HomeMy WebLinkAboutB05-0021 E05-0052TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE
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DEPARTMENT OF COMMUNITY DEVEL�ENT �
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THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMIT
Job Address.: 2875 MANNS RANCH RD VAIL
Location......: 2875 MANNS RANCH ROAD
Parcel No....: 210103402001
Project No...: --�'� j U �( - 0 3:� �(
OWNER
CONTRACTOR
APPLICANT
BOOTH CREEK TOWNHOMES ASSOCI03/04/2005
2875 MANNS RANCH ROAD
VAIL
CO 81657
License:
CRESTONE BUILDING COMPANY 03/04/2005
P.O. Box 3389
VAIL CO
81658
License: 420-B
CRESTONE BUILDING COMPANY 03/04/2005
P.O. Box 3389
VAIL CO
81658
License: 420-B
Permit #: BOS-0021
Status......
Applied...:
Issued ....
Expires...:
Phone:
ISSUED
03/04/2005
04/12/2005
10/09/2005
Phone: 970-479-0519
Phone: 970-479-0519
Desciption:
EXTERIOR RENOVATION-SIDING, STUCCO, CHIMNEY CAPS AND DECKS
Occupancy:
Type Construction:
Type Occupancy:
R1 Multi-Family
SB
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Valuation: $842,000.00
Add Sq Ft: 0
Fireplace Information: Restricted: Y k of Gas Appliances: 0 �i of Gas Logs: 0 �i of Wood Pellet: 0
sr******x******�xsr*xs****sss***s*s*�:*�a*************�:****s**ss*x*tss FEE SUMMARY
***a**s:e*****r*s�*�******ss****�************a*s*********sa**
Building------> $4 , 858 . 25 Restuarant Plan Review--> $0 . 00 Total Calculated Fees--> $8 , 019 . il
Plan Check---> $ 3, i 5 �. 8 6 DRB Fee---------------------> $ o. o o Addiaonal Fees---------- > $ 0. 0 0
Invesdgadon-> $ o. o o Recrearion Fee--------------> $ o. o o Toral Permit Fee--------- > $ 8, 019 . i i
Will Call-----> $3 . 00 Clean-up Deposit----------> $0.00 Payments-------------------> $8, 019. il
TOTAL FEES-------------> $8, 019.11 BALANCE DUE---------> $0.00
•******s**r**mrr*s*s*ms**rs*x*s*ss********s***s*ss*:�:�*********ss*s*sssss***ssss*s**r***a�**r*�**m*s**ss*********s*s****s*********s*s*****ss*sa��
Approvals:
Item: 05100 BUILDING DEPARTMENT
04/04/2005 JRM Action: AP WINDOWS ARE
REQUIRED TO MEET EMERGENCY EGRESS REQUIREMENTS AS WELL AS
NATURAL LIGHTING.
STRUCTURAL LETTER STAMPED TO BE SUBMITTED TO BLDG DEPT
STAFF ON SHED ROOF DESIGN
Item: 05400 PLANN�NG DEPARTMENT
03/28/2005 ee Action: AP
Item: 05600 FIRE DEPARTMENT
Item: 05500 PUBLIC WORKS
03/18/2005 ls Action: AP Staging and
parking plan has been approved by PW. �
Contractor has stated that all work is to units only.
No ROW work.
Parking plan has been submitted and approved with the
Vail PD, Steve Wright.
���***:*.*�****:*:�*:*���********:**�****:************:******:�*:*:::x**�*.***�:x.**�*:.�****�*�:*********.**�**:**.****:*****�:*:�.*****:�**«***
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby aclrnowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479�149 OR AT OUR OFF� FROM 8:00 AM - 4
PM. (� � � 1 /1%1 /
SIGNATURE 4P' OVPNER OR CON'T�TOR FOR HIMSELF AND OWNEF
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PAGE 2
�****************�******************�*******************************�****�x*****�*�*******�**�*******�:***
CONDITIONS OF APPROVAL
Permit #: BOS-0021 as of 04-12-2005 Status: ISSUED
*************************************************************�x***********************�******************
Permit Type: ADD/ALT MF BUILD PERMIT
Applicant: CRESTONE BUILDING COMPANY
970-479-0519
Job Address: 2875 MANNS RANCH RD VAIL
Location: 2875 MANNS RANCH ROAD
Parcel No: 210103402001
Description:
EXTERIOR RENOVATION-SIDING, STUCCO, CHIMNEY CAPS AND DECKS
Conditions:
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS,CEILINGS,AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 16
(BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND
EVERY STORY AS PER SEC.310.9.1 OF THE 1997 UBC.
Cond: 1 �
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Applied:
To Expire:
03/04/2005
Issued: 04/12/2005
10/09/2005
. �
*******s***************************s********s************************�**********************
TOWN OF VAIL, COLORADO Statement
****************s***************************************************************************
Statement Number: R050000368 Amount: $8,019.11 04/12/200510:14 AM
Payment Method: Check Init: DDG
Notation: Booth Creek
Townhouse Assoc. 1063
-----------------------------------------------------------------------------
Permit No: B05-0021 Type: ADD/ALT MF BUILD PERMIT
Parcel No: 210103402001
Site Address: 2875 MANNS RANCH RD VAIL
Location: 2875 MANNS RANCH ROAD
Total Fees: $8,019.11
This Payment: $8,019.11 Total ALL Pmts: $8,019.11
Balance: $0.00
********************************************************************************************
ACCOUNT ITEM LIST:
Account Code
--------------------
BP 00100003111100
PF 00100003112300
WC 00100003112800
Description
------------------------------
BUILDING PERMIT FEES
PLAN CHECK FEES
WILL CALL INSPECTION FEE
Current Pmts
4,858.25
3,157.86
3.00
-----------------------------------------------------------------------------
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APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI
Project #: �Q . Q � Z
Building Permit # _�,Q.�� �
'�TQ.�47�.2�49 {!�� ,
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T�OWNnFYAIL �� LI TION
ra ' ar quired f ele I, m , me nica e.�
75 S. Frontage Rd. �„� �
Vail, Colorado 81657
CONTRACTOR INFORMATION T�'�-�(���y,���.
General Contractor: Town of Vail Reg. No.: Contact and Phone #'s:
Cr�s���e Bu�ia�,,�� Co�� d� `i 2� � S��ti � `4'�q- ►'zr,
I�o F. r�yh 3i � o �yZ
' Email address: �
re�
COMPLE E VA UATIONS FOR BUILDING PERMIT Labor & Materials
BUILDING: $ � �}�L 0�t�, ELECTRICAL: $ OTHER: $
PLUMBING: $ MECHANICAL: $ TOTAL: $�� Z ��Q G�
For Parcel # Contact Eagle Counry Assessors Office at 970 328 8640 or visit
�_.N:� 2to i� 3�O�ooz- 2 10�o3�ozo35
Job Name: �� ��. ���,� � k TOw h I Job Address: �� j 5 Mqh►v p�qtiC� �',d
�,�r,QJ Vu�� Co �i�5�
6egat.�escription �ot: Block: Filin9� Subdiv+sion:
Owners Name: � �� �S��G�� n Address: �
P ° 1�15 Mqhh, �q�t� �'oad ��„ � Phone:
ArchitecUDesigner: Tt p pr`�, fiQ��� Address: FQ ��x `4� 2. U;�. ► Phone:
Enqineer: eaa�,...... �
II ------- � rnone:
ption of work:
Cx��r'�� r��o�ar►o,- J�d�n�� j'�.u(Cu� Ch;n�,n�y (q�J� C�FC�s.
Work Class: New ( ) Addition ( ) Remodel ( ✓) Repair ( ) Demo ( ) Other ( )
Work Type: Interior () Exterior () Both (� Does an EHU exist at this location: Yes () No ()
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family (•,/) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: 3� -Na:--of-Aecc�rrrrr�odation�t�inits�in-tl�i�-b�rifdi�g:
Nv/T
es
Gas Appliances ( ) Gas
�Gas Appliances ( ) Gas
) No ( )
� Wood/Pellet ( ) Wood Burninq ( )
) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED
a Fire Sprinkler System Exist: Yes () No (�/)
**************************************FOR OFFICE USE ONLY**************************************
DRB Fees Type af Construction: . Acce ted BY ,
Public Wa Permi F, p� u anc .Grou�_ . Planner Sign-off �°� -_ �
R
, a e ecerved.
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Questions? Call the Building Team at 479-2128
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Department of Community Development
Project Name• 15����` CYee �- �'O���p��.Qs
Project Address• �.��� Md""� �d'�cl� r�oq�
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✓ This Check/ist inust be comv/eted before a Bui/din4 Permit avv/ication is
accevted.
� All pages of application is complete
❑ Has DRB approval obtained (if required) Provide a eepy-a�-apl'�'��7����
� � •• -i,�t�on-tet�e��e�pprorraNattached if project is a Multi-Family complex
❑ P+a+�-�.�sk�Fee required at submittal for projects valued over $25000.00 (See attached Construction
Fee Schedule for calculations)
� Complete site plan submitted
� Public Way Permit application included if applicable (refer to Public Works checklist)
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,❑
❑
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Staging plan included (refer to Public Works checklist) No dumpster parkina or material stora4e
allowed on roadwavs and shoulders without written ap rp_ova�
A�iest�est�arad��es�its submitted if demolition is occurring
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(4 sets of plans for SFR and Duplex, 5 sets
of plans for Multi-Family and Commercial Buildings)
W i�douu -a►ad��o��ed u I e
F�tll-strt;tcttxal-plans, including design criteria (i.e.loads)
�p and signature on structural plans (All Commercial and Multi Family)
❑�s-R�por�-must be submitted prior to footing inspection
❑ F��e-resis�i�vas��mblies,.specified anc�lipe�etra�ions indicated
❑ Smoke-deteet�rs°shown'on plans
❑ Types and quantit� of €'irepfaees�shown
:� I have read and understand the a
. _
' Applicant's Signature:
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uirements:
Date of submittal' 3 � � � � �
Received By:
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07/28/2004
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BUILDING PERMIT ISSUANCE TIME FRAME
•
If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Department review, and a
review by the Building Department, the estimated time for a total review will take as long
as three (3) weeks.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser
amount of time. However, if residential or smaller projects impact the various above
mentioned departments with regard to necessary review, these projects may take five
(5) weeks to review and approve.
Every attempt will be made by this department to expedite this permit as soan as
possible. .
I, the undersigned, understand the plan check procedure and time frame. I also
understand that if the permit is not picked up by the expiration date, that I must still pay
the plan check fee and that if I fail to do so it may affect future permits that I apply for.
Agreed to by:
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Print name
Project Name: ��C t�' �r�� k`� w nh�►� ��
Date: 3� 4 � o�
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WHEN A"PUBL� WAY PERMIT" S REQU�tED
z PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A
;� "PUBLIC WAY PERMIf":
Ls this a new residence? YES NO
Does demolition work being performed require the use of the Right-of-Way, easements or
public property? YES NO
Is any utility work needed? YES NO
Are there any improvement� being done to the driveway ? YES NO
❑ Ls a different access needed to the site oti�er than the existing driveway? YES NO_
N; ❑ Is any drainage work being done that affect� ti�e Right-of-Way, easements, or public property?
YES NO
Ls a"Revocable Right-of-Way Permit" required? YES NO
1s the Right-of-Way, easements or public property to be used for staging, parking or fencing?
YES NO
If answer is N0, is a parking, staging or fencing plan required by Public Works?
YES NO
3 If you answered YES to any of these questions, a"Public Way Permit" must be obtained.
�"Public Way Permit" applications may be obtained at the Public Work's office or at Community
� Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public
>� Works at 479-2198.
� �q���. t Q.c�r-��,�. F� �' 1:;� � � . :���� t o �,,��, f, ��.� ��..: �n,.� ,`� �y�,,ar� ����T=�rw �
; I HAVE READ AND AN RED ALL THE ABOVE QUESTIONS.
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Contractor Sig
; Job or Project Name:
°; Date Signed:
Company Name
�. �,Y�e � T�oW�ho�,9�
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PRJ #: -
APPLICATION PW #: -
FOR TOWN OF VAIL Parcel #: _ _ _ _ _ - _ _ _ _ _ _ TOI�I'rN OF Ul1�I,
PUBLIC WAY PERMIT 20 Bldg. Permit #: B__-____
1.
Job Name Street Address
{[f unknown call
Z• 479 21;9)
Excavating Contractor Name Mail Address T'OV Contractor Licec�se Numher - REQLll�ED
City
3.
Start Date
State Zip
Completion Date
Phone #
(Permit Expiration Date)
4. Work is for (circle one) Water Sewer Gas Electric Telephone CATV Landscaping Temp. Site Access
Other
5. Trench-width
(min. 4')
Bond Amount $
Length
Permit Fee $
Depth
Total SF $
Total LF
Total Permit Fee $
6. ALL MATERIAL, EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE JOB IS STARTED.
7. Rubber out-riggers are required on excavating equipment when working on asphalt. Asphalt surfaces underneath the bucket and lugs shall
be protected at all times.
8. A signature below indicates a review of the area and utility locations and approval. Once all utility company signatures are obtained ,
permittee has option of routing application through the Public Works office to obtain the necessary Town of Vail signatures.
Please allow up to one week to process.
Xcel Energy / Public Service Company (1-800-922-1987)
Xcel Energy High Pressure (1-800-922-1987)
Quest (1-800-922-1987)
Comcast Cable (1-800-922-1987)
Eagle River Water & Sanitation District (970-476-7480, ext. I 14)
Holy Cross Electric Company (1-800-922-1987)
Town of Vail Electricians (970-479-2158)
Town of Vail Irrigation (970-479-2158)
THERE WILL BE NO TOTAL STREET CLOSURES! A construction traffic control plan must be submitted and approved by the Public Works D�partmenc
prior to issuance of the permit.
9. All excavation must be done by hand within 18" of utilities —(Senate Bill 172).
10. Nermittee must contact the Public Works Uepa�Kment at 476-2143 2� hours prior to commencin« oi' work. Failure to Notify the Town will result in
forfeiture of bond money. Scheduled inspections that are not ready may result in the Town charging the contractor a reinspection fee.
11. I certify that I have read all chapters of Title 8— Public Ways and Property,rof the Vail Municipal Code and all utility Company agreements, signed
by me, and will abide by the same, and that all utilities have been notified as required.
Contracior's Si�nature of Agreement Print namc clearly Date of signature
ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN White — Public Works
Show street with names, buildings, and location of cuts. USE DASH LINES FOR CUT. Yellow - Contractor
F:\Users�.lSuther�newBLD6PERM. DOC 07/28/2004
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PUBL� WORKS AND THE PUBL� WAY PERMIT PROCESS
How it relates to Building Permits:
➢ Fill out the attached check list with the Buildinq Permit Application.
If yes was answered to any of the questions then a"Public Way" permit is required. You
can pick up an application at either Community Development, located at 75 South Frontage
Road or Public Works, locabed at 1309 Elkhorn Drive.
➢ Notice sign-offs for utility companies. ALL utilities must field verify (locate) respective
utilities prior b� signing application. Some utility companies require up to 48 hours notice to
schedule a locatie.
➢ A��ti�ffi�c�aF/��r�g���pla� must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, ebc.). This
plan will expire on November 1st and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
➢ Ske�h of work being perFormed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan for the job.
➢ Submit completed application to the Public Work's office for review. If required, locabes will
be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in
the moming, but may require up to 48 hours � perform.
➢ The Public Work's Construction Inspecbor will review the application and approve or deny
the permit. You will be contacted as to the siatus and any requirements that may be
needed. Most permit� are released within 48 hours of being received, but please allow up
tio one (1) week to process.
➢ As soon as the permit is approved, the Building Departrnent will be notified, allowing the
'�Building Permit" to be released. Please do not confuse the "Public Way Permit" with a
"Building Permit".
➢ NOTE: The above process is for w�ork in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is required
each year if w�ork is not complete. Re-application each November 15th does not
mean an au�matic renewal. �
I h e read an ndersta d the above.
�
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� Signature� � Date Signed _
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DRAINAGE AND CULVERT INSPECTIONS ARE REQUIRED BY PUBLIC WORKS�
Please read and check off each of the items below:
d The Town of Vail Building Department has developed the following procedures to ensure that new
construction sites have adequately established proper drainage from building sites along and
adjacent to Town of Vail roads or streets.
� The Town of Vail Public Works Department will be required to inspect and approve drainage
adjacent to Town of Vail roads or streets and the instaflation of temporary or permanent culverts at
access points from the road or street onto the construction site. Such approval must be obtained
prior to any requests for inspection by the Town of Vail Building Department for footings,
temporary electrical or any other inspection. Please call Leonard Sandoval at 479-2198 to request
an inspection from the Public Works Department. Allow a minimum of 24 hour notice.
� Also, the Town of Vail Public Works Department will be approving all final drainage and cutvert
installation with resulting road patching as necessary. Such approval must be obtained prior to any
Final Certificate of Occupancx issuance.
Agreed to by:
Project Name:
Date Signed:
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Print Nam
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MATERL4L STORAGE AND CONSTRUCTION PARK�VG
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEPOSITS ON PUBLL WAYS PROH�ITED
'' � Uniawful deposits: Subject � subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any
other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
`- d Natice; Abatement: The Director of Public Works may notify and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Directo�'s employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any otf�er debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or oti�er authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
�� Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before ti�e Municipal Court of the Town for said violations, and upon being found guilry of a violation
hereunder be punished as provided in Section 1-4-1 of this code.
; d Nofice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinance 6(1979).
+ CODES 7-3A-1 AND 7-3A-3: PARK�IG OBSTRUCT�VG TRAFF� &�IPOUNDMENT AUTHORQED
' d No person shall park any vehicle upon a street or at any other place within this Municipaliry in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(1968) § 1)
`; � Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Siatutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
storage in ti�e nearest garage or oti�er place of safety designated or maintained by ti�is Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) § 3: Ord. 28(1981) § 1)
� �n�t H F�,dti
I have read and will comply with the above code provisions: pr�t N
Signatur
Position or Relationship to Project: �eti�ro+� C��"� YQ�� Or
07/28/2004
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February 23, 2005
Mr. Charlie Davis
Chief Building Official
Town of Vail
75 S Frontage Road
Vail, CO 81657
Re: Booth Creek Townhomes
Window Repla.cement
�
�architects
..................
Dear Charlie,
My client, the Booth Creek Townhome Owners Association, ' hes to repla,ce the current wood
windows in their Townhomes with new aluminum-clad wind s of the same dimensions and style
(casement). 'I'he existing witic�ows at the grade level bedroo s currendy meet the egress requixement
of 5 sqft of clear opening howev�er the clear opening wid is 17 '/z". They a.re pxoposing new
Andersen aluminum-clad casement'w,�
sqft of clear opening but the clear ope.
than the existing, but still less than the
Per the 2003 International Residential Cc
in clear openings due to window or door
requirements. As you can see, we are inc�
the new windows would be allowed.
Using the 2003 International Existing Bui]
would be cla.ssified as a Level 1 Alteration
would be allowed since we axe not makin!
Attached is additional information from
T'hank you for your consideration.
Sincerely,
�� �
Thomas R Du Bois AIA
vs of the sam size as the existing, again with at east 5
width of th new windows is 18 5/8", 1 " er
minimum equirement.
e-Se �o AJ401 Renovations-AJ401.2, � or r ductions
:place nt would be allowed re�ardless o other code
�sing e ent width; therefore, it is our position that
�g Code as gut e, this window replacement project
ection 303.1). Pe Section 501.2, the proposed windows
the current situation orse but rather, better.
� selected window manufacturer for your use.
cc: Jon Welker-Booth Creek Townhomes
Scott Hoffinan-Crestone Building Company
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PO Box 1492 tel.• 970-479-7387
Vail, CO 81658 trdubois@att.uet fax.• 970-476-0077
•
Case�ent Opening Specifications
�- -, (
c�� open.� � Foa o� pos�uo�
Sbai�t Arm SpHt Arm
Width Wi�A ►1e1�(
xiches �mm arcAes (imn) �nd�es (n
- - � S�fs 1186) 19 ��a (�
- - � S/ii U86) 23 '/�s (`•
- - � %s (186) 3/ '/�s' (�
- - � 5%s (1861 35 �s��i (�
- - � S�ie (186) 43 �/a' (1(
- � S��s (196) 17 15/�s !Ii
- - 7 5�� (186) 55' (13
� 5��� (186) 59 �s�ts (15
- - 7 5/� (186) 6T (17
- - � S�ic (186) 31 ���e 17
' _ % 5�16 �1�� 3J 15�16 �9
- - T Siia (186) 43 �/8 (10
- � %s (186) 47's�ta (12
- - 7 5�M (186) 55' (13
- - 7 S/�� (186) 5915/�s' (15
- - 7 S/K (186) 6T (17
- 10 3/t� (275) 19 '/a (4
_ - i� 13�16 �%5� � ��16 ��J
- 1� v�is' (275) 31 �/�s (�
_ _ i� �116 ��J� 3J 15�16 (9
- - ]0 13/�� t275) 43 �/e (IQ
- - 1� ��/�i �T5! 47 15/�s' (12
- - t� ��n (275) 55' (I�
- - �0 13��i C175) 59 �S��s' (15
- - 10 %' (2]5� 6T (17i
_ _ 1� 13�16 �2%J% 31 ��16 �7i
- lU 13�% lY%5) 3.�` �5�16 (9.
- - 14 ���i C1751 43 '/e (10.�
- - l0'�/� R75) 47 �S��s' (12�,
- - I�'��u (275) 55' (1�
- - 1�13��i C275) `�15/�s (l5:
- - l0 �/K (275) 67' �37f
18 S/�i (� 14 '��a (367) 19 '/i (41
M s/ii (� I4 �/is (36� 23 '/�i l�
� s�w /�) 14 ��ic' C3671 31 �/�e' (Tt
� S�a (�+1 14 i��s (3871 35 �S��s' (9]
u S�is (�i6/ (< '��c (367) 43 ��e (10.�
18 S/x (Ii.ry 14 �/�e (367) 4T 15/„ p2]
� S�ii (�7 f4 '��s (?67) 55' (135
u siu (� 14 T��s (367) 59 �S��e (15i
ld s/# (Ii51 14 �/16 (367) 6T (17(
18 t�ii !'K51 1� �/ic' (367) 31 ���c' (�
ld s/� (�ryi 14 '/is (367) 3515/�s' (9]
u s/s 1�) t4 '/�i (367) 43 �/e (109
� s/s (�i6/ 24 '/K (�� d7 `�/is (I21
]d s/x (4i51 14 7/�6 (367) 55' (139
ld s�ri ('� 14 ��� (3671 59 �S��s (152
Id 5/� (IiS� 14 �/K (36� 6T (170
]8 °/K (165) 14 '�ts (367) 31 '/�s' 178
� s�is (�) 14 ��1e (;�67) 35 �s��s (g�
� Siw Ni51 14 ��K C,i67) 43 `�e' (109
18 S�s (KS) 14 ���s (�� 4� �5��s I121
Id 3/Y (� 14 '/,� (367) 55' 1i39
Unit
C�i125
CR13
CRi35
C,R14
CR145
CRIS
CR755
CRI6
CR23
CR235
CR24
CR245
CR25
CR255
CR26
CN12
CN125
S;N13
CN735
CN14
CN145
CN15
CN155
(XJ16
CN23
CN235
CN24
CN24b
CN25
CN255
CN2fi
C12
C125
C13
Ci45
C15
C155
C16
C23
CL3°.
.,^24
CL45
CLS
C255
C25
�345
G35
Clear Opg.
Straigpt Arm
Sq. ft (m')
--2.5 (132)
3.0 (27!)
4.8 �.3T2�
4.6 (.�27►
5.5 (.S]1)
6.1 (,$671
7.0 (.i6i)
7.6 (.7K1
8.5 (.790)
4-0 (,372►
4.6 (.f2�
5.5 (S71)
il (.Si7i
7.0 (.650/
7.6 (.7K►
8S (•7l01
�.a �.�n�
Ac 4mY
5.5 (.531)
ci r.s�n
7.0 (.i501
Ciear Opg
Sp{it Arm
.4 � (m'1
tA (.0%
11 (.il]
1.6 (.145
i$ (.167
2T (.204
2A (213
28 (260
3.1 (.288
3.4 (91fi
t.6 (.149
1.8 (.167
22 (201
2.4 (223
1.5
].8
23
2.l
3.2
36
4.1
�.5
5.0
2.3
2.7
31
as
4.1
1.5
5A
1.9
2.4
3.t
3.6
43
as
5.5
6.0
6.7
3.1
3.6
4.3
18
5.5
6.0
6.7
al
3.6
4.3
4.8
5S
■M/ Mafe - SUaight-arm'C' wiOth unils availabk as special orders.
NOTE: Floor W stll �eights are cakulatM baseO upon a structwal �eatler hei�t ot 6' 10.1/2'
20
top or sunnoor
Crack Opening Straight Arm Split Arm to Top o( Inside Overall Ur
Glass Yent SasA Onry Yent Vent Si0 Stop Area
SQ. FL (m�) Lineal Ft (mm) Sq. FL m�) Sq. Ft (m') Inches (mm Sq. R. r
1.7 (.158) G 4 ��/16 (1g51) - - 1.5 (.139) 60 '/�� (1538) 2.8 (.i
2.0 (.1�) 7' 0 15/�s (2157) - - 1.8 (.167) 56 3/e (1432) 33 (3
2.T (151) 8' 4'/�6 (2551) - - 2.4 (.223) 48 3/i (12361 41 (.3
3.1 (.288) 9' 2 �/�6 (2799) - - 2.7 (251) 43 �/e (1114) 4.6 (.A
3.8 (.353► �0' 4 9/�s (3164) - - 3.3 (.307) 36 %6 (932) 5.T (S
41 (.390) 11'2 �/6f3408) - - 3-6 (.334) 31 �/e (810) 6.2 (.5
4-8 (�448) 12' 4 5/�s'13767) - - 41 (.390) 24 13/�s (p0) 7.1 (.6
5.2 (.483) 13' 2 3/� fi(40181 - - 4.5 (.418) 19 �/� (5051 7.7 (.7
5.9 4`�1 14' 4 5/�s'14377) - - 5.1 (.474) 12 �/„ (325) 8.5 (.7
5.4 (.502) I6' 8 t/e (5102) - - 4.7 (.437) 48 3/i (1238) 8.4 (.7
6.3 (.585) 18' 4 3/e (��1 - - 5.4 (.502) 43 i/� (1114) 9.6 (.8
7.6 (.706► TO'9 '/s' (6328) - - 65 (.604) 36 ��/�s' (932) 11.3 �1.0
&4 (.780) 22' 4 ;/e (6817) - - 7.3 (.678) 31 i/e (SI0) 12A (1.1
9.6 (.892) 24'8 5/a (7534) - - 8.3 (.771) 24 ��/16 (63p) 14.2 p.3
10.5 (.9751 26'4 �/8 (8036) - - 9.1 (.�5) 19 r/i (�) 15.4 (1.4
II.7 (1.067) �8' 8 5/e 18753) - - 102 (.948) 12 %s' (325) 11A (I.5
2.2 ��:� � IZ ���16 �21�� _ _ 1.9 �.1�� GO 9Ii6 �i�� 3.4 (.3
2.6 (.242) T 7 15/is (2335) - - 2.3 (214) 56 3/e (1432) 4.0 (.3
3.5 (.325) 8' 11 �/�6 (2729) - - 31 �.288) 48 3/i (1238) 51 (.4�
4.0 (.372) 9' 9�/�s 12977) - - 3b (.334) 43 T/e (ll 14) 5.8 (.5
4B (.446) 10' 11 9/�s'(33421 - - 4.3 (399) 36 ����� (932) 6.8 (.G
5.4 (.502) 11' 9�/�fi (3586) - - 4b �.446) 31 �/o (810) 7.5 (.@
62 �.576) 12' 11 5/is (3945) - - SS (.5t1) 24 ��/�6 (630) 8.5 (.7!
6.T (.622► 13'9 3/�s'(41961 - - 6.0 (.557) 19 �/e (`�) 92 (.d
7.5 (.697) 14' Il 5/�s (4555) - - 6.7 (.622) 12 °/K (�) 10.2 �.4
TA (.650) 17' 10 �/e' i54`�) - - 62 (.576) 48 3/� (1238) f02 (.9�
&0 (.743) 176 3/e (`�`�) - - 7.2 (.669) 43 �/8 (1114) 11.5 (I.Of
9.7 (.901) 21' 11 �/e (6683) - - 8.6 (.799) 36 "/„ (932) 13.6 (7.2[
t0.7 (.994) 23' 6�/e (7172) - - 9.6 (.89T) 31 �/s (810) 15A ll.�
12.3 p.143) 25'105/e (789p) - - 11.0 (1.022) 20'�/�e (630) 16.9 (1.5�
13.4 (1245) 2T 6�/B (8392) - - 12A p.115) 19 r/e (505) 18A (1.7(
ISO (1.394) 29' 10 5/e' (9109! - - 13A (1.245) 12 13/� (325) 203 p.6E
2b (142) T'T '/�s (2313) 25 (232) 2A (.223) 60 %s (1538) 4.0 (.37
32 (29n 8' 3�/ib (2519) i0 (.Y7!) 2.9 (.2�) 56 �/e 11432) 4.7
(.4:
43 (.�91 9' 6 ��/�6 (T913) 40 (.372) 3.9 � (.362i 48 �/: (1238) 6.0 (.5,'
4A (.455) 10' 4'/�6 (3161) �.i (.12n 4.5 (.418) 43 l/e (1114) 69 (.G
59 (.548) 11' 6 13/�e'135T6) 5.5 (.Sll) 5.4 (.502) 36 %i (932) 8.0 (.7�
6.6 (.613) 12' 4�/�s �3770) i.l (.56n 6.0 (.557) 31 �/� (810� 88 (BI
7S (.�7� 13'6 9/�s (4I29► 7A (i50) 6.9 (.641) 24 t3/�� (�i 10.0 (.9:
82 (.762) 14' 4 1/�s (4380) Z6 (.706) 7.5 (.697) 19 T/e (505i 10.9 (1.0]
9.2 (.855) 15' 6 9/�6 14739) RS (.7lp) SA (.780) 12 �3IN (�) 12A �1.1]
B.J �.7�� i� 1 3�8 ��26� %� �. .�% 7.8 (.%2J) � ��� �Zr.�� �2.0 �i.ii
99 (.920) 20' 8'/s 1632f) !.2 (.855) 9.0 t��) 43 �/e (1114) 13.6 (12f
11.8 (1.096) I3' 1 5/e' (705� I3.0 (1.0� lOb (1.0031 36 ����e' (932) 16A (1.AE
13.1 (1.217j 24'8 �/e (7541) 112 (i.itf) 12.0 (I.115) 31 '/B• (8t0) 17.6 (1.Q
15.I (1.403) 27' 1'/q (82581 f1.0 (L303/ ]3.8 (1.2821 24 ��/�s (630) 20A p.85
16A (1.524) 28'8 %' (8760) 1S3 �lAl21) I5.0 (1.394) 19 '/e (505) 21.6 (2.00
18.4 (1.709) 31' 1�/a (9477) 37.1 (3.Sd!) 16.8 (1.561) 12 13I16 (�5) 24.0 (223
12b (1.189) 17 1�/e' 1��) 7.9 (.73�) 7.8 (.725) 48 3/f (1236) P.9 (1.6E
f4.8 (1.375) 20'8 �/8 (6321) !S (.855) 9.0 (.836) '13 ��e (1114) 20.4 (1.89
17.7 (1.644) 23' 1 5/B (70521 ILO /1.O�Z) 10.8 (1.003) 36 ��/�c (932) 24.0 1223
19.7 (1.830) 24'8 '/e (7541) iZI p.13�) 12.0 (1.115) 31 ��a (810) 26.4 (2.45
22B (2.10D) 27' 1�/e (8258) fI.O (1.3011 13.8 (1282) T4 °/,; (p01 29.9 12.71
Table of Basic Casement Unit Sizes Scale 1/8" = 1'-0' (1:96)
1'-5'
lktit Dimensian (432)
� � 1'-51/z
(445)
I��o�uucE� (�' 12 5/e.
(321)
UIIO�Sb11C1Cd (i�A 3I16
Trar�san U�s Only (310)
��$ ��z.
(521)
1'-9'
(`�)
I6 �/e'
(410)
5 t�he
(398)
2'-0 i/e'
(613)
r-0�
(625)
193p•
(502)
19 5/t6
(491)
2�-4 3�8•
(721)
r-a7/e
(733)
24•
(610)
23 9�16
(599)
2'-7 ys•
(�)
2'-8'
(813)
27 �/e'
(�1
� I l��
(678)
2'-1115/te"
(913)
3'-01/s'
(927)
319/is'
1�)
31 i/s'
(791)
2�'9 3�q•
(857)
2�- i� ��4
(870)
12 5/e"
(321)
28 i`'�16'
(735)
3'-4 3/a'
(1035)
3'-5 �/e'
(1048)
16 i/s'
(410)
3515/is'
(913)
4'-0'
(1219)
4.-0 ��z.
(1232)
iB 3�4•
(502)
4.i 3�I6�
(1097)
4�$ i�2.
(1435)
4�.9.
(1448)
24�
(610)
51 �i/te'
(1313)
R � � m ^ ° OO � � � � � � � �� � c����
� v C11t1519 # CIR1810 # CIR2010 # CIR243Y # CTR2810 # CIR3610 # CIR2910 # CIR341! � C1k�p10 � CtR4810 # �ron-ve�ning.
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''Iio6sNiUeA Glass' measwement is fa singye sash anyr.
•• 7Fese mils Oave straight ami Wer'atas. see apeninB speufipGons•
t Cw ser� unils (e�cM (.wt. 6wt5 a�d Cw3 Ad�t) apen b ZO' dear opemB ridg� us� yr Nr� conud eracYet &acket
�an Oe Piwted a�oMin6 ior tleaning pasiUOn. CW 9enes �ea6 aie also available wiM a 22' dear ape�wg widTh.
lhese � rneM or a�ceM t�e bMowi�+ 4mensiais: Ckar Opnwble Area M 5.7 s4 R. pear OpenaMe NlMth d 20' and pear
OP�e Heiglk W Y4; � app�opete Aanhraie (strai�t am a sqa artn) is specied.
t Mddsen• art Oass w�ds are avaiade br itiese wils M spttW ader oNY. Comea yas Andersen• wppier. Panels are
availaDle fa all ather wi15 on tlis page thmu� nam�al ademE Pmcess.
•-Unit Oi�sion' always rekrs to ou6ide hame b kame d�nmsim.
• D"enwiors � parentl�aes are in mlWneh's.
• When adeir�g, be sue b spedly cda deseed: White. SanOrone. Temabne° a iaest G�em.
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YeMi� Co�iguratisn
Hinging stawn on size table is standard.
Specify Ieft, ri�t or s[ationary, as viewed
kom ihe outside. For oU�er hinging of
mulGple units. contact your loeal suppier.
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Mr. JR Mondragon
Town of Vail Senior Building Inspectoz
75 S Frontage Road
Vail, CO 81657
Re: Boothcreek Townhomes
970-d76-0077
-�.�
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�architects
•••��.••���•���•••
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Pex your request, please note the new entzance canopies for the Boothcxeek Townhomes, as
indicated by details No. 1 and 2 on sheet A602 dated Februaty 17, 2005, have been desigaed to
support an 801b/sqft snow load.
If you have any questions or would like additional informadon, please do not hesitate to call me.
Sincerely,
/� � �
Thomas R Du Bois AIA
PO Box 1492 tel.• 974-479-7387
Vai/, CO 81658 trdubois�att.net iax.• 970.476-0077
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..................
Pro�ect: Bootl� Creek Townhomes
2875 Manns Ranch Road
Vail, Colorado
Exterior Renovations
Owner. Booth Creek Townhouse Association
PO Box 5940
Avon, CO 81620
Date•
December 3, 2004
Architec� TtD architects
PO Box 1492
Vail, CO 81658
tel: 970-479-7387
fax: 970-476-0077
Thomas R Du Bois, AIA
PO Box 1492 tel.• 97�479-7387
Vail, CO 8�658 trdvbois@att.net fax: 97a-476-0077
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TABLE OF CONTENTS
DIVISION 1- GENERAI. REQUIREMENTS
' 00020........ Invitation to Bid-------------------------------------------------------------------------------------------1_ thru 2
00100.------- Instructions_to Biddeis---------------------------------------------------------------------------------1_ thru 3
01100-------- Summat�----------------- -----------------1-thr!'-3
---------------------------------------------------------------------
� 0123Q __.._.Alternates-------------------------------------•------......-----------.._...--------------------._....---------1-�•�
.... _._....
01250.------- Contract Modification Procedutes---------------------------------------------------------------1_ thru 2
01270 Unit Pxices 1 thru 2
------------------------------------------------------------•-----------------------------------------------------------------------------------------
' 01290-------- Pap_ment Procedures----------------------- 1- thn'- 3
-----�---------------------------------------------------------
01310_------- Pro�.ect Management_and.Coordination-------------------------------------------------------1-thn'-4
01320-------- Consttuction Progress Documentations------------------------------------------------------1_ thru 3
01330 Submittal Procedures 1 thru 7
' 01400---------Quality_ Requirements------------------------------------------------------------------------------------1_ thrg 3
01420.------- References ------------------------------------------------------•------.._..------------------------..........1_ thtu 2
01500-------- Tem�orar� Facilities and Conttqls---------------------------------------------------------------1_ thru 4
' ---- -
01600-------- Product Rec�u.itements----------------------- ----------------------1_ thru 7
-------------------------------------
01700-------- Execution Rec�uirements------------------------------------------------------------------------------1_ th�u 4
01731-------- Cutriug and Patching-------------------•-----------------------------------
' -----------------------------1. thru 3
01732-------- Selective Demolition---------------------•--------------------------------------------------------------1_ thru 4
01770-------- Closeout_Procedures ------------------------------------------------------------------------------------1_ thru 4
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DIVISION 2- SITE CONSTiJCTION-Not Used
DIVISION 3 -� CONCRETE-Not Used
DIVISION 4- MASONRY Not Used
DIVISION 5 - METALS
05500-------- Metal Fabrications----------------------------------------------------------------------------------------1- �-4
' 05721-------- Ornamental-Railings-------------------------------------------------------------------------------------1. thru 4
05730-------- Ornamental Fotmed_Metal --------------------------------------------------------------------------1_ thru 3
' DIVTSION 6- WOOD and PLASTIC
' 06100-------- Rough Car�entr�------------------------------------------------------
06150-------- Wood Decking---------------------------------------------------------
06401-------- F.gterior Architectutat Woodwork---------------------------
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DIVISION 7- THERMAI. and MOISTURE PROTECTION
- -----1_ thru 4
-------1_ thru 2
.......1_ �?_ 2
07131-------- Self Adhering Sheet Watregroofing-------------------------------------------------------------1_ thru 3
07460-------- Sl�---------------------------------------------------- ---- ----------- --------------------------------------1-�_2
07610-------- Sheet Meta1 Roofing-------------------------------------------------------------------------------------1- �- �
07620-------- Sheet Metal Flashing and Trim --------------------------------------------------------------------1_ thru 4
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07920--------�oint Seal�nts----------------------------------------------------------------
DIVISION S— DOORS and WINDOWS
08550-------- Wogd V�indows-------------••--------------...--------------------------..
DIVISION 9 — FINISHES
09220 Portland Cement Plaster
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-------------------------------------------�-------------------------------- - --
09931-------- Exterior Wood Stains----------------------•=----•-------------.....-----..._..------••-----
DIVISION 10 — SPECIALITIES-Not Used
DIVI�ION 11— EQUIPMENT-Not Used
DIVISION 14 — CONVEYING SYSTEMS-Not Used
DIVISION 15 — MECHANIC,�ilrNot Used
DIVISION 16 — ELECTRICAI.�Not Used
thru 5
1 thru 5
-------------
1. thru 4
' TtD architects
Vail, Colorado
' 970-479-7387
1
1.1 PROJECT:
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� Booth Creek Townhomes
F�terior Renovations
Vail, Colorado
SECTION 00020 - INVITATION TO BID
' A. Genetal Construction Work-Booth Creek Townhomes Exterior Renovation
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B. We have been authorized by the Owner to invite you to submit a proposal to fumish all
labor, materials, transportation, services and equipment necessary and/or reasonably
required to perfortn all operations necessary far General Construction Work, gener.tlly
including, but not limited to, general construction work requited for above project in
accordance with contract documents.
CONTRACT DOCLnvIENTS
A. Copies of contract documents: Three (3) sets of drawings and one (1) set of specificarions
are enclosed for the use of the bidder. Unsuccessful invited bidders are requested to return
sets in good condition no more than ten (10) working days following bid opening. No
pattial sets will be issued. No sets will be issued to sub-biddets by Arc,hitect.
B. Additional copies of drawings and specifications are available at cost of reproduction and
mailing from: Roc�y Mountain Reprographics-Vail.
1. Make all inquiries to the Architect. Do not contact the Ownex. Bidders requiring
additional conttact documents may specify ma�7ing insttuctions (UPS, Federal
Express, etc.).
C. Bid Documents are the property of the Owner. The Owner will not issue documents to
"Plan Rooms" and the Owner does not authorize any invited biddes to submit bid
doc�unents to a Plan Room.
1.3 SF.AI.ED BIDS
A. Bids will be received unti14:00 PM prevailing time at bid submittal location on Wednesday,
December 15, 2004 sealed in an opaque envelope addressed and identified as follows:
1. Booth Creek Townhomes Exterior Renovations
Vail, Colora.do
2. Bidders name should be indicated on the outside of opaque envelope.
' B. Your company representa.tive should be available on Thursday December 16, 2004 oi
Frida.y, December 17, 2004 for interview in the offices of TtD atchitects. The Owner will
advise of specific time and date after Bid Opening.
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1.4 NOTICE OF INTENT TO SUBMIT A PROPOSAL
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Invitation to Bid 00020 -1
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'tD architects � � Booth Cree� Townhomes
ail, Colorado Exterior Renovations
'0-479-7387 Vail, Colorado
A. Bidding will be for a limited nutnber of invited contractors. Invited biddets, who after
examining drawings and specifications decide not to bid, are requested to notify Architect
and Owner no later than five (5) working days prior to bid due date.
1.5 BID OPF.NING
A. Opening of propasals will be at the date and time set for submission and �vill be held
privately. Determination of successful bidder will be in a private session and will be based
on all pertinent data contained in proposals. Proposals submitted bp a contractor as a result
of this invitation shall not obligate Owner or Architect in any way.
1.6
A.
:
RESERVATIONS OF RIGHTS
Owner reserves the right to reject any or all proposaLs and ta waive any foimality in
connection with bid opening.
Owner further reserves the right to de]ay awazd of contract and all subsequent dates up to
90 calendar days after receipt of proposals with no change in base bid, other conditions or
prices stated in proposals.
1.7 LIST OF BIDDERS - GENERAL CONSTRUCTION WORK
1. Crestone Builders
970-479-0519
Scott Hoffinan
2 Heid Consttuction
970-476-4343
Gerard Heid
3. Woodstone Homes
970-845-9698
John Clouatre
PART 2 - PRODUCTS-Not Used
PART 3 - EXECUTION-Not Used
END OF SECTION 00020
Invitation to Bid
00020 - 2
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TtD architects �
Vail, Colorado
970-479-7387
� Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
SECTION 00100 - INSTRUCTIONS TO BIDDERS
PART 1 - GFNFRAT•
1.1
A.
1.2
BIDDERS PREQUALIFICA TION
To be considered, bids must be made in accordance with these Insttuctions to Bidders.
BID DOCUMENTS
A. Invited bidders may obtain additional bidding documents from Architect Refer to Section
00020 "Invitation to Bid".
1.3 EXAMINA TTON
A. Bidders shall carefully examine documents and tiie construction site-all ten buildings- to
obt�in first hand knowledge of existing conditions. Conttactors will not be given extra
payments for conditions that can reasonably be detemnined or inferred by examining site
and documents.
B. Bidders may gain access to exisring building for non-destructive verification of existing
conditions at their couvenience. Any tools, ladders, lights, protection, clean up, etc.
required due to such inspection is the sole responsibility of bidder.
1.4 DISCREPANCIES
A. If during the bidding period, a bidder observes errors, discrepa.ncies, ambiguities or
omissions in, or requires clarification as to the meaning of, the drawinp,s and specific�tions,
he shaL 1 submit requests far interpretations or corrections to the Architect in writing.
Replies will be issued to invited bidders as addenda to drawings and specificrations and will
become part of contract
B. Request for cL�rification shall be directed to:
' Thomas R Du Bois AIA, PO Bog 1492, 3971 Bighom Road, Suite 7BB, Vail, Colorado
81658, Phone: 970-479-7387, Faa: 970-476-0077.
Do not contact the Owuer.
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C. Bidder's communica.tions received less than five (5) working days prior to the day bids ate
due may not receive consideration, and the Architect will not issue addenda latex than three
(3) working days preceding the day bids are due.
Inst�uctions To Bidders 00100 - 1
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TtD atchitects � �
Vail, Colorado
970-479-7387
D. Neither the Owner nor the Architect will be responsible
instructions.
1.5 COST SAVINGS SUBSTITUTTONS
Booth Creek Townhomes
F�terior Renovations
Vail, Colorado
for oral explanation and
A. Owner encourages and solicits bidders to propose substitutions for materiaLs and systems
prior to the bid due date which will result in a net cost savings on pioject Bidder shall
advise Architect of all other areas of work which may be affected either additive or
deductive by proposed substitution.
B. For approval to use substitutions, bidders shall submit written requests at least three (3)
working days before bid due date. Cleatly desarbe product for wluch approval is asked
including all necessary data demonstrating acceptability. If product is acceptable, Architect
will approve it in an addendutn.
1.6 BASIS OF BID
A. Bids must be based on site exaxnination and co�tract documents including schedules
contained therein. Substitutions (other than those previously approved in an Addendum)
may be made only in the fomn of an attachment to the pioposal.
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B. Bidder is to include all price breakdowns, altemates, advisory quantities, unit pricing,
acknowledgements and other information called for his bid form. '
C. Prdposals shall be properly signed. The signatures must be in longhand with name typed
below and executed bp a priticipal dulp authotized to execute contracts. The biddet's legal
name must be fully stated. Where bidder is a corporation, sign bids with legal name of
corporation followed by name of state of incarporation and legal signatyre of an officer
authorized to bind corporation to a contract Address bid as indicated in Section 00020
"Invitation to Bid".
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E.
Oral, telegraphed, telephoned or telefaxed proposals or modifications thereof, will not be
considered.
In the event of a mathematical discrepancy between .the indicated lump sum base "bid and
the actual sum of all bid items, the indicated lump sum shall govem.
1.7 ADDFNDA
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A. Proposals shall conform with and include any costs {additive or deductive} relating to ,
addend� issued during the bidding period and the content of all addenda shall become patt
of the Conttact Documents.
1.8 MODIFICATION AND WITHDRAWAL
Insttuctions To Bidders
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00100 - 2
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� TtD architects � � Booth Creek Townhomes
Vail, Colorado Exterior Renovations
' 970-479-7387 Vail, Colorado
A. Bids may not be modified after submittal. Bidders may withdtaw bid at any time before bid
opening but map not resubmit them. No bid may be withdrawn or modified after bid
' opening except where award of Contract has been delayed beyond period specified in
Section 00020 "Invitation to Bid".
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1.11
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1.12
DISQUALIFICATTON
Owner reserves the right to disqualify bids before or after opening upon evidence of
collusion with intent to defraud or any other illegal piactices upon part of bidder.
TAXES
Bidders should be aware of Federal, State and Local laws, taxes, fees and remodel taz
applicable to work and include it in bid atnount
OPENING
Proposals will be opened as announced in Section 00020 "I�vitation to Bid".
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A. Conttact will be awarded on basis of lowest acceptable and responsible bid including full
consideration of all information included in proposal folm. It is the intention of the Oavner
that award of the Conttact will be made by the date listed in the Proposal Form.
1.13 EXECUTTON OF CONTRACT
A. Each bidder must be prepared, if requested by Owner, to present additional evidence of
experience, qualifications and financial ability to carry out temns of contracL A resume of
the designated superintendent for the duration of the project shall be submitted in a
separate letter when requested by Owner.
� B. Each bidder shall be prepared, upon written notice of bid acceptance, to begin work as
deter�nined by Owner.
' C. Accepted bidder shall assist and cooperate with Owner in prepating a fortnal contract
agreement and within ten (10) working daps following its presentation shall execute same
and retum it to Ow�ner. Contract shall be egecuted on Standard AIA Document A105-
' Owner-Contractor Agreement for a Small Project and A205-General Conditions of the
Conttact for Construction of a Small Project
' PART 2 - PRODUCTS-Not Used
PART 3 - EXECUTION-Not Used
END OF SECTION OOlOQ
'
Instructions To Bidders
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TtD architects
Vail, Colorado
970-479-7387
PART 1 - GENFRAT"
1.1 SUMMARY
• � Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
SE�"I'ION 01100 - SUMMARY
A. 'I'his Section includes the following.
1. Work covered by the Contract Documents.
2. Use of premises.
3. Owner's occupancy requirements.
4. Specification forinats and conventions.
1.2 WORK COVERED BY CONTRACT DOCUMENTS
A. Project Identification: Booth Creek Townhomes
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B.
1. Project Location: 2875 Mann Ranch Road, Vail Colorado 81657
Ovvner. Booth Creek Townhouse Associa.tion, PO Bog 5940, Avon, CO 81620
1. Owner's Representative: Mr. Jon D. Welker, President
ArchitecC TrD azchitects, PO Box 1492, Vail, Colorado 81658, Thomas R Du Bois
The Wor� consists of the following.
1. The Work includes removing existing wood siding and deck rails and replace with
new cement panel siding, stucco, balcony railings, entrance canopies and chimney
caps _
Project will be consttucted under a single prime contract
USE OF PREMISES
GeneraL• Contractor shall have full use of premises for construction opera.tions, including
use of Project site, during construction petiod.
Use of Site: Limit use of premises to work in azeas indicated Do not disturb portions of
Project site beyond areas in which the Work is indicated.
1. Owner Occupanry: Allow for Owuer occupancy of Project site.
2. Driveways and Entrances: Keep driveways, parking lot and entrances seiving
premises clear and available to Ow�uer, Ow�ner's employees, and emergency vehicles �
at all times. Do not use these ateas for parking or storage of materials.
SUMMARY 01100 - 1
TtD architects
Vail, Colorado
970-479-7387
�
� Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
a. Schedule deliveaies to minimize use of driveways and entta.nces.
b. Schedule deliveries to minimize space and time requirements for storage of
materials and equipment on-site.
G Use of Exisring Building: Maintain existing building in a weathex tight condition
throughout construction period. Repair damage caused bp construction operations.
Protect building and its occupants during construction period.
1.4 OWNER'S OCCUPANCY REQUIREMENTS
1.5
A. Full Owner Occupancy: Owner will occupy site and existing buildings duting entire
construction period. Cooperate with Owner during construction operations to minimize
conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's
day-to-day operations. Maintain existing exits, unless otherwise indicated.
A.
Maintain access to existing walkways and other adjacent occupied or used facilities.
Do not close or obstruct walkways or other occupied or used facilities without
written pe,tmission from Owner and authorities having jurisdiction.
SPECIFICATTON FORMATS AND CONVENTIONS
Specification Foana.� The Specifications are organized into Divisions and Sections using
the ]6-division fonnat and CSI/CSCs "MasterFormat" numbering system.
Division 1: Sections in Division 1 gove�n the execution of the Work of all Sections
in the Specifications. ,
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B. Specification Conten� The Specifications use certain conventions for the style of language
and the intended meaning of certain terms, words, and phrases when used in particulat �
situations. These conventions are as follaws:
2.
SUMMARY
Abbreviated Language: Language used in the $pecifications and other Conmct
Documents is abbreviated. Words and meanings shall be interpreted as appropriate.
Words implied, but not stated, shall be inferted as the sense requires. Singular words
shall be interpreted as plutal, and phiral words shall be interpreted as singular where
applicable as the contegt of the Contcact Documents indicates.
Imperative mood and streamlined language aze gene,rally used in the Specifications.
Requirements egpressed in the imperative mood are to be performed by Contractor.
Occasianally, the indicative or subjwnctive mood may be used in the Section Tggt for
clarity to describe responsibilities that must be fulfilled indirectty by Contractor or by
others when so noted.
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a. The words shall, shall be, or shall comply with, depending on e
context, are implied where a colon (:) is used within a sentence or phrase.
01100 - 2
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TtD architects �
Vail, Colorado
970-479-7387
PART 2 - PRODUCTS (Not Use�
PART 3 - EXECUTION (Not Usec�
END OF SECTION 01100
� Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
SUMMARY 01100 - 3
� TtD architects �
Vail, Colorado
� 970-479-7387
�
PART 1 - GENERAL
�
l.l SUMNiARY
•
SECTION 01230 - ALTERNATES
Booth Creek Townhomes
Extexior Renovations
Va.il, Colarado
iA. This Section includes adtninistrative and procedural requirements for alternates.
� 1.2 DEFINITIONS
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A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work
defined in the Bidding Requirements that may be added to or deducted from the Base Bid
amount if Owner decides to accept a corresponding change either in the amount of
constcuction to be completed or in the products, materials, equipment, systems, or
installation methods described in the Contract Docutnents.
1. The cost ar credit for each altemate is the .�net addition to or deduction from the
Conttact Sum to incorporate altemate into the Work. No other adjustments are
made to the Contract Sum.
PROCEDURES
, A. Coordination: Modify or adjust affected adjacent work as necessaty to completely integrate
work of the alternate into Project
� 1. Include as part of each altemate,� miscellaneous devices, accessory objects, and
similat items incidental to or required for a complete installation whether or not
indicated as part of alternate.
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B. Notification: Immediately following award of the Conttact, notify each party involved, in
writing, of the status of each alte,mate. Indicate if altetnates have been accepted, rejected,
or deferred for ]ater consideration. Include a complete description of negotiated
modifications to alternates.
C. Execute accepted alte,mates under the same conditions as other work of the ConttacL
D. Schedule: A Schedule of Altemates is included at the end of this Section. Spec,ification
Sections referenced in schedule contain requirements for materials necessary to achieve the
work described under each altemate.
AL'TERNATES 01230 - 1
�
TrD architects �
Vail, Colorado
970-479-7387
PART 2 - PRODUC,"I'S (Not Use�
PART 3 - EXECUTION
� Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
3.1 SCHEDUI.E OF ALTERNATES
A. Altemate No. 1: Provide new aluminum-clad windows and sliding glass doors at Main
Level (I iving and Dining Rooms, rear elevation) as indicated on drawings. Provide all
interior patch and trim work as required. Provide a per unit breakdown of costs.
B. Altemate No. 2: Provide all new aluminum-clad windows to replace and match operation
of all existing windows. Include all interior patching and trim work as required. Provide a
per unit breakdown of costs.
END OF SECTION Q123(1
AL'I'ERNA'I'FS 01230 - 2
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TtD architects � � Booth Creek Townhomes
Vail, Colorado Exterior Renovations
970-479-7387 Vail, CoIorado
SECTION 0]250 - C�NTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
1.2
I:�
:
This Section specifies administrative and procedural requirements for handling and
processing Conttact modifications.
See Division 1 Section "Unit Prices" for administtative requirements for using unit prices.
MINOR CHANGES IN THE WORK
A. . Architect will issue supplemental instructions authorizing IVlinor Changes in the Work, not
, involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710,
"Architect's Supplemental Instructions."
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PROPOSAL REQUESTS
A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed
changes in the Work that may require adjustment to the Contract Sum or the Contract
Time. If necessary, the description will include supplemental or revised Drawings and
Spec.ifications.
1. Proposal Requests issued by Architect are far `inforination only. Do not consider
them instructions either to stop work in progress or to execute the proposed change.
2. Within time specified in Proposal Request after receipt of Proposal Request, submit
a quotation estimating cost adjusmnents to the Conttact Sum and the Conttact Time
necessary to execute the change.
a.
b.
c.
d.
Include a list of quantities of products required or eliminated and unit costs,
with total amount of purc,hases and credits to be made. If requested, fumish
sutvey data to substantiate quantities.
Indicate applicable taxes, delivery charges, equipment rental, and amounts of
triade discounts.
Include costs of labor and supervision directly attdbutable to the change.
Include an updated Contractor's Construction Schedule that indicates the
effect of the change, including, but not limited to, changes in activity duration,
start and finish times, and activity relationship. Use available total float before
requesting an extension of the Contract Time.
� B. Conttactor-Initiated Proposals: If latent or unforeseen conditions require modifications to
the Contract, Contractor may propose changes bp submitting a request for a change to
Architect
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CONTRACT MODIFICATIE��J P`ROCEDURFS 01250 - 1
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TtD architects � � Booth Creek Toatnhomes
Vail, Colorado Exterior Renovations
970-479-7387 Vail, Colorado
1. Include a state,tnent ontlining reasons for the change and the effect of the change on
the Wor�. Provide a complete descxiption of the proposed change. Indicate the
effect of the proposed change on the Conttact Sum and the Contract Time.
2. Include a list of quantities of products required or eliminated and unit costs, with
total amount of putchases and credits to be made. If requested, furnish sutvey data
to substantiate quantities.
3. Indicate applicable taxes, delivery charges, equipment xental, and amounts of trade
discounts.
4. Include costs of labor and supervision direcdy attributable to the change.
5. Include an updated Contractor's Construction Schedule that indicates the effect of
the change, including, but not limited to, changes in activity duration, start and finish
times, and activity relationship. Use available total float before requesring an
extension of the Contract Time.
6. Comply with requixements in Division 1 Section "Product Requirements" if the
proposed change requires substitution of one product or system for product or
system specified.
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CHANGE ORDER PROCEDURES
On Owner s approval of a Proposal Request, Architect will issue a Change Order for
signatutes of Owner and Contractor on AIA Document G701.
CONSTRUCTION CHANGE DIRECTIVE
A. Construction Change Directive: Architect map issue a Construction Change Directive on
AIA Document G714. Change Directive insttucts Contractor to proceed with a change in
the Wor�, for subsequent inclusion in a Change Order.
1. Construction Change Ditective contains a complete description of chauge in the
Work. It also designates method to be followed to deteamine change in the Contract
Sum or the Contract Time.
B. Documentation: Maintain detailed records on a time and material basis of �vork required
by the Consttuction Change Directive.
1. After completion of change, submit an itemized accQUnt and supporting data
necessary to substantiate cost and time adjustments to the Contract
PART 2 - PRODUCI'S (Not Use�
PART 3 - EXECUTTON (Not Use�
END OF SECTION Ol?SO
CONTRACT MODIFICATION PROCEDURES
01250 - 2
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PART 1 - GENERAL
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Exterior Renovations
Vail, Colorado
SECTION 01270 - U1VIT PRICFS
1.1 SUMMARY
A. This Section includes administrative and procedural requirements for unit prices.
1.2 DEFINITIONS
A. Unit price is an amount proposed by bidders, stated on the Bid Form, as a price per unit of
measurement for materials or services added to or deducted from the Contract Sutn by
appropriate modifi�ation, if estimated quantities of Work requited by the Contract
Documents are increased or decreased.
1.3 PROCEDURES
A. Unit prices include all necessary material, plus cost for delivery, installation, insurance,
applicable taxes, overhead, and profi�
B. Measurement and Paymen� Refer to individual Specification Sections for work that
requires establishment of unit prices. Methods of ineasurement and payment for unit
prices aze specified in those Sections.
C. Ownei reserves the ri�ht to reject Contractor's measurement of work-in-place that involves
use of established unit prices and to have this work measured, at Owner's expense, by an
. independent surveyar acceptable to Conttactor.
D. List of Unit Prices: A list of unit prices is included in Part 3. Specification Sections
referenced in the schedule contain requirements for materials described under each unit
price-
PART 2 - PRODUCI'S (Not Usec�
PART 3 - EXECUTION
3.1 LIST OF UNIT PRICES
A. Unit Price No. 1— Plywood Sheathing.
UNIT PRICES 01270 -1
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TrD architects Booth Creek Townhomes
Vail, Colorado Exteriot Renovations
970-479-7387 Vail, Colorado
1. Description: Remove and replace damaged plywood sheathing to match exisring
after existing wood siding and building papei is removed, as determined by Owner
and Architect according to Division 6 Section "Rough Carpentry."
2. Unit of Measurement: Per each square foot
END OF SECTION 01270
UNIT PRICES 01270 - 2
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Vail, Colorado
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Exterior Renovations
Vail, Colorado
SECTION 01290 - PAYMENT PROCEDURES
This Section specifies administrative and procedural requirements necessary to prepare and
process Applications for Payment.
SCHEDULE OF VALUES
Coordination: C,00rdinate preparation of the Schedule of Values with preparation of
Contractor's Construction Schedule.
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2.
Correlate line items in the Schedule of Values with other required administrative
forms and schedules, including Application for Payment forms with Continuation
Sheets.
Submit the Schedule of Values to Architect at earliest possible date but no later than
seven days before the date scheduled for submittal of iniiial Applications for
PapmenL
B. Format and Contenr Use the Project Manual table of contents as a guide to establish line
items for the Schedule of Values. Provide at least one line item for each Specification
Section.
1. Identification: Include the following Project identification on the Schedule of
Values:
a. Project name and location.
b. Name of Architect
c. Contractor's name and address.
d. Date of submittaL
2. Submit draft of AIA Document G703 Continuation Sheets.
3. Provide a breakdown o� the Conttact Sum in enough detail to facilitate continued
evatuation of Applications for Payment and progress reports. Coordinate with the
Project Manual table of contents. Provide several line items for princ,ipal
subconttact amounts, where appropriate.
4. Round amounts to nearest whole dollat; total shall equal the Conttact Sum.
5. Provide a separate line item in the Schedule of Values for each part of the Wark
where Applications for Payment may include materials or equipment purchased or
fabrica.ted and stored, but not yet installed
6. Provide separa.te line items in the Schedule of Values for initial cost of materials, for
each subsequent stage of completion, and for total installed value of that part of the
Work.
PAYMENT PROCEDURFS 01290 -1
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Vail, Colorado
970-479-7387
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Vail, Colorado
Each item in the Schedule of Values and Applications for Payment shall be
complete. Include total cost and proportionate share of general overhead and profit
for each item.
a. Temporary facilities and other major cost items that are not direct cost of
actual work-in-place may be shown either as separate line items in the
Schedule of Values or distributed as general overhead expense, at Conttactoi's
option.
8. Schedule Updating. Update and resubmit the Schedule of Values before the ne�t
Applications for Payment when Change Orders or Construction Change Directives
result in a change in the Contract Sum.
APPLICATIONS FOR PAYMENT
Each Application for Payment shall be consistent with previous applications and papments
as certified bp Architect and paid for bp Owner.
1. Initial Application for Payment, Application for Payment at time of Substantial
Completion, and final Application for Payment involve additional requirements.
B. Payment Application Times: The date for each progress papment is indicated in the
Agreement between Oavner and Contractor. The pexiod of construction Work covered by
each Application for Payment is the period indicated in the Agteement
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C. Payment Application Fomis: Use AIA DoGument G702 and AIA Document G703
Continuation Sheets as form for Applications for Papment �
D. Application Preparation: Complete every entry on form. Notarize and execute by a
person authorized to sign legal documents on behalf of Conttactor. Architect will retum
incomplete applications without action.
1. Entdes shall match data on the Schedule of �alues and Contractor s Construction
Schedule. Use updated schedules if revisions were made.
2. Include amounts of Change Orders and Construction Change Ditectives issued
before last day of construction petiod covered by application.
3. 10% Retainage will be withheld from each Application for Payment in accordance
with the Agreement between Owner and Cont�actor.
E. TransmittaL• Submit ] signed and notarized original copy of each Application for Papment
to Architect bv a method ensuring receipt within 24 houts. Include waivers of lien and
similar attachments if required.
F. Waivers of Mechanic s Lien: With each Application for Paymen� submit waivers of
mechanic's lien from every entity who is lawfullp entided to file a mechanic s lie,n arising
out of the Contract and related to the Work covered by the payment
PAYMENT PROCEDURES
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970-479-7387 Vail, Colorado
l. Submit part�al waivers on each item for amount requested in previous application,
after deduction for retainage, on each item.
2. When an application shows completion of an item, submit final or full waivers.
3. Owner reserves the right to design�.te which entities involved in the Work must
submit waivers.
4. Waiver Fortns: Submit waivers of lien on forms, executed in a manner acceptable to
Owner.
' G. Initial Application for Paymenr Administrative actions and submittals that must precede
or coincide with submittal of fitst Application for Papment include the following.
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1. List of subcontractors.
2. Schedule of Values.
3. Contractor's Construction Schedule (preliminary if not final).
4. Copies of building permits.
5. Copies of authorizations and licenses from authorities
perforrnance of the Work.
6. Certificates of insurance and insurance policies.
having jutisdiction for
H. Application for Payment at Substantial Completion: After issuing the Certificate of
Substantial Completion, submit an Application for Payment showing 100 percent
completion for portion of .the Work claimed as substantially complete.
1. Include documentation supporting claim that the Work is substantially complete and
a statement showing an accounting of changes to the Contract Sum.
I. Final Payment Application: Submit final Application for Papment with releases and
' supporting documentation not previously submitted and accepted, including, but not
limited, to the following.
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1. Evidence of completion of Project closeout requirements.
2. Updated final statement, accounting fox final changes to the Contract Sum.
3. AIA Document G706A, "Contractor's Affidavit of Release of Liens."
4. Evidence that claitns have been settled.
PART 2 - PRODUCTS (Not Usec�
PART 3 - EXECUTTON (Not Used)
END �F SE I�N �1290
PAYMENT PROCEI7URES 01290 - 3
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Vail, Colorado F�terior Renovations
970.479-7387 Vail, Colorado
SECTION O1310 - PROiECT MANAGEMENT AND COORDINATION
PART 1 - GFNERAL
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SUMMARY
A. This Section includes administrative provisions for coordinating construction operations
on Project including, but not limited to, the following.
1. Project meetings.
B. See Division 1 Section "Execution Requirements" for procedures for coordinating general
installation and field-engineering services, including establishment of benchmarks and
control points.
' 1.2 COORDINATION
A. Coordination: Coordinate construction operations included�in different Se�tions of the
' Specifications to ensure effic.ient and order�y installation of eac,h part of the Work.
Coordinate construction operations, included in different Sections that depend on each
other for proper installation, connection, and operation.
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Schedule construction operations in sequence required to obtain the best results
where installation of one part of the Work depends on installation of other
components, before oi after its own installation.
Coordinate installation of different components with other contractors to ensure
maximum accessibility for required maintenance, service, and repair.
Make adeguate provisions to accommodate items scheduled for later instal]ation.
Where availability of space is limited, coordinate installation of diffexent components
to ensure maximuna performa.uce and accessibility for required maintenance, service,
and repair of all components, including mechanical and elee�rical.
PROJECT MEETTNGS
General: Schedule and conduct meetings and conferences at Project site, unless otherwise
indicated.
1. Attendees: Inform partic�ipants and others involved, and individuals whose presence
is required, of date and time of each meeting. Notify Owner and Architect of
scheduled meeting da.tes and times.
2. Agenda: Prepare the meeting agenda.. Distdbute the agenda. to all invited attendees.
3. Minutes: Record significant discussions and agreements achieved. Distdbute the
meeting minutes to everyone concerned, including Owner and Architect, within
three days of the meeting.
PROJECT MANAGEMENT AND COORDINA'TION 01310 -1
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TtD architects � � Booth Creek Townhomes
Vail, Colorado Ezterior Renovations
970-479-7387 Vail, Colorado
B. Preconstruction Conference: Schedule a preconstruction conference before starting
consttuction, at a time convenient to Owner and Arclutect, but no later than 15 days after
execution of the Agreement Hold the conference at Project site or another convenient
location. Conduct the meeting to review responsibilities and personnel assigntnents.
C.
1. Attendees: Authorized representatives of Owner, Architect, and theit consultants;
Contractor and its superintendent; ma.jor subcontractors; suppliers; and othes
concemed parties shall attend the conference. All participants at the conference
shall be familiar with Project and authorized to conclude matters relating to the
Work.
2. Agenda: Discuss items of significance that could affect progress, including the
following.
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Tentative construction schedule.
Phasing.
Critical work sequencing and long-lead items.
Designation of.key personnel and their duties.
Procedures for processing field decisions and Change Orders.
Procedures for requests for interpretations (RFIs).
Procedures for processing Applications for Payment
Distribution of the Conttact Docutnents.
Submittal procedutes.
Preparation of Record Documents.
Use of the premises and existing building.
Work restrictions.
Owner's occupancy requirements.
Construction waste management and recycling.
Patking availability.
Office, work, and storage areas.
Equipment deliveries and priorities.
First aid.
Secutity.
Progress�cleaning.
Working hours.
3. Minutes: Axchitect will record and distribute meeting minutes.
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P�ogress Meetings: Conduct progtess meetings at weeklp intexvals. Coordinate dates of
r�eetings with preparation of papment requests. �
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Attendees: In addition to representatives of Owner and Architect, each contractor,
subcontractor, supplier, and other entity concemed with cutrent progress or
i�olved in planni.ng, coordination, or perfo=mance of futute activities shall be
reptesented at these meetings. All participants at the conference shall be familiar
with Project and authorized to conclude matters relating to the Work.
Agenda: Review and cortect or approve minutes of previous progress meeting.
Review other items of significance that could affect progress. Inc�ude topics for
discussion as appropriate to status of Project
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Conttactor's Consttuction Schedule: Review progress since the last meeting.
Detemvne whether each activity is on time, ahead of schedule, oi behind
schedule, in relation to Contractor's Construction Schedule. Detexmine how
construction behind schedule will be expedited; secure commitments from
parties invo�ved to do so. Discuss whether schedule revisions are required to
ensure that current and subsequent activities will be completed within the
Contract Time.
1) Review schedule for next period.
Review present and future needs of each entity presen� including the
following.
1)
2)
3)
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5)
6)
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11)
12)
13)
14)
15)
16)
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20)
Interface requirements.
Sequence of operations.
Status o£ submittaLs.
Deliveries.
Off-site fabrication.
Access.
Site utilization.
Temporary facilities and controls.
Work hours.
Hazards and risks.
Progress cleaning.
Quality and work standards.
Status of correction of deficient items.
Field observations.
Requests for interpretations (RFIs). .
Status of proposal requests.
Pending changes.
Status of Change Orders.
Pending claims and disputes.
Docutnentation of infounation for payt�ent requests.
3. Minutes: Architect will record and distubute to Contractor the meering minutes.
4. Reporting: Distabute minutes of the meering to each party present and to parties
who should have been present
a. Schedule Updating: Revise Conttactor's Construction Schedule after each
progress meeting where revisions to the schedule have been made or
recognized. Issue revised schedule concuttently with the report of each
meeting.
PROJECT MANAGEMENT AND COORDINATTON 01310 - 3
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PART 2 - PRODUCTS (Not Usec�
PART 3 - EXECUTION (Not Usec�
END OF SECTION 07310
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Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
1' �:OJECT MANAGEMENT AND COORDINATION 01310 - 4
' TtD atchitects • �ooth Creek Townhomes
Vail, Colorado Egterior Renovations
' 970-479-7387 Vail, Colorado
SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION
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PART 1 - GENFRAT"
1.1 SUMMARY
A. This Section includes administrat'rve and procedural requirements for documenting the
� progress of construction during performance of the Work, including the following.
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C.
1. Contractor's Consttuction Schedule.
2. Submittals Schedule.
3. Field condition reports.
See Division 1 Section "Papment Procedures" for submittuig the Schedule of Values.
See Division 1 Section "Photogtapluc Documentation" for submitting construction
photographs.
1.2 SUBMITTAIS
A. Submittals Schedule: Submit three copies of schedule. Artange the following information
in a tabular forma�
' 1. Scheduled date for first submittaL
2. Specification Section number and tide.
3. Submittal category (action or infounationa�.
4. Name of subcontractor.
' S. Descxiption of the Work coveted.
6. Scheduled date for Architect's 6nal release or approvaL
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B. Contr�ctor's Construction Schedule: Submit three opaque copies of initial schedule, latge
enough to show entire schedule for entire construction pe,tiod.
C. Field Condition Reports: Submit two copies at time of discovery of differing conditions.
1.3 COORDINATION
A. Coordinate preparation and processing of schedules a.nd reports with performance of
construction activities and with scheduling and reporting of sepazate contractors.
B. Coordinate Conttactor's Construction Schedule with the Schedule of Values, list of
subconttacts, Submittals Schedule, progress reports, payment requests, and other reqtured
schedules and reports.
CONSTRUCTION PROGRESS DOCUMENTATION 01320 -1
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TtD arclutects � � Booth Creek Townhomes
Vail, Colorado Exterior Renovations
970-479-7387 Vail, Colorado
1.4 SUBMITTALS SCHEDULE
A. Preparation: Submit a schedule of submittals, atcanged in chronological order by dates
required by consttuction schedule. Include time required for revie�w, resubmittal, ordering,
manufacturing, fabrication, and delivery when establishing dates.
1.5
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1. Coordinate Submittals Schedule with list of subconttacts, the Schedule of Values,
and Contractor's Construction Schedule.
2. Submit concurrently with the first complete submittal of Contractor's Construction
Schedule.
CONTRACTOR'S CONSTRUCTION SCHEDULF., GENERAL
Time Frame: Egtend schedule from date established for comtnencement of the Work to
date of Final Completion.
B. Milestones: Include milestones indicated in the Contract Documents in schedule,
including, but not limited tq the Commence of Work, Substantial Completion, and Final
Completion, and the following interim milestones:
1. Completion of each individual Building
C. Contract Modifications: For each proposed contract modification and concurrent with its
submission, prepate a time-impact analysis using fragnets to demonstrate the effect of the
proposed change on the ovetall project schedule.
1.6 REPORTS
A. Field Condition Reports: Immediately on discovery of a difference between field
conditions and the Conttact Docume,nts, prepate and submit a detailed report Submit
with a request for interpretation. Include a detailed description of the differing conditions,
together with recommendations for changing the Contract Documents.
PART 2 - EXECUTION
2.1 CON'IRACTOR'S CONSTRUCTION SCHEDULE
A. Contractor's Construction Schedule Updating: At monthly intexvals, update schedule to
reflect actual construction progress and activities. Issue schedule one week before each
regulatty scheduled progress meeting.
1. Revise schedule immediately after each meeting or other activity where revisions
have been recognized or made. Issue updated schedule concurrently with the report
of eac,h such meeting.
2. As the Work progresses, indicate Actual Completion percentage for each acrivity.
CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 2
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B. Distdbution: Distribute copies of approved schedule to Architect, Owne,r, separate
contractors and other patties identified by Contractor with a need-to-know schedule
1 responsibility.
END OF 3ECTION 0]320
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Exterior Renovations
Vail, Colorado
SECTION 0]330 - SUBMITTAL PROCEDURES
This Section includes administrative and procedural requirements for submitting Shop
Drawings, Product Data, Samples, and other submittaLs.
See Division 1 Section "Construction Progress Documentation" foi submitring schedules
and reports, including Contractoi s Construction Schedule.
See Division 1 Section "Quality Requirements" for mockup requirements.
See Division 1 Section "Closeout Procedutes' for submitting wauanties.
See Division 1 Section "Project Record Documents" for submitting Record Drawings,
Record Specifications, and Record Product Data.
DEFINITIONS
Action Submittals: Written and graphic information that requires Architect's responsive
action.
Informational Submittals: Written information that does not require Architect's responsive
action. Submittals may be rejected for not complying with requirements.
SUBMITTAL PROCEDURES
A. Coordination: Coordinate prepatation and processing of submittals with performance of
consttuction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other
submittals, and related activities that require sequential activity.
2. Coordinate transmittal of different types of submittals for related parts of the Work
so processing will not be delayed because of need to review submittals concurtently
for coordination.
a. Architect reserves the right to withhold action on a submittal requiring
coordination with other submittals unCil related submittals aze received.
' B. SubmittaLs Schedule: Comply with requireanents in Division 1 Section "Construction
Progress Docutnentation" for list of submittals and time requirements for scheduled
performance of related construction activities.
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SUBMITTAL PROCEDURES 01330 - 1
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970-479-7387 Vail, Colorado
C. Processing Time: Allow enough time for submittal review, including time for resubmittals,
as follows. Time for review shall commence on Arcliitect's receipt of submitl�L No
extension of the Conttact Time cvill be authorized because of failure to transmit submittals
enough in advance of the Work to permit processing, includ'tng resubmittals.
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3.
Initial Review: Allow seven days for initial review of each submittaL Allow
additional time if coordination with subsequent submittals is required. Architect will
advise Contractor when a submittal being processed must be delayed for
coordination.
Intermediate Review: If intermediate submittal is necessary, process it in satne
manner as initial submittal.
Resubmittal Review: Allow seven daps for review of each resubmittal.
D. Identification: Place a petmanent label or tide block on each submittal for identification.
1. Indicate name of fitm or entity that preparecl each- submtttta� oa 1abe1 or tide block.
2. Provide a space approximately 6 by 8 inches on label or beside tide block to record
Contractor's review and approval markings and action taken by Architect
3. Include the following infonnation on label for processing atid recording action
taken:
a.
b.
c.
d.
e.
f.
g-
h.
Project name.
Date.
Name and address of Architect
Natne and address of Conttactor.
Name and address of subcontractor.
Name and address of supplier.
Name of mannfacturer.
Submittal number or other unic�ue identifier, including revision identifier.
i. Number and tide of appropriate Specification Section.
j. Drawing number and det�il references, as appropriate.
�. I.ocation(s) where product is to be mstalled, as appropriate.
1. Other necessary identification.
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E. Deviations: Hig�light, encircle, or otherwise spec,ifically identify deviations from the
Contract Documents on submittals. �
F. Additional Copies: Unless additional copies are required for final submittal, and unless
Architect obsetves noncompliance with provisions in the Contract Documents, initial
submittal may serve as final submittaL
G. Transmittal: Package each submittal individuallp and appropriately for transmittal and
handling. Transmit each submittal using a transmittal form. Architect will return
submittals, without review, received from sources other tha.n Contractoi.
H. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.
SUBMITTAL PROCEDURFS 01330 - 2
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Vail, Colorado
Note date and content of previous submittal.
Note date and content of revision in label ot tide block and clearly indicate extent of
revision.
Resubmit submittals until they are marked "Reviewed or Furnish as Corrected."
, I. Disttibution: Fumish copies of final submittals to manufacharers, subcontractors,
suppliers, fabricators, installers, authorities hav�ing jurisdiction and others as necessary for
perforinance of construction activities. Show dismbution on transmittal forms.
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Use for Construction: Use only final submittaLs with mark indicating "Reviewed or
Furnish as Corrected" taken by Architect
CONTRACTOR'S USE OF ARCHI'TECT"S CAD FILES
A. General: At Contractor's written reques� copies of Architect's CAD files will be provided
to Contractor for Contractor's use in connection with Proje�t, subject to the following
conditions:
1. At the sole risk of the Conttactor
PART 2 - PRODUCTS
' 2.1 ACTION SUBMITTALS
' A. General: Prepare and submit Action Submittals required bp individual Specification
Sections.
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B. Product Data: Collect information into a single submittal for ea.ch element of consttuction
and type of product or equipment
1. If information must be specially prepared for subinittal because standard printed
data are not suitable for use, submit as Shop Drawi�gs, not as Product Data.
2. Mark each copy of each submittal to show which product4 and options are
applicable.
3. Include the following information, as applicable:
a. Manufacturer s written recommendations.
b. Manufacturer's product specifications.
c. Manufacturer's installation instructions.
d. Manufactuter's catalog cuts.
e. Compliance with spec,ified referenced standatds.
4. Number of Copies: Submit five copies of Product Data, unless otherwise indicated.
, Arclutect will return four copies. Matk up and retain one returned copy as a Project
Record Document
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TtD architects � � Booth Creek Townhom�s
Vail, Colorado Ezterior Renovations
970-479-7387 Vail, Colorado
G Shop Drawings: Prepate Project-specific infonnation, drawn accurately to scale. Do not
base Shop Drawings on reproductions of the Contract Dacuments or standard printed
data, unless submittal of Architect's CAD Drawings is othetwise peunitted].
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1. Preparation: Fully illustrate requirements in the Contract Documents. Include the
following information, as applicable: �
a. Dimensions.
b. Identification of products.
c. Fabrication and installation drawings.
d. Templates and patterns.
e. Schedules.
f. Notation of coordination requitements.
g. Notation of dimensions established by field measurement
h. Relationship to adjoining constcuction cleatly indicated.
2. Sheet Size: Egcept for templates, patterns, and similar full-size drawings, submit
Shop Drawings on sheets at least 8-1 /2 bp 11 inches but no larger than 30 by 40
inches.
3. Nutnber of Copies: Submit two opaque (bonc� topies of each submittal. Arclutect
will retum one copy.
D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of
these characteristics with other elements and for a comparison of these characteristics
between submittal and actual component as delivered and installed.
1. Transmit Samples that contain multiple, related components such as accessories
together in one submittal package.
2. Identification: Attach label on unexposed side of Samples that includes the
%llowing.
a. Generic description of Sample.
b. Product name and name of manufacturer.
c. Sample source.
d Number and tide of appropriate Spec,ification Section.
3. Disposition: Maintain sets of approved Samples at Project site, available for quality-
control compatisons throughout the course of consttuction activity. Sample sets
may be used to determine final acceptance of consttuction associat�d with each set
4. Samples for Verification: Submit full-size units or Samples of size indicated,
prepared from same material to be used for the Work; cured and finished in manner
specified, and physically identicai with material or product proposed for use, and that
show full range of color and tezture variations expected. Samples include, but are
not limited to, the following: partial sections of manufactuted or fabricated
components; smali cuts or containers of materials; complete units of repetitively used
materiaLs; swatches showing color, tegture, and pattem; color range sets; and
components used for independent testing and inspection.
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970-479-7387
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• �ooth Creek Townhomes
Exterior Re,novations
Vail, Colorado
Number of Samples: Submit three sets of Samples. Architect will retain one
Sample set; remainder will be returned. Mark up and retain one retumed
Sample set as a Project Record Sample.
Submittals Schedule: Comply with requirements specified in Division 1 Section
"Construction Progress Documentation."
Application for Paymen� Comply with requirements specified in Division 1 Section
"Papment Procedures."
Schedule of Values: Comply with requirements specified in Division 1 Section "Payment
Procedures."
INFORMATIONAL SUBMITTALS
General: Prepare and submit Infonnational Submittals required bp other Specification
Sections.
1. Number of Copies: Submit two copies of each submittal, unless otherwise indicated.
Architect will not retum copies.
2. Certificates and Certifications: Provide a notarized statement that in�ludes signature
of entity responsible for preparing certification. An officer shall sign certificates and
certifications or other individual authorized to sign documents on behalf of that
entity.
Conttactor's Consttuction Schedule: Comply with requirements specified in Division 1
Section "Construction Progress Documentation."
Produet Cerfificates: Prepate written statements on manufacturer's letterhead certifying
that product complies with requirements in the Conttact Documents.
Material Certificates: Prepare written statements on manufactuter's letterhead certifying
that material complies with requiremeats in the Cornraet Documents.
E. 1Vlaintenance Data: Prepare written and graphic instruetions and ptocedures for operation
and nonnal maintenance of products and equipment Comply with requiremeuts specified
' in Division 1 Section "Operation and Maintenance Data."
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F. Manufactuter's Insttuctions: Prepaze written or published information that documents
manufacturer's recommendations, guidelines, and procedures for installing oi operating a
product or equipment Include name of product and name, address, and telephone
nutnber of manufactuter.
G. Insura�ce Certificates and Bonds: Prepaze written infonnation indicating current status of
insurance or bonding coverage. Include name of entity covered bp insurance or bond,
limits of coverage, amounts of deduct�bles, if any, and term of the coverage.
SUBMITTAL PROCEDURES 01330 - 5
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TtD architects Booth Creek Townhomes
Vail, Colorado Exterior Renovations
970-479-7387 Vail, Colorado
H. Material Safety Data Sheets (MSDSs): Submit inforination direcdy to Owner, do not
submit to Architect.
1. Architect will not review submittals that include MSDSs and will return them for
resubmittal.
PAR'C 3 - EXECUTION
3.1 CON'IRACTOR'S REVIEW
A. Review each submittal and check for coordination with other Work of the Contract and
for compliance with the Contract Documents. Note corrections and field dime,nsions.
Mark with approval stamp before submitting to Architect
B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project
name and location, submittal number, Specification Section tide and number, name of
reviewer, date of Contractor's approval, and statement certifying that submittal has been
reviewed, checked, and approved for compliance with the Contract Documents.
3.2 ARCHI'TECT'S ACT'ION
A. General: Arcbitect wrll not r�e�vrew submittals tbat do not ,bear Con�ractor's app�,oval
stam�n abai will retum tbem without action •
B. Action• Submittals: Architect will review each submittal, make marks to indicate
corrections or modifications required, and retutn it Arclutect will stamp each submittal
with an action stamp and will mark stamp appropriately to indicate action taken, as follows:
1. Final Unrestricted Release: Where the submittal is marked "Reviewed", the Work
covered by the submittal may proceed provided it complies with the Contract
Documents. Final acceptance will depend on that eomplianee.
2. Final-but-Restricted Release: Where the submittal is marked "Fumish as Corrected,"
the Work covered by the submittal may proceed provided it complies both with
Architect's notations and corrections on the submittal and the Contract Documents.
Final acceptance will depend on that compliance.
3. Retumed for Resubmittal: Where the submittal is marked "Revise and Resubmit," do
not proceed with the Work covered by the submittal, including purchasing,
fabrication, delivery, or other activity for the product submitted. Revise or prepaze a
new submittal according to Architect's notations and corrections.
4. Rejected: Where the submittal is marked "Rejected," do not proceed with the Work
covered by the submittal. Prepare a new submitt�.l for a product that complies with
the Conttact Documents.
5. Incomplete: Where the submitral is marked "Submit Specified Item,' do not proceed
with the Work covered by the submittal. Prepare additional information requested,
or required by the Contract Documents, that indicates compliance with
requirements.
SUBMITTAL PROCEDURES
01330 - 6
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Vail, Colorado Exterior Renovations
970-479-7387 Vail, Colorado
6. Other Action: If the submittal is primarilp for information purposes, record
purposes, special processing, or other conttactor activity, the submittal will be
returned marked "Action Not Required."
C. Infonnational Submittals: Architect will review each submittal and will not retum it, or will
return it if it does not comply with requirements. Architect will foravatd each submittal to
appropriate party.
D. Partial submitrtals are not acceptable, will be considered non-responsive, and will be
retumed without review.
E. Submittals not required by the Contract Documents may not be reviewed and may be
discarded.
END OF SECTION 0]330
SUBMITTAL PROCEDURES 01330 - 7
' TtD architects
Vail, Colorado
' 970-479-7387
1
PART 1 - GENERAL
' 1.1 SUMMARY
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•Booth Creek Townhomes
SECTION 01400 - OUALITY REQUIREMENTS
Exterior Renovations
Vail, Colorado
' A. This Section includes administrative and procedural requirements for quality assurance and
quality controL
' 1.2 DEFINITIONS
' A. Quality-Assurance Services: Activities, actions, and procedures perfomned before and
duting execution of the Work to guatd against defects and deficiencies and substantiate
that proposed construction will comply with requirements.
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B. Mockups: Full-size, physical assemblies that are consttucted on-site. Mockups are used to
verify selections made under sample submittals, to demonstrate�aesthetic effects and, where
indicated, qualities of materials and egecution, and to review consttuction, coordination,
testing, or operation; they ate not Samples. Approved mockups establish the standard by
which the Wor� will be judged.
C. Experienced: When used with an entity, "egperienced" means having successfully
completed a minimum of five previous projects similat in size and scdpe to this Projec�
being familiar with special requirements indicated; and having complied with requirements
of authorities havmg jurisdiction.
CONFLICTING REQUIRF.MF.NTS
A. General: If compliance with two or more standards is specified and the standards establish
different or conflicting requirements for miniinum quantities or quality levels, comply with
the most shingent requirement Refer uncertainties and requirements that aze different,
but apparendy equal, to Architect for a decision before proceeding.
B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified
shall be the minimum provided or performed. The actual installation may comply exactly
with the minimum quantity or quality specified, or it may egceed the minimum within
reasonable limits. To comply with these requiresnents, indicated numeric values are
minimum or magimum, as appropriate, for the context of requirements. Refex
uncertainties to Architect for a decision before proceeding.
QUALITY REQUIREMENTS 01400 -1
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TtD architects � � Booth Creek Townhomes
Vail, Colorado Egtexior Renovations
970-479-7387 Vail, Colorado
1.4 QUALITY ASSURANCE
A. GeneraL• Qualifications paragraphs in this Article establish the minimum qualification
levels required; individual Specification Sections specifp additional requirements.
B. Installer Qualifications: A fi�m or individual experienced in installina, erecting, or
assembling work similar in material, design, and e�ent to that indicatec� for this Project,
whose work has resulted in construction with a record of successful in-service
perfoimance.
C. Manufacturer Qualifications: A firm experienced in manufacturing products or systems
similar to those mdicated for this Project and with a record of successful in-service
performance, as well as suffic.ient production capacity to produce required units.
D. Fabricator Qualifications: A fitm egperienced in producing products similar to those
indicated for this Project and with a record of successfi�l in-service performance, as w�ll as
sufficient production capacity to produce requixed units.
E. Mockups: Before instalting portions of the Work requiting mockups, build mockups for
each form of consttuction and finish required to comp�y with the following requirements,
using materials indicated for the completed Work:
1. Build moc�ups in location and of size indicated or, if not indicated, as directed by
Architect
2. Notify Architect seven days in advance of dates and times when mockups will be
constructed.
3. Demonstrate the proposed tange of aesthetic effects and workmanship.
4. Obtain Architect's approval of mockups before starting work, fabrication, or
construction.
5. Maintain mockups duting construction in an undisturbed condition as a standard for
judging the completed Work.
6. Demolish and remove mockups when directed, unless otherwise indicated.
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F. Laboratory Mockups: Comply with requirements of preconstruction testing and those '
specified in individual Sections in Divisions 2 through 16.
PART 2 - PRODUCI'S (Not Use�
PART 3 - EXECUTION
3.1 REPAIR AND PRO'I�CTION
A. GeneraL• On completion of tesring, inspecting, sample taking, and similar services, repair
damaged construction and restore substrates and finishes.
QUALITY REQUIRF.MF.NTS 01400 - 2
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Vail, Colorado Exterior Renovations
970-479-7387 Vail, Colorado
1. Provide materiaLs and comply with installation requirements specified in other
Specification Sections. Restore patched areas and extend restoration into adjoining
areas with dutable seams that are as invisible as possible.
2. Comply with the Contract Document requirements for Division I Section "Cutting
and Patching."
B. Protect consttuction exposed bp or for quality-control service acrivities.
C. Repair and protection are Contractor's responsibility, regardless of the assignment of
responsibility for qualitq-control services.
END OF SECTION 01400
QUALITY REQUiRF.MF.NTS 01400 - 3
' TtD architects
Vail, Colorado
� 970-479-7387
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PART 1 - GENERAL
1.1
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SECTION 01420 - REFERENCES
•Booth Creek Townhomes
Egteaior Renovations
Vail, Colorado
A. General: Basic Contract definitions are included in the Conditions of the Contract.
B. "Approved": When used to convey Architect's action on Contractor's submittaLs,
1 applications, and requests, "approved" is limited to Architect's duties and responsibilities as
stated in the Conditions of the Contract
� C. "Directed": A command or instruction by Architect Other terms including "requested,"
"authorized,�� nSP�eCtC(�,�� "a�provP��� ��I�lllt�,�� 1IId ��pesmitted�� have the same meaning
as "directed."
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D. "Indicated": Requirements expressed by graphic representations or in written fonn on
Drawings, in Specifications, and in othex Contract Documents. Other terms including
"shown," "noted," "scheduled," and "specified" have the same meaning as "indicated."
E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having
� jutisdiction, and niles, conventions, and agreements within the construction industry that
control performance of the Work.
, F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly,
installation, and similar operatibns.
� G. "Install": Operations at Project site including unloading, temporatily storing, unpacking,
assembling, erecting, placing, anchoring, app�ying, working to dimension, finishing, curing,
protecting, cleaning, and similar operations.
� H. "Provide": Fumish and install, complete and readp for the intended use.
I. "Project Site": Space availa.ble for performing construction activities. The ement of
� Project site is shown on Drawings and may or may not be identical with the desc�iption of
the land on which Project is to be built
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INDUSTRY SI'ANDARDS
A. Applicability of Standards: Unless the Contract Documents include more stringent
requitements, applicable construction industry standards have the same force and effect as
if bound or copied directly into the Contract Documents to the egtent referenced. Such
srandards are made a part of the Conttact Documents by reference.
R.E:FERENCES 01420 -1
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TrD architects � � Booth Creek Townhomes
Vail, Colorado Exterior Renovations
970-479-7387 Vail, Colorado
B. Publication Dates: Complp with standards in effect as of date of the Conttact Documents,
unless otherwise indicated.
C. Copies of Standards: Each entity engaged in consttuction on Project should be familiar
with industry standards applicable to itS construction activity. Copies of applicable
standards are not bound with the Contract Documents.
1. Where copies of standards are needed to perfonn a required construction activity,
obtain copies direcdy from publication source.
PART 2 - PRODUCI'S (Not Usec�
PART 3 - EXECUTION (Not Used)
END OF SE(�"TION 0142Q
REFERENCFS 01420 - 2
' TtDarchitects • •Booth Creek Townhomes
Vail, Colorado Extesior Renovations
� 970-479-7387 Vail, Calorado
SECTION OL500 - TEMPORARY FACILITIES AND CONTROLS
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PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes requirements for temporary utilities, support facilities, and secutity
and protection facilities.
B. See Division 1 Section "Execution Requirements" for ptogress clea.ning requirements.
C. See Divisions 2 through 16 Sections for temporary heat, ventilation, and humidity
require�nnents far products in those Sections.
1.2 DEFINITIONS
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A. Pertnanent Enclosure: As determined by Archit�ct, permanent or temporary roofing is
� complete, insu]ated, and weathertight; e$terior walls are insulated and weathertight; and all
openings aze closed with permanent construction or substantial temporary closutes.
1.3 USE CHARGES
1.4
A. Water Service: Water from Owner's existing water system is availa.ble for use without
metering and without papment of use chatges. Provide connections and extensions of
services as required for construction operations.
B. Electric Power Service: Electric power from Owner's egisting system is available for use
without metering and without payment of use charges. Provide connections and
extensions of services as required for construction operations.
A.
QUALITY ASSURANCE
Flectric Service: Comply with NECA, NEMA, and UL standards and regulations for
temporary electtic service. Install service to comply with NFPA 70.
PART 2 - PRODUCI'S
2.1 MATERiAIS
A. Portable Chain-Link Fencing: Minimum 2-inch, 9-gage, gatvanized steel, chain-link fabric
fencin� minimum 6 feet high with galvanized steel pipe posts; minimum 2-3/8-inch- OD
T�MPORARY FACILI'PIES AND CONTROIS
01500 -1
TrD architects � � Booth Creek Townhomes
Vail, Colorado Exterior Renovations
970-472-7387 Vail, Colorado
line posts and 2-7/8-inch- OD corner and pull posts, with 1-5/8-inch- OD top and
bottom raiLs. Provide galvanized steel bases for supporting posts.
2.2
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EQUIPMENT
Fire Extinguishers: Portable, UL rated; with class and egtinguishing agent as required by
locations and classes of fire exposures.
PART 3 - EXECUTTON
3.1 INSTAI.I.ATION, GENERAL
A. Locate facilities where they will serve Project adequately and result in minimum
interference with performance of the Work. Relocate and modify facilities as required by
progtess of the Work.
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TEMPORARY UTILITY INSTAIJ.ATION
General: Install temporary service or connect to egisting service.
B. Water Service: Use of Owner's existing water seivice facilities will be petmitted, as long as
facilities ate cleaned and ��aintained in a condition acceptable to Owner. At Substantial
Completion, restore these facilities to condition existing before initial use.
C. Sanitary Facilities:.�.Provide temporary toilets, wash fac,ilities, and drinking watei for use of
co�istruction pexsonneL Comply with authorities having jurisdiction for type, number,
location, opetation, and maintenance of fiztures and facilities.
D. Flectric Power Service: Use of Owner's e.sisting electric power setvice will be permitted, as
long as equipment is maintained in a condition acceptable to Owner.
3.3 SUPPORT FACILITIFS INSTALI.ATION
A. Parking. Use designated areas of Owner s existing parking azeas for construction
personnel.
B. Waste Disposal Facilities: Pmvide waste-collection containexs in sizes adequa.te to handle
waste from consttuction opetations. Complp with requirements of authorities having
jurisdiction. Comply with Division 1 Section "Execution Requirements" for progress
cleaning requirements.
C. Lifts and Hoists: Provide facilities necessaty for hoisting materials and petsonnel.
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TEMPORARY FACILITIES AND CONTROLS 01500 - 2
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Vail, Colorado Egterioi Renovations
� 970-479-7387 Vail, Colorado
1. Truck cranes and similar devices used for hoisting materiaLs are considered "tools
and equipment" and not temporaty facilities.
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3.4 SECURITY AND PROTECTION FACILITTES INSTALLATTON
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A. Environmental Protection: Provide protection, operate temporaty facilities, and conduct
construction in ways and by methods that comply with environmental regiilations and that
minimize possible air, waterway, and subsoil cont�min�tion or pollution or other
undesirable effects.
� B. Temporary Erosion and Sedimentation CohtroL• Provide measures to prevent soil erosion
and dischatge of soil-beating water runoff and airbome dust to adjacent properties and
walkways, according to requirements of authorities having jurisdicrion.
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C. Stormwater Control: Comply with authorities having jurisdiction. Provide bartiers in and
azound excavations and subgrade consttuction to prevent tlooding by runoff of stormwatet
from heavy rains.
D. Tree and Plant Protection: Install temporary fencing located as indicated or outside the
drip line of trees to protect vegetation from damage ftom construction opetations. Protect
tree root systems &om damage, flooding, and erosion.
E. Pest ControL• Engage pest-control service to recommend practi�es to minimize atttaction
and harboring of rodents, roaches, and other pests and to perfomn ezteunination and
control procedures at regulat intervals so Project will be free of pests and their residues at
Substantial Completion. Obtain extended warranty for Owner. Perform control
operations lawfullp, using envitonmentally safe matetials.
F. Site Enclosure Fence: Before construction operations begin, fixmish and install site
� enclosure fence in a manuer that will prevent people and animals from easily entering site
except by enttance gates.
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1. E.xtent of Fence: As required to enclose entire Project site or portion determined
sufficient to accommodate consttuction operations.
� G. Barrica.des, Waming Signs, and Lights: Comply with requirements of authorities having
jurisdiction for erecting structurally adequate batrica.des, including warning signs and
lighting•
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H. Temporary Enclosures: Provide temporary enclosures for protection of construction, in
progress and completed, from egposure, foul weather, other construction operations, and
similar activities. Provide temporary weathertight enclosute for building exterior.
I. Temporary Fire Protection: Install and maintain temporary fite-protection facilities of
types needed to protect against reasonably predictable and controllable fite losses. Comply
with NFPA 24�.
Prohibit smoking in consttuction areas.
TEMPORARY FACILITTES AND CONTROLS 01500 - 3
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Vail, Colorado
970-479-7387
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� Booth Creek Townhomes
Exteriox Renovations
Vail, Colorado
2. Supesvise welding operations, combustion-tqpe temporaty heating units, and similar
sources of fire ignition according to requirements of authorities having jutisdiction.
3. Develop and supervise an overall fire-prevention and -protection program for
personnel at Project site. Review needs with local fire depattment and establish
procedures to be followed Instruct personnel in methods and procedures. Post
warnings and inforrnation.
OPERATTON, TERMINATION, AND REMOVAL
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A. Supervision: Enforce stdct discipline in use of temporary fac.ilities. To minimize waste
and abuse, limit availability of temporuy facilities to essential and intended uses. �
B. Maintena�ce: Maintain fac,ilities in good operating condition until removaL
C. Termination and Removal: Remove each temporary facility when need for its service has
ended, when it has been replaced bp authorized use of a permanent fac,ility, or no later than
Substantial Completion. Complete or, if necessary, restore pemoanent construction that
may have been delaqed because of interference with temporary facility. Repair damaged
Work, clean exposed surfa�es, and replace construction that cannot be satisfactorily
repaired.
1. Materials and facilities that constitute temporaty facilities are property of Contractor.
Owner reserves right to take possession of Ptoject ide,ntification signs.
2. At Substantial Completion, clean and renovate permanent facilities used during
construction period. Comply with final cleaning requirements specified in Division 1
Section "Closeout Procedures."
END OF SECTION 01500
TEMPORARY FACILITIES AND CONTROIS
01500 - 4
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Vail, Colorado
970-479-7387
• �Booth Creek Townhomes
�terior Renovations
Vail, Colorado
SECTION 01600 - PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1
1.2
SUMMARY
A. This Section includes administrative and procedural requirements for selection of products
for use in Project; product delivery, storage, and handling; manufacturers' standard
wartanties on products; special watranties; product substitutions; and comparable products.
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C.
See Division 1 Section "Closeout Procedures" for submitting wartanties for Contract
closeout
See Divisions 2 through 16 Sections for specific requirements for warranties on products
and installations specified to be wartanted.
DEFINITIONS
A. Products: Items purchased for incoiporating into the Work, whether purchased for
Project or taken from previously purchased stock. The teim "product" includes the tetms
n�t�n n��m��n n�stern," and ter�ns of similar intent
2.
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Named Products: Items identified by manufacturer's product name, including ma.ke
or model numbes or othex designation shown o= listed in manufacturer's published
product literature, that is current as of date of the Contract Documents.
New Products: Items that have not previously been incorporated into another
project or facility, egcept tha.t products consisting of recycled-content materials are
allowed, unless ezplicidy stated othe,twise. Pioducts satvaged or recycled from other
projects are not considered new products.
Comparable Product Product that is demonstrated and approved through submittal
process, or where indicated as a product substitution, to have the indicated qualities
rela.ted to type, function, dimension, in-service performance, physical prope,tties,
appearance, and other characteristics that equal or exceed those of specified product
B. Substitutions: Changes in products, materiaLs, equipment, and methods of construction
ftom those requited by the Conttact Documents and proposed by Contractor.
C. Basis-of-Design Product Specification: Where a specific manufacturex's product is named
and accompanied by the words "basis of design," including make or model number or
other designation, to establish the significant qualities related to type, function, dimension,
in-service performance, phpsical properties, appearance, and other chatacteristics for
purposes of evaluating comparable products of other named manufacturers.
PRODUCT REQUIREMENTS 01600 -1
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TtD architects
� ' Booth Creek Townhomes
Vail, Colorado F�xterior Renovations
970-479-7387 Vail, Colorado
1.3 SUBMITTAI.S
A. Substitution Requests: Submit three copies of each request for consideration. Identify
product or fabrication or installation method to be replaced. Include Specifica.tion Section
number and title and Drawing numbers and tides.
1. Documentation: Show compliance with requirements for substitutions and the
following, as applicable:
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Statement indicating why specified material or product cannot be provided
Coordination information, including a list of changes or modifications needed
to other parts of the Work and to consttuction performed by Owner and
separate conttactors that will be necessaty to accommodate proposed
substitution.
Detailed compatison of significant qualities of proposed substitution with
those of t6e Work specified Significaat qualitiES map mclude atttibutes such
as performance, weight, size, durability, visual effect, and specific featutes and
requirements indicated.
Product Data, including drawings and descriptions of products and fabrication
and installation procedutes.
Samples, whexe applica.ble or requested.
List of similat xnstallations for completed projects with project names and
addresses and names and addresses of architects and owners.
Matetial test reports ftom a qualified testing ag�ency indicating and interpreting
test results fo= compliance with requirements indicated.
Research/evaluation reports evidencing compliance with building code in
effect for Project, from a model code orgauization acceptable to authorities
having jurisdiction. .
Detailed comparison of Contractor's Construction Schedule using proposed
substitution with products specified for the Work, including effect on the
overall Contract Time. If specified product or method of consttuction cannot
be provided within the Contcact Time, include letter from manufactuter, on
manufacturer's letterhead, stating lack of ava�ab�lity or delays in delivery.
Cost information, including a proposal of change, if anp, in the Conttact Sum.
Contractor's certification that proposed substitution complies with
requirements in the Contract Documents and is appropriate for applications
indicated.
Contractor's waiver of rights to additional payment or titne that may
subsequently become necessaty because of failure of proposed substitution to
produce indicated iesults.
2. Architect's Action: If necessazy, Architect will request additional infor�nation ox
documentation for evatuation within 7 days of receipt of a request for substitution.
Architect will norify Contractor of ac�eptance or rejection of proposed substitution
within 10 days of receapt of request, or 7 days of receipt of additional information or
documentation, whichever is later.
a. Form of Acceptance: Change Order.
PRODUCT REQUI][tEMEN'TS 01600 - 2
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Egterior Renovations
Vail, Colorado
Use product specified if Architect cannot make a decision on use of a
proposed substitution within time allocated.
B. Compatable Product Requests: Submit three copies of each request for consideration.
Identify product or fabrication or installation method to be replaced. Include Specification
Section number and tide and Drawing numbers and tides.
1. Architect's Action: If necessary, Architect will request additional infomaation or
dociunentation for evaluation within one week of receipt of a comparable product
request. Architect will notify Contractor o€ approval or rejection of proposed
comparable product request within 7 days of receipt of request, or 7 daps of receipt
of additional infonnation or documentation, whichever is later.
a. Fonn of Approval: As specified m Division 1 Section "Submittal Procedures."
b. Use product specified if Architect cannot make a decision on use of a
comparable product request within time allocated.
' C. Basis-of-Design Product Specification Submittal: Comply with requirements in Division 1
Section "Submittal Procedures." Show compliance with requitements.
� 1.4 QUALITY ASSURANCE
A. Compatibilitp of Options: If Conttactor is given option of selecting between tavo or more
� products for use on Project, product selected shall be compatible with products pieviously
selected, even if previously selected products were also options.
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PRODUCT DELIVF.RY, STORAGE, AND HANDLING
Deliver, stare, and handle products using means and methods that will prevent damage,
deterioration, and loss, including theft. Comply with manufacturer's written instructions.
Delivery and �Iandling
1. Schedule delivery to minimize long-term storage at Project site and to prevent
overcrowding of construction spaces.
2. Coordin�te delivery with installation time to ensure minimuin holding time for items
that are flammable, hazardous, easily damaged, or sensitive to detexioration, theft,
and other losses.
3. Deliver products to Project site in an uudamaged condition in manufacturer's
original sealed container or other packaging system, complete with labels and
instructions for handling, storing, unpacking, protecting, and installing.
4. Inspect products on delivery to ensute compliance with the Contract Documents
and to ensure that products are undamaged and properly protected.
Storage:
PRODUCT REQUI][tEMENTS 01600 - 3
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TtD architects Booth Creek Townhomes
Vail, Colorado Egtezior Renovations
970-479-7387 Vail, Colorado
l. Store products to allow for inspection and measurement of quantity or counting of
units.
2. Store materiaLs in a manner that will not endanger Project structure.
3. Store products that are subject to damage by the elements, under cover in a
weathertight enclosure above ground, with ventilation adequate to prevent
condensation.
4. Store cementitious products and matetials on elevated pla.tfornns.
5. Store foam plastic from exposute to sunlight, except to egtent necessary for period
of installation and concealment
6. Comply with product manufacturer's written instcuctions for temperature, humidity,
ventilation, and weathet-protection requirements foi storage.
7. Protect stored products from damage and liquids from freezing.
1.6 PRODUCT WARRANTTFS
A. Watranties specified in other Sections shall be in addition to, and run concurtent with,
other wattanties required by the Contract Doc�unents. Manufaeturer's disclaimers and
limitations on product warranties do not relieve Contractor of obli�ations under
requirements of the Contract Documents.
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1. Manufacturer's Watranty: Preprinted written watranty published by individual
manufacturer for a particular product and specifically endorsed by manufacturer to
Owner.
2. Special Warranty: Written wattanty required by or incorporated into the Conttact
Documents, either to extend time limit provided by manufacturer's warranty or to
provide more rights for Owner. _
Special Wartanties: Prepare a written document that contains appropriate terms and
identification, ready for egecution. Submit a dtaft for approval before final egecution.
1. Manufactuter s Standard Form: Modified to include Project-specific inforrnation
and properly.executed
2. Specified Form: Wh,en specified forms ate in�luded with the Specifications, prepate
a written document using appropriate form propetly eaecuted.
3. Refer to Divisions 2 through 16 Sections for specific content requirements and
particular requirements for submitting special warranties.
Submittal T"une: Comply with requirements in Division 1 Section "Closeout Procedutes."
PART 2 - PRODUCTS
2.1 PRODUCT SELECT'ION PROCEDURFS
A. General Product Requirements: Provide products that comply with the Contract
Documents, that are undamaged and, unless otheiwise indicated, that are new at time of
installation.
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PRODUCT REQUTi�tF1�F.NT'S 01600 - 4
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1. Provide products complete with accessories, trim, finish, fasteners, and other items
needed for a complete installation and indicated use and effect
2. Standatd Products: If available, and unless custom products or nonstandard options
are specified, provide standard products of types that have been produced and used
successfully in similar situations on other projects.
3. Owner reserves the right to limit selection to products with warranties not in conflict
with requirements of the Contract Documents.
4. Where products are accompanied by the temi "as selected," Architect will make
selection.
5. Where products are accompanied by the term "match sample," sample to be
matched is Architect's.
6. Descriptive, performance, and reference standard requirements in the Specifications
establish "salient characteristics" of products.
Product Selection Procedures:
1. Produc� Where Specifications name a single product and manufacturer, provide the
named product that complies with requirements.
2. Manufactuter/Source: Where Specifications name a single manufacturer oi source,
provide a product by the named manufacturer or source that complies with
requirements.
3. Products: Where Specifications include a list of names of both products and
manufacturers, provide one of the products listed that complies with requitements.
4. Manufacturers: Where Spec�fications include a list of manufactuters' names, provide
a product by one of the manufacturers listed that complies with requ.irements.
5. Available Products: Where Specifications include a list of names of both products
and manufactuters, provide one of the pioducts listed, or an unnamed product, that
compl�es with requirements. Comply with provisions in Part 2"Comparable
Products" Article for consideration of an unnamed product
6. Available Manufacturers: Where Specifications include a list of manufacturers,
provide a product by one of the manufacturers listed, or an unnamed manufactuter,
that complies with requirements. Comply with provisions in Part 2"Comparable
Products" Article for consideration of an unaamed producL
7. Product Options: Where Specifications indicate that sizes, profiles, and dimensional
requirements on Drawings ate based on a specific product or system, provide the
specified product or system. Comply with pxovisions in Part 2"Product
Substitutions" Article for consideration of an unnamed product or spstem.
8. Basis-of-Design Produc� Where Specifications name a product and include a list of
manufacturets, provide the specified pioduct or a compata.ble pioduct by one of the
other named manufacturers. Drawings and Specifications indicate sizes, profiles,
dimensions, and other characteristics that are based on the product named. Comply
with provisions in Part 2"Comparable Products" Article for consideration of an
unnamed product by the other named manufactuters.
9. Visual Matching Specification: Where Specifications require matching an established
Sample, select a produd that complies with requirements and matches Architect's
sample. Architect's decision will be final on whether a proposed pioduct matches.
PRODUCT REQUTRF.MF.NTS 01600 - 5
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TtD architects
Vail, Colorado
970-479-7387
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Booth Creek Townhomes
F,xtexior Renovations
Vail, Colorado
If no product available within specified category matches and complies with
other specified requirements, comply with provisions in Part 2"Product
Substitutions" Article for proposal of product
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10. Visual Selection Specification: Where Specifications inchide the phrase "as selected
from manufacturer's colors, pattems, textures" or a similar phrase, select a product �
that complies with other specified requirements.
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Standard Range: Where Specifications include the phrase "standard range of
colois, patterns, textures" or similar phrase, Architect will select color, pattern,
density, or texture from manufacturer s product line that dces not include
premium items.
Full Range: Where Specifications include the phrase "full range of colors,
patterns, textures or similar phrase, Architect will select color, pattern,
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density, or texture from manufacturer's product line that includes both
standatd and premium items.
2? PRODUCT SUBSTITUTTONS
A. T'uning. Architect will consider requests foi substitution if rece,ived within 10 days after
commencement of the Work. Requests received aftet that time may be considered or
rejected at discretion of Architect
B. Conditions: Architect will consider Conttactor's request for substitution when the
following conditions ate satisfied. If the following conditic�ns aze not satisfied, Architect
will retum requests without action, except to record noncompliance with these
requirements:
1.
2.
3.
4.
5.
6.
7.
8.
9.
Requested substitution offers Owner a substantial advantage in cos� time, energy
conservation, oi other considerations, aftex deducting additional responsibilities
Owner must assume. Owner's additional responsibilities may inctude compensation
to Architect for redesign and ev� setvices increased cost of other
construction by Owner, and similat considerations.
Requested substitution does not require egtensive revisions to the Conttact
Documents.
Requested substitution is consistent with the Contract Docutnents and will produce
indicated results.
Substitution request is fullp documented and properlp submitted.
Requested substitution will not adversely affect Conttactor's Construction Schedule.
Requested substitution has received necessary approvals of authorities having
jurisdiction.
Requested substitution is compatt�ble with other portions of the Work.
Requested substitution has been coordinated with other portions of the Work.
Requested substitution provides specified warranty.
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2.3 COMPARABLE PRODUCTS
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A. Conditions: Architect will consider Contractor s request for comparable product when the
following conditions are satisfied. If the following conditions are not satisfied, Architect
will retum requests without action, except to record noncompliance with these
requirements:
1. Evidence that the proposed product does not require extensive revisions to the
Contract Documents, that it is consistent with the Contract Documents and will
produce the indicated results, and that it is compatible with other portions of the
Work.
2. Detailed comparison of significant qualities of proposed product with those named
in the Specifications. Significant qualities include attributes such as perEomnance,
weight, size, dutability, visual effect, and specific features and requitements indicated.
3. Evidence that proposed product provides specified warranty.
4. List of simi]ar installations for completed projects with project names and add�esses
and names and addresses of architects and owners, if requested.
5. Samples, if requested.
PART 3 - EXECUTION (Not Usec�
END OF SECTION 01600
PRODUCT REQUIREMEN'TS 01600 - 7
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� • Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
SECTION 01700 - EXECUTION REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes general procedural requirements goveming execution of the Work
including, but not limited to, the following.
1. General installation of products.
2. Progress cleaning.
3. Protection of installed construction.
4. Correction of the Work.
PART 2 - PRODUCTS (Not Use�
PART 3 - EXECUT'ION
3.1
3.2
EXAMINAT'ION
A. Existing Conditions: The egistence and location of site improvements, utilities, and other
construction indicated as existing are not guaranteed. Before beginning work, investigate
and verify the existence and location of inechanical and electdcal systems and Qther
consttuction affecting the Work.
1. Before construction, verify the location and points of connection of utility services.
B. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or
Applicator present where indicated, for compliance with requirements for installation
tolerances and other conditions affecting performance. Record observatians.
1. Verify compatibility with and suitability of substtates, including compatibility with
existing finishes or primeis.
2. Egamine walls, floors, and roofs for suitable conditions where products and systems
are to be installed.
3. Proceed with installation only after unsatisfactory conditions have been corrected.
Proceeding with the Work indicates acceptance of surfaces and conditions.
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, A. Field Measurements: Take field measurements as required to fit the Work properlp.
Recheck measurements before installing each product Where portions of the Work ate
indicated to fit to other const�vction, verify dimensions of other construction by field
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EXECUTION REQUIREMENTS 01700 -1
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TtD atchitects Booth Creek Townhomes
Vail, Colorado F.�cterior Renovations
970-479-7387 Vail, Colorado
measutements before fabrication. Coordinate fabrication schedule with consttuction
progress to avoid delaping the Work.
B. Space Requirements: Verify space requirements and dimensions of items shown
diagrammatically on Drawings.
C. Review of Contract Docutnents and Field Conditions: Immediately on discovery of the
need for clarifica.tion of the Contract Documents, submit a request for infomoation to
Architect Include a detailed description of problem encountered, together with
recommendations for chang�ng the Contract Documents.
3.3 INSTALI.ATION
A. General: Locate the Wotk and components of the Wotk accurately, in correct alignment
and elevation, as indicated.
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1. Make vertical work plutnb and make horizontal work leveL
2. Where space is limited, install components to mazimize space av�ilable for
maintenance and ease of removal for replacement ,.
3. Conceal pipes, ducts, and wiring in finished ateas, unless othenvise indicated.
Comply with manufactuter's written insttuctions and reconimendations for installing
ptoducts in applications indicated.
Install products at the time and under conditions that will ensure the best possible results.
Maintain conditions required for product performance until Substantial Completion.
D. Conduct construction operations so no part of the Work is subjected to damag�ng
operations or loading in ezcess of that egpected during normal conditions of occupancy.
E. Tools and Equipmen� Do not use tools or equiprnent that produce harmful noise levels.
F. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each
component secutely in place, accurately located and aligned with other portions of the
Work.
1. Mounting Heights: Where mounting heights are not indicated, mount components
at heights directed by Architect
2. Allow for building movement, including thermal e�pansion and contraction.
G. Joints: Make joints of uniform width. Where joint locations in e$posed work are not
indicated, artange joints for the best visual effect Fit egposed connections togethet to
form hairline joints.
H. Hazardous Mateiyals: Use products, cleaners, and installation materials that are not
considered hazardous.
EXECUTION REQUIREMENTS 01700 - 2
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3.4 PROGRESS CLEANING
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A. General: Clean Project site and work areas daily, including common areas. Coordinate
pxogress cleaning for joint-use ateas where more than one installer has worked. Enforce
requirements strictly. Dispose of materials lawfully.
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]. Complp with requirements in NFPA 241 for removal of combustible waste materials
and debris.
2. Do not hold materials more than 7 days duriug nortnal weather or 3 days if the
temperature is expected to rise above 80 deg F.
3. Containerize hazardous and unsanitary waste materials separately from other waste.
Matk containers appropriately and dispose of legallp, according to regulations.
Site: Maintain Project site free of waste materials and debris.
Work Ateas: Clean ateas where work is in progress to the level of cleanliness necessary fo�
proper egecution of the Work.
1. Remove liquid spills promptly.
2. Where dust would impair proper execution of the Work, broom-clean or vacuutn the
entire work area, as approptiate.
D. Installed Work: Keep installed work clean. Clean installed sutfaces according to written
insttuctions of manufacturer or fabricator of product installed, using only cleaning
materiaLs specifically recommended. If specific cleaning materials aze not recommended,
use cleaning materials that aze not hazardous to health or property and that will not
damage exposed surfaces.
E.
F.
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Concealed Spaces: Remove debris from concealed spaces before enclosing the space.
Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to
ensure freedom from damage and deterioration at time of Substantial Completion.
Waste Disposal: Butying or buming waste materiaLs on-site will not be permitted.
Washing waste materials down sewers or into watetways will not be peamitted.
' H. During handling and installation, clean and �rotect consttuction in progress and adjoining
materials already in place. Apply protective covering where required to ensure protection
from damage or detesioration at Substantial Completion.
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I. I.imiting Egposutes: Supervise construction operations to assure that no part of the
construction, completed or in progress, is subject to harmful, dangerous, damaging, or
otherwise deleterious egposute duting the consttuction petiod.
3.5 PROTECTTON OF INSTAI.LED CONSTRUCTION
A. Provide final protection and maintain conditions that ensure installed Work is without
da.mage or dete,rioration at time of Substantial Completion.
EXECUTION REQUIREMENTS 01700 - 3
TrD architects � � Booth Creek Townhomes
Vail, Colorado Exterior Renovations
970-479-7387 Vail, Colorado
B. Comply with manufacturer's written instructions for temperature and relative humidity.
3.6 CORRECI'ION OF THE WORK
A. Repait or remove and replace defective construction. Restore dama.ged substrates and
finishes. Comply avith requitements in Division 1 Section "Cutting and Patching."
1. Repairing includes replacing defective parts, refinishing damaged sutfaces, touching
up with matching materials, and properly adjusting operating equipment
B. Restore permanent facilities use� during construction to their specified condition.
C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be
repaired without visible evidence of repair.
D. Repa.ir components that do not operate properly. Remove and replace operating
components that cannot be repaired.
E. Remove and replace c,hipped, scratched, and broken glass or reflective surfaces.
END OF SECTION 01700
FXFCUTION REQUIREMENTS 01700 - 4
� TtD �rchitects
Vail, Colorado
� 970-479-7387
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PART 1 - GENERAL
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Extexior Renovations
Vail, Calorado
SECTION 01731- CU'I'TING AND PATCHING
This Section includes procedural requirements for cutting and patching.
See Divisions 2 through 16 Sections for specific requirements and limitations applicable to
cutting and patching individual parts of the Work.
QUALITY ASSURI�NCE
Structutal Flements: Do not cut and patch sttuctutal elements in a manner that could
change their load-canying capacity or load-deflection ratio.
B. Operational Flements: Do not cut and patch operating elements and re]ated components
' in a manner that resuits in reducing their capac,ity to perform as intended or that results in
increased maintenance or decreased operational life or safety.
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C. Miscellaneous Flements: Do not cut and patch miscellaneous elements or related
components in a manner that could change their load-carrying capacity, that results in
reduciug their capacity to perform as intended, or that results in increased maintenance or
decteased operational life or safety.
D. Visual Requirements: Do not cut and patch construction in a mannex that results in visual
evidence of cutting and patching. Do not cut and patch construction exposed on the
exterior or in occupied spaces in a mauner that would, in Architect's opinion, reduce the
building's aesthetic qualities. Remove and replace construction that has been cut and
patched in a visually unsatisfactory mannex.
1�: : : : ��'� 11�7
A. Existing Watranties: Remove, replace, patch, and repair materials and surfaces cut or
damaged duting cutting and patching operations, by methods and with materials so as not
to void existing wartanties.
' PART 2 - PRODUCT'S
� 2.1
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MATERIALS
A. General: Comply with requitements specified in other Sections.
CUTTING AND PATCHING 01731 -1
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Vail, Colorado Exterior Renovations
9�p�79_7387 Vail, Colorado
B. In-Place Materials: Use materials identical to in-place materills. For exposed surfaces, use
materials that visually match in-place adjacent surfaces to the fullest egtent possible.
1. If identical materials are unavailable or cannot be used, use materials that, when
installed, will tnatch the visual and functional performance of in-place materials.
PART 3 - F�CUTION
3.1 EXAMINATION
A. Examine surfaces to be cut and patched and conditions under which cutting and patching
are to be performed.
1. Compatibility: Before patching, verify compatibility with and suitability of
substrates, including compatibility with m-p}ace finishes or primers.
2. Proceed with installation only after unsafe or unsatisfactory conditions have been
corrected.
3.2
A.
PREPARATION
Temporary SupporC Provide temporary support of Work to be cut
B. Protection: Protect in-place construction during cutting and patching to prevent damage.
Provide protection from adverse weather conditions for portions of Project that might be
exposed during cutting and patching operations.
C. Adjoining Areas: Avoid interference with use of adjoining areas ox interruption of free
passage to adjoining areas.
D. Existing Utility Services and Mechanical/Electdcal Systems: Wheie existing
services/systems are required to be removed, relocated, or abandoned, bypass such
services/spstems before cutting to mini+r;�e interruption to occupied areas.
3.3 PERFORMANCE
A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting
and patching at the earliest feasible time, and complete without delay.
1. Cut in-place construction to provide for installa.tion of other components or
performance of othet construction, and subsequently patch as required to restore
surfaces to their original condition.
B. Cutting. Cut in-place consttuction bp sawing, drilling, breaking, chipping, grinding� and
similar operations, including excavation, using methods least likely to damage elements
CUTTING AND PATCHING 01731 - 2
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Vail, Colorado Exterior Renovations
970-479-7387 Vail, Colorado
retained or adjoining construction. If possible, review proposed procedures with original
Installer; comply with original Installer s written recommendations.
1.
2.
3.
4.
5.
In general, use hand or small power tools designed for sawing and grinding, not
hammering and chopping. Cut holes and slots as small as possible, neady to size
required, and with minimum disturbance of adjacent surfaces. Temporarily cover
openings when not in use.
Finished Surfaces: Cut or drill from the exposed or 5nished side into concealed
surfaces.
Concrete or Masonry: Cut using a cutting machine, such as an abrasive saw or a
diamond-core drill.
Mechanical and Flectrical Services: Cut off pipe or conduit in walls or partitions to
be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to
prevent entrance of moisture or other foreign matter after cutting.
Proceed with patching after construction operations requiring cutting ar� complete.
C. Patching: Patch construction bp filling, repairing, refinishmg, dc,sing up, and siuu�ar
' opexations following performance of other Work. Patch with dutable seams that ate as
invisible as possible. Provide materials and comply with installation requirements specified
m other Sections.
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1. Inspection: Where feasible, test and inspect patched areas after completion to
demonstrate integrity of installation.
2. F�posed Finishes: Restore eaposed finishes of patched areas and extend finish
restoration into retained adjoining construction in a manner that will eliminate
evidence of patching and refinishing.
3. Floors and Walls: Where walls oi pattitions that ate removed egtend one finished
azea into another, patch and repair floor and wall surfaces in the new space. Provide
an even surface of uniform finish, color, texture, and appearance. Remove in-place
floor and wall coverings and replace with new materiaLs, if necessary, to achieve
uniform color and appeatance.
4. F�terior Building Enclosute: Patch components in a mannes that restores enclosure
to a weathertight condition.
Cleaning. Clean areas and spaces where cutting and patching are performed. Completely
remove paint, mortar, oiLs, putty, and similar mate,tials.
END OF SECTION 01731
CUTTING AND PATCHING 01731 - 3
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TtD architects
Vail, Colorado
970-479-7387
PART 1 - GENERAT.
1.1 SUMMARY
� • Booth Creek Townhomes
F�terior Renovations
Vail, Colorado
SECTION 01732 - SELECTIVE DEMOLITION
A. This Section includes the following.
1. Demolition and removal of selected portions of biulding or structure.
1.2 DEFINITIONS
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A. Remove: Detach items from existing construction and legallp dispose of them off-site,
unless indicated to be removed and salvaged or removed and reinstalled.
B. Remove and Salvage: Detach items from existing construction and deliver them to Owner.
C. Remove and Reinstall: Detach items from existing construction, prepaze them for reuse,
and reinstall them where indicated.
D. Egisting to Remain: Eaisring items of consttuction that are not to be removed and that are
not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.
QUALI'TY ASSUR.ANCE
A. Demolition Firm Qualifications: An egperienced fitm that has specialized in demolition
work similar in material and extent to that indicated for this Project
B. Regulatory Requirements: Comply with goveming EPA notification reg�ilations before
be�inning selective demolition. Comply with hauling -and disposal regnlations of
authorities having jutisdiction.
C. Standatds: Comply with ANSI A10.6 and NFPA 241.
1.4 PROJECT CONDTTIONS
A. Owner will occupy portions of building iminediately adjacent to selective demolition atea.
Conduct selective demolition so Owner's t�perations will not be disrupted.
B. Conditions exisring at time of inspection for bidding purpose will be maintained by Owner
as far as practical.
C. Notify Architect of discrepancies between existing conditions and Drawings before
proceeding with selective demolition.
SEI.ECTTVE DF.MOLITION 01732 - 1
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D. Hazardous Materials:
the Work.
� Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
It is unknown whether hazardous materials will be encountered in
1. If materials suspected of containing hazardous materiaLs are encounte.red, do not
disturb; iminediately notify Architect and Owner. Owner will remove hazardous
materiaLs under a separate contract
E. Storage or sale of removed items or materials on-site is not pertnitted.
F. Utility Service: Maintain existing utilities indicated to rema.in in service and protect them
against damage duting selective demolition operations.
1.5 WARRANTY
A. Existing Wartanties: Remove, teplace, patch, and repair matexiaLs and sutfaces cut or
damaged during selective demolition, by methods and with materials so as not to void
e�st'tng warranties.
PART 2 - PRODUCTS (Not Usec�
PART 3 - F�ECUTION
3.1 EXAMINAT'TON
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A. Survey existing conditions and correlate with requirements indicated to detetmine extent of ,
selective demolition required.
B. When unanticipated mechanical, electrical, or structural elements that conflict with
intended function or design aze encountered, investigate and measure the nature and extent
of conflic� Promptly submit a w�itten report to Architect
C. Sutvey of Existing Conditions: Record egisting conditions by use of ineasured drawings,
preconstruction photographs and preconsttuction videotapes.
3.2
A.
3.3
UTII..ITY SERVICES AND MECHANICAL/ELECTRICAI. SYSTEMS
F�cisting Services/Systems: Maintain services/systems indicated to re*na�n and protect
them aga.inst damage during selective desnolition opetations.
PREPARATION
A. Site Access and Temporaty Controls: Conduct selective demolirion and debris-removal
operations to ensure minim�n interference with roads, stteets, walks, wal�ways, and other
adjacent occupied and used facilities.
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970-479-7387 Vail, Colorado
1. Comply with requirements for access and protection specified in Divisian 1 Section
"Temporaty Facilities and ControLs."
B. Temporary Facilities: Provide temporary bamcades and other protection required to
prevent injury to people and damage to adjacent buildings and facilities to remain.
G Temporary Shoring. Provide and maintain shoring, bracing, and sttuctural supports as
required to preserve stability and prevent movemen� settlement, or collapse of
construction and finishes to +p*na�n, and to prevent unexpected or uncontrolled movement
or collapse of construction being demolished.
' 3.4 SELECTNE DEMOLITION
' A. General: Demolish and remove existing construction only to the extent required by new
construction and as indicated. Use methods required to complete the Work within
limitations of governlIIg regula.tions and as follows:
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Neatly cut openings and holes plumb, stjuare, and ttue to dimensions required. Use
cutting methods least likely to damage co�struction to remain or adjoining
construction. Use hand tools or small power tools designed for sawing or grinding,
not hammeting and chopping, to minimize distutbance of adjacent surfaces.
Temporatily cover openings to remain.
Cut or drill from the exposed or finished side into concealed surfaces to avoid
matring existing finished surfaces.
B. Egisting Items to Remain: Protect construction indicated to remain against dama.ge and
soiling during selective demofition. When permitted by Architect, items may be removed
to a suita.ble, protected storage location during selective demolition and cleaned and
reinstalled i�i theit original locations after selective demolition operations are complete.
DISPOSAL OF DEMOLISHED MA'I�RIAIS
A. General: Except for items or materials indicated to be reused, salvaged, reinstalled, or
otherwise indicated to remain Owner's praperty, remove demolished matetials from
Project site and legally dispose of them in an EPA-approved landfill.
B. Burning. Do not burn demolished matexials.
C. Disposal: Transport demolished materials off Ownei s property and legally dispose of
them.
3.6 CLEANING
A. Clean adjacent structutes and improvements of dust, dirt, and debris caused by selective
demolition operations. Return adjacent areas to condition existing before selective
demolition opexations began.
SELECTIVE DEMOLITTON 01732 - 3
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Vail, Colorado
970-479-7387
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Exterior Renovations
Vail, Colorado
END OF SECTION 01732
SEI.ECTTVE DEMOLITION 01732 - 4
' TrD �rchitects
Vail, Colorado
� 970-479-7387
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PART 1 - GENERAL
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SUMMARY
� � Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
SECTION 01770 - Ct.OSEOUT PROCEDURES
A. This Section includes administtative and procedural r�quirements for contract closeout,
including, but not limited to, the following.
1. Wartanties.
2. Final cleaning.
B. See Division 1 Section "Payment Procedures" for requirements for Applications for
, Payment for Substantial and Final Completion.
C. See Division 1 Section "Project Record Documents" for, submitting Record Drawings,
� Record Specifications, and Record Product Data.
D.
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See Division 1 Section "Operation and Maintenance Data" for operation and maintenance
manual requirements.
See Divisions 2 thtough 16 Sections for specific closeout and spec,ial cleaning requizements
for the Work in those Sections.
SUBSTANTIAL COMPLE'IZON
Preliminary Procedures: Before requesting inspection for determining da.te of Substantial
Completion, complete the following. List items below that are incomplete in request
1. Prepare a list of items to be completed and cortected (punch list), the value of items
on the list, and reasons why the Work is not cnmplete.
2. Advise Owner of pending insurance changeovei iequirements.
3. Submit specific warranties, workmanship bonds, maintenance setvice agreemeuts,
final certifications, and similat documents.
4. Obtain and submit releases perinitting Owner unrestricted use of the Work and
access to services and utilities. Include occupancy permits, operating certificates, and
similar releases.
5. Prepare and submit Project Record Documents, operation and maintenance
manua.�s, Final Completion construction photographs, damage or settlement surveys,
property surveys, and similar final record infoanation.
6. Deliver tools, spare parts, extra matettials, and similat items to location designated by
Owner. Label with manufacturer's name and model number where applicable.
7. Terininate and re.move temporacy facilities from Project site, along with mockups,
construction tools, and similar elements.
8. Complete final cleaning requirexne�nts, including touchup painting.
CLOSEOUT PROCEDURES 01770 -1
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TtD architects � � Booth Creek Townhomes
Vail, Colorado Exterior Renovations
970-479-7387 Vail, Colorado
9. Touch up and otherwise repair and restore marted exposed finishes to eliminate
visual defects.
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B. Inspection: Submit a written request for inspection for Substantial Completion. On
receipt of request, Architect will either proceed with inspection or notify Contractor of
unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion
after inspection or will notify Conttactor of items, either on Contractor's list or additional
items identified by Architect, that must be completed or corrected before certificate will be
issued.
1. Reinspection: Request reinspection when the Work identified in pr�vious
inspections as incomplete is completed or corrected.
2. Results of completed inspection will form the basis of requirements for Final
Completion.
FINAL COMPLETION
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A. Preliminary Procedutes: Before requesting final inspection for determining date of Final �
Completion, complete the following.
1. Submit a final Application for Payment according to Division 1 Section "Payment
Procedures."
2. Submit certified copy of Architect's Substantial Completion inspection list of items
to be completed or corrected (punch list), endorsed• and dated by Architect. The
certified copy of the list shall state that ea.ch item has been completed or otherwise
resolved for acceptance.
3. Instruct Owner's personnel in operation, adjustmen� and xnaintenance of products,
equipment, and systems.
B. Inspection: Submit a written request for final inspection fof acceptance. On receipt of
request, Architect will either proceed with inspection or notify Conttactoi of unfulfilled
requirements. Architect will prepare a fmal Certific�te for Payinent aftet inspection �� �il:
norify Contractor of construction that must be completed or cortected before certificate
will be issued.
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1. Reinspection: Request reinspection when the Work identified in previous �
inspections as incomplete is completed or corrected.
1. •� LIST OF INCOMPLETE ITEMS (PLTNCH LIS'1�
A. Preparation: Subnnit three copies of list Include name and identification of each space
and area affected by consttuction operations for incomplete items and items needing
cortection including, if necessary, azeas disturbed by Conti:actor that are outside the limits
of construction.
1. Organize list of spaces in sequential order.
C�.LOSEOUT PROCEDURFS 01770 - 2
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970-479-7387 Vail, Colorado
1.5 WARRANTIES
A. Submittal Time: Submit written wartanties on request of Architect for designated portions
of the Wor� where commencement of wartanties other than date of Substantial
Completion is indicated.
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Organize warranty documents into an orderly sequence based on the table of contents of
the Project ManuaL
1. Bind watranties and bonds in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders,
thickness as necessary to accommodate cbntents, and sized to receive 8-1/2-by-11-
inch paper.
2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty.
Mark tab to idenrify the product or installation. Provide a typed description of the
product or installation, including the name of the product and the name, address,
and telephone number of Installer.
3. Identify each binde�t on the front and spine with the typed or printed tide
"WARRANTTES," Project name, and name of Contractor.
Provide additional copies of each warrantp to include in operation and maintenance
manuals.
� PART 2 - PRODUCTS
2.1
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MAT�RIAIS
A. Cleaning Agents: Use cleaning materials and agents recominended by manufacturer or
fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially
hazardous to health or propetly or that might damage finished sutfaces.
PART 3 - EXECUTTON
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FINAL CLEANING
A. General: Provide � �i�g. eonau� cleaning and waste-removal operations to
comply with lo�al laws and ordinances and Federal and local environtnental and
antipollution regulations.
1. Complete the following cleaning operations before requesting inspection for
certification of Substantial Completion for entire Project or for a portion of Project:
a. Clean Project site, yatd, and gtounds, in areas disturbed by construction
, activities, including landscape development areas, of rubbish, waste matetial,
litter, and other foreign substances.
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Vail, Colorado
970-479-7387
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Exterior Renovations
Vail, Colorado
b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and
other foreign deposits.
c. Rake grounds that are neither planted nor paved to a smooth, even-textuted
surface.
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Remove tools, construction equipment, machinery, and sutplus material from
Project site.
Remove snow and ice to provide safe access to building.
Clean e�cposed exterior and interior hatd-surfaced finishes to a dirt-free
condition, free of stains, films, and similat foreign substances. Avoid
disturbing natural weathering of exteriar sutfaces. Restore reflective surfaces
to their original condition.
Remove debris and surface dust from limited access spaces, including roofs,
plenums, shafts, trenches, equipment vaults, manholes, attics, and similar
spaces.
Vacuum carpet and similar soft sutfaces, removing debris and excess nap;
shampoo if visible soil or stains remain.
Clean ttansparent materiaLs, including mirrors and glass in doors and windows.
Remove glazing compounds and other noticeable, vision-obscuting matetials.
Replace chipped . or broken glass and other damaged ttansparent materials.
Polish mirtors and glass, taking cate not to scratch surfaces.
Remove labels that ate not pemoanent
Touch up and otherwise repair and restore matred, exposed finishes and
surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or
restored or that already show evidence of repair or restora.tion.
Leave Project clean and ready for occupancy.
B. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury
debris or excess mateiials on Owner s property. Do not discharge volatile, harnnful, or
dangerous .materials into drainage systems. Remove waste materials from Project site and
dispose of lawfully.
END OF SECTION 01770
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Vail, Colorado
970-479-7387
PART 1 - GENERAL
� � Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
SECTION 05500 - METAL FABRICATIONS
1.1 SUMMARY
A. This Section includes the following.
1. Miscellaneous steel framing and supports.
2. Steel weld plates and angles.
3. Miscellaneous steel trim.
B. See Division 5 Section "Qtnamental Meta1" for ornamental metal items.
C. See Division 5 Section "Ornamental Railings" for ornamental metal railings.
1.2
A.
SUBMITTALS
Shop Drawings: Include plans, elevations, sections, and details of inetal fabrications and
their connections. Show anchorage and accessory items.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. In other Part 2 articles where tides below introduce lists, the following requirements apply
to product selection:
1. Available Products: Subject to compliance with requirements, products that may be
incorporated into the Work inctude, but ate not limited to, products spedfied.
2. Products: Subject to complianc� with requirements, provide one of the products
spec,ified .
3. Available Manufacturers: Subject to compliance with requirementS, manufacturers
offering products that may be incorporated into the Work include, but are not
limited to, manufactuters specified
4. Manufacturers: Subject to compliance with requirements, provide products by one
of the ma.nufactuters specified.
2.2 METAIS
A. Metal Surfaces, Genetal: Provide matetials with smooth, flat surfaces without blemishes.
B. Fertous Metals:
METAL FABRICATIONS 05500 -1
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Vail, Colorado
970-479-7387
1. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.
2.3
Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
2. Steel Tubing: ASTM A 500, cold-formed steel tubing.
3. Stee1 Pipe: ASTM A 53/A 53M, standatd weight (Schedule 40), unless another
weight is indicated or required by structural loads.
C. Nonferrous Metals:
1. Aluminum Extrusions: ASTM B 221, alloy 6063-T6.
2. Aluminum-Alloy Rolled Tread Plate: ASTM B 632/B 632M, alloy 6061-T6.
3. Aluminum Castings: ASTM B 26/B 26M, Alloy 443.0-F.
FASTENERS
A. General: Tppe 304 stainless-steel fasteners for egterior use and �inc-plated fasteners with
coating complping with ASTM B 633, Class Fe/Zn 5, at exterior walls. Provide stainless-
steel fasteners for fastening ahuninum. Seleci fasteners for type, grade, and class requited.
2.4
A.
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2.5
A.
MISCELLANEOUS MAT�RIAIS
Zinc-Rich Primer. Complping with SSPC-Paint 20 or SSPC-Paint 29 and compatible with
topcoat
1. Available Products:
a.
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Benjamin Moore & Co.; Epoxy Zinc-Rich Primer CM18/19.
Carboline Company; Carbozinc 621.
ICI Devce Coatings; Catha-Coat 313.
International Coatings I.imited; Interzinc 315 Epoxy Zinc-Rich Primer.
PPG Architectural Finishes, Inc.; Aquapon Zinc-Rich Primer 97-670.
Sheravin-Willia.ms Company (I'he); Corothane I GalvaPac Zi�c Primer.
Tnemec Company, Inc.; Tneme-Zinc 90 97.
or equivalent
Galvanizing Repair Paint: SSPC-Paint 20, high-zinc-dust-content paint for regalvanizing
welds in steel.
FABRICATION
General: Pre-assemble items in the shop to greatest e�ent possible. Use connections that
maintain sttuctural value of joined pieces.
1. Cut, dtill, and punch metals cleanly and accurately. Remove burrs and ease edges.
Remove sharp or rough areas on exposed stufaces.
2. Weld corners and seams continuouslp. Use materials and methods that minimi�e
distortion and develop strength and corrosion resistance of base metals. Obtain
METAL FA,BRICATIONS 05500 - 2
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Exte.�ior Renovations
Vail, Colorado
fusion without undercut or overlap. Remove welding flux itnmediately. Finish
exposed welds smooth and blended.
Form exposed connections with hairline joints, flush and smooth, using concealed
fasteners where possible. Locate joints where least conspicuous.
Fabrica.te seams and other connections that will be exposed to weather in a manner
to exclude water. Provide weep holes where water may accumulate.
Where units are indicated to be cast into concrete or built into masonry, equip with
integrally welded steel sttap anchors, not less than 24 inches o.c.
B. Miscellaneous Framing and Supports: Provide steel framing and supports not specified in
other Sections as needed to complete the Work. Fabricate units ftom steel shapes, plates,
and bars of welded construction. Cut, dtill, and tap units to receive hardware, hangers, and
similar items.
� � 2.6 FINISHES
' A. Comply with NAAMIVI's "Metal Finishes Manual for Architectural and Metal Products" for
recommendations for applying and designating finishes. Finish metal fabrications after
assembly.
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B. Steel and Iron Finishes:
1. Hot-dip galva,nize items as indicated to comply with ASTM A 123/A 123M or
ASTM A 153/A 153M as applicable.
2. Preparation for Shop Priming. Prepare uncoated ferrous-metal surfaces to complp
with requirements indicated below for environmental exposure conditions of
installed metal fabrications: �
a. Egteriors (SSPC Zone 1B) and Items Indicated to Receive Zinc-�tich Primer.
SSPC-SP 6/NACE No. 3, "Commercaal Blast Cleaning."
' PART 3 - F,XECUTION
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A. General: Perform cutting, drilling, and fitting required for installing metal fa.brications. Set
metal fabrications accurately in lacation, with edges and surfaces level, plutnb, and true.
1. Fit egposed connections accurately together. Weld connections that are not to be
left as e�osed joints but cannot be shop welded. Do not weld, cut, or abrade
surfaces of exterior units tl�at have been hot-dip gatvanized after fabrication.
2. Provide anchorage devices and fasteners where metal fabrications are required to be
fastened to in-place construction.
B. Touch up surfaces and finishes after erection.
METAL FABRICATIONS 05500 - 3
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TtD architects � � Booth Creek Townhomes
Vail, Colorado Exterior Renovations
970-479-7387 Vail, Colorado
1. Painted Surfaces: Clean field welds, bolted connections, and abraded areas and
touch up paint with the same material as used for shop painting.
2. Galvanized Sutfaces: Clean field welds, bolted connections, and abraded areas and
repair gatvanizing to comply with ASTM A 780.
END OF SECTION 05500
METAL FABRICATTONS 05500 - 4
TrD architects
Vail, Colorado
970-479-7387
PART 1 - GFNERAL
� • Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
SECTION 05721- ORNAMEIVTAL RAILINGS
1.1 SUMMARY
A. This Section includes the following:
1. Steel and iron ornamental railings.
1.2 PERFORMANCE REQUII�tF.MFNTS
A. Structural Perfomiance: Provide railings capable of withstanding the effects of gravity
loads and the following loads and stresses within limits and under conditions indica.ted:
L Handrails:
a. Uniform load of 50 Ibf/ ft applied in any direction.
b. Concentrated load of 2001bf applied in any direction.
c. Unifomn and concenttated loads need not be assumed to act concuttently.
2. Top Rails of Guatds:
a. Unifortn load of 501bf/ ft. applied in any direction.
b. Concentrated load of 2001bf applied in any direction.
c. Uniform and concentrated loads need not be assumed to act concurrently.
3. Infill of Guards:
a. Concentrated load of 50 lbf applied horizontally on an area of 1 sq. ft..
b. Infill load and other loads need not be assumed to act concurrendy.
B. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating
metals and other materials ftom ditect contact with incompatible mate,tials.
1.3 SUBMITTALS
A. Product Datas For railina� assembled from standard components, gtout, anchoting
cement, and paint products.
B. Shop Drawings: Include plans, elevations, sections, detaiLs, and atta.chments to other
Work.
C. Samples: For each exposed finish required.
ORNAMENTAL RAILINGS 05721 -1
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TrD architects Booth Creek Townhomes
Vail, Colorado F�terior Renovations
970-479-7387 Vail, Colorado
1.4 QUALITY ASSURANCE
A. Product Options: Information on Drawings and in Specifications establishes requirements
for spstem's aesthetic effects and performance chatacteristics. Do not modify intended
aesthetic effects, as judged solely by Architect, except with Architect's approval.
PART 2 - PRODUCTS
2.1 MANUFACTiJRERS
A. Available Manufacturers: Subject to compliance with iequirements, manufacturers offering
products that may be incoiporated into the Work include, but are not limited to, the
following.
1. Stee1 and Iton Omamental Railings:
a.
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2.2 METAIS
Architectural Iron Designs, Inc.
Artezzi.
Blum, Julius & Co., Inc.
Braun, J. G., Company; a division of the Wagneat Companies.
Indital USA.
King Architectural Metal
Iawler Foundry Corporation.
Livers Bronze Co.
Olin Wrought Iron.
Regenry Railings.
TT Triebenbacher - Bavarian Iron Works Co.
Wagner, R& B, Inc.; a division of the Wagnex Companies.
or equivalent
A. Brackets, Flanges, and Anchors: Same metal and finish as supported raiLs, unless otherwise
indicated
B. Steel and Iron:
1. Tubing. ASTM A 500 (cold formec�.
2. Bars: Hot-rolled, carbon steel complying with ASTM A 29/A 29M, Grade 1010.
3. Plates, Shapes, and Bars: ASTM A 36/A 36M.
4. Castings: Eithex gray oi malleable iron, unless othetavise indicated.
a. Gray Iron: ASTM A 48/A 48M, Class 30, unless another class is indicated or
required by structural loads.
b. Malleable Iron: ASTM A 47/A 47M.
ORNAMENTAL RAILINGS 05721 - 2
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2.3 MISCELLANEOUS MATERIAT S
� Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
A. Fasteners: Provide concealed fasteners, unless otherwise indicated.
1. Steel Components: Plated-steel fasteners complying with ASTM B 633, Class Fe/Zn
25 for electrodeposited zinc coating.
2. Dissimilat Metals: Type 304 stainless-steel fasteners.
B. Zinc-Rich Primer. Complping with SSPC-Paint 20 ar SSPGPaint 29 and compatible with
topcoat
C. Shop Primer for Galvanized SteeL• Zinc-dust, zinc-oxide primer compatible with finish
paint systems indicated and complying with SSPC-Paint 5.
2.4 FABRICATTON
A. General: Fabxicate railings to comply with design, dimensions, and details indicated, but
not less than that requited to support structural loads.
B. Welded Connections: Cope components at connections to provide close fit, or use fittings
designed for this purpose. Weld all azound at connections, including at fittings.
C. Mechanical Connections: Connect members with concealed mechanical fasteners and
fitrings.
D. Foxm changes in direction by bending.
E. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, flanges, miscellaneous
fittings, and anchors to interconnect railing me,mbers to othex work, unless otheravise
indicated.
2.5 FINISHFS
A. Steel and Iron:
1. Shop-Primed Steel Finish: Prepare surfaces to comply with SSPC-
SP 7/NACE No. 4, "Brush-off Blast Cleaning" and apply primer to comply with
SSPC-PA 1.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General: Perform cutting, dtilling, and fitting required for installing railings. Set railings
accurately in location, alignment, and elevation.
ORNAMENTAL RAII,INGS 05721 - 3
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Vail, Colorado Exteriot Renovations
970-479-7387 Vail, Colorado
1. Set posts plumb within a tolerance of 1/16 inch in 3 feet
2. Align raiLs so variations from level for horizontal members and variations from
parallel with rake of steps and ramps for sloping members do not exceed 1/4 inch in
l2 feet
B. Touchup Painting: Imtnediately after erection, clean abraded areas and paint exposed areas
with same material as used for shop painting.
END OF SECTION 05721
C> RI�IAMENTAL RAILINGS 05721 - 4
TrD architects
Vail, Colora.do
970-479-7387
� � Booth Creek Townhomes
Exterioi Renovations
Vail, Colorado
SECTION 05730 - ORNAMEIVTAL FORMED METAL
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following.
1. Deck rail cladding.
1.2 SUBMITTA.IS
A. Samples: For each type of egposed finish required, prepared on 6-inch- square samples of
metal of same thickness and material indicated for the Work.
PART 2 - PRODUCTS
2.1 SHEET METAL
A. GeneraL• Provide sheet metal without pitting, seam marks, roller marks, stains,
discolorations, or other imperfections where egposed to view on finished units.
B. Aluminum Shee� ASTM B 209, allop and temper recommended by alumiuum producer
and finisher, with not less than strength and durability of alloy 500S-H15.
2.2 MISCEI.LANEOUS MATERIAIS
A. Gaskets: As required to seal joints in ornamental formed metal, and as recomtnended in
writing by ornamental formed-metal mantxfacturer. °
B. Sealants, Exterior. ASTM C 920; silicone sealant; of grade, class, and use classifica.tions
required to seal joints in ornamental fomned metal and remain weathextight; and as
recommended in writing by ornamental formed-metal manufacturer.
C. Filler Metal and Electtodes: Type and allop as necessaty Eor sttength, corrosion resistance,
and compatibility in fabricated items and that will match the color of inetal being joined.
D. Fasteners: Use fasteners fabricated itom same basic metal and alloy as fastened metal,
unless otherwise indicated. Provide Phillips flat-head machine screws for exposed
fasteners.
E. Anchors: Provide powder-actuated fasteners of type, size, and material recommended by
manufacturer. Use nonferrous-metal or hot-dip g.slvanized anchors for exterior
installations.
ORNAMENTAL FORMED METAL 05730 -1
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Vail, Colorado
970-479-7387
F. Isolation Coating: Manufacturer s standard bit�uninous paint
2.3
A.
B.
C.
FABRICATION
Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
Shop Assembly: Preassemble ornamental fotmed-metal items in shop to greatest extent
possible to minimize field splicing and assembly.
Fold back exposed edges of unsupported sheet metal to fomn a 1/2-inch- wide hem on the
concealed side, or ease edges and support them with concealed stiffeners.
Increase metal thickness or reinforce with conce�led stiffeners, backing materials, or both,
as needed to provide surface flatness and sufficient sttength for indica.ted use.
1. Support joints with concealed stiffeners as needed to hold exposed faces of adjoining
sheets in flush alignment
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D. Where welding or brazing is indicated, weld or braze joints and seams continuouslp. �
Grind, fill, and dress to produce smooth, flush, exposed surfaces in which joints are not
visible after finishing is completed.
E.
2.4
A.
B.
C.
Deck Rail Cladding: Fonn from metal of type and thickness indicated below. Fabricate to
fit ti�hdy to adjoining consttuction, with weathertight joints at exterior installations.
1. Aluminum Shee� 0.063 inch.
a. Finish: High-performance organic coating.
FINISHE$
Comply with NAAMM's "Metal Finishes Manual for Atchitechual and Meta.l Products" for
recommendations for applying and designating finishes.
Comply with SSPC-PA 1, "Paint Application Specification No. 1: Shop, Fiel�l, and
Maintenance Painting of Steel," for steel sheet finishes.
Alutninum Finishes: Finish designations prefi�ed by AA comply with the system
established by the Aluminum Association for designating aluminum finishes.
1. High-Performance Organic Finish (2-Coat Fluoropolymer): AA-C12C40R1x, with
topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight
Comply with A.A�IA 2604.
a. Color and Gloss: Match sample.
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ORNAMENTAL FORMED METAL 05730 - 2
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Vail, Colorado
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PART 3 - EXECUTION
� � Booth Creek Townhomes
Exteriot Renovations
Vail, Colorado
3.1 INSTALLATION
A. Locate and place omamental formed-metal items level and plumb aud in alignment with
adjacent construction.
B. Use concealed anchorages where possible.
C. Form tight joints with exposed connections accurately fitted together. Provide reveals and
openings for sealants and joint fillers as indicated.
D. Applp joint treatment at joints of spackled-seam-type metal column covers. Comply with
requirements in Division 9 Section "Gppsum Baard Assemblies."
E. Restore finishes da.ma�ed during installation and constructi�n period so no evidence
remains of correction work. Retum items that cannot be refinished in the field to the
shop; make required alterations and refinish entire unit or provide new units.
END OF SECTION 05730
ORNAMENTAL FORMED METAL 05730 - 3
TtD architects
Vail, Colorado
970-479-7387
PART 1 - GENERAL
1.1 SUMMARY
� � Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
SECTION 06100 - ROUGH CARPENTRY
A. This Section includes the following:
1. Wood framing.
2. Wood supports.
3. Wood furting.
4. Building wrap.
PART 2 - PRODUCTS
2.1 MANUFACI'[JRERS
A. In other Part 2 articles where subparagraph tides below introduce lists, the following
requirements apply for product selection:
1. Available Manufacturers: Subject to compliance with requirements, manufacturers
offering p=oducts that may be incorporated into the Work include, but are not
limited to, the manufacturers specified.
2. Manufacturers: Subject to compliance with requirements, provide products by the
manufactuters specified.
a2.2 WOOD PRODUCTS, GENFR AT •
A. Lumber. DOC PS 20 and applicable rules of hunber grading agencies certified by the
American Lumber Standards Committee Board of Review.
1. Factory mark each piece of lumbe= with grade stamp of grading agency.
2. For exposed lumber indicated to receive stain� or natural finish, matk grade stamp
on end or bacg of each piece, or omit grade stamp and provide c�rtificates of grade
compliance issued by grading agenry.
3. Provide dressed lumber, S4S, unless otherwise indicated.
4. Provide dry lumber with 19 percent magimum moisture content at time of dressing
for 2-inch nominal thickness or less, unless otherwise indicated
ROUGH CARPFNTRY 06100 -1
TrD architects � � Booth Creek Townhomes
Vail, Colorado Extexior Renovations
970-479-7387 Vail, Colorado
2.3 WOOD-PRFSERVA'TIVE-TRF.ATED MATERIAIS
A. Preservative Treatment by Pressure Process: AWPA C2 (lumber), except that lumber that
is not in contact with the ground and is continuously protected from liquid water may be
treated according to AWPA C31 with inorganic boron (SB�.
2.4
2.5
:
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Kiln-dry material after tteatment to a maximum moisture content of 19 percent for lumber.
Mark each treated item with treatment quality mark of an inspection agenry approved by
the American Lumber Standards Committee Board of Review.
D. Application: Treat items indicated on Drawings, and the following.
1. Wood cants, nailers, curbs, equipment support bases, blocking, stdpping, and similar
members in connection with roofing, flashing, vapor barriers, and waterproofing.
2. Wood si1Ls, sleepers, blocl�ng, fiirring, stripping, and similar coucealed members in
contact with masonry or conctete.
3. Wood framing members less than 18 inches above grade.
A.
:
DIMENSION LUMBER
General: Of grades indicated �ccording to the American Lumber Standards Committee
National Grading Rule provisions of the grading agency indicated.
Exposed Framing. Hand select material for unifounity of appearance and freedom from
chara.cteristics that would impait finish appeatance.
1. Timber Species and Grade: Westem red cedar; Select Sttuctural, WCLIB, rough-
sawn.
MISCELLANEOUS MATERIAIS
A. Fasteners:
1.
2.
3.
Where rough catpentry is exposed to weather, in ground contact, or in atea of high
relative humidity, provide fasteners with hot-dip zinc coating complyi�g with
ASTM A 153/A 153M.
Power-Driven Fasteners: CABO NER-272.
Bolts: Steel bolts complping with ASTM A 307, Grade A; with ASTM A 563 heg
nuts and, where indicated, flat washets.
B. Metal Framing Anchors: Made ftom hot-dip, zinc-coated steel sheet complying with
ASTM A 653/A 653M, G60 coating designation.
1. Available Manufacturexs:
a. Alpine Engineered Products, Inc.
ROUGH CARPENTRY
06100 - 2
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Exterior Renovations
Vail, Colorado
b. Cleveland Steel Specialty Co.
c. Harlen Metal Products, Inc.
d. KC Metals Products, Inc.
e. Silver Metal Products, Inc.
f. Simpson Strong-Tie Company, Inc.
g. Southeastern MetaLs Manufactuting Co., Inc.
h. United Steel Products Company, Inc.
i. or equivalent
2. Reseatch/Evaluation Reports: Provide products accepta.ble to authorities having
jurisdiction and for which model code research/evaluation reports egist that show
compliance of inetat framing anchors, for application indicated, with building code in
effect for Project.
3. Allowable Design Loads: Meet or exceed those indicated per manufacturer's
published values determined from empuical data or by rational engineering analysis
and demonstrated by comprehensive testing performed by a qualified independent
testing agency.
Building Paper. Asphalt-saturated organic felt complping with ASTM D 226, Type I
(No. 15 asphalt felt), unperforated.
D. Building Wrap: Air-retarder sheeting made from polyolefins; cross-laminated films, woven
stra.nds, or spun-bonded fibers; coated or uncoated; with or without petforations; and
complying with ASTM E 1677, Tppe I.
1. Available Manufacturets:
a. Celotex Corporation (The); Builc�ing Products Division.
b. DuPont (E. I. du Pont de Nemours and Company).
c. Parsec, Inc.
d. Raven Industries, Inc.
e. Reemay, Inc,
f. Simplex Products.
g. Sto-Cote Products, Inc.
h. Tenneco Building Products.
i. or equivalent
2. Thickness: Not less than 3 miLs.
3. Pemneance: Not less than 10 perms.
4. Flame-Spread Index: 25 or less per ASTM E 84.
5. Allowable Exposute Time: Not less than three months.
� E. Building Wrap Tape: Pressure-sensitive plastic tape recommended by building wrap
manufactur�r for sealing joints and penettations in building wrap.
� F. Sill-Sealer Gaskets: Glass-fiber-resilient insulation, fabrica.ted in strip fomi, for use as a sill
sealer, 1-inch nominal thickness, compressible to 1/32 inch; selected from manufacturers
standard widths to suit uridth of sill members indicated.
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ROUGH CARPFNTRY 06100 - 3
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TrD architects �
Vail, Colorado
970-479-73$7
PART 3 - EXECUTION
3.1 INSTAIJ�ATION
� Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
A. Set rough carpentty to required levels and lines, with membeis plumb, true to line, cut, and
fitted. Fit rough carpentry to other consttuction; spibe and cope as needed for accurate
fit I.ocate futdng, nailers, blocking, grounds, and similar supports to comply with
requirements for attaching other construction.
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C.
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E.
F.
Apply field tteahnent complying with AWPA M4 to cut surfaces of preservative-treated
lumber and plywood.
Secutely attach rough carpentry work to substrate by anchoring and fastening as indicated,
complying with the following.
1. CABO NER-272 for power-dtiven fastenexs.
2. Table 23-II-B-1, "Nailing Scliedule," and Table 23-II-B-2, "Wood Structural Panel
Roof Sheathing Nailing Schedule," in the Uniform Building Code.
Use finishing nails for exposed work, unless othe�vvise indicated Countersink nail heads
and fill holes with wood filler.
Framing Standard: Complp with AFPA's "Manual for Wood Frame Consttuction," unless
otherwise indicated.
Fastening Methods:
1. Shea.thing: Nail to wood framing.
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G. Applp building paper horizontally with 2-inch overlap and 6-inch end lap; fasten to
sheathing with galvanized staples or roofing nails. Cover upstanding flashing with 4-inch �
overlap.
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Building Wrap Application: Cover wall sheathing with building wrap as indicated Cover
upstanding flashing with 4inch overlap. Seal seams, edges, and penetrations with tape.
Apply sheathing tape to joints between sheathing panels and at items penetrating sheathing.
Apply at upstanding flashing to overlap both flashing and sheathiug.
END OF SECTION 06100
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ROUGH CARPENTRY 06100 - 4
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TrD azchitects
Vail, Colora.do
970.479-7387
PART 1 - GENE,�LAT"
• � Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
SECTION 06150 - WOOD DECSING
l.l SUMMARY
A. This Section includes the following.
1. Solid-sawn roof decking.
2. Composite floor decking.
1.2
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QUALITY ASSURANCE
Decking Standaxd: Comply with AITC 112, "Standard for Tongue-and-Groove Heavy
Timber Roof Decking."
DELNERY, STORAGE, AND HANDLING
Schedule delivery of wood decking to avoid extended on-site storage and to avoid delaping
the Work.
PART 2 - PRODUCTS
2.1 LUMBER; GFNERAT"
A. General: Comply with DOC PS 20, "American Softwood Lumber Standard," and with
applicable grading xules of inspection agenc,ies certified by ALSC's Board of Review.
B. Grade Stamps: Factory mark with grade stamp of inspection agency on surfaces that will
not be exposed to view.
C. Moisture Conten� Provide wood decking with 15 percent maximum moisture content at
time of dressing.
2.2 SOLID-SAWN WOOD DECKING
A. Wood Species: Balsam fir, Douglas fir-larch, Douglas fir-larch (North), hem-fi�, hem-fir
(North), southem pine, spruce pine-fir (North), western hemlock, or western hemlock
(North).
B. Decking Nominal Size: 2x6.
WOOD DECKING 06150 -1
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TrD architects
Vail, Colorado
970-479-7387
C. Decking Grade: Select(ed) Decking or Select Dex.
D. Surface and Edge Pattern: Smooth surface, Vee grooved.
2.3 FASTENERS AND ACCFSSORY MATERiAT S
A. Fastener Material: Hot-dip gatvanized steel.
B. Sealant: Latex sealant compatible with substrates.
� Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
'?.4 FABRICATION
A. Fabricate decking in lengths for combination simple and two-span continuous lay-up.
PART 3 - F�CUTION
3.1 INSTALI.ATTON
A. Solid-Sawn Wood Decking. Install to comply with referenced decking standard and with
end joints located according to ]ay-up indicated
B. Apply joint sealant to seal roof decking at extexior walls at the following locations:
1. Between decking and supports located at e�cterior walls.
2. Between decking and exterior walls that butt against underside of decking.
3. Between tongues and grooves of decking over exterior walls and supports at egtexior
walls.
C. Repair damaged surfaces and finishes aftet completing erection. Replace damaged decking
if Architect dces not approve repairs.
D. Provide temporary waterproof covering to protect egposed decking before applying
roofing.
END OF SECTION 06150
WOOD DECKING 06150 - 2
TtD architects � � Booth Creek Townhomes
Vail, Colorado Exterior Renovations
970-479-7387 Vail, Colora.do
SECTION 06401- EXTERIOR ARCHITECTURAL WOODWORK
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following.
1. F�terior standing and running trim.
1.2 QUALITY ASSURANCE
A. Qualiry Standard: Unless otherwise indicated, comply with AWI's "Architectuxal
Woodwork Qualitp Standatds."
PART 2 - FRODUCTS
2.1 MA'I'�RjAr S
A. Nails: hot-dip galvanized.
B. Screws: hot-dip galvanized.
2.2 FABRICATION
A. Wood Moistute Conten� 9 to 15 pescent
B. Complete fabrication, including assemblp, finishing, and hardware app�ication, to
maximum extent possible, before shipment to Project site. Disassemble components only
as necessary for shipment and instal]ation. Where necessary for fitting at site, provide
ample allowance for scribing, trimming, and fitting.
G Woodwork for Transparent Finish:
1. Grade: Premium.
2. Wood Species: Westem red cedar.
�. Backout or groove backs of flat tcim members and kerE backs of other wide, flat members,
except for members with ends exposed in finished work.
F.XTF.RTOR ARCHITECTURAI, WOODWORK 06401 - 1
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TtD architects
Vail, Colorado
970-479-7387
PART 3 - EXECUTION
3.1 INSTAI.I.ATION
� Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
A. Before installation, condition woodwork to average prevailing humidity conditions in
installation areas. Before installing azchitectural woodwork, examine shop-fabricated wotk
for completion and complete work as required, including removal of packing and back
priming•
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C.
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Quality Standard: Install woodwork to comply with same grade specified in Part 2 for tppe
of woodwork involved.
Install woodwork true and straight with no distortions. Shim as required with concealed
shims. Install level and plumb to a tolerance of 1/8 inch in 96 inches.
Scribe and cut woodwork to fit adjoining work, and refinish cut surfaces or repair damaged
finish at cuts.
E. Anchor woodwor� to anchors ar blocking built in or directly attached to substrates.
Secure to grounds, stdpping and blocking with countersunk concealed fasteners and blind
nailing. Use fine finishing nails for exposed nailing, countersunk and filled flush with
woodwork.
F. Install trim with minimum number of jomts possible, using full-length pieces (from
maximum length of lumber available) to gteatest extent possible. Scarf nuining joints and
stagger in adjacent and re,lated members.
G. Complete finishing work specified in this Section to e�ttent not completed at shop or
before installation of woodwork. Fill nail and screw holes with matching filler where
exposed.
H.
I.
Refer to Division 9 Sections for final finishing of installed architectural woc�vork.
Clean woodwork on exposed and semi-exposed surfaces. Touch up shop-applied finishes
to restore damaged or soiled azeas.
END OF SECTION 06401
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Vail, Colorado Exterior Renovations
970-479-7387 Vail, Colorado
SECTION 07731- SELF ADHERING SH�ET WATERPROOFING
PART 1 - GENERAL
1.1 SUMMARY
' A.
I ' 1.2
This Section includes self-adhering, rubberized-asphalt sheet waterproofing.
SUBMITTAIS
A. Product Data: Include manufacturer s written instructions for evaluating, prepating, and
' treating substrate, technical data, and tested physical and performance properties of
waterproofing.
EI 1.3 PROJECT CONDIT`IONS
' A. Envi.tonmental Conditions: Apply waterproofing within the range of ambient and
substtate temperatures recommended by waterproofing ma.nufacturer. Do not apply
waterproofing to a damp or wet substrate.
, 1.4 WARR.ANTY
A. Special Warranty: Manufacturer s standard form in which ma.nufacturer agrees to replace
waterproofing material that dces not comply with requirements or that does not remain
watertight for period of three years after date of Substantial Completion.
PART 2 - PRODUCTS
2.1 RUBBERIZED-ASPHALT SHEET WATERPROOFING
A. Rubberized-Asphalt SheeL• 60-mi1- thick, self-adhering sheet consisting of 56 mils of
rubberized asphalt laininated to a�mil- thick, polpethylene film with release liner on
adhesive side.
1. Available Products: Subject to compliance with requirements, products that map be
incorporated into the Work include, but are not limited to, the following.
a. Ameiican Hydrotech, Inc.; VM 75.
b. American Permaquik Inc.; PQ 7100.
c. Carlisle Corporation, Carlisle Coatings & Waterproofing Div.; CCW 701.
d. Cetco; Envirosheet
e. Grace, W. R& Co.; Bituthene.
SELF ADHERING SHEET WATERPROOFING
07131 -1
TtD architects
Vail, Colorado
970-479-7387
2.2
A.
B.
C.
I�.
E.
F.
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f. Meadows, W. R., Inc.; Mel-RoL
g. T. C. Miradti; Miradti.
h. Monsey Bakor; Elasto-Sea12000.
i. Pecora Corporation; Duramem 700-SM.
j. Polyguatd Products, Inc.; Polyguard 650.
k. Progress Unlimited, Inc.; Plastiwrap 60.
1. Tamko Roofing Products, Inc.; TW-60.
m. or equivalent
AUXILIARY MATERIAIS
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Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
Primer. Liquid solvent-borne primer recommended for substrate by manufacturer of sheet
waterproofing materiaL
Surface Conditioner. Liquid, wate,rbome sutface conditioner recommended for substtate
by manufacturer of sheet waterproofing mate,tial.
Liquid Membrane: Elastomeric, two component, liquid, cold fluid applied, trowel grade or
low viscosity.
Substrate Patching Membrane: Low-viscosity, two-component, asphalt-modified coating.
Mastic, Adhesives, and Tape: Liquid mastic and adhesives, and adhesive tapes
recommended by waterproofing manufacturer.
Metal Termination Bars: Alumiuum bars, approximately 1 bp 1/8 inch thick, predrilled at
9-inch centers.
PART 3 - EXECUTION
3.1
A.
B.
C.
SURFACE PREPARATION
Clean, prepate, and treat substrates according to manufacturer's written insttuctions.
Provide clean, dust-free, and dry substrates for waterproofing application.
Remove fins, ridges, mortar, and other projections and fill honeycomb, aggregate pockets,
holes, and other voids.
Prepare, fill, prime, and treat joints and cracks in substtates. Remove dust and dirt from
joints and cracks according to ASTM D 4258.
D. Bridge and cover isolation joints expansion joints and discontinuous deck-to-wall and
deck-to-deck joints with overlapping sheet stdps.
E. Corners: Prepare, prime, and treat inside and outside comers according to ASTM D 6135.
SELF-ADHERING SHEET WATERPROOFING 07131 - 2
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970-479-7387 Va.il, Colorado
F. Prepare, tteat, and seal vertical and horizontal surfaces at terminations and penetrations
through waterproofing and at dtains and protrusions according to ASTM D 6135.
3.2
A.
:
APPLICATION
Install self-adbering sheets according to waterproofing manufacturex's written instructions
and recommendations in ASTM D 6135.
Applp primer to substtates at iequired rate and allow to dry.
' C. Apply and fiimly adhere sheets over area to receive waterproofing. Accurately align sheets
and maintain uniform 2-1 /2-inch- minimum lap widths and end laps. Overlap and seal
seams and stagger end laps to ensute watertight installation.
' D. Apply continuous sheets over sheet strips bridging substrate cracks, construction, and
contraction joints.
' E. Seal exposed edges of sheets at tert�unations not concealed by metal counter-flashings oz
ending in reglets with mastic or sealant •
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F. Repair tears, voids, and ]apped seams in waterproofing not complping with requirements.
Slit and flatten fish-mouths and blisters. Patch with sheets extending 6 inches beyond
repaired areas in all directions.
G. Correct deficiencies in or remove sheet waterproofing that does not comply with
requirements, repair substrates, reapply waterproofing, and repair sheet flashings.
H.
A.
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Install protection course with butted joints over waterproofing membrane before starting
subsequent construction operations.
PROTECTION AND CLEANING
Do not permit foot or velucular traffic on unprotected horizontal membrane.
Protect waterproofing from damage and wear during remainder of construction period,
Clean spillage and soiling from adjacent construction using cleaning agents and procedures
recommended by manufacturer of affected construction.
END OF SECTION 07131
SELF-ADHERING SHEET WAT'ERPROOFING 07131 - 3
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TtD architects
Vail, Colorado
970-479-7387
PART 1 - GENERAL
• • Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
SECTION 07460 - SIDING
1.1 SUMMARY
A. This Section includes the following:
1. Fiber-cement siding.
1.2 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Samples: Full-size units of each type of siding in each color, texture, and pattern required.
PART 2 - PRODUCTS
2.1 SIDING
A. Fiber-Cement Siding: Siding made from fiber-cement board that complies with
ASTM C 1186, Tppe A, Grade II; is classified as noncombustible when tested according to
ASTM E 136; and has a flame-spread index of 25 or less when tested according to
ASTM E 84.
1. Products: Subject to compliance with requirements, provide one of the following.
a. James Hardie Inc.; HazdiPlank Lap Siding.
2. Board and Batten Pattem: Boards 7-1 /4 to 7-1 /2 inches wide in plain style and
Select Cedar Mill textute.
3. Battens: Hazd-Trim 4" (nomina� 7/16" Select Cedar Mill tesctute
4. Factory Priming. Manufacturer's standard acrylic primer.
5. Pre-finish to match Rocky Mountain Pre-finishers "Taverhoa" with a 12 year
wazranty
2.2 ACCESSORIES
A. Fasteners: Use aluminum fasteners.
1. Where fasteners will be exposed to view, use pre-finished aluminum fasteners in
color to match item being fastened.
SIDING 07460 -1
TrD architects
Vail, Colorado
970-479-7387
PART 3 - F�CUT'ION
� �
Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
3.1 INSTAIZ.ATION
A. Coordinate installation with flashings and other adjoin� construction to ensure proper
sequencing.
B. Comply with siding manufacturer's written installation insttuctions unless more stangent
requirements apply.
END OF SECTION 07460
SIDING 07460 - 2
TtD architects
Vail, Colorado
970-479-7387
PART 1 - GENERAL
� O Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
SECTION 07610 - SHEET METAL ROOFING
1.1 SUMMARY
A. This Section includes the following custom-fabricated sheet metal roofing.
1. Standing-seam metal roofing.
1.2 PERFORMANCE REQUIREMENTS
A. Wind-Uplift Resistance: Capable of producing sheet metal raofing assemblies that comply
with UI. 580 for Class 90 wind-uplift resistance.
1.3 SUBMITTALS
A. Product Data: For each type of underlayment product indicated.
B. Shop Drawings: Show layouts of sheet metal roofing, including plans, elevations, and
keyed references to temiination points.
1. Include detaiLs for forming, joining, and securing sheet metal roofing, including
pattern of se�ms, termination points, expansion joints, roof penettations, edge
conditions, special conditions, connections to adjoining work, and accessory items.
C. Samples: Far each exposed finish.
1.4
A.
B.
C.
QUALITY ASSURANCE
Installer Qualifications: Fabricator of sheet metal roofing.
Custom-Fabricated Sheet Metal Roofing Fabricator Qualifications: Shop that employs
skilled workets who custom-fabricate sheet metal roofing.
Sheet Meta1 Roofing Standard: Comply with SMACNA's "Architectural Sheet Metal
ManuaL"
1.5 WARRANTY �
A. Special Warranty on Finishes: Manufacturer's standard fomn in which manufacturer agtees
to repair finish or replace sheet metal roofing that shows evidence of deterioration of
factory-applied finishes within specified watranty period.
SHEET METAL ROOFING 07610 -1
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TtD architects Booth Creek Townhomes
Vail, Colorado Egterior Renovations
970-479-7387 Vail, Colorado
1. Fluoropolymer Finish Warranty Period: 20 years from date of Substantial
Completion.
B. Special Installer s Waxranty: Specified form in which Roofing Installer agrees to repair or
replace components of custom-fabricated sheet metal roofing that fail in materials or
workmanship within two yeats from date of Substantial Completion.
PART 2 - PRODUCTS
2.1
2.2
ROOFING SHEET METALS
A. Metallic-Coated Steel Sheet Pre-painted with Coil Coating: Steel sheet metallic coated bp
the hot-dip process and pre-painted by the coil-coating process to comply with
ASTM A 755/A 755M.
1. A. Pre-finished Metal shall be Hot-Dipped Galvanized - ASTM A446-85 Grade C
G90 Coating A525-86 24 Gauge core steel or pre-finished Galvalume - ASTM 792-
86 AZ-55.
2. Sutface: Smooth, flat finish.
3. Thickness: 0.0217 inch, unless otherwise indicated.
4. Exposed Finishes:
a. Finish shall be �ull strength Kynar 500 Fluoropolymer coating, applied by the
manufactuter on a continuous coil coating line, with a top side dry film
thickness of 0.70 to 0.90 mil over 0.25 to 0.35 mil prime coat, to provide a
total dty film tluckuess of 0.95 to 1.25 mil. Bottom side shall be coated with
primer with a dry film tluckness of 0.25 miL Fin�.sh shall confonn to all tests
for adhesion, fle.�ibility, and longevity as specified by the Kpnat 500 finish
supplier.
1) Color: As selected by Architect frammanufacturer'sfnl�range.
b. Factory Prime Coating: White or light-colored, factory-applied, baked-on
epoxy primer coat
UNDERI.AYMENT MA'1'F.RTAT S
A. Self-Adhering, High-Temperature Shee� 30 to 40 mils thick minimum, consisting of slip-
resisting polyethylene-film top surface laminated to layer of butyl or SBS-modified asphalt
adhesive, with release-paper backin� cold applied. Provide pritner when recommended by
underlapment manufacturer.
1. Thertnal Sta�ility: Stable after testing at 240 deg F; ASTM D 1970.
2. Low Temperature Flexibility: Passes after testing at minus 20 deg F; ASTM D 1970.
SHEET METAL ROOFING 07610 - 2
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2.3 MISCEL.L.ANEOUS MATERItLS
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A. Fasteners: Self-tapping screws, self-locking rivets and boltS, and other suitable fasteners
designed to withstand design loads.
1. Exposed Fasteners: Heads matching color of sheet metal roofing by means of
plastic caps or factory-applied coating.
2. Fasteners for F7ashing and Trim: Blind fasteners or self-dtilling scxews with heg
washer head.
3. Blind Fasteners: High-sttength alumiuum or stainless-steel rivets.
B. Sealing Tape: Pressure-sensitive, 100 percent solids, polpisobutylene compound sealing
tape with release-paper backing. Provide pertnanendy elastic, non-sag, nontoxic, non-
staining tape.
C. Elastomeric Joint Sealan� ASTM C 920, of base polymer, type, grade, class, and use
classifications required to produce joints in sheet metal roofmg that will remain
weathertight
D. Expa.nsion Joint Sealan� For hooked-type expansion joints, which must be free to move,
provide non-setting, non-hardening, non-migrating, heavy-Uodied polyisobutylene sealant
�. Bituminous Coating: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for 15-mil
dry film thickne$s per coat.
2.4 ACCFSSORIES .
A. Sheet Metal Roofing Accessories: Provide components required for a complete sheet
metal roofmg assembly including trim, copings, fasciae, corner units, ridge closures, clips,
flashings, sealants, gaskets, fillers, closure strips, and similat items. Ma.tch matexial and
� finish of sheet metal roofing, unless otherwise indicated.
1. Clips: Minimum 0.0625-inch- thic�, stainiess-steel paneli clips designed to withstand
negative-load requirements.
2. Cleats: Mechanically seamed cleats formed from the following material•
a. Metallic-Coated Steel Roofing: 0.0250-inch- thic�, stainless-steel or nylon-
coated aluminum sheet
3. Closutes: Closed-cell, egpanded, cellulat, rubber or cross-linked, polyolefin-foam or
closed-ce11 laminated polyethylene; minimum 1-inch- thick, flexible dosure stdps; cut
or pre-molded to match sheet metal roofing profile. Provide closure strips where
indicated or necessary to ensure weathertight construction.
' B. Flashing and Txim: Formed from 0.0179-inch- thick, metallic-coated steel sheet Provide
flashing and trim as requued to seal against weather and to provide finished appeatance.
Locations include, but are not limited to, eaves, rakes, comers, bases, framed openings,
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SHEET METAL ROOFING 07610 - 3
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TtD architects
Vail, Colorado
970-479-7387
ridges, fasciae, and fillers.
sheet metal roofing.
2.5
2.6
EQUIPMENT
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Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
Finish flashing and trim with same finish system as adjacent
A. Portable Roll-Forming Equipmen� Manufacturer's standard Ulrcerlified equipment
capable of fomning sheet metal roofing in profiles indicated.
1. Available Manufacturers: Subject to compliance with requirements, ma.nufacturers
offering products that may be incorporated into the Work include, but are not
limited to, the following.
a. Berridge Manufacturing Company.
b. Fabral, Inc.
c. Flexospan Steel Buildings, Inc.
d. Metal-Fab Manufactuting, I.I1C.
e. Morin Corporation; a Metecno Group Company.
f. or equivalent
FABRICATION
A. General: Custom fabricate sheet metal roofing to complp with details shown and
recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to the
design, dimensions (pan width and seam height), geometry, metal thickness, and otlier
charactetistics of installation indicated. Fabricate sheet metal roofing and accessories at the
shop to greatest extent possible.
1. Standing-Seam Roofing: Fonn standing-seam pans with finished seam height of 1-
1 /2 inches.
B. Fabricate sheet metal roofing to allQw for egpausion in r��nning work s�fL�+w�* to prevent
leakage, damage, and deterioration of the Work. Form e$posed sheet metal work to fit
substrates without egcessive oil canning, buckling, and tool marks, true to line and levels
indicated, and with exposed edges folded back to form hems.
1. Lay out sheet metal roofing so cross seams, when required, are made in direction of
flow with highe� pans overlapping lower pans. Stagger cross seams.
2. Fold and cleat ea.ves and ttansverse seams in the shop.
3. Form and fabricate sheets, seams, strips, cleats, valleys, ridges, edge treatments,
integral flashings, and other components of inetal roofing to profiles, patterns, and
drainage arrangements shown and as requited for lea�-proof consttuction.
C. Metal Protection: Where dissimilat metals will contact each other, protect against gatvanic
action by painting contact surfaces with bituminous coating, by applying rubberized-asphalt
under]ayment to each contact surface, or by other pemnauent separation as recommended
by manufacturers of dissimilar metals or by fabricator.
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SHEET METAL ROOFING 07610 - 4
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TtD architects � Booth Creek Townhomes
Vail, Colora.do Extetior Renovations
970-479-7387 Vail, Colorado
D. Sheet Metal Accessories: Custom fabricate flashings and trim to comply with
recommendations in SMACNA's "Architectural Sheet Metai Manual" that apply to design,
' dimensions, metal, and other characteristics of item indicated. Obtain field measurexnents
for accutate fit before shop fabrication.
, PART 3 - EXECUT'ION
' 3.1
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PREPARATION
Install flashings and other sheet metal to comply with requirements specified in Division 7
Section "Sheet Meta1 Flashing and Trim."
UNDERLAYMENT INSTALLATTON
A. Self-Adhering Sheet Underlaymen� Install self-adhering sheet underlapment, wrinkle free,
on roof sheathing under sheet nietal roofing. Comply with temperature restrictions of
underlayment manufacturer for installation; use primer rather than nails for installing
underlayment at low temperatures. Apply over entire roof, in shingle fasMon to shed
water, with end la.ps of not less than 6 inches staggered 24 inches between courses.
Overlap side edges not less than 3-1/2 inches. Roll la.ps with roller. Cover underlayment
within 14 days.
B. Apply slip sheet over underlapment before installing sheet metal roofing.
' 3.3 INSTALLATTON, GENERAL
A. Gene�al: Install sheet metal roofing perpendicular to purlins or supports. Anchor sheet
' metal roofing and other components of the Work securely in pla.ce, with provisions for
thernoal and structural movement Install fasteners, solder, welding rods, protecrive
' coatings, sepatators, sealants, and other miscellaneous items as required for a complete
roofing system and as recommended by fabricator foi sheet metal roofing.
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1. Field cutting of sheet metal roofmg bp torch is not permitted.
2. Rig�dty fasten eave end of sheet metal roofing and allow ridge end free movement
due to thermal expansion and contraction. Pre-drill roofing.
3. Provide metal closures at peaks rake edges and each side of ridge caps.
4. F7ash and seal sheet metal roofing with weather closures at eaves, rakes, and at
perimeter of all openings. Fasten with self-tapping screws.
5. Lo�ate roofing splices over, but not attached to, structural supports. Stagger roofing
splices and end la.ps to avoid a four-panel lap splice condition.
6. Lap metal flashing over sheet metal roofing to allow moisture to run over and off the
mate�ial.
B. Fasteners: Use fasteners of sizes that will not penettate completelp through substtate.
SHEET METAL ROOFING 07610 - 5
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TtD architects
Vail, Colorado
970-479-7387
1. Steel Roofing. Use stainless-steel fasteners.
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Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
C. Meta1 Protection: Where dissimilar metaLs will contact each other or corrosive substrates,
protect against galvanic action by painting contact surfaces with bituminous coating, by
applping rubberized-asphalt underlayment to each contact surface, or by other permanent
separation as recommended by fabricator of sheet metal roofing or manufacturers of
dissimil�t metais.
D. Conceal fasteners and expansion provisions where possible in exposed work and locate to
m�nimi7e poss�bility of leakage. Cover and seal fasteners and anchors as required for a
tight installation.
3.4 CUSI'OM-FABRICATED SHEET METAL RDOFING INSTAI�.ATION
3.5
A. Fabricate and install work with lines and corners of egpQSed units true and accutate. Form
exposed faces flat and itee of buckles, e�cessive waves, and avoidable tool matks,
considering temper and reflectivity of inetal. Provide unifoim, neat seams with minimum
exposute of solder, welds, and sealant Fold back sheet metal to form a hem on concealed
side of exposed edges, unless otherwise indicated.
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C.
1. Install cleats to hold sheet metal panels in position. Attach each cleat with two
fasteners to prevent rotation.
2. Nail cleats not more than 12 inches o.c. Bend tabs ovex nails.
Seal joints as shown and as required for leak-proof construction. Provide low-slope
transverse seams using cleats where backup of moistute may occur.
Provide expansion cleats in roof panels that e�ceed 30 feet in length.
D. Standing-Seam Roofing: Attach standing-seam metal pans to substrate with cleats, double-
nailed at 12 inches o.c. Install pans reaching from eave to ridge before moving to adjacent
pans. Lock each pan ta pan below with transvers+e seam. Before pans arre Iocked, apply
continuous bead of sealant to top fla�ge of lower pan. Crimp standing scams by folding
over twice so cleat and pan edges are completely engaged
1. Fold over seams after crimping at ridges and hips.
ACCESSORY INSTALLATION
A. General: Install accessories with positive anchorage to building and weathertight mounting
and provide for thermal expansion. Coordinate installation with flashings and other
components.
1. Install components required for a complete sheet metal roofing assembly including
trim, copings, ridge closures, seam covers, flashings, sealants, gaskets, fillers, closure
staps, and similar items.
2. Comply with performance requirements, manufactuter's written installation
insttuctions, and SMACNA's "Architectural Sheet Metal Manual." Provide
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TrD architects • • Booth Cree� Townhomes
Vail, Colorado Exterior Renovations
970-479-7387 Vail, Colorado
concealed fastenexs where possible, and set units true to line and level as indicated.
Install work with ]aps, joints, and seams that will be perma.nendy watertight and
weather resistant
3.6 CLEANING AND PROTECTTON
A. Remove temporary protective coverings and stdppable films, if any, as sheet metal roofing
is installed. On completion of sheet metal roofing installation, clean finished surfaces,
including removing unused fasteners, metal filings, pop rtvet stems, and pieces of flashing.
Maintain in a clean condition duting construction.
END OF SECTION 07610
SHEET METAL ROOFING 07610 - 7
TtD azchitects
Vail, Colorado
970-479-7387
• • Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
SECTION 07620 - SHEET METAL FLAS�IING AND TRIM
PART 1 - GENFRAT"
1.1 SUMMARY
A. This Section includes the following.
1. Formed wall flashing and trim.
1.2 QUAI.ITY ASSURANCE
A. Sheet Metal Flashing and Trim Standard: Comply with SMACNA's "Architectural Sheet
Metal Manual." Confomn to dimensions and profiles shocan unless more stringent
requirements are indicated.
PART 2 - FRODUCTS
2.1 MANUFACTURERS
A. In other Part 2 atticles where tides below introduce lists, the following requirements apply
to product selection:
' 1. Avai]able Manufactuters: Subject to compliance with requirements, manufacturers
offering products that map be incorporated into the Wor� include, but are not
limited to, manufactuters specified.
2. Manufacturers: Subject to compliance with requirements, pmvide products bp one
of the manufacturers specified.
2.2 SHEET METAIS
A. Aluminum Shee� ASTM B 209, Alloy 3003, 3004, 3105, or 5005, Temper suitable for
fornvng and structutal perfortnance required, but not less than H14, finished as follows:
1. High-Perfom�ance Organic Finish: Two-coat, themiocured system containing not
less than 70 percent polyvinylidene fluoride resin by weight; complying with
AAMA 2604.
a. Color. Match Architect's samples.
SHEET METAL FLASHING AND TRIM 07620 -1
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TtD architects
Vail, Colorado
970-479-7387
2.3 MISCEI.I.ANEOUS MA'I�RIAIS
� Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
A. General: Provide materials and types of fasteners, solder, welding rods, protective
coatings, sepatators, sealants, and other miscellaneous items as required for complete sheet
metal flashing and trim installation.
B. Fasteners: Wood screws, annular threaded naiLs, self-tapping screws, self-locking rivets and
bolts, and other suitable fastenets designed to withstand design loads.
1. Fastenexs for F7ashing and Trim: Blind fasteners or self-drilling screws, gasketed,
with hex washer head.
2. Blind Fasteners: High-sttength aluminum or stainless-steel rivets.
C. Sealing Tape: Pressure-sensitive, 100 percent solids, polyisobutylene compound sealing
tape with release-paper backing. Provide permanently elastic, nonsag, nontoxic, �ion-
staining tape.
D. Flastomeric Sealant: ASTM C 920, elastomeric silicone polymer sealant; of type, gtade,
class, and use classifications required to seal joints in sheet metal flashing and trim and
remain watertight
E.
F.
Epoxy Seam Sealer. Two-part, non-cortosive, ahnninum seam-cementing compound.
Bituminous Coaring: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for 15-mil
dry film thickness per coat
2.4 FABRICATTON, GENERAL
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A. General: Custom fabricate sheet metal flashing and uim to comply with recommendations
in SMACNA's "Architectural Sheet Metal Manual" that applp to de.sign, dimensions, metal, '
and other characteristics of item indicated. Shop fabricate items where practicable. Obtain
field measurements for accurate fit before shop fabrication.
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C.
Fabricate sheet metal flashing and trim without egcessive oil canniug, buckling, and tool
marks and true to line and levels indicated, with exposed edges folded back to fomn hems.
1. Seams for Atuminum: Fabricate nonmoving seams with flat-lock seams. Fortn
seams and seal with epo�cy seam sealer. Rivet joints for additional strength.
Sealed Joints: Form non-expansion but movable joints in metal to accommodate
elastomeric sealant to comply with SMACNA recommendations.
D. Expansion Provisions: Where lapped or bayonet-type egpansion provisions in the V�ork
cannot be used, form egpansion joints of internneshing hooked flanges, not less than 1 inch
deep, filled with elaastomeric sealant concealed within joints.
E. Conceal fasteners and expansion provisions where possible on exp�osed-to-view sheet
metal flashing and trim, unless otherwise indicated.
SHEET METAL FLASHING AND TRIIvi 07620 - 2
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970-479-7387 Vail, Colorado
F. Fabricate cleats and attachment devices from same material as accessory being anchored or
from compatible, non-corrosive metal, and in thickness not less than that of inetal being
secured.
2.5
A.
2.6
:
STEEP-SLOPE ROOF SHEET METAL FABRICA'TIONS
Apron, Step, Cricket, and Backex Flashing. Fabricate ftom the following matetial:
1. Aluminum: 0.0320 inch thick.
Eave, Rake Flashing: Fabricate from the following material:
1. Aluminutn: 0.0320 inch thick.
WALL SHEET METAL FABRICATIONS
A. Openings Flashing in Frame Construction: Fabricate head, sill and similar flashings to
extend 4 inches bepond wall openings. Form head and sill tlashing with 2-inch- high end
dams. Fabricate from the following materiaL• •
1. Aluminum: 0.0320 inch thick.
PART 3 - E�CUTION
I � 3.1
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INSTALLATION, GENERAI.
A. General: Anchor sheet metal flashing and trim and other components of the Work
securely in place, with provisions for the�mal and structura.l movement Use fasteners,
solder, welding rods, protective coatings, separators, sealants, and other miscellaneous
items as required to complete sheet metal flashing and trim system.
1. Torch cutting of sheet metal flashing and trim is not permitted.
B. Metal Protection: Where dissimilat metals vvill contact each other or corrosive substrates,
protect aga'tnst galvanic action by painting contact surfaces with bittimiilous coating or by
other permanent separation as recommended by fabricator or manufacturers of dissimilaz
metals.
C. Install exposed sheet metal flashing and tdm without excessive oil canning, buckling, and
t�l �.
D. Install sheet metal flashing and trim true to line and levels indicated. Provide uniforin, neat
seams with minimum exposure of solder, welds, and elastomexic sealant
SHEET METAL FLASHING AND TRIlVI 07620 - 3
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Vail, Colorado
970-479-7387
E. Install sheet
performance.
sheet metal.
3.2
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� Booth Creek Townhomes
Exteriox Renovations
Vail, Colorado
metal flashing and tdm to fit substrates and to result in watertight
Verify shapes and dimensions of surfaces to be covered before fabricating
1. Space cleats not more than 12 inches apart. Anchor each cleat with two fasteners.
Bend tabs over fasteners.
F. Expansion Provisions: P�ovide for thermal expansion of exposed fla.shing and tdm. Space
movement joints at a maximum of 10 feet with no joints allowed within 24 inches of
corner or intersection. Where lapped or bayonet-type expansion provisions cannot be used
or would not be sufficiendy watetbight, fomn expansion joints of inte,mneshing hooked
flanges, not less than 1 inch deep, filled with elastomeric sealant concealed within joints.
G. Fasteners: Use fasteners of sizes that will penetrate substr�te not less than 1-1/4 inches for
nails and not less than 3/4 inch for wood screws.
H.
1. Alumiuum: Use ahuninum or stainless-steel fasteners.
Seal joints with elastometic sealant as requiued foi watertight consttuction.
ROOF FLASHING INSTALIjATION
A. General: Install sheet metal roof flashing aud ttim to complp with performance
requirements and SMACNA's "Architectural Sheet Metal Manual." Provide concealed
fasteners where possible, set units true to line, and level as indicated. Install work with
laps; joints, and seams that will be pemnanently watertigh�
:
3.3
Roof Edge Flashing: Anchor to resist uplift and outwazd forces according to
recommendations in FMG Loss Prevention Data Sheet 1-49.
WALL FLASHING INSTALLATTON
A. General: Install sheet metal wall flashing to intercept and exclude penetrating moisture
according to SMACNA recommendations and as indicated. Coordinate installation of wall
flashing with installation of wall-opening components such as windows, doors, and louvers.
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B. Openiags Flashing in Frame Consttuction: Install continuous head, sill, and similar
flashings to extend 4 inches beyond wall openings. �
END OF SECTION 07620
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SHEET METAL FLASHING AND TRIM 07620 - 4 '
TtD architects
Vail, Colorado
970-479-7387
PART 1 - GENER.AT"
1.1 SUMMARY
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Booth Creek Townhomes
Egterior Renovations
Vail, Colorado
SECTION 07920 - TOINT SF_Ai-AN1'S
A. This Section includes joint sealants for the following applications, including those specified
by reference to this Section:
1. Exterior joints in vertical surfaces and horizontal non-traffic surfaces.
1.2 PERFORMANCE REQU�MF.NTS
A. Provide elastomeric joint sealants tha.t establish and maintain watertight and airtight
continuous joint seaLs without staining or deteriorating joint substrates.
1.3 WARR.ANTY
A. Special Installer's Wauanty: Installer's standard fortn in which Installer agxees to repair or
replace e,lastomeric joint sealants that do not comply with perfom�ance and other
requirements specified in this Section within specifi�d warranty period.
1. Wananty Period: Two yeazs from date of Substantiai Completion.
B. Special Manufactuter's Wa.tranty: Manufacturer's standard form in which elastomeric
sealant manufachirer agrees to furnish elastomeric joint sealants to repair or replace thqse
that do not comply with performance and other requirements specified in this Section
within specified wartanty period.
1. Warranty Period: Two years 'from date of Substantial Completion.
PART 2 - PRODUCTS
� 2.1 MANUFACTURERS
A. Available Products: Subject to compliance with requirements, products that map be
� incorporated into the Work include, but aze not limited to, products listed in athet Part 2
articles.
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JOINT SEALANTS 07920 - 1
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TtD architects � Booth Creek Townhomes
Vail, Colora.do Exterior Renovations
970-479-7387 Vail, Colorado
2.2 MATERIAIS, GENERAL
A. Compatibility: Provide joint sealants, backings, and other related materiaLs that are
compatible with one another and with joint substtates under conditions of service and
application, as demonstrated by sealant manufacturer, based on testing and fie�1d
experience.
B. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range.
2.3 EI.ASTOMERIC JOINT SEALANT'S
A. Elastomeric Sealants: Comply with ASTM C 920 and other requirements indicated for
each liquid-applied chemically cuting seala.nt specified, including those referencing
ASTM C 920 classifications f4r type, grade, class, and uses related to exposure and joint
substrates.
B. Stain-Test-Itesponse Characteristics: Where elastomeric sealants are specified to be
nonstaining to porous substrates, provide products that have undetgone testing according
to ASTM C 1248 and have not stained porous joint substrates indicated for Project.
C. Suitability for Immersion in Liquids. Where elastomexic sealants are indicated for Use I for
joints that w�71 be continuously immetsed in liquids, provide products that have undetgone
testing according to ASTM C 1247 and qualify for the length of egposute indicated by
reference to ASTM C 920 for Class 1 or 2. Liquid used for tesring seal�nts is deionized
water, wiless otherwise indicated.
D. Single-Component Neutral- and Basic-Cuting Silicone Sealant:
1. Available Products:
a. Dow Corniug Corporation; 790.
b. GE Silicones; SilPruf LM SCS27Q0.
c. Tremco; Spectrem 1 (Basic).
d. GE Silicones; Si1Pruf SCS2000.
e. Pecora Corporation; 864.
f. Pecora Corporation; 890.
g. Polpmeric Spstems Inc.; PSI-641.
h. Sonneborn, Division of ChemResc Inc.; OmniseaL
i Tremco; Specttem 3.
j. or equivalent
2. Type and Grade: S(single component) and NS (uonsa�.
3. Class: 100/50.
4. Use Rehted to Exposute: NT (nontraffic).
5. Uses Related to Joint Substrates: M, G, A, and, as applicable tci joint substrates
indicated, O.
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7'tD architects �
Vail, Colorado
970-479-7387
6. Stain-Test-Response Characteristics:
ASTM C 1248.
2.4 JOINT-SEALANT BACKING
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Nonstaining to
Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
porous substrates per
A. General: Provide sealant backings of material and type that are nonstainin� are compatible
with joint substtates, sealants, primers, and othe,r joint fillers; and are approved for
applications indicated by sealant manufacturer based on field experience and laboratory
testing.
B. Cylindrical Sealant Backings: ASTM C 1330, Type [C (closed-cell mate�ial with a surface
skin)] [O (open-cell material)J [B (bicellular material with a surface skin)) [ or any of the
preceding types, as approved in writing by joint-sealant manufacturer for joint application
indicatec�, and of size and density to control sealant depth and otheiwise contribute to
producing optimum sealant performance:
C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant
manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials
or joint sutfaces at back of joint where such adhesion would result in seala.nt failure.
Provide self-adhesive tape where applicable.
2.5 MISCEIZ.ANEOUS MAT'F.RTAT S
A. Primer: Material recommended bp joint-sealant manufacturer where requited for adhesion
of sealant to joint substrates indicated, as deterniined from preconsttuction joint-sealant-
substrate tests and field tests.
B. Cleanets for Nonporous Sutfaces: Chemical cleaners acceptable to manufactuters of
seala.nts and sealant backing matexials, free of oily residues or other substances capable of
staining ar hatming joint substrates and adjacent nonporous surfaces in any way, and
fomnulated to promote optimum adhesion of sealants to joint substrates.
C. Masking Tape: Non-staining, nonabsorbent ma.terial compatible with joint sealants and
sutfaces adjacent to jointS.
PART 3 - EXECUTTON
� 3.1 PREPARATION
� A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants.
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1. Remove all foreign ma.terial from joint substtates that could interfere with adhesion
of joint sealant.
JOINT SEALANTS 07920 - 3
TtD azchitects
Vail, Colorado
970-479-7387
3.2
2.
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� Booth Creek Townhomes
F�teriot Renovations
Vail, Colorado
a. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning,
mechanical abrading, or a combination of these methods to produce a clean,
sound substtate capable of developing optimum bond with joint sealants.
Remove loose particles remaining after cle-aning operations above by
vacuutning or blowing out joints with oil-free compressed air.
Remove laitance and form-release agents from concrete.
a. Clean nonpomus surfaces with chemical cleaners or other means that do not
stain, harm substrates, or leave residues capable of interfering with adhesion of
joint sealants.
B. Joint Priming. Prime joint substrates, where recommended in writing by joint-sealant
manufacturer, based on preconstcuction joint-sea]ant-substrate tests or prior experience.
Applp primer to comply with joint-sealant manufacturer s written instructions. Confine
primexs to areas of joint-sealant bond; do not allov� spillage or migtation onto adjoining
surfaces.
C. Masking Tape: Use masking tape where required to prevent contact of sealant with
adjoining surfaces that otheswise would be pemoanendy stained or damaged by such
contact or by cleaning methods required to remove sealant smears. Remove tape
immediately after'tooling without disturbing joint seal.
INSTALLATION
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A. Sealant Installation Standatd: Comply with recommendations in ASTM C 1193 for use of �
joint sealants as applicable to materiaLs, applications, and conditions indicated.
B. Install sealant backings of type indicated to support sealants during application and at
position requited to produce cross-sectional shapes and depths of installed sealants relative �
to joint widths that allow optimum sealant movement capability.
C.
1. Do not lea.ve gaps between ends of sealant backings.
2. Do not stretch, t�vist, puncture, or tear sealant backings.
3. Remove absorbent sealant backings that have become wet before sealant application
and replace them with dry materials.
Install bond-breaker tape behind sealants where sealant backings are not used between
sealants and backs of joints.
D. Install sealants using proven techniques that complp with the following and at the same
time backings are installed:
1. Place sealants so they direcdy contact and fully wet joint substtates.
2. Completely fill recesses in each joint configtu�tion.
3. Produce uniform, cross-sectional shapes and depths relative to joint widths that
allow optimum sealant movement capability.
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JOINT SEALANTS 07920 - 4 �
' TrD architects � � Booth Creek Townhomes
Vail, Colorado Exterior Renovations
� 970-479-7387 Vail, Colorado
E. Tooling of Non-sag Sealants: Imtnediatelp after sealant application and before skinning or
cuting beg�ns, tool sealants according to requirements specified below to form smooth,
� uniform beads of configuration indicated; to elitninate air pockgts; and to ensure contact
and adhesion of sealant with sides of joint
� 1. Remove excess sealant from surfaces adjacent to joints.
2. Use tooling agents that are approved in writing by sealant manufacturex and that do
not discolor sealants or adjacent surfaces.
' 3. Provide conca.ve joint configutation per Figure SA in ASTM C 1193, unless
otherwise indicated.
� F. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by
methods and with cleaning materials approved in writing bp manufacturers of joint sealants
and of products in which joints occur.
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END OF SECTION 07920
JOINT SEALANTS 07920 - 5
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TrD arclutects
Vail, Colorado
970-479-7387
PART 1 - GENERAL
� �ooth Creek Townhomes
F.gterior Renovations
Vail, Colorado
SECTION 08550 - WOOD WINDOVPS
1.1 SUMMARY
A. This Section includes the following alutninutn-clad wood-fi^amed window product types:
1. Casement windows.
2. Sliding Glass doors
1.2 PERFORMANCE REQUIREMENTS
A. General: Provide wood windows capable of complying with perfortnance requirements
indicated, based on testing manufacturer's windows that ate representative of those
specified and that are of m�nimum test size required by AAMA/NWWDA 101 /I.S.2.
B. Thermal Transmittance: Provide wood windows with a whole-window U-val�te maximum
of .38 at 15-mph extexior wind velocity and winter condition tempetatutes when tested
according to NFRC 100.
G Solar Heat-Gain Ccefficien� Provide wood windows with a whole-window SI-�GC
maximum of .30, determuied according to NFRC 200 procedures.
D. Specific Product Performance Requitements: Comply with Section 2.2 of
AAMA/NWWDA 101 /I.S.2 as applicable to types of wood windows indicated.
1.3 SUBMITTAIS
A. Product Data: For each type of wood window indicated.
B. Shop Drawings: Include plans, elevations, sections, detaiLs, hatdwaze, attachments to other
Work, and operational clearances.
C. Samples: For each exposed finish.
D. Maintenance data.
1.4 QUALPTY ASSURANCE
A. Installer. A qualified installer, approved by manufa,cturer to install ma.nufacturer's
products.
WOOD WINDOWS 08550 -1
TtD architects � � Booth Creek Townhomes
Vail, Colorado Eme,rior Renovations
970-479-7387 Vail, Colorado
B. Fenestration Standard: Comply with A.AMA/1�TWWDA 101/I.S.2, "Voluntary
Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors," for
minimum standatds of performance, materials, components, accessories, and fabrication
unless more stringent requirements are indicated.
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C. Glazing Publications: Comply with published recommendations of glass manufacturers �
and GANA's "Glazing Manual" unless more shingent requirements are indicated.
1.5 WARR.AN'I'Y
�
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or �
replace wood windows that fail in materials and workmanship within two yeats from date
of Substantial Completion.
:
C.
Wattanty Period for Metal Finishes: 20 years fromdate of Substantial Completion.
Warranty Period for Glass: 20 years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 MANUFACTURF.RS
A. Available Manufacturers: Subject to compliance with requirements, ma.nufacturers offering
products that may be incoiporated into the Work include, but are not limited to, the
following.
1.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
Andersen Commercial Group; Andersen Corp.
BiltBest Windows and Patio Doors.
Caradco Window Corp.; Jeld-Wen, Inc.
Crestline; a division of SNE Enterprises, Inc.; a Norte� Company.
Eagle Window & Door, Inc.; an American Architectural Products Corpora.tion
Company.
Hurd Millwork Co.
Kolbe & Kolbe Millwork Co., Inc.
Marviu Windows and Doors.
Norco Windows and Patio Doors; Je1d-Wen, Inc.
Peachtree Doors and Windows; Norte�, Inc.
Pella Corporation.
Pozzi Wood Windows; Jeld-Wen, Inc.
Vetter; a division of SNE Enterprises, Inc.; a Nortek Compauy.
Weather Shield Mfg., Inc.
or ecjuivalent
��••� � �•��
08550 - 2
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' Vail, Colorado
970-479-7387
2.2 MATERIAIS, GENERAL
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•Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
A. Aluminum Extrusions and Rolled Aluminum for Cladding, High-Performance Organic
Finish: Two-coat thermocured system with fluoropolpmer coa.ts containing not less than
70 percent polyvinylidene fluoride resin by weight; complying with A.AMA 2604.
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1. Color and Gloss: As selected from manufacturer s full range.
GLAZING
Glazing Spstem:
weathertight seal.
INSECT SCREFNS
Manufacturer's standard factory-glazing system that produces
A. General: Design windows and hardware to accommodate screens in a tight-fitting,
' removable arrangement, with a minimum of e�osed fasteners and latches. I.ocate screens
on inside of window and provide for each operable exterior sash or ventilator.
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B. Glass-Fiber Mesh Fabric: 20-by-20 or 20-by-30 mesh of PVC-coated, glass-fiber threads;
woven and fused to form a fabric mesh resistant to corrosion, shrinkage, stretch, impact
damage, and weather deterioration in the following color. Comply with ASTM D 3656.
1. Mesh Color. Charcoal gtay.
I� 2.5 FABRICATION
A. General: Fabricate wood windows, in sizes indicated, that comply with
, AAMA/NWWDA 101/I.S.2 for performance c]ass and perfortnance grade indicated.
Include a complete system for assembling components and anchoring windows.
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Fabricate wood windows that ate re-glazable without disinantling sash or ventilatot
&aming.
Weather Stripping: Provide full-petimeter weather stripping for each operable sash and
ventilator, unless otherwise indicated.
Factory machine windows for openin�fls and hatdwate that is not surface applied.
E. Mullions: Provide mullions and cQVer plates as shown, m�tching window units, complete
with anchors for support to structure and installation of window units. Allow for erection
tolerances and provide for movement of window units due to thermal expansion and
building detlections, a� indicated. Provide mullions and cover plates capable of
withstanding design loads of window units.
WOOD WINDOWS 08550 - 3
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TtD architects � � Booth Creek Townhomes
Vail, Colorado Exterior Renovations
970_479-7387 Vail, Colorado
F. Glazing Stops: Provide nailed or snap-on glazing stops coordinated with Division 8
Section "Glazing" and glazing system indicated. Provide glazing stops to match sash and
ventilator frames.
2.6 WOOD FINISHES
A. Factory-Finished Windows: Provide fabricator's standard factory finish consisring of
prime coat and two finish coats; 3-mil dty film tl�ic,kness. Apply finish to e�osed exterior
and interior wood surfaces.
1. Color: As selected itom manufactuter's full range.
PART 3 - EXECUTION
3.1 INSTAI.LATION
A. Install windows level, "plutnb, square, true to line, without distortion or impeding thermal
movement, anchored securely in place to structural support, and in proper relation to wall
flashing and other adjacent consttuction.
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B. Set sill members in bed of sealant or with gaskets, as indicated, for weathertight
consttuction. �
C. Metal Protection: Separate aluminum and other corrodible surfaces ftom sources of
corrosion or electtolytic action at points of contact with othe,t materials by complying with
requirements specified in "Dissimilar Materials" Paragraph in Appendix B in
AAMA/NWWDA 101/I.S.2.
D. Adjust operating sashes and ventilators, screens, hardware, and accessories for a tight fit at
contact points and weather stripping for smooth operation and weathertight closure.
Lubricate hardware and moving parts.
E. Protect window surfaces from contact with contaminating substances resulting from
construction operations. In addition, monitor window surfaces adjacent to and below
exterior concrete and masonry sutfaces during consttuction for presence of dirt, scum,
alkaline deposits, stains, or other contaminants. If contatninating substances do contact
window surfaces, remove contaminants immediately according to manufacturer's written
recommendations.
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F. Clean exposed surfaces immediately after installing windows. Avoid damag�ng protective �
coatings and finishes. Remove e�cess sealants, gla,zing materials, dirt, and other substances.
G. Clean factory-glazed glass immediately after instatl, ina windows. Comply with ,
manufacturer's written recommendations for final cleaning and maintenance. Remove
nonpermanent labels and clean surfaces.
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WOOD WINDOWS 08550 - 4 �
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TrD architects • �ooth Creek Townhomes
Vail, Colorado Exterior Renovations
970-479-7387 Vail, Colorado
H. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged
during construction period.
END OF SECTION 08550
WOOD WINDOWS 08550 - 5
,
TtD architects
Vail, Colorado
970-479-7387
• �ooth Creek Townhomes
Exte,rior Renovations
Vail, Colorado
SECTION 09220 - PORTLAND CEMENT PLASTER
PART 1 - GENFRAT"
1.1 SUMMARY
A. This Section includes the following.
1. Exterior portland cement plasterwork (stucco) on metal lath plaster bases.
1.2
A.
B.
SUBMITTAT S
Product Data: For each type of product indicated.
Samples: For each type of [factory-prepared] [colore� [textut�d] finish coat indicated;
12 by 12 inches, and prepated on rigid backing.
I.3 QUALITY ASSURANCE
A. Mockups: Before plastering, install mockups of at least 100 sq. ft. in surface area to
demonsttate aesthetic effects and set quality standatds for materials and execution.
1. Install mockups for each type of finish indicated
2. Approved mockups may become part of the completed Work if undisturbed at time
of S�ibstantial Completion.
1.4
A.
B.
PROJECT CONDITIONS
Complp with ASTM C 926 requirements.
Exterior Plasterwork: App�y plaster when ambient temperature is greater than 40 deg F.
PART 2 - PRODUCTS
2.1 MANUFACI'tJRERS
A. In other Part 2 articles where tides below inttoduce lists, the following requirements apply
to product selection:
1. Available Products: Subject to compliance with requirements, products that may be
incorporated into the Work include, but are not limited to, products specified.
2. Products: Subject to compliance with requirements, provide one of the products
specified.
PORTLAND CEMENT PLASTER 09220 - 1
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TtD architects � Booth Creek Townhomes
Va.il, Colorado F�terior Renovations
970-479-7387 Vail, Colorado
2.2 METAL LATH
A. Expanded-Metal Lath: ASTM C 847 with ASTM A 653/A 653M, G60, hot-dip galvanized
zinc coating.
2.3
2.4
:
A.
1. Diamond-Mesh Lath: Self-fiuring.
a. Weight 2.5 lb/sq. yd..
Paper Backing. FS W-B-790, Tppe I Grade D, Style 2 vapor-permeable paper.
1. Provide paper-backed lath at exterior loca.tions.
ACCESSORIES
General: Comply with ASTM C 1063 and coordinate depth of trim and accessories with
thicknesses and number of pla.stet coats required.
B. Zinc and Zinc-Coated (Galvanize� Accessories:
1. Foundation Weep Screed: Fabricated from hot-dip galvanized steel sheet,
ASTM A 653/A 653M, G60 zinc coaring.
2. External-Comer Reinfarcemen� Fabricated from metal lath with
AS'ITvI A 653/A 653M, G60, hot-dip galvanized zinc coating.
3. Cornerbeads: Fabrica.ted from zinc or zinc-coated (galvanizec� steel.
A.
:
a. Small-nose style; use unless othexwise indicated.
4. Casing Beads: Fabricated itom zinc or zinc-coated (galvanized) steel; square-edged
style; with expanded flanges.
5. Control Joints: Fabricated from zinc or zinc-coated (galvanizecn steel; one-piece-
type, folded pair of un-perforated screeds in M-shaped cQnfigura�e�; with
perforated flanges and removable protective tape on plaster face of control joint
6. Expansion Joints: Fabricated itom zinc or zinc-coated (galvanized) steel; folded pair
of unperforated screeds in M-shaped configuration; with expanded flanges.
MISCELLANEOUS MAT�RIAI.S
Water for Mixing. Potable and free of substances capable of affecting plaster set or of
damaging plaster, lath, or accessories.
Fiber for Base Coa.t: Alkaline-resistant gla.ss or polypropylene fibers, 1/2 inch long, free of
contaminants, manufactuted for use in portland cement plastes.
G Steel Drill Screws: For metal-to-metal fasten��; ASTM C 10p2 or ASTM C 954, as
required by thickness of inetal being fastened; with pan head that is suitable fox application;
PORTLAND CEMF.NT PLASTER 09220 - 2
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TtD architects • �ooth Creek Townhomes
Vail, Colorado Exterior Renovations
970-479-7387 Vail, Colorado
in lengths required to achieve penetration through joined materials of not fewer than three
exposed threads.
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D. Fasteners for Attaching Metal Lath to Substrates: Complying with ASTM C 1063.
E. Isola.tion Strip at Exterior Walls:
1. Asphalt-Saturated Organic Felr. ASTM D 226, Type I(No. 15 asphalt felt),
unperforated.
2. Foam Gasket: Adhesive-backed, closed-cell vinyl foam strips that allow fastener
penetration without foam displacement, 1/8 inch thick, in width to suit steel stud
size.
PLAST'ER MATERIAIS
A. Portland Cemen� ASTM C 150, Tppe I.
:
C.
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1. Color for Finish Coats: Grap.
Lime: ASTZVI C 206, Type S; or ASTM C 207, Type S.
Sand Aggregate: ASTM C 897.
Acrylic-Based Finish Coatings: Factory-mixed acrylic-emulsion coating systems,
formulated with colorfast mineral pigments and fine aggregates; for use over portland
cement plaster base coats. Include manufacturer's recommended primers and sealing
topcoats for acrylic-based finishes.
1. Available Products:
a.
b.
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Bonsal, W. R Co.;.
ChemRex, SonoWall Stucco Systems;.
Dryvit Systems, Inc.;.
Parex Incorporated;.
Pleko Products, Inc.;.
Senergy, Inc.;.
Sto Corp.;.
Stuc-O-Flex International, Inc.;.
2. Color. As selected by Architect from manufacturer's full range.
� , 2.6 PLASTER MIXES
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A. General: Comply with ASTM C 926 for applica.tions indica.ted.
B. Portland Cement Base-Coat Mixes:
PORTLAND CEMFNT PLASTER 09220 - 3
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TrD architects � � Booth Creek Townhomes
Vail, Colorado Exterior Renovations
970�}79_7387 Vail, Colorado
1. Over Metal Lath: Scratch and brown coats for three-coat plasterwork as follows:
C.
a. Scratch Coa� For cementitious material, mix 1 part portland cement and 0 to
3/4 parts lime. Use 2-1/2 to 4 parts aggtegate per part of cementitious
material (sum of separate volumes of each component mate�.
b. Brown Coa� For cementitious matetial, mix 1 part portland cement and 0 to
3/4 parts lime. Use 3 to 5 parts aggregate per part of cementitious material
(sum of separate volumes of each component matexial).
Factory-Prepared Finish-Coat Mixes: For acrylic-based finish coatings, comply with
manufactuter's written instructions.
PART 3 - EXECUI'ION
3.1 PREPARATTON
A. Protect adjacent work from soiling, spattering, moisture detexioration, and other hatmful
effects caused by plastesing.
B. Prepare solid-plaster bases that are smooth or that do not have the suction capability
requ.ired to bond with plaster according to ASTM C 926.
3.2 INSTAI.LING METAL LATH
A. Expanded-Metal Lath: Install according to ASTM C 1063.
1. On Solid Surfaces, Not Otherwise Furred: Install self-fiirring diamond-mesh lath.
3.3 INSTALLING ACCFSSORIFS
A. Install according to AS1�VI C 1063 and at locations indicated on Drawings.
B. Reinforcement for Emexnal Cornets:
1. Install lath-type extemai-corner reuiforcement at exterior locations.
C. Control Joints: Install control joints in specific locations approved by Arclutect for visual
effect as follows:
1. As required to delineate plasterwork into areas (panels) of the following maximum
sizes:
a. Vertical Sutfaces: 144 sq. ft..
2. At distances between conttol joints of not greater than 18 feet o.c.
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PORTT..AND CF.MENT PLAS'TER 09220 - 4 �
TtD architects • �ooth Creek Townhomes
Vail, Colorado Exterior Renovations
970-479-7387 Vail, Colorado
3. As required to delineate plasteravork into areas (panels) with length-to-width ratios of
not greater than 2-1 /2:1.
4. Where control joints occur in surface of construction direcdy behind plaster.
5. Where plasterwork areas change dimensions, to delineate rectangular-shaped areas
(panels) and to relieve the stress that occurs at the corner formed by the dimension
change.
3.4
A.
B.
C.
3.5
PLASTER APPLICATION
General: Comply with ASTM C 926.
Plaster Finish Coats: Apply to provide skip trowel-textured finish to match Architect's
sample.
Acrylic-Based Finish Coatings: Apply coating system, including primers, finish coats, and
sealing topcoats, according to manufactuter's written inst�actions.
CUTITNG AND PATCHING
A. Cut, p�tch, replace, and repair plaster as necessary to accommodate other wark and to
restore cracks, dents, and imperfections. Repair or replace work to eliminate blisters,
buckles, crazing (check cracking�, drp outs, efflorescence, sweat outs, and similar defects
and where bond to substrate has failed.
END OF SECTION 09220
PORTLAND CEMF.NT PLASTFR 09220 - 5
TtD architects
Vail, Colora.do
970-479-7387
PART 1 - GENERAL
• •Booth Creek Townhomes
Exterior Renovations
Vail, Colorado
SECTION 09931- EX'TERIOR WOOD STAINS
1.1 SUMMARY
A. This Section includes surface preparation and the application of wood stains to exterior
wood surfaces.
1.2 SUBMITTALS
A. Product Data: For each type of stain indicated.
B. Samples: For each color and stain matetial to be applied, with texture to simulate actual
conditions, on tepresentative Samples of actual substrates.
1. Stained Wood: Provide 8- by 10-inch Samples.
1.3 QUALITY ASSURANCE
A. Benchmaxk Samples (Moc�ups): Provide a full-coat benchmark finish sample for each
type of stain and substrate required. Comply with procedures specified in PDCA P5.
Duplicate finish of approved sample Submittals.
1. Fina1 approval of colors will be from benchmark samples.
1.4 PROJECT CONDIT'IONS
A. Store materials not in use in tightly covered containers in a well-ventilated area at a
minunum ambient temperature of 45 deg F. Maintain storage containers in a clean
condition, free of foreign materials and residue.
B. Apply stains Qnly when temperatutes of sutfaces to be stained and the surrounding air are
between 45 deg F and 90 deg F for oil-based stain, or between 50 deg F and 90 deg F for
latex-based stain.
C. Do not apply stain in snow, rain, fog, or mist; when relative humidity exceeds 85 percent;
when temperatures are less than 5 deg F above the dew point; or to damp or wet surfaces.
EXT'ERIOR WOOD STAINS 09931 -1
TtD a.rchitects � � Booth Creek Townhomes
Vail, Colorado Exterior Renovations
970-479-7387 Vail, Colorado
1.5 EXTR.A MA'I ERIAI.S
A. Furnish extra stain materials from the same production run as the materiaLs applied and in
quantities described below. Package with protective covering for storage and idenrify with
labels describing contents. Deliver extra materials to Owner.
1. Quantity: 5 percent, but not less than 1 gal. or 1 case, as appropriate, of each
material and color applied.
PART 2 - PRODUCTS
2.1 MANUFACI'LTRERS
A. Available Products: Subject to complianee with requirements, products that may be
incotporated into the Work include, but are not limited to, those listed in other Part 2
articles.
B. Manufacturers' Names: Shortened versions (shown in parentheses) of the following
manufacturers' names aze used in other Part 2 articles:
1. Benjamin Moore & Co. (Benjamin Moore).
2. Coronado Paint Companp (Coronado).
3. ICI Dulux Paint Centers (ICI Dulux Paints).
4. PPG Industries, Inc. (Pittsburgh Paints).
5. Samuel Cabot, Inc. (Samuel Cabot).
6. Sherwin-Williams Co. (Sherwin-Williams).
7. or equivalent
2.2 F.XTF.RTOR WOOD STAIN MATERIAL-S, GENERAL
2.3
A. Material Compatibilitq: Provide primers and finish-coat materials that are compatible with
one another and with the substtates indicated under conditions of service and application,
as demonstrated by manufacturer based on testing and field expe,rience.
B. Stain-Material Quality: Provide manufacturer's best-quality stain material of the vatious
stain types specified that are factory formu]ated and recomtnended by manufacturer for
application indicated. Stain-ma.terial containets not displaping manufacturer's product
identification will not be acceptable.
C.
A.
Colors: Match samples.
EXTERIOR WOOD SI'AIN PRODUCTS
Semitransparent Oil/Alkyd Stain:
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970-479-7387
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7.
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�ooth Creek Townliomes
Exterior Renovations
Vail, Colorado
Benjamin Moore: Moorwood Semi-Transparent Stain & Wood Preservative
No. 081.
Coronado: 92 Line Nordik Semi-Transparent Stain and Preservative.
ICI Dulux Paints: 2710-��� Woodpride Exterior Oil Semi-Transparent Stain.
Pittsburgh Paints: 77-900 Series Rez Exterior Water Repellent Semi-Transparent Oil
Stains.
Samuel Cabot: Semi-Transparent Stains 0300/6300 Series.
Sherwin Williams: Exterior Alkyd Semi-Transparent Wood Preservative Stain A14
Series.
or equivalent
' PART 3 - EXECUTION
' 3.1 APPLICATION
' A. F�camine substtates, areas, and conditions, with Applicator present, for compliance with
requirements for paint application.
,
'
CJ
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B. Remove hardware and hardwaze accessories, plates, machined sutfaces, lighting fixtures,
and similat items alreadp installed that aze not to be stained. If rennoval is impractical or
impossible because of size or weight of item, provide sutface-applied protection before
surface prepatation and staining.
1. After completing staining operations, reinstall items removed using workers skilled in
trades involved
C. Surface Preparation: Clean and prepare surfaces to be stained according to manufacturer's
written instructions for each particular substrate condition and as 'specified. Allow
unseasoned or shiny new wood to weather three months before staining.
1. Countersink steel naiLS, if used, and fill with putty tinted to final color to eliminate
rust leach stains.
D. Mixing. Stit stain thoroughly before applping and frequently during application to maintain
� color consistency. Maintain containers used in mixing and application in a clean condition,
free of foreign materials and residue.
, E. Minimum Spreading Rate: Apply stain at manufacturer's recommended spreading rate to
ensure proper penettation. Use applicators and techniques best suited for substtate and
type of stain material being applied.
'
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'
F. Protect work of other trades, whether being stained or not, agauLSt damage ftom staining.
Correct dama.ge by cleaning, repaiting or replacing, and restaining as approved by
Architect
EXTERIOR WOOD STAINS 09931 - 3
'
� �
TrD atchitects Booth Creek Townhomes
Vail, Colorado Exterior Renovations
970-479-7387 Vail, Colorado
G. Provide "Wet Paint" signs to protect newly stained finishes. After completing staining
opexations, remove temporary protective wrappings provided by others to protect their
work.
1. After work of other trades is complete, touch up and restore damaged or defaced
stained surfaces. Comply with procedures specified in PD�A Pl•
3.2 EXTERIOR WOOD STAIN SCHEDULE
A. Exterior Txim: Provide the following on exterior wood ttim:
1. Semitranspareut Oil/Alkyd Stain: Two coats.
END OF SECTION 09931
EXTERIOR WOOD STAINS 09931 - 4
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TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
Job Address:
Location.....:
Parcel No...:
Project No :
I7EPARTMENT OF COMMUNITY DEVE•PMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E05-0052
2875 MANNS RANCH RD VAIL
BOOTH CREEK TH-2875 MANNS RANCH ROAD
210103402001
-.-� �.�-�� �, -� �� y
OWNER BOOTH CREEK TOWNHOMES ASSOCI04/12/2005 Phone:
2875 MANNS RANCH ROAD
VAIL
CO 81657
License:
CONTR.ACTOR Eagle Valley Electric
P O Box 1116
Vail
CO 81658
License: 156-E
APPLICANT Eagle Valley Electric
P O Box 1116
Vail
CO 81658
License: 156-E
�� _oo< <
Status . . . : ISSUED
Applied . . : 04/ 12/2005
Issued . . . 04/ 13/2005
Expires . .: 10/10/2005
04/12/2005 Phone: 970-827-5772
04/12/2005 Phone: 970-827-5772
Desciption: TO INSTALL 3 TEMPORARY POWER PEDASTALS FOR EXTERIOR
RENOVATION OF ALL UNITS
Valuation: $1,500.00
***ss***�s**r****sr**�ss**:cr******�*�*�**********s*s**s**a*�*�******* FEE SUMMARY
s***************�*s*�s*��*******►*�****r*s********�s*******s
Electrical-------> $51. 75 Total Calcula[ed Fees--> $54.75
DRB Fee---------> $ o. o o Addiaonal Fees---------> $ o. o 0
Investigation----> $0. 00 Total Permit Fee--------> $54.75
Will Call------> $3 .00 Payments----------------> $54.75
TOTAL FEES--> $54.75 BALANCE DUE--------> $o. o0
ss**a****s***a*****����*s�**s*******rs***********�****�*�*�s*�***�**sssa***********�s******s**�s****s*s**s**r*�s*ss*s*�*******s�*****r*******�***
Approvals:
Item: 06000 ELECTRICAL DEPARTMENT
04/12/2005 JS Action: AP
Item: 05600 FIRE DEPARTMENT
as***�xasarx�m*rsrs*srrs*srs*�*x**s:s�**xsxs*�e**ssssx*r***►s*sss**srsss**s*�ss***s****a:****ssss:�r**sr�***s��********sss:********s*s***►*a*****
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
*******�*:*�***:*::****�*:*:*�*«:***:*«****::*:**:�*.*::�::::::::**::s::::s*::s:ss.*�*s**.s*..***:::**�:::**.s�*ss*.*�*:*::�*:*:***:::*�*******.**
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances �and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV CE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4
PM.
�
• �
*****************************************s**************************************************
TOWN OF VAIL, COLORADO Statement
**********s*********************************************************************************
Statement Number: R050000383 Amount: $54.75 04/13/200502:26 PM
Payment Method: Check Init: DDG
Notation: Eagle Valley
Electric 18255
-----------------------------------------------------------------------------
Permit No: E05-0052 Type: ELECTRICAL PERMIT
Parcel No: 210103402001
Site Address: 2875 MANNS RANCH RD VAIL
Location: BOOTH CREEK TH-2875 MANNS RANCH ROAD
Total Fees: $54.75
This Payment: $54.75 Total ALL Pmts: $54.75
Balance: $0.00
*******************************************�************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
EP 00100003111100 ELECTRICAL PERMIT FEES 51.75
WC 00100003112800 WILL CALL INSPECTION FEE 3.00
T1(1A'N OF
75 S. Frontage ]
Vail, Colorado
APPLICATION �L NOT BE ACCEPTED IF INCOMPLET�R UNSIGNED
Project #• 0 4 0 3 2 4
Building Permit #: BOS-Q021
Electrical Permit #: ��= dO.S�
970-479-2149 (Inspections)
CONTRACTOR INFORMATION
COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials)
� AMOUNT OF SQ FT IN STRUCTl1RE: n/a II ELECTRICAL VALUATION: $1, 500 . 00
Contact Eag/e County Assessors O�ce at 970-328-8640 or visit www eaale-countv com for Parce/ #
Parcel #-7� t[) � O�`f b � oa 1
Job Name: �th C�.eek Townhomes
Legal Description Lot: Block: Filing:
Own rs Nam� Address:
�t� reP mnumhnmaG A��r,�-
Engineer: Address:
Job Address: �s Ranch Road
Subdivision:
� Phone:
iled description of work:
To install 3(three) Temporary Power pedestals for exterior
renovation of all units
Work Class: New ( ) Addition ( ) Remodel ( ) Repair ( ) Temp Power ( X ) Other ( )
Work Type: Interior () Exterior (X ) Both () Does an EHU exist at this location: Yes () No ()
Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family (� Commeraal ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
Is this permit for a hot tub: Yes () No
Does a Fire Alarm Exist: Yes () No (
Does a Fire
Exist: Yes ( ) No ( )
75
iZ� � /
,�**��**��,�**,�**��,��*�*****,�**��****FOR OFFIC� USE ONLY********,��,�*�**�**********,�**********
✓ � � 0ther Fees:=- '; �:Date Received . .
��(,�.� DRB Fees: `� '' . Acce ted B .' N
%�� Planner.Sian off..:� . _ _.�� ---_ -.
\\Vail�data�cdev\FORMS�PERMITS\ELECPERM. DOC
07/26/2002
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_�:�i4..� __..___,___.____._ VB�1. e�..=_�t�' �._____..______ �' `_! '.,.Y__--____.._._.____.__._._
F2et�c�este�d frtsp�ct Dab�: Frlday, Au{�ust t�i, 2Q05
Ir�sp�� Arca: JRN!
15 !+e Address: 2875 M�tPit+lS RANGN Ri7 VAl�
2i375 MAAIiv� RA9+1Cti �Ai�
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Actl�(ty: &�-� # Ty�e: A-MF �ub i ; �iMP
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Go��raetarr: Ct2EST�EE BiliLDihiG GC}MPANY l�laone: 97Q-479-t?5i�
�scr�ptlon: EXTERIQ� R�NOYATiQNi-SIDiNG. S711GG0. CHEMt�EY CAPS ANf3 L'►ECKS
Comrr�nt: RQU7E4 Y�+ JR. ELiSABEi'H @CKEL. FlRE AND PE1�L.iC iAiOR3SS -,15U'T}iEt�
C�menL a�pii�ant su�rtltl�t! � t� dtb �atbn which vc+es staff approvaqi �y plannic�g on 0�.4 7.�45. ee -�E�KE�.
ca�►nt: �ud�ir�g p�ans epprAVea by P�n�n9 a�Ze.os ee -��c�c�l
€��uuiestest lns�rt��i
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Ccmments:
Assigned To:
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90 �LQC3-FEnai
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SR, PSe�s�
CdA�S
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iEem: 60 SI.C�i's-Stt+98tP�k W�lli
tt�m: 7Q �L.DG-AAEsc. "Ap�xoved'"
�t37/06 1�speCdar: JFt� A�wi: P� PAft7'IAL APP1��4`A�.
Co�rtment PARTIl�i S�'l.iCCO BU[LDiI�".a5 A AlVL? �i :7�iLY
06/74/0� i spac r: JF2M ��tian� PA PARTIAi. APPRt3t1,4L
�atrttttert�: BI_DC K f..l4TN` APPfZC�/�0
06l24lQ5 !t�sp�ciur: JRM A�ica�: PA i'ARTIAI. APPRBVAL
Ca�timent: tAl"HE ��RQV�.D FUfi S�Dt'� �i,J AiVf.� Ctiti�A�EY ONLY C?I�B fa BLL}G
t?7li4it75 lr��r: .fRM ,4ciian� APAPFROVED
C.amtn�nt: Lf, C�LETE�
liem; S�U SL[l4a-Fittai
�t�rr.t: fi;1d F'L,i�t�i - ri1VAL �1K?
_ �__�__�_�_____..__�.._.._.._.__�___---------------------------
'r;.�����1 RtYn ��: �4�'r
E05-0052: Entries for Item:190 - ELEC-Final 15:25 02/15/2013
Comments
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