HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 5 LOT 7 VAIL ROW HOUSES PROJECT MANUAL CONSTRUCTION LEGAL/U lilofu"f,tfun I
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SHEPHERD RESOURCES INC / AIA
POST OFFICE BOX I624
AVO N COLORADO 8 ]620
T970 949 3302 Fq70 949 5 t1l
WWW.SRIARCH I TECT.CO I.1
HUGHES RESIDENCE
ROWHOUSE #7
303 GORE CREEK DRIVE
VAIL, COLOMDO
PROJECT MANUAL
CONSTRUCTION
April22,2004
RECEIVED
P1AY 1 :i ?!!4
siEf;K & ASSOC., tNC"
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HUGHES RESIDENCE
STRUCTUML ENGINEER
Monroe & Newell Engineers, Inc.
POBox 1597
A€n, CO 8.1620
(o)em9497768
(q 970969 4054
SOILS ENGINEER
Koechlein Consulting Engineers
12364 West Alameda Padoray, Suite 135
l-akewood, Co 80228
(o) 303 9ri9 1223
(F) 303 989 0204
PROJECT- DIRECTORY
HUGHES RESIDENCE
ROWHOUSE #7
303 GORECREEKDRIVE
VAIL, COLOMDO
# 0305
ARCHITECT
Sheoherd Resources, Inc.
37347 US Highway 6, Suite 102
P,O. Box 1624
Avon CO 81620
(o) 970 949 3307
(F) 970 949 stzl
GENEMLCONTMCIOR
Beck Building Company
POBox 4030
Vail, Co 8l 658
(o) 970 949 lB00
(F) 970 949 4335
030s
LANDSCAPE ARCHITECT
David Beadle
5543 BitterbLrh Way
l-oveland, CO 80537
(o)970 663 4170
(F) e70 663 ss29
INTERIOR FIXED FINISHES
Design Project, Inc.
1067 Country Road 127
Glenwood Springs, Co 8 l60l
(o) e70 384 00e2
(D 970 384 00e3
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Shephend Resources, Inc. AIA Page I Project Directory
Construction 422-04
Project Directory (l page)
General lnformation (3 page$
Division
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0 t045
0 r300
0 t370
0 t500
0 r545
0 r520
0 r530
0 r700
0 t7l0
0r730
HUGHES RESIDENCE
Proj. No.0305
PROJECT AND DETAIL MANUAL
TABLE OF CONTENTS
Scope crf the Work
Change Order Procedure
Cutting & Patching
Submittals, Samples, Shop Drawings, Product Data
Schedules of Values
Temporary Facilities & Controls
Contractors Use of the Premises
Storage & Protection
Product Ootions & Substitutions
Contract Closeout
Cleaning
Operation and Maintenance Data
Building Demolition
Clearing
Grading
Excavating, Bacldlling & Compacting
Trenching, Backfi lling & Compacting
Water Distribution System
Gas Distribution System
Roof & Foundation Dninage
Sanitary Sewerage System
Landscape lrrigation
Trees, Plants & Ground Cover
L Building Code Review (lRC 2003)ll. Soils Information
lll. Examination of Site and Documents
lV. Explanation of Addenda
V. Rejection of Bids
V. Starting and Completion
Vll. Local Jurisdiction & Authority
Vlll. General Conditions
lX. Construction Staging and Parking
| - General Construction Requrremens
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DMsion 2 - SiteWork
02050
02rt0
022 t0
07720
0222t \.,, .02660 'a- .,
0268s
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02730
028t1
029s0
Shepherd Resources, lnc. AIA Page I Table of ContenE
Construction- 04-22-04
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HUGHES RESIDENCE
TABLE OF CONTENTS
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Division 3 - Concrete
0330s
03375
035 r0
035 r6
Division 4 - Masonry
042 r0
04220
04256
04450
04450-A
Division 5 - Metals
0s r20
05720
Division 6 - Woods & Plastrcs
06 r00
06 r81
06 t95
06200
064 t5
064 r5-A
Cast- | n- Place Concrete (lncluding Formwork & Rei nforcement)
Concrete Sealing
Concrete Topping
Precast Concrete Pavers
Brick Masonry
Concrete Unit Masonry
Mechanically Supported Stone Veneer
Stone, Marble and Granite
Stone, Marble, Granite and Tile Schedule
Structural Steel
Decorative Metal
Rough Carpentry
Glue-Laminated Structural Unils
Prefubricated Wood Beams & Joists
Finish Carpentrry
Prefinished Cabinets & Buih-ins
Cabinet Hardware Schedule
Division 7 - Thermal & Moisture Protection
07 il0
07 r50
07r60
07240
073t3
07600
07920
Sheet Membrane Waterproofi ng
Bituminous Dampproofi ng
Building Insulation & Vapor Banier' , " Cementitious Stucco Systemt..f Wood Shake Roofing\ '. . Flashing & Sheet Metal{' Sealants & Caulking
Division 8 - Doors & \Mndows
08210 Wood Doors08510 Steel Wndows08620 Clad Wood \Mndorrus and Doors
0871 | Finish Hardware
08800 Glazing
ILLER
Shepherd Resources, Inc. AIA Page 2 Table of Contents
Construction- 04-77-04
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TABLE OF CONTENTS
Division 9 - Finishes
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09260
093 r0
09560
0968 |
09900
Division l0 - Speciahies
r030s
r0820-4
r0830
DMsion I l- Equipment
il r30
I t450
| 1450-4
Division 15 - Mechanical
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Division 15 - Electrical
r 5.01
Duiflfid&
Metal Stud System
Gypsum Wdlboard System
Ceramk Tile
Wood Flooring
Carpeting (with pad)
Painting
Fireplaces
Bath Accessories Schedule
Electric Shades
Audio Vsual Equipment (design/build)
Apptiances
Appliance Schedule
General Plumbing System (DesignlBuild)
Heating, Ventilating & Humidifi cation System (Design/Build)
Plumbing Fitting Schedule
Plumbing Fixture Schedule
Electrical System
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Sfrepherd Resources, Inc. AIA Page 3 Table of Contents
Construction- 04-72-04
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GENEML INFORMATION
a
I r. BU|LD|NG CODE REVTEW(tRC 2003)
I o' o"uf.13,ET;o.nr,
rownhome
J B. Basic Allowable Building Heights and Basic Allowable Floor Area
f l. TypeofConstructionisTypeV-N
2. Allowable Height and Area:
I R3 Occupancy 2 stories plus a basement 2735 SF GRFA
I 3. Fire suppression system, Yes -sprinkled
n ll. SOILS INFORMATTON
I- A. The structunl drawings as prepared by Monroe & Newell Engineers, lnc. are designed for a
t maximum soil design pressure of 2,000 p.s.f. based report as prepared by lntermountain
I Engineering, LTD, prepared for the construction on unit 64 on the date of August 25, | 98 | ,
which is on file atthe Town of Vail.
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I B. Once the site excavation has begun, the contractor shall engage Koechlein Consufting Engineerst to observe the excavation. fu dp* pit inspection by aGeotechnical Engineer is to eccur and a
t Subsoil Stu$ for Foundation Design Report is to be generded and issued to structurat engineerI for review.t
I ll. EXAt'4tNATtoN oF strEAND DocuMENTSI
A. Each bid der shall examine and be fully familiar with the provisions of the Permit Documents, any
addenda and the general and local requirements of the contract and all other matters which can in
any way effect the work or the costs thereof.
B. Each bidder shall carefully examine the existing premises and she to acquaint themsehres with:l. Any and all difficulties that may be encountered in the complete execution of all work in
accordance with the Permit Docunents.
2. Placing, handling and removal of materials and equipment.3. Facilities for delivering and storing, parking at the she, site usage, etc^4. Actual conditions.
5. Means ofapproach.
C. Each bidder shall thoroughty review the Permit Documents and report any Discrepancies,
Inconsistencies, Ambiguities, Errors, and etc., to the owner/Architect upon discovery. Any
interpretation, correction, or additional in{ormation will be issued as an Addendum by the
ArchitecVOwner.
D. The bidder, if awarded the contract, will not be allowed any extra compensation by reason of any
matter or thing conceming which such bidder might have fully informed himself prior to bidding.
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Shepherd Resources, Inc. AIA Page I General Information
Construction- 04-22-Ut
HUGHES RESIDENCE 0305
GENEML INFORMATION
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E. No plea of ignorance of conditions that exist, or of any other relevant matter conceming the work
to be perfurmed in the execution of the work will be accepted as an excuse for any failure or
omissions on the part of the Contractor to fulfill every detail of all the requirements of the Permit
Documents goveming the wo*.
E(PLANATION OFADDENDA
A. Any verbal inf ormation obtained from any individual at the time of examination of the plans and
specifications, existing premises or site shall not be construed as in any way amending the Permit
Documents.
B. Only such interpretations, corrections, or additional information which is 'rssued in writing as an
Addendum by the Architecty'Olner shall become a part of the Permit Documents'
REJECION OF B|DS
A. Bids may be evaluated on both cost and schedule.
B. The Orvner reserves and has the right to rejea any or all bids, of waiving formalities and or
awarding any bid, all as it may deem to be for the best interest of the Owner,
C. Until a formal contract is prepared and executed, the Bid Proposal shall constitute a binding
contract between both parties.
D. Coordination of the items stated u being Design/Build will be handled with the Ovner, SRl, the
General Contractor and Sub contractors.
STARTI NG AN D COM PLETION
A. Constructio n shall commence on April 12,2004 and must be completed (O,vner can move into
the building) by December J 3, 2004.
B. Substantial completion shall be as defined in Article 8 of the General Conditions for Construct'ron'
VII. LOCALJURISDICTIONANDAUTHORITY
A. The Contractor a nd Subcontractors are hereby given notice ofthe existence of special
requirements relating to construction activities in Vail as adopted by and available from Town of
Vail Building Department. lt is the Eole responsibility of the Contractor aM Sr,rbcontractors to make
themselves familiar with all requirements contaned therein. The abow-mentioned jurisdictions
have requirements which govern construction activities and products within Vail and it is also the
sole responsibility of ihe Contractor and Subcontractors to make themselves familiar with these
requirements.
General lnformation
Construction- 04-22-04
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Shepherd Resources, Inc. AIA Page 2
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HUGHES RESIDENCE 030s
GENERAT INFORI.'4ATION
GENEML CONDITIONS
A. The 'GENEML CONDITIONS OF THE CONTPIACT FOR CONSTRLJCTION'AlA
Document A20l , issued by the American Insthute of Architects 1987 edition, and it's Supplements
if any, relates directly to the Work of this Project and is hereby made a part of the Contract as
though fully contained in these Specifications.
B. The Contractor and Subcontractor are hereby specifically directed as a condition of the Contract
to obtain the necessary number of copies of AIA Document A20 | , to acquaint themselves with
the Articles contained herein.
C. No contractual adjustment shall be due or become urgent as a result of failure on the part of the
Contractor or Subcontractor to fully acquaint themselves and all other parties to the Contract with
the conditions of AIA Document A20 | .
CONSTRUCTiON STAG ING AN D PARKING
A. Per Town of Vail Construction Regulations, At the time of contract document approval, the
contractor shall provide the Town of Vail Building Department with a detailed "Construction
Staging Plan" showing how the lot will be protected and the area in which all construction activity
will be confined, including size and location of construction material storage, limits of excavation,
drive areas, parking, chemical toilet location, temporary structure (if any), dumpsters, storage of
debris, fire extinguisher, utility trenching and construction sign. The plan should also identifr the
methods for protecting the property, such as snow fencing, flaqging, rope, barricades or other
means to be set-up prior to construction.
END OF SECTION
Shepherd Resources, Inc. AIA Page 3
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General lnformation
Conshuction- 0+22-04
HUGHES RES]DENCE O 0305
0t0t0 SCOPE OFTHEWORK
PART IGENEML
I.OI SUMMARY
A. The Project, o{wtrich the Work of the Contract is a part, is composed of:
The prolect is composed of the partial demolition o{the existing unit 74 and 78 and Parking
tp*r .i 303 Gore Creek Drive, Vail Colorado, as required for the new construction/remodel
and addition. The new residence consisb of approximately 2735 square feet (GRFA)' also to be
included are exterior terraces, decks, walls, parking, and all associated landscaping/grading
The project should include all Architectural, Structural, Mechanical, Electrical, Plumbing, CivilAite'
and Interior Fixed Finish work.
END OF SECTION
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Shepherd Resources, Inc. AIA 0r0r0 - |Scope of the Work
Construction-04-22-04 I
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HUGHES RESIDENCE
I oro28
0305
CHANGE ORDER PROCEDURE
I PART I GENERAL
t t.Ol SUM|-4ARY
J ,& All changes in the work will be addressed through the Proposd Request and Change
tr Orderprocess. Proposal Requestswill beissuedbytheArchitectorContractorforeach
I change desired whether the change is the desire of the Architect, Owner or Conffactor.
V\lhen the amounts of the Proposal Request are approved by the Owner/Architect a
Change Order will be issued.
-.B. Make such changes in the Work, in the Contract Sum, in the Contract Time of
'1 Completion, or any combinatjon thereol as described in the Change Orders after the
I change orders are signed by the Owner, Arcfx'tect and Contractor.
_, t.02 PROCESSING CHANGE ORDERS
I A. Change orders will be numbered in seguence and dated. The change order will describe
the changes, changes in the Contract Sum, changes in the Contract Time of Completion
r and will be signed by the Owner, Architect and Contractor. Proposal Requests or! Requests for Estimates for possible changes are not to be considered Change Orders or
_ direction to proceed witb the propesed changes.r
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END OFSECTIONt
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-I Shepherd Resources, Inc. AIA Change Order Procedure
Construction- 04 -72-A4I
HUGHES RESIDENCE
O 030s
PART I GENEML
I.OI SUMMARY
A This Section establishes general requiremenb pertainingto cufting' frtting, and patching of the
Work that is required to:
| . Make the Parts ft ProPerlY.
T.Uncoverworktoprwideforinsta||ingand/orinsPectingilltimedwork.
3.Removeandrep|aceworkthatdoesnotconformtothecontractrequirements.
4' Remove and replace defective work'
I.O2 SUBMITTALS
A. Request for Owner/Architect's consent:
|'Priortocuttingorpatching,whichaffectsstructura|safetyorinanywaydifersfromthe
Contract Doc-uments' obtain the oramer/Architect,s written permission in the form of a
Change Order before proceeding with the work'
I.O3 QUALITYASSUMNCE
A. Use adequate numbers of skilled workers who are thoroughly trained and experienced and who
are completely familiar with tfre specified requirements and methods needed for proper
' performance of the Work of this Section'
PARTz PRODUCTS
2.OI MATERIALS
A. For replacement of items removed, use materials complying with pertinent sections of these
Specifications.
7,02 PAYMENT FOR COSTS
A. The Owner will reimburse the Contractor for cutting and patching performed Pursuant to a
written change order and in accordance with the payment schedule shown in the change
order'Performothercuttingandpatchingneededtocomp|ywiththeContractDocumentsatno
additional cost to the Owner.
PART 3 EXECUTION
3.OI SURFACECONDITIONS
A. Examine the areas and conditions under which work of this Section will be performed' Correct
Cuuing and Patching
Construction- M-27-M
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NGAND PATCHING
Shepherd Resources, Inc. AIA 01045 - |
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CUTTING AND PATCHING
I conditions which are detrimental to the timely and proper completion of the Work. Do not
proceed until unsatisfactory conditions are corrected.
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I 3.02 PREPAMTTON PRTORTO CUTTTNG
I A. Provide required protection including, but not limited to, shoring, bracing and support to mainbin
I structural integrity of the Work.
- 3.03 PERFORMANCE
.. A. Perform cutting and demolhion by methods which will prevent damage to other portions of the
a Work and provide proper surfaces to receive installation of repair and new work,
- B. Perform fitting and adjusting of products to provide finished installation complying with the specified
r tolerances and finishes.
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Shepherd Resources, Inc. AIA 0t045 - 2 Cutting and Patching
Construction- 04 -77-04
HUGHES RES]DENCE
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0r300 SUBMITTALS, SAMPLES, SHOP DRAWNGS, PRODUCT DATA
PART I GENEML
I.O{ SUMMARY
A. All items to be used on the project should be submitted for approval either in sample, shop
drawing, product data, cut sheet, or etc. format. Specific requirements for sarnphs and 5hop
dravings are located throughorrt this Proje€t Manual. For the purpose of this section 'Submittal'
refers to samples, shop drawings, product data, cut sheets, and etc'
B. A full-size mock-up of exterior finishes is required and needs to be approved by the
Owner/Architect. The Design Review Board staf will need to review and apProve the mock-up
prior to application on the building'
I,O2 SUBMITTALPROCEDURES
A. Coordination: Coordinate preparation and processing of submittals with performance o{
construction activities. Transmit each submittal sufficiently in advance of performance o{ related
con*ruction actMities to avoid delay. Multiple copies of certain submittals may be requested for
approvals by the ArchitecVDesigner/Cwner/Consuftant'
B. ftSgg5st1g! Allow suffrcierit rerriew time so that installation will not be detayed as a result of the
time required to process submitlab, irrcluding time for resubmiEah'
C. Submittal Preparation: Place a permanent label or title block on each submittal for identification'
Indicate the name of the entity that prepared each submithl on the label or title block.
D. Submittal Transmittal: Package each submittal appropriately for transmittal and handling. Transmit
each submittal from Contractor to Architect using a transmittal form'
| , On the transmittal record relevant information and requests for data' On the form, or
separate sheet, record deviations ft-orn Contratt Docurrent requirements, includirg rninor
variations and limitations. lnclude Contractor's certification that information complies with
Contract Document requirements.
I.O3 ARCHITECT'SACTION
A. Except for submittals for record, information or similar purposes, where action and retum is
. required or requested, the Architect will review each submittal, mark to indicate action taken, and
retum promptly.
| . Compliance with specified characteristics is the Contractor's responsibility.
PART2 PRODUCTS (NotApplicable).
PART3 EXECUTION (NotApplicable)'
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END OF SECTION
Shepherd Resources, Inc. AIA 01300 - r SuUtltt"ts, Samples, Shop Drawings, Produd Data
Construction- 0+22.,04.
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HTJGHES RESIDENCE
SCHEDULE OFVALUES
PART I GENEML
I.OI SUMMARY
A Unless stipuhted in the Construction Agreement, provide a detailed breakdown of the
Construction Cost Estimate showing values allocated to each of the various parb of the Work, as
specified herein and in other provisions of the Contract Documents.
I.O2 SUBMITTALS
A. Prior to the lirst application for payment, submit a proposed schedule of values to the Owner.
I.O3 QUALITYASSUMNCE
A. When so requested by the Owner, provide copies of the subcontracts or other data acceptable to
the Owner substantiating the sums described.
. END OF SECTION
0305
0 t370
Shepherd Resources, Inc. AIA 01370- |khedule of Values
Construction- 04 -22 -04
IHUGHES RESIDENCE 0305
0 t500 TEMPOMRY FACILITI ES AND CONTROLS
PART I GENEML
I.OI SUMMARY
A. This Section describes construction facilities and temporary controls required for the Work.
B. Permanent installation and hookup of the various utilitJ lines are described in other Sections.
I.O2 REQUIREMENTS
A. Make arrangements, provide and pay for all construction facilities and temPorary controls needed
for the Work including, but not limited to:
L Temporary utilkies such as heat water, electricity, ard telephone.
2. Field oftice for contracto/s personnel, if required.
3. Sanitaryfucilities.
4. Enclosures such as tarpaulins, barricades and canopies'
5. Temporary fencing of the construction site. Provide a security fence around the construction
site as required by Town of Vail and as required to protect the sunounding vegetation and
natural site ch aracteristics.
PART2 PRODUCTS
2.OI TEMPOMRYFACILITIES
A. Provide such temporary sheds, sanitary facilities, enclosures, barricades, canopies, and fencing as
are required for the safe and proper completion of the Work.
PART 3 EXECUTION
3,OI MAINTENANCEANDREMOVAL
A. Maintain temporary facilities and controls as long as needed for safe and proper completion of the
Work.
B. Remove such temporary facilities and controls as rapidly as progress of the Work will permit, or as
directed by the Owner/Architect.
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END OFSECTION
Shepherd Resources, lnc. AIA 0r500 - |Temporary Facilities and Controls
Construction- 04-)2-04
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I ors4s CONTMCTOR'S USE OF THE PREMISES
030s
II PART I GENEML
I r.0r SUMTYARY
-A. This Sectbn applies to all situations in whichthe Contractor or his representatives, including
I suppliers, sukontractors and employees, enter upon the Owner's propert/,
T I.O2 QUALITYASSUMNCE
f A. Promptly upon award of the Contract, notify all pertinent personnel regarding requirements of this
5ectton.
I B. Coordinate timing of construction activities with the O,lmer.
t, t.03 TMNSPORTATTON FAC|LITIESr* A. Truck and equipment access:
L To avoid traffic conflict with vehicles of the NEIGHBORHOOD and to avoid overloading of
I skeeb and driveways elsewhere on or nearthe Owner's property, lirnit the access of trucksI and equipment to the route specified by the Genenl Contractor and approved by authorities.
2. Provide adequat€ protection fo roads, ctha propertes,.curbs ard sidewalk CI/er vrtrth
truck and equipment pass to reach the job site.
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B. Contractorrs and Sub Contractor's vehicles:
I | . Require Contracto/s and sub contractor's vehicles, vehicles belonging to employees of the
t Contractor and sub contractors and all other vehicles entering upon the Owner's property in
performance of the Work of the Contract to use only the access route specified by tfre
I General Contractor.
fJ 2. Do nd permh such vehicles to park on any stree{ otr other area o{ the Orvne/s propeft/
r except in the parking area specified by the General Contractor and approved by authorities.
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END oF sECTroN
shepherd Resources, Inc. AIA 01545 - | Contractor's Use of the Premises
Construction- 04 -72-04
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__oHUGHES RESIDENCE
0 r620
030s T
ISTOMGEAND PROTECTION
PART I GENEML
I.OI SUMMARY
A. Protect products scheduled for use in the Wort by means as described in this Seetion.
I,O2 MANUFACTURERS' RECOMMENDATIONS
A. Except as otherwise approved by the Orvner/Architect, determine and comply with
manuhcturers' instructions on product handling, storage and protection.
t.O3 PACKAGING
A. Deliver products to the job site in their manufacturer's original container, with the labels intact and
legible.
I . Maintain packaged materials with seals unbroken and labels intact until time of use.
). Promptly remove damaged material and unsuhable items from the job site, and promptly
place with material meeting the specified requiremenb at no additional cost to the Orrrner.
b. The Gffner/Architect may reject as non-complying such material aM products thatdo not bear
identification satisfactory to the Owner/Architect as to the manufacturer, gnde, quality and other
pertinent information.
I.O4 PROTECTION
A. Protect finished surhces, including jambs and sotrrts of openirgs used as passagevvays, through
which equipment and materials are handled.
B. Provide protection for finished floor surfaces in traffic areas prior to allowing equipment and
materials to be moved over such surfaces.
C. Maintain finished sur{aces clean, unmarred and suitably protected until accepted by the Ovner.
I.O5 REPAIRSANDREPLACEMENTS
A ln event cf damage, promptty make replacements and repairs, as approved by the
Oamer/Architect, within reason at no additional cost to the Owner.
B. Addhional time required to secure replacements and to make repairs may not be considered by
the Owner to justify an extension of the Contract Time of Completion.
END OF SECTION
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Shepherd Resources, lnc. AIA 01620- r Storage and Protection
Construction- 04-22-M
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HUGHES RESIDENCE
0 r630 PRODUCT OPTIONS AND SUBSTITUTIONS
0305
PART I GENEML
I.OI SUMMARY
A. This Seaion describes procedures for securirg approval of proposed product substitutions.
I.O2 PRODUCT OPTIONS
A. The Contract is based on standards of quality established in the Contract Documents.l. In agreeing to the terms and conditions of the Contract, the Contractor has accepted the
responsibility to verify that the specified products will be available and to place orders for all
required materials in such a timely manner as is needed to meet his agreed construction
schedule.
2' The Owner/Architect has not agreed to the substitution of materials or methods called for in
the Contract Documents, except as they may specifically otherwise state in writing.3. lf the Contractor or Subcontractor desire not to use or warrant any sDecified proJuct or
procedure, notil Owner/Architect immediately upon discovery oisuch desire.
B, Where materials and methods are specified by naming one single manufacturer or model number,
without *ating that allernate products will be corrsidered, only the material and method named is
approved for incorporation into the Work unless approved by the Owner/Architect in writing.
C' Where materials and methods are specified by name or model number, followed by the words
"or equal approved in advance by the Ownerr', or similar verbage, materials and methods
proposed by the Contractor to be used in lieu of the named materials and methods shall in all
ways be equal or exceed the qualities of the named materials and methods.
D' \Nhere the phrase "or equal," or "or equar as approved by the owner,', occurs in the contract
Documents, do not assume that the materials, equipment or methods will be approved as equal
unless the item has been specificaily so approved for this work by the owner/Architect.
E. As it is a fine line when someone claims a product is "equal", the term "or approved aftemate' is
hereby interchangeable with "or equal,'.
F. The decision of the Owner shall be final.
I.O3 DELAYS
A. Delays in construction arising because of the ronavailability of a specified material or method MAy
not be considered by the Owner as justifing an extension of the agreed Time of Completion.
END OF SECTION
Shepherd Resources, Inc. AIA 0r630- |Product Options and Substitutions
Construction- 04 -72-A4
o
HUGHES RESIDENCE
01700 CONTMCTCLOSEOUT
PART I GENEML
I.OI SUMMARY
A. This Section describes an orderly and efficient transfer of the completed Work to the Owner.
I.O2 QUALITYASSUMNCE
A Prior to requesting inspection by the Owner, use adequate means to assure that the Work is
completed in accordance with the specified requiremenb and is ready for the requested
inspection.
I.O3 PROCEDURES
A. Submit final Application for Payment or Invoice identifring total adjusted Contract Sum, previous
payments and balance due.
B. Final cleaning:
L Execute final cleaning prior to final inspection.
2. Cleandeb'isfrom site, rooft, gr.dten, downsFouts and drainage systerns"
3. Remove waste and surplus materials, rubbish and constn rction facilities from the site.
4. Ensure that all portions of the project are functioning property.
C. Punch List:
| . Contact Owner/Architect upon final completion of all wo*. Owner/Architect will walk the
project with the contractor and prepare a final punch list of items which are incomplete or not
acceptable.
I.O4 SUBMITTALS
A. Closeout submittals include but are not limited to:
| . Operation and maintenance data and manuals for equipment and other items.
2. Warrarfries and bonds.
3. Keys.
4. Spare parb.
5. Evidence of compliance with requirements o{ governmental agencies having jurisdiction,
including:
a. Certificates of lnspection.
b. Certificates of Occupancy.
6, Evidence of payment and release of liens.
7 . List of subcontracton including names, addresses, and telephone numbers where they can be
reacfred for emergency service .
8. Label all parts within the mechanical spaces so each pafi of the system is identifiable, including
all valves and main pipes.
9. Label all circuits on the Electrical Panel(s).
Contract Closeout
Construction- 04-72-04
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Shepherd Resources, Inc. AIA 01700 - I
HUGHES RESIDENCE
0 r700
0305
CONTRACT CLOSEOUT
I.O5 INSTRUCTION
A. Instruct the Oarner in proper operation and maintenance of systems, equipment and similar hems
which were provided as part of the Work.
END OF SECIION
Shepherd Resources, Inc. AIA 01700 - 2 Contract Closeout
Construction- 04-77-04
HUGHES RESIDENCE
0r7r0
0305 I
ICLEANING
PART I GENEML
I.OI SUMMARY
A. Throughot-rt the construction period, maintain the buildings and site in a standard of cleanlhess as
described in this Section.
PAKT 2 PRODUCTS
2.OI CLEANING MATERIALSAND EQUIPI'IENT
A. Provide required personnel, equipment and materials needed to mairtain the specified standard of
cleanliness.
2.02 COMPATIBIIITY
A. Use only the cleaning materials and eguipment which are compatible with the surface being
cleaned, as recommended by the manufacturer of the material.
PART 3 EXECUTION
3.OI PROGRESS CLEANING
A. General:
I . Retain stored hems in an orderly arrangement allowing maximum access, not impeding tnffic
or dninage, and providing required protection of materials.
7. Do not allow accumulation of scrap, debris, waste material and other items not required for
construction of this Work.
3. Ai least twice each month, and more often if necessary, completely remove all scrap, debris
and waste material from the job site.
4. Provide adequate storage for all items awaiting removal from the job site, observing
requirements for fire protection and proteciign of the ecology.
B. She:
| . Dai|, and more often if necessary, inspect ttre site and pick up all scrap, debris and waste
material. Remove such items to the place designated for their storage.
7. Maintain the site in a neat and orderlv condition at all times.
C. Struciures:
L At least weekly inspect the structures and pick up all scrap, debris and waste material and
remove them to the place designated for their storage.
2. At least weekly sweep interior spaces clean. "Clearf forthe purpose of this paragraph shall be
interpreted as meaning free from material capable of being removed by reasonable effort and
a hand-held broom.
Cleaning
Construction- 04-22-04
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HUGHES RESIDENCE
0r7r0
0305
CLEANING
3.2 FINAL CLEANING
A. "Clean" for the purpose of this.Article shall be interpreted as meaning the level of cleanliness
generally provided by skilled cleaners using commercial quatrty building maintenance equipment
and materials.
B. Prior to completion of the Work, remove from the job she all tools, surplus materials, equipment,
scrap, debris and waste.
C. Site: Unless otherwise directed by the Owner, broom clean paved areas on the site and public
paved areas adjacent to the site. Completely remove resultant debris.
D. Structures:
i . Exterior:
a. Vsually inspect exterior surfaces and remove all traces of soil, waste materials, smudges
and other foreign matter.
b. Remove all traces of splashed materials fi-om adjacent sur{aces.c. ln the event of stubbom stains not removable with water, the Owner may require light
sandblasting or other cleaning at no addhional cosi to the Owner.2. lnterior:
a. Visually inspect interior surfaces and remove all traces of soil, wase materials, smudges
ard other foreign matter.
b. Remove all traces of splashed material from adjacent surfaces.c. Remove paint droppings, spots, stains and dirt from finished surfaces.3. Glass: Clean inside and outside using tools/materials that will not scratch the glass.4' Polished surfaces: To surfaces requiring ror.rtine application of bufed polish, apply the polish
recommended by the manufacturer of the material being polished.
E. Schedule final cleaning as approved by the Ovner to enable Owner to accept a completely clean
project.
END OF SECTION
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Shepherd Resources, Inc. AIA 0t7r0 - 2 Cleaning
Construction- 04 -72 -0 4
HUGHES RESIDENCE O
0 r730
030s t
IOPERATION AND MAINTENANCE DATA
PART I GENEML
I.OI SUMMARY
A. To provide a positive so urce of information regarding products incorporated into the Wod<,
fumish and deliver to the Owner the data described in this Section and in the pertinent other
Sections of this project manual.
PART2 PRODUCTS
2.OI INSTRUCTIONMANUALS
A. fusemble an "Operation s and Maintenance Manual" to include manufacturer's
instruction/maintenance manuals for all appliances and equipment installed in the Project. The
"Manual' should include all information needed by the Owner to maintain the properly and its
contents. A three-ring binder is suggested for the Manual. At A minimum, the manual should
include all items listed in division 0 | 700 Contract Closeout, section | .04.
B. lf rnanufacturer's inskuction/maintenance manuals are not available, supply a list of equipment
showing model number, purchase date, name and address of manufacturer and name and address
of installer and include it in the Manual.
PART 3 EXECUTION
3.OI SUBMITTALS
A. Submit the "Operations a nd Maintenance Manual" and all required operating instructions,
maintenance manuals and other equipment documentation to the Owner prior to Contract
Closeout.
END OF SECTION
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01730 - |Shepherd Resources, lnc. AIA Ooeration and Maintenance Data
Construction- 04-22-04
I HUGHES RESIDENCE 0305
I 02060 BUILDING DEMOLITION
I PART I GENEML
I t.0l SUMMARY
- A. Demolish and rem ove {rom site those items so indicated on the Drawings.
I t02 QUAL,TYA'',MNCE
I A' Use adequate numbers of skilled workers who are thoroughly trained and experienced in the
necessary crafts and who are completely familiar with the specified requirements and the methods
needed for proper performance of the work of this Section.
I PARr 2 pRoDusfs
I (No products are required in this Section.)
|l 3 EXECUION
3.OI SURFACECOFIDITIQNS
3.02 DEMOLITION
I A. General:
A. Examine the areas a nd conditions under which work of this Section will be performed. Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed until
unsatisfactory condhions are corrected.
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L Prior to start of demolition, carefully shrdy the Drawings and these Specifications.7. ln company whh the Architect, visit the site and verify the extent of demolition to be
performed under this Contract.
B. Using only the means and equipment approved for this purpose by govemmental agencies having
jurisdiction, existing construction designated to be removeo.I' Shut of, cap and otherwise protect public dility lines in accordance with the requiremenG
of the public agenqy or utility havirg jurisdiction.
7. Completely remove footing, foundations, and above-ground and underground
construction of all kinds.
3. Remove rocks larger than 5 inch diameter, roots and debris.
C. Demolished rnderial shafl be cqnsidered to be picperty of the Contractor and shall be conpfetely
removed from the job site, unless stated otherwise by these documents.
D' Use means necessary to prevent dust from becoming a nuisance to the public, to neighbors and to
Shepherd Resources, Inc. AIA 02060- |Building Demolition
Construction- U-77-04
HUGHES RESIDENCE
02060 BUILDING DEMOLITION
0305
other work being performed on or near the site.
END OF SECTION
Shepherd Resources, Inc. Af\02060- 2 Building Demolition
Construction- 0+22-04
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HUGHES RESIDENCE
02 ilO
030s
CLEARING
PART I GENEML
I.OI SUMMARY
A. Clear the she as shown on the Drawings and as specified in this Section.
B Particular care shall be taken to protect existing roadway, trees and grasses surrounding the building
footprint. Efort shall be made to minimize the area afected by construction equipnrent traffic, lay
down and worker use. All areas outside the "limits of construction" shall be cleady delineated and
protected for the duration o{ construction by suitable means such as fencirg or erecting rope
barriers.
PART 2 PRODUCTS
2.0I MATERIALS
A Provide materials, not specifically described but required for proper completion of the work of this
Section, as selected by the Contractor subject to the approval of the Owner/Architect and Soil
Englneer.
PART 3 EXECUTION
3.OI SURFACECONDITIONS
A. bcamine the areas and conditions under which the work of this Section will be performed.
Correct conditions detrimental to timely and proper completion of the Work. Do not proceed
until unsatisfactory conditions are corrected.
3.02 PROTECTION
A. Protect existing utilities indicated or made known and have all utilities located on she prior to
excavation.
B. Protect trees and shrubs, where indicated to remain, by providing a fence around the tree or
shrub of sufiicient distance away and of suficient height so trees and shrubs will not be damaged in
any way as part of this Wort.
C. Protection of persons and property:
| . Baricade open depressions and holes occurring as part of this Work, and post waming lights
on propefty adjacent to or with public access.2 Operate waming lights during hours from dusk to dawn each day and as ctherwise required.3. Protect structures, utilities, sidewalks, pavements and other facilities from damage caused by
settlement, lateral movement, undermining, washorit and other hazards created by operations
Clearing
Construction- 04-27-04
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Shepherd Resources, Inc. AIA 02ilO - l
HUGHES RESIDENCE O
02rr0
0305 I
ICLEARING
under this Section.
D. Use means necessary to prevent dust from becoming a nuisance to the public, to neighbors and to
other work being performed on or near the site.
E. Mainain access to the site at all times.
3.03 CLEARING
A. ln areas that are to be excavated, clean out roots one inch in diameter and larger to a depth of at
least l2 inches below the existing ground surface or subgrade of new graded surface, whichever is
lower. Treat roots remaining in the soil with a weed killer approved by the Oruner/Architect.
3.04 CONSERVATION OF TOPSOIL
A. After the area has been cleared of vegetation, strip the existing topsoil in those areas to be
excavated.
B. Stockpile ihe topsoil in a safe area clear of new construction or as direcied by the
Owner/Architect.' lf necessary, export the topsoil offske and store the topsoil until time of
bacKillTtopsoil placement.
3.05 DISPOSAL
A. General:
| . Remove brush, grass, roots, trash, and other material from clearing oPerations.
7. Dispose of away from the site in a legal manner.
3. Do not store or permit debris to accumulate on the job site.
B. Do not burn debris at the site.
3.06 UTILITIES
A. Coordinate with utilrty companies and agencies as required.
B. Where utility cutting, capping or plugging is required, perform such work in accordance whh
requirements of the Lrtility or govemmental agency having jurisdiction,
END OF SECTION
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Shepherd Resources, Inc. AIA 02il0 - 2 Clearing
Construction- 04-27-04
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HUGHES RESIDENCE
022 r0
0305
GRADING
PART I GENEML
I.OI SUIYMARY
A, In acc ordance with pertinent provisions of this Section, excavate, backfill, compact and grade the
site to the elevations shown on the Drawings and as needed to meet the requirements of the. construction shown in the Contract Documenu.
B' Use'Soils Information'as described in this Proiect Manual under'General Information'in
conjunction with this section.
PART2 PRODUCTS
2.0I SOIL MATERIALS
A. Fill materia ls:
I . Provide soil materials free from organic matter and deleterious substances, containing no rocks
or lumps over 3 inches in greatest dimension and with not more than fifteen percent of the
rocks or lumps larger than 2- l2 inches in their greatest dimensbn.7. ln planting areas pror,{de approved backfill material to a point 6 inches below indicated finish
gt?oe.
3. Fill material is subject to the approval of the Owner/Architect and Soil Engineer.
2.02 TOPSOTL
A M/here and if sh own on the Drawings or otherwise required, provide topsoil consisting of friable,
fertile soil of loamy character containing an amount of organic matter normal to the region,
capable of sustaining heafthy plant life, and reasonably free from subsoils, roots, hear,y or stif clay,
stones larger than 2 inches in greatest dimension, noxious weeds, sticks, brush, litter and other
deleterious matter.
2.03 IRRIGATION
A. lrrigation: Fumish and install new and repair the existing automatic irrigation system as necessary
to assure the survival and continued growth of the installed landscaping, including such temporary
irrigation as may be necessary for germination and sustained growth.
PART 3 EXECUTION
3.OI SURFACECONDITIONS
A. Examine the areas a nd conditions under which work of this Section will be performed. Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed until
Grading
Construction- 04-22-04
Shepherd Resources, Inc. AiA 02210 - |
HUGHES RESIDENCE O 030s
022 r0 GRADING
unsatisfactory conditions are corrected.
3.02 PROCEDURES
A. Utililes:
l. Unless shown to be reinoved, protect active utility lines and have all utilities located prior to
excavating. lf damaged, repair or replace at no additional cost to the Owner.
2. lf active r"rtility lines are encountered, and are not shown on the Drawings or otherwise' located by the Contractor, promptly take necessary steps to assure that service is not
interru oted.
3. lf service is interrupted as a resuh of work under this Section, immediately restore service by
repaidng the damaged utility at no additional cost to the Owner.
4. lf existirg utilities are found to interfere with the permanent facilities being constructed under
this Section, immediately notify the Owner/Architect and secure his instructions.
5. Do not proceed whh permanent relocation of utilities until vwitten instructions are received
from the Owner/Architect.
5. In addition to standard r-rtility trenching and installation, excavator shall furnish and install
individual plastic conduits (sizes as required) for telephone and W cable from their respective
. sources to the foundation in such a manner that the conduits may be readily terminated into
the meter closet.
B. Use means necessary to prevent dust from becoming a nuisance to the public, to neighbors and to
other wort being performed on or near the site.
C, Maintain access to adiacent areas at all times.
3.03 EXCAVATING
A. Perform excavatin g of every type of material encountered within the limits of the Work to the
lines, grades and elevations indicated and specified herein.
B. Satisfactory excavated materials:
| . Transport to, and place in. fill or embankment arem within the limits of the Work.
C. Sumlus materialsl
| . Dispose of unsatisfactory excavated materials away from the site at disposal areas arranged
and paid for by the Contractor.
D. ExcavationAlarvesting o1 rock:
l. Harvest surface visible rocks and boulders from the site prior to clearing'
2. \Mere rocks, boulders or similar material is encountered excavate by conventional earth
moving equipment and remove or excavate such material by means which will not endanger
buildings or structures whether on or off site.
3. Do not use explosives withor-rt written permission from the Owner and Governing
Authorities.
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Shephend Resources, Inc. AIA m2t0-2 Grading
Construction- A4-22-04
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022 r0
0305
GRADING
E. Excavate and backfill in a manner and sequence that will provide proper drainage at all times.
F. lf possible, nockpile satisfactory backfill material in a safe area clear of new construction or as
directed by the Owner/Archhect. lf necessary, export satisfuctory bacffill material off site and store
until time of backfill.
3.04 FILLING
A. Grou nd surface preparation:
l. Remove vegetation, debris, top soil, unsatisfactory soil materials, obstructions, and deleterious
materials from the ground surface prior to placement of {ills.
7. Plow, strip or break up surtces steeper than one vertical to four horizontal, so that fill material
will bond with existing sur.face.
3. At exposed soils in areas to be paved, scarif to a minimum depth of 5 inches, and recompact
at a moisture content that will permit proper compaction as specified for fill.
4. Do not place fill material on surfaces that are muddy, frozen or containing frost or ice.
5. Place fill materials evenly ad.jacent.to structures, to required elevations. Elevation of structural
Jillto be 5" below grade to allow for 5" of topsoil.
3.05 GRAOING
A. General:
| . Uniformly grade the areas within limits of grading under this Section, including adjacent
transition areas.
2. Smooth the finished sur{aces within soecified tolerance.
3. Compact with uniform levels or slopes between points where elevations are shown on the
Drawings, or between such poinb and existhg grades.
3.06 MAINTENANCE
A. Protection of newly graded areas:
| . Protect newly graded arem from traffic and erosion, and keep free from trash and weeds.
7. Repair and reestablish grades in settled, eroded and rutted areas to the specified grades.
B. Where completed compacted areas are distributed by subsequent construction operations or
adverse weather, scarifr the surfuce, reshape and compact to the required density prior to further
construction.
END OF SECTION
Shepherd Resources, Inc. AIA 022r0 - 3 Grading
Construction- 04-72-04
HUGHES RESIDENCE .030s
EXCAVATING. BACKFILLI NG AND COM PACI NG
PART I GENEML
I,OI SUMMARY
A. Excavate, backfill, compact and grade the site to the elevations shown on the Drawings, as
specifed herein, and as needed to meet the requirements of the construction shown in the Soils
Reoort.
Use 'Soils Information' as described in this Prolect Manual under'General lnformation' in
conjunction with this section. See Section 02205 - Shoring, as it relates to this Section.
PART2 PRODUCTS
2.OI SOIL MATERIALS
A. Fill and backfill materials:
| . Provide soil materials free from oqganic matter and deleterious substances, containing no rocks
or lumps over 3 inches in greatest dimension.
B. \y'y'here and if shown on the Drawings or otherwise reguired, provide topsoil consisting of fiiable'
fertile soil of loamy character, containing an amount of organic matter normal to the region,
capable of sustaining heahhy plant life, and reasonable free from subsoil, roots, heavy or stiff clay,
stones larger than 2 inches in greatest dimension, noxious weeds, stick, brush, litter and other
deleterious mafter.
C. lmport all structural and nonstructural fill as required. All structural fill to be approved by the
O,,,rner/Archited and Soil Engineer.
PART 3 EXECUTION
3,OI SURFACECONDITIONS
A. bcamine the areas a nd conditions under which work of this Section will be performed' Correct
conditions detrimental to timely and proper completion of the Work. Do not Proceed until
unsatisfactory conditions are corrected.
3.02 PROCEDURES
A. Lltilities:
| . Protect active utility lines. tf dam4ged, repair or replace at no additional cost to tfre Owner'
2. lf existing utilities are found to interfere with the permanent facilit'es being constructed'
immediately notifi the Owner/Architect and secure his instructions.
Excavating, Bacldilling & Compacting
Construction- 04-22-U
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Shepherd Resources, Inc. AIA 02770 - |
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07220
030s
EXCAVATI NG, BACKFI LLI NG AND COM PACTI NG
3.03 EXCAVATING
A. Perform e>aavdin g as required within the limits of the Work to the lines, gradx and elevations as
specified on the Drawings and as indicated herein.
B. Excavate topsoil and stockpile in a safe area designated on site or as directed by the
Owner/Architect,
C' Excavate subsoil required for building foundations, construction operations and other Work.
D, Dispose of unsatisfactory excavated material away from the site at disposal areas arranged and paid
for by the Contractor.
E. Slope banks to angle of repose or less, until shored.
F. Where stones, boulders or similar material is encountered, remove such material by means which'will neither cause additional cost to the Owner nor endanger buildings or structures on or offthe
site.
G. Excavate and backfill in a manner and sequence tfrat will provide proper drainage at all times.
H. Correct unauthorized excavation at no additional cost to the Owner.
l. Excavate and bacKill in a manner to protect existing structures and not to undermine or damage
existing structures. Provide shoring as directed by engineer.
3.04 TOLEMNCES
A. Conf orm to elevations and dimensions shown within a tolerance of 0. | 0 feet, and extending a
sufficient distance from footings and foundations to permk placing and removing concrete
formwork, other required construction and inspection.
B. In excavating for footings and foundations, take care not to disturb bottom of excavation.
3.05 FILLING AND BACKFILLING
A' Backfill excavations a s promptly as progress of the Work permk, but not until completion of the
following:
| . Acceptance of construction below finish grade.2. Removing concrete formwork.
3. Inspecting, testing and approving underground utilities.4. Removing of trash and debris.
5. Placement of horizontal bracing on horizontally supported walls as directed by the Engineer.6. lnstallation of the Foundation Drainage System.7. Installation of the storm water piping, down spor-rts, and under drain system.
Shepherd Resources, Inc. AIA Excavating, Bacldilling & Compacting
Construction- 04 -22 -0 4
02?70 -7
HUGHES RESIDENCE O 0305
EXCAVATING, BACKFILLING AND COMPACTI NG
B. Placing and compacting.
| . Do not olace backfill or fill material on surfaces that are muddy frozen or containing frost or
rce.
2. Place backfill or fill material evenly adjacent to structures, to required elevations.
3. Empby a placernent method so as not to disturb or damage foundations, foundatbn
dampproofing, foundation waterproofing, foundation drainage system, or utilities in trenches.
4. Where the construction includes basement or other underground walls having structuralfloors
over them, do not bacldill such walls untilthe structural floors are in place and have attained
sufticient strength to support the walls & backfill'
3.06 MAINTENANCE
Protect newl y graded areas from traffic and erosion, and keep 6'ee from trash and weeds.
Where completed compacted areas are disturbed by subsequent construction oPerations or
adverse weather, scarily the surface, reshape and compact prior to further construction.
END OF SECTION
B.
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Shepherd Resources, Inc. AIA 02720 -3 Excavating, Backfilling & Compacting
Construction- 0+77-04
I HUGHE' RESIDENCE
I s4?,
0305
TRENCHING, BACKFILLING AND COMPACTING
A. P rovide sheeting and shoring necessary for protection of the work and for the safety of personnel.
Prior to backfilling, remove all sheeting.
B. Ooen cut:
| . Excavate for utilities by open cui.2. lf conditions at the she prevent such open cut, trenching may be used.
I
T PART I GENEML
I t.ol sut4MARY
r A Trench, backfi$, compact as s pecified herein, and as needed to meet the requirements of the
- construction shown in the Contr:act Documents.
r B' Use 'Soils Information'as described in this Project Manual under'General lnformation' in
r conjunction with this section. See Section 02205 - Shoring, as it relates to this section
I
PART 2 PRODUCTS
r 2.ol sotL MATERTALS
t A. Fill and backfill materials:r I . Provide soil materials free from organic matter and deleterious substances, containing no rocks
or lumps over 3 inches in greatest dimension.
I B. lmport all structural and non structural fill as required. All structural fill to be approved by the
Owner/Architect ard Soil Engineer.
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PART 3 EXECUTION
I 3.0t SURFACE COND|TIONS
A. Examine the area s and conditions under which work of this Section will be per{ormed. Correct
condhions detrimental to timely and proper completion of the Work. Do not proceed until
unsatisfactory conditions are corrected.
r 3.02 PROCEDURES
.r A. Utilities:
I l. Protect active trtility lines. lf damaged, repair or replace at no additional cost to the Owner.l! 2. I existing utilities are found to interfere whh the permanent facilities being constructed,
I immediately notify the Owner/Architect and secure his instructions.
I 3.03 TRENCHING
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Shepherd Resources, Inc. AIA 02221 - | Trenching,Bacldilling&Compacting
Construction- 04-22-04
HUGHES RESIDENCE I
07771
o 0305 t
ITRENCHING. BACKFILLING AND COMPACTI NG
3. Remove stones, boulden and other interfering objects, and backfill voids left by such
removals.
C. Trench to the minimum width necessary for proper installation of the utility, with sides as nearly
vertical as possible using shoring as required. Accurately grade the bottom to prOvide uniform
bearing for the utility.
D. Where utilily runs traverse public property or are subject to governmental or utility company
jurisdiction, provide depth, bedding, cover and other requirements as directed.
E. Where trenching occurs in existing lawns, remove turf in sections and keep damp. Replace turf
upon completion of the bacKilling.
F. Provide minimum trench depth as indicated on the Drawings or as specified by the
Owner/Architect, the Project Engineer or by the local governmental ar.rthority.
3.03 BACKFILLING
' A. Backfill excavations a s prompry as progress of the Work permits, burt not until completion of the
following:
| . Inspecting, testing and approvirg underground trtilities.
2. Removing of trash and debris.
B. Placing and compacting.
| . Do not place backfill or fill material on surfaces that are muddy frozen or containing frost or
ice.
7. Backfill trenches to the ground surface with selected material selected by the Soils Engineer or
Owner/Architect,
3. Reopen trenches which have been improperly backfilled, to a depth as required for proper
compaction. Relill and comPact as specified'
4. Mechanically compact backfill within ten feet of buildings.
].06 I*IAINTENANCE
A. Protect newly gnded areas from traffic and erosion, and keep free from trash and weeds'
END OF SECTION
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IShepherd Resources, lnc. AIA 0272t -7
Construction- A4 -22-04
Trenching, Backfi lling & Compacting
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HUGHES RESIDENCE
02660
030s
WATER DISTRI BUTION SYSTEM
PART I GENEML
| .0 r sut4MARY WiERE APpLTCABLE)
A. Provide water distribution sy stem as specified herein and as needed for a complete and proper
installation. Use Division | 5 in Conjunction with this section. Comply with all requirements of
governmental authority having jurisdiction or responsible utility company.
I.O2 QUALITYASSUMNCE
A. Use adeq uate numbers of skilled workers who are thoroughly trained and experienced in the
necessary crafts and who are completely familiar wiih the specified requirements and the methods
needed for proper performance cf the work of this Section.
PART 2 PRODUCTS
2.OI PIPEAND FITTINGS
A' General: Ass ume connection point to building service lines as being approximately 5 feet outside
buildings and $ructures to wlich service is required.
2.02 WATER PIPING, BURIED BEYOND BUILDING
Use pipe as required by govemmental authorily having jurisdiction or responsible r.rtility
company.
A, Cast lron Pipe: ANSI/ A\ AIVA C I 5 | with ductile iron fittings, rubber gasket, mechanical joints and
3/4 inch diameter rods.
B. Copper Tubing: ASTM 888, Type K, annealed with wrought copper frttings and compression
joints.
C' ryC Pipe: ASTTY D 1785, fthedule 40, or ASTM D7241 , minimum | 50 psi pressure rating whh
solvent weld joints.
D. Fittings and specials:
| . Cast iron pipe:
a. Use frttings and specials suitable for 150 psi pressure rating unless otherwise specilied.b. For use with mechanical joint pipe, complywith ANSI A_2 l. 10.c, For use with push-on joint pipe, compry wirh ANS| A-2 | . r0 and ANS| A-2 l. l | .d' Use cement mortar lining complying with ANS| A-2 r.4, standard thickness,
2. Plastic pipe:
a. Use fittings and specials suitable for Schedule 40 rating unless otherwise specified.
Water Distribution System
Construction- 04-27-04
Shepherd Resources, Inc. AIA 02660 - |
HUGHES RESIDENCE
02660 WATER DISTRI BUTION SYSTEM
0305 I
I
b. Use frttings and specials for PVC pipe comptying with ASTM D2458'
c. Forthreaded PVCfittings, use Schedule 80.
E. Valves: Use vaMes designed for a working pressure of not less than 150 p,si and pressure reducing
valves as required.
F. Service fittings:
l. ryC mains smallerthan 2 inches in diameter: Make 3/4 inch maximum service with tees or
plastic vafue tees.
2. PVC mains 2 inches to 3- 12 inches in diameter: For 3/4 inch to I inch service, use bronze
service clamp and bronze corporation stop designed for PVC.
3. Service lines larger than those listed above: Make with standard tees on new lines, and tapping
tees on existing lines.
2.03 VALVE BOXES
A. Valves 3 inches a nd larger: Use service box of cast iron with "WATER' cast into the cover,
extension type of the required length, with.screw adjustment.
B. Valves 2- 12 inches and smaller:
| . LJse precast concrete or metal bo< with the word 'wATER', cast into the cover.
2. Provide risers on pipe line to place valve within box depth.
PART 3 EXECUTION
3.OI SURFACECONDITIONS
A. Examine the areas a nd conditions under which work of this Section will be performed, Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed until
unsatisfuctory conditions are corrected.
3.02 FIELD MEASUREMENT
A, Make ne cessary measurements in the field to assure precise fit of items in accordance whh the
approved design.
3.03 HANDLING
A. Handle pipe acces sories so as to ensure delivery to the trench in sound, undamaged condition.
B. Thoroughly clean interior of pipe and accessories before lowering pipe into trench. Keep clean
during |aying operation by plugging or other method.
C. Before instalhtion, inspect each piece of pipe and each frtting for defects. Replace defective
Water Distribution SYstem
Constructron- 0+27-04
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Shepherd Resources, Inc. AIA 07660 -2
I
HUGHES RESIDENCE
I 02660
0305
A. Loc ate water pipe at least l0 feet away, horizontally, from sewer pipes. where bottom of the
water pipe will be at least | 2 inches above top of sewer pipe, locate water pipe at least 6 feet
away, horizontally, from the sewer pipes.
B. Where water lines cross under gravity-flow sewer lines, fully encase the sewer pipes in concrete
for a distance of at least | 0 feet each side of the crossing, or provide pressure pipe with no joint
located whhin 3 feet of the crossing.
C' Cross water lines in cases above sewage force mains or inverted siphons at least 2 feet above the
sewer lines. Encase in concrete those joints in the sewer main closer than 3 feet, horizontally, to
the crossing.
WATER DISTRI BUTION SYSTEM
I material.
- D. RuLrber gaskets: Store in a cool dark place until just prior to time of installatirrn.
r 3.04 LocATtNG
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A. Cast iron pipe: Maximum allowable deflectio n:I Diameter: push-on joint: Mechanical joint:
I 3-4 inches 19 inches 3 | inches
6 inches 19 inches 27 inchesI 8 inches 19 inches l0 inches
I B Plastic pipe: Unless a lesser amount is recommended by the pipe manufacturer, maximum
- allowable deflections from a straight line or grade, or offsets, will be 5 degrees.r
- 3.06 pLACING AND LAytNG
If A. General:
- | . Do not drop or dump any of the materials of this Section into the trench.7. Except where nece$ary in making connections to other lines, lay pipe with fre bells fucing in
the direction of laying,
3. Rest the full length of each section of pipe solidly on the pipe bed, with recesses excavated to
accommodate bells, couplings and joints.
4' Do not lay pipe in water or when trench conditions are unsuitable for the work; keeo water
out of trench until jointing is completed.
5. securely close open ends of pipe, fittings and vaves when work is not in progress.
B. Plastic pipe:
| ' Position plastic pipe and fittings in trench in a rnanner that identifying markings will be readily
visible for insoection.
Z. Do not thread plastic pipe. Make connections only with the solvent cement or with special
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02660 - 3
II Shepherd Resources, Inc. AIA Water Distribution System
Construction- 04-72-04I
HUGHES RESIDENCE
02660
0305
WATER DISTRI BUTION SYSTEM
adapter fittings designed for the purpose.
3. Support plastic pipe in trenches with a 3 inch layer of sand. Do not allow rock, deb'ris or
other potentially damaging substances within 6 inches of plastic pipe in trenches.
4. Provide an electrically continuous type TW insulated No. | 4 tracer wire in the trench along
the pipe, fustened tothe pipe a 20 foot intewals and terminating aborre ground whh a l2 inch
lead taped around each riser.
C. Connections: Use specials and frttings to suit the actual conditions where connectiom are made
between new work and existing mains. Use only those specials and fittings approved by the utility
having jurisdiction.
D. Sleeves:
| . Where pipe passes through walls o{ valve pib or structures, provide cast irsn or PVC wall
sleeves.
7. Fill space between sleeve and wall with rich cement mortar or grout. Fill space between pipe
and sleeve with mastic or grout.
3.07 SERVICE BOXES
A. V\lhere water lin es are located below paved driveway, install boxes in accessible locations beyond
limis of drir,aeway surfucing and walks.
B. Where no curbing exists, install boxes in accessible locations beyond limits of street surfacing,
walks and driveway.
3.08 TESTING
A. Provide person nel and equipment necessary, and perform tests required to demonstrate that the
work of this Section has been completed in accordance whh specified requirements and with
govern m ental ar,rthority having jurisdiction.
END OF SECTION
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02660 - 4Shepherd Resources, Inc. AIA Water Distribution SYstem
Construction- 04-22-04
I HUGHE' RESIDENCE 0305
I 0268s GAS DISTRIBUTION SYSTEM
I PART I GENEML
r t.0 | S{JMMARY (WHERE APPL|CABLE)
r A. Provide gas distribution sy *em as specified herein and as needed for a complete and proper
installation. Use Division l5 in conjunction with is section. Comply with all requirements of
govemmental authority having jurisdiction or responsible rnility company.
B. Provide adequate gas supplJ to new gis fireplace at the Living Room for a log seV bumer insert
which provides an adequate/realistic flame,
C. Provide adequate gas supply to new gils range oven at khchen, dryers, and ski room.
D. Provide adequate gas supply for gas grille on north deck.
E. Provide adequate gas supply for gas fired boilers and supplemental heat units.
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I.O2 QUALITYASSUMNCE
I A. Use adeq uate numbers of skilled workmen who are thoroughly trained and experienced in the
necessary crafu and who are corrpleteN familiar with the specified requiremenG and the methqds
needed for proper performance of the work of this Section.I
I PARr 2 pRoDUCrs
I
2.0 | PIPE AND F|TINGS
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Use pipe as required by governmental authority having jurisdiction or responsible utility company.
A. Gas distribution main:
l. Use PVC or black steel pipe, as per.mitted by the utility company and other agencies having
jurisdiction and as selected by the Contractor.2' \Mere matching or joining existing mains, use the material being matched or joined unless
otherwise specifically approved by the Owner/Architect.
B. Gas service lines:
L Use the same material as for gas distribution main.2. fusume connection point for building service lines as being approximately 5 feet outside
buildings and structures to which service is required.
C. For black steel pipe systems, use:l. Black steel pipe: ASTM A120, schedule 40; threaded ends.7. Fittings: Black malleable iron, ANS| B- 16.3.
Shepherd Resources, Inc. AIA 02685 - |Gas Distribution System
Construction- 04-22-04
HUGHES RESIDENCE I
02685
0305 I
tGAS DISTRIBUTION SYSTEM
2.03
3. Unions: Black malleable iron, Fed Spec WW-U-53 | .
4. Flanges: Black steel slipon welding,
5. Gaskets: Neoprene, l/l6 inchthickness, 50to 50 shore "A hardness.
D. For buried fl/C sy$ems, use:
| . Pipe: ASTM D224 | , SDR | 3.5 long term tested:
a. PVC 21 10, 160 psi; or
b. PVC 2l 12, 200 psi; or
c. PVC 21 15, 250 psi.
2. Fittings: ASTM D2457, schedule 80.
3. Cement: ASTM D2564.
4. Gaskets: Neoprene, l/8 inch thickness, 50 to 60 shore "A' hardness'
5. Fasteners Monel nub, bolts and wadrers.
VALVES
A. Buried shut -of vafues: Provide ball vatves designed for close-off pressure in ehher direction.
B. Above ground vatves: Provide bronze body ball valve or bronze body plug valve.
VALVE BOXES
A. Provide and place service bo x of cast iron or precast concrete over valves. Do not locate boxes in
concrete walks.
B. Valves 2- 12 inches and smaller: Use precast concrete valve box with the wording "GAS" cast into
the cover.
C. Valves 3 inches and larger: Use service box of cast iron, extension type of the required length,
having screw adjustment.
TRACERWRE
A P rovide No. l4 TW insulated copper tracer wire on non-metallic pipes'
CASING
A. Where gas line s are below concrete pavement, provide galvanized pipe, ASTM A120, schedule
40, with extruded polyethylene coating, in pipe sizes 2 inches larger than gas line.
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2.05
PART 3 EXECUTION
3.OI SURFACECONDITIONS
Shepherd Resources, Inc. AIA c268s -2 Gas Distriburtion System
Construction- O4-27-O4
02685
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HUGHES RESIDENCE 030s
GAs DISTRIBUTION SYSTEM
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A. Examine the areas a nd conditions under which work of this Section will be performed. Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed until
un satisfactory condhions are corrected.
I 3.02 F.ELD .'4EASUREMENT
r A. lYake necessary measurements in the field to assure precise frt of items in accordance with the
I approved design.
3.03 INSTALLATION
I A. Install pipe fittings in accorda nce with ANSI B-3 1.8.
B. Pipe cleaning:
| . Thoroughty clean inside of pipe and {ittings before installing.2. Blow lines clear by using 80- | 00 psi clean dry compressed air.3. Rap steel lines sharply along entire lengh before blowing clear.' 4. Cap or plug ends of pipe as necessary to maintain cleanliness throughout installation.
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A. lYake co nnection to Lrtilit/ company or agency service line or meter in accordance with the
requirements of the utility having jurisdiction.
3.05 FIELD INSPECTIONS AND TESTS
A. Provide person nel and equipment necessary, and perform tests required by local agencies having
jurisdiction over this work to demonstrate that the work of this Section has been completed in
accordance with specified requirements.
END OFSECTON
Shepherd Resources, Inc. AIA 02585 - 3 Gas Distribution System
Construction- 04-22-04
HUGHES RESIDENCE
077 t0
030s
ROOF & FOUNDATION DRAINAGE
PART I GENERAL fl-Hrs SECTTON ONLy NEEDED rF REQUTRED By SOrLS ENGTNEER/REPORI)
I.OI SUMMARY
A Provide drainage cf neiar foundation as specified by the Soils Report ard as needed for a complete
and proper installation. Provide heat-traced underground surface drainage sy$em for roof drains
and gutien as required to daylight per all applicable codes. A full foundation and surface drainage
system desigr will be provided if required.
B. Use 'Soils Information' as described in this Proiect Manual under'General Informatibn' in
conjunction with this section.
I.O2 QUALITYASSUMNCE
A. Use adeq uate numbers of skilled workmen who are thoroughly trained and experienced in the
necessary crafts and who are completely familiar with the specified requirements and the methods
needed for proper performance of the work of this Section.
RART2 PRODUCTS
2.OI PIPE MATERIALS
Re: 'Soils In formation' and reports.
Pipe:
l. PVC Pipe: ASTM D7729; perforated/unperforated; plain end,4 inch inside diameter; with
required frttings.
1. Comrgated plastic tubing: Flexible lype, perforated, 4 inch diameter; with required frttings.
3. Foundation drainage system to use perforated pipe at footing locations. Pipe that goes to
daylight, and any pipe carrying surface water, to be solid pipe,
2,02 FILTERAGGREGATE
A. Coarse filter aggregate: Pro vide clean well graded natural gravel or crushed stone; free from
shale, clay, organic materials and debris: maximum size l-ll) inches; minimum size l/4 inch.
B. Fine fiher aggregate: Provide clean well graded natural sand; free from sih, clay, loam, organic
materials and soluble materials.
2.03 OTHER MATERIALS
A. Provide other materials not s pecilically described but required for a complete and proper
installation, as selected by the Contractor subject to the approval by the Owner/Architect and per
Roof & Foundation Drainage
Constnrction- O4-27-U
A.
B.
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Shepherd Resources, Inc. AIA 02710 - |
030s
027t0
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HUGHES RESIDENCE
ROOF & FOUNDATION DMINAGE
I PARr3 EXEcuroN
3 OI SI'RFACE CONDITIONSIt A. Examine the areas a nd conditions under which work of this Section will be performed. Correct
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soils report.
l. Composite Drainage Board
7. Fiher Fabric
3. Plastic Sheeting
conditions detrimental to timely and proper completion of the Work. Do not proceed until
u nsatisfactory condhions are corrected.
3.02 INSTALIATION
A' Excavate trenches t o the lines and grades required for pipe positions, checking trenches by
instrument to assure correct grade.
B. Place the bedding aggregate to the depths and arrangements shown on the Drawings, using
specialcare to provide unilorm and solii bearing the full length ofthe pipe.
C. Install the pipe in the arrangements shown on the Drawings and as required to achieve positive
drainage of the required arem. Form piping into a continuous system, using such fittings and
accessories as are recommended by the manufacturer of the materials, starting at the highest
required drainage elevation and continuing to the point of discharge.
A. Install the ag gregate backfill shown on the Drawings, taking special care to prevent crushing the
pipe' Install the plastic sheet, filter fubric and composite drainage board per manufacturers
instructions.
B. Provide required protection until placement of the next succeeding layer or increment of
construction.
END OF SECTION
I 3.03 INSPECTION
I
A. lf so required by the Ow ner, demonstrate prior to bacKill that the drainage system provides free
r drainage.
I' 3.04 BACKFILL AND COVER
Shepherd Resources, Inc. AIA 077t0 -2 Roof & Foundation Drainage
Construction- 04-72-M
HUGHES RESIDENCE O 030s
02730 SANITARY SEWEMGE SYSTEM
PART I GENERAL
I.OI SUMMARY
A. Tie into the existing sa nitary sewerage s/stem as specified herein and as needed for a cornplete
and proper installation. Use Division l5 in conjunction with this section. Comply with all
requirements of governmental authority having jurisdiction or responsible utility company.
I.O2 QUALITYASSUMNCE
A. Use adeq uate numbers of skitled workmen who are thoroughly trained and experienced in the
necessary crafu and who are completely familiar with the specified reguirements and the methods
needed fcr poper performance of the work of this Section.
PART 2 PRODUCTS
2.0I PIPE AND FITTINGS
Use pipe as required by governmentd authoriry having jurisdiction or responsible utility cornpany.
A. Cast iron soil pipe and frttings (ClP): ASTM A74, class W; rubber gaskets ASTM C564 for
compression joints.
B. Clay pipe and {ittings (VCP): Use extra strengh, bell and spigot, ASTM C200. Use compression
joints ASTM C425, type ll.
C. PVC pipe and fttings: Use extra strength, minimum of SDR 35, ASTM D3034.
D. ABS pipe and fittings: ASTM D2580.
PART 3 D(ECUTION
3.OI SURFACECONDITIONS
A. Examine the areas a nd conditions under which work of this Section will be performed. Correct
condhions detrimental to timely and proper completion of the Work. Do not proceed until
u nsatisfuctory condhions are corrected.
3.02 FIELDMEASUREMENTS
A Make ne cessary measuremen8 in the field to assure precise fit of items in accordance with the
approved design.
Sanitary Sewerage System
Construction- 0+22-04
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Shepherd Resources, Inc. AIA 02730 - |
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HUGHES RESIDENCE
02730 SAN ITARY SEWEMGE SYSTEM
030s
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3.03 INSTALLATION
A Locatio n: Locate the sewer lifies in strict accordance wth the responsible utilif company
diredion.
B. Pipe laying:
l. Protect pipe during handling against shocks and free fall. Remove extraneous material from the
pipe interior.
7. Lay pipe by proceeding upgrade with the spigot ends of the bell and spigot pipe pointing in the
direction of flow.
3. Place, fit, join and adjust the joints to obtain the degree of water tightness required.
C. Cleanor-rts
l. Install cleanouts where required. Coordinate locations with Orainer/ Architect.
3.04 WYE BMNCHES
A. Provide wye branc hes where sewer connections are indicated or required. Where.joining an new
line, join by placing a saddle over the line, and make connection in a manner which will not
obstruct or interfere with the flow.
3.05 BUILDINGCONNECIONS
A. Terminate building co nnections as required.
B. Provide temPorary closures at terminals where the building pipe is not installed. Place marker post
at grade end of plugged line.
3.06 TESTING AND INSPECTION
A. Provide person nel and eguipment necessary, and perform tests required to demonstrate that the
work of this Section has been completed in accondance with the specified requirements and with
govemmental authority having jurisdiction.
END OF SECTION
Shepherd Resources, Inc. AIA 02na -2 Sanitary Sewerage System
Construction- M-27-04
HUGHES RESIDENCE O 0305
028 il LAI\DSCAPE IRRIGATION
PART I GENEML
I.OI SUMMARY
A. Repair/replace exisdng or provide new automatic inigation system, repair exi*ing phnt material
and revegitate native grasses in demolition area.
B. lrrigation: Repair/replace existing or provide new automatic irrigation system in demolition areas
and as necessary to assure the survival and continued groMh of the existing and installed
landscaping, including such temporary irrigation as may be necessary for germination and sustained
growth.
I.O2 QUAITYASSUs.^illCE
A Use adequate numbers of skilled workers who are thoroughly trained and experienced in the
necessary crafu and who are complelely familiar with the specified requirements and the methods
needed for proper performance of the work of this Section.
PART 2 PRODUCIS
2.O I SYSTEM
A. System Manufuctures: TBD
2,07 MATERIALS
A. Pipe: PVC complying with ASTM D24l l; solvent wdd sockets.
B. Pipe: ABS complying with ASTM D2282; solvent weld sockets.
C. Fittings: Type and style of connection to match pipe.
D, Outlets: Brass or bronze construction.
E. Rotary sprinkler head: Fixed/pop-up type with screens.
F. Spray t'7pe sprinkler head: Fixed surface head/pop-up head with a spray pattern to match existing.
2.03 VALVES
A. Gate valves: Brorue construction, non-r'sing stem, inside screw with threaded ends.
B. Backflow preventers: Bronze body construction
2.04 CONTROLS
Landscape lnigation
Construction- 0 4 -72-04
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Shepherd Resources, Inc. AIA 02811- I
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HUGHES RESIDENCE 030s
I o28rl LANDSCAPE IRRIC"qTION
I A. Controller: Manual controller,
I B. Controller housing; weatherproof, watertight, with lockable access door.
- PART 3 E(ECUTION
t 3.ol sURFACE coNDtloNS
I A. Examine the areas and conditions under which work of this Section will be performed. Correctr conditions detrimental to timely and proper completion of the Work. Do not proceed until
r nsatisfactory conditions are corrected.
r B. Rotrte piping to avoid plants and structures.
I 3.02 TNSTALLAIoNI
A. lnstall pipe, valves, controls and outlets in accordance whh manufacturer's instructions.I
I B. Set spr:inkler heads and box covers at finish grade elevations.
I 3.03 BACKFILLING
I
A. Prior to backfilling, test system for leakage for whole system to maintain 100 psi pressure for one
I nour.
B. Provide 3 inch sand cover over piping. Backfill and compact to subgrade elevation.
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END OF SEC]ION
Shephend Resources, Inc. AIA 028r r- 2 Landscape lrrigation
Construction- A4 -22-04
HUGHES RESIDENCE
02950 TREES, PI.ANTS AND GROUND COVER
I
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030s
PART I GENEML
t.0t 5ul'.,1t'4ARY
A. Genenl Scope: Repair existing or provide new automatic irrigation system.
B. Provide new plant material and ground covers: Particular care to be taken to protect existing
trees. Effoft to be made to minimize the area aflected by construction equipment traffic, lay-down
and worker use. All areas or.rtside the 'limits of construction to be clearly delineated and
protected for the duration of construction by suitable means such as fencing or erecting rope
barrien.
I.O2 QUALITYASSUMNCE
A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the
necessary crafu and who are completely familiar with the specified requirements and the
methods needed for proper per{ormance of the work of this Section.
B. Standards: Plants and planting material: Meet or exceed the specifications of federal, state and
county laws requiring inspection for plant disease aM insect control.
I.O3 WARMNTY
A. Provide one year warrdnty including coverage of plants from death or unhealthy conditions.
B. Replacements: Plants of same size and species as specified, planted in the next growing
season, with a new warranty commencing on date of replacement'
PART2 PRODUCTS
2.OI FERTILIZER
A. Provide commercial balanced l0- l0- l0 feriilizer delivered to the site'
2.02 SOILAMENDMENT
A. Provide peat moss as a soil amendment.
2.03 MULCH
A. Provide standand size ground bark chips l/4 inch to I inch in size, mill-run chips of Douglas Fir
bark or other material approved by the Owner/Architect'
7.04 TREE STAKES
A. Provide Redwood stakes, construction grade, rough sawn, 2 inches by 2 inches by 8 feet'
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Shepherd Resources, Inc. AIA 02950 - I Trees. Plants and Ground Cover
Construction- 0+22-04
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HUGHES RESIDENCE 0305
I q2eso TREES, PLANTSAND GROUND COVER
T 2.05 EVERGREEN AND DECIDUOUS SHRUBS
I A. Plant material is to be from nursery stock.
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7.06 PERENNIAL GROUND COVERS
I A. Plant material is to be from nursery stock.
I 2.07 GRASS SEED
I A. General: Provide grass seed which is free from noxious weed seeds; grade a recent crop
seed; Vpe consistent with local climatic and growing conditions.
!2.08 SOD
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I A. Provide sod which is general ASPA approved grade, cuttivated grass sod; with strong fibrous
root system; machine cut whh l2 inch to I inch topsoil base. Grass tJpe consistent whh local
climatic and growing conditions.
I. 2.09 oTHER MATERIALs
I A. Provide other materials not specifically described but required for a complete and properI installation as selected by the Contractor subject to the approval of the Owner/Architect.
I PART 3 EXECUTION
I 3.ot suRFACE coNDTtoNSI
A. Examine the areas and conditions under which work of this Section will be performed.
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ortheWork' Do not
I 3.02 SeREADING TopsotlI
A. Upon completion of finish gnding, perform fine grading required in planting areas, using soil
obtained from the site.I
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3.03 PLANITING TREES AND SHRUBS
A. General:
l. Plant nurdery stock immediately upon delivery to the site and approval by the Owner
02950 - 2 frees, Plants and Ground Cover
Construction- 04-22-04
Shepherd Resources, Inc. AIA
HUGHES RESIDENCE
029s0
0305
TREES, PLANTS AND GROUND COVER
except that, if this is not feasible, heel-in all bare root and balled materials with damp
soil and orotect from sun and wind.
7. Regularty water nursery stock in containers and place thern in a cool area protected
from the sun and wind.
B. Planting: Fill holes with backfill mixture of three parts soil taken from the hole and one Pad
specified soil amendment by volume.
C. Apply the specified mulch to a depth of at least 2 inches, evenly spread over the entire area of
each soil basin.
3.04 SOWNG TURF GRASS
A. Grade seed beds, thoroughly removing ridges and depressions, and making areas smooth,
continuous, firm planes that ensure proper drainage. Remove soil lumps, rocks, sticks and
other deleterious material.
B. Sow with seeder at the rate of 5 pounds per 1000 square feet. Wet bed thoroughly after
seeding and keep all areas moist throughout germination period.
C Protect turf areas by erecting temporary fences, barriers, signs and similar protection as
necessary to prevent trampling.
3.05 STAKING
A. Stake trees using one stake per tree with two tree ties per stake and driving stakes into ground
at least 2 feet.
3.06 SCHEDULE - PIANT LIST on drawings.
END OF SECTION
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Shephend Resources, Inc. AIA 02950 - 3 Trees, Plants and Ground Cover
Construction- 04 -21-44
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HUGHES RESIDENCE
03305
0305
CAST- I N- PLACE CONCRETE fl NCLU DI NG FORMWORK
AND REINFORCEMENT)
PART I GENERAL - Use this section in conjunction with the Structural General Notes. Structural General
Notes take precedence over information included herein.
I.O I SUMMARY
A. Cast-in place concrete including forming, reinforcement, placement and finishing as shown on
structural drawings.
I.O2 QUALITYASSURANCE
A. Use adeq uate numbers of skilled workers who are thoroughly trained and experienced in the
necessary'crafts and who are completely familiar with the specified requirements and the methods
needed for proper performance of the work of this Section.
B. Perform all work in accordance with ACI 30 ,
PART2 PRODUCTS
2.OI FORM MATER,IAIs
A. Except for metal forms, use new materials. Materials may be re-used during progress of the work
providing they are completely cleaned and reconditioned, recoated for each use and capable of
producing formwork of the required quality.
B. Plywood: PS | , grade B/B, class I or ll, exterior, 3/4 inch Douglas fir sheets with clean true edges.
C. Lumber: Spruce or Douglas fir.
D. Prefabricated fibrous glass reinforced resin type: Matched, tight frtting, stifened to support the
weight of concrete.
E. For footings and foundations, use boards or planks secured to wood or steel stakes, substanthlly
constructed to shapes indicated and to suppoft the required loads.
F. Use of earth as the form is not acceptable.
2.02 FORM TIES
A. Hold inner and outer forms for veftical concrete together with combination steel ties and
spreaders.
2.03 FORM RELEASEAGENT
A' Provide colorless mineral oil which will not stain concrete or impair nafural bonding characteristics
Cast-l n-Place Concrete
Construction- 04-72-04
Shepherd Resources, Inc. AIA 03305 - |
HUGHES RESIDENCE
0330s
0305 I
IcAsr-rN-PLACE CONCRETE 0NCLUDING FORMWORK
AND REINFORCEMENT)
of coatirrg intended for use on concrete.
2.04 DESIGN OF FORI.4WORK
A. Design, erect, s upport, brace and maintain formwork so h will safely support vertical and lateral
loads that might be applied, until such loads can be supported bythe concrete structure.
B. Construct formwork so concrete members and structures are of correct size, shape alignment,
elevation and oosition.
C. Provide formwork that is sufficiently tight to prevent leakage cf cement paste during corrrete
placement. Solidly butt joints and provide backup matedd at joints if required to prevent hakage
and prevent fins.
2.05 REINFORCEMENT MATERIALS AND ACCESSORIES
A. Bars: Deformed billetstee I bars, ASTM ,{615; gnde 60.
B. Steel wher For tie wire use black arrnealed steel, l6gage nrinimum.
C. Welded wire fabric: Welded steel, ASTM Al85; plain type in flat sheets; plain linish.
2.06 FABRICATION
A. Fabricate reinforcing bars to conform to the required shapes and dimensions.
B. Place reirforcement, supported and secured against displacement.
C. Ensure reinforcing is clean, free of loose scale, dirt or other foreign coatings'
7.07 CEMENT
A, Provide a standard bnnd of portland cement, ASTM C 150, lype I or ll, One brand to be
provided throughout project.
2.08 AGGREGATES
A. General: Provide hardroc k aggregate, ASTM C33, with additional attributes as specified herein.
B. Fine aggregate: Provide washed natural sand having strong, hard, durable parlicles, and containing
not more than 2 percent by weight of deleterious matter such as clay lumps, mica, shale or schist.
Grade from coarse to fine.
C. Coarse aggregate:
| . Provide coa6s :ggregate consisting of clean, hard, fine-grained, sound crushed rock or
washed gravel, or a combination of both, containing not more than 5 percent by weight
Cast-l n-Place Concrete
Construction- 0 4 -27-0 4
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Shepherd Resources, Inc. AIA 03305 - 2
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HUGHES RESIDENCE
I o33os
0305
CAST-IN-PLACE CONCRETE (|NCLUDING FORMWORK
AND REINFORCFMENT)
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of flat, chip-like, thin, elongated, friable or laminated pieces, nor more than 2 percent by
I weight of shale or cherty material.
t 2. Use coarse aggregate of the largest practicable size for each condition of placement.
r 2.09 WATER
Ir A. Use o nly clean ootable water.
I 2. ro coNCRETE MtxESI
A. Unless otherwise directed use portland cement to achieve an uhimate compressive strength of
I 3000 psi at 28 days or as required on struch.rral notes.I
B. Slump: Footings and slabs on grade: 3 inches.-I All other concrete: 4 inches.I
C. Air content Provide 6 to 8 percent entrained air for all exterior concrete.-I
I 2.11 QTHER MATERIALS
G
I A. Expansion joint filler: Use preformed strips, non-extruding and resilient bituminous type, of
thickness indicated, ASTM D 175 | .
I B. Provide other materials not specifically described but required for a complete and proper
installation as selected by the Contractor subject to the approval of the Owner/ArchitecVEngineer.
I
I 2.t7 PATTERNED/COLORED CONCRETE
I A' Provide patterned colored concrete as specified on floor plans and site plan. Pattem and color
I rBD.
PART 3 EXECUTIONI
r 3.ot suRFACE coNDtloNS
I A' Examine the areas a nd conditions under which work of this Section will be performed. CorrectI conditions detrimental to timely and proper completion of the Work. Do not proceed until
unsatisfactory conditions are corrected.
I 3.02 FORM CONSTRUCTION
D A. Construct f orms in accordance with ACI 347 to the exact sizes, shapes, lines and dimensionsa shown, and as required to obtain accurate alignment, location, grades, and level and plumb work.
in the finished structure.
Cast- I n- Place Concrete
Construction- 04-22-04
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Shepherd Resources, Inc. AIA 03305 - 3
HUGHES RESIDENCE
0330s
0305 I
IcAST-rN-PLACE CONCRETE (TNCLUDTNG FORMWORK
AND REINFORCEMENI)
B. Provide for openings, offseb, keyways, recesses, moldings, reglets, chamfers, blocking, screeds,
bulkheads, anchorages, inserts and other features as required.
C. Control joints in a l2"x l2' pattem (exterior). lf control joints are required that are different than
indicated, notify Architect prior to concrete pour.
D. Provisions for other trades:
| . Provide openings in concrete formwork to accommodate wo* of the other trades.
2. Yenty size and location of openings, recesses! and chases with the trade reguiring such
items.
3, Accurately place and secure! supPort items to be built into the concrete.
3.03 FORM COATINGS
A. Coat form co ntact surfaces with form coating compound before reinforcemen! is placed.
B, Do not allow excess form coating material to accumuiate in the forms or to come in contact with
surfuces which will bond to fresh concrete.
C. Apply the form coating material in strict accordance with the manuhcturer's instructions.
D. Do not apply form release agent where concrete sur{aces will receive special finishes.
3.04 REMOVAL OF FORMS
A. General:
| . Do not disturb or remove forms until the concrete has hardened sufficiently to permit
form removal with complete safety.
Z. Do not remove shoring until the member has acquired sufticient stren$h to support its
own weight, the load upon it and the added load of construction.
3. Do not strip {loor slabs in less than 7days.
4. Do not strip vertical concrete in less than 2 days.
B. Finished surfaces:
| . Exercise care in removing forms from finished concrete surfaces so that the surfaces are
not marred or gouged, and that the comers are true, sharp and unbroken.
2. Do not permit steel spreaders, form ties or other metal to project from, or be visible on,
any concrete surface except where so shown on the Drawings.
3. Solidly pack form tie holes, rod holes and similar holes in the concrete with cement grout.
Flush the holes with water before packing, screed offflush and grind to match adiacent
sufaces.
3.05 REINFORCEMENTFABRICATION
Cast- In- Place Concrete
Construction- 04-22-04
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Shephend Resources, Inc. AIA 03305 - 4
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HUGHES RESIDENCE
I o33os
030s
cAST-tN-PLACE CONCRETE (TNCLUDTNG FORMWORK
AND REINFORCEMENT)
A. Fabricate reinforcing bars to conform to the required shapes and dimensions.
B. Place reinforcement, supported and secured against displacement.
C. Ensure reinforcing is clean, free of loose scale, dirt or other foreign coatings.
3.06 REINFORCEMENT INSTALLATION
A. Locate and support reinforcement by metal chairs, runners, bolsters, spacers and hangers as
required.
B. Place reinforcement to obtain minimum coverages for concrete pnotectixr.
C. Arrange, space and securely tie bars and bar supports together wth the specified tie wire.
D. Set wire ties so twisted ends are directed away from exposed concrete surhces.
tI E. InEtall welded wire fabric in as long lenghs as practicable, lapping adjoining pieces at least one fullr mesn.
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A. Unless otherwise approved by the Owner/Engineer use ready mixed concrete complying with
ASTM C94.
F. Provide sufficient numbers of supports, and of strength to carry the reinforcement.
3.07 REINFORCEI.4ENTSPLICES
A. Lap splices: Ties securely wi th the specified wire to prevent displacement of splices during
placement of concrete.
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3.0e INSERTSAND EMBEDDED trEMS
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A. Coordinate the v arious trades who are required to fusten work to the structure, or are required
to insert therein any sleeve, box, bolt, anchor or other rough hardware.
B. Provide every facility for setting all required items accurately in the forms.
C. Conduits and sleeves:
| . Locate so as not to reduce the stren$h of construction. Do not place pipes, except
conduib, in slabs less than 3- l2 inches in thicrness.2. In placing conduits in slabs on earth, place below the reinforcement and encase in
concrete by increasing the thickness ofthe slab locally to at least 3 inches of concrete
around the conduit on all sides.
I
Shepherd Resources, Inc. AIA 03305 - 5 Cast- | n-Place Concrete
Construction- 04-27-04
HUGHES RESIDENCE
03305
030s
CAST-IN-PLACE CONCRETE (INCLUDING FORMWORK
AND REINFORCEMENT)
3.IO CONVEYING AND PIACING CONCRETE
A. Before placirrg c oncrete, thoroughly clean forms and make trght.
B. Do not place concrete until reinforcement, conduits, outlet boxes, anchors, sleeves, hangers, bohs
and other embedded materials are securely and properly fastened in their correct positions.
C. Prepare previously placed concrete by cleaning whh steel brush and applying bonding agent. Apply
bonding agent in strict accordance with manufacturerrs instructions.
D. Separate slabs'on-grade from vertical surfaces wifr joint filler; ertended lrom botlcrn of slab to
wiihin l/4 inch of finished slab sur{ace.
E. Place concrete continuously between predetermined expansion, control and construction joints.
F. \Ahere new concrete is dowelled to existing work, drill holes in existing work, insert steel dowels
and pack with non-shrink grout.
.
G. Screed floors, slabs-on-grade and concrete base for toppings level, maintain surface flatness of
maximum 16 inch in | 0 feet,
H. Thoroughty work concrete around reinforcement and embedded fixtures and into comers of
forms during placing operations.
l. Completely compact with tamping poles and by tapping forms until the concrete is thoroughly
compact and without voids.
CURING
A. lmmediatety after placement, protect concrete from premature drying.
B. Maintain concrete with minimal moisture loss at relatively constant temperature for a period
necessary for hydration of cement and hardening of concrete.
SLAB ON GRADE THICKNESS
A. Typical 4" thick slab on grade with welded wire fabric reinforcement on 4" gravel.
CONCRETE CURBS
A. Concrete curb's m noted on the Site/Grading Plan.
END OF SECTION
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Shepherd Resources, Inc. AIA 0330s - 6 Cast- | n-Place Concrete
Construction- 04 -27-44
03375
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CONCRETE SEALING
'
PART I GENEML
I t.ot suMMARy
3
A, Stain & seal (color TBD) concrete floor surfaces at main level- interior and exterior, where
I concrete is exposed, as specified herein and as needed {or a complete and proper installation.|| Refer to plans for locations.
I
r.02 QUALTTYASSUMNCE
A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the
f necessary crafts and who are completely familiar with the specified requirements and the methods
I needed for proper performance of the work cf this Section.
ii r.03 WARMNTY
I A. Upon completion of the work, and as a condition of hs acceDtance, deliver to the Owner one
l, copy of the manufacture/s standard written warranty.
-
j PART 2 PRODUCTS
I
I 2.0 | sEALERs
I A' Manufacturer: Standard Concrete Sealer - Waterbase, for interior applications.I
I PART 3 EXECUTIoNr
3.OI SURFACECONDITIONSt
a A. Examine the areas and conditions under which work of this Section will be performed. Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed untilI unsatishctory conditions are corrected.
I
3.02 APPLICATION
I
I A. Preparation:
r i' 3:1:'I'J#':1:ff:T,:'?j*b"1,,-*i:,fr,""ffJ#Tffi"J;:JiTJ:3.po,na
I residue to assure penetration ofthe product into the surface.3. On existing concrete:
I a' Sweep all areas to be treated using a fine bristle broom or hose of with water and let dry
I to remove all surface dust and dirt.
b. Free the surface from all contaminants which would inhibit penetration of the product into
Concrete Sealing
Construction- M-22-04
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Shepherd Resources, lnc. AIA 03375 - |
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HUGHES RESIDENCE
the pores of the material to be treated.
c. Femore all curing, sealilgand coaing agersbyuse of c*rernlcd on n lschan'r{d t]eEns as
necessary.
d. lf acid is used to rernove surface coatings, flush the surhce wth water suficiently io
Femove al! acid ard acrd residw.
B, Application: Comply with manr.rfacturer's instructions,
END OF SECTION
Shepherd Resources, Inc. AIA 03375 - 2 Concrete Sealing
Construction- 0'1-22-04
I
HUGHES RESIDENCE 0305
I o3sro CONCRETETOPPING
rl
I PART I GENEML
I r.or suMMARy
;| A. Provide lightweight c oncrete floor toppings shown on the Drawings, as specified herein and as
I needed for a complete and proper installation.
I
I t.02 QUALTTY ASSURANCE
I A. Use adeq uate numbers of skilled workmen who are thoroughly trained and experienced in the
I necessary crafts and who are completelT familiar with the specified requirements and the methods
- needed for proper performance of the work of this Section,
I pARr2 pRoDUCrs
-t A. lYan ufacturers: Standard lightweight concrete.t
I PART 3 EXECUTION
^
I 3.ot sURFACE coNDtloNS
I
A. Examine the areas a nd conditions under which work of this Section will be oerformed. Correct
I conditions detrimental to timely and proper completion of the Work. Do not proceed until
I unsatisfactory conditions are corrected.
I B. Building interior shall be enclosed and maintained at a temperature above 50 degrees F until
t structure and subfloor temperatures are nabilized.
t C. Subfloor shall be broorn clean and free from any contaminants.Iv D. Before pouring concrete, subfloor shall be coated with manufacturer-approved primer.
-I -.
^ccepraore suorroor:F l. Structural concrete.
n 2. 3/4 in. tongue and groove plywood.
a
3.02 INSTALATION
II A' Mix lightweight co ncrete in accordance with manufacture/s instructions.
Concrete Topping
Construction- M-77-04I
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Shepherd Resources, Inc. AIA 035 l0 - |
o
HUGHES RESIDENCE
035 r0 CONCRETE TOPPING
0305
ln*df lightwe[tC €orrrete tsa nrkrimum thicknese of I ']4 n or 7t/+ in, - see t$tern rotes for
addhional concrete topping information and location.
Revide continuous vendation and adequate heat to remode modure from the area until
undedayment is dry.
END OF SECTION
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Concrete Topping
Consfuction- 0+77-04
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HUGHES RESIDENCE 0305
I !3! 16 PRECAST CONCRETE PAVERS
I
PART I GENEML
I t.Ot SUMMARY
I A' Provide precast concrete paving where shown on the Drawings, as specified herein and as
t needed for a complete and proper installation.
I 1.02 QUALTTYASSUMNCE
I A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in
I the necessary crafu and who are completely familiar whh the specified requirements and the
I methods needed for proper performance of the work of this Section.
i t.03 DEL|VERY, STOMGEAND HANDLTNG
! A' Store concrete pavers off ground and cover to protect from elements.
I
. PART 2 PRODUCTS
I 2.or MATERTALSI
A. Concrete pavers: Provide units of the dimensions to match Town of Vail streetscape pran.
t B. Manufacturer:
_ | . To match Town of Vail streetscape plan
- Color: To match Town of Vail streetscape planT
C. Granular fill / Road base.
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I D. Heat reflective foil membrane as recommended by mechanical contractor.
; E. Sand
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PART 3 E(ECUTION
I 3.0t SURFACE COND|TIONS
I A. Examine the areas and conditions under which work of this Section will be performed.
I Correct conditions detrimental to timely and proper completion of the Work. Do not
proceed until unsatishctory conditions are corrected.
| 3.02 PREPAMTION FOR LAYING (at sand set pavers)
Precast Concrete Pavers
Construction- 04-22-04I
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Shepherd Resources, Inc. AIA 03516 - |
HUGHES RESIDENCE
035 r5
0305
PRECAST CONCRETE PAVERS
A. Prepare soil undedayment - canpact structural soil to required caPacrty per the Foils report'
B. Compact 6' of roadbase/gravel to required capacity per the soils report'
C. Radiant heating snow melt system and heat reflective foil rnembrane to be located within the
leveling bed of saM on roadbase/gravel .
3.03 LEVELING BED
A. Apply sand leveling bed to proper thickness. Screed the surface to produce a bed surface
with level, plumb face ready for pavers. Radiant heat pipes to be located in the sand leveling
3.08 PAVER LAYING (at sand set pavers)
A. Use undamaged clean pavers only. Lay in level sand bed in strict.accordance with the pattern
consistent whh Town of Vail, Wherever a paver must be cut, use a masonry saw' Do not
leave cut ends exposed.
B. Joints
| . Fill %" joints with sand and tamper pavers in place per manuFacturer's
recommendations.
2. Sweep excess sand away leaving joints lilled with sand.
END OF SECTION
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Shepherd Resources, Inc. AIA 03sr6 - 2 Precast Concrete Pavers
Construction- 04-22-04
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HUGHES RESIDENCE 030s
I o42ro BRICK MASONRY
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PART I GENEML
I.OI SUMMARY
A. Provide brick masonry w here shoarn on the Drawings, as specified herein and as needed for a
complete and proper installation.
B. See Division | 0305 - Fireplaces in conjunction with this section.
I.O2 QUALITYASSURANCE
A. U se adequate numbers of skilled workmen who are thoroughly trained and experienced in the
necessary crafts and who are completely familiar with the specified reguirements and the methods
needed for proper performance of the work of this Section.
PARI2 PRODUCTS
2.0I BRICK
A. fire brick AS TM C27 class, super-duty regufar type splits.. To be used at fneplace and laid in
herring bone pattern where exposed to view or where shown on drawings.
2.07 OTHER MATERIALS
A. Portland ceme nt: AST|.4 C|50, type I or ll.
B. Aggregate:
| . Sand for mortar: ASTM C 144.
2. ,Aggregate for grout: ASTIY C404,
C. Lime:
l. Quick lime: ASTM C5.
2. Hydrated limer ASTM C207, type S.
D. Premix mortar: ASTM C387, using gny cement, normal strengh.
E. Coloring pigment: Provide pure ground mineral oxides, non-fading and alkali prool approved by
the Owner/Architect.
F. Water: Clean and potable.
G. Reinforcement and anchorage as required for fireplace firebrick construction.
Brick Masonry
Construction- 04-27-M
Shepherd Resources, Inc. AIA 042 l0 - |
HUGHES RESIDENCE
042 r0
030s t
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BRICK MASONRY
2.03 ACCESSOR}ES
A. As required for fireplace firebrick construction.
7,04 MORTARAND GROUT MIXES
A. Mortar: Unless otherwise directed by the Ovner/Archhect or govemmental agencies having
jurisdiction, use type S mortar consisting of:
| . One part portland cement; to
2. One-half part lime; to
3. Not more than four and one-half parts sand measured damp and loose'
B. Grout strength:
L Use gror.rt having not less than 2000 psi compressive stren$h at 28 days.
2. Where compressive stren$hs exceeding 2000 psi are called for on the Drawings or required
by governmental agencies, use a laboratory designed mix acceptable to the Owner/Architect.
PART 3 EXECUTION
3.OI SURFACECONDITIONS
A. Examine the areas a nd conditions under which work of this Section will be performed' Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed until
unsatisfactory conditions are corrected.
B. Do not commence installation until foundations are clean, rough and level. Sandblast the
foundation tops if necessary and remove all laitance and foreign material'
3.02 INSTALLATION
A. Wetting of bricks: Use brick that is sufficiently damp so that mortar will remain plastic enough to
permit the brick to be leveled and plumbed immediately after being laid without destroying the
bond.
B. Laying:
l. Herring bone pattem, make the brickwork plumb, level and true to line, unless otherwise
indicated on the Drawings,
3,03 CONTROLAND EXPANSION IOINTS
Brick Masonry
Construction- 04-22-U
Shephend Resources, Inc. AIA 042to -7
I
HUGHES RESIDENCE 030s
I o42ro BRICK MASONRY
t A. Install preforhed control joint device as required; seal end, butt and corner joints in
t accordance with manufacturer's instructions. Size control joint in accordance with sealant
m anufactu re rrs instructions,I!- 3.04 torNERY
I A. General: Tool a nd make smooth, solid and watertight alljoints exposed to the weather. Cut out
and repoint any defective joints
-.| B. Joint pattern:
-' | . Make concave tooled joints.
,l 2. Make "struck" joints on all joints not exposed to the weather or joints to covered by plaster or
r sirnilar material.
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I 3.os porNTrNGANrD cLEANTNG
- A' Atthe completion of this potion of the Work, visually inspect the work of this Section and point,
t or cut out and repoint if necessary, all holes and defectir,re joints.
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END OF SECTION
Shepherd Resources, Inc. AIA 04210 - 3 Brick Masonry
Construction- 04 -27-04
HUGHES RESIDENCE
04224 CONCRETE UNIT MASONRY
0305 I
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PART I GENEML
I.OI SUMMARY
A Provide concrete unit masonry and water repellent coating where shown on the Drawings, as
specified herein and as needed for a complete and proper installation.
B. Use this section in coniunction with the Structural General Notes.
I.O2 QUALITYASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the
necessary crafts and who are completely familiar with the specified requirements and the methods
needed for proper performance of the work of this Section.
PART 2 PRODUCTS
2:01 CONCRETE MASONRY UNITS
A. Use lightweight hollow load-bearing concrete masonry units; ASTM C90, gnde N, type l, natural
gray color.
B. Dimensions: Use units of the Dimensions shown on the Drawings. lf no size is shown on the
Drawings, use units having nominalface dimensions of l6 inches by I inches by the depth shown
on the Drawings or as required.
C. Provide the necessary shapes as indicated or otherwise required.
2,02 REINFORCEMENTANDACCESSORIES
A. Bars: ASTM 46 15, grade 60; use deformed bars for No. 3 and larjer.
B. \Mre reinforcement: ASTM A82.
2,03 OTHER MATERIALS
' A. Poftland cement: ASTM C 150, type l.
B. Lime:
L Quick lime: ASTM C5.
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Shepherd Resources, lnc. AiA 04720 - |Concrete Unh Masonry
Construction- 04-22-04 I
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HUGHES RESIDENCE
| 04720
030s
CONCRETE UNIT MASONRY
t 2. Hydrated lime: ASTM C207 type S.
I1-
C. Aggregate:
t I . Sand for mortar: ASTM C 144.
I 2. Aggregate for grout ASTM C404.
a D. Water: Clean and potable.
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I 2.04 MORTARAND GROUT MTXESfIA. Mortar: Unless otherwise directed by the ArchitecVEngineer, use type S mortar consisting of:
t l. One part portland cement; to
|J 2. One-half paft lime; to
3. Not more than four and one-half parts sand by volume.
I B. Grout: Use fine grout or coa6e grourt as required and in accordance with ASTM C475.rr
| . Fine grout: Use one part portland cement to three parG sand with sufficient water to achieve
fluid consistency.
I 2. Coarse grotrt: Use one part portland cement to three parts sandto two parb coarse' aggregate with sufficient water to achieve fluid consistenqy
^IT PART 3 EXECUTION
I 3.ot suRFAcE coNDtloNSt
A. Examine the areas and conditions under which work of this Section will be performed. Correct
I conditions detrimental to timely and proper completion of the Work. Do not proceed untilt unsatisfactory conditions are corrected.
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I 3.02 ENVIRONMENTAL CONDTTTONS
I A. Do not place masonry units when air temperature is below 40 degrees F.
I B' Protect masonry construction from direct exposure to wind and sun when erected in airt temPerature of 99 degrees F in the shade, with relative humidrty less than 50 percent.
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r 3.03 INSTALLATTON
rF A. General:
i | . Use masonry saws to cut and fit masonry units.
I ). Set unk plumb, true to line and with level courses accurately spaced.
Concrete Unit Masonry
Construction- 04-72-04I
I
Shepherd Resources, Inc. AIA O4Zjn J
HUGHES RESIDENCE O
04220
0305
CONCRETE UNIT MASONRY
3.
4,
holes.
B. Lalng:
Clean the top surface of foundation free from dirt, debris and laitance, and expose the
aggregate prior to installing first course.
Accurately frt the units to plumbing, ducts, openings and other interfaces, neatly patching all
I . Unless otherwise shown on the Drawings, provide running bond pattern with vertical joints
located at center of masonry units in the alternate course below.
2. Unless otherwise shown on the Drawings, make masonry plumb, level and true to line, with
square angles and comers.
Reinforcement:
L Provide rtirforcement as shown on the Drawings, fully embedded in grout and not in rnortar.
7. Provide required metal accessories to ensure adeguate alignment of steel during grout filling
operations.
Tooling: Tool joints to a dense smooth sur{ace with concave pattern.
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D.
3.O4 GROTJTING
A. Perform grouting in strict accordance to the provisions of the local building code.
B. Solid grout all CMU where indicated on structural drawing.
3.05 CLEANING
A. Clean surfaces of masonry as reguired for proper application of the specified finisfres.
END OF SECTION
Shephend Resources, Inc, AIA 04220 - 3 Concrete Unit Masonry
Construction- 04-27-04
I HUGHES RESIDENCE
I 042s6
0305
A. Portlan d cement: ASTM C|50, type I or ll.
B. Sand for mortar: ASTM C144.
C. Lime:
L Quick lime: ASTM C5.2. Hydrated lime: ASTi"1 C207, type S.
D. Coloring pigment: Use pure ground mineral oxides, non-fading and alkali proof as approved by
the Architect.
E. Water: Clean and potable.
F, Anchoring system: Use anchoring system in accordance with local building code.
MECHANICALLY SUPPORTED STONE VENEER
I PART I GENEML
-
I.OI SUMMARYIt A. Provide mecha nically supported masonry veneer where shown on the Drawings, as specified
herein and as needed for a complete and proper installation.-
. I.O2 QUALITYASSUMNCE
A. Use adeq uate numbers of skilled workers who are thoroughly trained and experienced in the
necessary crafu and who are completely familiar with the specified requirements and the methods
needed for proper performance of the work of this Section.
PART 2 PRODUCTSr
I 2.0 | EXTERIOR STONE VENEER (see Drawings for tocations)
I A. Mountain ash, dry-stack whh a nominal installed thickness of six inches. Veneer is to contain a
I minimum of forty percent brown tone stones. Refer to the Foundation Plans and Elevations for
bcations.
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I 2.02 OTHER MATERIALS-
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2.03 MORTARAND GROUT MIXES
f A. Mortar: Unless otherwise directed by the ArchitecVEngineer, use t/pe S mortar consisting of:
One part portland cement.2. One-halfpartlime.
3. Not more than four and one-half parG sand by volume.
Shepherd Resources, Inc. AIA
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0Q56 - | Mechanically Supported Stone Veneer
Construction- 04-72-U
HUGHES RESIDENCE
04256
0305
MECHANICALLY SUPPORTED STONE VENEER
B. Gror,rt: Use one part portland cement to three parts sand to two parts pea gravel with sufficient
water tc achieve a pourable consistency.
PART3 EXECUTION
3.OI SURFACECONDITIONS
A. Examine t he areas and conditions under which work of this Section will be performed. Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed until
u nsatisfactory conditions are corrected.
3.02 INSTALIATION
A. Coordinate with ot her trades as required to assure proper and adequate provision in the work of
those trades for interface with the work of this Section.
B. Verif that the anchoring system is attached in a manner to provide not less than the support
required by local building codes.
C. Installing:
l. Install stone, in dry stack pattem, laid flat (very horizontal coursing).
2, Install comer/pillar units per the dimensions on the drawings'
3. Base of veneered walls shall be supported by steel angles or concrete foundations.
4. \y'y'here stone window sills exist, sills shall be thin pieces of wall veneer, placed horizontally.
5. Wall and Column Caps: Stone caps using same material as stone terrace paver material.
6. Where cavities exist between the veneer units and the backing area, fill solidly with the
specified grout as the work progresses, completely covering in and around all ties.
D. Sample:
| . Provide a 6' x 6' sample area at job site for approval by the Ovner/Architect.
3.03 CLEANIT\G
A. During the pro gress of the work, use all means necessary to prevent staining of the exposed face
by mortar, grout or any other material not scheduled to be applied'
B. Remove mortar and grout stains as work progresses.
C. Upon completion of the work of this Section, clean all exposed veneer sudaces'
END OF SECTION
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Shepherd Resources, lnc. AIA 04756 -2 Mechanlcalty Supported Stone Veneer
Construdion- 04-72-04
I
HUGHES RESIDENCE
I o44so STONE, MARBLE, AND GMNITE
I PART I GENERAL
I I.OI SUMMARY
t
A. Provide natural sto ne, marble, and granite as shown on the Drarings, as specified herein and asa needed for a complete and proper installation.
I I.O2 SUBMITTALS
I
I A. Samples: Submit samples of the proposed stones, marble, and granite showing darkest and
lightest colors and stating the percentage of each to be provided where stone or slab that have not
I been specifically selected and put on bold for this project. Submit samples of grout for use at
I stone tile locations.
I t.03 QUALTTYASSUMNCE
r A. Use adeq uate numbers of skilled workmen who are thoroughly trained and experienced in the
I necessary crafts and who are completely familiar with the specified requirements and the methods
I needed for proper performance of the work of this Section.
- PART 2 PRODUCTS
! 2.OI EXTERIORSTONE
f A. paverc
tt | . Location: Entry Walk, Entry Terrace, North Terrace, Ski Room terrace, Stair B, Master
!_ Bedroom Deck, South Deck, and North Deck.2. Material: C.S.l. Coteaux Veux Versailles; Grout color; TBDI
B Stone wall and columns caos
t | . Material: C.S.l. Coteaux Veux Versailles in 3" thickness
I 2,02 INTERIOR STONE :
-
I A' Pavers
Location: ski Room 002, Alcove 005, stair A, Entry 103, powder | 06, Alcove 108, and
I Landry t07
! 7. Material: C.S.l. Coteaux Veux Versailles; ; Grout color; TBD
I B. Fireplace stone tiles
r i. i''.EtnT'rt#troomnrePlace
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3. Hearth l.4aterial: Limestone TBD
- 2.03 INTERIOR MARBLE : Referto schedule 04450-4for material and location
04450- I Stone, Marble, and Granite
Construction- 04 -22-04
0305
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Shepherd Resources, Inc. AIA
HUGHES RESIDENCE
04450 STONE, MARBLE. AND GRANITE
0305
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2.04
20s
2.06
INTERIOR GMNITE: Refer to schedule 04450-4 for material and location
INTERIOR LIMSTONE: Refer to schedule 04450-4 for material and location
OTHER MATERIAIS
A. Portland ceme nt: ASTI.4 Cl 50, type ll.
B. Sand: ASTM C144.
C. Lime:
L Quick lime: ASTM C5.
7. Hydrated lime: ASTM C207, type S.
D. Water: Clean and ootable.
E. Angles, anchors, dowels, and bolG: Use corrosion-resistant metals only.
F. Sealer: Provide a waterbase water repellent sealer.
G. Underlayment at countertops: GMMU.
H. Provide other materials not specifically described but required for a complete and proper
installation as selected by the Contractor subject to the approval of the Architect.
PART 3 EXECUTION
3.OI SURFACECONDITIONS
A. Examine the areas a nd conditions under which work of this Section will be performed. Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed until
u nsatisfactory conditions are corrected.
3.02 INSTALLATION: EXTERIOR AND INTERIOR PAVERS
A. Thick set (radiant heat pipes to be located in grout bed).
3.03 INSTALLATION: INTERJOR STONE, MARBLE, AND GMNITE SLABS AND TILE
A. Refer to schedule 04450-4 for material and location
3.04 CLEANING
A. Upo n completion of installation, carefully clean all exposed sudaces.
| . Stone: Use a l0 percent solLrtion of muriatic acid with fiber brushes and water.
7. Marble: Do not use acids, harsh abrasives or wire brushes
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0,f450-2 Stone, Marble, and Gnnite
Construction- 0 4 -27-04
Shephend Resources, Inc. AIA
l
HUGHES RESIDENCE
I o44so STONE, MARBLE, AND GMNITE
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3.0s sealing
A. Alier cleanin g the interior stone, install a waterbase water repellent sealer per the manufacturers
I
recommendations.
B. After cleaning the interior marble and granite install the sealer.
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l. 5l I porous plus or as suggested by manufacturer.
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4.00 Supplier
! A. Supply sto ne, marble and granite from one supplier as much as reasonable to increase quality
control,
I END oF sECTroN
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Stone, Marble, and Gnnite
Construction- 04-27-U
Shepherd Resources, Inc.AlA 04450.3
HUGHES RESIDENCE O
4450-A
0305
STONE, MARBLE. GMNITE, AND TILE SCHEDULE
1.0 | STONE, MARBLE, GMNITE and SLATE
A, Exterior Walhvays, Stairways, Terraces and Deck:
Floor: (DM) Decorative Materiah, Coteau Veux, Versailles pattem
Bench: (DM) Coteau Veux, Slab 3'thick
Column Caps: (DM) Coteau Ver-x, Slab 3" thick
B. Ski Room 002:
Floor: (DM) Coteau Veux, Versailles pattem
C. Alcove 005:
Floor: (Dl-'l) Coteau Vieux, Versailles pattem
D. StairA:
Treads & Risers: (DM) Coteau Veux, Slab
E. Bath 004:
Fbor: (DM) Coteau Veux, Versailles with bronze accenttiles TBD
Baseboard: (DM) Coteau Veux, heigfrt to match wood baseboard
(see tile drawing for details, including stone base interface detail W
wood casing)
Countertop: (MU) Marble Unlimited Madura Gold slab granite
Edge: TBD
Backsplash: TBD
Tub6hower - Deck (MU) Madura Gold sleb gnnite
(udermount tub)
Tub Face: (MU) l2 x 12 Kashmiere Yellow tile granite whh bronze
accent tiles TBD
Walls: (MU) l2 x l2 Kashmiere Yellow tile granite with bronze
accent tiles TBD
Ceiling: (MU) | 2 x l2 Kashmiere Yellowtile granite
(see tile drawings for lay-orX)
F. Bath 006:
Floor: (DM) Coteau Meux, Versailles with bronze accent tiles TBD
Baseboard: (DM) Coteau View heightto match wood baseboard
(see tile drawing for details, including stone base interface detail w/
wood casing)
Countertop: (MU) Pladura Gold slab granite
Edge:TBD
Backplash: TBD
Tub/Shower - Deck (MU) Madura Gold slab granite
(udermount tub)
Tub Face: (MU) l2 x l2 Kashmiere Yellow tile granite with bronze
accent tiles TBD
Walls: (MU) l2 x l2 Kashmiere Yellow tile granite with bronze
accent tiles TBD
Ceilir'g: (MU) | 2 x l2 Kashmiere Yellow tile granite
(see tile drawings for lay-out)
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Shephend Resources, Inc. AIA 4450-4- |Stone, Marble, Granite, and Tile Schedule
Construdion- 04-22-04
HUGHES RESIDENCE
4450-A
0305
STONE. MARBLE. GMNITE. AND TILE SCHEDULE
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G. Bath 0l l :
Floor: (DM) Coteau Veux, Venailles with bronze accent tiles TBD
Baseboard: (DM) Coteau Vieux, height to match wood baseboard
(see tjle drawing for details, including stone base interface detailw/
wood casing)
Countertop: (MU) Madura Gold slab graniF
Edge: TBD
Backplash: TBD
Tub/Shower - Deck: (MU) l4adura Gold slab granite
(udermount tub)
Tub Face: (MU) | 2 x | 2 Kashmiere Yellow tile granite with bronze
accent tiles TBD
Walls: (MU) l2 x l2 Kashmiere Yellow tile granite with bronze
accent tiles TBD
Ceiling: (MU) | 2 x | 2 Kashmiere Yellowtile granite
(see tile drawings for lay-or.rt)
H. Entry. 108:
Floor: (DM) Coteau Veux, Versailles pattem
Bench: (Dl'4) Coteau Vieux, Slab 3" thickl. Powder Room 106:
Floor: (Dl4) Cotear Vieux, Versailles p&m
Countertop: (MU) Beaumannier Limestone Slab
Edge: TBD (complex)
Back Splash: see buih-in pkg. for details
J. Alcove 108:
Floor: (DM) Coteau Meux, Versailles pattem
K. Bath 105::
Floor: (DM) Coteau Vieux, Versailles with bronze accent tiles TBD
Baseboard: (DM) Coteau Veux, height to match wood baseboard
(see tile drawing for details including stone base interhce detail w/
wood casing)
Countertop: (MU) Marble Unlimited Madura Gold slab granite
Edge: TBD
Backplash: TBD
TuUShower - Deck (MU) Madura Gold slab granite
(udermount tub)
Tub Face: (MU) | 2 x | 2 Kashmiere Yellow tile granite with bronze
accent tiles TBD
Wafls: (MU) l2 x l2 Kashmiere Yellow tile granite wth bronze
accent tiles TBD
Ceiling: (MU) 12 x | 2 Kashmiere Yellow tile granhe
(see tile drawings for lay-out)
L. l'4aster Bathroom ll3:
Floor: (DM) l2 x l2 Hlila Limestone whh bronze accent tiles and
Shepherd Resources. Inc. AIA 4450-4- 2 Stone, Marble, Granite, and Tile Schedule
Construction- U-22-04
HUGHES RESIDENCE
4450-A
0305
STONE, MARBLE, GMNITE, AND TILE SCHEDULE
onfx mosaics TBD
Baseboard: (DM) ) | 2 x | 2 Hlila Limestone height to match wood
baseboard (see drawings for details, including stone base interface
detail w/ wood casing)
Countertops: (DM) Hlila Limestone slab
Edge:TBD (complex)
Tub Deck: (DM) Hlila Limestone slab
(see tile drawings for lay-out)
M. Master Shower I l5:
Floor: (DM) l2 x l2 Hlila Limestone with bronze accenttiles
Walls: (DM) | 2 x | 2 Hlila Limestone with bronze accent tiles and
onp< mosaics TBD
Ceiling: (DM) | 2 x l2 Hlila Limestone
Sea! (DM) Hlila Limestone shb
SheF: (DM) Hlila Limestone dab
(see tile drawings for lay-oLit)
N. MasterWaterCloset I 14:
Floor: (DM) l2 x l2 Hlila Limestone with bronze accent tiles and
onp< mosaics TBD
Baseboard: (DM) ) | 2 x 12 Hlila Limestone height to match wood
baseboard (see drawings for details, including stone base inter€ce
detail w/ wood casing)
O. Kitchen 203:
Countertopr Gnnite Slab TBD
Back Splash: Granite Slab TBD
Edge: TBD (complex)
P. Wet Bar:
Countertop: Granite Slab TBD
Edge; TBD (complex)
Q. Great Room 201:
Fireplace: Limestone TBD
I.O2 SUPPLIER
A. Decorative Mater.iah 595 South Broadway Suite 12 lE Denver, CO 80209
T- 303-n7-1333, F- 303-722-05l9 Contact Monica Nedler
B. Marble Unlimited 2 | 55 W. Bates Ave. Englewood, CO 80 | | 0
T- 303-783-8834, F- 303-Contact: Dave
L All slabs to be selected by owner/designer.
2. Stone: to be supplied by subcontractor
or approved ahemate
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Shepherd Resources, Inc. AIA 4450-4 - 3 Stone, Marble, Granite, and Tib Schedule
Construction- 04-72-04
I
HUGHES RESIDENCE
t osr2o
0305
STRUCTUML STEEL
I PART I GENEML - Use this section in coniunction with the Structural General Notes.
I r.0r SUMMARY
I
A. Provide $rudural steel as *r own on the Drawings, as specified herein and as needed for a
I complete and proper installation.
I
I I.O2 SUBMITTALS
I
A. Complete Sh op Drawings showing all members, proposed cuts, connections, camber, holes and
I similar data.
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t r.03 QUALITY ASSURANTCE
-A. Use adeq uate numbers of skilled workmen who are thoroughly trained and experienced in the
r necessary crafts and who are completely familiar with the specified requirements and the methods
I needed for proper peformance of the work of this Section.
- B. Perform welding whh electric arc process and in accordance with AWS "Code for Arc and Gas
I Welding in Building Construction."
C. In addition to complying with pertinent codes and regulations, comply with:
I | . AISC "Specifications for Design, Fabrication, and Erection of Structural Steel for Buildings";I 2. AISC "Code of Standard Practice";
3. A|SC "Specification for StructuralJoints Using ASTM A325 or ,\490 Bolts."
I.O4 DELIVERY, STOMGEAND HANDLINGII A. Delivery and stora ge:
I . Deliver materials to the job site properly marked to identiry the location for which they are
intended.I
ff 7. Use markings corresponding to markings shown on the approved Shop Drawings.
3. Store in a manner to maintain identification and to prevent damage, of the ground, using
I pallets or other supports, and to permit easy access for inspection.
f
1 PART2 PRODUCTS
! 2.ot MATERIALS
I A. Rolled steel plates . Rolled steel channels, bars and other shapes as noted on the Drawings: ASTMrt A36.
Structural Steel
Construction- 04 -22-04
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HUGHES RESIDENCE
05 r20 STRUCTUML STEEL
0305 I
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B, Steel pipe: ASTMA53,gradeB. Tubes ASTMA500
C. Bohs, nuts, washers: ASTM A325, with square or hexagonal heads as selected by the Contractor'
D. High strengh bolts: ASTM A325.
E. Arc welding electrodes: ASTM 4233, series as required for conditions of intended use.
F. Primer: SSPC 15, type I, red oxide.
G. Anchor bolts: ASTM 4307.
FABRICATION
A. Fabricate items of structural steel in accordanc e with AISC specifications.
B. \Mere finishing is required, complete the assembly, including welding of units, before start of
fnishirg.
C. Provide finish surfaces of members exposed in the final structure free from bum, markings and
other defects.
D. Assemble and weld buih-up sections by methods which will produce true alignment of axes
withor,rt warp.
E. Do not flame cut or enlarge holes by burning.
SHOP PAINTING
A" Thorou ghly chan structural steel, rernoving all loose mill scale, grease, dirt and other foreign
matter by scraping or sandblasting.
Apply the specified paint to a dry film thickness of not less than | .5 mils, On all non-exposed steel'
Do not paint:
L Contact surfaces of high strength bohed members;
2. Steel channels scheduled to be exposed on the deck ofthe residence.
3. Steel plate, WT, and bar stock scheduled to be exposed part of the guardrail on the deck of
the residence.
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C.
Shepherd Resources, Inc. AIA 05r20-2 Structural Steel
Construction- 04-22-M
05 r20
I
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HUGHES RESIDENCE 030s
STRUCTUML STEEL
t z.o4 orHER MATERTALS
I A, Provide other materials not s pecifically described but required for a complete and proper
I installation as selected by the Contractor subject to the approval of the ArchitectAngineer.
I PAR' 3 EXECUT.N
I 3.OI SURFACE CONDITIONS
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A. Examine the areas a nd conditions under which work of this Section will be per.formed. Correct
conditions detrimentalto timely and proper completion of the Work. Do not proceed until
unsatisfaaory condrtbns are corrected.
I 3.02 PREPAMT.N
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A. Establish permanent ben chmarks necessary for accurate erection of the steel.
B. Check elevations of concrete surfaces ard locations of anchor bolts and similai items bebre
erection proceeds.
3.03 FIELD ASSEMBLY
A. Allow for erection lo ads. Provide temporary shoring and bracing members with connections of
sufficient strength to bear imposed loads.
B. Field weld components indicated on the Shop Drawings.
C. After erection, prime welds after they have been inspected.
D. Grout under baseplates.
E. Do not field cut or alter structural members without approval of the ArchitecVEngineer.
END OF SECTION
Shepherd Resources, Inc. AIA 05120 - 3I Structural Steel
Construction- 04-27-U
HUGHES RESIDENCE
05720
0305
DECORATIVE METAL
PARTI GENEML
I.OI SUMMARY
A. Provide decorative metal where shovrn on tl're Drawings, as spectfied herein and with all acceSsories
as needed for a complete and proper installation.
a, WORK COMPLETED UNDER OTHER SECTIONS
A. Copperflashings
B. Copper guften, collection boxes, Downspouts, Downspout brackets and accessones.
C. Copper glass stops at entry door.
I.O3 QUALITYASSUMNCE
D. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the
necessary crafo and who are completely familiar with the speci{ied requirements and the methods
needed for proper performarrce of the work of this Section. '
B. Submit shop drawings for the review of the Owner/Architect.
C, Fumish a sample of adequate size to demonstrate the intent of the design and finish for all decorative
metal.
I.O4 STRUCTURALREQUIREMENTS
A. Decorative metal assemblies and atLachments sfrall be capable of withsianding the required loads
and must meet the Intemational Residential Code requirements.
I.O5 DELIVERYSTOMGEANDHANDLING
A. Deliverthe materials to the job site in good condition and properly protected against damage to
linished sur{aces.
B. Store material in a location and in a manner to avoid damage.
C. Store material in a clean, dry location away from uncured concrete and masonry.
D. Keep handling on site to a minimum. Exercise particular care to avoid damaged finishes of material.
Decorative Metal
Construction- 04-72-M
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0305
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PART 2 PRODUCTS
A. DECORATMMETAL
A Chimney cap to be constructed per Elevations and Details Manual.
B. Steel guardrails at north and south deck
C. Metal handrail, brackets, and pickets at stairA; Julius Blume 444 | , 305, and TBD
D, Metal handnil and brackeb at exterior stair B; Julius Blume 444 | , 305
E. Woven copper lattice d gnrd rail of south deck
F. Woven copper lattice at top of stone guard/ site walls, steel frames and supports.
G. Woven copper lattice at two lower panels of entrance door assembly windows.
. 2.03 MATERIALSAND FINISHES
A. Metal Trim - TBD. Samples to be approved by Owner/Architect.
B. Woven Copper Panels (Pre-patina). Samples to be approved by Owner/Architect.
C. Steel Guardrails, steel frames, and supports are to be natural steel color, shape edges and bum to
be removed, weld to be clean and ground smooth, finish at alljoints, or ground sections to be
retuned to a natural gray finish appearance, Samples to be approved by Owner/Architect.
7.04 FASTENINGS
A. All mechanical fusteners used in the assembly shall be of metal that is compatible with copper.
2.05 FASRICATION
A Closed exposed ends by use of appropriate end cap.
PART3 DGCUTION
3.OI SURFACECONDITIONS
A. bamtne the areas under which the work of this Section will be performed. Conect condttions
detrimentalto timely and proper completion of the Work. Do not proceed until unsatisfactory
cond itions are corrected.
Shepherd Resources, Inc. AIA 05720 - 2 Decorative Metal
Constructiqn- 04-22-04
HUGHES RESIDENCE
05720 DECORATIVE METAL
030s
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3.02 DISSIMILAR METALS
A. \Alhen dissimilar conporenb come into contact whh dissimilar rnetals, surfaces shall be kept from
direct contact by painting the dissimilar metal with a heavy coat of primer paint.
3.03 INSTALLATION
A. Install all componenb in accordance with shop drawings.
B. Erect work square and level and free fom distortion or defecb detrimerrtalto appearance or
Fdorrnance. Welds shall be free of porosity and weld splatter.
C. Expansion joints shall be provided to allow for thermal expansion and contraction.
3.04 CLEANIING
A. As installation is completed, wash thoroughly using clean water and soap; rinse with clean water.
B. Do not use acid solution, steel wool or other abnsives.
C. lf stain remains after washinp, remove finish and restore in accordance with NMMM Metal Finishes
Manual.
3.05 REPAIR OF DEFECTIVE WORK
A. Remove stained or otherwise defective wo* and replace with material that meets specification
reouirements.
END OF SECTION
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Shepherd Resources, lnc. AIA 05720 - 3 Decorative Metal
Construction- M-72-04
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06 r00
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ROUGH CARPENTRY
PART I GENEML - Use this section in conjunction with the Structural General Notes. Structural General
Notes take precedence over this section.
A, At various locations in the drawings wood timbers, trim, and etc. are labeled with inch marks (1.E.
6"x | 2" rafter tails). In these instances, the inch marks indicate that the actual size of the
finishedlnstalled wood element be equal to the size indicated with the inch marks. This may
require that the contractor order material larger than specified so that the final product is the
desired size. Otheruvise, if wood is labeled without inch marks (1.E. 2x5 stud) then it is understood
that these are nominal sizes and that actual sizes will be diferent.
B. Interior timber beams are to be mill finish with a minimum for distress appearance and connected
with concealed fasteners. All bolts holes that are visible to be counter-sunk, plugged and filled in
with square ptugs turned at 45 degrees. All thru bolts to be predrilled and plugged- Plugs to be
no larger than | %" in diameter. See Detail Manual. Species of timbers to be Douglas Fir Larch.
I.OI SUMMARY
A. Provide wo od, nails, bolb, screws, framing anchors and other items and per{orm rough carpentry
for the construction shown on'the Drawings, as specified herein and as needed for a complete
and proper installation.
I.O2 QUALITYASSUMNCE
A. Use adeq uate numbers of skilled workers who are thoroughly trained and experienced in the
necessary crafts and who are completely familiar with the specified requirements and the methods
needed for proper performance of the work of this Section.
B. Codes and standaros:
| . ln addition to complying wkh the pertinent codes and regulations of govemmental agencies
havirg jurisdiction, comply with:
a, Western Wood Products Association ,,Product Use Manual',;b. American Plywood Association',Plywood Specification and Grade Guide.,'
I.O3 DELIVERY STOMGE AT{D HANDLING
A. Protection:
l. Deliver the materials to the job she and store, in a safe area, or.rt of the way of trafiic, and
shored up offthe ground surface.2 ldentifo framing lumber as to grades, and store each grade separately from other grades.3. Protect metals with adequate waterproof outer wrapping.
4 ' Use extreme care in off loading of lumber to prevent damage, splitting and breaking of
materials.
Rough Carpentry
Construction- 04-22-04
Shephend Resources, Inc. AIA 06100 - I
HUGHES RESIDENCE I 030s
06 r00 ROUGH CARPENTRY
PARTz PRODUCTS
2.0I LUMBER MATERIALS
A. Use lumber, 545, S -Dry unless otherwise indicated, gnde mar{<ed complying with the following
requlrernenls:
L Timbers: All timbers including ridges, beam, purlins, and columns to be rectangular timbers.
See Drawings for locations and sizes. No visible connections. Concealed straps and fasteners.
Species: Standing Dead Douglas Fir with mill finish surface texture with a minimum for
distress, checking and cracked appearance. Moisture content: less than l0 %. Provide
samples of distressing for Owner/ Architect review. Checks and cracks to be {illed with flexible
caulk (chinking) and faux painted.
2. Miscellaneous Exterior Wood Trirn/Fascia: Species: Standing Dead Douglas Flr, surfuce
te{ure to be mill finish, in various sizes as defined on the drawings. Moisture content: less
than l0 %.
3. Structural Wood Framing: Studding (2-4 inches wide, l0 feet or shorter): "Stud" or No. 3
Structural Light Framing grade, any species graded under WWPA, SPIB or NLGA rules per
structural notes.
4. Non-Structural Light Framing: Standard grade or better. No utility grade'
5. Concealed boards: Standard grade, any species graded under \AMPA rulei or No. 3 grade
southern pine graded under SPIB rules.
6. Sill boards: Pressure treated.
7. Structural light framing: No. 2 or better.
8. Lumber for misc. usei: Unless otherwise indicated, use standard grade lumber for support of
other work, including bucks, nailer, blocking, furring, grounds, stripping and similar members.
7.02 SHEATHINGMATERIALS
A. sheathin g: Use APA rated ptyrvood, PS- | or APA PRP- I08, with waterproof binder.
B. Subflooring: APA rated plywood sheathing.
C. Roof sheathing: APA rated plywood
D. Undedayment:
| . APA rated underlaymenl plyrvood, oriented strand boand or waferboard with waterproof
binder.
2. Oriented strand board or waferboard with waterproof binder'
2.03 MANUFAC|URED LUMBER- Per Structural General Notes and other sedions of this Project
Manual.
2.M ACCESSORIES
A. Concealed fa steners: Galvanized steel for exterior, high humidity, and treated wood locations.
Rough CarpentrY
Construction- 04-22-04
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Shepherd Resources, lnc. AIA 06r00-2
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HUGHES RESIDENCE 0305
I o6roo ROUGH CARPENTRY
I Plain finish elsewhere,
I B. Concealed joist hangers: Galvanized steel, sized to suit framing.
I C. Anchors:
I L Hollow masonry: Toggle boh
I 2. Solid masonry or concrete: Expansion shield and lag bolt.
3. Steel: Boh or ballistic fastener.
I D. Sill gasket on top of foundation wall: Glass fiber strip, width equal to plate dimension.
f E' Sillflashing: Galvanized steel or aluminum when not exposed, copper when exposed.
-r F. Thermal and Air ln{ihration Banier: No. 15 asphalt felt or spun bonded polyethylene.
I 2n6 wooD TREATMENTI
r A. Wood preservative, Press ure treatment: AWPA Treatment C, using waterbome preseryatve
I with 0 25 percent retainaee. rated for soecific use'
B. Wood presenrative, surface apfl:aation: Type and cotor as specified by the Architect or a
I suggested by manufacturer using waterbase preservative.r
2,07 OTHER MATERIALS
I A. Provide other materials not s pecifically described br-rt reguired for a complete and proper
installation as selected by the Contractor subject to the approval of the Owner/Architect.II
PART 3 EXECUTION
I 3.0t SURFACE CONDTTTONS
I A. Examine the areas a nd conditions under which work of this Seaion will be performed. Corect
I conditions detrimental to timely and proper completion of the Work. Do not proceed until
unsatisfactory condhions are corected.
I 3.02 WORKMANSHTP
I A. lnstall rou gh carpentry work to comply with the "Manual of House Framing" bythe National Forest
I Products fusociation and with recommendations of the Arnerican Plywood fusociation.
I B' Produce johrts which are tight, true and well naibd, whh members assembled in accordance with
I the Drawings and with applicable codes and regulations.
Rough Carpentry
Construction- 04-22-UT
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Shepherd Resources, Inc. AIA 06t00-3
HUGHES RESIDENCE
05 r00
o 030s
ROUGH CARPENTRY
3.03 FMMING
A. Do n ot shim any framing component.
B. Frame double joist headers at floor and ceiling openings. Fnme rigidly into joists. Frame double
joists under wall studding.
C. Curb all roof openings except where curbs are provided. Construct curbs per detail.
D. Install blocking as required to support items of finish and to cut off draft openings, both vertical and
horizontal, between ceiling and floor areas.
E. On frarning members to receive a finished sur-face, align the fnrish substrate to vary not more than
l/B inch from the plane of surfaces of adjacent furring and framing members'
3.04 INSTALLATION OF SHEATHING
A. Placement: Place she athing with face grain perpendicularto supports and continuously over at
least two supports, Center joints accurately over supPorts'
B. Protect sheathing from moisture by use of waterproof ccvering until the sheathing has been
covered by the next component.
C. Place Thermal and Air Infihration Barrier over wall sheathing, weather lap joints and end laps,
staple in place.
END OF SECTION
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Shepherd Resources, Inc. AIA 06r00-4 Rough Carpentry
Construction- 04-72-U I
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I 0618l GLUE-LAI.4INATED STRUCTUML UNITS
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PART I GENEML - Use this section in coniunction with the Structural General Notes.
I.OI SUMMARY
A. Provide glue lamin ated beams and columns as shown on the Drawings, as specified herein and as
needed for a complete and proper installation.
1.02 DESIGN REQUIREMENTS - Re: Structural General Notes.
I.O3 QUALITYASSUMNCE
A. Use adeq uate numbers of skilled workers who are thoroughly trained and experienced in the
necessary craffs and who are completely fumiliar with the specified requirements and the methods
needed for proper performance of the work of this Section.
B. Glue-laminated members to comply with ANSI/AITC A190.
I.O4 DELIVERY, STOMGE AND HAf{DLING
A. Deliver the units to ttrc j ob she with adequate wrapping to.prevent any damage from moisture.
Maintah wrqping in proper condition until work has proceeded to the point where the units are
no longer subject to moisture damage.
PARTz PRODUCTS
2.01 GLUE-LAMINATED BEA['4S - Re: Structural General Notes.
2.47 OTHERCOMPONENTS
A. Steel con nections, bearing plates and brackets: ASTM A35, galvanized steel or painted steel as
noted on the Drawings.
B. Hardware: ASTM 4325, skuctural quality steel.
C. Anchor bohs: ASTM 4325 steel.
D. Adhedve: ASTM D2559.
2.03 OTHER MATERIALS
A. Provide other materials not s peci{ically described but required for a complete and proper
installation as selected by the Contraqtor subiect to the approwal of the Archite(VEngineer.
PART 3 EXECUTION
Glue-Laminated Structural Units
Construction- 04 -22-04
Shepherd Resources, Inc. AIA 0618r - I
HUGHES RESIDENCE
05r81 GLUE-LAMINATED STRUCTU RAL UNITS
030s
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3.02
SURFACE CONDITIONS
A. Examine the areas a nd conditions under which work of this Sectionwill be performed. Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed until
u nsatisfactory conditions are corrected.
INSTALLATION
A. Set structural members level and plumb, in c orrect positions.
B. Provide temporary bracing and anchorage to hold members in place until permanently secured.
C. Fit members together accuntely without any unauthorized modifications.
END OF SECTION
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Shepherd Resources, Inc. AIA 06t8t - 2 Glue-Laminated Stnrctural Unhs
Construction- 04 -77-04
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PART I GENERAL - Use this section in conjunction with the structural General Notes.
I.OI SUMII4ARY
A' Provide prefabricated wood beams and joists as shown on the Drawings, as specified hereirr and
as needed for a complete and proper installation.
1.02 DESIGN REQUIREMENTS - per Structural Notes.
I.O3 QUALITYASSUMNCE
A. Use adeq uate numbers of skilled workers who are thoroughly trained and experienced in the
necesary crafts and who are comfletely familiar wfth the qpocifed reqr-rirements and the rnethods
needed for proper performance of the work of this Section.
B. Joist design to be under the direct supervision of a professional structural engineer experienced in
design of this Work and licensed in the state where the project is located.
I.O4 DELIVERY, STORAGE AND HANDLING
A' Deliver the materials to the iob site in bundles ba nded together for handling ard shirping.
PART2 PRODUCTS
2'01 LAMINATED VENEER LUMBER BEAMS (LW BEAMS) - per structurat Notes.
2.02 OTHER MATERIALS
A' Provide other materials not s pecifically described but required for a complete and proper
installation as selected by the Contractor subject to the approval of the ArchitecVEngineer.
PART 3 E(FCUNON
3.OI SURFACECONDITIONS
A' Examine tfrc areas a nd conditions under which work of this Section will be performed. Correct
conditions detrimental to timely and proper completion of the Work, Do not proceed until
unsatisfadory condhions are corrected.
3.02 INSTALLATION
A. Coordinate as req uired whh other trades to assure proper and adequate provision in the work of
those trades for interface with the work of this Section.
Prefabricated Wood Beams and Joists
Construction- 0 4 -27-04
0305
PREFABRICATED WOOD BEAIYS AND
Shepherd Resources, Inc. AIA 06t95 - |
HUGHES RESIDENCE
B. Erect bracing and kidging as required to maintain the units straiSht and plumb.
C. Assure adequate lateral support until the sheathing material has been applied'
END OF SECTION
Shepherd Resources, Inc. AIA 06t95 - 2 Prefabricated Wood Beams and Joists
Construction- M-22-04
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06200
030s
FINISH CARPENTRY
PART I GENEML
I.OI SUMMARY
A. Provide wood, nails, screws and other items, and perform finish carpentry for the construction
shown on the Drawings, as specified herein and as needed for a complete and proper installation.
I.O2 QUALITYASSUMNCE
A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the
necessary craffs and who are completely familiar with the specified reguirements and the methods
needed for proper performance of the work of this Section.
B. Perform work in accordance whh Architectural Woodwork Institute Quality Standards.
C. A pre-meeting with the Architect is required to discuss general design parameters, specific
concerns based on the Architect's previous experience and general questions from the
subcontractor.
I.O3 REGUIATORYREQUIREMENTS
A. Comply with local code requirements for fire-resistive construction.
PART2 PRODUCTS
2.0I LUMBER MATERIALS
A. lnterior
l. AWI Grade: # | Common or better. Small knots to clear material2. Moisture content: 6 percent or less.3. Species: rift cut white oak4. Texture: Smooth
Type offinish:
.
2.02 SHEET MATERIALS
A. Prefinished plywood:
l. Species: White Oak.
2. Type of face veneer cub %,, plfruood.
3. Manufacturer: As required.
2.03 OTHER MATERIALS
A' Provide other materials not specifically described but required for a complete and proper
Finish Carpentry
Construction- U-72-A4
Shepherd Resources, Inc. Aln 06200 - |
HUGHEE RESIDENCE
06200 FINISH CARPENTRY
0305
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installation as selected by the Contractor subject to the approval of the Owner/Architect.
PART 3 EXECUTION
3.OI SURFACECONDITIONS
A. Examine the areas and conditions under which work of this Section will be performed. Correct
conditions detrimental to timety and proper completion of the Work. Do not proceed until
unsatisfactory conditions are corrected.
3.02 WORKMANSHIP
A. Produce joints that are true, tight and wellfastened with all members assembled in accordance
with the Drawings and as directed by the Owner/Archhect.
B. Make joints to conceal shrinkage.
| . Joints on the exterior of the building:
a. At outside comers use butt joints unless noted otherwjse in the drawings,
b. A.t inside comers use butt foints unless noted otherwise in the d.rawings.
Z. Joints on the interior of the house:
a. At outside comers use miter joints,
b. At inside comers use miter joints,
c. At end-to-end joints use miter or scar-f joints.
d. No end-grain is to be exposed at any joints.
C. Install trim using pieces as long as possible.
D. Fastening:
l. Install items straight, true, level, plumb and firmly anchored in place.
2. Nail trim with finish nails of proper dimension to hold the member firmly in place without
splitting the wood,
3. Nail o(erior trirn with galvanized nails, making joints to exclude water.
4. On interior exposed work, set nails for pufty.
5. Soffit and 2x6 structural decking - Blind nail.
E. All ends of wood wall caps (on top of low walls) shall be miter-returned to preclude exposed end
grarn.
3.03 FINISHING
A. Sand finished wood surfaces thoroughty as required to produce a uniformly smooth surfuce except
do not sand smooth surhces called out to be hand planed.
B. Acceptable finish: No sandpaper mart, hammer mark, or other imperfection.
Finish Carpentry
Construction- 04-22:U
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Shepherd Resources, Inc. AIA 06200 - 2
HI.JGHES RESIDENCE
I 06200
030s
FINISH CARPENTRY
r C' ReferenceSectiongg00of the ProjectManual for the requirement that all sides of all extenor
- woodwork are to be pr.estained, including all cr_rts during assembly.
I 3.04 CIEANING
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f#..:;:f,,"i;:'l[?'iii[?;iili"ffilrffl,H;::""ry, thorough]v sweep surraces
I B. Atthe completion of the work of this Section, thoroughly broom clean all surfaces.
I ENDoFSECrolr
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Shepherd Resources, Inc. AIA 06200 J Finish Carpentry
Construction- 04-77-04
HIJGHES RESIDENC€
064t5
0305
PREFINISHED CABINETS AND BLT LT-INS
PART I GENEML
I.OI SU]'IMARY
A. Provide prelinished cabineb & buih-ins as shown on the Drawings, as specified herein and as
needed for a complete and proper installation.
B. Reuse existing key cabinets as indicated on the Drawings.
I.O2 QUALITYASSUMNCE
A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the
necessaty crafts and who are completely familiar with the specified rbquirements and the methods
needed for proper performance of the work of this Section.
PART 2 PRODUCTS
2.0 | SKI ROOM 002: ski lockers with shelves ((5) interior, ( l) exterior), 2 wall cabinets, coat pegs and free
standing bench, LAUNDRY 107: wall cabinets, washer and dryer trim and counter
A. Supplier: Woden Woods
B. Style: Full overlay, 5-piece doors and 5-piece drawers, slab drawer fronts on drawers less than 7"
tall.
C. Material: VVhite Oak, rift cr.rt, 70 96 select or better and 30 o/o # lcommon with minimal knots
D. Color/Finish: To match sample at Shepherd Resources
E. lnterior: Melamine and Melamine shelves, color: TBD
F. Hinges: Euro-hinge, hinge finish: TBD
G. Drawer Glides: Under mount, Full extension
H. Countertop: TBD
L Hardware: TBD
2.07 BEDROOI"I 003, BEDROOM | 04: buift-in dresser/ desk and dresser
A. Supplier: Woden Woods
B. Style: Full overlay, S-piece doors and 5-piece drawers, slab drawer fronb on drawers less than 7'
tall,
C. Matedd: \dhiteOak, nftc$,7o%selectorbetterand30%#lcommonwithminimal knots
D. ColorrFinish: To match sample at Shepherd Resources
E. Interior: Melamine and Melamine shelves, color: TBD
F. Hinges: Euro-hinge, hinge finish: TBD
G. Drawer Glides: Under mount, Full extension
H. Counter top: Wood, species TBD, counter top finish TBDL Hardware: TBD
Shepherd Resources, Inc. AIA Prefinished Cabinets and Buih-lns
Construction- 0+77-04
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064 t5
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PREFINISHED CABINETS AND BUILT-INS
2.03 BATH 004, BATH 005, BATH 0 | l: vanity and medicine cabinet, BATH 105: (2) vanities and (2)
medicine cabinets
A. Supplier: Woden Woods
B' Styh: Full oveday, S-piece doors and drawers, slab drawer fronts on dFawers les than 7" tall.C. Material: WhiteOak, riftcut,TTo/oselectorbetterand30To#lcommonwithminimal knotsD. Color/Finish: To match sample at Shepherd Resources
E. Interior: Melamine and Melamine shelves, color: TBD
F. Hinges: Euro-hinge, hinge finish: TBD
G. Drawer Glides: Under mount, Full extension
H. Counter top: Refer to schedule 04450-4l. Hardware: TBD
2.04 MASTER BATH I l3: vanity, make-up counter, tub deck, medicine cabinet, dresser and nightstand;
DINING 202: wet bar, KITCHEN 203: kitchen cabinets, appliance panels base, wall, and island
cabinets
A. Supplier: Woden Woods
B. Style: Face frame, 5-piece door and drawer, slab drawer fronts on drawers less than 7" tall.C. MateriakWhiteOak,riftcut,T0Toselectorbetterand30o/o#lcommonwithminimal knotsD. Color/Finish: To match sample d Shepherd Resources, Inc.E. Interior: Melamine and melamine shelvesF. Hinges: Ball tip hinges, hinge finish: TBD, match Rocky Mountain Hardware-Silicon Bronze LightG. Drawer Guides: Under mount, Full extension
H. Counter: Referto schedule 04450-4l. Hardware: TBD
2.05 DESK AREA 200: wail cabinets, file/ printer/ tux
A. Supplier: Woden Woods
B. Style: Face frame, 5-piece door and drawer, slab drawer fronts on drawers less than 7' tall.C. Material: WhheOak,riftcut,T0g6selectorbetterand 30Vo#lcommonwithminimal knotsD. Color/Finish: To match sample at Shepherd Resources, lnc.E. Interior: Melamine and melamine shefuesF. Hinges; Balltip hinges, hinge finish: TBD, match Rocky Mountain Hardware-Silicon Bronze LightG. Drawer Guides: Under mount, Full extension
H. Counter: Wood, species TBD, counter top finish TBDl. Hardware: TBD
Prefinished Cabinets and Built-lns
Construction- 04-22-M
Shepherd Resources, Inc. AIA 054r5-2
F+UGHEs PGSIDENCE
064 r5
030s
PREFINISHED CAEINETS AND BUILT-INS
2.06 POWDER 106:VANITY
A" Supplier: Woden Woods
B. Slyle: Face fnme, bent slab doors, and drawer
C. Material: Mahogany
D. Color/ Finish: TBD
E. lnterior: Mahogany
F. Hinges: Ball tip hinges, hinge finish: TBD, match Rocky Mountain Hardware-Silicon Bronze Light
G. Drawer Glides: Under mount full extension
H. Counter: Referto schedule 04450-A
L Hardware TBD
7.07 MASTER CLOSET I l2: drawer unit, cubbie unit with doors, tie and beh cabinet, rod and shelf
A. Supplier: Woden Woods
B. Style: Face frame, S-piece door and drawer, slab drawer fronts on drawers less than 7" tall.
C. Material: \A/hite Oak, rift cut, 70 % select or better and 30 96 # lcommon with minimal knots
D. Color/Finish: To match sample at Shepherd Resources, Inc.
E. lnterior: Melamihe and melarnine shelves
F. Hinges: Ball tip hinges, hinge finish: TBD, match Rocky Mountain Hardware-Silicon Bronze Light
G. Drawer Guides: Under mount. Full extension
H. Counter: Wood, species \y'y'hite Oak, rift cut
L Hardwarel TBD
PART 3 EXECUTION
3.CII SURFACECONDITIONS
A. Examine the areas and conditions under which work of this Section will be performed. Correct
condkions detrimental to timely and proper completion of the Work. Do not proceed until
unsatisfactory conditioas are corrected.
3.02 INSTALLATION
A lnstall cabinets, Built-lns and countertops in locations as shown on the Drawings. Install all cabinets
and doors plumb, level whh alljoints tight.
B. Shim cabinets as required and trim with moulding to match cabinets.
C. Install harrdware, clean cabinets & Built-lns and leave in proper working order with dl doors,
shelves and drawers aligned and plumb.
Slrepherd Resources, Inc. AIA Prefinished Cabinets and Buih-lns
Construction- 04 -72'44
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054 r5 PREFINISHED CABINETS AND BUILT-INS
0305
END OF SECTION
Shephend Resources, Inc. AIA 06415 - 4 Prefinished Cabinets and Built-lns
Construction- 04-72-04
o
RESIT}ENCE 0305Ht,GHES
il15-A CABINET HARDWARE SCHEDULE
1.01 CABINET HARDWARE
A. Cabinetry Hardwarer TBb
SUPPLlER
A. TBD
641 5-A - |Shepherrd Resources, lrrc. AIA Cabinet Handware khedule
Constnrction- 04-72-A
I HUGHES RESIDENCE 030s
I oTro SHEET MEMBR/O{E WATERPROOFING
T PART I GENEML
r t.Ot suMl.lARY
I A For sloped roof surfaces, install full-covenge Eheet membrane waterproofing. Productl
lce & Water-shield or approved altemate.
I B. For vertical surfaces that come into contact with finished grade or finished surface, install. waterproof membrane to 2'-6" up vertical walls as per the Detail Manual.I. I.O2 QUALITYASSUMNCE
I A. Use adeq uate numbers of skilled workers who are thoroughly trained and experienced in the! necessary crafts and who are completely familiar with the specified requirements and the methods
needed for proper performance of the work of this Section.
I I.O3 ENVIRONMENTAL REQUIREMENTS
I A. Maintain the s ubstrate to be waterproofed at or above 40'F for a minimum of 24 hours before
I . application.
I I.O4 WARRANTYrA P rovide | 0 year warranty including coverage for waterproofing failing to resist penetration of
water.
- PART 2 PRODUCTS
r 2.ot sHEET MEMBMNE
I A. Sheet Membrane M anufacturers: For horizontal surface, slightly sloped roofs and undergroundr waterproofing. All interior space located underground is tote protected by waterproof
nEmbrane.
I l. W. R. Grace & Company Product Bituthene 3000. Approved Alternate at lower levelr veftical concrete walls: Disco 540, spray on, thiclness 20 mils (Bituthene 3000 will still needI , 'mff_ffi;H;T:H:?:trT'?flT:;:'ti'.":?f,'"tffit;f*.K"?;
I Forsloped roofdecksatwoodshakes.
I z.o2 ACCEssoRlEsI
A. Primer Manufact urer: per manufacturers recomrnendatbns.
I B. Mastic Manufacturer: Per manufacturers recommendations.
Sheet Membrane Waterproofi ng
Construction- 04-72-04
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HUGHES RESIDENCE
07 il0 SHEET M EMBMN E WATERPROOFING
030s
Protection Board: Hydroduct, composhe drainage board or per manufacturers
recomrnendations.
Liquid Membrane: Use liquid membrane that is compatible with sheet membrane being used.
PART 3 EXECUTION
3.OI SURFACECONDITIONS
A. Examine the areas a nd condhions under which work of this Section will be performed. Correct
condhions detrimental to timely and proper completion of the Work. Do not proceed until
unsatisfactory conditions are conected.
B. The surface must be clean, dry and reasonably smooth. Rough spots, rock pockets, spals, and
other surface imperfections strould be smoothed or repaired. Concrete should be at least 7 dap
old and free of form oil and non-fugitive curing agents. Wood must be dry'
3.02 INSTALI-ATION
A. Priming: Primer must be applied to a smooth s urface by either spray or roller and in accordance
with manufacturerrs instructions.
B. Establish a starting point by snapping a chalk line. Apply membrane in a straight line, avoiding
wrinkles and over-correcting.
C. While the membrane is being rolled orx, follow with a stifl broom or a wide roller and press the
surface to achieve total contact and eliminate air bubbles. Side laps should be 2- l2 inches
minimum and end laps should be 5 inches minimum or as recommended by manufacturer,
D. Double coverall inside and outside comers using a l2 inchstripof membrane; all horizontal
surhces; all valleys; all eaves equal to two rolls in width.
E. Dotrble cover all horizontal or slighfly stoped waterproof surfaces that are above interior spaces or
as recommended by manufacturer.
F. Allterminations of membrane should receive a bead of mastic.
G. On vertical surfaces more than 8 feet high, membrane should be applied in vertical strips no longer
than 8 feet.
H. Six inch wide membrane strips are to be installed around head, jamb, and sills of window
assemblies.
3.03 PROTECTION
Sheet Membrane Waterproofi ng
Construction- 04 -27-04
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I HUGHES RESIDENCE 0305
I oTro SHEET MEM BRANE WATERPROOFING
' A. The applied membrane mu st be protected from damage. Use l/8 inch protection board, No. 30
I roofing fult held in place by mastic, composhe drainage board or as recommended by
I manufacturer.
_ 3.04 SPECTAL CONDTTTONS
r A. For the waterproofi ng of drains, penetrations, comers and other locations where adhered
t membrane would be difticuh to apply, use liquid-applied membrane compatible with sheet
I membrane.
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Construction- 0+22-04
HUGHES RESIDENCE
07 r50
0305
BITUMINOUS DAMPPROOFI NG
PART I GENEML
I.O I SUMMARY
A. Provide cold applied asphah bitumen damppro ofirrg as specified herein and as needed for a
complete and proper installation. All concrete and CMU walls that are not to be waterproofed
are to be dampproofed.
B. All steel angles located below grade need to be thoroughly coated with Bituminous
Dampproofing.
I.O2 QUALITYASSUMNCE
A. Use adeq uate numbers of skilled workers who are thoroughly trained and experienced in the
necessary crafu and who are completely familiar with the specified requirements and the methods
needed for proper performance of the work of this Section.
PART2 PRODUCTS
2.0I MATERIALS
A. Use matedals that comply with the following standards:
l. Asphah: ASTM D449, type l.
2, Asphalt primer: ASTM D4 | , compatible with substrate.
3. Mastic: ASTM D49 1.
B. Manufacturers:
| . Provide Manufacturers standard product complying to the above standards.
PART 3 EXECUTION
3.OI SURFACECONDITIONS
A. Examine the areas a nd conditions under which work of this Section will be performed. Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed until
unsatisfactory conditions are corrected.
3,02 PREPAMTION
A. Verrfy that sudaces are solid, free of matter detrimental to adhesion of damppnoofing.
3.03 APPLICATION
Bituminous Dampproofi ng
Construction- A4 -22-04
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HUGHES RESIDENCE
I oTrso BITUMINOUS DAMPPR.OOFING
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A. Apply dampproofin g in accordance with manufacturerrs instnrctions.
t B. Prime surfaces, if required, and tet dry.
I C. Apply dampproofing in one coat using mop, roller or spray.
I O. nppV dampproofing from finish gnde elevation to bottom of footing.
I E. Seal watertight any protrusions through dampproofing with mastic.
- 3.04 PROTECION
r A. Protect finished damppro ofing from damage during bacKill operations.
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END OF SECTION
Shepherd Resources, Inc. AIA 071 50 - 2-Bituminous Dampproofi ng
Construction- 04-77-04
HUGHES RESIDENCE
07 r50 BUILDING INSULATION & VAPOR BARRIER
0305 I
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PART I GENEML
I.OI SUMI..IARY
A. Provide building ins ulation as shown on thc Drawings, as specified herein and as needed for a
complete and proper installation.
B. The entire building envelope is to be insulated continuous. Typically exterior walls are R- 19 and
roofs are 49 or greater. Roofs to have a baVrigid insulation combination to qualify as suPer-
insulated.
C. Standard roof insulation to be l0', R-30, unfaced fiberglass batts between the joists with vapor
retarder d the warm side and nail base (3" of pofyisoclanurate with %" sl'reathing) above rocf
sheathing. Total R- value to be greater than 5l.
D. Exterior walls to be 6", R- | 9, unfaced fiberglass batb between the joists with vapor barrier at the
warm side.
' E. All interior walls to be insulated for sound with R- | | unfaced fiberglass batts and floorkeiling' conditions to be insulated for sound with R- l9 unfuced fiberglass batts.
F. Polyethylene Vapor Barrier: The entire building envelope is to have a continuous vapor banier
behind the interior gypsum wall and ceiling board, 5 mil. carbonated polyethylene film, rated 0. I
perms or less. For use whh unfaced mineralliber blanket/batt insulation when installed in
substantial contact whh the unexposed surface of the ceiling, floor or wall finish whhin a rated
assembly.
I.O2 QUALITYASSURANCE
A. Use adeq uate numbers of skilled workers who are thoroughly tnined and experienced in the
necessary crafu and who are completely familiar whh the specified requirements and the methods
needed for proper performance of the work of this Section.
PART2 PRODUCTS
2.OI INSUI-ATIONMATERIALS
A. Batt insulation: ASTM C655, preformed glass fiber batt.
L Thermal resistance: R of 19 at exterior walls.
2. Facing: Varies.
3. Densiby:
a. fxterior walls: Sondard
b. Roofr High
B. Acoustical:
l. Thermal resistance required: R of I l. walls - sound insulation.
Building Insulation & Vapor Barrier
Construction- 0+22-04
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HUGHES RESIDENCE
07 t60 BUILDING INSULATION & VAPOR BARRIER
0305
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Reguired installed thickness'. 7 t/2" .
For use at typical interior walls.
C. Sloped roofs at 2 th": 12" and 6":112"
| , Thermal resistance required: R of 5 | or g!.eatFr
2. Thickness:
a. 3" rigid insulation (3" of polyisocyanurate with 72" sheathing) and 10" of batt insulation.
D. Storage 0l3
l. Thickness:
a. I'rigid insulation
b. Batt insulation to fill voids between studs and stringen
2.02 OTHER MATERIALS
A. Provide other materials not s pecifically described but required for a complete and proper
installation as selected by the Contractor subject to the approval of the Architect
B. Vapor Barrier - Polyethylene Vapor Barrier:
| . The entire building envelope, other than roof ervelope, is to have a continuous vapor barrier
behind the interior g/psum wall board or as detailed, 6-mil carbonated polyethylene film, rated
0. I perms or less. For use with unfaced mineraf fiber blanketbatt insulation. \Nhen irstalled
in substantial contact with the unexposed surface of the ceiling, floor or wall finish within a
rated assembly Vapor barrier to meet smoke and fire spread requirements.
C. Vapor Retarder - CertainTeed MemBrain or Approved Ahernate
| . The entire roof envelope is to have a continuous vapor retarder behind the interior gypsum
ceiling board directly below the roof structure or as detailed, 2-mil thick film of polymide-
6 (Nylon-5), rated I perms or less dry cup method and l0 perms using wet cup method. For
use with unfaced mineral fiber blanketrbatt insulation.
PART 3 EXECUTION
3.OI SURFACECONDITIONS
A. Examine the areas a nd conditions under which work of this Section will be performed. Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed until
u nsatisfactory conditions are corrected.
3,02 INSTALLATION - FOUNDATION PERIMETER- BOARD INSULATION
A. Apply adhesive a nd install boards on foundation perimeter. Stagger joints. Butt edges and ends
tight to adjacent board and to protrusions.
3.03 INSTALLATION . EXTERIOR CONCRETE WALLS - BOARD INSULATION
A. Install boards on wall surface between furring members using adhesive in accordance with the
Building Insulation & Vapor Banier
Construction- 04-22-04
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HUGHES RESIDENCE
07I60 BUILDING INSULATION & VAPOR BARRIER
manufacturetJs instructions.
B. Butt edges and ends tight to adjacent board, furring and to protrusions.
3.04 INSTALLATION _ BATT INSULATION
A. Install batt insulation and vaoor barrier in accordance with manufacturer's instructions.
B. Install batt insulation in exterior walls, roof and ceiling spaces without gaps or voids.
C. Install with factory applied membrane facing on warm side of building spaces. Attach flanges of
facirq to framing members or friction fit between joists.
3.05 INSTALLATION - VAPOR BARRIERANDVAPOR RETARDER
A. Aneh pfage: Install vapor barriers with adhesive or fasteners as appropriate for supporting substrate
and of type recommended by vapor barrier manufacturer.
B. Provide lapped seams and lap vapor baniers by other work.
| . Seal lapped seams and laps onto other work with adhesive or self-adhesive tape of |pe
recommended by vapor barrier manufacturer. Before covering over vapor barriers with other
(concealing) work, patch punctures and tears with adhesively applied barrier material or tape
with perm rating equal to barrier rating.
2. Tent over recessed ceiling mounted light fixtures at roof. Seal to surrounding vapor barrier.
3. Seal to electrical boxes, window and door frames, top of floor slab and bottom of floor deck.
END OF SECTION
030s I
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RESIDENCE
CEMENTITIOUS STUCCO SYSTEM
. PART I GENEML
t r.0r SUMMARY
r A. Provide cementhious stucco finish system or approved ahemate, reinforcing mesh, gror-rnd coating
I with medium hand-trowel texture, and finish coating with square exterior comers and elastomeric
sealant. Color to match Sherman \Mlliams color SW 6 108 LATTE. Provide mockup for approval.
I r.o2 euALTTyASSUMNCEI
I A. Use adequate numben of skilled wo*ers who are thoroughly trained and experienced in the
I necessary crafu and who are completely farniliar with the specified requirements and the methodsr needed for proper performance of the work of this Section.
I B. A pre-meeting with Architect is required to discuss general design parameters, specific concemsI based on the Architect's previous experience and general questions from the subcontractor.
I C. Sample: Provide a 6'x 6' sample area at job site with texture and color, for approval byt ArchitecVOwner/Design Review Board. Sample area can be used as a final product lf acceptable.
I t.03 ENVTRONMENTAL REQU|REI4ENTS
t
A. Do not install system when ambient temperature is below 40 degrees F.
I B' Maintain ambient temperature during and for 24 hours after installation of stucco system.
I PART 2 PRODUCTS
r 2.02 MATERIALS
I A Manufacturers: Use Standard Cementitious Stucco System.
t B. Primer/Conditioner: Use primerkonditioner as required by the manufacturer of the system to be
installed.
t C. Adhesive and Fasteners: Use adhesive and fasteners as recommended by system manufacturer.
D' Mechanical fasteners: Use mechanical fastener system recommended by the system
I manufacturer.
I E. Reirrforcing Mesh: Use reinforcing mesh as required by the system manufacturer and cornpatible
I with the finish coating material
Cementitious Stucco System
Construction- 04-72-A4
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HUGHES RESIDENCE
7740 CEMENTITIOUS STUC@ STSTEM
0305
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F. Thermal and Air Infihration Banier: No. l5 asphah feh or spun bonded polyethylene as
recommended by stucco system manufacturer.
G. Ground Coating: Cementitious reinforced ground.
H. Finish Coat: lntegral color cementitious finish coat compatible with ground coat.
l. Color: Color to match Sherman Wlliams color SW 5108 LATTE
PART 3 EXECUTION
3.OI SURFACECONDITIONS
A. Examine the areas and condhions under which work of this Section will be performed. Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed until
u nsatisfactory conditions are corrected.
B. Verify that substrate and adjacent materials are dry,
3.02 INSTALIATION - THERMAL AND AIR INFILTRATION BARRIER
A Install thermal and air infittration over wall sheathing, weather lap joints and end laps, staple in
place per manufacturer's recommendations.
3,03 INSTALLATION _ COATING
A. Attach reinforcing mesh so that it is fully imbedded in ground coat and as recommended by
manufacturer. Mesh shall be continuous at all corners and shall be overlapped a minimum ol2-l I)
inches. Double wr?rp comers and avoid wrinkles in mesh.
B. Appty h" thick nominal ground coat in accordance with manufactureds instructions. Ground coat
to be applied with medium hand trowel texture with square exterior corners.
C. Apply l/8' thick nominal integral color finish coat as recommended by manufacturer'
| . Color: Color to match Sherman Wlliams color SW 6 | 08 LATTE
D. Architect to provide subcontractor with desired appearance. Provide 4'x4' sample of hand trowel
texture and finish coat for approval by Owner/Architect
3.04 TEXTURE
A. TBD
END OFSECTIOI\I
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| 07313 WOOD SHAKE ROOFING
I PART I GENEML
. I.O I SUMMARY
r A. Provide wo od shake roofing as shcrivn en the Drawings, as specified herein and as needed for a
complete and proper installation.
B. Coondinate the copper gutters and downspourts per Section 7500 and'roof edge ice meh system
- per section | 5.
I I.O2 QUALITYASSUMNCE
I A Use adeq uate numbers of skilled wcrkers who are thoroughly trained and experienced in theI necessary crafu and who are completely familiar with the specified requirements and the methods
needed for proper performance of the work of this Section.
Ir B. Perform work in accordance with RCSHSB Instructions.
C. Caulking shall not be permitted in roofirgrflashing system.
D. Dissimilar flashing rnetats shall be isolated from each other and shalf not be permitted to come in
contact.
I PARTz PRODUCTS
I 2.0I RED CEDAR SHAKES
t A. Use Centigrade Number I taper-sawn shakes. Starter shakes to be Centigrade Number l, Blue
Label, taper sawn shakes. Class B or A. Provide sample bundle for Architect approval.
I B. Starter Shakes: Use Centigrade Number l, Blue label, taper-sawn shakes.
r C. Shakes to be installed with feh interleaves, even but ends and closed valleys.
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7.07 UNDERLAYI.4ENT
! A. Use sh eet membrane waterproofing on plywood, Re.: 071 10,
I B. Use No. 15 asphalt saturated feh interleaves between the layers of shakes.I
2.03 ACCESSORIES
I A. Nails: As recommend ed by manufacturer.
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Construction- 04-27-04
Shepherd Resources, Inc. AIA 07313- |
HUGHES RESIDENCE
073 r3 WOOD SHAKE ROOFING
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B. Staples: As recommended by manufacturer.
Z,U FLASHING MATERIALS
A Exposed shet a nd preformed flashings: Copper of sizes and shapes as required.
B. Concealed ilashings to be galvanized sheet.
C. Dissimilar flashing metals, or othenrdse, to be isolated from each other and shall not be permitted
to contact.
PART 3 EXECUNON
3.OI SURFACECONDITIONS
A Examine the areas a nd conditions underwhich work of this Section will be performed' Correct
condkions detrimental to timely and proper completion of the Work. Do not proceed until
unsatisfactory conditions are corrected.
3.O2 PREPAMTION
A. Verify that plumbing stac ks and roof Penetrations are flashed to deck surface.
B. Veri{y roof deck surfaces are dry, free from ridges, warps or voids. Broom clean surfaces'
3.03 FLASHINGFABRICATION
A. Form flashin gs to protect roofing materials from physicd damage and shed water. Form sections in
maximum possible lengths, free from distortion or defects'
B. Hem exposed edges of flashings minimum of | /4 inch on underside.
3.04 INSTALLATION - EAVE AND GABLE END (RAKE) PROTECTION
A. Place eave a nd gable end (nke) metal flashings tight with fascia boards. Weather lap ioints and seal
with plastic cement. Secure fange with nails.
3.05 INSTALLATION - UNDERLAYMENT
A. Install high tempent ure waterproof underlayment perpendicular to slope of roof, over the entire
roof area.
B. Place one ply of underlayment over unprotected area whh ends and edges weather lapped and
nailed. Stagger end lap,s of each consecutive layer.
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Construction- 04-22-04
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I onr3 WOOD SHAKE ROOFING
I C' Seal items projecting through roo{ watertight using weather lap with plastic cement.
a D. Dissimitar metals to be isolated from each other and shall not be permitted to contact.
T 3.06 INSTALLATION -VALLFT PROTECTION
t A' Place one layer of sheet metal flashing, minimum of 24 inches wide, centered over valleys and
crimped to guide water. Weather lap joints and nail in place.: l. Weatherexposure: inaccordarrcewithlRC2003.
Ir 3.07 INSTALLATIoN - wooD sHAKES
I A' lnstall shake s in accordarre with RCSHSB requheraenb to produce st-aigfrt coursing pattem to- produce a double thickness over roof area.l. Weather exposure: in accordance whh IRC 2003,
I B. Provide double course at ea,/es, projecting I inch.
! C.. Prgect shingles I inch wer gable end fascia boards.
D. Shake to be installed with felt interleaves, even butt ends and closed valleys
t E. Complete installation so as to produce weathertight roofing system.
I F. Upon completion of the roof installation, broom the finish surfaces to remove the loose debris.f Collect and remove all debris.
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END OFSECT'ION
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Construction- 04-72-04
073t3-3
HUGHES RESIDENCE
07500 FLASHING AND SHEET I'4ETAL
030s I
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PART I GENEML
I.OI SUMMARY
A. Provide flashin g and sheet metal not specifrally described in other Sections of these Specifications
but required to prevent water penetration through the exterior shell ofthe building and as needed
for a complete and proper installation.
I,O2 QUALITYASSURANCE
A. Use adeq uate numbers of skilled workers who are thoroughly trained and experienced in the
necessary crafo and who are completely familiar'with the specified requirements and the metfpds
needed for proper performance of the work of this Section.
B. Per{orm work in accordance wkh the following:
| . Aluminum Association - Aluminum Construction Mantrfacturer: Aluminum Sheet Metal Work
and Building Construction.
2. Copper Development Association - Contemporary Copper, A Handbook of Sheet Copper
Fundamentals, Design, Details and Specifications, Copper Roofing - A Practical Handbook, and
Sheet Copper Applications.
3. National Roofing Contractors fusociation - Roofing Manual.
4. SMACNA - Architectural Sheet Metal Manual.
I.O3 DELIVERY, STOMGE AND HANDLING
A. Stack preformed material to prevent twisting, be nding or abrasion and to provide ventilation.
PART2 PRODUCTS
2,0I SHEET MATERIALS
A. C'alva nized steel: ASTM 4525, G90, gauge core steel as requirgd (concealed flashings onf).
B. Aluminum: ASTM 8209, gauge as required (concealed flashings only).
C. Copper: ASTM 8370, 0.032 inch thick, natural finish (all exposed flashing). Heavier gauge may be
required where copper sheet is used as finish material.
D. Gufters: 6' half round gutters with 5" square down spor-rts, l6 ounce copper. All gutters and
downspouts to be heat taped to beneath frost depth and connected to underdrain system.
Underdrain to be hed taped from poin(s) of daylight to an adequate distance back to prwent
freezing.
E. Copper collection boxes, Design to be determined. Provide samples of standard collection for
selection. Custom is a design option
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07600 FLASHING AND SHEET METAL
7.02 ACCESSORIES
A Fasteners: Finish exp osed fasteners same as flashing metal.
B, Underlayment: No. l5 asphatt saturated feh.
2.03 FABRICATION
A. Form compo nents true to shape, accurate in size, square and free from distortion or defects.
Form pieces in longest practical lenghs.
B. Hem exposed edges l2 inch on underside; mher and seal corners. Fabricate vertical faces with
. bottom edge formed outwand l/4 inch and hemmed to form drip.
PART 3 EXECUTION
3.OI SURFACECONDITIONS
A' Examine the areas a nd conditions under which work of this Section will be performed. Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed until
unsatisfactory conditions are conected.
3.02 INSTALLATION
A. Install starter and edge strips and cleats.
B. Secure flashings in place using fasteners as required.
C. &ply plastic cement compound between metal work and feh flashings.
D' Fh components tight in place. Make corners square, surfaces true and sb-aight in planes and lines
accurate to profiles.
E. Sealjointwatertight.
F' Install gutters to provide a complete system. Coordinate whh Electrical Subcontractors as all
gutters are to be heated and that the gutter will work with rim heating system (see section | 6)
END OF SECTION
0305
Shepherd Resources, Inc. AIA 07600 -7 Flashing and Sheet Metal
Construction- 04-22-04
HUGHES RESIDENCE
07920 SEALANTS AND CAULKING
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PART I GENEML
I.OI SUMMARY
A Throu ghout the Work, seal and caulk joints where shown on the Dravings and elsewhere as
required to provide a positive barrier against passage of moisture and air.
I.O2 QUALITYASSUMNCE
A Use adeq uate numbers of skilled workers who are thoroughly tnined and experienced in the
necessary crafts and whe are completely familiar with the specified requirements and the methods
needed for proper performance of the work of this Section.
I.O3 DELIVERY, STOMGEAND HANDLING
A Do n ot retain at the job site any material that has exceeded the shelf life recommended by the
manufacturer.
I.O4 COMPATIBILITY
A. Provide.joint se alers, joint fillers and other related materials that are compatible with one another
and with joint substrates under service and application condhions, as demonstrated by testing and
freld exoerience.
PART 2 PRODUCTS
2.OI SEALANTS
A. Provide the followi ng sealanE, or equal, where called for on the Drawings or otherwise required
for a complete and proper installation.
l. One-Part Mildew-Resistant Silicone Sealant (lnteriorWetAreas):
a, 'Dow Comir"g 786"; Dow Corning Corp.
b. 'SCS 1702 Sanitary"; General Electric Co.
c. '863 # t//hite"; PecoraCorp,
d. "Pro$aze \Alhite'; Tremco Corp.
2, Two-Part Nonacid-CuringSilicone Sealant for Use Tl
a. "Dow Corning 888"; Dow Corning Corp.
3. Muhi-Part Nonsag Urethan Sealant for Use NT. M. G,A. and O (Exterior Walls, Vertical
SurfacesA4aterials):
a, "Chem-Calk 500"; Bostik Construction Products Div.
b. "Dynatrol ll'; Pecora Corp.
c. "Sikaflex 2c NC'; Sika Corp.
d. "Sonolastic NP 2"; Sonnebom Building Products Div., Roaprd Chem. Prod. Inc.
4. Two-Part, Pourable, Urethane Sealant (Horizontal Concrete Surface):
a. "Chem-Calk 550": Bostik Construction Product Div.
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Construction- 04 -22-04
Shepherd Resources, Inc. Ali{07970 - |
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07920
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SEALANTS AND CAULKING
b. "Pourthane"; W.R. Meadows, Inc.
c. "NR-200 Urexpan"; pecora Corp.
d. "Sonolastic PavingJoint Sealant"; Sonnebom Building Products Div., Rexnord Chem.
Prod. Inc.
5. furylic:Emulsion Sealant:
a. Manufacturer's standard, one-part, nonsag, acrylic, mildew-resistant, paintable, acrylic-
emutsion sealant complying with ASTM C 934.
5. fuoustical Sealant for Concealed loints: (lnterior Walls)a' Manufacturer's standard, nondrying, nonhardening, nonskinning, nonstaining, gunnable,
synthetic rubber sealant recommended for sealing interior concealed joints to reduce
transmission of airbome sound.
B' Colors: Colors for each sealant installation will be selected by the Owner/Architect from standard
colgrs normally available from the specifred manuhcturer to match the colorof the adiacent
su rfaces,
2.07 ACCESSORIES
A. Primer : Non-staining type recommended by sealant manufacturer.
B. Joint cleaner: Non-corrosive and non-staining t/pe, recommended by sealant manufacturer;
compatible with joint compounds.
C. Bond breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application.
D. Sealant backings, generalr Non staining; compatible with joint substrates, sealants, primers and
other joint fillers; approved for applications indicated by sealant manufacturer based on field
experience and laboratory testing.
PART 3 EXECUTION
3.OI SURFACECONDITIONS
A Examine the areas a nd conditions under which work of this Section will be performed. Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed until
unsatisfactory condhions are corrected.
3.02 PREPAMTION
A. Verify that surfaces are ready to receive work and that joint measurements and surface conditions
are as recommended by sealant manufucturer.
B. Remove loose materials and foreign matter that may afect adhesion of sealant.
3.03 INSTTLATION
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I Sealants and Caulking
Construction- 04-22-04
Shephend Resources, Inc. AIA 07920 -7
HUGHES RESIDENCE O 0305
AND CAULKING
A. Clean joi nts and install sealant in accordance whh manubcturer's instructions.
9. Ae* segiarfrvsthin Fecbrflr$en&d temperature rrngeg.
C. Tool jOints @ncave.
END OF SECTION
Shepherd Resources, Inc. AIA Sealants and C-aulking
Construction- 04-22-M
-3
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HUGHES RESIDENCE
I o82ro WOOD DOORS
I PART I GENEML
i l.0t SUMMARY
A. Provide wood doors complete ln phee whh frn'ish hardnare inSalled as shown on the Drawngs,
I as specffied herein and as needed for a complete and proper installation.
I I.O2 QUALITYASSURANCE
{n
I A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the
necessary crafts and who are completely familiar with the specified requirements and the methods
tt needed for proper performance of the work of this Section.
Iri B. In addhion to complying with applicable codes and regulations, comply with "Architectural
t Woodwort Quality Standards" of the Architectural Woodwork Institute, for the grade or grades
I specified.
;r t.03 DEL|VER, HANDLTNG AND STOMGEI! A' As reasonably as possible, deliver doon to the site when concrete and other conditions are dry to
minimize the efect moisture may hare on the doors.tf
PART 2 PRODUCTS
fI 2.OI INTERIORDOORS
I A. Manufacturers:
I | . Standard interior doors: I %" thick White Oak, rift crn, 2 panel stave core stile and rail, flat
. E::0",$3*t"ed
mording
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B. Provide wood doors of the types, designs and dimensions shown on the Door Schedule ano on
f the Drawings.
C. Doors rnay be prehung and prefinished with a smooth texture.
I D. Finish: To match sample at Shepherd Resource, Inc
I pARr3 xECUroN
3.OI SURFACECONDITIONS
F A. Examine the areas and conditions under which work of this Section will be performed. Correct
Wood Doors
Construction- 04-77-04
030s
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HUGHES RESIDENCE
082 l0
0305
WOOD DOORS
conditions detrimental to timely and proper completion of the Work. Do not proceed until
ursaisfxtory eonditions are c0rreeted.
3.02 INSTALLATION
A. Fitting: Unless doors are completely frtted at the mill, frt them for width by planing and fit them for
height by sawing to the following clearances:
L Bottom: 12 inch maximum;
2. Top: l/8 inch maximum;
3. Lock and hinge edges: Bevel li8 inch in 2 inches maximum.
B. Install finish hardware in accordance with the manufacture/s instructions'
END OF SECTION
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Shepherd Resources, Inc. AIA 082r0-2 Wood Doors
Construction- 04-27-04
I HUGHE' RESTDEN.E
II 64t5-A CABTNET I{ARDWARE SCUEDULEI
I 1.01 .ABTNETHARDWARE
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fl.f Shepherd Resources, Inc. AIA 64 | 5-A - | Cabinet Hardware Schedule
'r Construction_ O4-22_M
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HUGHES RESIDENCE
085 t0 STEELWINDOWS
0305
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PART I GENEML
I.O I STJMMARY
A. Provide steel windows and screens as shown on the Window Schedule and Drawings, as
specified herein and as needed for a complete and proper installation.
B. Refer also to Section 08800- Glazing and section 08520- Clad Wood Windows and Doors
of this Project Manual for additional glazing requirements and standards.
I.O2 QUALITYASSUMNCE
A. Use adequate numbers of skilled workmen who are thoroughly tnined and experienced in the
necessary crafls and who are completely familiar with the specified requirements and the
methods needed for proper performance of the work of this Section
PART 2 PRODUCTS
2,0r wNDo\A6
A. Manufacturers: A and S Window Associates, inc. or approved ahernate.
B. Provide steel windows of the type, dimensions and arrangements shown on the Drawings and
\Mndow Schedule.
L. l-rnrsh: ltsD.
2,07 OTHER MATERIALS
A. Provide other matedds not specifically described br-rt required for a complete and proper
installation as selected by the Contractor subpct to the approval of the Owner/Architect.
2.03 MOTORIZED OPEMTING UNITS
A. Product: Motorized Casement operator
I . Location: (2) operable units within light well, ( l) on north and ( l) on West side south
corner
). Installation: coordinate electrical requirements and switch locations.
Steel Windows
Construclion 04-22-04
Shepherd Resources, Inc. AIA 085r0- |
I
T HUGHES RESIDENCE 0305
! ossro STEELWINDOWS
I PART 3 EXECUTION
r 3.0t SURFACE CONDTTTONS
It A. Examine the areas and conditions under which work of this Section will be performed. Correct
2i condhions detrimental to timely and proper completion of the Work. Do not proceed until
J ursatisfactory conditions are corrected.
r 3.02 TNSTALLATTON
I A. Install the work of this Section in strict accordance with the manufacturer's instructions.
I B' Leave labels on glass until inspection and approval by the Owner/Archkect.
3.03 CLEANINGI
' A
,|?::"::*:Til1ffi1"l;? l;f:i,*1iiltr;,i,?ilfllJ$: *" work of ,his sec,ion
tr
Ir,
END OF SECTION
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Steel Wndows
Construction 04-27-04
Shepherd Resources, Inc. AIA 085r0-2
HUGHES RESIDENCE
08520
0305
CLAD WOOD WINDOWS AND DOORS
PART I GENEML
I,OI SUMIYARY
A. Provide clad wood windows and doors as shown on the \Mndow Schedule, Door Schedule and
as shown on the Drawings, as specified herein and as needed for a complete and proPer
installation. Provide screens at all operable windows and doors.
B. Refer also to Section 08800 - Glaz ing of this Project Manual in addhion to this section.
I.O2 QUALITYASSUMNCE
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Use adequate numbers of skilled workmen who are thoroughty trained and experienced in the
necessary craffs and who are completely fumiliar with the specified requirements and the
methods needed for proper Performance of the work of this Section'
Shop drawings: for each type of window and door specified. Include layout and installation
details, typical window and door unit elevations at %-inch scale, full-size details of typical and
composite members, hardware, including operaton, glazing details, and accessories'
Thermal Breakage: Glass manufacturer is respomible for breakage due to Thermd Stress'
Thermal Stress Analysis as prepared by Libby Owens (or approved ahernate test) to be used.
Safety Glass Standard: Comply with ANSI 297. I and testing requirements of l6 CFR Part 120 |
for Category ll materials.
l. All $ass and glazing subject to human impact shall comply whh section 5406 of the Uniform
Building Code.
7. Provide glass permanently marked whh the Label of the Safety Glazing Certification Council
or other agenry acceptable to authorities ha/ng jurisdiction.
3. Glazing Seal: Provide extruded vinyl or butyl glazing gasket providing weather tight seal.
Glazing Standards: Comply with recommendations of the Flat Glass Marketing fusociation
(FGMA) "Glazing Manual" and "Sealant Manual".
Insulating Glass Certification Prognm: Provide units permanently marked with label of the
Insulating Glass Certification Council (lGCq or the Associated Laboratories, Inc. (ALl). Provide
the label on spacers or at least one component Pane of each unit.
l. Provide Low-E insulating glass units on all windows and doors on the project'
All altemates to the specified product need to provide windows and doon equal to or larger than
the specified product. lf a laqger size does not frt a custom size product is to be used.
I'lanufrctlrer to notify Architect ilthe windows specified for steeping areas do not meet egress
Shepherd Resources, Inc. AIA 08520- |Clad Wood Windows and Doors
Construction- 04-22-04
I
HUGHES RESIDENCE
I 08620 CLADWOODWINDOWSAND DOORS
0305
t requrrements.
I! PART 2 PRODUCTS
I 2.or wNDowAND DooR uNrrsI
A. Provide aluminum clad wood windows of the types and dimensions shown on the \Mndow and
I Door Schedule and as shown on the drawings as supplied by Pozzi Windows and Doors orI aDproved ahernate,
I B. Low E Glassl Provide all windows with Cardinal LoEz - | 7 I clear glass or approved ahernate.a
C. Insulating Glass: Provide all windows with double pane 3A" insulating glass.
I, D. DMided Lights: Provide Manufacturerrs standard l" bead stop profile thermal bar (simulated
divided lights). No snap-in mr_rttins will be allowed.
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t E. Provide window units 4 r t/t6'. All units to have nailing fins, no jamb extension, no finger joints to
be visible, no primer or finish on tfre interior wood, no factory brick mould or sub sill. Provide
- patio doors without hardware and with standard 6/z'tall bottom rails.I,r F. Cladding: Aluminum clad, color: Standard Redwood 504. Interior finish to be controller, stain,
t sanding sealer and water base finish to be applied at the site, in place,
I
G. Factory to remove all glazing sealant from glass and wood prior to finishing and shipping.
II H. All operable windows and doors to have screens. Coordinate wjth dqqrs with retractable patioGcoor screens.
rr L Provide manufacturer's standard warnnty.r- J, Verify that window crank do not interfere with the window sill design. lf it is determined that the
cranks do interfere, the Archhect shaff be contacted for resoh.rtion.
7.07 FRAME MATERIALS
A. Clad Wood:
L Species: Manufacturer's Standard; 3 3/t6" windows and 4 t t/t6" or 5 t r/re" doors for
windows and doors or as indicated on the drawings.
2. Suitable for site applied stain and transparent finish on the inside.
B. Screening: Aluminum/plastic mesh. Manufacturdr's Standard.
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I Shephend Resources, Inc. AIA 08620- 2 Clad Wood Windows and Doors
Construction- 04-22-04I
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HUGHES RESIDENCE
08620 CI-,CD WOOD WI NDOWS AND DOORS
0305
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C. Screen frames: Rolled aluminum of rectangular sections with mesh set into frame and secured,
Frame Color: match hardware color. Do not deliver screens to job srte until time of Final Punch
List.
HARDWARE
A. sash lock: Casement and awning operaton shall be "Casement Roto operators".
B. Finish: Slandard bronze.
C. Patio door/Gliden shall receive Rocky Mountain Hardware lever and escutcheon, See section
087 il
ANCHORS. CLIPS. AND ACCESSORIES
A. Fabricate of aluminum, nonmagnetic stainless steel, or hot-dip zinc-coated steel or iron complying
with the requirements of ASTM B 633 for SC 3 (severe).service condition; provide strength
sufficient to withstand design pressure indicated. Windows and doors with a nailing fin attachment
are desired.
COMPRESSION WEATH ERSTRIPPI NG
A. Compressible, designed for resilient sealing under bumper or wiper action, concealed when sash
is closed.
B. Weather stripping material: Manufacturer's Standard.
REIMCTABLE PATIO DOOR SCREENS
A. Product: Phantom Screens: Double Door (two screen units)'
l. Color: TBD
2. Location: Patio doors/Gliding doors.
3. Installation: Verifu mounting applications in wood siding prior to installation.
2.07 MOTORIZED OPEMTING UNITS
A. Product: Motorized Casement operator
| . Location: Dining upper archtop casement units and Desk Area upper single archtoP unit
7. Installation: coordinate electrical requirements and switch locations'
PART 3 EXECUTION
Clad Wood Windows and Doors
Construction- 04-22-04
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Shepherd Resources, lnc. AIA 08620- 3
I
HUGHES RESIDENCE
I 08620 CLAD WOOD WINDOWS AND DOORS
030s
I 3.or
',RFACE
coNDrroNS
I A. Examine the areas and conditions under which work of this Section will be oerformed. Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed until
unsatisfactory conditions are corrected..-
I 3.02 INSTALLATION
I
I A. Install frames, hardware and flashings in accordance with the manufacturer's instructions.
_. B. Securely fasten frames to structure.
t C. Align assembly plumb and level, free of warp or twist.
I D. Coordinate attachment and seal of air and vapor baniers. Pack shim spaces with insufation.
-E. Adjusting: Adjust operating sash and hardware to provide a tight frt at contact points and weather
I stripping, smooth operation and a weather tight closure. Lubricate hardware and moving pans.
I
F' Cleaning: Clean Su,rfaces after jnstallafion. Avoid damage to coatings and fnishes. Remove non-
permanent labels from glass surfaces.l. Clean glass after installation. Wash and polish both faces before Substantial completion.
Remove non-permanent labels from glass surfaces.
2. Remove and replace glass that has been broken, chipped, cracked, abraded or damaged
during the construction period.
G' Protection: Protect window and door units from damage or deterioration until time of substantial
completion and Punch List.
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END oF SECION
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Construction- 04-27-04t
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HUGHES RESIDEI\IE
08711
030s
FINISH HARDWARE
PART I GENEML
l.0l sur.4t"1ARY
A. Provide linish hardware, trim attachments and fastenings required to complete the Work as shown
on the Drawings, as specified herein and as needed for a complete and proper installation.
I.O2 SUBMITTALS
A. Submit to the Archhect a complete "Finish Hardware Schedule" listing each hardware set category
including: manufacturer, name and number, type of finish; swing of door; handware pieces
reguired; and keying legend.
I.O3 QUALITYASSUMNCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the
necessary crafts and who are completely familiar with the specified requirements and the methods
needed for proper performance of the work of this Section.
PART 2 PRODUCTS
2.0I GENERAL
A. Fastenen:
| . Furnish necessary screws, bohs and other fasteners of suitable size and type to anchor the
hardware in position.
2. Use fasteners which are consistent with the hardware as to finish and material.
B. \y'y'here butt hinges are required to swing | 80 degrees, use hinges of sufficient throw to clear door
trim.
C. Use proper tools and technique when installing screws to assure that no 'bowrcing" or "stripping"
occurs on the screws for all finish hardware. lf any "bouncing' or "stripping" occurs, the screws
shall be reolaced.
D. Extended strikes shall be provided where necessary to avoid the latch boh from hitting the door
casing, jamb extension, or plaster wrap.
E. Install plastic cups provided by manufacturer at strike bores. lf no plastic cups are Provided,
provide a clean moftise and paint flat black.
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IFinish Hardware
Construction- 04-22-04
Shepherd Resources, Inc. AIA 087il - |
I
HUGHES RESIDENCE
t o87rl
030s
FINISH HARDWARE
I z.o7 KEYTNG
Lr A. Factory key aM master key lock and rylinders as direc.ted by the Oi'rner/r\rchhect.rl' B. Furnish two keys for each lock and two masterkeys as required. Muhiple keying will be
required coordinate with Owner/Architect.
I C. Construction keying:
I .. Provide a construction masterkey system with five keys.
il z. Upon Completion of the Work, void the construction key system and, in the
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Presence of the Owner, demonstrate that the specified keying system is operating propedy.
I D. ldentification and delivery: ldentify permanent keys with tags and deliver directly to the Orvner.I
2.03 HARDWARE - Re: Section 8 of the Detail ManualI
! A. Hinges: RockyMountainHardwarewithBall tip, HNG4whhCAP2orHNG4.5withCAPZ
I B. Levers: Rocky Mountain Hardware, -l.alon
L 106
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C. Escukheon, Rocky Mountah l'ladware, stylez th'\4 %" curued E5O4I
; O t'"f,f;]"der Deadboft, Rocky Mountain Hardware lP5l2- At doors 0034, 0038,0098, and
I E. Base Board Stop, roller catches, floor mounted stops, lock, strike plates, trim etc.: "Schlage" or
approved equivalent. Medium quality.
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t F. Entry lock set, Roclcy Mountain Hardware, G60 | ,GCI2 -Ven{y with Interior Designer
n G. Patio door hardware, Rocky Mountain Hardware, E538It H. Flushbolts at grade level patio doors: Roclql Mountain Hardware, MB I
'-.
I L Pocket door lock: Rocky Mountain Hardware, pDl204
- .1. Cabinetry hardware: TBD
* K. Finish: Silicon bronze light
I 2.04 orHER MATERTALSI
A. Provide other materials rnt specificalt described br.rt required for a complete and proper
I installation as selected by the Contractor subject to the approval of the Owner/Archhect.I
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Shepherd Resources, lnc. AIA 087r -7 Finish Hardware
Construction- 04-22-04
HUGHES RESIDENCE
087t1 FINISH HARDWARE
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PART 3 EXECUTION
3.OI SURFACECONDITIONS
A. Examine the areas and conditions under which work of this Section will be performed. Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed until
unsatisfactory conditions are corrected.
3.02 INSTALLATION
A, Install all finish hardware in accordance with the manufacture/s instructions.
B. Upon completion of installation adjust all hardware as required to assure smooth and proper
operation. Return at time of Final Punch to readjust door hardware as required'
END OF SECTION
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IShepherd Resources, Inc. AIA 087| - 3 Finish Hardware
Construction- 04-27-04
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HUGHES RESIDENCE
08800
0305
GLAZING
l,
I PART I GENEML
I t.0l SUMMARY
I A Provide glazin g and glazing accessories as shown on the Drawings, as specified herein and as
needed for a complete and proper installation.
.15
. I.O2 QUALITYASSUMNCE
,l A. Use adeq uate numbers of skilled workmen who are thoroughly trained and experienced in the
I necessary crafu and who are completely familiar with the specified requirements and the methods
needed for proper performance of the work of this Section.
I B. In ddition to complying with applicable codes and regulations, comply whh:L Flat Glass Marketing Association:
I a. "Glazing Sealant lYanual";
I b. "Glazing Manual."
- C. Safety Glazing Standard: Comply with ANSI 297. I and testing requirements of 16 CFR Part 120 |
I for category ll materials.
- | . All glass and glazing subject to human impact shall comply whh Section 5406 of the Uniform
Buildnrg Code.
I t.03 DELIVERY, STOMGEAND HANDLTNG
a A' During st orage and handling of glass, provide cushions at edges to prevent impact damage.
I
,t PART 2 PRODUCTS
lt 2.0 | clAss
J A, General: For all glass, provid e the type and thickness shown on the Drawings or as required.,t
I . Glass Manufacturers: TBD
B. Minor Glass:
| . | /4" thick, clear mirror with polished edges, Type I , Class | , Quality q2, conforming to FS
DD-G-45 l, siMering, copper coating, and protective organic coating, Provide manufacturers
written 5 year warrdnty against silver spoilage.2. Mirror at Baths shall be compliant with ICC/ANSI Al 17. | - | 998.
C. Decorative Beveled Glass: I " bevel exposed to view outboard of stopsL At entry door, entry door assembly windows, ski room door, bedroom door0034:
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Shepherd Resources, lnc. AIA 08800- II
I
Glazing
Construction- 04-72-04
HUGHES RESIDENCE
08800
030s
GLAZING
A. Provide other materials not s peeifically described but required for a complete and proper
installation as selected by the Contractor subject to the approval of the Architect.
PART 3 EXECUTION
3.OI SURFACECONDITIONS
A. Examine the areas a nd conditions under which work of this Section will be performed' Correct
conditions detrimental to timely and proper completion of the Wo*. Do not proceed until
unsatisfactory conditions are corrected.
B. Clean glazing channels, stops, and rabbets to receive the glazing materials. Remove any
deleterious sub$onces which might impair the work.
3.02 INSTALLATION
A. Locate s etting blocks at sills one quarter of the width of the glass in from each end of the glass'
unless otherwise instructed by the manuhcturer. Use blocls of the proper size in accordance with
manufactu rer's instructions.
B. Set glas in a manner which produces ttre greatest possible degree of uniformibJ in appearance.
C. Do not use two different glazing materials in the same joint system.
D. Miter cut and seal the joints of glazing gaskets in accordance with the manufacturer's instructions to
provide watertight and airtight seal.
3.03 PROTECTION
A. Protect glass from breaka ge after installation by promptly insballing streamers or ribbons, suitably
attached to framing and held free from the glass. Do not apply waming markings directly to the
glass.
B. Protect glass from contact with contaminating substances resuhing from construction operations;
remove arry such substances by method approved by glass manufacturer'
C. Wash glass on both faces not more than 4 days prior to date scheduled for inspections intended to
establish date of subshntial completion. Wash glass by method recommended by glass
manufacturer.
END OF SECTION
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Sheoherd Resources, Inc. AIA 08800- 2 Glazing
Construction- M-27-04
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METAL STUD SYSTEM
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I PART I GENEML
I I.OI SUMMARY
I!-A. Provide metal studs and accessories as shown on the Drawings, as specified herein and ast needed for a complete and proper installation.
I
I.O2 QUALITYASSUMNCE
A Use adequate numbers of skilled workmen who are thoroughly trained and experienced in
the necessary crafu and who are completely fumiliar with the specified requirements and the
methods needed for proper performance of the work of this Section.
B. In addition to complying with applicable codes and regulations, comply with
recommendations contained in "Specifications for Metal Lathing and Furing' published by the
Metal LathAteel Framing Association.
I PART2 PRoDUCTSI
2,Ot I'IFIAL STUDS AND ACCESSORIFSI
I A. Manufucturers: TBDprodud: I 56" metal studsr ;:::H; :.';ff::li"
Product: RC channels
I B. Allstud;, joists and accessories shall be of the type, s'ize, gage and spacing shown on the
I |#XiE;iHls,
runners, bracing and bridging shall be manufactured in accordance with
f C. All galvanized studs, joists aM accessories shall have a rninimum G-50 coating.|lr
t D' Accessories to include, but not limited to, tracks, clips, anchors, fastening devices, sound
attenuation pencil rods and resilient clips and other accessories needed for a complete and
proper installation.
I
I PART3 EXECUTION
a 3,OI SURFACECONDITIONS
A. Examine the areas and conditions under which work of this Section will be per{ormed.
Shepherd Resources, lnc. AIA 09il0-l
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Metal Stud System
Construction- 04-22-04
oHUGHES RESIDENCE
09 r r0
030s
METAL STUD SYSTEM
Corect conditions detrimental to timely and proper completion of the Work. Do not
proceed until unsatisfactory conditions are corrected.
3.02 INSTALLATION
A. Accurately lay out partition and wall lines from the dimensions shown on the Drawings.
B. lnstall metal studs and accessories in accordance with the manufacturer's instructions.
C. Space the studs as required for compliance with applicable regulations, to give proper support
for the covering material and as indicated on the Drawings.
D. Coordinate and provide required backing and other support for items to be mounted on the
finished covering.
END OF SECTION
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Shepherd Resources, Inc. AIA 09 r 0-2 Metal Stud System
Construction- 04 -22-04
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HUGHES RESIDENCE
I oe2do GYPSUM WALLBOARD SYSTEM
o
030s
II} PART I GENEML
l I.OI SUI.IMARY
E
A' Provide rypzum drywall and accessories where shown on the Drawings, as specified herein and asI needed for a complete and proper installation.r
I,O2 QUALITYASSUMNCEI,
I A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the
necessary crafu and who are completely familiar with the specified requirements and the methods
I needed ior proper performance of the wo* of this Section.a
B. A pre-meeting with the Architect is required to discuss general design parameters, specific
L concems based on the Architect's previous experienceind general questions from thet subcontractor.
I PART 2 PRODUCTS
t 2.01 GYPSUM WALLBOARD
I A' Gypsum board types: 5/8'-thick type 'X' unless noted otherwise, maximum permissible length,I complying with the following:
t l. Standard tJpe: ASTM C3d, type ,X'.
2. Moisture resistanttype: ASTM C530.
- 3. Backing board: High densif, cementitious, glass fiber reinforced, (Glass mesh mortar unit -II GMMU)7116' or 14" Dens-shield.
4. Exterior gypsum board, 5/8".
oPentngs.
D. Fasteners: AsrM c I 002 type W nails or ASTM C | 002 type s | 2 hardened screws.
E. DrywallMud
I z.oz AccEssoRrEs
I A. Acoustical sealant: Non-hardening, non-skinning, specified for use whh gypcum board.
B. Joint materials: AsrM c475, reinforcing tape, joint compound, adhesve and water.
I C. Comer beads: Metal, standard trim by Beade -X.
| , Provide square comer bead at all outside wall and ceiling comers and at non-trimmed
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Shephend Resources, Inc. AIA 09260- |Gypzum Wallboard System
Construction- 04-77-04
HUGHES RESIDENCE
09260 GYPSU M WALLBOARD SYSTET4
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F. True Veneer Plaster Materials
G. Okon water-based sealer,
H. Access Panels: Use recessed access panels which install with the Gypsum Board flush
with the adjacent surface. Use Cesco Products, Style CTR- I or approved alternate,
2,03 OTHER MATERIALS
A. Provide other materials not specifically described but required for a complete and proper
in(allation as selected by the Contractor subject to the approval of the Architect.
PART 3 EXECUTION
3.OI SURFACECONDITIONS
A. Examine the areas and conditions under which work of this Section will be performed. Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed until
un satisfacto ry condhions are corrected.
3.02 INSTALLATION
A. Install gypsum board in accordance with manufacture/s instructions.
B. Fasten rypsum boand to furring or framing with nails or screws.
C. Place square corner beads at extemal comers and openings. Place edge trim where gypsum
board abuts dissimilar materials.
D. Install moisture resistant type at wet locations.
E. Install Backing board type at all tub/shower combinations.
F. lnstall RC channel where indicated.
G. Install access panels where shown on the drawings, as specified herein and as needed for a
complete and proper installation
H. Install tile backer board at all showers and under all counteftops that receive tile, stone or
marble.
L Contractor to verify that all screws/nails are "invisible" adjacent to bath accessories after the
installation of accessories.
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Construction- 04-22-04'
Shephend Resources, Inc. AIA 09250-2
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HUGHES RESIDENCE
09260 GYPSUM WALLBOARD SYSTEM
030s
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J. Install exterior gypsum sheathing as required to achieve fire ratings where required.3.03 JOTNT TREATT'4ENT
Tape' fill and sand exposed joints, edges and comers to a srnooth surface read/ to receive finish.
Taping filling and sanding is not required on surfaces behind adhesive applied ceramic tile.
At the completion of and during installation promptly pick up and remove from the working area
all scrap, debris and surplus material.
3.04 SURFACE FINISH
Veneer Plaster: Re: Room Finish Schedule, D8.0. (frowel Texture) All exposed surfaces within
residence shall receive hand trowelled true veneer plaster with integral color. Finish texture
sample boards shall be produced and submitted for approval by the owner/Architect. Sample
board size shall be 4'x4' minimum. Color of plaster is to match a color with a value between
Sherwin tMlliams SW5386 Napery and SW6385 DoverWhite. All veneer plaster surfaces to be
seahd whh Okon wager base water rryelhnt sealer.
Tape and paint Re: Room Finish schedule, D8.0. All exposed Garage, dorage, and Mechanical
Room sur{aces shall receive trowelled drywall mud (smooth) texture and paint. Finish texture
sample boards shall be produced and submitted for approval by the owner/Architect. sample
board size shall be 4'x 4' minimum. Paint color of tape and paint areas Sherwin Williams SW5385
Napery.
Finish alljoints and wall surfaces to within 3' of finished floor elevation in preparation for finished
base treatment where applicable
3,05 CLEANING
A. Use necessary care to Prevent scattering gypsum wallboard scraps, plaster, dust and to prevent
tracking plaster materials onto floor surfaces. Place adeqmte protection on adjacent finish surfaces.
B' At the completion of and during installation promptly pick up and remove from the working area
all scrap, debris and surplus material.
END OFSECTION
B.
C,
B.
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Shepherd Resources, Inc. AIA 09260-3 Gypsum Wallboand System
Construction- 04-22-04
HUGHES RESIDENCE
093 r0 CERAMIC TILE
030s I
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PART I GENEML
I.OI SUMMARY
A. Provide ceramic tile as specified herein and as needed for a complete and proper installation.
B. Re: Interior Specifications and Tile Details D 12.0- D 12.30 as prepared by Design Project, Inc.
I.O2 QUALITYASSUMNCE
A. Use a dequate numbers of skilled workmen who are thoroughly trained and experienced in the
necessary crafts and who are completely familiar with the specified requirements and the methods
needed for proper performance of the work of this Section.
B. All tile applications are to be perthe Tile Council of America Specifications.
PART 2 PRODUCTS
2.OI CEMMICTILE
A. Use ceramic tile and accessories complying with Tile Council of America Specifications A 137. | , in
colors and patterns per details.
2.02 SETTING MATERIALS
A. Comply with ANSI A | 36. | , using type I where exposed to prolonged water Presence and using
type ll at all other locations.
2.03 GROUT
A. Use commercially prepared grouting composition, not requiring damp curing, and with high
fleibiliby and stain resishance in colors selected by the Owner/ Architect/Designer.
B. Grout Color: Coordinate gror-rt color with Design Project, Inc. in field. TBD.
7.04 SFALER
A. Use water base water repellent sealer as recommended by manufacturer.
2.05 SHOWER FLOORS
A. Construqt alt shower flooa with a waterprocf chloroloy membrane.
2,06 OTHER MATERIALS
Ceramic Tile
Construction- 04-22-04
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0305
CERAMIC TILE
A' Provide other materials not specifically described but required for a complete and proper
Installation as selected by the Contractor subject to the approval o{ the
Owner/Architect/D e si gn e r.
PART 3 EXECUTION
3.OI SURFACECONDITIONS
A. Examine the areas and condhions under which work of this Section will be performed. Corect
conditions detrimental to timely and proper completion of the Work. Do not proceed until
unsatisfactory conditions are corrected.
3.02 INSTALLATION
A. Install adhesVe, tile, and grout on tile backer board, moisture resistant board or sub floor in
accordance with the manufactureds instructions.
B. Install chloroloy membrane shower floors in accordance with the manufacturer's instruction.
C. Lay tile and accessories to patterns described per tile drawings D | 2.0-D | 2.30. Do not interrupt' tile pattem through opelrings, except as otherwise noted,
, D. Cut and fit tile tight to penetrations. Form comers and bases neatly.
E. Grout tile joints. Make joints watertight, without voids, cracks excess mortar or excess grout.
F. Apply sealant to inter{ace of tile and dissimilar materials.
3.03 CLEANING
A Upon completion of installation , clean the work of this Section in accordance with the
manufacture/s instructions.
B. Provide tile sur{aces clean and free from cracked, broken, chipped, unbonded and otherwise
defective units.
3.04 SEALING
A. After cleaning the tile and grout, install a wa terbase water repellant sealer per the manufacturer
recommendations on all tile and grout surfaces and as soon as practical after tile is installed and
groLited.
END OF SECTION
Shepherd Resources, lnc. AIA Ceramic Tile
Construction- 04-72-04
093t0-2
HUGHES RESIDENCE
09550 WOOD FLOORING
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PART I GENEML
I.O I SUMMARY
A. Provide wo od flooring as shown on the Drawings, as specified herein and as needed for a
complete and proper insbllation.
I.O2 QUALITYASSUMNCE
A. Use adeq uate numbers of skilled workmen who are thoroughly trained and experienced in the
necessary crafu and who are completely familiar with the specified requirements and the methods
needed for proper performance of the work of this Section.
PART 2 PRODUCTS
2.OI WOOD STRIP FLOORING
A. Main Level: 7 '/2" wide andT /8" thick Knotty fuh Wood flooring from Admont Natural Floors,
supplied by Arrigoni, Inc, or approved ahemate. Wood texture to be hand-planed whh sl'tghtly
eased edges and custom stain and matte finish. Match sample at Shepherd Resources, Inc.
Supplier/manufacturer to supply layout drawing for approval. No sleepers are desired.
B. Wood flooring adhesive to be Sika-Accu bond, glue down system with silent layer from Arrigoni,
Inc.
C. Custom stain and matte finish.
D. Provide l2x 17" samples to be reviewed by OwnerlArchitectDesigner. Upon sample selection
by Owner, provide 4'x4' finished sample floor to be approved by Owner/ArchitecVDesigner.
2.02 OTHER MATERIALS
A. Provide other materials not s pecifically described but required for a complete and proper
inshllation as selected by the Contractor subject to the approval of the O'aner/Architect.
2.03 SUPPLIER
A. Adamont Natural Floors as supplied by Arrigoni, Inc.
B. Or Approved Ahemate.
Wood Flooring
Construction- 04 -22-04
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Shepherd Resources, Inc. AIA 09550 - |
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HUGHES RESIDENCE 030s
smooth surface.
B' Flooring to be glue applied to sub-floor system. Contractor will be responsible for sub-floor
preparation;. Radiant heat must be installed and in working order for a minimum of 30 days prior
to install.
C' Anchor each piece firmly into position, drawn snugly ^gainst the preceding piece with tight mating
eoges.
END OF SECTION
WOOD FLOORING
I PART 3 EXECUTTON
. 3.OI SURFACE CONDITIONS
t A. Examine the areas and conditions under which work of this Section will be per{ormed. Correct
I conditions detrimental to timely and proper completion of the Work. Do not proceed until
t unsatisfactory conditions are corrected.
3.02 INSTALLATION
-
' A. Thorou ghly clean the substrate, removing debris, dust and other foreign matter and leaving a
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3.03 prNlsr.tfNc
I A. Hand pla ne wood flooring with slightly eased edges, free from irregularities, scratches and
blemishes.
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I C. Custom stain whh color (per sample) followed by two coats matte finish.r D. Apply matte {inish in accordance with the manufacturer's instructrons.
I
I 3.04 PROTECTION
1 A. Coverthefinished wo*withreinforcedpdpercoveringufitil all dtheWorkhmbeencompleted.
I Uncover at time of substantial completion in time for punch list preparation.
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Shephend Resources, Inc. AIA 09560 - 2 Wood Flooring
Construction- 04 -22-04
HUGHES RESIDENCE 030s
PART I GENEML
I,O I SUMMARY
A. Provide carpeting a nd carpet accessories as specified herein and as needed br a complete and
proper installation.
I.O2 QUALITYASSUMNCE
A. Use adeq uate numbers of skilled workmen who are thoroughly trained and experienced in the
necessary crafu and who are completely familiar with the specified requirements and the methods
needed for proper performance of the work of this Section.
PART 2 PRODUCTS:
2.OI CARPET:Manufacturer: Carousel
Qualby: Capriccio Collection
Pattem: 4-0140 Prism
Color: TBD Typical
Color: TBD, Master Suite
Content: 1007o wool
2.07 PAD OBD)
2.03 OTHER MATERIALS
Glue - as recommended by carpet and pad manufacturers.
Provide other materials not specifically described but reguired for a complete and proper
installation as approved by the Owner/ArchitecVDesigner.
7.U SUPPLIER: Carpet Studio
595 South Broadway
Denver, CO 80209
T-
Contact: Colman Kahn
PART 3 EXECUTION
3.OI SURFACECONDITIONS
A. Ex amine the areas and condkions under which work of this Section will be performed. Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed until
u nsatisfactory conditions are corrected.
Carpeting
Construction- 0 4 -22-0 4
B.
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IShepherd Resources, Inc. AIA 0968r - |
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HUGHES RESIDENCE
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030s
CARPETING OI/ITH PAD)
II
- 3.02 PREPAMTION
- A. Ensure that s ubstrate is level and free from irregularities.
:' 3.03 INSTALLATION
I A. Generat:
- L stretchincarpetoverrubberpad.
-r 7. Fit carpet to built-ins and in closets.
t l. Install the pad in strict accordance with the manufacturer's instructions, lightly butting joints and
providing a smooth underlayment.
.. 4. Scribe the carpet accurately to vertical surfaces.
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the carpet. Do not use fill strips less than 6 inches wide. Lay allcarpet in the
I B. Seams: Locate seams out of the way of traffic to the maximum extent possible. Fabricate seamst usirg a butt joint and property bead and seal. Do not stretch seams.
I 3.04 PROTECION
A. Provide protection f or installed carpet in the form of heavy non-staining paper or plastic as
I required.
I 3,05 SURPLUS MATERIAL
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I A. Pr ovide the Oruner with scrap carpet remaining after the installat'ron in the amount of syo + /- ol
the total amount for each kind of carpet. Store as directed by the Owner/Architect.r
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Shepherd Resources, Inc. AIA 0968t - 2 Carpeting
Construction- 04 -22-04
HUGHES RESIDENCE
09900
0305 I
IPAINTING
PART I GENEML
I.O I SUMMARY
A. Paint and {inis h exposed surfaces using the combination of materials as speci{ied herein and as
needed for a complete and proper installation.
B. Definitions:
l. "Paint," as used herein, means coating systems materials including paint primers, emulsions,
epoxy, enamels, sealers, stains, fillers and other applied materials whether used as a prime,
intermediate or linish coat.
I.O2 QUALITYASSUMNCE
A. Use adeq uate numbers of skilled workers who are thoroughly trained and experienced in the
necessary crafts and who are.completely familiar with the specified requirements and the methods
needed for proper performance of the work of this Section.
B. Paint coordination:' l. Use finish coat materials which are compatible with the prime coats actually used.
2. Provide barrier coats over non-compatible primerc, or remove the primer and reprime as
necessary.
C. Use only "Best" quality paint materials.
D. A pre-meeting with Architect is required to discuss general design parameters, specific concems
based on the Architect's previous experience, and general questions from the subcontractor.
I.O3 ENVIRONMENTALCONDITIONS
A. Do n ot apply solvent-thinned paints when the temperature of surfaces to be painted and the
surrounding air temperatures are below 45 degrees F, unless permitted by the materials
manufacturer.
B. Do not apply paint in snow, rain, fog or mist; or when relative humidity exceeds 85 percent; or to
damo or wet surfaces.
I.O4 MAINTENANCE
A. Upo n completion of the work of this Section, deliver to the Owner an extra stock equaling 5
percent of each color, type, and gloss of paint used. Tightly seal each container and label contents
and location where used.
Painting
Construction- 04-27-04
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Shepherd Resources, Inc. AIA 09900 - |
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HUGHES RESIDENCE
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PAINTING
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2.01 PAINr MATERIALS
Ir 3.0t SURFACE CONDTTTONS
-
A. Examine the areas a nd conditions under which work of thie section will be performed. Corect
conditions detrimental to timely and proper completion of the Work. Do not proceed until
unsatisfactory conditions are corrected.
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I 7.07 COLORSCHEDULES
I A. The Owner /Architect will prepare a color schedule with samples for guidance in painting.
I 2.03 AppltcAloN EeurpMENT-
A. Use o nly equipment app,roved ior appticatbn by the paint sranufacturer of ttre pa"ticular paint
being used.
2.U OTHER MATERIALS
A. Provide other materials not s pecifically described but required for a complete and proper
installation as selected by the Contractor subject to the approval of the Owner/Architect.
PART 3 EXECUTION
A. Painting Sc hedule is to be supplied by the Owner/Architect.
B. Undercoats and thinners:
I . Use undercoat paint produced by the same manufacturer as the finish coat.
2. Use only thinners recommended by the paint manufacturer, and use only to the
recommended limits.
3. Use undercoat, finish coat and thinner as parts of a unified system of paint finish.
C. All paint and primer to be water-based, low toxicity.
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f,I 3.02 |4ATER|ALS PREPARATTONt
) A' Mix and prepare paint materials in accorda nce with the manufacture/s insfuctions.
t 3.03 pREpAnnloN
A. Veri! that substrate co nditions are ready to receive work.
B. Correct minor defects and clean surfaces which afect work of this Section.
Shepherd Resources, Inc. AIA 09900 - 2 Painting
Construction- 04-72-04
HUGHES RESIDENCE
09900
0305 I
IPAINTING
C. Remove or mask electrical plates, hardware, light fixture trim, escutcheons and frttings pnior to
preparing surfaces or finishing.
D. Gypsum board surfaces: Fill minor defects with latex compounds. Spot prime defecb after repair.
E. Galvanized surfaces: Remove surface contamination and oils and wash with solvent. Apply coat of
etching primer.
F. Concrete surfaces scheduled to be painted: Remove {oreign material.
G. Uncoated metal surfaces: remove scale by wire brushing or sandblasting. Prime paint after repairs.
H. Shop primed metal surfacesl Sand and scrape to remove loose primer, rust and other foreign
materials. Prime oaint bare steel surfaces.
l. Interior wood to receive stain and finish: Wipe off grit and dust, seal knots, phch streaks and sappy
sections with stain colored sealer,
J. Interior wood scheduled to receive transparent finish: Wipe off grit and dud, seal knots, pitch
streaks and sappy sections with stain colored sealer.
K. Exterior wood scheduled to receive semi-transparent finish: Wpe off grit and dust, seal knots,
pitch streak and sappy sections with sealer. Fill nail holes with tinted exterior caulking compound
after prime coat has been applied.
L. Use proper tools and technique when removing and replacing screws to assure that no
"bouncing" or "stripping" occurs on the screwE for all finish hardware. lf any "bouncing" or
"stripping' occurs, the screws shall be replaced.
M. Carefully remove and adequately protect any hardware that is removed during the
painting/staining process. Any hardware that is damaged or blemished shall be replaced.
3.04 APPLICATION
A. AppV products in acc ondance whh the manufacture/s instructions'
. B. Sand transparent linishes lightly between coats to achieve the required finish'
C. \y'y'here clear finishes are required, tint fillers to match wood.
D. Back primq interior woodwork to receive paint finish using prime paint'
E. Back prime interior woodwork scheduled to receive sLain or transparent finish.
Painting
Construction- 04 -72-04
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09900
0305
PAINTING
F' Each face, surface and edge of all exterior wood finishes, exposed roof deck soffits, running trim,
door and window trim, wood exterior doors and all miscellaneous exterior wogd trirn to-be fuly
sealed (all sides.and ends) with stain prior to installation with the specified stains according to the
manufacturer s instructions. Un-sealed wood exposed by field cutting, trimming or sandi'ng to be
sealed prior to installdion. Particular care to be uken to assure all exterior wood material:is back-
prirned and cut surfaces are sealed prior to installation. Provide two applications of semi-
transparent stain, one application prior to installation and a second application after installation.
' G' First coat of semi transparent stain on all interior timber elements, and associated wood trim to be
applied to all sides of wood prior to installation, including all ends after cuts are made. Second coatto be applied to exposed sides after installation.
Fl' The third coat on all gypsum drywaltfinishes is to be brushedlrolled (rl9 spraying a11exved).
3.05 PAINTING SCHEDULE
A. Exterior metal, fer rous to match adiacent surface:
| . First coat: primer .2. Second coat: TBD.
3. Third coat TBD.
B. Exterior metal, galvanized:
| . First coat: primer .2. Second coat: TBD.
3. Third coat: TBD.
C. Exteriorwood:
l. First coat:
Z. Second coat:
Inc.TBD.
D.Interior flat wall oaint:
| . On gypsum drywall at light trowel texturea. First Coat Primer.
b. Second coat: Sherwin Wlliams SW 63gd Napervc. Third coat: Shenrrin Wlliams SW 53gd Napery '
lnterior woodwork, stain and finish: provide sampre on e) a"*0" wood trim sampreL Wood doors and running trim.
First coat: Controller .
Second coat: Stain - to match sample at Sheoherd Resources.
Third Coat Sanding sealer.
Fourth Coat Watertase clear flat sealer.
F' Exterior timber elements, exposed roof decking, fascia and associated wood trim. provide sample.a. First Coat:
a,
b.
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Shepherd Resources, lnc. RIA 09900 - 4 Painting
Construction- 04-22-04
HUGHES RESIDENCE
09900 PAINTING
0305
Resources, Inc..
b' second Coat: Semi-transBarent stain: olympic 7 13, matching sample at shepherd
Resources. lnc..c. Third Coat: Waterbase clear flat sealer.
G. Interior timber elements: Provide sample on (2) 8"x30" wood timber sample
| . First Coat: Stain - to match color of wood floor.2. Second Coat: Stain - to match color of wood floor.3, Third Coat: Clear Flat Waterbase Sealer.
END OF SECTION
Shepherd Resources, Inc. AIA 09900 - s Painting
Construction- U-22-U
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HUGHES RESIDENCE
r0305 FIREPLACES
030s
PART I GENEML
I.O I SUMMARY
A' Provide Design Euild true masonry fireplace and pre-manufacfured {ireplace inserts as shown on
the Drawings, as specified herein and as needed ior a complete and proper installation.
I.O2 QUALITYASSURANCE
A' Use adeq uate numbers of skilled workmen who are thoroughly tmined and experienced in the
necessary crafts and who are completely familiar with the specified requirements and the methsds
needed for proper performance of the work of this Section.
PART2 PRODUCTS
2.0r LtvtNG RooM PRF-MANUFACTURED F|REPLACE (cAS LOG SET)
,4. Marrufactured Fireplace 4t Livingr lsokern fireplaces and Chimney Systems, 46,. Frefabricated
firephce insert with permanently installed gas log set.
| . Fireplace, chimney and termination.
2. Fire brick: standard cream coror. sprits instailed in herring bone pattern.3' Combustion air: Design8uild Contractor to provide adequate combustion air for proper
fireplace ventilation. Re: Manufacturer's Instructions for iequirements, Size of fireplace
opening is 9 sq. ft. +
Gas log set: Hargrove, Triple bumer, gas {ire logs with three separate burners or
recommended unit to provide realistic flame patterns. owner will select from standard log
-ts: s,uppll burner and log set of size proportional to fireplace. switch and gas shut-ofi to be
located as directed by Owner/Architect.
Wdl switch as directed by Owner/Archhect.
Stone Veneer: Limestone tile and trim, TBD
Hearth: Limestore R€: 04450
Electronic Damper system: manufacture TBD
Metal Flue pipe, size TBD
PART 3 E<ECUTION
3.OI SURFACECONDITIONS
A' Examine the areas and conditions under which work of this Section will be performed. Correctcondhions detrimental to timely and proper completion of the Work. Do not proceed until
4.
5.
6.
8.
Shepherd Resources, lnc. AIA r030s- |Fireplaces
Construction- 04-72-04
IlUGHES RESIDENCE
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FIREPLACES
unsatisfactory conditions are corrected.
3.02 INSTALLATION
A. Indl fireplaces in accordance with the manufacturer's instructions,
B. Securely fasten frames to structure.
C. Align assembly plumb and level, free of warp or twist.
D. Verify location of fireplace ignition switches and location of fireplace gas value control with
Architect at time of rough in.
E. Fire Brick within fire box to be laid in a herringbone pattern.
E. Cleaning: Clean Surfaces after installation, Avoid damage to coatings and finishes. Remove non-
permanent labels from glass surfaces.
F. Protection: Protect fireplaces from damage or deterioration until time of substantial completion
ard Punch List,
END OF SECTION
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Construction- 04-22-04 I
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0305
BATH ACCESSORY SCHEDULE
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I.OI BATH ACCESSORIES
A. PowderRoom 106:
l- Mica Gueniver #2575_G lTowel Ring
l- lvlica Gueniver #2595-GtToilet paper Dispenser
Finish: Aged Brass (needsto be plated)
B. MasterBathroom l13:
2-(A)Ahmans ORB 9.OC 30" Towel Bar
l-(A) ORB 9. I TowelRing
4-(A) ORB 9.0 Robe Hooks
Finish: Aged Brass
C. MasterWaterCloset I l4:
l- (A) ORB 9.2 Toilet paper Dispenser
Finish: Aged Brass
D. Guest Bathroom 104:
l- Lefroy Brook LB 4954 Double Towel Rail
]- Lefroy Brook LB 493 lTowel Ring
2- Lefroy Brook LB 4942 Robe Hodks
l- Lefroy Brook LB 4932 Toilet paper Dispenser
F'nish.Aged Brass needs to be plated)
E. Guest Suite Bathroom 004:
l- Lefroy Brook LB 4954 Double Towel Rail
]- Lefroy Brooks LB 493 lTowet Ring
2- Lefroy Brook LB 4942 Robe Hooks
_l- Lefroy Brook LB 4932 Toilet paper Dispenser
Finish: Aged Brass needs to be plated)
F. Guest Suite Bathroom 006:
l- Le{roy Brook Lg 4954 Double Towel Rail
] - Lefroy Brooks LB 493 lTowel Rirg
2- Lefroy Brooks LB 4942 Robe Hook
l- Lefroy Brook LB 4932 Toilet paper Dispenser
Finish: Aged Brass needsto be plated)
G. Guest Suite Bathroom 0l l:
l- Lefroy Brooks LB 4954 Double Towel Rail
]- Lefroy Brook LB 493lTowel Ring
2- Lefroy Brooks LB 4942 Robe HoJk
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l- Lefroy Brook LB 4932 Toilet paper Dispenser
Finish: Aged Brass needsto be plated)
Shephend Resources, Inc. AIA r0820-A- |Bath Accessory Schedule
Construction- 04)2-04
HUGHES RESIDENCE
t0820-4 BATH ACCESSORY SCHEDULE
030s
MEDICINE CABINETS
Bath @4: Robem MTI6D4FBRE
Bath 005: Robem MTI6D4FBLE
Bath 0l | : Robem MP I 6D4FBLE
Bath ll3: Robem MPI5D4FBRE
I,O2 SUPPLIER
l. Euro Bath 475 South Broadway, Denver, CO 80209
T- 303-298-84s3 F- 303-298-0908
Contact: Leslie Ann Harvey
or approv,ed ahernative
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Shepherd Resources, Inc. AIA r0820-A - 2 Bath Accessory Schedule
Construction- 04'27-04
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HUGHES RESIDENCE 0305
I ro83o
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ELECTRIC SHADES
I PART I GENERAL
I I.O I SUI"IMARY
r A' ProviJe window and door shades as shown on the Drawings, as specified herein and as needed
for a complete and proper installation.
,_ t.02 QUALTryASSUMNCEIr A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the
I necessary crafu and who are completely familiar with the specified requirements and the methods
I reeded for prcper performarce of the wort of this Sectbn.
I PARr 2 pRoDUCrs
I 2.or sHADEs
A. Manr.rfacturers: TBD
I B. Producr: Roiling Fabric- Deproyment system forVerticar Shades-TBD.
t C. Models: TBD.
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7.07 ELECTRTC SHADE SCHEDUTE
A. Locations:
I ] South windows 'P' at living room, (3) shades required to cover sloped top windows
fl 2. Southwindow,0,atlivingroom,(l)shade
3. South doors 'N'at living room, (2) shadesI
I 2.03 OTHER |4ATER|ALS
I A' Provide other materials not specifically described but required for a complete and proper
installation as selected by the Contractor subject to the approval ofthe orarner.I
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10830- |
t ; .^-I )hepherd Resources, Inc. AIAI Electric Shades
Construction- 04-22-04
HUGHES RESIDENCE
t0830
030s
ELECTRIC SHADES
PART 3 EXECUTION
3.OI SURFACECONDITIONS
A. Examine the areas and conditions under which work of this Section will b performed. Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed until
unsatisfacto ry conditions are corrected.
3.02 INSTALLATION
A, lnstall the work of this section in strict accordance with the manufacturer's instructions.
3.03 SUPPLIERS
A. Krohn Coverings
B. Contach Dan Krohn
C. Phone: l-800-548-2373
D. Fax:l-888-329-9524
END OF SECTION
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Shepherd Resources, Inc. AIA t0830 - 2 Electric Shades
Co nstruction - 0 4 -77-04 t
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I HUGHES RESIDENCE
I
0305
r I r30 AUDto-VtsuAL EQU|PMENT (DES|GNAUILD)
t PART I GTNEML
r l.0l SUMMARY
r A. The Owner is respo nsible to line up an audio-visual system supplier and installer. Contractor or
I audio-visual system supplier and installer if selected prior to drywall installation to provide
I audio-visual pre-wire equipment as needed for a complete and proper installation.
I B. The owner is responsible to line up a telephone system supplier and installer. Contractor or
I telephone system supplier and installer if selected prior to drywall installation to provide telephone
pre-wire equipment as needed for a complete and proper installation.
I C. Cornputer and TV locations. Eaefr W and possible computer location to have RG6 and Cat5 or'- approved ahemate.
I I.O2 QUALITYASSUMNCE
I A. Use adeg uate numbers of skilled workmen who are thoroughly trained and experienced in ther necessaty crafts and who are completely familiar with the specified requirements and the methods
needed for proper periermance of the work of this Section.
a
PART 2 PRODUCTS
I 2.0 | A5 SELECTED BY THE OWNER
I A. The Owner will arrdnge to supply and install the equipment.
I B. All wire and installation to be provided by the Contractor. Layout to be design/build with Vail
I Electronics, Inc. Vail Electronics, lnc. to proVde layor_rt for approval.
I l. Provide Audio Vsual prewire.
a. Upper Level: Provide pre-wire for Living: (5) speaker surround sound system,
I Dining: (2) speaker, and Kitchen: (2) speaker. System TBD. Locations TBD.r b y5*:"lri:il,1'3'"r:5:ilaster Bedroom: (5) speaker surround sound
c. Exterior Speakers: Locations TBD.
t 2' BasicPhonesystem: Onegeneral lineforthehome. Thestudytohaveonelineforthe
computer, one for the fax and one line that would act as an office telephone separate
t from the home's general number, one extra line, firre lines total. TBD.
Audio-Visual Equipment
(design build)
Construction- 04 -27-04
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Shepherd Resources, Inc. AIA il r30- |
HUGHES RESIDENCE 030s
3. Security Alarm system and smoke detector/alarm: System to be designed and layouts
, review and approved with Owner/Architect. System to include a remote unlocking system
for Entry Door. Smoke detectors are to be located within each bedroom and at alcoves/halls
outside bedroom and as required by codes. All smoke detectors are to be hardwired
together. Provide CO detectors and Low temp detectors where need and required by code'
2.07 OTHER MATERIALS
A. Pr ovide other materials not specifically described but required for a complete and proper
installation as selected by the Contractor subject to the approval of the Architect.
PART 3 EXECUTION
3.OI SURFACECONDITIONS
A Examine the areas a nd conditions under which work of this Section will be performed. Correct
conditions detrimental to timely and proper completion of the Work. Do not proceed until
unsatisfactory conditions are corrected,
3.02 INSTALLATION
A. Installthe products of this Section in strict accordance with the Ownen/Architect's direction and
the manufucturerJs instructions.
B. Anchor all components firmly into position.
C. PLrt each operating component through at least five complete operating cycles, and adjust as
needed to achieve optimum operating status.
END OF SECTION
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AUDIO-VISUAL EQUIPI'4ENT
Sheoherd Resources, lnc. AIA | | r30 - 2 Audio-Visual Equipment
(design build)
Co nstruction- 0 4 -72 -04
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HUGHES RESIDENCE 0305
| ,4so-A APPLIANCE SCHEDULE
I r.or A'',ANCES
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A' KITCHEN 203:
Woff DF485 G 48' wl 6eas bumers and a Griddre.
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Or,en is duel fuel, tFrermal and convection with gas and a infi^ared
Broiler.
Finish: Stainless Steel
Range Backguard: Wotf #48 island trim
Finish: Stainless Steel
Hood: TBD with remote mounted fan
Refrigerator/Freezer: Sub Zero 632-0 4g wide side by side, no ice
maker.
Finish: Stainless Steel trim, requires wood panel to match
cabinetry and cabinet door hardware
Microwave: Sharp R430
2-Disposals: Insinkerator #777 SS w/ air Ewitch
2-Dishwashers: tuko # D3250 F I
2- Heat Lamos: TBD
B. WetMR:
lce Maker: Scotsman DCE 33 A - | BB w/ KHAND w/ a wood panel
C. WINE: Cooler EuroCave Compact 100 w/glass door
D. LAUNDRY IO7:
Washer: Asko # W602 | Front Load
Color: White
Dryer: Asko # T70 | Front Load
Color: \ y'hite
E. Ski Room 002:
Washer: Frigidarire # GLTF 1670 Front Load
Color: \Mite
Dryer: Frigidarire # GLEQ 332 Front Load Electric
Ski Boot Dryer: (2) 4 Boot Drying systems veriry model, model to
Match owner supplied units with
Grill: Viking 42" VGBQ4l0-3RT-w/ vinyl cover and rotisserie
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F. North Deck:
Shepherd Resources, Inc. AIA | 1450-A- |Appliance Schedule
Construction- 04-ZZ-04
HUGHES RESIDENCE
I t450-4 APPLIANCE SCHEDULE
0305
I.O2 SUPPLIER
A. Discount Cabinets & Appf,ances, lrrc,
4OB 14 US HWY 5
P.O. Box 8749
Avon, CO 81602
T- 970-748-6442
F-970-748-6M9
Contact: Bob Boaynski
B. Ski Boot Drying Systems, Alpine Tools
85 River Road
Bow, NH 03304-
T- 603-779-t7t7
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Shepherd Resources, Inc. AIA I t450-A - 2 Appliance khedule
Construction- A+72-04
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HUGHES RESIDENCE 030s
DMSION 15- MECHANICAL
t5.0t GENERAL PLUMB|NG STSTEM (DES|GNEU|LD)
A. General System Notes;
| . Copper water pipe, isolated from building frame to reduce noise.
2. Inzutation ondomesdc hot and cold water supply, and heat supply ( 12" closed cell f,carn).
3. Provide Hot water circulatbn to all fixtures with timer.
4. Waten heaters or Boiler-fed heat exchanger with storage tank(s) provide in sizes required to
Provide adequate hot water. Size and volume of water heaters or storaqe tanks for domestic
hot water b to be reviewed and Aporoved by Archhect/Ovner.
5' All waste piping to be cast iron, ABS plastic vent piping with copper pipe roof terminations,
and ABS waste piping at below slab locations.
5. Floordrainsinmechanical crawl space000,andlaundry l07,Ski room002,andStorage0l3.
Confnm floor drain that will reguhe trap primers and revjew with ArchitectlOwner.
7. Six frost-proof exterior hose bibs.8' Plumbing contractorto provide stub for Fire Protection at water entry. Coordinate with fire
protection insialler.
9. Provide icemaker box at refriSeratorrfreezer, ice maker at Dining, and \Mne cooler in Storage
013. locations.
10. Prcr,yide washing machine box at washing machine locations.
| | . Gas supply fumished to boiler, water heater as required, range, fireplace, clothes dryers, and
at terrac$ ficr gas gn[e. Ga at 3 exterior lights.
12. Provide drip pans at humidification equipment if not buih into uni6.
B. Plumbing Notes:
l. Assure tidy, clean and professional quality caulking at all frxtures.
2. All lines to be run stnight, square, plumb.
3. Plumbing contractor shall confirm all supply rough-in locations and heights for lavatories,
pedestal laratories and toileb prior to rough-in. Toilet supplies to be located above base
detail and placed on side of toilet opposite the prevailing entry into water closet arca to
reduce visibility. Supply rough-ins shall not interfere with interior trim, woodwo* or tile.
Coordinate rough-ins with manufactures specifications4. Confirm vent penetration locations through roof prior to installation.5' Operate valves, equipment; run lines clean, change all fihers and screens prior to final clean,6' Generd contractor sltallfumish and install access panels as required for plunibing equipment
requiring access and/or service. Access panels to be flush metal panels in metal jambs, painted
to match adjacent wall or ceiling finish.
7 ' Plumbing contractor shall fumbh and insbll l" Ball valve and irrigation supply stub. Coordinate
with the landscape contractor regarding size and location ofsub out and backflow preventor.
C. Peer Review - Design drawings and calculations to be submitted to Architect for a complete peer
review by an engineer.
15.02 HEAflNG, VENTILATTNG & HUMD|FfCATION S/STEI"I{DEStG.t BUttD)
A Heating System: High Efficient Gas fired multi-zone in-floor hydronic radiant heat system
throughout the residence. Radiant feat pipe to be located in the concrete slabs, lightweight
concrete thickset grout bed or Warmboard s/stem. Supplemental heat to be supplied as required
Division 15 - Mechanical
Construction- 04-22-04
Shepherd Resources, Inc. AIA t5 - r
HUGHES RESIDENCE 0305
DIVISION I5 - MECHANICAL
U.
by the design calculations. No radiant heat is to be provided at mechanical room, in storage 0 | 3
or under beds in bedroom 104 or master bedroom | 10. Radiet heat is to be provided at all
shower benches. Zones to be reviewed and approved by Owner/Architect. Manifold locations
to be coordinated w/Architect in field. Thermostats to be within individual zones, locations to be
determined.
Snowmeh: Gas fired system to heat parking, lower north terrace, entry walk, entry tenace,
Master Suite Terrace, north deck and south deck. Piping to be located in road base, sand bed, or
thickset grout bed. Automatic system operation via snow sensor or other approved means.
Provide snow melt system that allows the system to idle. Final operation requirements are TBD.
Humidification: To be provided throughor,rt home with the exception of Mechanical crawl space,
and storage 013.
Air Conditioning: System to be determined. Unit should air condition the upper level, master
suite, and southem facing bedroom | 04. Location of equipment to be reviewed whh
Owner/Architect.
General System Notes:
| . lnclude venting to all bathrooms, water closets, laundry room, clothes dryen exhaust, kitchen
range/oven exhaust, water heater, boiler and other necessary flue vents.
2. Copper flashings at all mechanical flue and penetration locations on the roof and walls.
Copper flashing to be provided for all bath and dryer terminations. Penetration flashings for
boiler vent and combustions air is to be coordinated with Architect upon final boiler selection
and location.
Mechanical Notes:
| . Mechanical Room to be located in basement space beneath Pantry, Kitchen and Dining Room.
2. Design s/stem, gen€rate and fumish heat loss cakulations.
3. Fumish necessary temporary thermostats to control project prior to trim.
4. Provide heating zone diagram and thermostat locations for approval prior to installation.
Provide heat zone diagram, as built, for tumover to the Orarner.
5. Replace all filters immediately following final clean.
6. Fumish and install access panels as required for zone wlves, motorized dampers and other
mechanical equipment requiring access and/or service. Access panels to be flush metal panels
in metal jambs, painted to match adjacent wall or ceiling finish. Locate in non-visible places
and install to preclude interference with woodwork. Coordinate locations with Architect.
7. Mechanical room does need to be separated from remainder of residence by I HR rated
construction .
Peer Review - Design drawings and calculations to be submitted to Architect for a complete peer
review by an engineer.
END OF SECTION
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IShepherd Resources, Inc. AIA 15 - 2 Division l5 - Mechanical
Construction- 04-77-04
HUGHES RESIDENCE O
t5-A
0305
PLUMBING FITTING SCHEDULE
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I.OI PLUMBING FITTINGS
A. Kitchen 203:
Main Srnk Faucet: Grohe Lady Lux with putl-ottt spray
Finish: Stainless Steel
Prep Sink Faucet Grohe Lady Lrx w'tth Pull-out qpray
Finishr Stainless
B. Wet Bar:
Faucet: Dorenbrach Tara #33.800.889.05
Finish: Matt Platium
C. PowderRoom 106:
Faucet: Mica Guenivere wall mount lav with G I lever handle
Finish: Aged Brass (needs to be plated)
(*note: pea trap* plated to match faucet)
D. Master Bathroom I 13:
2-FauceG: Altmans Gothic wide spread set with Beverly levers
Finish: Aged Brass
Tub Sel Altmans Gothic with Beverly levers and Osborn deck set
hand shower w'rth diverter
Finish: Aged Brass
E. l'4aster Shower:
Faucet and Head: Attnans Gothic with Bever} levers, 'L1" Fessure
balance valve and pressure balance valve set, 2 way diverter and a
hand shower on a bar
Finish: Aged Brass
F. Guest Bathroom 004:
Faucetl Lefroy Brooks ML 1228 wide spread, 3 hole
F'n'rsh' fued Brass (needs to be plated)
Tub/ Shower: Altmans OS33T T/S rough valves, w'rth S5PSTHX-H I 8X,
with, 8.7-X- H l8 Diverter ralve' 6.2H Shower Flead and 5.2BL hand
shower on a bar, whh R3\A5 wall tub spout
Finish: Aged Brass
G. Guest Bathroom 004:
Faucet: Lefroy Broola ML 1228 wide spread, 3 hole
Finish: Aged Brass (needs to be plated)
Tub,/ Shower: Altmans OS33T T/5 rough valves, with SSPSTHX-H | 8X'
with, 8.7-X- H l8 Diverter valve, 5.2H Shower Head and 6'2BL hand
shower on a bar, with R3W5 wall tub spout
Fin'rsh: Aged Brass
H. Guest Bathroom 006:
Faucet: Lefroy Brooks ML 1228 wide spread, 3 hole
Finish: Aged Brass (needs to be plated)
Tub/ Shorruer: Altrnans OS33T T/5 rough vafues, with SSPSTHX-H I 8X'
wkh, 8.7-X- H l8 Divertervatve, 6.2H Sho,ver Head and 6'2BL hand
shower on a bar, with R3WS wall tub spout
Finish: Aged Bnss
Shepherd Resources, Inc. AIA t5-A - |Plumbing Fitting Schedule
Construction- 04-22-04
HUGHES RESIDENCE
t5-A PLUMBING FITTING SCHEDULE
0305
L Guest Bathroom 0l I
Faucet: Lefroy Brook ML 1228 wide spread, 3 hole
Finish: Aged Brass (needs to be plated)
Tub/ Shower: lnltmans O533T TA rough valves, with SSPSTHX-H l8X'
with, 8'7-X- H I I Diverter valve' 5.2H Shower Head and 6'2BL hand
shower on a bar, with Rj\AA walltub spottt
Finish: Aged Brass
I.O2 SUPPLIER
l. Euro Bath 475 South Broadway' Denver, CO 80209
T- 303-298-84s3 F- 303-298-0908
Contact: Leslie Ann HarveY
or approved ahernates
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Shepherd Resources, lnc. AIA r5-A - 2 Plumbing Fitting Schedule
Construction- 04-22-04
HUGHES RESIDENCE
r5-B PLUMBING FIXTURE SCHEDULE
0305I
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I.OI PLUMBING FXTURES
A. Kitchen 203:
Sink Franke PSX | | 0.30- | 2 under rnount.with bottdm grid
Finish: Stainless Steel
Franke garbage disposer {lange
Finish: Satin Nickel
Prep Sink Franke PSX I l0- 16 under mount with bottom grid
Finishr Stainless Steel
Franke garbage disposer flange
Finish: Satin Nickel
B. \Atut8ar:
Sink CopperBowl Rogue undermount
Finish: Antique Brass
Strainer: Copper BowlJr. basket
Finish: Antique Brass
C. PowderRoom 106:
Sink Robert Jones Stringer Collection Large Vessel
Finish: Dark Amber whh Dark Amber Lip
Toilet: Porcher Cda elongated bowl with wood sed cslor: Biscuit
Flush button and Hinges: Aged Brass (need to be plated)
D. Master Bathroom I l3:
2-Sinks: Bates Doreen under counter color: Biscuit
Tub: Uhra Ellipse Thermo-Massueur under mounted
color: Biscuit
(*note: motor location accessibility or remote access)
F. Master Water Closet | | 4:
Toilet Porcher Cda elongated bowl with wood seat color: Biscuit
Flush button and Hinges: Aged Brass (need to be Plated)
G. GuestBathroom 105:
Sink: Bates Doreen under counter color: Biscuit
Toilet: Porcher Cda etongded bowl wrth wooden seat color: Biscuit
Flush button and Hinges:Aged Brass (need to be plated
Tub: Uhn Meridian 50 Thermo-Masseur under mount
Color: Biscuit
(*note: motor location accessibility or remote access)
H. Guest Bathroom 004:
Sink: Bates Doreen under counter color: Biscuh
Toilet: Porcher Cala elongated bowl with wood seat color: Biscuit
Flush button and Hinges: Aged Brass (need to be plated)
Tubl Uhra Primo Solo thermo-Masseur uMer mount
color: Biscuit
(*note: motor location accessibility or remote acces)
Shepherd Resources, Inc. AIA r5-B- |Plumbing Firture Schedule
Construction- A4 -72-04
HUGHES RESIDENCE
r5-B PLUMBING FIXTURE SCHEDULE
0305
Guest Bathroom 005:
Sink: Bates Doreen under counter color: Biscuit
Toilet: Porcher Cda elongated bowl with wood seat color: Biscuit
Flush button and Hinges: Aged Brass (need to be plated)
Tub: Hydra Systems Oraion 6 jets whirlpool under mount
col,rr: Biscuit
(*note: motor location accessibility or remote access)
Guest Bathroom 0l l :
Sinks: Bates Doreen under counter color: Biscuit
Toilet Porcher Cda elongated bowl with wood seat color: Biscuit
Flush button and Hinges: Aged Brass (need to be plated)
Tub: Uhra Primo Solo thermo-Masseur under mount
color: Biscuit
(*note: motor location accessibility or rernote access)
I.O2 SUPPLIER
l. Euro Bath 475 South Broadwav, Denver, CO 80209
T- 303-298-8453 F- 303-298-0908
Contact: Leslie Ann HarveY
or aPProved ahemative
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Shepherd Resources, Inc. AIA r5-B - 2 Plumbing Fixture Schedule
Construction- 04-27-44
I HUGHES RESIDENCE
I
030s
DIVISION I5 - ELESIRICAL
I I6.0I ELFCTRICAL S/STEM (DESIGNEUILD)I
A. General System Notes:
I l. Provide adeguate electrical service, capacityto be confirmed by contractor.
I 2. Copper service and wiring throughout, aluminum cabling and wire will not be permitted. Outlets,
switching and fxures to be located as indicated on the drawings and as req.rired by the lRC.
I 3. Intrusion security and {ire protection system, telephone preWre, and audiolrisual prewire are TBD.
t 4. Provide stereo speaker home runs from central locations to a minimum of l6 speaker locations.
Locations are TBD.
I B. Electrical Notes:
| . The drawings indicate the minimum required electrical components. Electrical contractor shall
I include all boxes, receptacles, switches, wiring, components and interfaces required by code or as
I necessarf to provide adequate poryer to all equipment, {ixtures, appliances and other such
components.
T1 2. Electrical contractor shall conlirm locations of all equipment and fixtures fumished by others and
I requiring power prior to rough in.
3. Switches and receptacles to be Lutron- Maestro, and Diva with Claro wallplates
I 4. All interior lighting to be controlled by a minimum of one dimming switch.
t 5. Exhaust fans io be sw'rtched separately, with a standard s*kh, no timers are desired.
6. Provide pcnver to all electric/motorized shades at Living Roorn. '
1. 7 . Provide power to motorize window operatorc at living/ desk area, stair A, and at dining.
I 8. Electrical contractor shall confirm locations of all required power for heat tape.' 9. Electrical contractor shall confirm locations of all roof rim heating roof ice meh system located at
eaves. System to be Bylin Engineered Systems,
r Locarsares ."'
i$:1'?',ffTrlililrlil o ,0,
Aurora, Co 800 l4
I Phone: l-303-368-8100
I5.02 ALLOWANCES
f A. Provide an allowance for electrical associated with air conditioning of upper level, master suite and
bedroom 104.
END OF SECTION
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Shepherd Resources, Inc. AIA t6- |Electrical
Construction- 04-22-04