevations as indicated on plans are to top of sub floor and top of wood
decking at exterior decks.
F1 3/4"Finish floor on (TS�pical Main Level�Upper Level)
Underlayment on
Structural deck on
Structural framing
F2 1 '/z"Decking on (Typical ExteYior Deck)
Structural framing
F3 Concrete slab on (Garage Storage Room)
Air Vapor Barrier on
Gravel base on
Compacted earth
Construction Assembly Types Detail Manual General Notes.doc
Kirlcpatrick Residence 12403 Issue-
INTERIOR PARTITION SYSTEMS
1. See Floor Plans for locations.
2. See Finish Schedule for interior finishes.
3. See Specificarions for additional data.
4. Provide all necessaiy blocking and code required blocking within stud spaces.
5. Substitute 5/8"water-resistant��psum board for walls at bathtuU locations.
6. Substitute 7/16" glass mesh mortar units for at all tub/shower combinations, and
shower locations.
7. Provide 6-mil vapor barrier at warm side of all insulation.
8. Provide acousrical batt insulation as required. Extend all batt insulation within walls up
to subfloor or declang above unless otherwise noted.
9. Provide 5�8"Type"X"gypsum board at all Tequired"1-hour" systems.
P1 5�8"GWB on (Typical Interior Wall)
2x framing(w/ acoustical insulation)
P2 5/8"GWB on (Typical Exterior Wall)
Exterior stud wall(w/thermal insulation)
P3 6"Stone Veneer on (Interior Stone Wall)
'/�"Plywood on
Vapor barrier on
2x framing(w/thermal insulation at exterior and acoustical insulation at interior)
P4 3'/z" furring stud (w� thermal insulation) on (Typical Basement Storage)
'/�"air gap on
Concrete foundation wall
Construction Assembly Types Detail Manual General Notes.doc
Kirlcpatrick Residence 12403 Issue-
EXTERIOR WALL SYSTEMS
1. See exterior elevations for locations.
2. See specifications for additional data.
3. Typical exterior foundation walls below the level of the interior slab on grade are W1,
unless otherwise noted.
W1 Water Proofing on(extend 6"above grade) (Foundation Wall)
Concrete wall
W2 Stone veneer(Match E�sting) on (E�terior Stone)
Water proofing on(extend 24"below grade)
Structural sheathing on
2x framing(w/ thermal insulation)
W3 Horizontal wood lap siding(match exisring) on (Horizontal wood siding)
Air vapor barrier on
Structural sheathing on
2x framing(w/ thermal insulation)
W4 Stone veneer(Match Existing) on (Exterior Stone Piers)
Water proofing on(extend 24"below grade)
CMU / Concrete
Construction Assembly Types Detail Manual General Notes.doc
Kirlcpatrick Residence 12403 Issue-
CEILING SYSTEMS
1. See reflected ceiling plans for locations.
2. See Specifications for additional data.
3. Provide insularion in walls up to the roof insulation, unless otherwise noted. At lower
floors,continue the wall insulation up to the floor insulation,unless otherwise noted.
4. Substitute 5/8"water-resistant gypsum board for ceilings at bathtub locations.
5. SuUstitute 7/16"glass mesh mortar units for��psum board at all shower locations,and
tub/shower combinations.
6. Ceiling heights (above finish floor) shall be at the underside of roof or floor joists,
unless noted otherwise.
7. Refer to reflected ceiling plan for direction of planking.
C1 T&G(Match Existing) on (typical exterior soffits)
Structural Framing
C2 GWB on (typical interior Basement/Lower level)
Structural Framing(w/ acoustical or thermal insulauon per spec.)
C3 GWB on
Structural Framing(w� acoustical or thermal insulation per spec.)
C4 T&G (Match Fxisting) on (Interior Wood Ceilings)
Structural Framing(w/ acoustical or thermal insularion per spec.)
Construction Assembly Types Detail Manual General Notes.doc
Kirlcpatrick Residence 12403 Issue-
ROOF SYSTEMS
1. See roof plans for locations.
2. See specifications for additional details.
3. Typical roof system is R2,unless otherwise noted.
R1 25mm Translucent Polycarbonate Roof Panels on
Structural framing
R2 Asphalt shake roofing(Ylatch E�sting) on
Water proofing on
Structural sheathing on
Structural framing
Construction Assembly Types Detail Manual General Notes.doc
Kirlcpatrick Residence 12403 Issue-
2012 INTERNATIONAL ENERGY CODE
COMPLIANCES REQUIREMENTS
Climate zone: 6b(per table R301.1)
Compliance method: prescriptive(per iecc 2012, section 402.2)
Table R402.1.1 Insulation and fenestration requirements(Prescriptive)
Fenestration 0.32 U
Skylight 0.55 U
Ceiling 49 R
Wood walls 21 R(Per Town of Vail)
Mass walls 15/20 R
Floor 30 R
(or insulation sufficient to fill cavity,r-19 min.)
Basement wall 15/19 R
(conrinuous insulation/framing caviry insularion)
Slab/depth 10 R/4 feet
Crawl space wall 15/19 R
(continuous insulation/framing cavity insulation)
R402.2.2 Ceilings without attic spaces. (Prescriptive)
When Section R402.1.1 would require levels above R-30 and the design of the
roof/ceiling assembly does not allow sufficient space far the required
insularion,the minimum required insularion for such roof/ceiling assemblies
shall be R-30. This reduction of insulation from the requirements of section
R402.1.1 shall be limited to 500 square free or 20 percent of the total insulated
cciling area,whichever is less. This reduction shall not apply to the U factor
alternative approach in Secrion R402.1.3 and the total UA alternative in Secrion
R402.1.4.
R402.2.3 Eave baffle. (Prescriptive)
For air permeable insulations in vented attics,a baffle shall be installed
adjacent to soffit and eave vents. Baffles shall maintain an opening equal or
greater than the size of the vent. The baffle shall extend over the top of the attic
insulation. The battle shall be per-mitted to be any solid material.
R402.2.4 Access hatches and doors. (Prescriptive)
Access doars from conditioned spaces to unconditioned spaces(e.g.,attics and
crawl spaces)shall be weather stripped and insulated to a level equivalent to the
insulation on the surrounding surfaces.Access shall be provided to all
equipment that prevents damaging or compressing the insulation.A wood
framed or equivalent baffle or retainer is required to be provided when loose fill
insularion is installed,the purpose of which is to prevent the loose fill
insulation from spilling into the living space when the attic access is opened,
and to provide a permanent means of maintaining the installed R-value of the
loose fill insulation.
R402.2.7 Floors. (Prescriptive)
Floar insulation shall be installed to maintain permanent contact with the
underside of the subfloor decking.
Construction Assembly Types Detail Manual General Notes.doc
Kirlcpatrick Residence 12403 Issue-
R402.2.8 Basement walls. (Prescriptivc)
Walls associated with conditioned basements shall he insulated from the top of
the basement wall down to 10 feet(3048 mm)below grade or to the basement
floor, whichever is less. Walls associated with unconditioned basements shall
meet this requirement unless the floor overhead is insulated in accordance with
Sections R402.11 and R402.2.7.
R402.3.2 Glazing fenestration SHGC(Prescriptive)
-An area-weighted average of fenestration products more than 50 percent
glazed shall be permitted to sarisfy the shgc requirements.
R402.3.3 Glazed fenestration exemption(Prescriptive)
-Up to 15 sq.ft. of glazed fenestration per dwelling unit shall be permitted to be
exempt from u-factor and shgc requirements in section 402.1.1
Table R402.4.11 Air Barrier and Insulation Installation(Mandatory)
Air barrier and thermal barrier
-A continuous air barrier shall be installed in the building envelope.
-Exteriar thermal envelope contains a continuous air barrier.
-Breaks or joints in the air barrier shall be sealed.
-Air-permeable insularion shall not he used as a sealing material.
Ceiling/attic
-The air barrier in any dropped ceiling/soffit shall be aligned with the
insulation and any gaps in the air barrier sealed.
-Access openings,drop down stair or knee wall doars to
unconditioned attic spaces shall be sealed.
Walls
-Corners and headers shall be insulated and the junetion of the
foundation and sill plate shall be sealed.
-The junction of the top plate and top of cxterior walls shall be sealed.
-Exterior thermal envelope insulation for framed walls shall be
installed in substantial contact and continuous alignment with the air
barrier.
-Knce walls shall be sealed.
Windows. skylights and doors
-The space between window/doorjambs and framing and skylights and
framing shall be sealed.
Rim joists
-Rim joists shall be insulated and include the air barrier.
Floors(including above-garage and cantilevered floors)
-insulation shall he installed to maintain permanent contact with
underside of subfloor decking.
-The air barrier shall be insYalled at any exposed edge of insularion.
Table R402.4.1.1 Air Barrier and Insulation Installation Cont. (Mandatory)
Construction Assembly Types Detail Manual General Notes.doc
Kirlcpatrick Residence 12403 Issue-
Crawl space walls
-Where provided in lieu of floor insulation.
-Insulation shall be permanently attached to the crawlspace walls.
-Exposed earth in unvented crawl spaces shall be covered with a Class
1 vapor retarder with overlapping joints taped.
Shafts.Penetrations
-Duct shafts,utility penetrations. and flue shafts opening to exterior or
unconditioned space shall be sealed.
Narrow cavities
-Batts in narrow cavities shall be cut to fit. or narrow cavities shall be
filled by insulation that on installation readily conforms to the
available cavity space.
Garage separation
-Air sealing shall be provided between the garage and conditioned
spaces.
Recessed lighting
-Recessed light fixtures installed in the building thermal envelope shall
be airtight,IC rated,and sealed to the drywall.
Plumbing and wiring
-Butt insulation shall be cut neatly to fit around wiring and plumbing
in exterior walls,or insularion that on installarion readily conforms to
available space shall extend behind piping and wiring.
Shower/tub on exterior wall
-Exterior walls adjacent to showers and tubs shall be insulated and the
air barrier installed separating them from the showers and tubs.
Electrical/phone box on exterior wall
The air barrier shall be installed behind electrical or communication
boxes or air sealed boxes shall be installed.
HVAC register boots
HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub floor or drywall.
Fireplace
An air barrier shall be installed on fireplace walls. Fireplaces shall
have gasketed doors.
R402.4.1.2 Testing. (Mandatory)
The building or dwelling unit shall be tested and verified as having an air
leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,
and 3 air changes per hour in Climate Zones 3 through 8.Tesring shall be
conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals).
Where required by the code ofificinl,testing shall be conducted by an approved
third party.A written report of the results of the test shall be signed by the party
conducting the test and provided to the code official. Testing shall be
Construction Assembly Types Detail Manual General Notes.doc
Kirlcpatrick Residence 12403 Issue-
performed at any time after creation of all penetrations of the building fherrnal
envelope.
During testing:
1. Exteriar windows and doors, fireplace and stove doors shall
he closed,but not sealed,beyond the intended
weatherstripping or other infiltration control measures;
2.Dampers including exhaust,intake,makeup air,backdraft
and flue dampers shall be closed,but not sealed beyond
intended infiltration control measures;
3. Interior doors,if installed at the time of the test, shall be
open:
4. Exterior doors far continuous ventilation systems and heat
recovery ventilators shall be closed and sealed:
5. Heating and cooling systems,if installed at the time of the
test. shall be turned off; and
6. Supply and return registers,if installed at the time of the
test,shall be fully open.
R402.4.2 Fireplaces. (Mandatory)
New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor
combustion air.
R402.4.3 Fenestrarion air leakage. (Mandatory)
Windows, skylights and sliding glass doors shall have an air infiltration rate of
no more than 0.3 cfm per square foot(1.5 L/s/ml),and swinging doors no more
than 0.5 cfin per square foot(2,6 L/s/mg),when tested according to NFRC 400
or AAMA/2012 INTERNATIONAL ENERGY CONSERVATION CODE"
RESIDENTIAL ENERGY EFFICIENCY WDMA/CSA 101/I.S.2/A�440 by an
accredited,independent laboratory and listed and labeled by the manufacturer.
Exception: Site-built windows, skylights and doors.
R402.4.4 Recessed lighting. (Mandatory)
Recessed luminaires installed in the building thermal envelope shall be sealed
to limit air lcakage between conditioned and unconditioned spaces.All rccessed
luminaires shall be IC-rated and lube/ml as having an air leakage rate not more
than 2.0 efm(0.944 L/s)when tested in accordance with ASTM E 283 at a 1.57
psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a
gasket or caulk between the housing and the interior wall or ceiling covering.
R402.5 Maximum fenestration U-factor and SHGC(Mandatory).
The area-weighted average maximum fenestration U-factar permitted using
tradeoffs froin Section R402.1.4 or R405 shall be 0.48 in Climate Zones 4 and 5
and 0.40 in Climate Zones 6 through 8 for vertical fenestrarion,and 0.75 in
Climate Zones 4 through 8 for skylights. The area-weighted average maximum
fenestration SHGC permitted using tradeoffs from Section R405 in Climate
Zones 1 through 3 shall be 0.50.
Construction Assembly Types Detail Manual General Notes.doc
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Kirkpatrick Residence I 06lO1/13
Architecture Interiors Planning Add1t10n 7
A r c h i t e c t s, P C 1462 Greenhill Court,Vail, Colorado / �O�
r.o.ear�bso n�o�,coio�nao sibzo G]eri LyOri SUbCi1VlSlOri LOt: 19 Urilt
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Kirkpatrick Residence I 06lO1/13
Architecture Interiors Planning Add1t10n
A r c h i t e c t s, P C 1462 Greenhill Court,Vail, Colorado �•O�
r.o.ear�bso n�o�,coio�nao sibzo G]eri LyOri SUbCi1VlSlOri LOt: 19 Urilt
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Kirkpatrick Residence I 06lO1/13
Architecture Interiors Planning Add1t10n Q
A r c h i t e c t s, P C 1462 Greenhill Court,Vail, Colorado �•Ov
r.o.ear�bso n�o�,coio�nao sibzo G]eri LyOri SUbCi1VlSlOri LOt: 19 Urilt
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Kirkpatrick Residence I 06lO1/13
Architecture Interiors Planning Add1t10n 4
A r c h i t e c t s, P C 1462 Greenhill Court,Vail, Colorado �•O/
r.o.ear�bso n�o�,coio�nao sibzo G]eri LyOri SUbCi1VlSlOri LOt: 19 Urilt
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RMT PROJECT NAME: iSSUF. DATE DRAWING NUNIBER
Kirkpatrick Residence I 06lO1/13
Architecture Interiors Planning Add1t10n Q
A r c h i t e c t s, P C 1462 Greenhill Court,Vail, Colorado v•�
r.o.ear�bso n�o�,coio�nao sibzo G]eri LyOri SUbCi1VlSlOri LOt: 19 Urilt
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RMT PROJECT NAME: iSSUF. DATE DRAWING NUNIBER
Kirkpatrick Residence I 06lO1/13
Architecture Interiors Planning Add1t10n �i
A r c h i t e c t s, P C 1462 Greenhill Court,Vail, Colorado v�O�
r.o.ear�bso n�o�,coio�nao sibzo G]eri LyOri SUbCi1VlSlOri LOt: 19 Urilt
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RMT PROJECT NAME: iSSUF. DATE DRAWING NUNIBER
Kirkpatrick Residence I 06lO1/13
Architecture Interiors Planning Add1t10n Q
A r c h i t e c t s, P C 1462 Greenhill Court,Vail, Colorado v�O�
r.o.ear�bso n�o�,coio�nao sibzo G]eri LyOri SUbCi1VlSlOri LOt: 19 Urilt
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Kirkpatrick Residence I 06lO1/13
Architecture Interiors Planning Add1t10n Q
A r c h i t e c t s, P C 1462 Greenhill Court,Vail, Colorado v•0�
r.o.ear�bso n�o�,coio�nao sibzo G]eri LyOri SUbCi1VlSlOri LOt: 19 Urilt
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RMT PROJECT NAME: iSSUF. DATE DRAWING NUNIBER
Kirkpatrick Residence I 06lO1/13
Architecture Interiors Planning Add1t10n Q Q
A r c h i t e c t s, P C 1462 Greenhill Court,Vail, Colorado v•Ov
r.o.ear�bso n�o�,coio�nao sibzo G]eri LyOri SUbCi1VlSlOri LOt: 19 Urilt
(Y70)Y49-U916�A�C(Y7U)Y49-L017
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Kirkpatrick Residence I 06lO1/13
Architecture Interiors Planning Add1t10n Q
A r c h i t e c t s, P C 1462 Greenhill Court,Vail, Colorado v•O�
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(Y70)Y49-U916�A�C(Y7U)Y49-L017
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H-2Q41-8 14" 9" 10" 61f4"
H-5111-8 14" 12" 13" 6114'" I� B -�-1 �� � �
H-7311-8 11" 7" 10" 5112'� G �' �
H-17191-6 13" 12" 13" 61I4" �-139�-B H-2031-8
FixWre FixYure � WattagelLamp _ �/oRtage � T
Plo. Colar Opt€ons � q
�F,��,�r� Standard(1} Inearaciescent Incandescent � �
91 {Black} 4Fixt€�re is (Fixfure is p
�������� 93{White} standard 1QI]W. s#arrdard 12aV. °
95(Dk. Grn] C�o not specify.) Do nat specify.} } �
M-'1390-8 96(Galv.} �lpg�aded Finishes � I� e �I � � �
H-21]31-8 BR47 (Rust} � I
H-2D41-B , BK01, GN20. 29,fi6,82,9a,92,94,97,99, 10�,143,1a4, c
H-5177-Ei 1D5, 1tD, 712, 173, 71A, 775, 1't7,'11$, 149, H-2041-B Fi-�i`�11-B
H-7311-B 1�0, 127, 428, 129, 133, 134, 135, 136, 11, 4
H-'�7119-B 121, 922, 123, 124, 1�5„ 126, �1,22,25,33, � R
77 89,24,44,4$,49. A �
For finish specs see pages 344-348. �
D �
H�1381-8 - 91 ORDER EXAMPLE �� c � �I � c g I
�fISE 7NfSF0I7MA7 TO 7LACE QRDEHJ �
H-7311-8 H-1T111-B
IVOtes:
{1 J For interiar fin�sh af fixture refer tv c�lor chart on pages 344-348. ,�uitdk7lB fOr f��f1'1� IDCa�IQr�.
RMT Architects
Architecture Interiors Planning
Kirkpatrick Addition 12404 Issue I 06/01/13
SPECIFICt1TION
TABLE OF CONTENTS
SECTION 01100-SUMMI�RY
SECTION 01200-PRICE AND PAYMENT PROCEDURES (SUBMITTALS REQUIRED)
SECTION 01300-ADMINISTRATIVE REQUIREMENTS
SECTION 01400-QUALITY REQUIRF�MENTS (SUBMITTALS REQUIRED)
SECTION 01420-REFERENCES
SECTION 01600—PRODUCT REQUIREMENTS
SECTION 01731 —EXECUTION AND CLOSEOUT REQUIREMENTS (SUBMITTAI.S REQUIRED)
SECTION 01732—SELECTIVE DEMOLITION
SECTION 07110—DAMPPROOFING SYSTEM
SECTION 07131 —SHEET WATERPROOFING (SUBMITTALS REQUIRED)
SECTION 07210—INSUT ATION (SUBMITTAT S RLQUIRED)
SECTION 07C20—FLIISHING�ND TRIM (SL'BMITTALS REQUIRED)
SECTION 07900—SEALANTS (SUBMITTALS REQUIRED)
SF.CTION 08550—WOOD WNDOWS (SUBMITTALS REQUIRED)
NOTE: All new work is to comply with the Town of Vail Code and 2012 International Energy Code,all requirements of
additions and remodels,construction per prescriptive path option R402.2
00000 TOC.doc 1-1
KiYkpatrick Addition 12404 Issue I 06/01/13
SECTION 01100—SUMMARY
1. UENERAL
A. SUMMARY OF WORK
1. Project: A new single family residence at 1462 Greenhill Court,Vail,CO
a. This issue: Issue I,06/01/13
b. Owner: Joan and Doug Kirkpatrick
c. Architect: RMT Architects,P. O.Box 7630,Avon,CO 81620
d. The Work consists of Contract for General Construcrion,as described in the Contract Documents.
e. Owner-Furnished Items: The following products will be furnished by Owner and shall be installed by
Contractor as part of the Work:
(i) None
£ Work Not Induded: The following will be provided by others:
(i) None
B. SECTION REQUIREMENTS
1. All work is to comply with International Energy Code 2012
a. all requirements of a Remodel and Addirion
b. Conserucrion per prescriptive path option R402.2
C. WORK RESTRICTIONS
1. Contractor s Use of Premises:
a. During construction,Contractor will have full use of site.
b. General Contractor and his sub contractors are under no ciecumstance to venture outside of this
boundary.
c. Only Owner's right to perform work or employ other contractors on portions of Project limits
contractor's use of premises.
2. PRODUCTS (Not Applicable)
3. EXECUTION (Not Applicable)
END OF SECTION 01100
01100 SUMMARY.doc Page 1 of 1
Kirkpatrick Addition 12404 Issue I 06/01/13
SECTION 01200-PRICE AND PAYM�NT PROCEDURES
1. CJENERAL
A. ALLO�`UANCES
1. General Contractor is to produce a"Schedule of Values",including a comprehensive list of
"Allowances"prior to the start of construction.
2. Submit invoices to show cost of products furnished under each allowance. Reconciliation of
Allowance amounts with actual costs will be by Change Order.
3. Include the following allowances in the Contract Sum:
(a) TBD
B. ALTERNATES
1. An alternate is an amount proposed ba bidder for certain work that may-be added to or deducted from
the Base Bid amount if Owner accepts the Alte�nate. The cost or credit for each alternate is the net
addition to or deduction from the Contract Sum to incorporate the Alternate into the Work. No other
adjustments are made to the Contract Sum.
2. The General Contractor is to provide an"Alternate Bid PYice"for the following scope of work:
(a) None
A. UNIT PRICLS
1. A unit price is an amount proposed by bidders and stated on the Bid Form for certain worl�that is
paid for per unit of ineasure. Bidders shall indicate on the Bid Form unit prices for the following items
of work:
2. All sub contractor Uids are to include unit prices for labor and materials.
3. Unit prices include all necessar5�material,plus cost for delivery,installation,insurance,applicable taxes,
overhead,and profit.
4. Changes to the Work incorporating Unit Prices will be made by Change Order.
B. CONTRACT MODIFICA7'ION PROCEDURI:S
1. On Owner's approval of a proposal from ConCractor,Architect will issue a Change Order on
AIA Document G701,for all changes to the Contract Sum or the Contract Time.
2. When Owner and Contractor disagree on the terms of a pxoposal,Architect may issue a Construcuon
Change Direcuve on AIA Document G714,instrucung Contractor to proceed with the change.
Construction Change llirective will contain a description of the chan�e and designate the method to
be followed to determine changes to the Contsact Sum ox the Contsact Time.
C. PAYMENT PROCFDURES
1. Submit a Schedule of Values at least 10 days before the first Application for Payment In Schedule of
Values,break down the Contract Sum into at least one line item for each Specificarion Section.
Correlate the Schedule of Values with Contractor's Construction Schedule.
2. Submit a PDF copy of each application for payment on AIA Document G702�703,according to the
schedule established in Owner/Contractor Agreement.
3. ror the second Application for Payment through the Application for Payment submitted at Substantial
Completion,submit partial releases of liens from each subcontractor or supplier for whom amounts
were included in the previous Applicarion for Payment.
4. Submie final Application for Payment after completion of Project closeout procedures with release of
liens and supporting documentation. Include consent of surety to final payment and insurance
certificates.
(a) Submit final meter readings for utilities,a record of stored fuel,and similar data as of the date of
Substantial Completion.
2. PRODUCTS (Not Applicable)
3. EXECUTION (Not Applicable)
E;ND OF SECTION
01200 PRICE AND PAY�ZENT PROCEDURE.doc 1-1
KiYkpatrick Addition 12404 Issue I 06/01/13
SECTION 01300-ADMINISTRATIVE REQUIREM�NTS
1. GENERAL
A. PROJECT MANAGEMENT AND COORDINATION
1. Coordinate construc�ion to ensure efficient and orderly installation of each parr of the Work.
2. Conduct progress meetings at Project site every other week or as required. Norify Owner and Architect of
meeting dates and times. Require attendance of each subcontractor or other entiry concerned with current
progress or involved with planning or coordination of future activities.
(a) General Contractor will record minutes and distribute to parties involved,including Owner and
Architects.
B. SUBMITTAL PROCEDURES
1. Coordinate each submittal with fabrication,purchasing,testing,delivery,other submittals,and related
activities that require sequenrial acriviry.
(a) No extension of the Contract Time will be authorized because of failure eo transmit submittals
enough in advance of the Work to permit processing.
(b) Architect will not accept submittals from sources other than Contractor.
(c) Identify deviations from the Contract Documents.
(d) Submit 1 paper copy and 1 PDF copy of each submittal.
2. Place a permanent label or tide block on each submittal for identification. Provide a 4-by 5-inch space on
the label or beside tide block to record review and approval markings and action taken. Include the
following information on the label:
(a) Project name.
(b) Date.
(c) Name and address of Contractor.
(d) Name and address of subcontractor or supplier.
(e) Number and urle of appropriate Specification Secuon.
3. Architect will re��iew each action submittal,mark as appropriate to indicate action taken,and return copies
less those retained. Compliance with specified reyuirements remains Contractor's responsibility.
4. Construction Schedule Submittal Proceduxe:
(a) Submit schedule prior to the Commencement of the Work. Distribute copies to Owner,Architect,
subcontractors,and parties rcquired to comply with dates.
(b) Revise the schedule after each meeting or activity�where revisions have been made. As Work
progresses,mark each bar to indicate actual completion. Distribute revised copies to Owne�,
Architect,subcontractors,and parties required to comply with dates.
2. PRODUCTS
A ACTION SUBMITTALS
1. Produce Data: Mark each copy to show applicable choices and options. Include the following:
(a) Data indicating compliance with specified standards and requirements.
(b) Notation of coordination requirements.
(c) For equipment data,include rated capacities,dimensions,weights,required clearances,and furnished
specialties and accessories.
2. Shop Drawings: Submit Project-specific information drawn to scale. Do not base Shop Dxawings on
reproductions of the Contract Documents or standard printed data. Submit 1 reproducible print and 1
blue-or black-line print on sheets at least 8-1/2 by 11 inches but no larger than 30 by 42 inches. Architect
will return the reproducible print. Include the following:
(a) Dimensions,profiles,methods of attachment,large-scale details,and other informauon,as
appropriate for the Work.
(b) Identification of products and materials.
(c) Notation of coordination requirements.
(d) Notation of dimensions established by field measurement.
3. Samples: Submit Samples firushed as specified and identical with the material proposed. Where variations
are inherent in the material,submit sufficient units to show full range of the variations. Include name of
manufacturer and product name on label.
B. INFORI�7ATION SUBMITTALS
1. Construction Schedule: Prepare a horizontal bar chart Contractor's construction schedule.
01300 ADMIN REQUIREMENTS.doc Page 1 of 2
KiYkpatrick Addition 12404 Issue I 06/01/13
(a) Provide a separate time bar for each activiry,using same breakdown of Worlc indicaeed in the
Schedule of Values,and a vertical line to idenrify the first workday of each week.
(b) Coordinate each element with other activities. Show each activity in proper sequence. Indicate
sequences necessary for compleuon of related Work.
(c) Indicate Substantial Completion and allow time for Architect's procedures necessary for certifying
Substantial Completion.
2. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product
complies with requirements.
3. EXECUTION (Not Applicable)
END OF SECTION 01300
01300 ADMIN REQUIREMENTS.doc Page 2 of 2
Kirkpatrick Addition 12404 lssue I 06/01/13
SECTION 01400-QUALITY REQUIREMENTS
1. UENERAL
A. SECTION REQUIREMENTS
1. Testing and inspecung services are required to verify compliance with requirements specified or
indicated. T`hese services do not relieve Contractor of responsibility for compliance with the
Contract Document requirements.
2. Testing and inspecting services are specified in other Sections of these Specifications or are
required by authorities having jurisdiction and shall be performed by independent tesring
agencies.
3. Owner will provide testing and inspecting services not specified to be provided by Contractor.
4. Contractor is responsible for scheduling inspections and tests and notifying testing agency.
5. Retesting and Reinspecting: Contractor shall pay for addiuonal testing and inspecung required as
a result of tests and inspections indicating noncompliance with requirements.
B. Performance and Design Criteria: Where design services or certifications by a professional engineer
are required by the Contract Documents,provide products and systems complying with specific
performance and design criteria indicated.
1. lf crieeria indicated are not sufficient to perform services or certiificadon required,submit a
written request for additional information to Architect.
2. Professional Engineer Qualifications: A profESSional engineer who is legally qualified to practice
in juriscliction where Project is located and who is experienced in providing engineering services
of the kind indicated.
C. Submittals: Testing agency shall submit a certified written report of each inspection and test to
Architect,Contractor,structural engineer,and to authorities having jurisdiction when authoxities so
direct Reports of each inspection,test,or similar service shall include the following:
1. Name,addxess,and telephone number of testing agenc�.
2. Project title and testing agency's project number.
3. Date of report and designation(mlmber).
4. Dates and locarions where samples were taken or inspections and field tests made.
5. Ambient conditions at the time of sample taking and inspecting or field tesung.
6. Names of individuals taking the sample or making the inspection or test.
7. Product and test method.
8. Inspection or test data including interpretarion of test results and comments or professional
opinion on whether inspected or tested Work complies with requirements.
9. Recommcndations on retesting or reinspection.
10. Name and signature of laboratory inspector.
D. Testing Agency Qualifications: Agencies that specialize in the types of inspections and tests to be
performed and are acceptable to authorities having jurisdiction.
E. Testing Agency Responsibilities: Testing agency shall cooperate with Architect and Contractor in
pexforming its duties and shall provide qualified personnel to perform inspections and tests.
1. Agenc�shall promptly norify Architect and Coneractor of deficiencies in the Work observed
during performance of its services.
2. Agency shall not release,revoke,alter,or enlarge requirements of the Contract Documents nor
approve or accept any portion of the Work.
3. Agency shall not perform duties of Contractor.
F. Au�liary Services: Cooperate with testing agencies and provide auxiliary services as requested,
including the following:
1. Access to the Work.
2. Incidental labor and faciliries ro assist inspecrions and tests.
3. Adequate quantities of materials for tesring,and assistance in taking samples.
4. Facilities for storing and curing test samples.
5. Securiry and protection for samples and test equipment.
2. PRODUCTS (Not Applicable)
3. EXECUTION (Not Applicable)
END OF SECTION 01400
01400 QUALITY CONTROL.doc 1-1
KiYkpatrick Addition 12404 Issue I 06/01/13
SECTION 01420-REFERENCES
PART 1 -G�NERAL
1.1 GENRAL REQUIREMENTS
A. Publication Dates: Comply with standards in effect as of date of the Contract Documents,unless otherwise
indicated.
B. Abbreviations and Acronyms: Where abbreviations and acronyms are used in Specificauons or other
Contract Documents,they shall mean the recognized name of the entities in the following list Names,
telephone numbers,and Web site addresses are subject to change and are believed to be accurate and up-to-
date as of rhe daee of the Contract Documents.
� Aluminum Association,Inc. (The) (202) 862-5100
www.aluminum.org
AABC Associated Air Balance Council (202) 737-0202
ww�v.aabchq.com
AAMA American Architectural ManufacCurers Associarion (847) 303-5664
ww�U.aamanetorg
t'�ASHTO American Association of State Highway and (202) 624-5800
Transportation Officials
www.aashto.org
ACI American Concrete Institute/ACI International (248) 848-3700
www.aci-intorg
AFPA American Forest&Paper Association
(See AF&PA)
AF&PA American Forest&Paper Association (800) 878-8878
www.afandpa.org (202) 463-2700
AGA rlmerican Gas Association (202) 824-7000
www.aga.org
AHA American Hardboard Association (847) 934-8800
www.ahardbd.org
AI Asphalt Institute (859) 288-4960
�vww.asphaltinstitute.org
AIA American Institute of Architects (The) (202) 626-7300
www.e-architect.com
AISC American Institute of Stee1 Construction,Inc. (800) 644-2400
www.aisc.org (312) 670-2400
AISI American Ison and Steel Institute (202) 452-7100
www.steel.org
AITC American Institute of Timber Construction (303) 792-9559
01420 REFERENCES.doc Page 1 of 7
KiYkpatrick Addition 12404 Issue I 06/01/13
www.aitc-glulam.org
ALSC American Lumber Standard Committee (301) 972-1700
AMCA Air Movement and Control Association International,Inc. (847) 394-0150
w°ww.amca.org
ANSI American National Standards Institute (202) 293-8020
ww�U.ansi.org
APA APA-The Engineered Wood Association (253) 565-6600
www.apawood.org
APA Architectural Precast Association (941) 454-6989
ww�Uarchprecast.org
ARI Air-Condirioning&Refrigeration Insritute (703) 524-8800
www.ari.org
ASCE American Sociery of Civil Engineers (800) 548-2723
www.asce.org (703) 295-6300
ASHRAE American Society of Heating,Refrigeraung and (800) 527-4723
Air-Conditioning Engineers (404) 636-8400
ww�U.ashrae.org
ASME ASME International (800) 843-2763
(The American Sociery of Mechanical Engineers (212) 591-7722
International)
www.asme.org
ASSE American Society of Sanitary Engineering (440) 835-3040
www.asse-plumbing.org
r1STM American Society for Testing and Materials (610) 832-9585
ww��.astm.org
AWCI AWCI International (703) 534-8300
(Association of the Wall and Ceiling Industries
Intexnational)
www.awci.org
AWI Architectural Woodwork Insritute (800) 449-8811
www.awinet.org (703) 733-0600
AWPA American Wood-Preservers'Association (817) 326-6300
www.awpa.com
AWS Amexican Welding Sociery (800) 443-9353
www.aws.org (305) 443-9353
AWWA American Water Works Association (800) 926-7337
wwwawwa.org (303) 7)4-7711
BHMA Buildexs Haxdware Manufactuxexs Association (212) 297-2122
www.buildershardwaxe.com
01420 REFERENCES.doc Page 2 of 7
KiYkpatrick Addition 12404 Issue I 06/01/13
BOCA BOCA Ineernational,Inc. (708) 799-2300
ww�U.bocai.org
CABO Council of American Building Officials
(See ICC)
CCC Carpet Cushion Council (203) 637-1312
w�z�w.carpetcushion.org
CDA Copper Development Association Inc. (800) 232-3282
www.copper.org (212) 251-7200
CFFA Chemical Fabrics&Film Association,Inc. (216) 241-7333
www.chemicalfabrics andfilm.com
CFR Code of Federal Regulations (888) 293-6498
www.access.gpo.gov�nara�cfr (202) 512-1530
CISCA Ceilings&Interior Systems Construction Association (630) 584-1919
www.cisca.org
CISPI Cast Iron Soil Pipe Insutute (423) 892-0137
�vw�U.cispi.org
CRD Army Corps of�ngineers (601) 634-2355
CRD Standards
www.wesarmv.mil
CRI Carpet and Rug Institute (The) (800) 882-8846
www.caspet-rug.com (706) 278-3176
CRSI Concxete Reinforcing Steel Insritute (847) 517-1200
www.crsi.org
CSA CSA International (800) 463-6727
(Formerly: IAS-Internarional Approval Services) (416) 747-4000
www.iasapprovals.org
CSSB Cedar Shake&Shingle Bureau (604) 820-7700
www.cedaxbureau.org
DHI Door and Hardware Institute (703) 222-2010
w�v��.dhi.org
DOC Department of Commerce (202) 482-2000
www.docgov
DOD Department of Defense (215) 697-6257
DOD Specificarions and Standards
http://astimage.daps.dla.mil/online/
EIA�TIA Electronic Industries�1liance�Telecommunications Industry (703) 907-7500
Association
www.eia.org
EIMA EIFS Industxy Members Association (800) 294-3462
www.eifsfacts.com (770) 968-7945
01420 REFERENCES.doc Page 3 of 7
KiYkpatrick Addition 12404 Issue I 06/01/13
FPA Environmental Protection Agency (202) 260-2090
www.epa.gov
FDA Food and Drug Administration (888) 463-6332
w°ww.fda.gov
FMG FM Global (401) 275-3000
(Formerly: FM-Factory Mutual System)
www.fmgloUal.com
FS Federal Specification
Available from Defense Automated Printing Service (215) 697-6257
//astimage.daps.dla.mil/online
Available from General Services Administration (202) 619-8925
w�v�U.fss.gsa.gov/pub/fed-specs.cfm
Available from National Institute of Building Sciences (202) 289-7800
www.nibs.org
GA Gypsum Association (202) 289-5440
ww�U.gypsum.org
GANA Glass Association of North America (785) 271-0208
(Formerly: FGMA-Flat Glass Marketing Association)
www.gla s sweU s ite.com/gana
HI Hydraulic Institute (888) 78C-7744
www.pumps.oxg (973) 267-9700
HPVA Hardwood Ply�vood&Veneer Association (703) 435-2900
www.hpva.org
HUD Department of Housing and Urban Development (202) 708-1112
www.hud.g�v
IAS International Approval Services
(See CSA International)
ICC International Code Council (703) 931-4533
(Formerly: CABO-Council of American Building Officials)
www.inticode.org
ICBO International Conference of Building Officials (800)284-4406
www.icbo.org (562) 699-0541
ICEA Insulated Cable Engineers Associarion,Inc. (508) 394-4424
www.icea.net
IEEE Institute of Electrical and Electronics Engineers,Inc. (The) (212) 419-7900
www.ieee.ors
IESNA Illuminating Engineering Society of North America(The) (212) 248-5000
www.iesna.otg
01420 REFERENCES.doc Page 4 of 7
KiYkpatrick Addition 12404 Issue I 06/01/13
IGCC Insulating Glass Cereification Council (315) 646-2234
ww�U.igcc.org
ITS Intertek Testing Services (800) 345-3851
www.itsglobal.com (607) 753-6711
KCMA Kitchen Cabinet Manufacturers Association (703) 264-1690
ww�U.kcma.org
LMA Laminating Materials Association (201) 664-2700
(Formerly: ALA-American Laminators Association)
ww�v.lma.org
LPI Lightning Protection Institute (800) 488-6864
ww�U.lightning.org (847) 577-7200
MBMA Metal Building Manufacturers Association (216) 241-7333
ww�U.mbma.com
MFMr1 Maple Flooring Manufacturers Association (847) 480-9138
www.maplefloor.org
ML/SFA Metal Lath/Steel rraming Association
(See SSMA)
MSS Manufacturers Standardization Society of The Valve and (703) 281-6613
Fittings Industrp,Inc.
www.mss-hq.com
NEBB Nauonal Environmental Balancing Bureau (301) 977-3C98
www.nebb.org
NECA National Electrical Contractors Association (301) 657-3110
www.necanetorg
NeLMA Northeastern Lumber Manufacturers'Associarion (207) 829-6901
www.nelma.or�
NEMA National Electsical Manufactuxexs Association (703) 841-3200
www.nema.org
NETA International Electrical Testing Associadon (303) 697-8441
ww�U.netaworld.org
NFPA Nauonal Fire Protection Association (800) 344-3555
www.nfpa.org (617) 770-3000
NFRC National Fenestsation Rating Council (301) 589-6372
www.nfrc.oxg
NLGA National Lumber Grades Authoriry (604) 524-2393
www.nlga.org
NOFMA National Oak Flooring Manufacturers Associauon (901) 526-5016
www.nofma.org
NRCA National Roofing Contractors Association (800) 323-9545
01420 REFERENCES.doc Page 5 of 7
KiYkpatrick Addition 12404 Issue I 06/01/13
www.nrca.net (847) 299-9070
NSF NSF International (800) 673-6275
(National Sanitation Foundation International) (734) 769-8010
www.ns£org
N��X/DA National Wood Window and Door Association
(See WDMA)
PCI Precast�Prestressed Concrete Institute (312) 786-0300
www.pci.org
PDCA Painting and Decoraring Contractors of America (800) 332-7322
www.pdca.c�m (703) 359-0826
RCSC Research Council on Structural Connections (800) 644-2400
c/o AISC (312) 670-2400
www.boltcouncil.org
RNfA Rubber Manufacturers Association (800) 220-7620
www.rma.org (202) 682-4800
SDI Steel Deck Institute (84�462-1930
wwu�.sdi.org
SDI Steel Door Insritute (440) 899-0010
www.steeldoor.org
SIGMA Sealed Insulating Glass Manufacturers Association (312) 644-6610
www.sigmaonline.org/sigma
SJI Steel Joist Institute (843) 626-1995
wwwsteeljoistorg
SMACNA Sheet Metal and rlir Conditioning Contractors'National Association (703) 803-2980
ww�U.smacna.org
SPIB Southern Pine Inspection Bureau(The) (850) 434-2611
www.spib.org
SPRI SPRI (781) 444-0242
(Single Ply Roofing Institute)
www.spri.org
SBCCI Southern Building Code Con�ess International,Inc. (205) 591-1853
www.sbcci.or�
SSl�1A Steel Stud Manufacturers Association (312) 456-5590
(Formerly: ML�SFA-Metal Lath�Steel Framing flssociation)
www.ssma.com
SSPC SSPC: The Sociery for Protecdve Coatings (800) 837-8303
www.sspc.org (412) 281-2331
STI Steel Tank Institute (847) 438-8265
www.s teeltank.com
01420 REFERENCES.doc Page 6 of 7
KiYkpatrick Addition 12404 Issue I 06/01/13
TCA Tile Council of America,Inc. (864) 646-8453
ww�U.tileusa.com
TFS Texas Forest Service (409) 639-8180
Forest Products Laboratory
//�forestservice.tamu.edu
TPI Truss Plate Institute (608) 833-5900
UBC Uniform Building Code
(See: International Conference of Building Officials)
UL Underwriters Laboratories Inc. (800) 704-4050
www.ul.com (847) 272-8E00
WCLIB West Coast Lumber Inspection Bureau (800) 283-1486
www.wclib.org (503) 639-0651
WCMA Window Covering Manufacturers Association (212) 661-4261
(Formerly: AWCMA-American��lindow Covering Manufacturcrs
Association)
www.windowc overings.org
WDMA `Y/indow&Door Manufacturers Association (800) 223-2301
(Formerly: NWWDA-National Wood Window and Door Association) (847) 299-5200
www.wdma.com
WIC Woodwork Institute of California (916) 372-9943
www.wicnet.org
WMMPA Wood Molding&Millwork Producers Association (800) 550-7889
www.wmmpa.com (530) 661-9591
WWPA VG'estern Wood Products Association (503) 224-3930
www.wwpa.org
PART 2-PRODUCTS (Not Applicable)
PART 3-EXECUTION (Not Applicable)
END OT SECTION 01420
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SECTION 01600—PRODUCT RF,QUIREMENTS
1. GENERAL
A. SECTION REQUIREMENTS
1. Provide produces of same kind from a single source. The term "product"includes the terms "material,"
"equipment," "system,"and similar terms.
2. Product Substitutions: Substitutions include products and methods of construction differing from that
required by the Contract Documents and proposed by Contractor after award of the Contract.
a. Submit A PDF copy of each request for product subsutution.
b. Submit requests within 90 days after signing the Contract.
c. Submit requests in time to permit processing of request and subsequent submittals,if any,sufficiently
in advance of when materials are required in the Work. Do not submit unapproved substitutions on
Shop Drawings or other submittals.
d. Identify product to be replaced and provide complete documentation showing compliance of
proposed substitution with applicable requirements. Include a full comparison with the specified
product,a list of changes to other Work required to accommodate the substiturion,and any proposed
changes in the Contract Sum or the Contract Time should the substituuon be accepted.
e. Architect will review the proposed substituuon and notify Contractor of its acceptance or rejection.
3. Comparable Product Submittal:
a. Submit four copies of each request for approval of products as comparable to basis-of-design
products. Submit requests in time to permit processing of request and subsequent submittals,if any,
sufficiently in advance of when materials are required in the Work. Do not submit unapproved
products on Shop Drawings or other submittals.
b. Identify product to be replaced and provide complete documentation showing compliance of
proposed product with applicable requirements. Include a full comparison with the specified product.
c. Architect will review the proposed product and no�ify Contractor of its acceptance or rejection.
4. Deliver,store,and handle products using means and methods that will prevent damage,deterioration,and
loss,including theft. Comply with manufacturer's wxitten instxuctions.
a. Schedule deliver�to minimize long-term storage at Ptoject site and to prevent ovexcrowding of
construcrion spaces.
b. Deliver products to Project site in manufacturer's original sealed container or packaging,complete
with labels and instructions for handling,storing,unpacking,protecting,and installing.
c. Inspect products on deli�rery�to ensure compliance with the Contract Documents and to ensure that
products are undamaged and properly�protected.
d. Store materials in a manner that will not endanger Project structure.
e. Stoxe pxoducts that are subject to damage by the elements,under cover in a weather tight enclosure
above ground,with venrilation adequate to prevent condensarion.
2. PRODUCTS
A. PRODUCT OPTIONS
1. Provide products that comply with the Contract Documents,are undamaged,and are new at the time of
installation.
2. Pxovide products complete with accessories,trim,finish,and other devices and components needed for a
complete installation and the intended use and effect.
B. Select products to complj�with all of the following that are applicable:
1. Where only a single product or manufacturer is named,provide the item indicated. No substieurions will
be permitted.
2. Where two or more products or manufacturers are named,provide one of the items indicated. No
substitutions will be permitted.
3. Where products or manufacturers are specified by name,accompanied by the term"available products"or
"available manufacturers," provide one of the named items or comply with provisions for"comparable
product" to obtain approval for use of an unnamed product or manufacturer.
4. Where a single product is named as the"basis-of-design" together with the names of other manufacturers,
provide the named product or comply wirh provisions for"comparable product submiteal" to obtain
approval for use of a product of onc of the other named manufacturers.
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5. Where a single product is named as ehe"basis-of-design" and no other manufacturers are named,provide
the named product or comply with provisions for"comparable product submittal" to obtain approval for
use of a product of another manufacturer.
6. Where a product is described with required characteristics,provide a product that complies with those
characteristics.
7. Where compliance with performance requirements is specified,provide products that comply and are
recommended in writing by the manufacturer for the application.
8. Where compliance with codes,regulations,or standards,is speci£ted,select a product that complies with
the codes,regulations,or standards referenced.
C. Unless otl�erwise indicated,Architect wi11 select color,pattern,and texture of each product from
manufacturer's full range of options that includes both standard and premium items.
3. EXECUTION (Not Applicable)
END OT SECTION 01600
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SECTION 01731 —EX�CUTION AND CLOSEOUT REQUIREMENTS
1. GENERAL
A. CLOSEOUT SUBMITTALS
1. Record Drawin�s: Maintain a set of the Contract Drawings as Record Drawings. Mark to show
installation that varies from the Work originally shown.
2. Operation and Maintenance Data: Organize data into three-ring binders with identiflcation on front and
spine of each binder and pocket folders for folded sheet information. . Include the following:
(a) Manufacturer's operation and maintenance brochures
(b) Emergency instructions
(c) Spare parts list
(d) Wiring dia�Q,rams
(e) Copies of warranties
2. PRODUCTS (Not Applicable)
3. EXECUTION
A. EXAlVIINATION AND PREPARATION
1. Examine substrates and conditions for compliance with manufacturer.'s written requirements including,
but not limited to,surfaces that are sound,level,plumb,smooth,clean,and free of deleterious substances;
substrates within installarion tolerances;and applicarion condirions within environmental limits. Proceed
with installation only after unsatisfactory conditions have been corrected.
2. Verify layout information shown on Drawings,in relarion to propert��survey and existing benchmarks,
before laying out the Work.
3. Prepare substrates and adjoining suxfaces according to manufacturer's written insteuctions,including,but
not limited to,filler and primer application.
4. Take field measurements as required to fit the Work properly. Where fabricated products are to be fitted
to other construction,verify dimensions by field measurement before fabricating and,when possible,allow
for fitring and tximming during installation.
B. CU'I'TING AND Pf1TCHING
1. Do not cut structural members or operational elements without prior written approval of Architect.
2. For patching,provide materials whose installed performance will equal or surpass that of exisring
materials. For exposed surfaces,provide or finish materials to visually match e�sting adjacent surfaces to
the fullest extent possible.
C. IN STALLATI ON
1. Comply with manufacturex's written instructions for installation. Anchor each product secuxely in place,
accurately located and aligned. Clean exposed surfaces and protect from damage. If applicable,prepare
surfaces for field finishing.
2. Clean Project site and work areas daily,including common areas.
D. FINAL CLEANING
1. Clean each surface or item as follows before requesting inspection for certification of Substantial
Completion:
(a) Remove labels that are not permanent.
(b) Clean transparent materials,including mirrors. Remove excess glazing compounds. Replace chipped
or brolcen glass.
(c) Clean exposed finishes to a dust-free condition,free of stains, films,and foreign substances. Leave
concrete floors broom clean.
(d) Vacuum carpeted surfaces and wax resilient flooring.
(e) Wipe surfaces of inechanical and electrical equipment. Remove excess lubrication. Clean plumbing
fixtures. Clean li�ht fixtures and lamps.
(� Clean the site. Sweep paved areas;remove stains,spills,and foreign deposits. Rake grounds to a
smooth,even-textured surface.
E. CLOSEOUT PROCEDURES
1. Substantial Completion: Before requesting Substantial Completion inspection,complete the following:
(a) Advise Owner of pending insurance changeover requirements.
(b) Submit specific warranties,maintenance agreements,and similar documents.
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(c) Obtain and submit releases permitdng Owner unrestricted use of the Work and access to services and
uziliries. Include occupancy permits,operating cerrificates,and similar releases.
(d) Submit Record Drawings,operation and maintenance manuals,properry surveys,and similar final
record information.
(e) Deliver tools,spare parts,extra materials,and similar items.
(� Changeover locks and transmit keys to Owner.
(g) Complete startup testing of systems and instruction of operation and maintenance personnel.
(h) Remove temporary facilities and contxols.
(i) Advise Owner of changeover information related to Owner's occupancy,peration,and maintenance.
(j) Complete final cleaning requirements,including touchup painting.
(k) Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.
2. On rcceipt of a request for inspection,Architect will proceed with inspection or advise Contractor of
unfulfilled requirements. Architect will prepare the Certificate of Substantial Compleuon after inspection
or advise Contractor of items that must be completed or corrected before the certificate will be issued.
3. Request inspection for certification of Final Completion,once the following are complete:
(a) Submit a copy of Substantial Completion inspection list stating that each item has been completed or
otherwise resolved for acceptance.
(b) Instruct Owner's personnel in operation,adjustment,and maintenance of products,equipment,and
systems.
4. Architect will reinspect the Work on receipt of notice that the Work has been complered.
(a) On completion of reinspection,Architect will prepare a final Certificate for Payment. If the Work is
incomplete,Architect will advise Contractor of the Work that is incomplete or obligauons that have
not yet been fulfilled.
F. DEMONSTRATION AND TRAINING
1. Provide experienced instructors for each piece of equipment that requires operation and maintenance to
provide instrucrion to Owner's pexsonnel. Include a detailed xeview of the following:
(a) Include instruction for system design and operational philosophy,review of documentation,
operations,adjustments,troubleshooting,maintenance,and repair.
END OF SECTION 01700
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SECTION 01732—STT ECTIVE DEMOI,ITION
1. GENERAL
A. SECTION REQUIREMENTS
1) Unless otherwise indicated,demolished materials become Contractor s property. Remove from Project
siYe.
2) Comply with FPA regulations and disposal regulations of authorities having jurisdiction.
3) Comply with Boulder Counry Building Code Amendments,effective January 1,2011,IECC Chapter 8
Deconstruction
4) It is not expected that hazardous materials will be encountered in the Work. If materials suspected of
containing hazardous materials are encountered,do not disturb;immediately notify Architect and Owner.
Hazardous materials will be removed by Owner.
2. PRODUCTS (NOT APPT ICABLE)
3. EXECUTION
A. DEMOLITION
1) Maintain and protect e�sting utilities to remain in service before proceeding with demolition.
2) Locate,identify,shut off,disconnect,and cap off utility services to be demolished.
3) Conduct demolition operations and remove debris to prevent injury to people and damage to adjacent
buildings and site improvements.
4) Provide and maintain shoring,bracing,or structural support to preserve building stabiliry and prevent
movement,settlement,or collapse.
5) Promptly rcmove demolished materials from Owner's property and legally dispose of them. Do not burn
demolished materials.
END OF SECTION 01732
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SECTION 07110—DAMPPROOFING SYSTEM
1. UENERAL
A. SECTION REQUIREMENTS
1) Submittals: none required
2. PRODUCTS
A. DANIPPROOI'ING SYSTEM(WR1)
1) TUFF-N-DRI,Koch Waterproofing Solution,Inc. Or Equivalent
B. Bituminous Dampproofing
1) Hot-Applied Asphale Dampproofing: ASTM D 449,Type I.
C. Filter Fabric,drainage blanket,&protection board
1) 3/4"WARM-N-DRIO Foundation Board
3. EXECUTION
A. INSTr1LLATION
1) Comply with manufacturer.'s written recommendations unless more stringent requirements are indicated or
required by Project conditions to ensure satisfactory performance of dampproofing.
2) Clean substrates of projections and substances detrimental eo work;fill voids,seal joints,and apply bond
breakers if an}�,as recommended by prime material manufacturer.
3) Select applicable locarions from three paragraphs below.
4) Apply dampproofing to footings and foundation walls where opposite side of wall faces building interior.
Apply from finished-grade line to top of footing;e�tend over top of footing,and down a minimum of 6
inches over outside face of fooung.
5) Install flashings at corners,changes in plane,construction joints,and cracks,by embedding an 8-inch-
wide strip of asphalt-coated glass fabric in a heavy coat of dampproofing. Dampproofing coat requixed
for embedding fabric is in addition to other coats required.
6) Provide hot-applied asphalt dampproofing. Prime masonry and othex porous substrates. Apply one coat
by mopping or spraying.
END OF SECTION 07110
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SECTION 07131 —COMPOSITE SHEET W1ITLRPROOFING
1. GENERAL
A. SECTION REQUIREMENTS
1. Submit Product Data.
2. Installer shall be certified by waterproofing manufacturer.
2. PRODUCTS
A. WATERPROOFING MATERIALS
1. For sloped roofing system
(a) (WP-2) Sheet Membrane waterproofing: Grace Ice and Water Shield,by W.R. Grace&Co.-Conn.
Or equivalent.
2. Auxiliary Materials:Include all manufactures recommended materials for complete installation where
necessary to include but not limited to:Primer,sheet flashing,liquid membrane,patching membrane,and
liquid mastics
3. EXECUTION
A. INSTr1LLATION
1. Install WP-2 on all roof/wall intersecuons a minimum of 24 inch up vertical surface.
2. Install WP-2 on all walls at grade.Utilize a 36-inch roll and overlap WP-1 by 12 inches,and sea1.
3. Clean,prepare,and treat substrate. Rout and fill joints and cracks in subsuate.
4. Prepare,prime,and treat inside and outside corners,terminations,penetrations,drains,and rotrusions.
5. Ptime substrate and allow to dry.
6. Apply and firmlj�adhere self-adhering composite shect Accuratel��align sheets and maintain uniform laps.
Overlap and seal seams and stagger end laps a minimum of 3 inches to ensure watertighmess.
7. Run membrane a minimum of 3C inches up any vertical surface at intersections of sloped roof and vertical
walls,concrete foundauon walls and exterior wood framed walls,sloped decks and vertical exterior walls.
8. Repair and patch tears,voids,and lapped seams in waterproofing. Slit and flatten fishmouths and blistexs.
9. Install pxotection course over waterpxoofing membrane using tape ox adhesive.
10. Place and secure drainage panels to substrate without penetrating waterproofing. Lap edges and ends of
geotexrile.
11. Protect waterproofing from damage and wear during applicarion and remainder of construction period.
END OF SECTION 07131
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SECTION 07210-BUILDING INSULATION AND AIR V11POR Br1RRIER
1. GENERAL
A. Section requirements
1) Submittals: Product Data
2) Submit alternate pricing per SECTION 01200—Price and Payment Procedures
B. Surface-Burning Characteristics: ASTM E 84,and as follows:
1) Flame-Spread Index: 25 or less where exposed;otherwise 75 or less,and Smoke-developed Index: of 450
OY I�SS.
C. Air sealing and insulation testing
1) Testing Per The International Energy Code 2012/The Town of Vail
a. During construction The building or dwelling unit shall be tested and verified as having an air leakage
rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in
Climaee Zones 3 through 8.Tesring shall be conduceed with a blower door at a pressure of 0.2 inches
w.g. (50 Pascals).Where required by the code official,testing shall be conducted by an approved third
part�r. A written report of the results of the test shall be signed by the party conducting the test and
provided to the code official. Testing shall be performed at any time after creation of all penetrations
of the building thermal envelope.
(i) During testing:
(i) Exterior windows and doors, fireplace and stove doors shall he closed, but not sealed,
beyond the intended weather stripping or other infiltration control measures;
(ii) Dampers including exhaust,intake, makeup air,back draft and flue dampers shall be closed,
but not sealed beyond intended infiltration control measures;
(iii) Interior doors,if installed at the time of the test,shall be open:
(iv) Exterior doors for conunuous ventilation systems and heat recovery ventilators shall be
closed and sealed:
(v) Heating and cooling systems,if installed at the time of the test. shall be turned off;and
(vi) Supply and return registexs,if installed at the time of the test,shall be fully open
2. PRODUCTS
A. Insulation Products
1) Mineral-Fiber-Blanket Insulation: ASTM C 665,Type III,Class A,foil-scrim-kraft,foil-scrim,or foil-
scrim-polyethylene vapor-retarder membrane on one face with fibers manufactured fxom glass,slag wool,
or rock wool,with flame-spread index of 25 or less.Installation per RESNET grade 1 standards.
2) Air Vapor Barrier:Ty��ek Home Wrap,by Dupont,or equivalent
3. LXECUTION
n. All New or Modified exterior walls (except above)
1) R-21:Mineral-Fiber-Blanket Insulation
2) Air Vapor Barrier:Ty�ek Home Wrap,by Dupont Or equivalent.
B. All New or Modified Roof or flat ceilings.
1) R-54:Mineral-Fiber-Blanket Insulation
C. All New or Modified Floors over unheated/insulated space.
1) R-30:Mineral-Tiber-Blanket Insulation (or insulated sufficient to fill caviry,R-19 min.)
D. All New Basement walls
1) R-19:Mineral-Fiber-Blanlcet Insularion
E. New or Modified Interior partition walls and suspended floors, to create noise separation from: mechanical
rooms, laundry rooms,garage, and bed and bathroom suites (vertical spaces only for Bedroom and Bathroom
suites).
1) R-11:Mineral-Fiber-Blanket Insulation:
END OT SECTION 07210
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SECTION 07620-SHEET M�TAL FI.ASHING AND TRIM
1. GENERAL
A. SECTION REQUIREMENTS
1. Submittals: Product Data and Samples.
2. Comply with SMACNA's "Architectural Sheet Metal Manual." Conform to dimensions and profiles
shown unless more stringent requirements are indicated.
3. Coordinate installation of sheet metal flashing and trim with interfacing and adjoining construction to
provide a leakproof,secure,and noncorrosive inseallation.
2. PRODUCTS
A. SHEET METAL
1. Aluminum Sheet: AST�7 B 20),Alloy 3003,3004,3105,or 5005,temper suitable for forming and
structural performance required,but not less than H14;not less than 0.032 inch thick;and finished as
follows:
(a) Fluoropolymer 2-Coat System: Manufacturer's standard system with topcoat containing not less than
70 percent polyvinylidene fluoride resin by weight complying with AAMA 2604.
B. FLASHING AND TRIM
1. Refer to SMACNA's"Architectural Sheet Metal Manual"and NRCA's "The NRCA Roofing and
Waterproofing Manual" for recommendations for profiles,thicknesses,fastenings,and installation of
flashing.
2. Fabricate sheet metal flashing and tsim to comply with recommendations of SMACNA's "Architectural
Sheet Metal Manual"that apply to the design,dimensions,metal,and other characteristics of the item
indicated.
3. Flashing and trim to include but not limited to:
(a) Aluminum
(i) Door and window flashings.
(ii) Stone and siding flashings.
(ui) Wall vent and louver flashings.
(iv) Deck penetrations and areas adjacent to material or change in plane.
(v) for all roofmg system
(vi) All necessary roof flashings and trim per manufactures recommendations.
C. 11CCESSORI�S
1. General: Provide materials and types of fasteners,solder,welding rods,protective coatings,separators,
sealants,and other miscellaneous items as required for complete sheet metal flashing and trim installation.
2. Butyl Sealant: ASTM C 1311,solvent-release rype,for expansion joints with limited movement.
3. Asphalt Mastic: SSPGPaint 12,asbestos free, solvent type.
4. Roofing Cement: ASTM D 4586,Type I,asbestos free,asphalt based.
5. Slip Sheet: Rosin-sized paper,minimum 3 lb/100 sq. ft.
3. r�XI;CUTION
A. INSTALLATION
1. Comply with SMACNA's "Architectural Sheet Metal Manual." Allow for thermal expansion;set true to
line and level. Install Work with laps,joints,and seams permanenCly watertight and weatherproof;conceal
fasteners where possible.
2. Roof-Edge Flashings: Secure metal flashings at roof edges according to FMG Loss Prevention Data
Sheet 1-49 for specified wind zone.
3. Sealed Joints: Form non-expansion,but movable,joints in metal to accommodate elastomeric sealant to
comply with SMACNA standards.
4. Fabricate nonmoving seams in sheet metal with flat-lod�seams.
5. Separation: Separate non-compatible metals or corrosive substrates with a coating of asphalt mastic or
other permanent separation.
END OF SECTION 07620
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SECTION 07900—SEALANTS
1. UENERAL
A. SECTION REQUIREMENTS
1) Sealants and joint backing
B. RELATED SECTIONS
1) Section 08800-Glazing: Glazing sealants and accessories
2) Section 09260-Gypsum Board Assemblies: Acoustic sealant
3) Section 09300-Tile: Sealant used as tile grout
C. REFFRENCES
1) ASTM C 834-Standard Specification for Latex Sealants;2000
2) ASTM C 919-Standard Practice for Use of Sealants in Acoustical Applications;2002
3) ASTM C 920-Standard Specification for Elastomeric Joint Sealants;2002
4) ASTM C 1193-Standard Guide for Use of Joint Sealants;2005
5) ASTM D 1667-Standard Specification fox Flexible Cellulax Materials--Vinyl Chloride Polymers and
Copolymers (Closed-Cell Foam); 1997
6) BAAQMD 8-51 -Bay Area 11ir Quality Management DistricC Regula�ion 8,Rule 51,Adhesive and Sealant
Products;ww�U.baaqmd.gov;current edition
7) SCAQMD 1168-South Coast Air Qualiry Management District Rule No.1168;current edition;
www.aqmd.gov.
D. SUBI�IITTALS
1) See Section 01300-Administrative Requirements,for submittal procedures
2) Samples: Submit two samples,6 inch in size illustrating sealant coloxs for selection
E. QUAI.ITY ASSURANCE
1) Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section
with minimum five years documented experience
2) Applicator Qualifications: Company specializing in performing the work of this section with minimum 5
years experiencc
F. MOCK-UP
1) Provide mock-up of sealant joints in conjunction with window and wall under provisions of Section 01400
2) Construct mock-up with specified sealant types and with other components noted
3) Locate where directed
4) Mock-up may remain as parr of the Work
G. LNVIRONMENTAL R�QUIREMENTS
1) maintain temperature and humidity recommended by the sealant manufacturer during and after installation
2. PRODUCTS
A. SEALANTS
1) Sealants and Primers-General: Provide only products having lower volatile organic compound (VOC)
content than required by the more stringent of the South Coast Air Quality Management District Rule
No.1168 and the Bay Area Air Quality Management District Regulation 8,Rule 51
a. Type 1 -General Purpose Fxterior Sealanr. Polyurethane;ASTM C 920,Grade NS,Class 25,Uses M,
G,and A;single component
(i) Color: Custom colors matching finished surfaces
(ii) Applications: Use for:
(i) Control,expansion,and soft joints in masonry
(ii) Joints between concrete and other materials
(iii) Joints between metal frames and other materials
(iv) Other exterior joints for which no other sealant is indicated
b. Type 2-I3xterior Metal Lap Joint Sealant: Butyl or polyisobutylene,nondrying,nonskinning,
noncuring
(i) Applications: Use for:
(i) Concealed sealant bead in sheet metal work
c. Type 3-General Purpose Interior Sealant: Acrylic emulsion latex;ASTM C 834,Type OP,Grade
NF single component,paintable
(i) Color: Standard colors matching finished surfaces
(ii) Applicarions: Use for:
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KiYkpatrick Addition 12404 Issue I 06/01/13
(i) Interior wall and ceiling control joints
(ii) Joints between door and window frames and wall surfaces
(iii) Other interior joints for which no other type of sealant is indicated
d. Type 4-Bathtub/Tile Sealant: White silicone;ASTM C 920,Uses I,M and A;single component,
mildew resistant
(i) Applications: Use for:
(i) Joints between plumbing fixtures and floor and wall surfaces
(u) Joints between kitchen and bath countertops and wall surfaces
e. Type S-Acoustical Sealanr. Butyl or acrylic sealant ASTM C 920,Grade NS,Class 12-1�2,Uses M
and A;single component,solvent release curing,non-skinning
(i) Applications: Use for concealed locations only:
(i) Sealant bead between top of gypsum wall board and ceiling and between bottom of g5�psum
wall board and floor
f. Type 6-Acrylic Sealant: ASTM C 920,Grade NS,Class 12-1/2,Uses NT,M,A,O;single
component,solvent curing,non-staining,non-bleeding,non-sagging
(i) Color: Standard colors matching finished surfaces
(ii) Service Temperature Range: -13 to 180 degrees F
(iii) Shore A Hardness Range: 25 to SO
g. TS�pe 7 -Buryl Sealant: ASTM C 920,Grade NS,Class 12-1/2,Uses NT,M,A,G,O;single
component,solvent release,non-skinning,non-sagging
(i) Color: Standard colors matching finished surfaces
(u) Movement Capability: Plus and minus 12-1/2 percent
B. ACCESSORIES
1) Primer: Non-staining type,recommended by sealant manufacturer to suit application
2) Joint Cleaner: Non-corrosive and non-staining type,recommended by sealant manufacturer;compatible
with joint forming materials
3) Joint Backing: Round foam rod compatible with sealant;ASTM D 1667,closed cell PVC;oversized 30 to
50 percent larger than joint width
4) Bond Breaker: Pressure sensiuve tape recommended by sealant manufactuxer to suit application
3. EXECUTION
A. EXAMINATION
1) Verify that substrate surfaces and joint openings are ready to receive work
2) Verify that joint bacldng and release tapes are comparible with sealant
B. PREPARATION
1) Remove loose materials and foreign matter which might impair adhesion of sealant
2) Clean and prime joints in accordance with manufacturer's instructions
3) Perform preparation in accordance with manufacturer's instructions and ASTM C 1193
4) Protect elements surrounding the work of this section from damage or disfigurement
C. INSTALLATI ON
1) Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and
material installarion instructions
2) Perform installation in accordance with ASTM C 1193
3) Perform acoustical sealant application work in accordance with ASTM C 919
4) Measure joint dimensions and size joint backers to achieve width-to-depth ratio,neck dimension,and
surface bond area as recommended by manufacturer
5) Install bond breaker where joint backing is not used
6) lnstall sealant free of air pockets,foreign embedded matter,ridges,and sags
7) Apply sealant within recommended applicarion eemperature ranges. Consult manufacturer when sealant
cannot be applied within these temperature ranges
8) Tool joints concave
D. CLEANINCG
1) Clean adjacent soiled surfaces
E. PROTECTION OF FINISHED WORK
1) Protect sealants until cured
END OF SECTION
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SECTION 08550-WOOD WINDOWS
1. UENERAL
A. SECTION REQUIREMENTS
1) Submittals:
a. Manufactures product Data
b. Shop Drawings
c. Color Samples
2) Qualiry Standard: Comply with AAMA/NWWDA 101/I.S.2.
2. PRODUCTS
A. WOOD WINDOWS
1) Aluminum clad,Custom Wood Windows by JeldWen,with AuraLast,or equivalent
a. Color:Match E�sting
b. Species: Stain quality Pine
c. Hardware:Maxch Existing
d. Glazing: 1 inch insulated,7/8 SDT units with clear,low-e coating on 3ri surface
e. Screens:all operable units
f. U-Factor: All exterior windows must meet a U-Factor no grater then 032 U per International
Energy Code 2012,Fenestration U-Factor.
B. WOOD DOORS
1) Aluminum clad,Custom Wood Doors by Je1dW'en,with AuraLast,or equivalent.
a. Color:1�latch Existing
b. Species: Stain quality Pine w/jamb extensions (see details)
c. Hardware:Match E�sting
d. Glazing: 1 inch insulated,7/8 SDL units with clear,low-e coating on 3rd surface
e. U-Factor: All exterior doors must meet a U-Factor no grater then 0.32 U per Internauonal Ener�ry
Code 2012,Fenestrarion U-Factor
3. EXECUTION
A. INSTr�,LATION
1) Set units level,plumb,and true to line,without warp or rack of frames and panels and anchor securely in
place.
2) Set sill members in bed of sealant or wirh gaskets,as indicated,eo provide weather-right construcrion.
3) Adjust operating panels,screens,and hardware for smooth operation and weather-tight closure. Lubricate
hardware and moving parts.
END OF SECTION 08550
08550 WOOD WINDOWS.doc Page 1 of 1
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SUBSOILSTUDY
FOR FOUNDATION DESIGN
PROPOSED ADDITION
HIRKPATRICK RESIDENCE
LOT 19A, GLEN LYON SUBDIVISION
1462 GREENI3ILL COURT
VAIL, COLORADO
JOB NO. 112 301A
NOVEMBER 30, 2012
PREPARED FOR:
JOAN AND DOUGLAS KIRKPATRICK
48 HYDE PARK CIRCLE
DENVER, COLORADO 80209
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TABLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY .. . . . . .. . . .. . ... .. .. ... ... .. .. . .. ... .. . ... . . . .... . .. .. . .. .. ...... ...... . . 1 -
PROPOSED CONSTRUCTION.... . .... . . . .. . .. . ... . .. .. . .. ... .. .. . .. ........ . ... . . . .... . .. .. . .. .. ... ... ...... . - 1 -
SITECONDITIONS.. . . ... . .. .. ... .. . . ... . . . .. . . . .. . . . ... . ... .. ... ... .. .. . .. ....... . . ... . . . .... . .. .. . .. .. ... ... ...... . - 2 -
GEOLOGICCONDITIONS .. ... .. ..... ... . . ... .. .... . ... .. .. .. .... .. ... .. .. ... . . ... . . . .. .. . .. . .. .. .. .. . ... ...... . - 2 -
FIELDEXPLORATION . .. . . .. .. . ... .... ... . . .. . .. .. .. .. . . .. .. .. .... .. ... .. .. ... . .... . . . .... ... ... .. .. .. .... .... .. . - 2 _
SUBSURFACE CONDITIONS ... . ... ... . . .. ... .. . . . .. . .. .. . . .... .. ..... .. ... . .... . . . ... .. ... .. .. . . .. .. .. . ...... - 3 -
FOLTNDATION BEARING CONDITIONS . . . .. . .. .. . . .... .. . .. . ... .... . ... . . . ... .. ... .. ... ... .. .... . . ... - 3 -
DESIGN RECOMMENDATIONS . . ... .... . .. .. . . ... . .. .. .. .... .. . .. ... . .... .... . .. . ..... .. ... .. .. . .. .. .. .. .. . - 4 -
FOUNDATIONS . .. .. .. .. .. . . .. ... .. ... .. . ... . . ... .. .... . . .. .. ... ... . . ... .. . ... . . . ... . . . ... . . . .. . .. .. .. .. .. .. . .. .. .. - 4 -
FOUNDATION AND RETAINING WALLS .. . . . ... .. .. . .. ... . .... ....... . .... . . .. .. . ... ..... .... .. . - 5 -
FLOORSLABS ... .... .. .. .. . . .. . . . .. ... .. . .. . . . ... .. .... . . .. .. ...... .. ... .. . ..... ... . . . . .... .. .. . .. . .. .. . .. .. .. .. ... - 6 -
LTNDERDRAINSI'STEM.. . .. ..... . ... ..... .. . . . . ... . .. . .. ... .. .. . .. . .. ..... ..... .. . . .... . .. .. . .. ...... . ..... . - 7 -
SITEGRADING ....... .... . . .. .. . . . ... .. . .. . . . ... .. .... . . .. .. . .. ... .. ... ... ..... ... .. . . . ... .. ... .. . .. .. . .. .... .. .. . - 7 -
SURFACEDRAINAGE .. . .. . .. .... . ........ .. . .. . . .... .. . .. ..... .. . .. . .. ..... ... .... . . ..... ... .. .. .. .... . .. .. .. - 8 -
LIMITATIONS . ... ... .. ... .. ... .. . ... .. ..... . ... .... . .. .. . . . .. . .. . .. ..... ... ... .. .. . . . ... ... .. . .. . .. . .. .. . .. . .. .... .. .. . - 8 -
FIGURE 1 - LOCATION OF EXPLORATORY BORING
FIGURE 2 - LOG OF EXPLORATORY BORING
FIGURE 3 - LEGEND AND NOTES
FIGURES 4, 5 AND 6 - SWELL-CONSOLIDATION TEST RESULTS
TABLE 1 - SUMMARY OF LABORATORY TEST RESULTS
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for a proposed addition to the
Kirkpatrick residence 16cated at 1462 Greenhill Court, Lot 19A, Glen Lyon Subdivision,
Vail, Colorado. The project site is shown on Figure 1 . The purpose of the study was to
develop recommendations for the foundation design. The study was conducted in
accordance with our proposal for geotechnical engineering services to Joan and Douglas
Kirkpatrick dated August 23, 2012.
A field exploration program consisting of an exploratory boring was conducted to obtain
information on the subsurface conditions. Samples of the subsoils obtained during the
field exploration were tested in the laboratory to determine their classification,
compressibility or swell and other engineering characteristics. The results ofthe field
exploration and laboratory testing were analyzed to develop recommendations for
foundation types, depths and allowable pressures for the proposed building foundation.
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 the subsurface conditions encountered.
PROPOSED CONSTRUCTION
The existing residence is the northern unit of a duplex residence structure. The proposed
addition will be a two-story structure attached to the east (uplrill) side of the residence and
cut into the hillside with the ground floor at the lower level ofthe residence. Ground
floars will be slab-on-grade. Grading for the addition is expected to be relatively minor
with cut depths up to about 10 to 12 feet. We assume relatively light foundation loadings,
typical ofthe proposed type ofconstruction.
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 report.
Job No. 112 301A GeCPt@Ch
- 2 -
SITE CONDITIONS
The site is occupied by a 2-story duplex residence structure with a lower level that
daylights to the northwest. Vegetation consists of grass and weeds with landscape bushed
and trees. The site is located on a northwest facing hillside and the ground surface slopes
down at a grade of about 20 to 25 percent immediately uphill of the building area. The
addition area is gently sloping from prior site development grading.
GEOLOGIC CONDITIONS
The site is located on a large alluvial fan that is shown to have moderate hazard debris
flow according to the official Town of Vail maps of geologic hazards adopted October
17, 2000.
FIELD EXPLORATION
The field exploration for the project was conducted on September 21 , 2012. One
exploratory boring was drilled off of the northwest corner of the residence approximately
as shown on Figure 1 to evaluate the subswface conditions. There was no practical
access to a drill rig in the proposed addition area due to the sloping terrain and an existing
deck on the north side of the residence. The boring was advanced with 4 inch diameter
continuous flight augers powered by a truck-mounted CME 45B drill rig. The boring was
logged by a representative of Hepworth-Pawlak Geotechnical, Inc.
Samples of the subsoils were taken with a 2 inch I.D. spoon sampler. The sampler was
driven into the subsoils at various depths with blows from a 140 pound hamuier falling 30
inches. This test is similar to the standard penetration test described by ASTM Method
D- 1586. The penetration resistance values are an indication ofthe relative density or
consistency of the subsoils. Depths at which the samples were taken and the penetration
resistance values are shown on the Log of Exploratory Boring, Figure 2. The samples
were returned to our laboratory for review by the project engineer and testing.
Job No. 1 ]2 301A GecPtGCh
- 3 -
SUBSURFACE CONDITIONS
A graphic log of the subsurface conditions encountered at the site is shown on Figure 2.
The subsoils consist ofabout lt/z feet oftopsoil overlying medium dense, silty clayey
sand with gravel and scattered cobbles to the drilled depth of 20 feet. It has been our
experience in this area that the alluvial fan soils are relatively deep, become more rocky
with depth and overlie shale, sandstone and limestone ofthe Mintum Formation.
Laboratory testing performed on samples obtained from the boring included natural
moisture content, density and percent finer than sand size gradation analyses. Results of
swell-consolidation testing performed on relatively undisturbed drive samples, presented
on Figures 4, 5 and 6 indicate low to moderate wmpressibility under light loading and
generally moderate collapse (settlement under constant load) when wetted and high
compressibility under additional loading. The laboratory test results are summarized in
Table 1 .
No free water was encountered in the boring at the time of drilling and the subsoils were
slightly moist.
FOUNDATION BEARING CONDITIONS
The alluvial fan soils encountered at the site are compressible under light loading, mainly
�
when wetted and could result in settlement of shallow foundations and building distress.
r A basement level would help to reduce the potential for wetting the bearing soils from
shallow surface water sources. A deep foundation such as micro-piles, helical piers or
screw piles that extend down to relatively incompressible material could be used to
reduce the settlement potential. Presented below are recommendations for a shallow
spread footing foundation with precautions to keep the bearing soils dry provided the risk
of distress is acceptable to the owner. If a deep foundation is proposed, we should be
contacted for further subsurface exploration, evaluation and recommendations.
Job No. ll2 301A . C�PteCh
- 4 -
DESIGN RECOMMENDATIONS
FOUNDATIONS
Considering the subsurface conditions encountered in the exploratory boring and the
nature ofthe proposed construction, the building addition can be founded with spread
footings bearing on the natural granular soils below topsoil and existing building backfill.
The soils could tend to compress when wetted and precautions should be taken to prevent
wetting below the building.
The design and construction criteria presented below should be observed for a spread
footing foundation system.
1 ) Footings placed on the undisturbed natural granular soils should be
designed for an allowable beazing pressure of 1 ,200 psf. Based on
experience, we expect initial settlement of footings designed and
constructed as discussed in this section will be about 1 inch or less. There
could be on the order of 1 inch ofadditional settlement ifthe bearing soils
are wetted, depending on depth ofwetting. The settlements will be
differential to the existing building that should be considered in the design.
2) The footings should have a minimum width of 18 inches for continuous
walls and 2 feet for isolated pads.
3) 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 48 inches below exterior grade is
typically used in this area.
4) Continuous foundation walls should be reinforced top and bottom to span
local anomalies such as by assmning an unsupported length of at least 14
feet. Foundation walls acting as retaining structures should also be
designed to resist lateral earth pressures as discussed in the "Foundation
and Retaining Walls" section ofthis report.
5) The topsoil, existing fill and any loose or disturbed soils should be
removed and the footing bearing level extended down to the firm natural
Job No. ll2 301A C�PtGCh
- 5 -
granular soils. The exposed soils in footing area should then be moistened
to near optimum and compacted. Ifwater seepage is encountered 'm
footing areas, we should be contacted for additional evaluation.
6) A representative ofthe 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 at least 55 pcf
for backfill consisting of the on-site granular soils. Cantilevered retaining structures
which are sepazate from the duplex 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 of an equivalent fluid unit weight of at least 45 pcf for backfill
consisting of the on-site granular soils.
All foundation and retaining structures should be designed for appropriate hydrostatic and
surcharge pressures such as adjacent footings, traffiq construction materials and
equipment. The pressures recommended above assume drained conditions 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
retaining structure. An underdrain should be provided to prevent hydrostatic pressure
buildup behind walls.
Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum
standard Proctor density at near optimum moisture content. 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 the wall, 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 distress to facilities constructed on the backfill.
� Jab No. ll2 301 A C'�ecPteCh
- 6 -
The lateral resistance of foundation or retaining wall footings will be a combination ofthe
sliding resistance of the 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 0.45. Passive pressure of compacted
backfill against the sides ofthe footings can be calculated using an equivalent fluid unit
weight of 350 pcf. The coefficient of friction and passive pressure values recommended
above assume ultimate soil strength. Suitable factors of safety should be included in the
design to limit the strain which will occur at the ultimate strength, particularly in the case
ofpassive resistance. Fill placed against the sides ofthe footings to resist lateral loads
should be compacted to at least 95% of the maximum standard Proctor density at near
optimum moisture content.
FLOORSLABS
The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-
on-grade construction. There could be some potential for settlement ifthe bearing soils
are wetted. To reduce the efFects of some differential movement, floor slabs should be
separated from all bearing walls and columns with expansion joints which allow
unrestrained vertical movement. Floor slab control joints should be used to reduce
damage due to shrinkage cracking. The requirements for joint spacing and slab
reinforcement should be established by the designer based on experience and the intended
slab use. A minimum 4 inch layer of free-draining gravel should be placed beneath
basement level slabs to facilitate drainage. This material should consist ofminus 2 inch
aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No.
200 sieve.
All fill materials for support of floor slabs should be compacted to at least 95% of
maximum standard Proctor density at near optimum moisture content. Required fill can
consist of the on-site granular soils devoid of vegetation, topsoil and oversized rock.
Job No. I 12 301A � C�UPtGCh
- � -
iJNDERDRAIN SYSTEM
Although free water was not encountered during our exploration, it has been our
experience in mountainous areas that local perched groundwater can develop during times
of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can also
create a perched condition. We recommend below-grade construction, such as retaining
walls and basement areas, be protected from wetting and hydrostatic pressure buildup by
an underdrain system.
The drains should consist of drainpipe placed in the bottom of the wall backfill
surrounded above the invert level with free-draining granular material. The drain should
be placed at each level of excavation and at least 1 foot below lowest adjacent finish
grade and sloped at a minimum 1 % to a suitable gravity outlet or a sump where the water
can be collected and pumped. 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 backfill should be at
least 1 %z feet deep. An impervious membrane such as 30 mil PVC liner could be placed
below the drain to help prevent wetting below the building. The feasibility of connecting
the addition drain into the existing building foundation drain should be evaluated at the
time of construction.
SITE GRADING
The risk of construction-induced slope instability at the site appears low provided cut and
fill depths are limited. We assume that cut and fill depths for the lower level will not
exceed about 10 to 12 feet. Embankment fills should be compacted to at least 95% ofthe
maximum standard Proctor density near optimum moisture content. Prior to fill
placement, the subgrade should be carefully prepared by removing all vegetation and
topsoi] and compacting to at least 95% of the maximum standazd Proctor density. The fill
should be benched into the portions ofthe hillside exceeding 20% grade.
Permanent unretained cut and fill slopes should be graded at 2 horizontal to 1 vertical or
flatter and protected against erosion by revegetation or other means. Potential debris flow
Job No. 112 301A C�(�tGCh
- 8 -
impact will be from across Greenhill Court and on-site grading should direct potential
flow down Greenhill Court and around the building on Lot 19A. The grad'mg should be
designed by a civil engineer. We should review site grading plans for the project prior to
construction.
SURFACE DRAINAGE
Developing positive surface drainage away from the addition will be critical to keeping
the bearing soils dry. The following drainage precautions should be observed during
construction and maintained at all times after the addition has been completed:
1 ) Inundation ofthe foundation excavations and underslab areas should be
avoided during construction.
2) Exterior backfill should be adjusted to near optunum moisture and
compacted to at least 95% of the maximum standard Proctor density in
pavement and slab areas and to at least 90% of the maximum standard
Proctor density in landscape areas.
3) The ground surface surrounding the exterior of the building should be
sloped to drain away from the foundation in all directions. We
recommend a minimum siope of 12 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 at least 2 feet ofthe on-
site soils to reduce surface water infiltration.
4) Roof downspouts and drains should discharge well beyond the limits of all
backfill.
5) Landscape that requires regular heavy irrigation and sprinkler heads
should not be located within 10 feet of the building foundation.
Consideration should be given to use of xeriscape azound the addition to
help prevent wetting from landscape irrigation.
LIMITATIONS
This study has been conducted in accordance with generally accepted geotechnical
engineering principles and practices in this area at this time. We make no warranty either
. Job No. 112 301A GGCPtECh
- 9 -
express or implied. The conclusions and recommendations submitted in this report are
based upon the data obtained from the exploratory boring drilled at the location indicated
on Figure 1, the proposed type of construction and our e�cperience in the area. Our
services do not include determining the presence, prevention or possibility of mold or
other biological contaminants (MOBC) developing in the future. If the client is
concerned about MOBC, then a professional in this special field ofpractice should be
consulted. Our fmdings include extrapolation ofthe subsurface conditions identified at
the exploratory boring and variations in the subsurface conditions may not become
evident until excavation is performed. If conditions encountered during construction
appear different from those described in this report, we should be notified so that re-
evaluation of the recommendations may be made.
This report has been prepared for the exclusive use by our client for design purposes. We
are not responsible far technical interpretations by others of our information. As the
project evolves, we should provide continued consultation and field services during
constnxction to review and monitor the implementation of our rewmmendations, and to
verify that the recommendations have been appropriately interpreted. Significant design
changes may require additional analysis or inodifications to the recommendations
presented herein. We recominend on-site observation of excavations and foundation
bearing strata ancl testing of structaral fill by a representative of the geotechnical
engineer.
Respectfully Submitted,
HEPWORTH - PAWLA �� AL, INC.
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�� ��,,s�A • �
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Steven L. Pawlak, P. ; � �a22 , :*
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Reviewed by: "'"�s � ,'
`f'l�• �ONAL�;: O
9lf OF CO���P�
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SLP/ksw
cc: RMT Architects—Attn: au Miller (paul(cr�rmtarchitects com)
KRM Consultants—AYtn: Tim Heimum (tiinna lcrmconsultanYs com)
Job No. ll2 301A GC�C.P)tGCh
� _�
- --- � �
BUILDING SETBACK LINE
• I
BORING 1
EXISTING I
GARAGE
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- - - , 1
EXISTING � I
RESIDENCE I
1462 GREENHILL COURT EXISTING �
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APPROXIMATE SCALE
1 " = 15'
H
112 301A ��"� LOCATION OF EXPLORATORY BORING Figure 1
HEPWORTN�PAWLAK GEOTECXNICAL
BORING 1
ELEV. = 8112'
� 0
7s/i2
wc=�.s
5 DD=81
-200=42 5
27/12
10 WC=S.a 10
DD=102
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p 36/12 �
15 p
15
11/12
20 WC=5.4 20
DD=109
25 25
NOTE: Explanation of symbols is shown on Figure 3.
112 301A �i�� ��7j�,p� LOG OF EXPLORATORY BORING Figure 2
HEPWORTFI�P_`-" Y\�C�CAI.
LEGEND:
� TOPSOIL; organic silty clayey sand, moist, dark brown.
� SAND (SM-SC) ; silty, clayey, scattered gravel and small cobbles, medium dense, slightly moist, brown, low
plastic fines.
� Relatively undisturbed drive sample; 2-inch I.D. California liner sample.
� 9�12 Drive sample blow count; indicates that 19 blows of a 140 pound hammer falling 30 inches were
required to drive the California sampler 12 inches.
NOTES:
1 . The exploratory boring was drilled on September 21 , 2012 with a 4-inch diameter continuous flight power auger.
2. Location of the exploratory boring was measured approximately by pacing from features shown on the site plan
provided.
3. The exploratory boring elevation was estimated from the contours on the site plan provided. Boring log is drawn to
depth.
4. The exploratory boring location and elevation should be considered accurate only to the degree implied by the
method used.
5. The lines between materials shown on the exploratory boring log represent the approximate boundaries between
material iypes and transitions may be gradual.
6. No free water was encountered in the boring at the time of drilling. Fluctuation in water level may occur with time.
7. Laboratory Testing Results:
WC = Water Content (%)
DD = Dry Density (pc�
-200 = Percent passing No. 200 sieve
H
112 301A �"�1eCh LEGEND AND NOTES Figure 3
HEPWORTH•PAWLAK GEOTECHNICAL
Moisture Content = 7.5 percent
Dry Density = 81 pcf
Sample of: Very Silty Clayey Sand
From: Boring 1 at 3 Feet
0
2
Compression
upon
0 4 wetting
c
0
.N
� 6
Q
E
0
U
8
10
12
14
16
18
20
o.� to i o i o0
APPLIED PRESSURE - ksf
H
112 301A Ch SWELL-CONSOLIDATION TEST RESULTS Figure 4
HEPWORTH-PAWLAKGEOTECXNICAL
Moisture Content = 5.4 percent
Dry Density = 102 pcf
Sample of: Siliy Clayey Sand with Gravel
From: Boring 1 at 9 Feet
0
1
Compression
upon
o p wetting
C
O
.�
� 3
o.
E
0
U
4
5
6
7
8
9
0.1 1 .0 10 100
APPLIED PRESSURE - ksf
112 301A ^_y�,—
�7GV6@CI'� SWELL-CONSOLIDATION TEST RESULTS Figure 5
HEPWORTH�PAWLqK GEOTECXNICAL
Moisture Content = 5.4 percent
Dry Densiiy = 109 pcf
Sample of: Silty Clayey Sand with Gravel
From: Boring 1 at 19 Feet
0
7
Compression
upon
e 2 wetting
c
0
.N
� 3
a
E
0
U
4
5
6
7
8
9
10
o.i to io 700
APPLIED PRESSURE - ksf
H
112 301A Ch SWELL-CONSOLIDATION TEST RESULTS Figure 6
HEPWORTH�PAWLqK GEOTECMNICAL
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HEPWORTH-PAWI_AK GEOTECNNiCAL ;�,,�: 970-945-8�}i4
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January 17, 2013
Revised February 8, 2013
Joan and Douglas Kn�kpatrick
48 Hyde Park Circle
Denver, Colorado 80209
dh'mk c�aol.com
Job No. 112 301B
Subject: Debris Flow and Flood Risk Review, Proposed Addition to Residence, Lot
19A, Glen Lyon Subdivision, 1462 Greenhill Court, Unit A, Vail Colorado
Dear Mr. and Mr. Kirkpatrick:
As requested, we have preformed a debris flow and flood risk review for the proposed
addition to your residence at the subject site. This report smmnarizes our evaluation and
presents our findings. The services were supplemental to our agreement for professional
services to you dated August 23, 2012. We previously perfarmed a subsoil study for
foundation design of the addition and presented our findings in a report dated November
30, 2012, Job No. 112 301A.
SCOPE OF STUDY
The purpose of the review was to assess if the proposed addition will increase the debris
flow and flood risk to the existing duplex unit and other existing residences and
infrastructure in the vicinity of Lot 19A. Our evaluation was based on a field
reconnaissance on January, 2, 2013, review of published regional debris flow and flood
inforination, aerial photograph interpretations and our experience in the area.
SUMMARY OF FINDINGS
The proposed addition to Unit A should not increase the existing moderate debris flow
and flood risk to the existing duplex building on Lot 19A or other buildings on the fan in
the vicinity of Lot 19A. Our findings are discussed in more detail below.
PROPOSED DEVELOPMENT
It is our understanding that you plan to build an addition to the duplex residential Unit A
at 1462 Greenhill Court. The addition will be a two-story structure on the east (uphill)
side of the existing building as shown on Figure 2. The existing duplex is a two-story
wood frame structure and the addition will also be a wood frame structure with concrete
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Joan and Douglas Kirkpatrick
January 17, 2013
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foundation. If the proposed addition changes significantly from that described above, we
should be notified to evaluate ifthe information presented in this report should be revised.
PROJECT SITE CONDITIONS
The project site location is shown on Figwes 1 and 2. The site is located in the Glen
Lyon Subdivision part of Vail uphill and to the southeast of Gore Creek as shown on
Figure 1 . Topography in the project area is shown by the contour lines on Figure 2. Lot
19A is on the upper part of a debris flow and flood (hyperconcentrated flow) fan that has
a slope of around 20 percent in the vicinity of Lot 19A. The lot is located about 640 feet
down hill of the fan head. About 100 feet to the south of Lot 19A, the fan transitions to
very steep hillside terrain with slopes of around 60 percent. Other duplexes and single
family residences are located on most of the nearby lots in the subdivision. Vegetation on
the fan is primarily aspen trees, some conifer trees and a brush and grass understory
internuxed with open grass meadows. Vegetation on the steep hillside to the southeast of
the fan is a mixed aspen and conifer forest with a grass and brush understory.
DEBRIS FLOW AND FLOOD CHARACTER
The fan at the subdivision and other post-glacial fans in the Vail area are largely formed
by sediment deposition associated with debris flows and floods (hyperconcentrated
flows). Hyperconcentrated flows differ from clear water floods by their higher sediment
concentrations as described by O'Brien and Julien (1985). Clear water flows usually
have sediment concentrations by volume (Cv) of less than 20 percent. Hyperconcentrated
flow with sediment concentrations between Cv 20 and Cv 45 are referred to as debris
floods and hyperconcentrated flow with sediment concentration between Cv 45 and Cv 65
percent are refened to as debris flows O'Brien and Julien ( 1985). In addition to water,
soil and rock, hyperconcentrated flow incorporates brush, logs and other organic debris in
the flows. Hyperconcentrated flows in the Vail area and elsewhere in western Colorado
have been triggered by unusually intense thunderstorms and unusually heavy and rapid
snowpack melt. Parts of Vail were impacted by significant snowpack melt
hyperconcentrated flows in mid and late May 1984 (Mears, 1984). Hyperconcentrated
flow did not occur on the fan at the project site during the 1984 flow events.
Drainage Basin: The drainage basin up slope ofthe fan at Lot 19A is steep and has the
characteristics of a basin that can produce both debris flows and debris floods. The basin
covers about 160 acres and has an average slope of 30 percent along the longest flow line
between the fan head and top of the basin. About seventy percent of the basin area has
slopes steeper than 30 percent. The basin roughness coefFicient (Melton's number) is
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0.77. Vegetation over most ofthe basin is a mixed aspen and conifer forest with a grass
and brush understory. The forest has been cut in some parts ofthe upper basin for ski
runs and the ski runs have a grass ground cover.
Fan: The fan down slope ofthe drainage basin at Lot 19A wvers about 27 acres and has
an average slope of 17 percent. The fan developed after the late Pleistocene, Pinedale-age
Gore Creek valley glacier retreated up valley about 16,800 f 300 wsmogenic years ago
(Benson and Others, 2005).
DEBRIS FLOW AND FLOOD HAZARD ZONES
Moderate and high debris flow and flood (hyperconcentrated flow) hazard zones are
present on the fan in the project vicinity as show on Figure 2. The existing duplex
building and proposed addition on Lot 19A are in a moderate hazard zone. The hazard
zones shown on Figure 2 are similar to those on the official Town of Vail's Debris Flow
Hazard Map (2000) but have been modified to account for development since the map
was compiled. The Town of Vail's 2000 Debris Flow Hazard Map is based on an earlier
study by Mears (1984). Mears (1984) describes a moderate debris fZow hazard area as
areas that can experience property damage through flooding, erosion and impact of
muddy water, soil, rock and debris.
DEBRIS FLOW AND FLOOD RECURRANCE AND RISK
The fan at the project site was formed mostly by sediments deposited by debris flows and
floods (hyperconcentrated flows) during about the past 16,800 years. Historic
hyperconcentrated flows have not occurred at the project site but historic flows have
occurred on similar fans in the Vail area. This indicates that the fan at the project site is
probably still active and future hyperconcentrated flow should be expected. Without long
term observations it is not possible to estimate statistical recurrence times for future
hyperconcentrated flow with a high level of confidence. The likelihood that a
hyperconcentrated flow will reach the existing duplex unit and the proposed addition
during a reasonable exposure time may be unlikely but this is uncertain. If a
hyperconcentrated flow were to reach the existing duplex building and the addition, the
flow would likely result in damage to the building, the addition and landscaping as the
result of impact pressures and the deposition of mud and debris. There is little risk of
harm to people in the building. The addition should not increase the existing risk to
nearby building and infrastructures.
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Joan and Douglas Kirkpatrick
January 17, 2013
Page 4
If the risk described above in not acceptable to you then mitigation to reduce the risk
should be considered. Site grading and surface drainage recommendations are discussed
in our previous subsoi] study report for the building addition.
LIMITATIONS
This study was conducted according to generally accepted engineering geology principles
and practices in this area, at this tiine. We make no warranry either express or implied.
The infarmation presented in this report is based on our field observations, aerial
photograph interpretations, published regional information, the proposed development
discussed in this report and our experience. This report has been prepared exclusively for
our client Yo evaluate the potential debris flow and flood risk to the existing duplex
building and the proposed addition. We are not responsible for technical interpretations
by others of our information.
If there are any questions, please contact us.
Respectfully Submitted,
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
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Ralph G. Mock
Engineering Geologist
Reviewed by:
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attachments Figure 1 - Project S�te�,ocation
Figure 2 - Debris Flow and Flood Risk Zones on Fan
ec: RMT Architects—Attn: Paul Miller (paul axmtaarchitects.com)
KRM Consultants—Attn: Tim Hennum(tun(cr�krmconsultants.com)
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REFERENCES
Benson, L. and Others, 2005, NewData for Late Pleistocene Pinedale Alpine Glaciations
from Southwestern Colorado: Quaternary Science Review V. 25, p. 49-65.
Mears, A. I., 1984, Debris-Flow and Debris-Avalanche Hazard Analysis: Prepared for the
Town of Vail, Colorado (November, 1984).
O' Brien, J. S. and Julien, P. Y., 1985, Physical Properties and Mechanics of
Hyperconcentrated Sediment Flow: Proceedings ASCE Specialty Conference on
the Delineation of Landslides, Flash Floods and Debris Flow Hazards in Utah:
Utah Water Reseazch Laboratory, University ofUtah at Logan, Utah, p. 260 to
279.
Town of Vail, 2000, Official Debris FlowHazard Map, Town of Vail: Prepazed by the
Town of Vail, Vail, Colorado (Adopted by the Town Council on October 17,
2000).
Job No. 112 301B
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