Specifications / /ft75Svt/ 9/ s 4 ' �/._
Project Manual
for
VILLA LA PAZ COMMUNITY BUILDING
at
11895 SW 91ST Ave.
Tigard, Oregon 97228
February 20, 1998
Owner:
Community Partners for Affordable Housing
P.O. Box 2320
Tigard, Oregon 97281 -3206
Telephone: (503) 968 -2724
Development. Consultant:
Sam Galbreath Associates
7720 SW Macadam Ave. #380
Portland, Oregon 97201 � y
Telephone: (503) 244 -3435 �`�, � R
Contractor:
AROVAEGRE
RT & Associates, Inc.
1 1858 SE Solomon Court .
PORTLAND, OR ON
Portland, Oregon 97266
Rich Tolvstad, President Il � �
Telephone: (503) 777 -8096 E OF O�
FAX /788 -3124
Structural Engineer: Architect:
Berry - Nordling Structural Engineers Aron Faegre and Associates
3607 SW Corbett Avenue 520 SW Yamhill Street
Portland, Oregon 97201 Portland, Oregon 97204
Telephone: (503) 227 -7783 Telephone: (503) 222 -2546
FAX /227 -7784 FAX /222 -6529
VILLA COMMUNITY BLDG TABLE OF CONTENTS - --
AFA February 20, 1998 Page 1 of 3
Asir CIF VILLA LA T GARD OREGON BUILDING / (� J. / , . /
PROJECT MANUAL 7
February 20, 1998
TABLE OF CONTENTS
SPECIFICATIONS
DIVISION 0 CONDITIONS OF THE CONTRACT
00030 Proposal
00040 Affidavit of Non - Collusion
00111 Standard Form of Agreement Between Owner /Contractor
where Basis is Cost Plus a Fee
00201 General Conditions of the Contract for Construction
00800 Supplementary General Conditions
DIVISION 1 GENERAL REOUIREMENTS
01010 Summary of Work
01020 Handicapped Accessibility
01040 Project Coordination
01045 Cutting and Patching
01070 Abbreviations and Standards
01200 Project Meetings
01301 Submittals
01401 Quality Control Services
01506 Temporary Facilities
01532 Tree Protection
01600 Material and Equipment
01640 Substitutions and Product Options
01641 Substitution Request Form
01706 Project Closeout
DIVISION 2 SITEWORK
02063 Building Demolition
02484 Soil Preparation & Mixes
02490 Trees, Shrubs, and Groundcover
02499 Landscape Maintenance
02512 Aggregate Base
02513 Asphaltic Concrete Pavement
VILLA COMMUNITY BLDG TABLE OF CONTENTS - --
AFA February 20, 1998 Page 2 of 3
DIVISION 3 CONCRETE
03300 Cast -in -Place Concrete
DIVISION 4 MASONRY
Not used.
DIVISION 5 METALS
05500 Metal Fabrications
DIVISION 6 WOOD AND PLASTICS
06100 Rough Carpentry
06220 Finish Carpentry
06410 Cabinet Work
DIVISION 7 THERMAL AND MOISTURE PROTECTION
07210 Building Insulation
07311 Roofing Shingles
07601 Flashing and Sheet Metal
07901 Joint Sealers
DIVISION 8 • DOORS & WINDOWS
08210 Wood Doors
08360 Overhead Doors
08565 Vinyl Windows
08705 Window Schedule
08710 Finish Hardware
08715 Door Schedule
DIVISION 9 FINISHES
09000 Room Finish Schedule
09250 Gypsum Board
09651 Resilient Flooring
09680 Carpeting
09900 Painting
DIVISION 10 SPECIALTIES
10440 Identifying Devices
10441 Identifying Devices Schedule
10800 Toilet Accessories
10990 Miscellaneous Specialties
/
VILLA COMMUNITY BLDG TABLE OF CONTENTS - --
AFA February 20, 1998 Page 3 of 3
DIVISION 15 MECHANICAL
15100 Mechanical Materials & Methods
15400 Plumbing
DIVISION 16 ELECTRICAL
16100 Electrical Systems
16500 Lighting
DRAWINGS (11 x 17 - in Project Manual)
-- Cover Sheet
A0.1 Notes & Symbols
A1.1 Property Sidewalk Plan & Parking Striping*
A1.2 Site Plan
A1.3 Property Landscape Plan*
A2.1a Ground Floor Plan
A2.1b Decking Plan
A2.2 Plan at Meeting Room Clerestory
A2.3 Roof Plan
A2.4 Reflected Ceiling Plan
A2.5 Signage Plan
A2.6 Enlarged Toilet Room Plans & Elevations
A3.1 Exterior Elevations
A3.2 Exterior Elevations
A3.3 Exterior Elevations
A4.1 Building Section
A4.2 Building Section
A4.3 Building Section
A4.4 Building Section
A4.5 Building Section
A4.6 Building Section
A4.7 Building Section
A5.1 Interior Elevations & Casework
A6.1 Thermal Criteria
S1.1 Structural Notes
S1.2 Structural Notes
S2 Foundation Plan
S3 Ground Floor Framing Plan
S4 Roof Framing Plan
S5 Schedules /Clerestory Roof Framing Plan
S6 Details
S7 Details
S8 Details
S9 Details
E1.1 Electrical Power Plan
E1.2 Electrical Lighting Plan
( *) to be issued later
END OF TABLE OF CONTENTS / V- CONTNT
VILLA COMMUNITY BLDG PROPOSAL 00030
AFA February 20, 1998 Page 1 of 1
PROPOSAL
TO: COMMUNITY PARTNERS FOR AFFORDABLE HOUSING, INC.
12750 SW Pacific Hwy. Suite 118
P. O. Box 23206
Tigard, OR 97205
FOR: VILLA LA PAZ COMMUNITY BUILDING
11875 SW 91st Avenue
Tigard, Oregon 97223
The undersigned having fully examined the conditions, specifications, addenda
and property to be improved, hereby offers and agrees that this bid shall be
irrevocable for at least ninety (90) calendar days after the bid opening date
and time, and if accepted proposes to furnish all materials, labor and
equipment and do all work specified in compliance with the terms and
conditions of the Plans and Specifications within 180 calendar days of
issuance of the Notice to Proceed for the sum of
BASIC BID: Dollars ($ )•
All prices shall be firm for the duration of the contract.
The bidder states below whether he is doing business as an individual, a
partnership, or a corporation. If a partnership, all partners are named and
the person signing on behalf of the partnership states his position with the
partnership. If a corporation, the bidder identifies the state in which it is
incorporated, whether it is licensed to do business in the State of Oregon and
the position of the person signing on behalf of the corporation.
Date:
Name of Firm:
Street Address:
City State Zip Phone
Construction Contractor's Board License #:
By (Original Signature):
(Title)
Firm is Corporation Partnership Proprietorship (Circle one)
Registered with Oregon Corporation Commissioner: Yes No (Circle one)
If Partnership, list partners:
If Proprietorship, name of principal:
VILLA COMMUNITY BLDG STANDARD FORM OF AGREEMENT SECTION 00111
AFA February 20, 1998 Page 1 of 1
00111 STANDARD FORM OF AGREEMENT BETWEEN OWNER & CONTRACTOR
By reference, the "Standard Form of Agreement Between Owner and Con-
tractor, where the basis of payment is the Cost of the Work plus a Fee
with a Guaranteed Maximum Price ", AIA document A111, dated 1987, is a part
of this contract.
END OF SECTION
V00111
VILLA COMMUNITY BLDG GENERAL CONDITIONS OF CONTRACT SECTION 00201
AFA February 20, 1998 Page 1 of 1
00201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION
By reference, the "General Conditions of the Contract for Construction ",
AIA Document A201, Dated 1987, is a part of this contract.
END OF SECTION
V00201
•
VILLA COMMUNITY BLDG SUPPLEMENTARY GENERAL CONDITIONS 00800
AFA February 20, 1998 Page 1 of 8
SUPPLEMENTARY GENERAL CONDITIONS
The following supplements modify, change, delete from, or add to AIA Document
A201, 1987 Edition. Where any Article of the General Conditions is modified or
any Paragraph, Subparagraph, or Clause thereof is modified or deleted by these
Supplementary Conditions, the unaltered provisions of that Article, Paragraph,
Subparagraph, or Clause shall remain in effect.
1.2 EXECUTION, CORRELATION AND INTENT
•
1.2.6 Add the following Subparagraph:
1.2.6 Any Contractor concern regarding dimension, quantity or location
of items in the Drawings, Details, or Specifications must be brought to
the attention of the Architect and resolved prior to start of the Work.
1.2.7 Add the following Subparagraph:
1.2.7 In the event of conflicts or discrepancies among the Contract
Documents, except as noted in 1.2.8 below, interpretations will be based
on the following priorities:
a.The Agreement.
b.Addenda, with those of later date having precedence over those of
earlier date.
c.The Supplementary General Conditions.
d.General Conditions.
e.Technical Specifications.
f.Matrices (bound in the Project Manual)
g.Drawings.
h.Large scale drawings over small scale drawings.
i.Information furnished by written notes and /or schedules on the
drawings shall take precedence over information furnished by lines on
the drawings.
1.2.8 Add the following Subparagraph:
1.2.8 In the event of any inconsistency in the Drawings and
Specifications unless otherwise ordered in writing by the Architect or
the Owner, the Contractor shall provide the better quality of, or the
greater quantity of Work or materials. This provision shall apply only
to inconsistencies in express requirements of the Drawings and
Specifications and not to interpretations by the Owner or Architect.
2.4 OWNER'S RIGHT TO CARRY OUT THE WORK
2.4.1 Delete Subparagraph 2.4.1 in its entirety and substitute the following:
2.4.1 If the Contractor defaults or neglects to carry out the Work in
accordance with the Contract Documents, the Owner may, without prejudice
to any other remedy, make good any deficiency or defect. Such action may
be taken by the Owner seven (7) calendar days after receipt of written
notice by the Contractor and his surety, if required by the Contract
Documents, from the Owner of such deficiency or defect. If in the
judgment of the Architect an emergency or danger to the Work or to the
Public exists, Owner's action as set forth above may be taken without
any notice whatsoever. The cost of such action shall be borne by the
Contractor through issuance of a Change Order, deducting from payments
VILLA COMMUNITY BLDG SUPPLEMENTARY GENERAL CONDITIONS 00800
AFA February 20, 1998 Page 2 of 8
then or thereafter due the Contractor such cost. If payments then or
thereafter due the Contractor are not sufficient to cover such amount,
the Contractor shall pay the difference to the Owner.
3.4 LABOR AND MATERIALS
3.4.3 Add the following subparagraph:
3.4.3 If the Contractor desires to recommend that products, materials
or processes other than those specified or approved for substitution
during the bidding period be used, he shall secure from the Architect
written approval of use of same before proceeding with their use.
3.7 PERMITS, FEES AND NOTICES
3.7.1 Add the following sentence to the end of the paragraph:
3.7.1 See Section 01010, 1.01, F.
3.7.5 Add the following Subparagraph:
3.7.5 Any reference in the Specification text to codes, standard
specifications and manufacturer's instructions shall mean the latest
printed edition of each in effect at the Contract Date.
3.11 DOCUMENTS AND SAMPLES AT THE SITE
3.11.2 Add the following Subparagraph:
3.11.2 The Drawings shall be reproducible prints and shall have
recorded thereon all changes and corrections, all actual dimensions,
locations and other details of the Work as actually built.
3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
3.12.3 Delete Subparagraph 3.12.3 in its entirety and substitute the
following:
3.12.3 Samples are physical examples, furnished by the Contractor or
any subcontractor, manufacturer, supplier or distributor, which
illustrate materials, equipment or workmanship and establish standards
by which the Work will be judged.
3.18 INDEMNIFICATION
3.18.2 Delete Subparagraph 4.18.2 in its entirety.
Add the following Subparagraph:
3.18.2 Contractor shall hold the Community Partners for Affordable
Housing, Inc., its officers and employees free and harmless and
shall indemnify the Community Partners for Affordable Housing,
Inc. for any claims for damage to property or injury to persons
which may be occasioned by any work and or services furnished or
carried on under the terms of the Contract.
3.19 CONFLICTS OF INTEREST
3.19.1 Add the following paragraph:
3.19.1 No officer of the Owner nor any person employed in its service
shall be permitted any share or part of the Contract or is or shall be
entitled to any benefit which may arise therefrom.
4.2 ADMINISTRATION OF CONTRACT
• - VILLA COMMUNITY BLDG SUPPLEMENTARY GENERAL CONDITIONS 00800
AFA February 20, 1998 Page 3 of 8
4.2.12 Delete Subparagraph 4.2.12 in its entirety and substitute the
following:
4.2.12 Any claim or dispute or other matter in question between the
contractor and the Owner referred to the Architect, except those
relating to artistic effect as provided in Subparagraph 2.2.11 and
except those which have been waived by the making or acceptance of
final payment as provided in Subparagraphs 9.9.4 and 9.9.5, may be
presented by the Contractor to the Community Partners for
Affordable Housing, Inc. for consideration. However, no request
for consideration may be presented until the earlier of:
1.the date on which the Architect has rendered a written decision, or
2.the tenth day after the Contractor has presented his evidence to the
Architect or has been given a reasonable opportunity to do
so, if the Architect has not rendered a written decision by
that date.
If a decision of the Architect is made in writing and does not state
that it will be reconsidered by the Architect, no demand, dispute
or claim may be made for any matter covered by such decision later
than thirty (30) calendar days after the date on which the
Contractor received the decision, unless contested in writing by
the Contractor. The failure to contest in writing within said
30 -day period will result in the Architect's decision becoming
final and binding upon the Contractor.
4.5 ARBITRATION
4.5 Delete Paragraph 4.5 in its entirety.
5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK
5.2.1 Substitute the word "If" for the words "Unless otherwise" in the first
sentence.
6.2 MUTUAL RESPONSIBILITY
6.2.5 Delete Subparagraph 6.2.5 in its entirety and substitute the following:
6.2.5 Should the Contractor wrongfully cause damage to the work or
property of any separate contractor, the Contractor shall upon due
notice promptly attempt to settle with such other contractor by
agreement, or otherwise to resolve the dispute. If such separate
contractor sues the Owner on account of any damage alleged to have been
caused by the Contractor, the Owner shall notify the Contractor who, if
requested by the Owner, shall defend such proceedings. If any judgment
or award against the Owner arises therefrom the Contractor shall pay or
satisfy it and shall reimburse the Owner for all Attorney's fees and
court costs which the Owner has incurred.
7.1 CHANGE ORDERS
7.1.1 Delete Subparagraph 7.1.1 in its entirety and substitute the following:
7.1.1 A Change Order is a written order to the Contractor approved by
the Community Partners for Affordable Housing, Inc. and issued by the
Architect after execution of the Contract, authorizing a change in the
Work. A Change Order signed by the Contractor indicates agreement
therewith, including the adjustment in the Contract Sum or the Contract
Time.
VILLA COMMUNITY BLDG SUPPLEMENTARY GENERAL CONDITIONS 00800
AFA February 20, 1998 Page 4 of 8
Add Subparagraph 7.2.3
7.2.3 Contractor agrees to competitively obtain the most favorable
price possible for the Owner on any required changes to the work.
Proposals for a change in the Work requesting additional or
reduced time or compensation shall include a complete itemization
of the proposal indicating separately the following:
1.Quantities of material;
2.Unit costs;
3.Labor charges including number of hours for each classification and
rates;
4.Contractor's and /or subcontractor's and /or supplier's profit and
overhead; and
5.Time extension or time reduction
8.1 DEFINITIONS
8.1.3 Delete Subparagraph 8.1.3 in its entirety and substitute the following:
8.1.3 "Completion" or "complete" (in AIA Document A201 called
"Substantial Completion ": which term shall mean "Completion" wherever
used) is when the entire work is complete so that the Owner may occupy
all the Work or designated portion thereof for the use for which it was
intended.
8.3 DELAYS AND EXTENSIONS OF TIME
8.3.1 Delete Subparagraph 8.3.1 in its entirety and substitute the following:
8.3.1 The Owner may grant extensions by Change Order approved by the
Community Partners for Affordable Housing, Inc., if such extension is
justified by causes beyond the control of the Contractor and if the
Contractor has:
1.Given written notice to the Architect of the cause of delay within two
(2) calendar days after the beginning thereof;
2.Given written notice to the Architect of the termination of delay
within two (2) calendar days after such termination; and,
3.Made written claim for such extension within five (5) calendar days
after termination of the delay.
8.3.2 Delete Subparagraph 8.3.2 in its entirety and substitute the following:
8.3.2 Inclement weather normal for the season shall be anticipated by
the Contractor and shall not justify a claim for delay or extension of
time. Climatological Data, Oregon, published by the National Oceanic and
Atmospheric Administration, Environmental Data Service, shall be the
basis for any weather- related claim.
9.3 APPLICATIONS FOR PAYMENT
9.3.1 Add the following sentence:
9.3.1 Such above submittal shall be made in triplicate on AIA Document
G702 and G703, Application and Certificate for Payment and Continuation.
9.3.2 Delete Subparagraph 9.3.2 in its entirety and substitute the following:
9.3.2 Unless otherwise provided in the Contract Documents, the Owner
shall make payments on account of the Contract based on the value of
Work estimated by the Contractor in the schedule of values and as
itemized in the submitted Application and Certificate for Payment to
- VILLA COMMUNITY BLDG SUPPLEMENTARY GENERAL CONDITIONS 00800
AFA February 20, 1998 Page 5 of 8
have been completed on or about the last day of each calendar month, and
to be acceptable. Estimated quantities shall be considered only as
approximate and shall be subject to the Architect's adjustment and
correction. If approved in advance by the Architect, payments may
similarly be made on account of materials or equipment not incorporated
in the Work but delivered and suitably stored, protected and insured
both at the site or at some other location agreed upon in writing.
Payments for materials or equipment stored either on or off the site
shall be conditioned upon submission by the Contractor of bills of sale
or such other procedures satisfactory to the Owner to establish Owner's
title to such materials or equipment or otherwise protect the Owner's
interest including applicable insurance and transportation for those
materials and equipment stored off the site.
9.3.4 Add the following Subparagraph.
9.3.4 Five percent (5 %) of the amount of the completed Work up to 100%
paid for completion of the Contract, as shown on accepted monthly
Applications and Certificate for Payment forms, will be retained by the
Owner in accordance with ORS 279.575. At Contractor's option to above
(subject to statutory requirements of the State of Oregon), such
retentions in the form of approved bonds or securities may be placed in
deposit with an acceptable third party and with interest accruing from
such deposits paid to the Contractor.
9.6 PROGRESS PAYMENTS
9.6.1 Add the following sentence:
9.6.1 Payment for all work under the Contract will be made at the price
or prices bid therefore and is full compensation for all incidental
work, unless otherwise provided for in the Owner- Contractor Agreement.
9.10 FINAL COMPLETION AND FINAL PAYMENT
Add the following Subparagraphs:
9.10.5 Prior to payment of the retained percentage, Contractor agrees
to execute, in form approved by the Community Partners for Affordable
Housing, Inc., a receipt for all amounts paid or payable by Community
Partners for Affordable Housing, Inc. hereunder, and to furnish
satisfactory evidence that all amounts due for labor, materials and
other obligations under this contract have been fully paid by Contractor
and that all actions for injuries to person or damage to property
arising out of operations hereunder have been fully and finally settled
or are fully covered by insurance protecting the Community Partners for
Affordable Housing, Inc., its officers and employees, as well - as
Contractor.
9.10.6 It is agreed by the parties hereto that, if Contractor shall
fail to complete the Work hereunder within the time limit fixed in the
Instructions to Bidders and in the Proposal, or any approved extensions
thereof, no payments shall thereafter be made under this Contract until
the Work shall be finally completed.
Delete the text of Article 11 in its entirety and substitute the following:
11.1 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE
11.1.1 The Contractor shall secure and maintain such public liability and
property damage insurance as will protect the Contractor and Owner
from any and all claims for damage or personal injury including
death, which may arise from operations under this contract or in
connection therewith, including all operations of subcontractors.
VILLA COMMUNITY BLDG SUPPLEMENTARY GENERAL CONDITIONS 00800 - •
AFA February 20, 1998 Page 6 of 8
Such insurance shall provide coverage for not less than the
following:
For Personal Injury: $200,000
for one claimant $1,000,000 for one occurrence
For Property Damage: $500,000 for one occurrence.
In lieu of the foregoing submit a single limit public liability policy
for personal injury and property damage in the sum of $500,000 or
for not less than the amount for which public bodies are
responsible as set forth in ORS Chapter 30, Tort Actions Against
Public Bodies.
Such insurance shall be without prejudice to coverage otherwise
existing, and shall name as additional insured the Owner and all
other governmental bodies with jurisdiction in the area involved
in the Work, their officers and employees, and shall further
provide that the policy shall not be terminated or be canceled
prior to the completion of this Contract without thirty (30) days
written notice to the Owner, which notice shall be subject to the
approval of the Attorney; said notice to commence to run from the
date notice is actually received at the office of the Owner.
Notwithstanding the naming of additional insured, said policy shall
protect each insured in the same manner as though a separate
policy had been issued to each; but nothing herein shall operate
to increase the insurer's liability as set forth elsewhere in the
policy beyond the amount or amounts for which the insurer would
have been liable if only one person or interest had been named as
insured.
File with the Owner a certificate evidencing such insurance together
with the proper endorsement, which shall be subject to the
approval of the Attorney as to the adequacy of protection.
11.2 FIRE AND STANDARD EXTENDED COVERAGE INSURANCE
11.2.1 The Contractor shall insure the Work for 100 percent (100 %) of the
replacement value thereof for the life of the Contract against all
loss or damage of fire and against all loss or damage covered by
the Standard Extended Coverage Insurance endorsement, including
theft, vandalism, and malicious mischief, with an insurance
company or companies acceptable to Owner. The amount of the
insurance may vary with the extent of the work completed but shall
at all times be at least equal to the replaceable value of the
amount paid for work and materials installed and delivered, but
not yet paid for by Owner. The insurance policy or policies shall
be held jointly in the name of the Owner and Contractor as their
respective interests may appear. The loss, if any, shall be made
adjustable with, and payable to Owner as trustee for whom it may
• concern. Any payments made under any such policy shall inure to
the benefit of Owner to the extent of any loss suffered by Owner
and to the Contractor as to any remaining balance, for replacement
of the loss suffered. The policy of insurance shall provide that
it shall not be terminated or be canceled prior to completion of
this Contract without thirty (30) days written notice to the
Owner. The Contractor shall be responsible for all damage to the
work under construction, whether from fire, water, high winds or
other cause, during construction and until final completion and
acceptance, even though partial payments or progress payments have
been made under the Contract.
If the Owner finds it necessary to occupy or use a portion or portions
of the Work prior to Substantial Completion thereof, such
occupancy shall not commence prior to a time mutually agreed to by
VILLA COMMUNITY BLDG SUPPLEMENTARY GENERAL CONDITIONS 00800
AFA February 20, 1998 Page 7 of 8
the Owner and the Contractor and to which the insuring company has
consented by endorsement to the policy. This insurance shall not
be canceled or lapsed on account of such partial occupancy. The
Contractor and the insuring company shall not unreasonably
withhold consent to such partial occupancy.
11.3 WORKER'S COMPENSATION INSURANCE
Except for the purchase of supplies, materials, goods and equipment
which does not involve the performance of any services, prior to
any authorized performance under any contract, the contractor must
have on file with the Owner certificates establishing the
contractor has qualified:
(a)As a direct responsibility employer as provided pursuant to ORS
656.407; or
(b)As a contributing employer as provided by ORS 656.411.
13.1 GOVERNING LAW
13.1.2 Add the following Subparagraphs:
13.1.2 All laws relating to public contracts in the State of Oregon are
by this reference incorporated into the Contract and shall be complied
with by the Contractor including, but not limited to, the following:
1.Prompt payment, contributions to SAIF, avoidance of liens, and tax
withholding, as specified in ORS 279.312;
2.Limitations of hours of work, as specified in ORS 279.334, 279.336,
and 279.338;
3.Payment for medical care as specified in ORS 279, 320;
4.Compliance with Workman's Compensation provisions as specified in ORS
656.001 - 656.794.
13.1.3 The Owner may pay persons supplying labor or services according
to the provisions of ORS 279.312.
13.1.4 Contractors located in Oregon and Contractors performing work in
Oregon shall comply with Oregon Revised Statutes, Chapter 659,
prohibiting discrimination in employment.
13.3 WRITTEN NOTICE
13.3.2 Add the following:
13.3.2 Notice to Owner shall be understood to be a written
communication delivered by hand or mailed to the Community Partners for
Affordable Housing, Inc..
13.4 RIGHTS AND REMEDIES
13.4.3 Add the following Subparagraph:
13.4.3 The Owner reserves the right to use and occupy the whole or any
part of this Work which has been completed sufficiently to permit use
and occupancy and such use and occupancy shall not be construed as an
acceptance of the Work, or any part thereof, and any claims which the
Owner may have against the Contractor shall not be deemed to have been
waived for such use and occupancy.
14.2 TERMINATION BY THE OWNER FOR CAUSE
VILLA COMMUNITY BLDG SUPPLEMENTARY GENERAL CONDITIONS 00800
AFA February 20, 1998 Page 8 of 8
14.2.1 Add the following subparagraph:
(14.2.1).5 is adjudged a bankrupt, or if he makes a general assignment
for the benefit of his creditors, of if a receiver is appointed on
account of his insolvency, or should he neglect to execute the work
properly, or fail to perform any provisions of the contract, the Owner,
after seven (7) days written notice to the Contractor, and its surety if
any, may, without prejudice to any other remedy, terminate the contract
and take possession of all materials, tools and appliances, and finish
the work by such means as the Owner sees fit. In such case, the
Contractor shall no be entitled to receive any further payment until the
Work is finished.
END OF SUPPLEMENTARY GENERAL CONDITIONS
• - VILLA COMMUNITY BLDG SUMMARY OF WORK SECTION 01010
AFA February 20, 1998 Page 1 of 3
01010 SUMMARY OF WORK
1.00 GENERAL
1.01 STATEMENT OF WORK
A. The Work: The work is described in these specifications and on the
attached drawings. The project consists of a new community building
connected to a renovated office building and maintenance office by
new decks and porches. The renovated office building will include
new uni -sex toilet rooms and a computer room. Site work includes
parking lot patching, seal coat, and striping; landscaping; site
lighting at the new building and playground; sidewalks; playground
upgrade; chain link fencing around the pool and playground; and pool
maintenance.
B. Complete Review of Documents Required of all Parties to the
Contract: All parties to the Contract must adhere to the General
Conditions and must review all portions of the drawings and specifi-
cations to ensure proper coordination between trades. Any items
requiring clarification or special coordination must be submitted in
writing to the Architect.
C. Interior Finishes: The Contractor's work will include painting,
carpets, sheet vinyl, gypsum board, plastic laminate, built -in
counters and cabinets, window blinds, and other finishing such that
all habitable interior spaces are completed and ready to occupy.
The Contractor's work will include final cleaning of all work so
that it is ready for occupancy. The Owners will be responsible for
final furnishing of the interior spaces with furniture.
D. Project Coordination: All parties to the Contract shall work to
develop a team approach to the execution of the work.
E. Permit Application: Application for the building permit will be
made by the Owner and the building plan checking fee and building
permit fees will be paid by the Owner. The Contractor shall pay the
cost of any other electrical, mechanical, and plumbing plan check
and permit fees. Any special sewer, water, or drainage charges
(including meters, connections, special assessments) will be paid by
the Owner.
1.02 RELATED WORK BY OWNER:
A. The Owner will utilize volunteer and donated materials for some
portions of the work, as identified on the drawings. Contractor is
to cooperate in the planning and scheduling for this other work so
that it can be integrated into the renovation project and be
performed at the same time as the work of this contract. Coordinate
work for minimal impact on sequence of construction work and
safety /convenience of residents.
1.03 SUBSTANTIAL COMPLETION DATE
A. ( ) calendar days from date of Notice to Proceed
or from receipt of building permit. Within this time period
Contractor shall sequentially perform the work on a building by
building basis such that residents can remain in the buildings other
than the one being worked on. Prior to start of construction,,
Contractor shall provide a detailed proposed schedule showing start
and substantial completion dates for each building.
1.04 PRODUCTS
A. Standards: Any material or operation specified by reference to
published standards of the American Society for Testing and Material
(ASTM), Federal Specification (FS), industry associations, Portland
VILLA COMMUNITY BLDG SUMMARY OF WORK SECTION 01010
AFA February 20, 1998 Page 2 of 3
Building Regulations, Uniform Building Code, or other published
codes and standards, shall comply with the requirements of the
current codes or standard listed. In case of a conflict between the
referenced standard and the project specifications, the project
specifications shall govern.
B. Contractor's Options:
1. For products specified only by reference standards, provide
products by any manufacturer meeting standards specified.
2. For products specified by naming several products of
manufacturers, provide any product and manufacturer named.
3. For products specified by naming one or more products or
manufacturers, followed by "or approved equal ", Contractor must
submit request for substitution of any product not specifically
named. Requests must be received by the Architect in compliance
with time schedule stipulated in Instruction to Bidders.
4. For products specified by naming only one product and
manufacturer, provide product named. There is no option and no
substitution will be allowed. This restriction is used where
matching of existing products or systems is mandatory.
5. Application for substitution must be made on Substitution Request
Form, Section 01641 of these specifications to be considered.
1.05 OPERATIONS & STORAGE OF MATERIALS
A. The Contractor shall have use of only the property shown on Sheet
A0.1 and designated as "Staging Area" for operations and storage of
materials. The Contractor shall coordinate the storage of materials
and vehicles with the management company so as not to infringe on
designated tenant or management parking areas.
1.06 SURVEY & LAYOUT
A. The Contractor shall lay out the work accurately and in exact
accordance with the drawings. Any grade levels and line stakes
required to execute the work shall be set by a competent surveyor
approved by the Architect. All layouts shall be reviewed by the
Architect prior to the beginning of work.
1.07 WORKMANSHIP
A. Unless otherwise specified, all work shall be performed by craftsmen
skilled in the type of work involved.
B. No one shall be employed in connection with the work who is
unskilled in the work he is given to do. Should the Owner deem
anyone on the work incompetent or unfit for his duties, the
Contractor, upon notification thereof, shall dismiss the workman
immediately and shall not again employ him on any work for the
Owner.
C. All manufactured articles, materials, and equipment shall be aplied,
installed, connected, used, cleaned, and conditioned in accordance
with manufacturer's printed directions, unless otherwise specified.
D. The Contractor shall keep a written record of all observed
deficiencies and faulty or unsatisfactory work. Remedial action
shall be taken promptly so that no deficiencies are forgotten or
overlooked. Unsatisfactory work shall be corrected immediately and
not allowed to remain and become part of the punch list at
completion of the work.
E. The Contractor shall make every effort to catch all deficiencies and
unsatisfactory work performed by subcontractors, and require them to
make required corrections before leaving the project.
1.08 APPLICABLE CODES
A. All materials and workmanship shall conform to the State of Oregon
• 1996 Structural Specialty Code, Mechanical Specialty Code, Plumbing
VILLA COMMUNITY BLDG SUMMARY OF WORK SECTION 01010
AFA February 20, 1998 Page 3 of 3
Specialty Code, NFPA standards, National Electric Code with Oregon
Amendments, and applicable state and federal safety orders. All
references to codes, specifications, and standards shall mean the
latest edition, amendments to, or revision of such reference
standard in effect. Work shall also conform to the Americans with
Disability Act standards applicable to housing projects.
1.09 CONTRACTOR'S USE OF PREMISES
A. Sequencing of Work and Availability of Units: Contractor shall
coordinate work with the Owner and management company to ensure that
access to residential units is protected.
B. Protection from Vandalism & Loss: The Contractor shall have all
responsibility to secure and protect all work, materials, and equip-
ment on the site. The owner has no responsibility for losses or
vandalism during the course of the work.
C. Non - Interference with Service Utilities:
1. Consult with public and private utility companies for location
and extent of all utilities before commencing work.
2. Provide all services required. Protect and maintain existing
utilities, active electrical conductors, sewers, pipes, and other
active lines on property or in street excavations.
3. Arrange for and pay cost of disconnecting, removing, relocating,
capping, replacing or abandoning of public and private utilities
in the way of construction operations in accordance with serving
utilities, local regulations, and governing codes. Utilities,
pipes, sewers, electrical conductors, and the like to be
abandoned shall be capped in accordance with instructions of
governing authority or as directed.
D. Protections:
1. Protect sidewalks, paved areas, adjacent vehicles, and adjacent
buildings from spillage of materials used in carrying out the
work. Exercise care to preclude materials from clogging catch
basins and yard drains. Leave all drainage items clean and in
proper working condition. Provide street washing capabilities if
necessary and protect all open trenches.
2. Protect open trenches and general work areas from access by the
public.
E. Trash management to include but not limited to:
1. The use of covered dumpsters.
2. Routine disposal of dumpsters.
3. Policing premises daily for debris.
4. Maintain construction site appearance to Owner's satisfaction.
5. Pursue all necessary precautions to preserve the image and
functionality of the Owner's operations, and review the status of
implemented procedures with Owner weekly.
END OF SECTION
VO1010
VILLA COMMUNITY BLDG HANDICAPPED ACCESSIBILITY SECTION 01020
AFA February 20, 1998 Page 1 of 1
01020 HANDICAPPED ACCESSIBILITY
1.00 GENERAL
1.01 Handicapped Accessibility Standards:
A. Standards: Maintain a copy of the following handicapped accessibil-
ity standards at the job site. Attempt to perform all work on the
building and site in compliance with these standards.
1. Oregon 1996 Structural Specialty Code, Chapter 11: Accessibility.
1.02 Notify Architect of any Potential Problems: Contractor is to notify
Architect in writing of any apparent conflicts between these
standards and other information in the drawings and technical
specifications. Contractor shall construct the work in compliance
with the above standards unless specifically notified in writing
otherwise.
END OF SECTION 01020
V01020
VILLA COMMUNITY BLDG COORDINATION SECTION 01040
AFA March 18, 1998 Page 1 of 1
01040 COORDINATION
1.01 Description:
A. The Contractor is responsible for overall coordination of the
project.
B. Cooperation among the Owner, the various crafts, subcontracts, and
separate contracts is absolutely necessary for the proper execution
of the work.
C. The drawings and specifications are arranged for convenience only
and do not necessarily determine which trades perform the various
portions of the work.
1.02 Proiect Coordination:
A. Coordinate the work of all subcontractors involved in the project,
and make certain that, where the work of one trade is dependent upon
the work of another trade, the work first installed is properly
placed, installed, aligned, and finished as specified or required to
properly receive subsequent materials applied or attached thereto.
B. Direct subcontractors to correct defects in substrates they
installed when subcontractors of subsequent materials have a
reasonable and justifiable objection to such surfaces.
C. Do not force subcontractors to apply or install products to
improperly placed or improperly finished substrates that would
result in an unsatisfatory or unacceptable finished product.
D. Do all necessary work to receive or join with work of all trades.
1.03 Mechanical and Electrical Coordination:
A. Coordinate requirements specified in Divisions 15 and 16 with
requirements and characteristics of equipment specified in other
sections to which mechanical and electrical work must be attached or
connected.
B. Include all items required for a complete installation whether or
not shown or described.
C. Coordinate the work to provide adequate clearances for installation
and maintenance of equipment. Relocate installed work which does
not provide adequate accessibility.
END OF SECTION 01040
V01040
VILLA COMMUNITY BLDG CUTTING AND PATCHING SECTION 01045
AFA February 20, 1998 Page 1 of 2
01045 CUTTING AND PATCHING
1.00 GENERAL
1.01 Description:
A. Work Required: Do all cutting including excavating, fitting, and
patching of the work as required to:
1. Make its several parts fit properly together.
2. Uncover work to provide for installation of ill -timed work.
3. Remove and replace defective work.
4. Remove and replace work not conforming to requirements of
contract documents.
5. Remove samples of installed work as specified or where directed,
for testing.
6. Install specified work in existing construction.
7. Uncover work to provide for Architect's observation of work
covered prior to inspection and /or approval.
B. Precautions: Do not endanger any work by cutting or altering work
or any part of it. Do not cut or alter work of another contractor
without written consent of that contractor and the Architect.
C. Cutting of Existing Concrete: All cutting of concrete to be in
conformance with Concrete Sawing & Drilling Association. When
cutting openings in walls with circular saws, core at corners of
openings prior to saw cutting to avoid overcutting at corners by
saw. If using chain saw or wire saw core at corners if necessary to
avoid overcutting.
1.02 Submittals:
A. Prior to cutting which affects structural safety of project submit
written notice to Architect requesting consent to proceed with
cutting, including:
1. Identification of project.
2. Description of affected work.
3. Necessity for cutting.
4. Effect on other work or on structural or weatherproof integrity
of project.
5. Description of proposed work. Designate:
a. Scope of cutting and patching.
b. Which trades will execute cutting and patching work.
c. Products proposed to be used.
d. Extent of refinishing.
6. Alternatives to cutting and patching.
7. Designation of party responsible for cost of cutting and
patching.
B. Prior to doing any cutting and patching of the work that will result
in an extra, submit a cost estimate to the Architect, including:
1. Conditions indicating change.
2. Recommendations for alternative materials or methods.
3. Submittals as required for substitutions.
C. Submit written notice to Architect designating time affected work
will be uncovered, to provide for observation.
1.03 Payment for Costs:
A. Any additional costs caused by ill -timed or defective work, or work
not conforming to contract documents, including costs for additional
services of the Architect shall be borne by the Contractor at no
additional cost to the Owner.
•
VILLA COMMUNITY BLDG CUTTING AND PATCHING SECTION 01045
AFA February 20, 1998 Page 2 of 2
2.00 PRODUCTS
2.01 Materials: Comply with specifications and standards for each
specific product involved. Match existing materials and finishes,
unless noted or directed otherwise.
3.00 EXECUTION
3.01 Inspection:
A. Inspect existing conditions of work, including elements subject to
movement or damage during:
1. Cutting and patching.
2. Excavating and backfilling.
B. After uncovering work, inspect conditions affecting installation of
new products or performance of the work.
3.02 Preparation Prior to Cutting:
A. Provide shoring, bracing, and support as required to maintain
structural integrity of project.
B. Provide protection for other portions of project.
C. Provide protection from elements.
D. Open flame cutting to be coordinated with Owner and ramp fueling
operations.
3.03 Performance:
A. Execute fitting and adjustment of products to provide a finished
installation in compliance with specified products, functions,
tolerances, and finishes.
B. Execute cutting and demolition by methods which will prevent damage
to other work, and will provide proper surfaces to receive
installation of repairs and new work.
C. Execute excavating and backfilling by methods which will prevent
damage to other work and will prevent settlement.
D. Restore work which has been cut or removed; install new products to
provide completed work in accord with requirements of contract
documents.
E. Refinish entire surfaces as necessary to provide an even finish.
1. Continuous Surfaces: To nearest intersections.
2. Assembly: Entire refinishing.
F. Install trim so that types and finishes match within each individual
room and any areas immediately open to it.
G. Saw -cut all penetrations through existing paving.
END OF SECTION 01045
V01045
VILLA COMMUNITY BLDG ABBREVIATIONS & STANDARDS SECTION 01070
AFA February 20, 1998 Page 1 of 3
01070 ABBREVIATIONS AND STANDARDS
1.00 GENERAL
1.01 Description: This section lists many of the trade associations and
general standards which may be referenced, in the specifications,
along with abbreviations commonly used for those references. This
section also specifies certain general requirements for the work in
relation to standards, trade associations, and their published
recommendations.
1.02 Standards:
A. General Applicability:
1. Material or operations that are specified by reference to
published standards shall comply with the requirements of the
current standard listed. In case of a conflict between the
referenced standard and the project specifications, the project
specifications shall govern.
2. Except to the extent more explicit or more stringent requirements
are written directly into the contract documents or are required
by governing regulations, applicable standards of the
construction industry have the same force and effect for the work
(and are made a part of the contract documents by reference) as
if copied directly into the contract documents, or as if
published copies were bound herewith.
3. Refer to individual sections of specifications for other names
and abbreviations of trade associations and standards applicable
to specific portions of the work that may not be listed herein.
In particular, refer to Division 15 for names and abbreviations
applicable to mechanical work, and refer to Division 16 for names
and abbreviations applicable to electrical work.
B. Referenced Standards: Industry standards which are referenced in
the contract documents have precedence over non - referenced standards
which are, nevertheless, seen to be intended by their producers for
application to work similar to that required for this project.
C. Non - Referenced Standards: Industry standards which are not
specifically referenced in the contract documents for applicability
to the work, including standards produced by those associations and
agencies listed in this section (but not referenced elsewhere), are
applicable as a general measurement of whether the performed work
complies with recognized standards of the construction industry.
D. Publication Dates: In each instance, comply with the standard or
trade association publication which was in effect at the date of the
contract documents, except where specifically indicated to comply
with a publication of another date. References in the
specifications have generally omitted the date indicator which
frequently accompanies the identification number for the standards
or publications indicated. Submit requests for approval of
standards or publications of a different date. Substantial changes
in the work which result from approval of standards or publications
of a different date shall be processed as change orders in
conjunction with such approval, at no change in price.
E. Copies of Standards: In connection with the requirements (specified
elsewhere in the contract documents) that each entity performing the
work be expert in the portion of work being performed, each such
entity is hereby also required to be familiar with recognized
industry standards applicable to that portion of work. In general,
copies of applicable standards have not been bound with the contract
documents. Where copies of standards are needed for proper
performance of the work, the Contractor is required to obtain such
VILLA COMMUNITY BLDG ABBREVIATIONS & STANDARDS SECTION 01070
AFA February 20, 1998 Page 2 of 3
copies directly from the publication source. Although certain
copies of standards needed for enforcement of the requirements may
be specified as required submittals, the Architect reserves the
right to require the Contractor to submit copies of additional
applicable standards as needed for enforcement of the requirements.
1.03 Abbreviations: The following abbreviations are of recognized
authorities and organizations who publish standards that may be
refered to in these specifications. Both the names and addresses
are subject to change; they are believed to be, but are not assured
to be, accurate and up -to -date as of the date of the contract
,documents.
ACI American Concrete Institute
Box 19150 Redford Station; Detroit, MI 48219
ADA Americans with Disabilities Act
AGC The Associated General Contractors of America
1957 "E" Street, N.W.; Washington, D.C. 20006
AIMA Acoustical and Insulating Materials Associations
205 West Tuohy Avenue; Park Ridge, IL 60068
AISC American Institute of Steel Construction
Suite 1580, 1221 Avenue of the Americas; NY, NY 10020
AISI American Iron and Steel Institute
1000 - 16th Street, N.W.; Washington, D.C. 20036
AITC American Institute of Timber Construction
333 West Hampden Avenue; Englewood, CO 80110
ANSI American National Standards Institute
1430 Broadway; New York, NY 10018
APA American Plywood Association
1119 "A" Street; Tacoma, WA 98401
ASHRAE American Society of Heating, Refridgerating, and
Air Conditioning Engineering, Inc.
345 East 47th St.; New York, NY 10017
ASSE American Society of Sanitary Engineering
960 Illumunating Bldg.; Cleaveland, OH 44113
ASTM American Society for Testing and Materials
1916 Race Street; Philadelphia, PA 19103
AWI Architectural Woodwork Institute
5055 S. Chesterfield Road; Arlington, VA 22206
AWPA American Wood Preservers' Association
1012 - 14th Street, N.W.; Washington, D.C. 20005
AWPB American Wood Preservers Bureau
2600 Virginia Avenue, N.W.; Washington, D.C. 20037
-
- VILLA COMMUNITY BLDG ABBREVIATIONS & STANDARDS SECTION 01070
AFA February 20, 1998 Page 3 of 3
AWS American Welding Society, Inc.
2501 N.W. 7th Street; Miami, FL 33125
CS Commercial Standard of National Bureau of Standards
U.S. Dept. of Commerce, Supt. of Documents; U.S.
Government Printing Office; Washington, D.C. 20402
CSDA Concrete Sawing & Drilling Association
4900 Blazer Parkway
Dublin, Ohio 43017 (614) 766 -3656
FS Federal Specifications of General Services
Administration; Supt. of Documents; U.S. Government
Printing Office; Washington, D.C. 20402
ICBO International Conference of Building Officials
5360 S. Workman Mill Road; Whittier, CA 90601
NEC National Electric Code; see NFPA
NFPA National Fire Protection Association
470 Atlantic Ave.; Boston, MA 02210
NRCA National Roofing Contractor's Association
1515 M. Jar;e, Ave.; Oak Park, IL 60302
NWMA National Woodwork Manufacturers Association, Inc.
400 West Madison Street; Chicago, IL 60606
OSHA Occupational Safety and Health Administration
(U.S. Department of Labor) Government Printing Office;
Washington, D.C. 20402
PCA Portland Cement Association
33 West Grave Avenue; Chicago, IL 60610
PDCA Oregon Council, Painting and Decorating Contractors of
America; 4530 S.E. 67th Avenue; Portland, OR 97206
PS Product Standard of National Bureau of Standards; U.S.
Dept. of Commerce; Supt. of Documents; U.S. Government
Printing Office; Washington, D.C. 20402
UBC Uniform Building Code (Published by ICBO)
UL Underwriters Laboratories, Inc.
207 East Ohio St.; Chicago, IL 60611
WCLA West Coast Lumbermen's Association
Yeon Bldg.; Portland, OR 97204
WCLIB West Coast Lumber Inspection Bureau (Grading Rules) P.O
Box 25406; Portland, OR 97225
WWPA Western Wood Products Association (Grading Rules)
700 Yeon Bldg.; Portland, OR 97204
END OF SECTION 01070
V01070
VILLA COMMUNITY BLDG PROJECT MEETINGS SECTION 01200
AFA February 20, 1998 Page 1 of 3
SECTION 01200 PROJECT MEETINGS
1.00 GENERAL
1.01 Description:
A. Contractor shall schedule and administer pre- construction meeting,
periodic progress meetings, and specially called meetings throughout
the progress of the work as defined:
1. Prepare agenda for meetings.
2. Distribute written notice of each meeting other than the normally
scheduled project meeting four (4) days in advance of meeting
date.
3. Make physical arrangements for meetings.
4. Preside at meetings.
5. Record the minutes; include all significant proceedings and
decisions.
6. Reproduce and distribute copies of minutes:
a. To all participants in the meeting.
b. To all parties affected by decisions made at the
meeting.
B. Representatives of Contractor, subcontractors, and suppliers
attending the meetings shall be qualified and authorized to act on
behalf of the entity each represents.
C. The Contractor must attend meetings to ascertain that work is
expedited consistent with contract documents and construction
schedules.
1.02 Pre - Construction Coordination Meeting:
A. Time: Schedule within 15 days of notice to proceed and as scheduled
by the Owner.
B. Location: Designate central site location convenient for all
parties.
C. Attendance:
1. Owner's representatives.
2. Architect.
3. Contractor's superintendent.
4. Major subcontractors.
5. Major suppliers.
6. Others as appropriate.
D. Suggested Agendum:
1. Distribution and discussion of:
a. List of major subcontractors and suppliers.
b. Projected construction schedules.
2. Critical work sequencing.
3. Major equipment deliveries and priorities.
4. Project coordination:
a. Designation of responsible personnel.
5. Procedures and processing of:
a. Field decisions.
b. Proposal requests.
c. Submittals.
d. Change orders.
e. Applications for payment.
6. Distribution of contract documents.
7. Procedures for maintaining record documents.
8. All parties to contract must review all portions of the drawings
and specifications and submit in writing:
a. Items needing clarification.
b. Items needing special coordination.
9. Use of premises:
VILLA COMMUNITY BLDG PROJECT MEETINGS SECTION 01200
AFA February 20, 1998 Page 2 of 3
a. Office, work, and storage areas.
b. Owner's requirements.
10. Construction facilities, controls, and construction aids.
11. Temporary utilities.
12. Safety and first -aid procedures.
13. Security procedures.
14. Housekeeping procedures.
1.03 Progress Meetings:
A. Time:
1. Scheduled regular meetings every two weeks.
2. Hold special meetings as required by progress of the work and
when called by the Architect.
B. Location: Contractor's project field office, unless otherwise
directed.
C. Attendance:
1. Contractor and certain key personnel responsible for certain
portions of the work in progress.
2. Owner's representatives.
3. Architect and professional consultants, as needed.
4. Subcontractors as appropriate to the agenda.
5. Suppliers as appropriate to the agenda.
D. Suggested Agenda:
1. Review, approval of minutes of previous meeting.
2. Review of work in progress since previous meeting.
3. Field observations, problems, conflicts.
4. Problems which impede construction schedule.
5. Review of off -site fabrication, delivery schedules.
6. Corrective measures and procedures to regain construction
schedule.
7. Revisions to construction schedule.
8. Plan progress, schedule, during succeeding work period.
9. Coordination of schedules.
10. Review submittal schedules, expedite as required.
11. Maintenance of quality standards.
12. Review proposed changes for:
a. Effect on construction schedule and on completion date.
b. Effect on other contracts of the project.
1.04 Subcontractor Coordination Meeting:
A. Time: Contractor schedules regular weekly meetings, typically
occurring the day before a Progress, Meeting.
B. Location: Contractor's project field office.
C. Attendance:
1. Contractor's superintendent.
2. Subcontractors active on job or expected to be active during next
seven days.
3. Suppliers representatives as appropriate.
D. Suggested Agenda:
1. Review work in progress and coordination needs.
2. Review and update construction schedule.
3. Identify issues requiring attention at weekly Progress Meeting.
E. Product:
1. Memo faxed to Architect identifying issues needing discussion at
Progress Meeting.
1.05 Electrical Switch & Outlets Meetings: (for new buildings only)
A. Time: Contractor shall schedule a meeting to be held (14) fourteen
days in advance of time for commencement of roughing in of electri-
cal switches, outlets, and mechanical controls.
B. Location: At site.
VILLA COMMUNITY BLDG PROJECT MEETINGS SECTION 01200
AFA February 20, 1998 Page 3 of 3
C. Attendance:
1. Contractor's superintendent
2. Owner's representative
3. Electrical subcontractor(s)
4. Architect
D. Suggested Agenda:
1. Requirements for locations of:
a. Light switches
b. Other switches
c. Convenience outlets
d. Telephone /data outlets
e. Thermostats and other HVAC controls
f. Other outlets
2. Review specifications and drawings.
3. Review existing site conditions.
4. Resolve discrepancies.
5. Review and overcome all objectives.
6. Discuss methods for neatly grouping switches or outlets to
optimize convenient operation of systems.
END OF SECTION 01200
V01200
VILLA COMMUNITY BLDG SUBMITTALS SECTION 01301
AFA February 20, 1998 Page 1 of 2
SECTION 01301 SUBMITTALS
1.00 Progress Schedule: Submit a comprehensive progress schedule indi-
cating a time bar for each significant category of work to be per-
formed. Arrange schedule to indicate required sequencing and to
show time allowances for submittals, inspections, pre- roofing con-
ference, electrical switch and outlet meeting, and similar time
margins. Update progress schedule at monthly intervals and resubmit
with payment request to show continuing progress of work.
1.01 Critical Dates: Show critical submittal dates or prepare a separate
coordinated listing of critical submittal dates.
2.00 Schedule of Values: Prepare a schedule of values to show breakdown
of Contract Sum corresponding with payment request breakdown and
progress schedule line items. Show dollar value and percent of
total for each unit of work scheduled. Revise each time the
schedule is affected by change order or other revision.
3.00 Payment Requests: Submit a request each calendar month. Use cur-
rent edition of AIA form G702, fully completed and executed. Attach
copy of an updated current progress schedule.
3.01 Initial Submissions: Prior to the initial payment request, submit
the schedule of values, a list of principal subcontractors and
suppliers. Submit the progress schedule and copies of building
permits and similar start -up authorization when available.
4.00 Shop Drawings, Product Data and Samples:
4.01 General: Coordinate submittals with the progress schedule and actu-
al work progress. General Contractor to completely review, anno-
tate, and approve all submittals prior to forwarding to Architect.
Allow 2 weeks for Architect review. Provide additional copies as
required by governing authorities.
4.02 Shop Drawings: Submit at least five blue /black line prints. Upon
approval, three marked -up copies will be returned to Contractor.
4.03 Product Data:
A. Mark each copy to indicate the actual product to be provided; show
selections from among options in the manufacturer's printed product
data. Submit two copies to Architect; submittal is for information
and record purposes only. Maintain one additional copy at the
project site for reference purposes.
B. Do not proceed with the installation of manufactured products until
a copy of related product data is in the installer's possession at
the project site.
4.04 Samples: Unless otherwise indicated, submit 3 sets of samples; one
set will be returned. Provide 3 or more samples in each set where
variations in color, pattern or texture are observable; show average
conditions and extreme range of variations. Submit full
documentation with each set. Sample submittals are for Architect
observation of color, texture, pattern and "kind ". Maintain
returned set at project site for purposes of quality control
comparisons.
VILLA COMMUNITY BLDG SUBMITTALS SECTION 01301
AFA February 20, 1998 Page 2 of 2
4.05 Miscellaneous Submittals: Provide copies of miscellaneous
submittals as follows:
A. Warranties: Submit 2 executed copies, plus additional copies as
required for maintenance manual.
B. Maintenance Manuals: Submit 6 bound copies.
C. Record Drawings: Submit original maintained marked -up prints at
100% job completion.
4.06 Architect Action: The Architect will stamp each submittal to be
returned with a uniform, self explanatory action stamp,
appropriately marked and executed to indicate the status of the
submittal.
END OF SECTION 01301
V01301
VILLA COMMUNITY BLDG QUALITY CONTROL SERVICES SECTION 01401
AFA February 20, 1998 Page 1 of 1
SECTION 01401 OUALITY CONTROL SERVICES
1.00 Description: Quality control services include inspections and tests
performed by independent agencies and governing authorities, as well
as by the Contractor. Inspection and testing services are intended
to determine compliance of the work with requirements specified.
Specific quality control requirements are specified in individual
specification sections.
2.00 Responsibilities:
2.01 Contractor Responsibilities: Quality control services are to be
provided and paid for by the Owner, including those specified to be
performed by an independent agency.
2.02 Retest Responsibility: Where results of inspections or tests do not
indicate compliance with the Contract Documents, payment for retests
are the Contractor's responsibility.
2.03 Responsibility for Associated Services: The Contractor shall
cooperate with independent agencies performing inspections or tests.
Provide auxiliary services as are reasonable. Auxiliary services
include:
A. Provide access to the work.
B. Assist taking samples.
C. Deliver samples to test laboratories.
3.00 Coordination: The Contractor and independent test agency shall
coordinate the sequence of their activities. Avoid removing and
replacing work to accommodate inspections and tests. The Contractor
is responsible for scheduling times for inspections and tests.
4.00 Qualifications for Service Agencies: Engage inspection and test
service agencies which are prequalified as complying with
"Recommended Requirements for Independent Laboratory Qualification"
by the American Council of Independent Laboratories.
5.00 Submittals: Submit copies of a certified written report of each
inspection, test or similar service to the Architect. Submit
additional copies of each report to governing authority, when the
authority so directs.
6.00 Report Data: Written inspection or test reports shall include:
A. Name of testing agency or test laboratory.
B. Dates and locations of samples, tests or inspections.
C. Names of individuals present.
D. Complete inspection or test data.
E. Test results.
F. Interpretations.
G. Recommendations.
7.00 Repair and Protection: Upon completion of inspection or testing,
repair damaged work and restore substrates and finishes. Comply
with requirements for "Cutting and Patching ", Section 01045.
END OF SECTION 01401
V01401
VILLA COMMUNITY BLDG TEMPORARY FACILITIES SECTION 01506
AFA Februrary 20, 1998 Page 1 of 2
SECTION 01506 TEMPORARY FACILITIES
1.00 General Definitions: Refer to General Conditions for basic
commitments to provide temporary facilities. This section specifies
certain minimum temporary facilities to be provided, regardless of
methods and means selected for performance of the work, but not by
way of limitation and not assured for compliance with governing
regulations. Use of alternate temporary facilities is Contractor's
option, subject to Architect's acceptance. Temporary facilities is
defined to exclude tools and construction machines, testing,
demolition, alterations, soil borings, mock -ups and similar items.
2.00 Energy Considerations: Administer the use of temporary facilities
in a manner which conserves energy, but without delaying work or
endangering persons or property; comply with reasonable requests by
Owner and Architect.
3.00 Costs: Except as otherwise indicated, costs associated with
temporary facilities are Owner's, including power, fuel, and water
usage until time of substantial completion.
4.00 Temporary Utility Services:
4.01 Sources: Connect with local or municipal services and franchised
utility companies where feasible.
4.02 Changeover: At earliest feasible date, use permanent utility
services installed for project, and disconnect and remove temporary
service lines.
4.03 Sewers: At time of substantial completion, clean sewers which have
been affected by discharge of waste water or runoff from project
during construction. Comply with governing regulations and requests
by authorities.
4.04 Water Distribution:
A. Water: Potable.
B. Protect water distribution from freezing by drainage, insulation, or
temporary heating.
5.00 Dewatering: Maintain site and construction work free of water
accumulation. Do not endanger the work or adjacent properties.
Maintain protection against flooding.
6.00 Enclosure: Enclose spaces requiring temporary heat, and other
spaces where work would otherwise be adversely affected.
7.00 Temporary Heating: Until the time mechanical and electrical systems
of project can be used to provide temporary heat, provide heaters
which are OSHA approved for construction space heating. Provide
adequate ventilation and thermostatic control.
8.00 Humidity Control: Delay work which is indicated to be performed or
maintained under controlled humidity conditions, until permanent
HVAC system is operable and can be maintained in operation to
provide required conditions.
VILLA COMMUNITY BLDG TEMPORARY FACILITIES SECTION 01506
AFA Februrary 20, 1998 Page 2 of 2
9.00 Power Distribution: Provide weatherproof, grounded circuits with
proper power characteristics and either permanently wired or plug -in
connections as appropriate for intended use. Provide overload
protected disconnect switch for each circuit at distribution panel.
10.00 Temporary Lighting: Provide lighting of intensity and quality
P
and safe work, to
sufficient for proper performance of the wo r access
and through the work, and security for the work.
11.00 Miscellaneous Facilities: Provide miscellaneous facilities as
needed, including temporary stairs, temporary treads on permanent
stairs, ramps, ladders, runways, staging, shoring, scaffolding,
bridges, railings, bracing, barriers, closures, platforms, temporary
partitions, waste chutes and similar items.
12.00 Meeting Space, Telephones & FAX: Contractor is to provide space for
all regular project meetings. Contractor is to provide two tele-
phone lines to the site, one of which is to be dedicated to a fax
machine kept permanently on site for use on the telephone line.
13.00 Security and Protection:
13.01 General: Provide facilities and services as necessary to effective-
ly protect project from losses and persons from injury during the
course of construction.
13.02 Fire Protection: In addition to temporary water service for con-
struction, and the placing of permanent fire protection facilities
in operating condition at earliest feasible date, provide fire ex-
tinguishers of types and sizes recommended by NFPA and local Fire
Marshal. Locate extinguishers on each story of construction, near
each entrance and stair way.
13.03 Barricades: Provide barricades at hazardous locations, complete
with signs, general lighting, warning lights and similar devices
where appropriate or required by regulations.
13.04 Lockup and Security: As construction of building structure or shell
progresses and it becomes feasible to secure project against
intrusion, provide temporary security enclosure, doors and locks as
necessary to prevent unauthorized entrance.
END OF SECTION 01506
V01506
VILLA COMMUNITY BLDG TREE PROTECTION SECTION 01532
AFA February 20, 1998 Page 1 of 1
SECTION 01532 TREE PROTECTION
1.00 GENERAL
1.01 Work Included: Protect existing trees in the vicinity of the
exterior work of the project.
3.00 EXECUTION
3.01 Inspection: Conduct on -site inspection of trees with the Architect
and Owner's representative prior to start of construction.
3.02 Above Grade Protection: Provide temporary barricades or guard rails
around trees which are to remain and which could be damaged by any
work in this contract.
3.03 Root System Protection:
A. Do not store construction materials, debris or excavated material
within drip line.
B. Do not permit vehicular traffic or parking within drip line.
C. Restrict foot traffic to prevent excessive compaction of soil over
root system.
D. Protect root systems from damage due to noxious materials in solu-
tion caused by run -off or spillage during storage or placement of
construction materials.
E. Protect root systems from flooding or soil erosion.
END OF SECTION 01532
V01532
VILLA COMMUNITY BLDG MATERIAL AND EQUIPMENT SECTION 01600
AFA February 20, 1998 Page 1 of 2
01600 MATERIAL AND EQUIPMENT
1.00 GENERAL
1.01 SUBMITTALS
Submit copies of manufacturer's installation procedures for specific
items where required and provide additional copies for consultation
at the job site during installation.
1.02 TRANSPORTATION AND HANDLING
A. Arrange deliveries of products in accordance with construction
schedules; coordinate to avoid conflict with the work and conditions
at the site.
B. Deliver products in undamaged condition, in manufacturer's original
containers or packaging, with identifying labels intact and legible.
C. Immediately on delivery, inspect shipments to assure compliance with
requirements of contract documents and approved submittals, and that
products are properly protected and undamaged.
D. Provide equipment and personnel to handle products by methods to
prevent soiling or damage to products or packaging.
1.03 STORAGE AND PROTECTION
A. Interior Storage: Store products in accord with manufacturer's
instructions, with seals and labels intact and legible. Store
products in weathertight enclosure when they are subject to damage
by the elements. Maintain temperature and humidity within the
ranges required by manufacturer's instructions.
B. Exterior Storage:
1. Store fabricated products above the ground, on blocking or skids
to prevent soiling or staining. Cover products with impervious
sheet coverings when they are subject to deterioration by the
elements. Provide adequate ventilation to avoid condensation.
2. Store loose granular materials in a well- drained area on solid
surfaces to prevent mixing with foreign matter.
3. Upper level of parking structure shall have storage only if loads
are directly similar to the loads of autos. Provide certifica-
tion from a structural engineer for any heavy load conditions.
C. Storage Inspection: Arrange storage in a manner to provide easy
access for inspections of stored products to assure that products
are maintained under specified conditions and free from damage or
deterioration.
D. Protection after Installation: Provide substantial coverings as
necessary to protect installed products from damage from traffic and
subsequent construction operations. Remove when no longer needed.
2.00 PRODUCTS
2.01 MATERIALS AND EQUIPMENT
A. Unless otherwise specified, all material and equipment shall be new,
free from defects impairing strength, durability and appearance, or
in current manufacture and successful use for minimum of past three
(3) years. Items specified shall be considered minimum as to
quality, function, capacity, and suitability for application
intended.
B. Items of equipment not meeting requirements specified will not be
acceptable, even though specified by name and number of
manufacturer. The Owner reserves the right to request additional
information to confirm compliance with requirements specified prior
to making an award.
•
VILLA COMMUNITY BLDG MATERIAL AND EQUIPMENT SECTION 01600
AFA February 20, 1998 Page 2 of 2
C. The Contractor shall furnish satisfactory evidence of the kind and
quality of materials and equipment furnished, if requested by the
Owner.
D. Items incorporated into the work shall conform to applicable
specifications and standards designated, and shall be of size, make,
type, and quality specified, unless otherwise approved.
2.02 MANUFACTURED & FABRICATED PRODUCTS
A. Design, fabricate, and assemble in accordance with best engineering
and shop practices. Manufacture like parts of duplicate units to
standard sizes and gauges to make them interchangeable.
B. Two or more items of the same kind shall be identical and made by
the same manufacturer.
C. The contract documents are based upon one of the specific
manufacturers listed in the specifications for each particular item
of equipment. Other specified (approved) manufacturers may require
deviations from the contract documents to properly install their
particular equipment and to provide the required results. Provide
all additional work necessary to install the equipment furnished
under this contract at no change in contract amount. Submit shop
drawings for review showing all deviations from the contract
documents for each specific piece of equipment to be installed.
2.03 MANUFACTURER'S INSTRUCTIONS
A. When contract documents require certain work to be installed in
compliance with manufacturer's printed instructions, obtain and
distribute copies of such instructions to those in a need to know
and submit four (4) copies to Architect.
B. Maintain one complete set of all required manufacturer's instruc-
tions at the job site until substantial completion of the work.
3.00 EXECUTION
3.01 PREPARATION
Inspect existing conditions, project requirements, and the contract
documents. Make certain materials and equipment being furnished
meet requirements specified.
3.02 INSTALLATION
A. Perform the work and handle, install, connect, clean, condition, and
adjust products in strict accordance with manufacturer's instruc-
tions and requirements specified. In case of conflict, project
specifications shall govern. When in doubt, request clarification.
B. Do not omit any preparatory steps or installation procedures of the
manufacturer, unless specifically modified or exempted by the
contract documents.
3.03 ADJUSTING
Check and adjust all items of equipment in accordance with manufac-
turer's instructions as may be required so that equipment functions
properly and performs perfectly.
END OF SECTION
V01600
VILLA COMMUNITY BLDG SUBSTITUTIONS & PRODUCT OPTIONS SECTION 01640
AFA February 20, 1998 Page 1 of 1
01640 SUBSTITUTIONS & PRODUCT OPTIONS
1.01 SUBSTITUTIONS
A. General
1. Requests for substitutions will be considered following award of
contract as part of a change order proposal. All requests for
substitution of products in place of those specified shall be
submitted to the Architect.
2. Thoroughly investigate proposed products prior to submission to
determine that they are equal or superior in all respects to
products specified.
3. Provide same guarantee for accepted substitutions as for products
specified.
4. Coordinate installation of accepted substitutions into the work,
making such changes as may be required for the work to be
completed in all respects.
S. Waive all claims for additional costs related to approval and use
of substitute products.
6. Submit complete cost data with each request, including all
related costs under the contract resulting from the substitution.
B. Substitutions Requested:
1. Submit two (2) copies of each request. Include in each request:
a. Complete data substantiating compliance of proposed substitution
with contract documents.
b. Product identification, including manufacturer's name and
address.
c. Manufacturer's literature, including product description,
performance and test data, and reference standards.
2. Submit itemized comparison of proposed substitution with product
or method specified.
3. Submit data relating to changes in construction schedule.
1.02 PRODUCT OPTIONS
A. For products specified only by reference standards, provide products
by any manufacturer meeting standards specified.
B. For those items designated with "or approved equal ", approval shall
be obtained prior to the date proposals are due. Requests shall be
received by the Architect at least ten (10) calendar days prior to
bid opening and approval of any alternate equipment or materials
shall be issued in the form of an addendum seventy -two (72) hours
prior to bid opening. Requests for approval of products as equal
are subject to meeting the same requirements as those stipulated for
substitutions.
C. For products specified by naming a product to match existing
products or systems, provide product named. There is no option and
no substitution will be allowed.
1.03 SUBSTITUTION REQUEST FORM
A. Requests for approval of unspecified items will be considered only
if submitted on the Substitution Request Form (Section 01641) or a
duplicate copy thereof. A separate form shall be submitted for each
item upon which approval is requested, with the exception of groups
of items (e.g., electrical fixtures, plumbing fixtures, etc.) for
which an itemized listing may be attached.
B. Submit request to Architect.
END OF SECTION
V01640
VILLA COMMUNITY BLDG SUBSTITUTION REQUEST FORM SECTION 01641
AFA February 20, 1998 Page 1 of 2
01641 SUBSTITUTION REQUEST FORM
TO: Paul Ries
Aron Faegre & Associates
520 SW Yamhill
Portland, Oregon 97204
(503) 222 -2546
FAX
PROJECT: Villa la Paz Community Building
We hereby submit for your consideration the product described below as a
substitute for the specified product indicated:
1. Specified Product:
Name:
Section: Paragraph:
2. Proposed Substitution:
a. Brand Name:
b. Model /Catalog No.:
c. Manufacturer:
(Name)
(Address) (Zip) (Telephone)
d. Nearest Distributor:
(Name)
(Address). (Zip) (Telephone)
e. Substitute Product Meets the Following Standards:
ANSI F.S. ASTM
Others:
and is superior to the above in the following ways:
f. Substitute product will require the following changes in the work:
1) Space requirements:
2) Dimensions on drawings:
VILLA COMMUNITY BLDG SUBSTITUTION REQUEST FORM SECTION 01641
AFA February 20, 1998 Page 2 of 2
3) Adjacent work:
4) Installation procedures:
following
g. Substitute product differs from specified product in th e to win
g
way:
3. Supporting Data:
The following laboratory tests, performance and test data,
certifications, guarantees /warranties, and other supporting
technical data are attached.
4. Guarantees:
Manufacturer's guarantees of the proposed and specified item are:
Same Different (explain on attachment)
5. Certification:
The undersigned certifies that the proposed product is equal or
superior in all respects to product specified.
6. Submitted by:
Firm:
(Address) (Zip) (Telephone)
By: Title:
(Please type or print)
Signature:
END OF DOCUMENT
V01641
VILLA COMMUNITY BLDG PROJECT CLOSEOUT SECTION 01706
AFA March 18, 1998 Page 1 of 2
SECTION 01706 PROJECT CLOSEOUT
1.00 General Definitions: The provisions of this section apply primarily
to closeout of actual physical work, not to administrative matters
such as final payment and changeover or insurances. Closeout
requirements relate to both final completion and substantial
completion of work. Specific requirements in other sections have
precedence over general requirements of this section.
2.00 Procedures at Substantial Completion:
2.01 Prerequisites: Comply with General Conditions and complete the
following before requesting Architect's inspection of the work:
A. Submit executed warranties, workmanship bonds, maintenance
agreements, inspection certificates and similar required
documentation for specific units of work, enabling Owner's
unrestricted occupancy and use.
B. Submit record documentation, maintenance manuals, tools, spare
parts, keys and similar operational items.
C. Complete instruction of Owner's operating personnel, and start -up of
systems.
D. Complete final cleaning, and remove temporary facilities and tools.
2.02 Inspection Procedures: Upon receipt of Contractor's request,
Architect will either proceed with inspection or advise Contractor
of prerequisites not fulfilled. Following initial inspection,
Architect will either prepare certificate of substantial completion,
or advise Contractor of work which must be performed prior to
issuance of certificate; and repeat inspection when requested and
assured that work has been substantially completed. Results of
completed inspection will form initial "punch- list" for final
acceptance. -
3.00 Reinspection at Final Acceptance: Upon receipt of Contractor's
notice that work has been completed, including punch list items
resulting from earlier inspections, and excepting incomplete items
delayed because of acceptable circumstances, Architect will
reinspect work. Upon completion of reinspection, Architect will
either recommend final acceptance and final payment, or advise
Contractor of work not completed or obligations not fulfilled as
required for final acceptance. If necessary, procedure will be
repeated.
4.00 Record Documentation:
4.01 Record Drawings: Maintain a complete set of all contract drawings
and shop drawings for record mark -up purposes throughout the Con -
tract Time. Mark -up drawings during course of the work to show
changes and actual installation conditions, sufficient to form a
complete record for Owner's purposes. Give particular attention to
work which will be concealed and difficult to measure and record at
a later date, and work which may require servicing or replacement
during life of project. Require entities marking prints to sign and
date each mark -up. Provide to Owner at end of job.
4.02 Maintenance Manuals: Provide six (6) 3 -ring binders containing
required maintenance manuals, properly identified and indexed.
Include operating and maintenance instructions; extended to cover
emergencies, spare parts, warranties, inspection procedures,
VILLA COMMUNITY BLDG PROJECT CLOSEOUT SECTION 01706
AFA March 18, 1998 Page 2 of 2
diagrams, safety, security, and similar appropriate data for each
system or equipment item.
5.00 General Closeout Requirements:
5.01 Operator Instructions: Require each Installer of systems requiring
continued operation /maintenance by Owner's operating personnel, to
provide on- location instruction to Owner's personnel, sufficient to
ensure safe, secure, efficient, non - failing utilization, operation
and maintenance of systems. Provide instructions for the following
categories of work:
A. Mechanical /electrical /electronic systems.
B. Food service facilities installed as part of the Contract.
C. Roofing, flashing, joint sealers.
D. Floor finishes.
5.02 Final Cleaning: At closeout time, clean or reclean entire work with
professional building maintenance & cleaning subcontractor so that
space is ready for occupancy with no additional cleaning required.
Remove non - permanent protection and labels, polish glass, clean
exposed finishes, wax floors and clean carpets in occupiable space,
touch -up minor finish damage, clean or replace filters of mechanical
systems, remove debris and broom -clean non - occupied spaces, sanitize
plumbing /food service facilities, clean light fixtures and replace
burned - out /dimmed lamps, and sweep and wash paved areas.
END OF SECTION 01706
V01706
VILLA COMMUNITY BLDG BUILDING DEMOLITION SECTION 02063
AFA February 20, 1998 Page 1 of 2
02063 BUILDING DEMOLITION
1.00 GENERAL
1.01 Description of Work: The extent of demolition work is shown on the
drawings. Care must be taken not to demolish any existing building
materials besides those indicated on the drawings. The Contractor
shall request clarification if any doubt exists as to what elements
are to be removed and what elements saved. Demolition includes the
complete removal and disposal of demolished materials or stockpiling
of materials to be reused or relocated, as shown on the drawings and
herein specified.
1.02 Job Conditions:
A. Occupancy: The area of the building to be demolished shall be
vacated prior to the start of the work.
B. Explosives: The use of explosives will not be permitted.
C. Protections:
1. Ensure safe passage of persons around area of demolition.
Conduct operations in a manner to prevent injury to adjacent
buildings, structures, other facilities, and persons.
2. Maintain a job safety program to promote worker safety in the
project.
3. Provide interior and exterior shoring, bracing or support to
prevent movement, settlement, or collapse of structures to be
demolished and adjacent facilities to remain.
4. Avoid any damage to existing west landscape groundcover plantings
and ground surface where slope exceeds 5 %.
D. Damages: Promptly repair damages caused to adjacent facilities by
demolition operations at no cost to Owner.
E. Utility Services:
1. Existing utilities indicated to remain shall be maintained, kept
in service, and protected against damage during demolition
operations.
2. Do not interrupt existing utilities serving occupied or used
facilities, except when authorized in writing by authorities
having jurisdiction. Provide temporary services during
interruptions to existing utilities, as acceptable to governing
authorities.
2.00 PRODUCTS
Not applicable.
3.00 EXECUTION
3.01 Demolition:
A. Pollution Controls: Use water sprinkling, temporary enclosures, and
other suitable methods to limit dust and dirt rising.
B. Building Demolition: Demolish areas of building as shown in the
drawings and remove completely from the site, as indicated in the
drawings. Use such methods as required to complete the work within
the limitations of governing regulations.
1. Proceed with demolition in a systematic manner. Complete
demolition work above each floor or tier before disturbing
supporting members on lower levels.
2. Demolish concrete and masonry in small sections.
3. Locate demolition equipment throughout the structure and remove
materials so as to not impose excessive loads to supporting
walls, floors or framing.
VILLA COMMUNITY BLDG BUILDING DEMOLITION SECTION 02063 •
AFA February 20, 1998 Page 2 of 2
3.02 Disposal of Demolished Materials:
A. General: Remove from the site debris, rubbish, and other materials
resulting from demolition operations. Burning of removed materials
will not be permitted on the site.
B. Removal: Transport materials removed from demolished areas and
dispose of off the site.
END OF SECTION 02063
V02063
VILLA COMMUNITY BLDG SOIL PREPARATION & SOIL MIXES SECTION 02484,
AFA February 20, 1998 Page 1 of 2
• SECTION 02484 SOIL PREPARATION & SOIL MIXES
1.00 GENERAL
1.01 Description:
A. Work Included: Provide soil and prepare as indicated on drawings
and specified herein.
1.02 Submittals:
A. Quantity Certification: Provide certification of quantities and
source of topsoil and soil amendments delivered to the site.
1.03 Product Delivery: Deliver fertilizer to the site in original
unopened containers, each bearing manufacturer's guaranteed
analysis.
1.04 Protection: Protect utility lines, storm drainage lines, site
improvements, and underground sprinkler system during rototilling.
2.00 PRODUCTS
2.01 Soil Materials:
A. Topsoil: Clean, fertile, friable, natural loam, free of debris,
roots, stones 1 -inch in diameter or larger, clods of hard earth,
weeds, grass or other extraneous material. Obtain Owner's Construc-
tion Representative's approval of topsoil prior to placement.
B. Humus: Composted waste water sludge produced in a controlled
biological environment so as to eliminate all noxious odors and weed
seeds and providing all essential trace elements free of all toxins
and traces of heavy metals; as supplied by North American Soils,
Inc. or approved equal.
C. Commercial Fertilizer:
1. Fertilizer shall comply with Oregon State fertilizer laws, be
uniform in composition, dry, free flowing and acceptable to
Owner's Construction Representative.
2. Standard approved brand, delivered in original containers, dry
and free flowing bearing guaranteed analysis of manufacturer.
Organic base with 6% nitrogen, 10% phosphoric acid and 4% potash.
2.02 Prepared Soil Mix: 3 parts topsoil, 1 part humus, 1.5 lbs. fertil-
izer per cubic yard of soil mix.
3.00 EXECUTION
3.01 Preparation of Planting Beds:
A. Remove stones, mortar, concrete, asphalt, rubbish, debris, and any
materials larger than 1 -1/2" harmful to plant life from planting
areas.
B. Remove or spray as required to eradicate noxious weed growth and
roots, including Johnson grass, crabgrass, morning glory, rushgrass
and Canadian thistle. Kill achieved by working soil is permissible.
C. Remove existing soil in planting areas to 12" below the indicated
finished elevation.
D. Place and spread topsoil to a depth of 10" minimum in planting
areas.
E. Apply humus to a minimum depth of 2" and fertilizer at a rate of 20
lbs. per 1,000 sq.ft. over entire planting area.
F. Rototill to a depth of 9 ", thoroughly mixing ingredients.
VILLA COMMUNITY BLDG SOIL PREPARATION & SOIL MIXES SECTION 02484
AFA February 20, 1998 Page 2 of 2
G. Compact prepared soil mix and float landscape areas to perimeter
elevations indicated on drawings. Slope planting areas with 2%
minimum slope.
END OF SECTION
V02484
•
VILLA COMMUNITY BLDG TREES, SHRUBS & GROUNDCOVER SECTION 02490
AFA February 20, 1998 Page 1 of 4
SECTION 02490 TREES, SHRUBS & GROUNDCOVER
1.00 GENERAL
1.01 Description:
A. Work Included: Install trees, shrubs, and groundcovers as shown on
the drawings and specified herein. Work includes planting, staking,
mulching, fertilizing and maintenance.
B. Work Specified Elsewhere:
1. General Guaranty: General Conditions.
2. Soil Preparation & Soil Mixes: Section 02484 Soil Preparation &
Soil Mixes.
3. Landscape Maintenance: Section 02499 Landscape Maintenance.
1.02 Quality Assurance:
A. Field Superintendent: Provide one person who shall:
1. Be present at all times during execution of work in this section.
2. Be familiar with the materials and best methods for installation.
3. Direct work performed under this section.
B. Government Inspection: All plants and planting material shall meet
or exceed the specifications of federal, state and county laws
requiring inspection for plant disease and control.
C. Industry Standards: Quality definitions, grading tolerances, and
caliper to height ratios shall be no less than minimums specified in
American Standards for Nursery Stock, published by American Associa-
tion of Nurserymen, Inc., ANSI Z60.1 -1973. Standard reference may
be obtained from publisher or reviewed in Architect's office.
1.03 Submittals:
A. Certified Confirmed Orders: Certify in writing within five days of
the award of the bid, confirmed orders for plants and provide the
quantity, location, phone number and address of the grower who has
agreed to provide any plant material.
B. Mulch Sample: Submit sample of bark mulch for review prior to
delivery at the site.
C. Certificates: Certificates required by law shall accompany
shipments. Upon completion of the installation, deliver all
certificates to the Owner's Construction Representative.
1.04 Product Delivery, Storage & Handling:
A. Delivery: Notify Architect of delivery schedule so plant materials
may be inspected upon job site delivery. Remove unacceptable
products immediately from job site. Do not deliver more plant
materials than can be planted in one day.
B. Storage and Handling: Protect products against damage or
dehydration. Cover plant roots and root balls with soil or other
accepted material upon job site delivery, if not to be planted
within four hours. Store plant materials in shade and protect
against harmful weather until planted. Maintain plant materials not
to be planted within four hours.
1.05 Protection:
A. Protect Existing Site Improvements: Verify location of underground
facilities prior to doing work. Protect active service whether
indicated or not. Repair and make good damage to service lines or
improvements caused by planting operations.
B. Barricade or Cover Excavations: Barricade or cover as necessary all
excavations to protect pedestrians, workmen, equipment and adjacent
property.
VILLA COMMUNITY BLDG TREES, SHRUBS & GROUNDCOVER SECTION 02490
AFA February 20, 1998 Page 2 of 4
1.06 Warranty:
A. Plant materials must be in healthy condition at end of a one year
warranty period, or for one full growing season from installation,
whichever is longer.
B. Replace unhealthy plants as directed by the Owner's Construction
Representative.
C. Warranty begins at date of certificate of Substantial Completion.
Contractor not responsible for vandalism or theft during warranty
period.
2.00 PRODUCTS
2.01 General Plant Requirements:
A. Provide healthy nursery stock, well branched and rooted, full
foliaged when in leaf, free of disease, injury, insects, weeds and
weed roots. Do not use cold storage plants.
B. Root Protection: Large plants balled and burlapped (B &B) with
natural ball of size to insure healthy growth. Small plants
container -grown furnished in removable containers or integral peat
pots well rooted to ensure healthy growth. Grow container plants in
containers from six months to two years prior to delivery, with
roots filling container but not root bound.
C. Plant Names: Plants shall be true to name and one of each bundle or
lot shall be tagged with the common and botanical name and size of
the plants in accordance with the standards of practice of the
American Association of Nurserymen and shall conform to Standard-
ized Plant Names, 1942 Edition, published by J. Horace McFarland
Company. In all cases, botanical names shall take precedence over
common names.
2.02 Plant List: As indicated on Drawings.
2.03 Planting Soil Materials:
A. Planting Tablets: "Agriform" 10 and 21 gram tablets, 20 -10 -5 as
manufactured by Agriform International Chemicals, Inc., Newark,
California or approved.
B. Commercial Fertilizer: See Section 02484 Soil Preparation & Soil
Mixes.
C. Bark Mulch: Free from noxious weed, seed and all foreign material
harmful to plant life. Shredded Fir or Hemlock Bark, maximum size
to pass 3/4" mesh screen.
D. Prepared Soil Mix: See Section 02484 Soil Preparation & Soil
Mixes.
2.04 Tree & Shrub Supports:
A. Wood Stakes:
1. Evergreens: 2" x 2" x 24" rough, preservative pressure- treated
Douglas Fir stakes, construction grade.
2. Deciduous: 2" x 2" x 8' -0" rough, preservative pressure- treated
Douglas Fir stake, construction grade.'
3. Stake Finish: One coat oil -base wood stain, Olympic redwood
natural tone #717 or approved.
B. Guys: "Rigid Guys" by Green Habit or approved.
C. Guy Wire: 12 gauge minimum galvanized steel. 1/2 -inch diameter x 4
ft. white PVC sleeves on evergreen guys.
- VILLA COMMUNITY BLDG TREES, SHRUBS & GROUNDCOVER SECTION 02490
AFA February 20, 1998 Page 3 of 4
• 3.00 EXECUTION
3.01 Excavation: Excavate pit to two times diameter of root ball or root
system and not less than 6" deeper for shrubs and 12" deeper for
trees.
3.02 Planting Trees & Shrubs:
A. Shrub Base: Place 3" minimum lightly compacted layer of topsoil
under root system.
B. Tree Base: Place 6" minimum lightly compacted layer of topsoil
under root system.
C. Plant upright and face to give best appearance or relationship to
adjacent plants and structures.
D. Stake and guy trees. 3 guys per each evergreen tree; 2 stakes per
each deciduous tree.
E. Loosen and remove twine binding and burlap from top one half of root
balls.
F. Cut off cleanly all broken or frayed roots.
G. Place and compact prepared planting soil carefully to avoid injury
to roots, fill all voids.
H. When planting hole is three - fourths filled, place planting tablets
evenly spaced around each plant. Provide the following quantities
per plant:
1. Gallon container shrubs up to 12" spread: two 10 gram tablets.
2. Shrubs 15" to 36" spread: four 10 gram tablets.
3. Shrubs 36" and larger spread: three 21 gram tablets.
4. Evergreen trees: four 21 gram tablets.
5. Deciduous trees up to 1 -1/2" caliper: three 21 gram tablets.
6. Deciduous trees 1 -1/2" caliper: four 21 gram tablets.
7. Deciduous trees 2" to 2 -1/2" caliper: five 21 gram tablets.
I. Continue backfilling with soil mix. When hole is 4" deep, fill with
water and let stand until water is absorbed by soil. Fill to finish
grade and provide 2" depressed water basin at each shrub and tree.
J. Initial watering -in of trees and shrubs by underground sprinkler
system is not permitted.
3.03 Planting Ground Cover:
A. Install plants at spacing indicated. Dig holes large enough to
allow spreading of roots.
B. Backfill with prepared soil mix, compact to eliminate voids.
Slightly dish finish grade at each plant. Water thoroughly.
3.04 Field Pruning:
A. Prune trees and shrubs to remove damaged branches, improve natural
shape and thin not more than 15% of branches.
B. Paint cuts more than 1/2" in diameter with pine tar.
3.05 Mulching:
A. Apply 2" layer of bark mulch over planting beds within two days
after planting.
B. Do not allow mulch to come into contact with foliage.
3.06 Adjustment & Cleaning:
A. Remove and replace plants or materials not meeting specified
standards.
B. Reinstall plants not located as indicated on Drawings.
C. Reshape finish grade and remove excess materials from the site as
directed by Owner's Construction Representative.
VILLA COMMUNITY BLDG TREES, SHRUBS & GROUNDCOVER SECTION 02490
AFA February 20, 1998 Page 4 of 4
3.07 Maintenance:
A. Begin maintenance immediately after each shrub and tree are planted.
B. For landscape maintenance refer to Section 02499.
C. Irrigate when necessary to avoid drying out of plant materials and
as required to promote healthy growth.
D. Notify Owner in writing 14 days minimum prior to Owner's assuming
maintenance responsibility.
END OF SECTION
V02490
VILLA COMMUNITY BLDG LANDSCAPE MAINTENANCE SECTION 02499
AFA Februrary 20, 1998 Page 1 of 1
•
SECTION 02499 LANDSCAPE MAINTENANCE
1.00 GENERAL
1.01 Description:
A. Work Included: Maintain installed live plants, ground cover
materials, and irrigation system for a period of one year from
notified date of substantial completion of planting.
B. Work Specified Elsewhere:
1. Trees, Shrubs & Groundcover: Section 02490 Trees, Shrubs &
Groundcover.
3.00 EXECUTION
3.01 Irrigation Maintenance:
A. Maintain and regulate irrigation system for optimum growing
conditions.
B. Adjust sprinkler heads to maintain proper coverage.
C. Replace irrigation equipment as required.
D. Clean system and remove debris from piping at end of maintenance
period.
3.02 Plant Maintenance:
A. Adjust guy wires and replace broken stakes as required.
B. Adjust grades and rake bed to break crust.
C. Clean planting beds and remove debris.
D. Remove weeds.
E. Fertilize planting beds at end of maintenance period.
F. Four maintenance operations shall be completed during growing
seasons.
END OF SECTION
P02499
VILLA COMMUNITY BLDG AGGREGATE BASE SECTION 02512
AFA February 20, 1998 Page 1 of 1
02512 AGGREGATE BASE
1.00 GENERAL
1.01 Scope:
A. Furnish and place crushed rock to lines and grades as shown on
plans.
B. Shape and grade each lift to conform to design cross sections.
C. Sprinkle water as required for compaction and dust control.
D. Compact to specified density.
2.00 MATERIALS
A. Base rock and leveling rock to be in strict compliance with quality
requirements of Section 703 OSHD Standard Specifications. Gradation
as follows:
1. Base rock 1 -1/2" - 0"
2. Leveling rock 3/4" - 0"
3. Alternate single size 1 " -0" aggregate may be used in lieu of
above.
B. Prior to placement of aggregate, Contractor to furnish the Architect
gradation, plasticity, sand equivalent and abrasion test data on
rock source materials to be used .
C. Final acceptance of the material will be from samples taken on the
finished grade in the compacted state.
3.00 WORKMANSHIP
A. The subgrade shall be checked for grade and compaction and accepted
by the Architect prior to placement of base rock.
B. Place rock over approved subgrade in accordance with section 304 of
OSHD specifications.
C. The maximum compacted thickness of each lift of baserock shall be
6 ".
D. Compact to 95% of relative maximum density, per AASHTO T99 test
method.
E. Protect structures from damage when placing and compacting rock.
F. Sprinkle with water as necessary to achieve compaction.
G. Finish rock courses accurately to lines and grades required by plans
and within the tolerances, as specified.
H. Maximum tolerance on finished rock grade is 1/2" on 16' straightedge
with no bird baths.
I. Adjust all rims to finished pavement grade after leveling rock
course installed.
J. Payment shall include full compensation for furnishing all
materials, labor, equipment, water, and incidentals necessary to
complete this item.
END OF SECTION 02512
V02512
VILLA COMMUNITY BLDG ASPHALTIC CONCRETE PAVEMENT SECTION 02513
AFA February 20, 1998 Page 1 of 1
02513 ASPHALTIC CONCRETE PAVEMENT
1.00 GENERAL
1.01 Scope:
A. Furnish all material and labor including but not limited to
asphaltic concrete, tack coat materials, and joint seal materials.
B. Cut and prepare joints where new paving will meet existing paving.
C. Adjust manhole and cleanout rims and water valve boxes to conform to
finished pavement surface before paving.
D. Pave all areas as required by the plans, including all patched areas
due to electrical and other underground utility trenching, blend in
intersections to meet existing pavements as directed.
2.00 MATERIALS
2.01 Asphalt: Asphalt concrete Class "B" mix conforming to OSHD Standard
Specifications Section 403.
A. Ashpalt to be AR -4000 grade, minimum 6.0% by weight.
2.02 Tack Coat: CRS -1 conforming to ASTM D -977 for "Emulsified Asphalt ".
2.03 Joint Seal: CRS -1 conforming to ASTM D -977 for "Emulsified
Ashpalt".
3.00 WORKMANSHIP
3.01 Paving
A. Pave only after Architect approves rock surfaces, during dry weather
and when temperature is 40 degrees F and warmer.
B. Saw cut edges of existing pavements in neat manner wherever new
pavement will join.
C. Adjust manholes and cleanouts rims and water valve box covers to
match finished pavement surface.
D. Advise private utility companies of construction schedule so their
surface appurtenances can be adjusted by them to finished grade.
E. Liberally apply tack coat material to all joints with existing
pavement, manhole frames, etc.
F. Machine lay and compact asphalt concrete paving, all in conformance
with OSHD Standard Specifications Section 403.
G. Finish pavement lines and grades to conform accurately with lines
and grades shown on plans and staked in field. Tolerance on grade
is 3/8" on a 16' straightedge at any point.
H. Finish pavement to meet existing pavement, etc.
I. Blend pavement to meet existing pavement, etc.
J. Surface of pavement to be smooth, well- sealed, tight mat.
K. Protect new pavement against traffic until it is met.
L. Payment shall include full compensation for furnishing all
materials, labor, equipment, asphaltic cement, aggregate, hauling,
placing, rim adjustments, and incidentals necessary to complete
these items.
END OF SECTION 02513
V02513
VILLA COMMUNITY BLDG ASPHALTIC CONCRETE SEALCOAT SECTION 02611
AFA February 20, 1998 Page 1 of 2
02611 ASPHALTIC CONCRETE SEALCOAT
1.00 GENERAL
1.01 Description of Work: Asphaltic resurfacing work is to be accom-
plished on the entire existing paved parking lot as shown on the
plans.
1.02 Submittals: Provide two copies of product material and technical
installation specifications for approval by Architect prior to start
of construction.
1.03 Job Conditions: Perform work only when weather conditions meet
requirements of product manufacturers.
1.04 Standards: Conform to "Standard Specifications for Highway
Construction ", latest edition by Oregon State Highway Commission.
2.00 PRODUCTS
2.01 Materials:
A. Resurfacer: Special Asphalt Products, Inc. "Resurfacer ", or
approved equal.
B. Crack Filler and Crack Sealer: Meet requirements of ASTM D -1190.
Contractor to submit proposed product manufacturer for approval.
C. Weed Killer: Chipman Co., polybor chlorate chlorax 40 US Borax
Corporation's Monobore - Chlorate, or approved equal.
3.00 EXECUTION
3.01 Inspection: Examine the areas and conditions under which the
asphaltic concrete resurfacer is to be installed. Do not proceed
with the work until all unsatisfactory conditions have been cor-
rected.
3.02 Weed Killer Application: Apply weed killer in strict accordance
with manufacturer's printed instructions. Careful protect all
adjacent areas from overspray.
3.03 Clean and Repair Cracks: Clean out all cracks, including removal of
weeds, dirt, dust, and other foreign matter. All cracks 1/4" and
larger shall be filled with an approved crack - filler to the level of
the adjoining surface.
3.04 Repair Broken Asphaltic Concrete: All broken asphaltic concrete
shall be removed, the area cleaned, primed, and patched with new
asphaltic concrete. When rolled, the edges shall be feathered out
to the same level as the adjacent areas of pavement.
3.05 Cleaning of Areas to be Sealed: All areas to be sealed shall be
free from sand, dirt, dust, oil, grease, and other foreign debris by
blowing, scraping, brooming, burning, or washing as required.
3.06 Application of Resurfacing: Mix resurfacing material as per manu-
facturer's instructions. For application of material, utilize
special tools and devices as specified in manufacturer's instruc-
tions. Apply resurfacing material at maximum rate allowable per
•
VILLA COMMUNITY BLDG ASPHALTIC CONCRETE SEALCOAT SECTION 02611 -
AFA February 20, 1998 Page 2 of 2
manufacturer's instructions. Apply product in two coats. Applica-
tion shall be accomplished so that coverage is uniform.
3.07 Curing: All traffic must be kept off surface until thoroughly cured
so that pick -up will not occur.
3.08 Follow Manufacturer's Instructions: In performing the work, follow
manufacturer's instructions.
END OF SECTION
V02611
VILLA COMMUNITY BLDG CAST -IN- PLACE - CONCRETE SECTION 03300
AFA February 20, 1998 Page 1 of 3
03300 CAST -IN -PLACE CONCRETE
1.00 GENERAL.
1.01 Codes and Standards: ACI 301 "Specifications for Structural
Concrete Buildings "; ACI 318 "Building Code Requirements for
Reinforced Concrete "; comply with applicable provisions except as
otherwise indicated.
1.02 Concrete Testing Service:
A. Employ acceptable testing laboratory to perform materials
evaluation, testing and design of concrete mixes, and concrete
delivered and placed at site.
1.03 Quality Control: Contractor shall secure the services of indepen-
dent testing agency for all concrete testing required by code or
other agencies. Testing shall be paid by owner.
A. Sampling: ASTM C 172.
B. Slump: ASTM C 143, one test for each load at point of discharge.
C. Air Content: ASTM C 173, one for each set of compressive strength
specimens.
D. Compressive Strength: ASTM C 39, one set for each 50 cubic yards or
fraction thereof of each class of concrete; one specimen tested at 7
days, one specimen tested at 28 days, and one retained for later
testing if required.
E. When the total quantity of a given class of concrete is less than 50
cubic yards, strength tests may be waived by Architect if field
experience indicates evidence of satisfactory strength.
F. Test results will be reported in writing to Architect, Contractor
and concrete producer within 24 hours after tests are made.
2.00 PRODUCTS
2.01 Concrete Materials:
A. Portland Cement: ASTM C 150, Type as required.
B. Fly Ash: ASTM C 618, Type C or F. Limit use of fly ash in concrete
mix design to not exceed 20 percent of cement content by weight.
C. Aggregates: ASTM C 33, Except local aggregates of proven durability
may be used when acceptable to Architect.
D. Water: Drinkable.
E. Air - Entraining Admixture: ASTM C 260.
F. Water - Reducing Admixture: ASTM C 494; type as required to suit
project conditions. Only use admixtures which have been tested and
accepted in mix designs, unless otherwise acceptable.
G. Ready -Mix Concrete: ASTM C 94.
2.02 Related Materials:
A. Membrane- Forming Curing Compound: ASTM C 309, Type I.
B. Joint Fillers: See Section 07901.
2.03 Form Materials:
A. Provide form materials with sufficient stability to withstand
pressure of placed concrete without bow or deflection.
B. Exposed Concrete Surfaces: Suitable material to suit project
conditions.
C. "Conform" type materials may be utilized for the work; see Section
01100.
2.04 Reinforcing Materials:
A. Deformed Reinforcing Bars: ASTM A615, Grade 60, typical, and ASTM
A706 at welded reinforcing, unless noted otherwise.
VILLA COMMUNITY BLDG CAST -IN- PLACE - CONCRETE SECTION 03300
AFA February 20, 1998 Page 2 of 3
B. Welded Wire Fabric: ASTM A185. -
C. Provide dowels from footings to match all vertical wall, pilaster,
and column reinforcing. Lap 30 diameters or 2' -0" minimum.
D. Lap all bars in intersecting footings 2' -0" or 30 diameters
whichever is greater.
2.05 Mix Proportions and Design: Proportion mixes complying with mix
design procedures specified in ACI 301.
A. Mix designs may be adjusted when material characteristics, job
conditions, weather, test results or other circumstances warrant.
Do not use revised concrete mixes until submitted to and accepted by
Architect.
B. Use air - entering admixture in all exterior horizontal concrete
exposed to weather, providing not less than 4 percent nor more than
6 percent entrained air.
C. Design concrete to achieve 3000 psi at 28 days unless otherwise
noted.
D. Minimum Mix Requirements:
1. Cement content per yard: 5 sacks @ 3000 psi
5 -1/2 sacks @ slab on grade
2. Slump: 2" - 4 ". Deviation from design slump +1/2" - 1"
3. Air Entrainment: Per ACI at all exterior slabs
4. Admix: Water reducing admix (Pozzolith or equal) for all slabs.
3.00 EXECUTION
3.01 Forming Concrete:
A. Formwork: Construct so that concrete members and structures are of
correct size, shape, alignment, elevation and position.
B. Provide openings in formwork to accommodate work of other trades.
Accurately place and securely support items built into forms.
C. Clean and adjust forms prior to concrete placement. Apply form
release agents or wet forms, as required. Retighten forms during
concrete placement if required to eliminate mortar leaks.
D. Reinforcement: Lap splices and corner bars 36 bar diameters, 18"
minimum. Position, support and secure reinforcement against
displacement. Locate and support with metal chairs, runners,
bolsters, spacers and hangers, as required. Set wire ties so ends
are directed into concrete, not toward exposed concrete surfaces.
E. Install welded wire fabric in as long of lengths as practicable,
lapping at least one mesh.
F. Joints: Provide construction, isolation, and control joints as
indicated or required. Locate construction joints so as to not
impair pair strength and appearance of structure. Place isolation
and control joints in slabs -on- ground to stabilize differential
settlement and random cracking. Provide control joints in all slabs
on grade at 20' -0" o.c. each way maximum unless otherwise shown on
plans. Provide heavy (3/4 ") tooled joints at 5' -0" 0.c. and
premolded expansion joints at 30' -0" o.c. in all exterior walks and
slabs.
G. Installation of Embedded Items: Set and build into work anchorage
devices and other embedded items required for other work that is
attached to, or supported by cast -in -place concrete. Use setting
diagrams, templates and instructions provided by others for locating
and setting.
3.02 Concrete Placement:
A. General: Comply with ACI, placing concrete in a continuous
operation within planned joints or sections. Do not begin placement
until work of other trades affecting concrete is completed.
B. Consolidate placed concrete using mechanical vibrating equipment
with hand rodding and tamping, so that concrete is worked around
reinforcement and other embedded items and into forms.
VILLA COMMUNITY BLDG CAST -IN- PLACE - CONCRETE SECTION 03300
AFA February 20, 1998 Page 3 of 3
C. Protect concrete from physical damage or reduced strength due to
weather extremes during mixing, placement and curing.
1. In cold weather comply with ACI 306.
2. In hot weather comply with ACI 305.
3.03 Concrete Finishes:
A. Exposed -to -View Surfaces: Provide a smooth finish for exposed
concrete surfaces and surfaces that are to be covered with a coating
or covering material applied directly to concrete. Remove fins and
projections, patch defective areas with cement grout, and rub
smooth.
B. Exterior Concrete Walks and Paving: After striking -off and
consolidating, smooth the concrete surface by screeding and
floating. Work edges of slabs and other formed joints with an
edging tool to a 1/2" radius. After floating and when excess
moisture or surface sheen has disappeared, complete surface
finishing as follows:
1. Broom finish, by drawing a fine -hair broom perpendicular to line
of traffic, as acceptable to the Architect.
2. Tool edges after brooming.
3.04 Joint Filler: Provide premolded joint filler for expansion joints
abutting curbs and other fixed objects.
3.05 Curing: Begin initial curing as soon as free water has disappeared
from exposed surfaces. Where possible, keep continuously moist for
not less than 72 hours. Continue curing by user of moisture -
retaining cover or membrane- forming curing compound. Cure formed
surfaces by moist curing until forms are removed. Provide pro -
ections as required to prevent damage to exposed concrete surfaces.
END OF SECTION 03300
•
V03300
VILLA COMMUNITY BLDG METAL FABRICATIONS SECTION 05500
AFA February 20, 1998 Page 1 of 2
05500 METAL FABRICATIONS
1.00 GENERAL
1.01 Description of Work: The extent of metal fabrications work is shown
or called for on the drawings and includes items fabricated from
steel plates, tubes and /or cables.
1.02 Ouality Assurance:
A. Field Measurements: Take field measurements prior to preparation of
shop drawings and fabrication, where possible. Allow for trimming
and fitting, wherever taking field measurements before fabrication
might delay work.
B. Shop Assembly: Preassemble items in shop to greatest extent
possible to minimize field splicing and assembly. Disassemble units
only as necessary for shipping and handling limitations.
1.03 Submittals:
A. Shop Drawings, Metal Fabrications: Submit shop drawings for
fabrication and erection of miscellaneous metal fabrications.
Include plans, elevations, and details of sections and connections.
Show anchorage and accessory items.
2.00 PRODUCTS
2.01 Materials and Components:
A. Metal Surfaces, General: For fabrication of miscellaneous metal work
which will be exposed to view, use only materials which are smooth
and free of surface blemishes, including pitting, seam marks, roller
marks, rolled trade names, and roughnes.
1. Structural Steel Plates, Shapes and Bars: ASTM A 36.
2. Steel Tubing: Cold formed, ASTM A 500 Grade B.
3. Welding: AWS E70.
2.02 Grout
A. Metallic Non - Shrink Grout: Pre - mixed, factory - packaged, ferrous
aggregate grout complying with CE CRD -0588, Type M.
B. Non - Shrink Non - Metalic Grout: Pre - mixed, factory - packaged, non-
staining, non - corrosive, non - gaseous grout complying with CE CRD-
0588.
2.03 Fabrication, General:
A. Workmanship: Use materials of size and thickness shown or, if not
shown, of required size and thickness to produce strength and
durability in finished product. Work to dimensions shown or
accepted on shop drawings, using proven details of fabrication and
support. Use type of materials shown or specified for various
components of work.
B. Form exposed work true to line and level with accurate angles and
surfaces and straight sharp edges. Ease exposed edges to a radius
of approximately 1/32 ", unless otherwise shown. Form bent -metal
corners to smallest radius possible without causing grain separation
or otherwise impairing work.
C. Weld corners and seams continuously, complying with AWS
recommendations. At exposed connections, grind exposed welds smooth
and flush to match and blend with adjoining surfaces.
D. Shop Prime: Shop prime miscellaneous metal work, except members or
portions of members to be embedded in concrete or masonry, surfaces
VILLA COMMUNITY BLDG METAL FABRICATIONS SECTION 05500
AFA February 20, 1998 Page 2 of 2
and edges to be field welded, and galvanized surfaces, unless
otherwise specified.
2.04 Miscellaneous Metal Fabrications:
A. Rough Hardware: Furnish bent or otherwise custom fabricated bolts,
plates, anchors, hangers, dowels, and other miscellaneous steel and
iron shapes as required for framing and supporting woodwork, and for
anchoring or securing woodwork to concrete or other structures.
B. Miscellaneous Framing and Supports: Provide miscellaneous steel
framing and supports which are not a part of structural steel
framework, as required to complete the work. Fabricate
miscellaneous units to sizes, shapes, and profiles shown or, if not
shown, of required dimensions to receive adjacent other work to be
retained by framing. Except as otherwise shown, fabricate from
construction using mitered joints for field connection . Cut,
drill, and tap units to receive hardware and similar items.
Galvanize miscellaneous frames and supports where indicated.
3.00 EXECUTION
3.01 Inspection: Examine the areas and conditions under which
miscellaneous metal items are to be installed. Correct conditions
detrimental to the proper and timely completion of the work.
3.02 Preparation: Furnish setting drawings, templates, instructions, and
directions for instalation of anchorages, such as concrete inserts,
anchor bolts, and miscellaneous items having integral anchors, which
are to be embedded in concrete or masonry construction.
3.03 Installation:
A. Fastening to In -Place Construction: Provide anchorage devices and
fasteners where necessary to securing miscellaneus metal
fabrications to in -place construction.
B. Cutting, Fitting, and Placement: Perform cutting, drilling, and
fitting required for installation of miscellaneous metal
fabrications. Set work accurately in location, alignment, and
elevation, plumb, level, true and free of rack, measured from
established lines and levels.
D. Field Welding: Comply with AWS Code for procedures of manual
shielded metal -arc welding, appearance and quality of welds made,
and methods used in correcting welded work.
END OF SECTION 05500
V05500
SECTION 06100
ROUGH CARPENTRY page 1 of 4
VILLA COMMUNITY BLDG February 20, 1998
AFA
SECTION 06100 ROUGH CARPENTRY
1.00 GENERAL
1.01 Descri of Wor The extent of the carpentry work is shown on
the Drawings.
1.02 Quali Assurance:
A. Lumber Standard: Comply with PS 20, except as otherwise indicated.
B. Plywood Standard: Comply with PS 1, except as otherwise indicated.
C. Grading Rules: WWPA Western Lumber Grading Rules
u le sh 8 1 . be factory -
marked with typ e
D. Factory -mark: Each piece of lumber and plywood axle a f a c t
grade, mill and grading agency, q P
marking from surfaces to be exposed with transparent finish or
without finish.
E. Shop- fabricate carpentry work to the extent feasible and where shop
fabrication will result in better workmanship than on -site
fabrication.
1.03 Submittals:
A. General: Submit following information as in accordance with Section
01301.
B. Wood Treatment Data, Carpentry: For information only, submit two
(2) copies of chemical treatment manufacturer's instructions for
proper use of each type of treated material.
C. Pressure Treatment: For each type specified, include certification
by treating plant stating chemicals and process used.
D. For water -borne preservatives, include statement that moisture
content of treated materials was reduced to an average of 19% prior
to shipment to project site.
1.04 Product Handling:
A. Delivery and Storage: Keep materials dry during delivery and
storage. Protect against exposure to weather and contact with damp
or wet surfaces. Stack lumber and plywood, and provide air
circulation within stacks.
1.05 Job Conditions:
A. Installer must examine the substrates and supporting structure and
the conditions under which the carpentry work is to be installed.
B. Coordination: Fit carpentry work to other work; scribe and cope as
required for accurate fit. Correlate location of furring, nailers,
blocking, grounds, and similar supports to allow proper attachment
of other work.
2.00 PRODUCTS
2.01 Materials:
A. Lumber, General:
1. Nominal sizes are indicated, except as shown by detail
dimensions. Provide actual sizes as required by PS 20, for the
moisture content specified for each use.
2. Provide dressed lumber, S4S, unless otherwise shown or specified.
3. Provide seasoned lumber with 19% maximum moisture content at time
of dressing.
B. Framing Lumber: provide the
1. For light framing (1 -1/2" thick, 2" to 6" wide), p
following minimum grade and species:
a. Joists, beams and stringers Doug Fir or Hem Fir #2
VILLA COMMUNITY BLDG ROUGH CARPENTRY SECTION 06100
AFA February 20, 1998 Page 2 of 4
6" nom. & greater beams
and stringers Doug Fir #1
b. Bucks, blocking, etc. Doug Fir or Hem Fir #3
c. 2x4 studs Doug Fir or Hem Fir
"studs" or std & bettr
or #2
d. 2x6 studs or larger Doug Fir or Hem Fir #2
e. Sills, ledgersl plates
etc, embedded in or in
contact with concrete Pres treat Doug Fir #2
f. Posts Doug Fir #1
C. Plywood - APA Grade Marked: as shown on drawings.
2.02 Wood Treatment:
A. Preservative Treatment: Where lumber or plywood is indicated as
"Treated ", or is specified here in to be treated, comply with the
applicable requirements of the American Wood Preservers Bureau
(AWPB). Mark each treated item to comply with the AWPB quality mark
requirements for the specified requirements.
B. Pressure -treat above - ground items with water -borne preservative
complying with AWPB LP -2. Kiln -dry to 19% moisture content before
treatment, except for wood in contact with ground. Treat indicated
items and the following: Wood sills, sleepers, blocking, furring,
stripping, and similar concealed members in contact with masonry or
concrete.
C. Pressure -treat below ground items with water -borne preservative
complying with AWPB LP -22.
D. Use non - incised "Outdoor Wood ", LP -22 type pressure- treated lumber
at locations where the wood finish will be visible on completion.
2.03 Nailing and Fasteners:
A. Minimum nailing, Table 23 -I -Q Oregon Structural Specialty Code most
recent edition, common galvanized wire nails. Comply with nailing
schedule on Structural Drawings.
B. Framing accessories, joist hangers, as manufactured by Simpson Co.,
San Leandro, California, or approved substitution with equivalent
load carrying characteristics. Provide galvanized hangers at
exposed locations, decks, and porches.
2.04 Moisture Barrier: 6 mil polyethylene.
3.00 EXECUTION
3.01 Installation:
A. General:
1. Discard units of material with defects which might impair the
quality of the work, and units which are too small to fabricate
the work with minimum joints or the optimum joint arrangement.
2. Set carpentry work accurately to required levels and lines, with
members plumb and true, and accurately cut and fit.
3. Securely attach carpentry work to substrates by anchoring and
fastening as shown and as required by recognized standards.
Countersink nail heads on exposed carpentry work and fill holes.
Use common galvanized wire nails, except as otherwise indicated.
Use finishing nails for finish work. Select fasteners of size
that will not penetrate members where opposite side will be
exposed to view or will receive finish materials. Make tight
connections between members. Install fasteners without splitting
of wood; predrill as required.
B. Wood Grounds, Nailers, Blocking, and Sleepers:
' - VILLA COMMUNITY BLDG ROUGH CARPENTRY SECTION 06100
AFA February 20, 1998 Page 3 of 4
1. Provide wherever shown and where required for screeding or
attachment of other work. Form to shapes as shown and cut as
required for true line and level of work to be attached.
Coordinate location with other work involved.
2. Attach to substrates as required to support applied loading.
Countersink bolts and nuts flush with surfaces, where shown.
Where possible, anchor to formwork before concrete placement.
3. Provide permanent grounds of dressed, preservative- treated, key -
beveled lumber not less than 1 -1/2" wide and of the thickness
required to bring face of ground to exact . thickness of finish
material involved. Remove temporary grounds when no longer
required.
C. Wood Furring: Install plumb and level with closure strips at all
edges and openings. Shim with wood as required for tolerance of
finished work. Provide firestops as required by UBC.
D. Wood Framing, General:
1. Wood framing shall be in general conformance with UBC Section
2326 "Conventional Light Frame Construction Provisions" (use
Seismic Zone 3 provisions where applicable).
2. Provide framing members of sizes and on spaces shown, and frame
openings as shown or, if not shown, comply with the
recommendations of the "Manual for House Framing" of the National
Forest Products Association. Do not splice structural members
between supports.
3. Firestop concealed spaces with wood blocking not less than 2"
thick, if not blocked by other framing members. Provide blocking
at each story level and at all joist supports.
E. Lumber Joist Framing:
1. General: Provide framing of sizes and on spacings shown.
Install with crown edge up and support ends of each member with
not less than 1 -1/2" of bearing on wood or metal, or 3" on
masonry. Attach to wood bearing members by toe nailing or metal
connectors; frame to wood supporting members with wood ledgers as
shown or, if not shown, with metal connectors. Frame openings
with headers and trimmers supported by metal joist hangers;
double headers and trimmers where span of header exceeds 4'. Do
not notch in middle third of joists; limit notches to 1/6 depth
of joist, 1/3 at ends. Do not bore holes larger than 1/3 depth
of joist or locate closer than 2" from top or bottom. Provide
solid blocking (2" thick by depth of joist) at ends of joists
unless nailed to header or band member.
2. Lap members framing from opposite sides of beams, girders or
partitions not less than 4" or securely tie opposing members
together. Provide solid blocking (2" thick by depth of joist)
over supports.
3. Under jamb studs at openings, provide solid blocking between
joists.
4. Provide bridging between joists where nominal depth -to- thickness
ratio exceeds 4, at intervals of 8'. Use bevel cut 1" x 4" or 2"
x 3" wood bracing, double- crossed and nailed both ends to joists,
or use solid wood bridging 2" thick by depth of joist, end nailed
to joist, or metal bridging by Simpson Co., or equal.
F. Installation of Plywood:
1. Comply with recommendations of the American Plywood Association
(APA) for the installation of plywood.
2. Sheathing: Install as recommended by the APA's "Guide to Plywood
Sheathing for Floors and Roofs" for the spacing of supports or
types of substrates involved in the work. Provide thickness
shown or, if not shown, provide thickness recommended by APA.
Plywood roof and wall sheathing shall be installed with the face
plies perpendicular to the framing members and with end joints
VILLA COMMUNITY BLDG ROUGH CARPENTRY SECTION 06100
AFA February 20, 1998 Page 4 of 4
staggered and bearing on framing members. Roof and wall
sheathing edges shall be blocked with 2" nominal blocking and
nailed as specified.
END OF SECTION 06100
V06100
- VILLA COMMUNITY BLDG FINISH CARPENTRY SECTION 06220
AFA February 20, 1998 Page 1 of 3
SECTION 06220 FINISH CARPENTRY
1.00 GENERAL
1.01 Description of the Work: The extent of each type of millwork is
shown on the drawings.
A. "Millwork" is defined to include (in addition to items so designated
on the drawings) all miscellaneous exposed wood members commonly
known as finish carpentry or architectural woodwork, unless such
items are indicated to comply with another section of this
specifications.
B. The types of millwork include, but are not necessarily limited, to
the following:
1. Exterior and interior wood door frames.
2. Miscellaneous interior and exterior wood trim.
1.02 Quality Assurance:
A. Standards:
1. Comply with the applicable provisions for grading and workmanship
of the "Architectural Woodwork Quality Standards and Guide
Specifications ", Architectural Woodwork Institute (herein
referred to as standards), except as otherwise indicated.
2. Wood Moulding Patterns: Profile numbers for wood moulding
indicated on Drawings are from "WM /series Wood Moulding
Patterns ", Western Wood Moulding and Millwork Producers document
WM- 4 -f77.
B. Grading Rules:
1. WWPA - Western Lumber Grading Rules - 81.
2. WCLIB - West Coast Lumber Inspection Bureau. Rule 16 -84.
1.03 Submittals:
A. Submit following information in accordance with Section 01301.
B. Shop Drawings, Millwork: Submit shop drawings for millwork, except
for stock items referred to by manufacturer's catalog number or
stock moldings whose profile is shown on the drawing details.
1.04 Product Handling:
A. Store woodwork materials and completed woodwork only in a dry,
ventilated place, protected from the weather, and complying with the
temperature and humidity conditions specified by standards and as
required for installation areas.
B. Protect sanded and finished surfaces from soiling and damage during
handling and installation. Keep covered with polyethylene film or
other protective covering.
1.05 Job Conditions:
A. Humidity and Temperature Controls: Advise installer of millwork of
requirements for maintaining heating, ventilation in installation
areas as required to reach relative humidity necessary to maintain
optimum moisture content specified for woodwork.
B. Examination of Substrate and Conditions: Examine the substrate and
the conditions under which the work under this section is to be
performed. Make necessary corrections prior to installation of
millwork.
2.00 PRODUCTS
2.01 Materials and Fabrication:
A. General:
1. Optimum Moisture Content: Kiln -dry millwork to an average mois-
ture content within the following ranges, as recommended by
VILLA COMMUNITY BLDG FINISH CARPENTRY SECTION 06220
AFA February 20, 1998 Page 2 of 3
standards for the regional climatic conditions involved: Interi-
or woodwork: 6% to 11 %.
2. Measurements: Before proceeding with woodwork required to be
fitted to other construction , obtain measurements and verify
dimensions of shop drawing details as required for accurate fit.
3. Standards: Wherever both AWI and WIC standards are indicated,
choice is Contractor's option, but comply with a single standard
for related items of work.
4. Machine and sand woodwork to comply with the requirements of
standards for the specified grade.
5. Fabricate woodwork to dimensions, profiles, and details shown.
Rout or groove back of flat trim members, kerf backs on other
wide flat members, except plywood or veneered members.
6. Assemble in mill in as large units as practicable to minimize
field cutting and jointing. Where necessary to fit at site,
provide ample allowance for cutting and fitting. Miter joints,
where shown or where required by standards to be shop- mitered, by
joining, splining, and gluing to comply with the requirements for
the specified grade.
B. Interior MDO Millwork:
1. Wood Base: medium density fiberboard, to be painted, dimensioned
as shown on plans.
2. Wood Trim & Base: Medium Density Fiberboard, to be painted.
C. Interior Softwood Millwork:
1. Grade: AWI Custom Grade (Sec. 300, 700 or 800 as applicable).
2. Species: Hemlock: Appearance Grade, Select "C and better ",
vertical grain.
3. Wood Trim & Base: CVG Hemlock dimensional lumber, to have
natural finish.
D. Exterior Wood Trim:
1. Grade: AWI Section 300; custom grade.
2. Wood Trim: Clear Cedar.
E. Miscellaneous Accessories:
1. Wood Screws: Use brass screws at locations where screws are
exposed.
2. Nails: Select the material, type, size, and finish required for
each use. Comply with FS FF -N -105 for applicable requirements.
3. Anchors: Select the material type, size, and finish required by
each substrate for secure anchorage. Provide non - ferrous metal
or hot -dip galvanized anchors and inserts for exterior
installations and elsewhere as required for corrosion - resistance.
Provide toothed steel or lead expansion bolt devices for drilled -
in -place anchors. Furnish inserts and anchors, as required, to
be set into concrete or masonry work for subsequent woodwork
anchorage.
2.02 Hardware:
A. Wall Brackets for Handrails: Ives 158, brass, or approved equal.
3.00 EXECUTION
3.01 Preparation: Condition millwork to average prevailing humidity
conditions in installation areas prior to installing.
3.02 Installation:
A. Install plumb, level, true, and straight with no distortions. Shim
as required using concealed shims.
B. Cut to fit unless specified to be shop- fabricated or shop -cut to
exact size. Where woodwork abuts other finished work, scribe and
cut for accurate fit. Before making cutouts, drill pilot holes at
corners.
VILLA COMMUNITY BLDG FINISH CARPENTRY SECTION 06220
AFA February 20, 1998 Page 3 of 3
C. Distribute defects allowed in the quality grade specified to the
best overall advantage when installing job assembled woodwork items.
D. Trim and Moldings: Install in single, unjointed lengths for
openings and for runs less than maximum length of lumber available.
For longer runs, use only one piece less than maximum length
available in any straight run. Stagger joints in adjacent members.
Cope moldings at returns and miter at corners.
E. Attach woodwork securely in place with uniform joints providing for
thermal and building movements.
1. Nailing: ;Blind nail where possible. Use fine finishing nails
where exposed. Set exposed nail heads for filling, except for
exterior wood which is to receive a natural finish ( if any).
2. Anchoring: Secure woodwork to anchors or blocking, built -in or
directly attached to substrates.
F. Preparing for Finish: Clean woodwork and fill nail holes in prepa-
ration for finishes specified for job application under painting
sections of these specifications. Where woodwork is to receive a
transparent finish, use matching wood filler.
3.03 Cleaning and Protection:
A. Repair or remove and replace defective work as directed by Architect
upon completion of installation.
B. Clean shop- finished woodwork, touch -up finish as required, and
remove and refinish damaged or soiled areas of finish.
C. Protection: Advise Architect of procedures and precautions for
protection of materials and installed woodwork from damage by the
work of other trades until acceptance of the work by the Owner.
Maintain proper temperature /humidity conditions during the remainder
of the construction period in areas of architectural woodwork
installations.
END OF SECTION 06220
V06220
VILLA COMMUNITY BLDG CABINET WORK SECTION 06410
AFA February 20, 1998 Page 1 of 2
r
SECTION 06410 CABINET WORK
1.00 GENERAL
1.01 Work Included:
A. The extent of the Cabinet Work is shown on the Drawings.
B. Furnishing and installation of hardware for cabinet work is included
in this section.
1.02 Quality Assurance: ANSI Quality Standards: Comply with Section 400
for Custom grade cabinets, flush construction.
1.03 Submittals:
A. Submit the following information in accordance with Section 01301:
B. Manufacturer's Data, Wood Casework: Submit copies of manufacturer's
specifications and installation instructions for hardware, plastic
laminates, plywood, and other materials used in the fabrication of
casework..
C. Shop Drawings, Wood Casework: Submit shop drawings, showing
location of each item, dimensioned plans and elevations, large scale
details, anchors, materials, and other components.
D. Samples: Submit fully finished samples of the following items
required in the casework. Samples will be reviewed for appearance
and finish only.
1. Plastic laminate, three (3) samples, for each type and surface
finish.
2. Exposed hardware, one unit of each type and finish.
2.00 PRODUCTS
2.01 Materials:
A. Vertical Surfaces:
1. Hinged Door and Drawer Fronts: Plastic laminate -faced
particleboard, except as shown otherwise on drawings.
2. End Panels: 3/4" thick; plastic laminate -faced particleboard,
except as shown otherwise on drawings.
B. Edge Banding: All exposed edges of end panels, drawer front, doors,
partitions, and shelves shall be edged with plastic laminate,
mechanical or glue application with no exposed fastenings.
C. Interior Surfaces: -
1. Partitions: 3/4" melamine -faced particleboard.
2. Backs: 1/2" melamine -faced plywood.
3. Shelving: 3/4" melamine -faced particleboard.
D. Countertops for Casework:
1. Grade: 3/4" plywood with plastic laminate.
E. Plastic Laminate: Comply with FS- L- P -508H.
1. Horizontal Surfaces: General purpose standards, .050 thickness,
through color.
2. Vertical Surfaces: General purpose standard, .028 thickness.
3. Color, Pattern, and Texture: As selected by Architect from
manufacturer's standard satin - finished sheets.
4. Manufacturers: Formica, Nevamar, Wilson Art.
F. Counter Construction: As shown or, if details not shown, comply
with standards and provide 4" high back - splash and end - splash top -
mounted square butt joint with plastic laminated self edge. Exposed
Edges: Plastic laminate matching surface. Ease exposed edges of
overlap sheet. Cut openings for equipment to be installed. Comply
with equipment manufacturer's requirements, but provide internal
corners of 1/8" minimum radius. Smooth saw cut and ease edges.
VILLA COMMUNITY BLDG CABINET WORK SECTION 06410
AFA February 20, 1998 Page 2 of 2
Seal cut edges of counter at openings for sinks and other "wet"
equipment, using waterproofing compound recommended by plastic
manufacturer and compatible with laminating adhesive.
G. Cabinet Hardware, Semi - Exposed:
1. Side Pair Drawer Slides: 100 -lb. rated (per pair), ball bearing
nylon rollers, 1/2" wide units, commercial grade. Full
extension, No. 329; Grant P &H Co.; No. 1400; Knape & Vogt Mfg.
Co.; full extension 430 E series by Blum; or approved equal.
2. Magnetic Catches: Ives, No. 324, or approved equal.
3. Finish for Semi - Exposed Hardware: 626.
4. Shelf Standards: Standards, cold - rolled steel with brushed steel
finish, flush, screwed installation with matching supports; Knape
& Vogt Mfg. Co. No. 255; with No. 256 shelf supports, or 5mm x
32mm o.c. line boring with 5mm nickel plated steel clips, or
approved equal.
5. Hinges: Flush hinges; Amerock No. 5988 -M3, equivalent by Julius
Blum, Inc., or approved equal. 2 hinges per door or minimum 24"
o.c. on full height doors.
H. Cabinet Hardware, Exposed:
1. Door /Drawer Pulls: Stainless steel wire pulls, 3/16" diameter,
or approved equal.
2.02 Fabrication of Casework, General:
A. Shop fabricate casework to the greatest extent possible, disassemble
only as necessary for delivery and installation.
B. Install hardware at the shop prior to delivery. Remove hardware for
finish application, and reinstall after finishing.
3.01 Installation:
A. Adjust casework and hardware so that doors and drawers operate
smoothly and with tolerances as established by standards. Lubricate •
operating hardware as recommended by manufacturer.
B. Protection: Cover casework with 4 -mil polyethylene film, for
protection against soiling and deterioration during remainder of
construction period.
END OF SECTION
V06410
VILLA COMMUNITY BLDG BUILDING INSULATION SECTION 07210
AFA February 20, 1998 Page 1 of 2
SECTION 07210 BUILDING INSULATION
1.00 GENERAL
1.01 Description of Work:
A. The extent of building insulation work is shown on the drawings and
described in these specifications.
B. The applications of building insulation include the following:
1. Fiberglas batt insulation as shown on the drawings (see Sheet
A6.1 for sizes).
1.02 Quality Assurance:
A. Thermal Conductivity: The thicknesses shown are for the thermal
conductivity (k -value at 75 degrees F. or 20 degrees C.) specified
for each material. Provide adjusted thicknesses as directed for the
use of material having a different thermal conductivity.
B. Fire Ratings: Comply with the fire - resistance, flammability ratings
indicated, and comply with code interpretations by governing
authorities.
1.03 Submittals, Manufacturer's Data, Insulation: For information only,
submit copies of manufacturer's specifications and installation
instructions for each type of insulation required.
1.04 Product Handling:
A. Protection from Deterioration: Do not allow insulation materials to
become wet or soiled. Comply with manufacturer's recommendations
for handling, storage, and protection during installation. Protect
plastic insulation from exposure to sunlight.
B. Fire Hazard: Do not deliver plastic insulating materials to the
project site ahead of time of installation. Protect at all times
against ignition. Complete the installation and concealment of
plastic materials as rapidly as possible in each area of work.
1.05 Job Conditions:
A. Examination of Substrate: Examine the substrate and the conditions
under which the insulation work is to be performed. Do not proceed
with the insulation work until unsatisfactory conditions have been
corrected. Plywood roof sheathing moisture content shall not exceed
moisture content specified at time of insulation.
2.00 PRODUCTS
2.01 Kraft Paper Faced Glass Fiber Blanket Insulation: Kraft paper with
1 inch flanges on long edges. Provide sizes as shown on drawings.
2.02 Miscellaneous Materials:
A. Adhesive for Bonding Insulation: The type recommended by the
insulation manufacturer.
B. Mechanical Anchors: Type and size shown or, if not shown, as
recommended by the insulation manufacturer for the type of
application shown, and condition of substrate.
3.00 EXECUTION
3.01 Installation:
A. General:
1. Comply with manufacturer's instructions for the particular
conditions of installation in each case.
VILLA COMMUNITY BLDG BUILDING INSULATION SECTION 07210
AFA February 20, 1998 Page 2 of 2
2. Extend insulation full thickness as shown over entire area to be
insulated. Cut and fit tightly around obstructions, and fill
voids with insulation. Remove projections which interfere with
placement.
3. Apply a single layer of insulation of the required thickness,
unless otherwise shown or required to make up the total
thickness.
B. General Building Insulation:
1. Apply insulation units to the substrate by the method indicated,
complying with the manufacturer's recommendations.. If no
specific method is indicated, bond units to substrate with
adhesive or use mechanical anchorage, to provide permanent
placement and support of units.
2. Set vapor barrier faced units with vapor barrier to inside of
construction, except as otherwise shown. Do not obstruct
ventilation spaces. Tape joints and ruptures in vapor barriers,
using adhesive tape of type recommended by insulation
manufacturer, and seal each continuous area of insulation to
surrounding construction so as to ensure vapor -tight installation
of the units.
3. Set Kraft paper faced units accurately with adjacent flanges
overlapped and stapled to interior edge of studs.
4. Place loose fiber insulation into spaces either by pouring or by
machine - blowing. Level horizontal applications to uniform
thickness, lightly settled to uniform density, but not
excessively compacted.
END OF SECTION 07210
V07210
VILLA COMMUNITY BLDG ROOFING SHINGLES SECTION 07311
AFA February 20, 1998 Page 1 of 2
SECTION 07311 ROOFING SHINGLES
1.00 GENERAL
1.01 Description of Work:
A. The extent of shingle work is shown on the Drawings.
B. The types of shingles required include:
1. Composition roof shingles.
1.02 Related Work Specified Elsewhere:
A. Section 07900: Joint Sealants.
B. Section 09900: Painting:
1.03 Submittals:
A. Submit in accordance with 01301.
B. Submit copies of manufacturer's product data and installation in-
structions.
C. Samples:
1. Composition Shingles: Submit (1) set of color samples of manu-
facturer's standard colors.
1.04 Delivery, Storage and Handling: Deliver materials in manufacturer's
unopened, labeled containers. Store materials to avoid water dam-
age, and store rolled goods on end. Comply with manufacturer's re-
commendations for job -site storage and protection.
1.05 Job Conditions: Proceed with shingle installation only when all
penetrating work has been completed, substrate is dry and weather
conditions are favorable.
1.06 Roofing Material Warranty: Provide composition shingles which carry
a 25 -year manufacturer's limited warranty.
2.00 PRODUCTS
2.01 Composition Shingle Roofing:
A. Square Tab Strip Shingles, UL Class "A ", Heavyweight: Architectural
grade; mineral - surfaced, self - sealing, fiberglass reinforced, 3 -tab
asphalt strip shingles complying with ASTM D 3018, Type I, bearing
UL Class "A" external fire exposure label; not weighing less than
240 lbs. per square. Color green: as selected by Architect.
B. Acceptable Manufacturers:
1. Ultimate 240; Genstar Roofing Products Company
2. Royal Sovereign: GAF Corp.
3. Fireking III; Manville Building Materials Corp.
4. Supreme Saver; Owens- Corning Fiberglass Corp.
5. Dura -Seal #204; Malarkey Roofing Company.
2.02 Miscellaneous Asphalt Shingle Materials:
A. Hip and Ridge Shingles: Manufacturer's standard factory pre -cut
units to match shingles or job- fabricated units cut from actual
shingles used.
B. Roofing Felt: No. 15, asphalt- saturated unperforated organic roof-
ing felt, complying with ASTM D 226, 36 inches wide, approximate
weight 18 lbs. /square.
C. Asphalt Plastic Cement: Fibrated asphalt cement complying with ASTM
D 2828, Type II, designed for trowel application.
D. Nails: Minimum 7/8" long, zinc coated, large head shingle nails,
minimum 3/8 inch diameter head, and of sufficient length to pene-
VILLA COMMUNITY BLDG ROOFING SHINGLES SECTION 07311
AFA February 20, 1998 Page 2 of 2
trate minimum 3/4 inch into solid decking or to penetrate through
plywood sheathing.
E. Metal Drip Edge: Minimum 24 gage baked enamel coated steel sheet.
F. Metal Flashing: 24 gage baked enamel coated steel sheet. Job -cut
to sizes and configurations required.
2.03 Metal Flashing: Minimum 24 gage baked enamel coated steel sheets
job- formed to sizes and configurations shown or required for a com-
pletely watertight installation.
3.00 EXECUTION
3.01 Installation:
A. General: Comply with published recommendations of shingle manufac-
turer details and recommendations of ARMA Residential Asphalt Roof-
ing Manual for installation of roofing felt underlayment and roof
shingles, using number of nails and coursing of shingles in accor-
dance with manufacturer's standards. _
B. Asphalt Shingles:
1. Underlayment: Apply one layer felt horizontally over entire sur-
face, lapping succeeding courses 2" minimum and fastening with
sufficient fasteners to hold in place until shingle application.
2. Shingles: Install starter strip of roll roofing or inverted
shingles with tabs removed; fasten shingle in manufacturer's
recommended pattern, weather exposure, and number of fasteners
per shingle. Use horizontal and vertical chalk lines to ensure
straight coursing.
3. For a 24" width along all edges of eaves, ridges, and gable ends
the underlayment, starter strip, and shingles shall all be glued
in place with plastic roof cement.
4. Hip and ridge shall have a maximum exposure beginning at the bot-
tom of the hip. Secure each shingle with one nail on each side
5 -1/2" back from exposed end and 1" up from the edge. Seal down
the exposed edge with tabbing cement.
5. Provide open valley installation with maximum 4" wide valley:
Valley flashing shall be 24 ga. galvanized steel.
C. Final Adjustment: Replace any damaged shingles and remove shingle
installation debris from site.
END OF SECTION 07311
V07311
VILLA COMMNITY BLDG FLASHING & SHEET METAL SECTION 07601
AFA February 20, 1998 Page 1 of 1
07601 FLASHING AND SHEET METAL
1.00 GENERAL
1.01 Fabricated Sheet Metal, General: Conform to profiles and sizes
shown, and comply with "Architectural Sheet Metal Manual" by SMACNA,
for each general category of work required.
A. Metal flashing, counter flashing.
B. New downspouts and gutters.
2.00 PRODUCTS
2.01 Metal Flashing, Counter Flashing, and Skirting:
A. Zinc coated steel sheet: Commercial quality carbon steel sheets with
minimum of 0.20% copper content, complying with ASTM A 526; hot dip
galvanized to comply with ASTM A 525, G90, mill phosphatised if
shown to receive paint finish, 0.0359" thick (22 ga.), except as
otherwise indicated.
B. Baked Enamel Coated Sheet Steel: For flashing, 24 ga. white unless
otherwise noted.
C. Miscellaneous Materials:
1. For metal work, provide the type of solder and fasteners
recommended by the producer of the metal sheets, for fabrication
and installation.
2. Roofing Cement: FS SS -C -153, Type I, asphaltic base.
2.02 Fabrication:
A. Coat back -side of fabricated sheet metal with 15 -mil sulfur -free
bituminous coating, FS TT -C -494 or SSPC -Paint 12, where required to
separate metals from corrosive substrates including cementitious
materials, wood or other absorbent materials; or provide other
permanent separation.
B. Provide for thermal expansion of running sheet metal work, by
overlaps of expansion joints in fabricated work. Where required for
water -tight construction, provide hooked flanges filled with
polyisobutylene mastic for 1 inch embedment of flanges. Space
joints at intervals of not more than 24 feet. Conceal expansion
provisions where possible.
3.00 EXECUTION
3.01 Installation Requirements:
A. Anchor work in place with non - corrosive fasteners, adhesives,
setting compounds, tapes, and other materials and devices as
recommended by manufacturer of each material or system. Provide for
thermal expansion and building movements. Comply with
recommendations of "Architectural Sheet Metal Manual" by SMACNA.
B. Seal moving joints in metal work with elastomeric sealants,
complying with FS SS -T- 00227, - 00230, or 001543.
C. Clean metal surfaces of soldering flux and other substances which
could cause corrosion.
3.02 Performance: Water - tight /weatherproof performance of flashing and
sheet metal work is required.
END OF SECTION 07601
V07601
VILLA COMMUNITY BLDG JOINT SEALERS SECTION 07901
AFA February 20, 1998 Page 1 of 2
07901 JOINT SEALERS
1.00 GENERAL
1.01 Materials, General:
A. Colors: Manufacturer's standard highest - performance color; as
selected by Architect from standard colors.
B. Compatibility: Provide materials selected for compatibility with
each other and with substrates in each joint system; confirm with
manufacturer.
C. General Characteristics: Provide type, grade, class, hardness and
similar characteristics of material as indicated or, where not
indicated, to comply with manufacturer's recommendations relative to
exposures, traffic weather conditions and other factors of the joint
system for best possible overall performance. Except as otherwise
indicated, joint sealers are required to permanently maintain
airtight and waterproof seals, without failures in joint movement
accommodation, cohesion, adhesion (where applicable), migration,
staining, and other performances as specified.
1.02 Scope: Application of caulking and sealants are required for the
following areas and where indicated.
A. Around openings in exterior walls.
B. Concrete abutting buildings, bollards, stairs, and other fixed ele-
ments.
C. Joints at the intersection of dissimilar materials.
D. Joints at penetrations of floor, roof and walls by piping and other
services and equipment.
2.00 PRODUCTS
2.01 Elastomeric Sealants:
A. Single- Component Polysulfide Sealant: ASTM C 920 Type S Class 25,
or FS TT- S- 002300 Class A; non -sag, except self - leveling where
joints are horizontal.
B. Single- Compound Polyurethane Sealant: FS TT- S- 00230C Class A; self -
leveling, except non -sag where joints are not horizontal.
1. Provide bituminous - modified product where recommended by
manufacturer.
C. Nonporous -Bond Type Silicone Sealant: Acid type, 1 -part, non -sag;
ASTM C 920 Type S Class 25, or FS TT- S- 001543A Class A; recommended
by manufacturer for exterior nonporous joint surfaces.
D. Porous -Bond Type Silicone Sealant: Non -acid type, 1 -part, non -sag;
ASTM C 920 Type S Class 25, or FS TT- S- 001543A Class A; recommended
by manufacturer for exterior use where one or both surfaces are
porous.
E. Sanitary Type Silicone Sealant: 1 -part, non -sag; ASTM C 920 Type S
Class 12.5, or FS TT- S- 001543A Class B; recommended by manufacturer
for use in interior wet areas, resistant to mildew and mold growth.
2.02 Joint Fillers, Pavement Type:
A. Bituminous /Fiber Joint Filler: FS HH -F -341 Type 1, AASHTO M 213, or
ASTM D 1751.
VILLA COMMUNITY BLDG JOINT SEALERS SECTION 07901
AFA February 20, 1998 Page 2 of 2
2.03 Joint Fillers and Sealant Backers:
A. Sealant Backer Rod: Non - absorptive closed -cell (or jacketed open -
cell) compressible /flexible plastic or rubber rod stock which is
compatible with sealant (polyethylene, butyl, neoprene,
polyurethane, PVC).
B. Bond Breaker Tape: Polyethylene or other plastic tape which will
not bond to sealant, self- adhesive.
3.00 EXECUTION
3.01 Installation:
A. Weather Conditions: Install exterior elastomeric sealants when
temperature is in lower third of temperature range recommended by
manufacturer for installation.
B. Clean joint surfaces and prime or seal as recommended by sealant
manufacturer.
C. Support sealants from back with construction as shown, or with joint
filler or backer rod.
D. Install sealants with "hour- glass" section profile and as follows:
1. Pavement /Sidewalk Traffic Joints: Depth equal to 75% of normal
joint width, but not more than 5/8 inch and not less than 3/8
inch.
2. Elastomeric Sealants, Non - Traffic Joints: Depth equal to 50% of
normal joint width, but not more than 1/2 inch and not less than
1/4 inch.
E. Install liquid sealants by proven methods which will ensure complete
"wetting" of joint bond surfaces, without gaps or air pockets in
beads, slightly concave on surface and slightly below adjoining
surfaces, except form slight cove with sealant at inverted corner
joints.
F. Bond or "weld" ends of gasket members to form a continuous,
uninterrupted seal; miter and bond /weld corners or provide molded
corner units.
END OF SECTION 07901
V07901
O
VILLA COMMUNITY BLDG WOOD DOORS SECTION 08210
AFA February 20, 1998 Page 1 of 3
SECTION 08210 WOOD DOORS
1.00 GENERAL
1.01 Description of Work:
A. The extent and location of each type of wood door is shown on the
drawings and in the schedules.
1.02 Ouality Assurance:
A. Standards:
1. General: Comply with the requirements of the following
standards, unless otherwise shown or specified.
2. Fire -Rated Wood Doors: When fire - resistance classifications are
shown or scheduled for wood door assemblies, provide doors which
comply with the requirements of NFPA No. 80 "Standard for Fire
Doors and Windows ", and which have been tested and rated single -
pointed hardware by UL. Provide UL label on each door and panel.
3. Stile and Rail Wood Panel Doors: Provide wood doors complying
with applicable requirements of FHDA 7 -79 for kinds and types of
doors indicated and as specified.
4. Flush Wood Doors: NWMA Industry Standard I.S.1.
1.03 Submittals:
A. General:, Submit in accordance with Section 01301.
B. Manufacturer's Data, Wood Doors: Submit copies of door
manufacturer's specifications and installation instructions for each
type of wood door required, including other data as may be required
to show compliance with the specified requirements.
1. Include details of core and edge construction, trim for openings
and louvers if any, and similar components.
2. Include certifications as may be required to show compliance with
the specifications.
C. Shop Drawings: Submit shop drawings indicating location and size of
each door, elevation of each kind of door, details of construction,
location and extent of hardware blocking, fire ratings, requirements
for factory finishing and other pertinent data.
1.04 Specific Product Warranty:
A. Submit written agreement in door manufacturer's standard form signed
by Manufacturer, Installer and Contractor, agreeing to repair or
replace defective doors which have warped (bow, cup or twist) or
which show photographing of construction below in face veneers, or
do not conform to tolerance limitations of FHDA (Fir and Hemlock
Door Association).
B. The warranty shall also include refinishing and reinstallation which
may be required due to repair or replacement of defective doors.
C. Warranty shall be in effect during following period of time after
date of substantial completion.
1. Solid wood panel exterior doors: Two years.
2. Solid wood panel interior doors: Life of installation.
3. Solid Core Veneer Interior Doors: Life of installation.
1.05 Product Delivery, Storage and Handling: Protect wood during
transit, storage, and handling to prevent damage, soiling, and
deterioration. Comply with manufacturer's instructions and with the
"On- Site - Care" requirements of NWMA pamphlet "Care and Finishing of
Wood Doors ".
C
VILLA COMMUNITY BLDG WOOD DOORS SECTION 08210
AFA February 20, 1998 Page 2 of 3
2.00 PRODUCTS •
2.01 Materials and Components:
A. Exposed Surfaces: All surfaces for interior doors shall match
surfaces on the existing doors. Provide same exposed surface
material on both faces of each door, unless otherwise indicated.
B. Transparent Finish: Where doors are shown or scheduled to receive
transparent finish, omit factory marking and provide certification
of door quality if markings would be visible after finishing.
C. Fire -rated Doors: Provide exposed edges to match non - fire -rated
doors in same area of building, unless otherwise indicated. Provide
trim for openings (if any) which have been tested and listed for
kind of door and rating indicated.
2.02 General Fabrication Requirements:
A. Openings: Cut and trim openings through doors and panels as shown.
Comply with applicable requirements of referenced standard for
kind(s) of doors required.
B. Stile and Rail Doors:
1. Standard: FHDA /7 -79.
2. Grade: Selected grade.
3. Thickness: 1 -3/4 ".
4. Species: Western Hemlock for interior doors; Douglas Fir for
exterior doors.
a. Stiles and Rails: Vertical grain.
b. Raised Panels: Vertical grain.
5. Acceptable Manufacturers:
a. Cenco Door Company; Portland, Oregon.
b. E. A. Nord Company; Everett, Washington.
c. Simpson Door Company; Seattle, Washington.
d. Nicolai Door; Portland, Oregon.
6. Fire -Rated Doors: Provide manufacturer's standard 20- minute
labeled wood panel fire door with raised panels laminated with
fire - resistive core material.
2.04 Prefittinq and Preparation for Hardware:
A. Prefit and premachine wood doors at factory.
B. Comply with tolerance requirements of FHDA for prefitting. Machine
doors for hardware requiring cutting of doors. Comply with final
hardware schedules and door frame shop drawings and with hardware
templates and other essential information required to ensure proper
fit of doors and hardware.
C. Take accurate field measurements of hardware mortises in wood frames
to verify dimensions and alignment before proceeding with machining
in factory.
3.00 EXECUTION
3.01 Installation:
A. Condition doors to average prevailing humidity in installation area
prior to hanging.
B. Hardware: For installation, see Section 08710 of these
specifications.
C. Manufacturer's Instructions Install wood doors in accordance with
manufacturer's instructions.
D. Job -Fit Doors: Fit doors to frame for proper fit and uniform
clearance at each edge and machine for hardware. Seat cut surfaces
after fitting and machining.
E. Clearance: For non -fire doors, provide clearances of: 1/8" at
jambs and heads; 1 /8" at meeting stile for pairs of doors; and 1/2"
from bottom of door to top of decorative floor finish or covering;
. VILLA COMMUNITY BLDG WOOD DOORS SECTION 08210
AFA February 20, 1998 Page 3 of 3
- except where clearance dimension is shown or scheduled, provide 1/4"
clearance from bottom of door to top of threshold.
F. Fire -Rated Doors: Install in corresponding fire -rated frames in
accordance with the requirements of NFPA No. 80. Provide clearances
complying with the limitation of the authority having jurisdiction.
G. Job -Site Finished Doors: See painting section of these
specifications for requirements for finishing wood doors.
H. Check drawings for undercut or carpet conditions and make
appropriate allowances. Carpet, when installed, will occur under
door adjacent to carpet areas.
3.02 Adiust and Clean:
A. Operation: Rehang or replace doors which do not swing or operate
freely, as directed by the Architect.
B. Job - Finished Doors: Refinish or replace doors damaged during
installation, as directed by the Architect.
C. Protection of Completed Work: Contractor shall take the proper
procedures required for protection of installed wood doors from
damage or deterioration until acceptance of the work.
END OF SECTION 08210
V08210
_ VILLA COMMUNITY BLDG OVERHEAD DOORS SECTION 08360
AFA February 20, 1998 Page 1 of 2
SECTION 08360 OVERHEAD DOORS
1.00 GENERAL
1.01 Description of Work:
A. The extent of overhead doors is shown on the drawings.
B. The following types of sectional overhead doors are specified in
this section:
Group A: Aluminum sectional high -lift overhead door with full glass
panels.
1.02 Quality Assurance:
A. Provide each sectional overhead door as a complete unit produced by
one manufacturer, including frames, sections, brackets, guides,
tracks, counterbalance mechanisms, hardware, operators and installa-
tion accessories to suit the openings and head room allowable.
B. Manufacturer: Provide overhead doors as manufactured by Overhead
Door Corporation, Cookson Company, or approved equal.
1.03 Inserts & Anchorages: Furnish inserts and anchoring devices which
must be set in concrete for the installation of the units. Provide
setting drawings, templates and directions for installation of
anchorage devices. Coordinate delivery with other work to avoid
delay.
1.04 Wind Loading: Design and reinforce exterior overhead doors to with-
stand a wind loading pressure with a maximum deflection of 1/120 of
the opening width, as following: Wind loading pressure as required
by Code for 80 mph basic wind speed, Exposure B.
1.05 Submittals:
A. Manufacturer's Data: For information only, submit 2 copies of
product data, roughing -in diagrams and installation instructions for
each type and size of overhead door. Include manufacturer's data,
operating instructions and maintenance data. Furnish the installer
a copy of diagrams and installation instructions.
B. Shop Drawings: Submit shop drawings for special components and
installations which are not fully dimensioned or detailed in
manufacturer's data.
2.00 PRODUCTS
2.01 Model Types: Approved manufacturers include: Overhead Door Corpo-
ration; Cookson Company; Jim Walter Doors /North American; Cornell
Ironworks, Inc., or approved. For purpose of definition, these
specifications are written as the following:
Group A: Aluminum sectional high -lift overhead door with
full glass panels, angle mount track at jamb with
bladeseal weatherstripping, manual operation. Mullion
size to be 7/8" for full glass, store front look. U value
to be .5 or better. Glass to be 1/2" insulating glass,
low e, argon filled.
For definition purposes use Overhead Door Company Model
#511 or approved equal.
2.02 Tracks:
A. Provide manufacturer's standard galvanized steel (unless noted
otherwise) track system, sized for door size and weight and designed
VILLA COMMUNITY BLDG OVERHEAD DOORS SECTION 08360 -
AFA February 20, 1998 Page 2 of 2
for clearances shown. Provide complete track assembly including
brackets, bracing and reinforcing for rigid support of ball bearing
roller guides for the required door type and size.
B. Provide galvanized steel track reinforcement and support members.
Secure, reinforce and support tracks as required for size and weight
of door to provide strength and rigidity and to ensure against sag,
sway and detrimental vibration during opening and closing of doors.
C. Support and attach tracks at opening jambs with continuous angle
welded to tracks and attached to wall. Support horizontal (ceiling
tracks) with continuous angle welded to track and supported by
laterally- braced attachments to overhead structural members at curve
and end of tracks.
2.03 Weather Seals:
A. Provide continuous, rubber or neoprene, adjustable weatherstrip
gasket at the tops and a compressible astragal on the bottoms of
each exterior door.
B. In addition, provide continuous flexible seals at exterior door
edges for a fully weathertight installation.
2.04 Hardware: Provide heavy -duty, rust - resistant hardware with galva-
nized, cadmium- plated, or stainless steel fasteners to suit type of
door. Provide with cylinder locks compatible with hardware provided
under Section 08710.
2.05 Operation:
A. Group A:
1. Manual.
3.00 EXECUTION
3.01 Inspection: Installer must examine the areas and conditions under
which automatic entrances are to be installed and notify the Con-
tractor in writing of conditions detrimental to the proper and
timely completion of the work. Do not proceed with the work until
unsatisfactory conditions have been corrected in a manner acceptable
to the installer.
3.02 Inspection:
A. Install doors in accordance with manufacturer's standard specifica-
tions and requirements.
B. Install door, track and operating equipment complete with necessary
hardware, jamb and head mold stops, anchors, inserts, hangar and
equipment supports in accordance with final shop drawings, manufac-
turer's instructions and as specified herein.
C. Coordinate installation of control devices with the electrical sub-
contractor, and the Owner's security subcontractor.
D. Upon completion of installation, including work by other trades,
lubricate, test and adjust doors to operate easily, free from warp,
twist or distortion and fitting weathertight for the entire perim-
eter.
3.03 Adiust and Clean:
A. After repeated operation of completed installation, re- adjust door
operators and controls for optimum operating condition and safety.
Lubricate operating equipment and clean exposed surfaces.
END OF SECTION
V08360
VILLA COMMUNITY BLDG VINYL WINDOWS SECTION 08565
AFA February 20, 1998 Page 1 of 2
SECTION 08565
VINYL (PVC) WINDOWS
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Horizontal Gliding Windows.
B. Fixed Windows and Transoms.
1.2 REFERENCES
A. AAMA 101 - Voluntary Specification for Aluminum and Polyvinyl
Chloride (PVC) Prime Windows and Glass Doors.
B. AAMA 303 - Voluntary Specification for Poly (Vinyl Chloride) (PVC)
Exterior Profile Extrusions.
C. AAMA 701 - Voluntary Specification for Pile Weatherstrip.
D. AAMA 902 - Voluntary Specification for Sash Balances.
E. ALI - Certification Program for Sealed Insulating Glass Units, SIG -
901; Associated Laboratories, Inc.
1.3 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Provide manufacturer's standard details and catalog
data demonstrating compliance with referenced standards; include
installation instructions and storage requirements.
C. Selection Samples: Manufacturer's full range of available colors.
1.4 QUALITY ASSURANCE
A. Qualifications:
1. Manufacturer: Minimum three years documented experience
producing products specified in this section.
2. Installer: Minimum three years documented experience
installing products specified in this section.
B. Certifications: Provide window units independently tested and
certified for air infiltration, water penetration, and structural
performance by AAMA, for thermal transmission and solar heat gain
performance by NFRC, and insulating glass certified by ALI /IGCC, to
ASTM E 774, Class CBA.
1.5 WARRANTY
A. Manufacturer's Warranty: Furnish manufacturer's Lifetime Limited
Warranty on window products, including five year SureStart
Protection, transferable to subsequent owners.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Acceptable Manufacturer: CertainTeed Corporation, Vinyl Building
Products Group, or any of its licensed regional fabricators; 750 E.
08565 -1
VILLA COMMUNITY BLDG VINYL WINDOWS SECTION 08565 _
AFA February 20, 1998 Page 2 of 2
Swedesford Road, P.O. Box 860, Valley Forge, PA 19482; ASD. Tel.
(800) 233 -8990. •
B. Equivalent by Milguard or Slimline are approved.
C. Requests for substitutions will be considered in accordance with
provisions of Section 01641.
2.2 COMPONENTS
A. Window Frame and Sash Members: Impact resistant, exterior grade
polyvinyl chloride extrusions complying with AAMA 303 and ASTM D
4726.
B. Insulating Unit Type, clear color. Outer Pane Coating:
Thermaflect(R) double sputter -coat high - performance low - emissivity
softcoat on air chamber side of pane.
C. Screens: Type installable from interior side, providing only
reasonable insect control when operable sash is in open position.
D. Operating Hardware: Types for specified operable -sash windows;
sight- exposed hardware of UV- stabilized engineered polycarbonate
plastic, color matched to vinyl extrusions for uniform appearance.
E. Fasteners: Corrosion - resistant, and conforming to ASI B18 -6 -4.
F. Weatherstripping: Types for specified operable -sash windows and
operable doors.
PART 3 EXECUTION
3.1 EXAMINATION
A. Have installer verify that project conditions are acceptable before
beginning installation of products; verify that rough openings are
as indicated, and are correct sizes for clearance spaces specified
in manufacturer's instructions.
B. Correct unacceptable conditions before proceeding with installation. '
3.2 INSTALLATION
A. Install products in accordance manufacturer's instructions and
approved shop drawings.
B. Install products plumb and in true alignment; fasten to achieve
maximum operational effectiveness and appearance of units.
3.3 ADJUSTING
A. Ensure that windows and doors operate correctly, free from binding
or other defects.
3.4 CLEANING
A. Clean and restore soiled surfaces; remove scraps and debris, and
leave site in clean condition.
END OF SECTION
08565 -2
f
VILLA COMMUNITY BLDG WINDOW SCHEDULE SECTION 08705
AFA February 20, 1998 Page 1 of 2
I.D. SASH FRAME (Details on unless otherwise not.)
Number Size(WxH) Mat'l Type Glass Head Sill Jamb Mul. Window Unit No.'s Remarks
100A 2 x 5 V FXD IG /TG
100B 7 0 x 3 V HS IG /TG
100C 7 6 x 3 V HS IG /TG
100D 7 6 x 3 V HS IG /TG
100E 2 x 5 V FXD IG /TG
100F 3 x 1 V AWN IG
100G 3 x 1 V FIX IG
100H 3 x 1 V FIX IG
100I 3 x 1 V FIX IG
100J 3 x 1 V FIX IG
100K 3 x 1 V AWN IG
100L 3 x 1 V AWN IG
100M 3 x 1 V FIX IG
100N 3 x 1 V FIX IG
1000 3 8 x 1 V FIX IG
100P 3 x 1 V FIX IC
100Q 3 x 1 V AWN IG
100R 4 0 x 4 V FIX IG w/ integrated grid
104A 5 0 x 3 V HS IG /TG
104B 5 0 x 3 V HS IG /TG
E
r
VILLA COMMUNITY BLDG WINDOW SCHEDULE SECTION 08705
AFA February 20, 1998 Page 2 of 2
107A 3 x 3 HS IG
107B 5 x 3 V HS IG
107C 4 x 3 V HS IG
108 3 x 3 V HS IG /TG
109A 4 x 3 V HS IG /TG
109B 4 x 3 V HS IG /TG
Keyed Notes: General Notes:
AWN - Awning 1. Align windows with tops of doors typically.
FG - Float Glass
FXD - Fixed
HS - Horizontal Sliding
IG - Insulated Glass
TG - Tempered Glass,
V - Vinyl
V08705
VILLA COMMUNITY BLDG FINISH HARDWARE SECTION 08710
AFA February 20, 1998 Page 1 of 5
08710 FINISH HARDWARE
1.00 GENERAL
1.01 SCOPE
Furnish and deliver all architectural hardware a specified within
this section, unless excluded under "Work by Others ". This specifi-
cation, however, is not to be construed as quantitative nor complete
in every detail, and it therefore remains the responsibility of this
supplier to furnish all items classified as architectural hardware
and necessary to complete construction as scheduled.
1.02 CODES
All hardware shall comply with applicable local and /or state fire
and current building codes. Doors not intended for normal use that
might prove dangerous if a blind person were to enter by them shall
have their handles or knobs knurled in accordance with the Oregon
State Structural Specialty Code, Paragraph 3108(B)1. Doors to
handicapped accessible rooms shall comply with ANSI A117.1 -1986.
1.03 WORK BY OTHERS
Hardware for the following items will be excluded from this division
and will be furnished and installed under other divisions:
A. Casework hardware.
1.04 SCHEDULE OF HARDWARE
Prepare a complete schedule of hardware in compliance with the
specifications and drawings incorporating the following:
A. List of each opening, door size, door hand, degree of opening swing,
door and frame material, door label, nomenclature, manufacturer's
number and finish, and Architect's hardware group number.
B. If there is any deviation in hardware listed from that specified it
should be noted on the schedule with an explanation as to why the
change was made.
C. Deliver seven (7) copies of this schedule to the Architect for
approval.
1.05 DELIVERY
Deliver all architectural hardware to the job site. Complete
hardware schedule and installation templates shall accompany the
delivery. Each item is to be properly boxed or wrapped, and
distinctly labeled and numbered for each and every opening for which
it is intended, and in accordance with the hardware schedule.
1.06 REPRESENTATIVE
The hardware supplier shall be or shall have in his employ a member
of The American Society of Architectural Hardware Consultants or a
person who is the equivalent thereof. This individual shall be
available for consultation at all times and shall make one final
inspection to see that all hardware has been properly installed
according to the manufacturer's recommendations.
1.07 TEMPLATES
Furnish templates to metal door suppliers within one week from re-
ceipt of approved hardware schedule. Lock - reinforcing units shall
be supplied to metal door supplier, unless otherwise directed.
Physical hardware templates, if required, shall be furnished to the
door supplier within three (3) weeks from receipt of approved
hardware schedule.
VILLA COMMUNITY BLDG FINISH HARDWARE SECTION 08710
AFA February 20, 1998 Page 2 of 5
1.08 FASTENINGS
Architectural hardware shall be furnished with all necessary screws,
bolts or other fastenings of suitable size and type to anchor the
hardware in position for heavy use and long life, and shall
harmonize with the hardware as to material and finish. This
hardware shall be furnished, where necessary, with hex bolts,
through bolts, toggle bolts, expansion shields or other approved
anchors, according to the material to which it is applied and as
recommended by the manufacturer.
1.09 GUARANTEE
All new hardware shall carry a factory warranty to be free from
defects in workmanship and material for a period of one year after
final acceptance of the project. Surface door closers shall carry a
five -year warranty. All hardware must be installed and adjusted
according to manufacturer's printed instructions for this warranty
to be valid.
1.10 RESPONSIBILITY
The types listed are to be used as a guide for quality and
operations, and are not to be construed as a complete list.
1.11 SUBSTITUTION OF MATERIALS
Only those manufacturers listed in 2.01 have been given prior
approval. Those manufacturers not listed seeking approval of their
products shall submit in writing seven (7) days prior to bidding
their request, listing specified item, design, catalog number, and
finish for each item of which approval is being requested. Blanket
approvals by manufacturer's name only will not be given.
2.00 PRODUCTS
2.01 MANUFACTURERS
•
Numbers appearing in this schedule have been taken from catalogs of
the following manufacturers:
Item Manufacturer Approved Substitution*
Butts Stanley McKinney, Lawrence
Locks Schlage Best
Latches Schlage Best
Cylinders Schlage Best
Threshold Reese Pemko
Exit Devices Von Duprin Russwin, Corbin
Flush Bolt & Dust Ives Quality
Proof Strike
Kickplates Trimco Cipco
Push Plates /Pulls Ives, HEWI Trimco, Cipco
Surface Closers LCN Rixson, Norton
Stops Ives Quality
Silencers Ives Glynn Johnson
Gasketing Reese Pemko
Door Bottoms Reese Pemko
Weatherstrip Reese
Falcon "LM Series" mortise locksets with cast trim only.
* If comparable model available.
2.02 CYLINDERS AND KEYING
A. All cylinders to be factory -keyed as directed by the Owner. All
keys shall be tagged and identified by keying symbol and door number
VILLA COMMUNITY BLDG FINISH HARDWARE SECTION 08710
AFA February 20, 1998 Page 3 of 5
in PSI envelopes. Send all keys directly to the Owner by registered
mail.
B. Stamp all permanent keys and key blanks "Do not duplicate ".
C. Provide the equivalent of three keys per cylinder and six master
keys for each new master key set.
D. Key Cabinet: Provide 1 each key cabinet TELKEE #AWC150S. Coordinate
location of cabinet with the owner.
E. Verify compatibility of all cylinders with other existing master key
used by Guardian Management.
2.03 FINISHES
The following hardware finishes shall prevail on this project:
A. Finish of all hardware shall be: 626 Satin Chrome.
B. Door closer finish shall be: selected from Manufacturers standard
painted color.
2.04 BUTTS
All exterior outswinging doors shall have butts with non - removable
pins when the door is closed. Provide special swaged hinges as
required.
2.05 SILENCERS
Provide 3 rubber mutes per single frame and 6 rubber mutes per pair.
Ives 20 for metal frame and 21 for wood frames.
2.06 DOOR CLOSERS
Door closers shall be full rack and pinion type. Unless otherwise
specified, closers on outswinging doors shall have parallel arms.
Length of arms to be determined by degrees of door opening. All
doors to open 180 degrees whenever possible. Provide drop plates
where required. Closers on label doors shall be size and type
required by code. The closer manufacturer's representative shall
adjust all closers at the site upon completion of the project after
the balancing of the heating and air conditioning systems.
2.07 LOCKSETS
A. All cylindrical locksets and latchsets shall fit existing door cut-
outs where applicable. Locks to be supplied with wrought box
strikes. Long lipped strikes (L.L.S.) shall be provided when
necessary to protect the trim.
2.08 EXIT DEVICES
A. Exit devices shall be as specified in hardware groups and shall have
the deadlocking feature where listed.
VILLA COMMUNITY BLDG FINISH HARDWARE SECTION 08710
AFA February 20, 1998 Page 4 of 5
2.09 HARDWARE GROUPS -
Hardware Group 1
Exterior Exit - Single Door
1 -1/2 pr Butts BTFBB179 4- 1/2x4 -1/2 Stanley
1 Surface Closure 1460 -CUSH LCN
1 Weatherstripping F -797B Reese
1 Door Bottom DB595DU Reese
1 Threshold S406A Reese
1 Entrance Lock L9453 17B Schlage
2 Kickplates 10" high x 2" less than door width
1 Stop 407 -1/2 Ives
At doors 100A, 100B, 100C,
delete:
1 Entrance Lock
add:
1 Exit Device 33NL -OP (less pull) Von Duprin
Hardware Group 2
Exterior Entry - Double Door
2 pair Butts BTFBB179 4- 1/2x4 -1/2 Stanley
2 Surface Closures 1461 -CUSH LCN
2 Weatherstripping F -797B Reese
1 Threshold S406A Reese
2 Floor Stops 442 Ives
4 Kickplates 10" high x 2" less than door width
2 Flush Bolts 458 Ives
1 Entrance Lock L9453 Schlage
Hardware Group 4
Storage /Janitor Room - Single Doors
1 -1/2 pr. Butts BTFBB179 4- 1/2x4 -1/2 Stanley
1 Storeroom Lock D80 Schlage
3 Silencers 20 Ives
1 Door Stop 407 -1/2 Ives
Hardware Group 5
Toilet Rooms - Single Door
1 -1/2 pr. Butts BTFBB179 4- 1/2x4 -1/2 Stanley
1 Passage Latch D10 Schlage
1 Surface Closure 1461 LCN
3 Silencers 20 Ives
1 Stop 407 -1/2 Ives
Hardware Group 6
Interior Entry - Double Doors
3 pair Butts BTFBB179 4- 1/2x4 -1/2 Stanley
VILLA COMMUNITY BLDG FINISH HARDWARE SECTION 08710
AFA February 20, 1998 Page 5 of 5
2 Surface Closures 1461 -CUSH LCN
6 Silencers 20 Ives
2 Office /Entry Lock D53 LCN
1 Pull #31 Tice
1 Dustproof Strike 489 x 487 Ives
2 Cylinder 20 -022 Schlage
Hardware Group 7 -
Interior Office - Single Doors
1 -1/2 pr Butts BTFBB179 4- 1/2x4 -1/2 Stanley
1 Office /Entry Lock D53 Schlage
1 Surface Closure 1461 -CUSH LCN
3 Silencers 20 Ives
1 Dustproof Strike 489 x 487 Ives
Hardware Group 8
Interior Exit - Single Doors
1 -1/2 pr Butts BTFBB179 4- 1/2x4 -1/2 Stanley
1 Surface Closure 1460 -CUSH LCN
3 Silencers 20 Ives
1 Dustproof Strike 489 x 487 Ives
1 Exit Device 33NL -OP (less pull) Von Duprin
END OF SECTION
V08710
VILLA COMMUNITY BLDG DOOR SCHEDULE SECTION 08715
AFA February 20, 1998 Page 1 of 2
08715 DOOR SCHEDULE
I.D. DOOR FRAME (Details on A unless noted otherwise)
Number Room Name Size (wxh; Type Mat'l Head Sill Jamt Trans Relit Rate DoorUnit #'s Hdw Remarks
100A Community Meeting 3 0 x 7 0 A WD 1 Note A
100B Community Meeting 3 0 x 7 0 A WD 1 Note A
100C Community Meeting 3 0 x 7 0 A WD 1 Note A
100D Community Meeting 7 x 7 E WD Note B
100E Community Meeting 7 x 7 E WD Note B
100F Community Meeting 7 x 7 E WD Note B
101 Storage pr3 x 7 C WD 6
104 Entrep. Stand 3 0 x 7 A WD 8
107 Computer 3 0 x 7 A WD 1
108 Office 3 0 x 7 C WD 7
109 Office 3 0 x 7 A WD ' 1
111A Maintenance 3 0 x 7 C WD 4
111B Maintenance pr3 x 7 B WD 2
112 Pool Equipment 3 0 x 7 C WD 4
113 Toilet 3 0 x 7 B WD 5
114 Toilet 3 0 x 7 B WD 5
115 Storage 3 0 x 7 B WD 4
GENERAL NOTES: 1. Submit substitution request for any suggested alternate product.
2. All doors with glass to use tempered glass.
3. See following Page for Door Types and Door Legend.
4. All doors are 1 -3/4" thick unless noted otherwise.
SPECIFIC NOTES: A. Provide with panic device.
B. See Overhead Door Section for hardware.
VILLA COMMUNITY BLDG DOOR SCHEDULE SECTION 08715
AFA February 20, 1998 Page 2 of 2
A
VILLA COMMUNITY BLDG ROOM FINISH SCHEDULE SECTION 09000
AFA February 20, 1998 Page 1 of 2
09000 ROOM FINISH SCHEDULE
FLOOR WALLS
ROOM # NAME MATERIAL BASE NORTH EAST SOUTH WEST REMARKS
100 Community Meeting CPT -1 -- WD -1 PT -1 PT -1 PT -1 PT -1
Room
101 Storage vinyl -1 RB PT -1 PT -1 PT -1 PT -1
102 Porch wood decking -- -- -- -- --
103 Front Porch wood decking -- -- -- -- --
104 Entrepreneurial vinyl -1 RB PT -1 PT -1 PT -1 PT -1
Stand
105 Entry wood decking -- -- -- -- --
106 Entry Promenade wood decking -- -- -- -- --
107 Computer Room CPT -1 -- WD -1 PT -1 PT -1 PT -1 PT -1
108 Office CPT -1 -- WD -1 PT -1 PT -1 PT -1 PT -1
109 Office CPT -1 -- WD -1 PT -1 PT -1 PT -1 PT -1
110 Ramp wood decking -- -- -- -- --
111 Maintenance vinyl -1 RB PT -3 PT -3 PT -3 PT -3
112 Pool Equipment existing concrete -- PT -3 PT -3 PT -3 PT -3
113 Toilet CT CT PT -3 PT -3 PT -3 PT -3 CT wainscot - see dwgs
114 Toilet CT CT PT -3 PT -3 PT -3 PT -3 CT wainscot - see dwgs
115 Storage vinyl -1 RB PT -3 PT -3 PT -3 PT -3
116 Pool Deck wood decking -- -- -- -- --
VILLA COMMUNITY BLDG ROOM FINISH SCHEDULE SECTION 09000
AFA February 20, 1998 Page 2 of 2
Keyed Notes: Flooring
CPT -1 - Carpet -1, Broadloom, Field Color
CPT -2 - Carpet -2, Carpet Tile, Accent Color
Vinyl -1 - Sheet Vinyl #1
WD -1 - Wood Base, 1x6 MDF.
RB - Rubber Base
Walls (See also 09900, Painting)
PT -1 - Colors to be selected from standard colors: Latex - Satin Finish
PT -2 - Colors to be selected from standard colors: Latex - Semi -Gloss
PT -3 - Colors to be selected from standard colors: Epoxy - Semi -Gloss
PT -5 - Colors to be selected from standard colors. Enamel - Semi - Gloss.
Wood siding.
PT -6 - Colors to be selected from standard colors. Enamel - Semi - Gloss.
Wood trim.
General Notes:
1. Interior wood trim around all doors, windows and where wood base is called out shall be
MDF and receive a painted finish.
V09000a
- VILLA COMMUNITY BLDG GYPSUM BOARD SECTION 09250
AFA February 20, 1998 Page 1 of 3
09250 GYPSUM BOARD
1.00 GENERAL
1.01 Description of Work:
A. The extent of the gypsum drywall work is shown on the drawings and
is hereby defined to include gypsum board work with a tape -and-
compound joint treatment system known as "drywall finishing" work.
B. All newly constructed walls and ceilings are to be gypsum board.
Gypsum board is to be 5/8" Type X throughout except where it needs
to be less to match existing thickness in same wall. Gypsum drywall
in toilet and bath rooms and on masonry walls is to be moisture
resistant type.
C. The types of work required include the following:
1. Gypsum drywall applied to wood and metal framing.
2. Drywall finishing (joint tape- and - compound treatment).
3. Gypsum Wall Board Repair
1.02 Quality Assurance:
A. Fire - Resistance Rating: Where work is indicated for fire - resistance
ratings, including those required to comply with governing
regulations, provide materials and installation identical with
applicable assemblies which have been tested and listed by
recognized authorities, including UL, and NFPA.
B. Industry Standard: Comply with applicable requirements of GA -216
"Application and Finishing of Gypsum Board, ASTM C -840, by the
Gypsum Association, except where more detailed or more stringent
requirements are indicated, including the recommendations of the
manufacturer.
C. Allowable Tolerances: 1/8 inch offsets between planes of board
faces, and 1/4 inch in 8' -0" for plumb, level, warp, and bow.
D. Manufacturer: Obtain gypsum boards, trim accessories, adhesives,
and joint treatment products from a single manufacturer, or from
manufacturer's recommended by the prime manufacturer of gypsum
boards.
1.03 Submittals:
A. Submit in accordance with Section 01301.
B. Manufacturer's Data, Gypsum Drywall: For information only, submit
copies of manufacturer's product specifications and installation
instructions for each gypsum drywall component, including other data
as may be required to show compliance with these specifications.
1.04 Product Handling: Deliver gypsum drywall materials in sealed
containers and bundles, fully identified with manufacturer's name,
brand, type, and grade. Store in a dry, well - ventilated space,
protected from the weather, under cover, and off the ground.
1.05 Job Conditions: Contractor will maintain ambient temperatures at
not less than 55 degrees F. for the period of 24 hours before
drywall finishing, during installation, and until compounds are dry.
2.00 PRODUCTS
2.01 Gypsum Board Products:
A. General: To the extent not otherwise indicated, comply with GA -216,
as specified and recommended.
B. Gypsum Board:
VILLA COMMUNITY BLDG GYPSUM BOARD SECTION 09250
AFA February 20, 1998 Page 2 of 3
1. Sheet Size: Maximum length available which will minimize end -
joints.
2. Thickness: 5/8" unless otherwise noted or approved.
2.02 Support Materials:
A. Resilient Furring Members: ASTM C 645; 0.0179" minimum thickness of
base metal, hat - shaped with a single flange.
2.03 Trim Accessories: General: Manufacturer's standard PVC units with
flanges for concealment, in joint compound, including corner beads,
edge trim, and control joints; except provide semi - finishing type
(flange not concealed) where indicated; manufacturer, Plastic
Components, Inc., or approved equal.
2.04 Joint Treatment Materials:
A. General: ASTM C 475; type recommended by the manufacturer for the
application indicated, except as otherwise indicated.
B. Joint Tape: Perforated type.
C. Joint Compound: Ready- mixed, vinyl -type for interior use. Grade:
two (2) separate grades, one specifically for bedding tapes and
filling depressions, and one for topping and sanding.
2.05 Miscellaneous Materials:
A. General: Provide auxiliary materials for gypsum drywall work of the
type and grade recommended by the manufacturer of the gypsum board.
B. Gypsum Board Fasteners: Comply with GA- 216 -80.
C. Concealed Acoustical Sealant: Mastic type, non - shrinking, non-
drying, non - migrating, and non - staining.
D. Durabond 500 adhesive, or approved equal.
3.00 EXECUTION
3.01 Installation of Support Systems: See Section 06100 Rough Carpentry
and Section 09110 Metal Framing.
3.02 General Gypsum Board Installation Requirements:
A. Pre - Installation Conference: Meet at the project site with the
installers of related work and review the coordination and
sequencing of work to ensure that everything to be concealed by
gypsum drywall has been accomplished and that chases, access panels,
openings, supplementary framing and blocking, and similar provisions
have been completed.
B. General Standards: In addition to compliance with GA- 216 -80, comply
with manufacturer's instructions and requirements for fire - resistant
ratings (if any), whichever is most stringent.
C. Install ceiling board in the direction and manner which will
minimize the number of end -butt joints and which will avoid end
joints in the central area ceiling. Stagger end joints at least 1'-
0".
D. Install wall /partition boards vertically to avoid end -butt joints
wherever possible. At stairwells and similar high walls, install
board horizontally with end joints staggered over studs. Use double
nailing system of attachment.
E. Form control joints and expansion joints with space between edges of
boards, prepared to receive trim accessories.
F. Isolate perimeter of non -load- bearing drywall partitions at
structural abutments. Provide 1/4 inch space and trim edge with J-
type semi - finishing edge trim. Seal joints with acoustical sealant.
G. Floating Construction: Where feasible, including where recommended
by manufacturer, install gypsum board with "floating" internal
VILLA COMMUNITY BLDG GYPSUM BOARD SECTION 09250
AFA February 20, 1998 Page 3 of 3
corner construction, unless isolation of the intersection boards is
indicated, or unless control or expansion joints are required.
H. All mechanical shafts, horizontal and vertical, shall be
protected with one -hour fire -rated drywall system.
I. Where GWB is missing or severely damaged, replace with new GWB
to match adjacent in thickness. All edges must be blocked. Tape all
joints and finish to match adjacent.
J. Where GWB damage is limited to minor holes or gouges, tape as
required and finish to match adjacent.
3.03 Installation of Drywall Trim and Accessories:
A. General: Where feasible, use the same fasteners to anchor trim
accessory flanges as required to fasten gypsum board to the
supports. Otherwise, fasten flanges by nailing or stapling in
accordance with manufacturer's instructions and recommendations.
B. Install PVC corner beads at external corners of drywall work.
C. Where gypsum board is indicated to be directly adhered to a
substrate (other than studs, joists, furring members or base layer
of gypsum board), comply with gypsum board manufacturer's
recommendations, and temporarily brace or fasten gypsum board until
fastening adhesive has set. Prebow gypsum board as required.
3.04 Drywall Finishing:
A. General: Apply treatment at gypsum board joints (both directions),
flanges of trim accessories, penetrations, fasteners heads, surface
defects, and elsewhere as required to prepare work for decoration.
Prefill open joints and rounded or beveled edges, using type of
compound recommended by manufacturer.
B. Apply joint tape at joints between gypsum boards, except where a
trim accessory is indicated.
C. Apply joint compound in three (3) coats (not including prefill of
openings in base) and sand between all coats.
D. Fire -tape drywall behind other finish materials.
END OF SECTION 09250
V09250
VILLA COMMUNITY BLDG RESILIENT FLOORING SECTION 09651
AFA February 20, 1998 Page 1 of 1
09651 RESILIENT FLOORING
1.00 GENERAL
1.01 Submittals: With manufacturer's product data and installation
instructions, submit the following, in accordance with Section
01301.
A. Samples of each type, color and pattern of resilient flooring and
accessories; full size for tile, 6" x 9" for sheet flooring, and 2-
1/2 inches long for accessories.
B. Maintenance instructions for each type of flooring.
C. Maintenance Stock: Replacement material in the amount of 2% of area
with a minimum of 5 linear yards for sheet flooring, for each type,
color and pattern.
2.00 PRODUCTS
2.01 Colors and Patterns: As selected by Architect from manufacturer's
standard colors and patterns. Colors shown below shall be submitted
for owners final approval.
2.02 Sheet Flooring:
A. Armstrong Successor, #67502, Birch Mist, or approved equal.
2.03 Wall Base: Rubber Base, Mercer, Rubbermyte #207 -4"
3.00 EXECUTION
3.01 Installation: Comply with flooring manufacturer's recommendations
for types of materials, project conditions, and intended use.
A. Clean floors and apply leveling compound and substrate primer if
required, in accordance with manufacturer's instructions.
B. Lay sheet flooring to make as few seams as possible with economical
use of materials. Follow manufacturer's recommendations for
matching color shading and pattern at seams.
C. Install resilient edge strips at edges of resilient flooring which
would otherwise be exposed.
3.02 Cleaning: Clean floors and accessories after installation and apply
protective polish in accordance with flooring manufacturer's
instructions. Omit polish on "no -wax" flooring and tile indicated
for "no -wax maintenance."
END OF SECTION 09651
V09651
VILLA COMMUNITY BLDG CARPETING SECTION 09680
AFA February 20, 1998 Page 1 of 3
•
09680 CARPETING
1.00 GENERAL
1.01 Description of Work:
A. The specific requirements for carpeting are indicated by carpet
types included in this section. Carpeting is defined to include
(but is not necessarily limited to) carpet.
B. The extent of carpet work is shown on the drawings and in schedules.
1.02 Quality Assurance:
A. Flame Spread Rating: Provide only carpet which has been tested and
passes the Federal Flammability Standard DOC- FF -1 -70 (the pill
test). Carpet shall have a flame spread of 75 or less.
1.03 Submittals:
A. Manufacturer's Data, Carpeting: Submit two (2) copies of manufac-
turer's data on carpet and carpeting materials, showing that materi-
als comply with requirements of data sheet and specifications, also
including installation instructions and maintenance recommendations.
Include certified laboratory test report for flammability DOC -FF -1-
70 (pill test).
B. Shop Drawings: Submit, per Supplementary General Conditions,
indicating seam locations and edging conditions.
C. Samples: Submit two 12" square samples of each material plus as
many additional samples as designer may require. Have each sample
bear manufacturer's label and material identification.
D. Initial Installation Mock -Up (For new building in phase 2 only):
Contractor is to perform sample installation of carpet in room
mutually selected by architect and contractor as a mock -up to review
quality assurance and levels or finish to be achieved. Contractor
shall not proceed with installation of any other carpet until
receiving approval of the mock -up by the Owner, Architect, and
Developer.
1.04 General Requirements:
A. Perform complete carpeting operation, including floor preparation,
laying, trimming, seaming, stretching, and tucking, all in strict
accordance with manufacturer's recommendations and instructions.
B. Furnish Owner complete carpet and maintenance instructions bound in
a loose leaf binder.
C. Arrange for and maintain 65 degree F. room temperature 48 hours
prior to, during, and 24 hours following completed installation of
carpet.
2.00 PRODUCTS
2.01 Base: Rubber base; See wall base specification section 09651, 2.03.
2.02 Accessory Materials:
A. Miscellaneous Materials: Provide the types of seaming tape, thread,
nails, adhesives, and other accessory items recommended by the
carpet manufacturer and installer for the conditions of installation
and use, without failure during the life of the carpet.
2.03 Carpet:
A. Type: For definition purposes use Philadelphia
Rhapsody, or approved equal.
Width: 12 feet
VILLA COMMUNITY BLDG CARPETING SECTION 09680 -
AFA February 20, 1998 Page 2 of 3
Static KVA Rating: Less than 3.5
Pad: 3/8" rebond, 6 lb.
Adhesive: Non - toxic, waterproof, white latex base
cement, formulated for installing carpet and
recommended by carpet manufacturer.
Carpet Edge Strip: Resilient strip, not less than 1 inch wide x
1/4 inch thick, tapered bullnose edge. Roppe
Rubber Corp. #4CR, color as selected by
Architect.
Double Faced Tape: Cloth double faced tape, 2 inches wide.
3.00 EXECUTION
3.01 Installation:
A. Prior to laying carpet, broom clean or vacuum surfaces to be covered
and inspect subfloor.
b
B. Apply concrete slab primer, if re commended by flooring manufacturer,
prior to application of adhesive. Apply in compliance with
manufacturer's directions.
C. Install all wood base prior to installation of carpet.
D. Fit: Carpeting contractor is responsible for accuracy of
measurement and fit. Cove base shall be installed straight and
level.
E. Carpet Laying: On pad. Lay with least seaming possible. Except as
otherwise approved, locate seams parallel to lines of traffic so
pile of adjoining pieces have same direction of run and are not
apparent. Lay out carpet width in parallel with pattern matching
prior to application of adhesive. Carpet shall be installed in roll
sequence numbers. Trim selvages. Install smooth, even, and free
from sag or buckle. Neatly cut openings for floor outlets and
coverplates, keeping cuts to a minimum size so that they are totally
concealed by floor plates. Set seams in seam cement. Remove all
bubbles and puckers with heavy roller. Patterned carpets must match
perfectly in both directions. Special care should be taken to
assure straight grid and striped pattern alignment.
F. Procedures: Follow recommended procedures for installation
furnished by manufacturer.
G. Stretching: Install carpet stretched tight with equipment
recommended by manufacturer.
H. Installed carpet shall be free of spots, dirt, or soil, and shall be
without tears, frays, or pulls.
I. Carpet cross seams shall be held to an absolute minimum.
J. Seaming diagram showing location of all seams to be furnished to
Architect for approval before installation is started.
3.02 Cleaning and Protection:
A. Remove spots, smears, and stains immediately with a material
recommended by carpet manufacturer. Cut any loose threads or yarns.
B. After installation, sweep and vacuum carpet surfaces clean of all
foreign material. Owner may retain any scraps he chooses. Clean
installation for final inspection.
C. Protect carpet, existing construction, and finishes from damage and
make any necessary repairs arising from work under section, as
approved.
3.03 Quality Standards of Installation: _
A. Upon completion of each floor, the installation shall be inspected
by representative of the owner, installer, and manufacturer, prior
to acceptance by owner.
B. The installation contractor shall furnish a written one year
guarantee as of the date of acceptance of the installation by the
VILLA COMMUNITY BLDG CARPETING SECTION 09680
AFA February 20, 1998 Page 3 of 3
• owner, covering repairs or replacement due to defects in
installation workmanship.
3.04 Guarantee:
A. Provide five (5) year guarantee for the following items:
1. Edge Ravel: Guaranteed no edge ravel under normal consumer use.
2. Backing Lamination: Guaranteed not to delaminate.
3. Tuft Bind: Guaranteed Ave. 20# (ASTM D- 1335 -67).
B. All guarantees to apply equally whether installed conventionally
over pad.
C. All guarantees shall be provided on manufacturer's letterhead signed
by an officer of the firm with copies provided to both architect and
owners representative at completion of job project.
3.05 Replacements and Remnants: For replacements and repairs, the
Contractor shall furnish the Owner with 6% of the total square yards
of carpet installed from the same dye lot as the installed carpet.
Replacement carpet, remnants and usable scrap and overage in
carpeting shall be packaged in appropriate wrapping, labeled and
delivered to the job site.
END OF SECTION 09680
V09680
VILLA COMMUNITY BLDG PAINTING SECTION 09900
AFA February 20, 1998 Page 1 of 5
SECTION 09900 PAINTING
1.00 GENERAL
1.01 Description of Work:
A. The extent of painting work is shown on the drawings and schedules,
and as herein specified.
B. The work includes painting and finishing of exterior and interior
exposed items and surfaces throughout the project, except as
otherwise indicated. Surface preparation, priming, and coats of
paint specified are in addition to shop - priming and surface
treatment specified under other sections of the work.
C. The work includes field painting of exposed bare and covered pipes
and ducts and of hangers, exposed steel and iron work, and primed
metal surfaces of equipment as required under the mechanical and
electrical work.
D. "Paint" as used herein means all coating systems materials,
including primers, emulsions, enamels, stains, sealers and fillers,
and other applied materials whether used as prime, intermediate or
finish coats.
E. Paint all exposed surfaces whether or not colors are designated in
schedules, except where the natural finish of the material is
specifically noted as a surface not to be painted. Where items or
surfaces are not specifically mentioned, paint these the same as
adjacent similar materials or areas. If color or finish is not
designated, the Architect will select these from standard colors
available for the materials systems specified.
F. Mechanical grilles, diffusers, whether primed or prefinished, as
directed by Architect.
G. Wood Doors: On the Finish Schedule, where woodwork is indicated to
be painted, wood doors adjacent to painted woodwork shall be
painted. Wood doors adjacent to transparent finished woodwork shall
receive transparent finish.
1.02 Painting Not Included: The following categories of work are not
included as part of the field- applied finished work, or are included
in other sections of these specifications.
A. Shop Priming: Unless otherwise specified, shop priming of ferrous
metal items is included under th various sections for metal
fabrications and fabricated components such as architectural
casework.
B. Mechanical and Electrical Work: The painting of mechanical and
electrical work in concealed and mechanical spaces and closets.
Painting of PVC piping and supports is not included.
C. Prefinished Items: Do not include painting when factory- finishing
is specified.
D. Concealed Surfaces: Painting is not required on surfaces such as
walls or ceilings in concealed areas and generally inaccessible
areas, foundation spaces, furred areas, utility tunnels, pipe
spaces, duct shafts, and elevator shafts.
E. Finish Metal Surfaces: Metal surfaces of anodized aluminum,
stainless steel, chromium plate, copper, bronze, and similar
finished materials will not require finish painting.
F. Operating Parts and Labels:
1. Moving parts of operating units, mechanical and electrical parts,
such as valve and damper operators, linkages, sinkages, sensing
devices, motor and fan shafts will not require finish painting,
unless otherwise indicated.
2. Do not paint over any code - required labels, such as Underwriters'
Laboratories and Factory Mutual, or any equipment identification,
performance rating, name or nomenclature plates.
VILLA COMMUNITY BLDG PAINTING SECTION 09900 -
AFA February 20, 1998 Page 2 of 5
1.03 Submittals: -
A. Submit in accordance with Section 01301.
B. Manufacturer's Data, Painting: For information only, submit copies
of manufacturer's technical information, including paint label
analysis and application instructions for each material proposed for
use.
C. Samples, Painting: Submit samples for Architect's review of color
and texture only.
1. On 12" x 12" hardboard, provide two samples of each color and
material, with texture to simulate actual conditions. Resubmit
each sample as requested until acceptable sheen, color, and
texture is achieved.
2. On actual wood surfaces designated, provide two 4" x 8" samples
of each natural and stained wood finish as required. Label and
identify each as to location and application.
D. Initial Installation Mock -Up: Contractor is to perform sample
painting of all surfaces in Room Number as a mock -up to review
quality assurance and levels of finish to be achieved. Contractor
shall not proceed with other painting work until receiving approval
of the mock -up by the Owner, Architect, and Developer.
1.04 Delivery and Storage: Deliver all materials to the job site in
original, new, and unopened packages and containers bearing
manufacturer's name and label.
1.05 Job Conditions:
A. Apply water -base paints only when the temperature of surface to be
painted and the surrounding air temperatures are between 50 degrees
F. and 90 degrees F., unless otherwise permitted by the paint
manufacturer's printed instructions.
B. Apply solvent- thinned paints only when the temperature of surfaces
to be painted and the surrounding air temperatures are between 45
degrees F. and 95 degrees F., unless otherwise permitted by the
paint manufacturer's printed instructions.
2.00 PRODUCTS
2.01 Colors and Finishes:
A. Paint colors, surface treatments, and finishes are indicated in the
schedules of the contract documents. Final acceptance of colors
will be from samples approved by the Architect. Colors will not be
chosen until after the contract is let. Number of different interi-
or colors is listed in Room Finish Schedule; exterior colors in-
clude: parapet flashing color to match brick color, brick painting
to match brick color, window trim color, window sash color.
B. Paint Coordination: Provide finish coats which are compatible with
prime paints used. Review other sections of these specifications in
which prime paints are to be provided to insure compatibility of
total coatings system for various substrates.
2.02 Material Ouality:
A. Proprietary names used to designate colors or materials are not
intended to imply that products of the named manufacturers are
required to the exclusion of equivalent products of other
manufacturers.
B. Provide undercoat paint produced by the same manufacturer as the
finish coats. Use only thinners approved by the paint manufacturer,
and use only within recommended limits.
C. Painting and finishing materials, except as otherwise specifically
provided or approved, shall be manufactured by the following
companies: Rodda Paint Co., Benjamin Moore & Co., Ameritone Paint
- _ VILLA COMMUNITY BLDG PAINTING SECTION 09900
AFA February 20, 1998 Page 3 of 5
Co., Glidden Paint Co., Miller Paint Co., Olympic Stains, Pittsburg
Paints, or approved equal. All products shall be top -line quality.
D. The designations in the painting schedule are for Rodda Paint Co.
products, except where otherwise noted.
2.03 Interior Paint Systems: Provide the following paint systems for the
various substrates, as indicated.
A. Gypsum Drywall /Plaster /Veneer Plaster:
1st coat: 507801x Scotseal heavy- bodied pigmented GWB primer seal.
2nd coat: 533001x Lasyn Eggshell, Latex Enamel.
B. Water- resistant Gypsum Drywall (Toilet Rooms, Showers & Trash
Rooms).
1st coat: 507801x Scotseal heavy- bodied pigmented GWB primer seal.
2nd coat: 540201x Aquaflint -- water based epoxy.
C. Ferrous Metal:
1st coat: Primer by others
2nd coat: 735001x Porsalite Enamel, low sheen
3rd coat: 735001x Porsalite Enamel, low sheen
D. Painted Woodwork and Trim; Painted Panelling
1st coat: 703401x Variseal, Pigmented Primer
2nd coat: 74500xx Porsalite Enamel, semi -gloss
E. Zinc - Coated Metal:
1st coat: 709700x Vinyl Wash Primer
2nd coat: 745001x Porsalite Enamel, semi -gloss
3rd coat: 745001x Porsalite Enamel, semi -gloss
2.04 Exterior Paint System:
A. Ferrous Metal:
1st coat: Two coats of 7081951 Red Oxide
2nd coat: 542001x Unique II semi -gloss
3rd coat: 542001x Unique II semi -gloss
• B. Galvanized Metal:
1st coat: 709700x Vinyl Wash Primer
2nd coat: 542001x Unique II semi -gloss
3rd coat: 542001x Unique II semi -gloss
C. Other Non - Ferrous Metals:
1st coat: 709700x Vinyl Wash Primer
2nd coat: 542001x Unique II semi -gloss
3rd coat: 542001x Unique II semi -gloss
D. Wood, Painted:
1st coat: 501601x Pigmented dipped primer (including back)
2nd coat: 511101x AD911 exterior trim - color, semi -gloss
3rd coat: 511101x AD911 exterior trim - color, semi -gloss
E. Concrete (Interior & Exterior)
1st coat: 19100 Smooth Block Filler.
2nd coat: AC909, Satin.
F. Brick (Interior & Exterior)
1st coat: 9020 Super Roflex Elastomeric Coating
3.00 EXECUTION
3.01 Inspection: Examine areas and conditions under which painting work
is to be applied. Correct conditions detrimental to proper
application prior to commencement of painting. Starting of painting
work will be construed as acceptance of surfaces and conditions
within any particular area.
3.02 Surface Preparation:
A. General
1. Perform preparation and cleaning procedures in strict accordance
with the paint manufacturer's instructions and as herein
specified for each particular substrate condition.
VILLA COMMUNITY BLDG PAINTING SECTION 09900 '
AFA February 20, 1998 Page 4 of 5
2. Remove all hardware, hardware accessories, machined surfaces, -
plates, lighting fixtures, and similar items in place and not to
be finish painted, or provide surface - applied protection prior to
surface preparation and painting operations.
3. Clean surfaces to be painted before applying paint or surface
treatments. Remove oil and grease prior to mechanical cleaning.
4. Areas to receive paint must be pressure washed to remove all salt
and sand prior to painting.
5. Before painting over existing painted surfaces remove all paint
which is loose or susceptable to becoming loose due to typical
weathering conditions.
B. Cementitious Materials:
1. Determine the alkalinity and moisture content of the surfaces to
be painted by performing appropriate tests. If the surfaces are
found to be sufficiently alkaline to cause blistering and burning
of the finish paint, correct this condition before application of
paint. Do not paint over surfaces where the moisture content
exceeds that permitted in the manufacturer's printed directions.
C. Wood:
1. Clean wood surfaces to be painted of all dirt, oil or other
foreign substances with scrapers, mineral spirits, and sandpaper,
as required. Sandpaper smooth those finished surfaces exposed to
view and dust off. Scrape and clean small, dry, seasoned knots
and apply a think coat of white shellac or other recommended knot
sealer, before application of the priming coat. After priming,
fill holes and imperfections in finish surfaces with putty or
plastic wood filler. Sandpaper smooth when dried.
2. Prime, stain or seal wood required to job - painted or stained
immediately upon delivery to job. Prime, ends, faces, under-
sides, and backsides of such wood, including cabinets and
counters.
D. Ferrous Metals: Touch -up shop - applied coats wherever damaged or'
bare, where required by other sections of these specifications.
Clean and touch -up with the same type shop primer.
3.03 Materials Preparation:
A. Mix and prepare painting materials in accordance with manufacturer's
directions.
B. Store materials not in actual use in tightly covered containers.
Maintain containers used in storage, mixing, and application of
paint in a clean condition, free of foreign materials and residue.
C. Stir materials before application to produce a mixture of uniform
density.
3.04 Application:
A. General:
1. Apply paint in accordance with the manufacturer's directions.
Use applicators and techniques best suited for the substrate and
type of material being applied.
2. Apply additional coats when undercoats, stains or other
conditions show through the final coat of paint, until the paint
film is of uniform finish, color, and appearance.
3. Paint surfaces behind movable equipment and furniture the same as
similar exposed surfaces. Paint surfaces behind permanently
fixed equipment or furniture with prime coat only before final
installation of equipment.
4. Paint interior surfaces of ducts where visible through registers
or grilles, with a flat, non - specular black paint.
5. Paint the back sides of access panels and removable or hinged
covers to match the exposed surfaces.
VILLA COMMUNITY BLDG PAINTING SECTION 09900
AFA February 20, 1998 Page 5 of 5
• 6. Finish exterior and interior doors on tops, bottoms, and side
edges the same as the exterior faces, unless otherwise
indicated.
B. Scheduling Painting:
1. Apply the first coat material to surfaces that have been cleaned,
pretreated or otherwise prepared for painting as soon as
practicable after preparation and before subsequent surface
deterioration.
2. Allow sufficient time between successive coatings to permit
proper drying. Do not recoat until paint has dried to where it
feels firm, does not deform or feel sticky under moderate thumb
pressure.
C. Minimum Coating Thickness: Apply each material at not less than the
manufacturer's recommended spreading rate, to establish a total dry
film thickness as recommended by coating manufacturer.
D. Mechanical and Electrical Work: Painting of mechanical and
electrical work is limited to those items exposed in occupied
spaces.
E. Prime Coats:
1. Apply a prime coat to material which is required to be painted or
finished, and which has not been prime coated by others.
2. Recoat primed and sealed surfaces where there is evidence of
suction spots or unsealed areas in first coat, to assure a finish
coat with no burn - through or other defects due to insufficient
sealing.
F. Stipple Enamel Finish: Apply by roller. Distribute paint to an
even and fine texture. Leave no evidence of rolling such as laps,
irregularity in texture, side marks or other surface imperfections.
G. Pigmented (Opaque) Finishes: Completely cover to provide an opaque,
smooth surface of uniform finish, color, appearance, and coverage.
Cloudiness, spotting, holidays, laps, brush marks, runs, sages,
ropiness or other surface imperfections will not be acceptable.
H. Transparent (Clear) Finishes: Use multiple coats to produce glass -
smooth surface film of even luster. Provide a finish free of laps,
cloudiness, color irregularity, runs, brush marks, orange peel, nail
holes or other surface imperfections.
I. Completed Work: Match approved samples for color, texture, and
coverage. Remove, refinish or repaint work not in compliance with
specified requirements.
3.05 Clean -up and Protection:
A. Clean -Up:
1. During the progress of the work, remove from the site all
discarded paint materials, rubbish, cans, and rags at the end of
each work day.
2. Upon completion of painting work, clean window glass and other
paint - splattered surfaces. Remove splattered paint by proper
methods, washing and scraping, using care not to scratch or
otherwise damage finished surfaces.
B. Protection:
1. Protect work of other trades, whether to be painted or not,
against damage by painting and finishing work. Correct damaged
work by cleaning, repairing or replacing, and repainting, as
acceptable to the Architect.
2. At the completion of work of other trades, touch -up and restore
all damaged or defaced painted surfaces.
END OF SECTION 09900
V09900
VILLA COMMUNITY BLDG IDENTIFYING DEVICES SECTION 10440
AFA February 20, 1998 Page 1 of 1
• 10440 IDENTIFYING DEVICES
1.00 GENERAL
1.01 Work Included: Provide exterior and interior signs as indicated on
drawings, schedules and specified herein.
1.02 Submittals:
A. Shop Drawings: Submit fabrication and erection drawings of each
different identifying device required. Indicate layout, copy,
letter form, material, color and spacing, dimensions, elevations and
connection details. Indicate location and connection to structure.
Furnish spacing templates for individual mounted letters and
numbers.
B. Product Data: Submit product information on each type of sign
system.
C. Office Samples: Submit three letters of each size, and one plastic
frame assembly plaque sign. Show materials, colors, lettering,
design and workmanship. Acceptable samples may be used in the
project.
2.00 PRODUCTS
2.01 Approved Manufacturer: Architectural Signing, Heath Signs, ASI,
Kroy, Architectural Metal Crafters and Dymond C. Enterprises.
2.02 Identifvinct Device Schedule: Attached.
3.00 EXECUTION
3.01 Installation: Installer must examine the substrates and conditions
under which the specialty signs are to be installed and notify the
Contractor in writing of conditions detrimental to the proper and
timely completion of the work. Do not proceed with the work until
unsatisfactory conditions have been corrected in a manner acceptable
to the installer.
3.02 Installation:
A. Location of Signs: Locate and mount as indicated by Architect.
Confirm mounting locations with Architect on -site prior to
installation. Install all signage as per manufacturer's
instructions, template and layout drawings.
B. Install sign units and components at the locations shown or
scheduled, securely mounted with concealed theft - resistant
fasteners, unless otherwise indicated. Attach signs to substrates
in accordance with the manufacturer's instructions, unless otherwise
shown.
C. Install level, plumb, and at the proper height. Cooperate with
other trades for installation of sign units to finish surfaces.
Repair or replace damaged units as directed by the Contracting
Officer.
D. Clean signs after installation. Remove fingerprints. No exposed
glue will be allowed on the surface of the sign. With proper use of
non - abrasive cleaning agents,, signs may be cleaned with lacquer
thinners, paint removers, Methyl Ethyl Ketone (MEK), soap detergents
and other similar cleaners without damage to the sign surface.
IDENTIFYING DEVICES SCHEDULE (attached)
Note: All paint colors to be approved by Architect and shall be Pantone (PMS)
System colors unless noted otherwise.
END OF SECTION V10440
VILLA COMMUNITY BLDG IDENTIFYING DEVICES SCHEDULE SECTION 10441
AFA February 20, 1998 Page 1 of 1
Symbol Message Sign Detail Material Font & Descriptive Remarks
Type Thickness /Color Height
GENERAL NOTES ABBREVIATIONS
1. All plaque type signs must meet 3. All plaque type signs are white ICL = Individually cut letters /symbols
ADA standards -- tactile symbols text on black non -glare background. Vinyl = Die -cut vinyl text /symbols
and text, and meet Grade 2 Braille. Plaq = Plaque- plastic frame assembly
4. All lettering is upper case Pala- BEP = Baked enamel panel
2. All plaque type signs based on Kroy tino medium unless noted otherwise. Return edges 1/2" & 2 "r corners
ADA tactile sign series. ADA = American Disability Act
5. Confirm mounting location with Ar-
chitect prior to installation.
VILLA COMMUNITY BUILDING
SIGNAGE SCHEDULE
Symbol Message Sign Detail Material Lettering Descriptive Remarks
Type Thickness /Color Height
A "Handicap Unisex Symbol" plaq plastic 5/8" (text) Braille 2
RESTROOM
B STORAGE plaq plastic 5/8" (text) Braille 2
RESTROOM
C 11895 SW 91 AV ICL 1" foam 4" Typeface: Palatino upper & lower
painted case
D OFFICE ICL 1" foam 6" Typeface: Palatino upper & lower
painted case
E COMPUTER ROOM ICL 1" foam 6" Typeface: Palatino upper & lower
painted case
F COMMUNITY MEETING HALL ICL 1" foam 6" Typeface: Palatino upper & lower
painted case
G COMMUNITY MEETING HALL ICL 1" foam 6" Typeface: Palatino upper & lower
painted case
H NO SMOKING vinyl red
END OF SECTION V10441
VILLA COMMUNITY BLDG TOILET ACCESSORIES SECTION 10800
AFA February 20, 1998 Page 1 of 1
10800 TOILET ACCESSORIES
1.00 GENERAL
1.01 Scope: Includes work as indicated in Drawings and specified herein.
Provide accessories for two uni -sex accessible toilet rooms.
Provide grab bars at each toilet. Provide one toilet paper
dispenser at each toilet. Provide one soap dispenser at each sink
position. Provide one paper towel dispenser at each toilet room.
Provide one mirror at each toilet room.
1.02 Standards (for mounting heights of accessories for handicapped ac-
cess except as otherwise noted): Oregon Structural Specialty Code,
most recent edition.
1.03 Submittals: Installation instructions and manufacturer's literature
for each item.
2.00 MATERIALS
2.01 Scheduled Equipment: For definition purposes the following model
numbers are listed.
A. TPD - Toilet Paper Dispenser: Surface mounted one roll, with lock,
McKinney- Parker 620, or approved equal.
B. SD - Soap Dispenser (Disposable Canister Antiseptic Type): McKinney -
Parker 321, or approved equal.
C. PDT - Paper Towel Dispenser: Semi - recessed, McKinney- Parker 706 -2,
with adaptor for Multi -Fold towels, or approved equal.
D. GB -1 - Grab Bar: 36 -inch concealed mounting stainless steel grab
bar, McKinney- Parker 1522, or approved equal.
E. GB -2 - Grab Bar: 42 -inch concealed mounting stainless steel grab
bar, McKinney- Parker 1522, or approved equal.
F. M - Mirror: McKinney- Parker, Large 48" x 36 ", or approved equal.
2.01 Other Manufacturers: Equal products by Bobrick and American
Specialties, Inc. (ASI) are approved. Submit for approval of other
manufacturers.
3.00 EXECUTION
3.01 Installation:
A. General: Install as per manufacturer's installation instructions
and literature. Provide necessary clips, anchoring devices and
backing support for each component.
B. Grab Bars: Anchor only with bar manufacturer's standard devices for
attachment to wood blocking.
3.02 Cleanup: Leave all components in clean, undamaged condition.
END OF SECTION 10800
V10800
VILLA COMMUNITY BLDG MISCELLANEOUS SPECIALTIES SECTION 10990
AFA February 20, 1998 Page 1 of 3
SECTION 10990 MISCELLANEOUS SPECIALTIES
1.00 GENERAL
1.01 Description of the Work
A. Provide fire extinguisher /cabinets, kitchen appliances, job sign,
mailboxes.
1.02 Shop Drawings.
A. Shop layout, dimensions, details of construction, methods of joining
to other work, required clearances, finishes, accessories, and other
pertinent items.
B. In accordance with Section 01340, submit shop drawings and manufac-
turer's product data on all items.
C. Manufacturer's standard printed literature may be substituted for
shop drawings, provided required information is included.
1.03 Product Delivery, Storage & Handling
A. Protect against damage and discoloration.
B. Deliver in manufacturer's original, unopened, protective wrapping
with original, legible label intact.
1.04 Installer's Oualifications
A. Employed by or acceptable to manufacturer of specialty being
installed.
2.00 PRODUCTS
2.01 Fire Extinguisher Cabinets
A. Manufacturer: Sampson Metal Products, J. L. Industries, Benz
Company, or approved.
B. Models:
1. FE -1 (4 required); Sampson EMS- K -BG -2 1/2, surface mounted, with
locking doors and break glass front.
C. Size: Accommodate fire extinguishers specified below.
D. Mounting: As described above.
E. Door & Frame Material: Prime - coated steel
F. Door Glazing: Break glass.
G. Cylinder Lock: Required
H. Cabinet Interior: Black enamel
I. Extinguisher Support: Manufacturer's standard brackets to receive
fire extinguishers specified below.
K. Extent of Work: One per floor at each Hall
L. Paint to match adjacent trim color.
2.02 Fire Extinguishers
A. Manufacturer: Amarex or General, or approved equal; must have all
metal valve handle assembly.
B. Type:
1. FE -1 (4 required) Typical Locations: 2A10BC.
C. Color: Red
D. Fill and service extinguishers prior to project substantial
completion. Attach certificate of service, including date, to each
extinguisher.
E. Extent of Work: Provide extinguishers for each fire extinguisher
cabinet specified above.
F. Location: One per floor at each hall.
2.03 Kitchen Appliances:
A. Extent of Work: Contractor to provide and install the following new
kitchen appliances where specified:
VILLA COMMUNITY BLDG MISCELLANEOUS SPECIALTIES SECTION 10990 '
AFA February 20, 1998 Page 2 of 3
1. Electric Range /Oven (white self - cleaning, 30" wide): GE JBS034
2. Range Hood (white, w/ light, recirculating exhaust) Rangeaire
3. Microwave Oven GE JEM25WV, 800 watt, .8 cf, auto sensor.
B. Color: White
C. Location: Per plans or as directed by Architect.
2.04 Job Site Sign:
A. Extent of Work: Contractor to provide and install one 4' x 8' job
site sign including copy of project name, adress, owner, architect,
general contractor, and funding agencies.
B. Location: Per plans or as directed by Architect.
2.05 Mailboxes:
A. Extent of Work: Provide and install 100 front loading mailboxes in
four 25 box units. Each column of boxes shall consist of 2 units.
Coordinate final rough opening with box manufacturer's requirements.
Install so bottom of lower box is 12" above finish floor elevation.
B. Model: Salsbury Industries, Front Loading, Horizontal style #3625 FL
or approved equal (for LISPS delivery).
C. Location: Per plans.
3.00 EXECUTION
3.01 Existing Conditions
A. Verify that blocking, backing, and surfaces to receive specialties
are properly prepared, sized, and located.
B. Prior to starting work notify General Contractor about defects
requiring correction.
C. Do not start work until conditions are satisfactory.
•
3.02 Protecting Work of other Sections
A. Protect other materials against damage and discoloration caused by
work of this section.
3.03 Shop Painting
A. Unless herein specfied otherwise, factory -apply one coat rust
inhibiting primer as specfied in Section 09900 to ferrous metal
surfaces after fabrication, but before installation.
B. Substitute complete factory- finish where so specified herein.
3.04 Blocking, Backing & Structural Support
A. Provide where necessary.
B. Specialties are shown on Drawings for Contractor's convenience.
Verify location, type, and extent of work before installing blocking
and backing.
3.05 Accessories: Provide all manufacturer's standard accessories
necessary to make a complete and functional installation for the
location and type of use shown.
3.06 Installation
A. General (all items):
1. Follow manufacturer's instructions and approved shop drawings.
2. Secure specialties plumb, level, square, and true as applicable.
B. Fire Extinguisher Cabinets:
1. Unless otherwise shown on Drawings, mount cabinet so that
extinguisher top is 5 ft. above floor.
C. Fire Extinguishers:
1. Mount in fire extinguisher cabinets.
3.07 Adjustments
• - VILLA COMMUNITY BLDG MISCELLANEOUS SPECIALTIES SECTION 10990
AFA February 20, 1998 Page 3 of 3
A. Adjust moving parts to operate satisfactorily at time of project
substantial completion and during warranty period.
3.08 Cleaning & Repairing
A. Remove debris from project site upon work completion or sooner, if
directed.
B. Including work of other sections, clean, repair and touch -up, or
replace when directed, products which have been soiled, discolored,
or damaged by work of this section.
C. Leave installation clean and defect -free.
END OF SECTION 10990
V10990
VILLA COMMUNITY BLDG MECHANICAL MATERIALS & METHODS SECTION 15010
AFA February 20, 1998 Page 1 of 4
DIVISION 15: MECHANICAL
15010 MECHANICAL MATERIALS & METHODS
1.00 GENERAL
1.01 Scope: Provide bidder - designed HVAC system as described in the
drawings and specified herein. Scope of work includes, but is
not limited to, the following: Provide design documentation nec-
essary for the installation of new furnace, ductwork, diffusers,
grilles, thermostats and exhaust fans. Provide seismic re-
straints as required by code. Provide all required energy code
calculations and compliance forms. Submit design documents to
Architect for review.
A. Requirements Included:
1. All materials, labor and equipment required to install com-
plete mechanical work.
2. Cooperate with other trades.
1.02 Quality Assurance:
A. Codes & Standards: Comply with all codes.
B. Permits, Licenses, Fees & Taxes: Obtain and pay for all permits,
licenses, fees and taxes applicable to this project as required
by law.
1.03 Submittals:
A. Transmit five sets of submittal to the Architect for review. The
submittal shall be bound in three -ring binders, have major topic
tabs and an index.
B. Furnish performance data and technical information on all materi-
als and equipment to be used on the project. All product options
and alternates are to be clearly noted on the submittal so that
the complete performance and physical characteristics of the
equipment are included.
C. Include shop drawings with the submittal where necessary to de-
termine clearance, where the Contractor proposes alternate equip-
ment or material arrangements, and when requested by the Archi-
tect.
D. All material and equipment must be approved by the Architect
prior to installation.
E. Review of submittal or shop drawings by the Architect does not
relieve the Contractor from the requirements of the contract
documents.
2.00 MATERIALS
2.01 HVAC:
A. Design /Build Standards & Requirements:
1. Minimum unit size to be based on 30 BTU /hour per square foot.
Air flow rate to be nominal rate based on unit size.
2. Maximum air flow rate from a diffuser to be 200 cfm with a
noise criteria of 25 dB maximum, unless noted otherwise.
3. A minimum of 10' of ductwork from the furnace (supply and re-
turn side) to be acoustically lined.
4. Ductwork to be sized for a maximum of 0.1" H2O friction loss
per 100' of ductwork.
5. Each restroom is to be equipped with a ceiling exhaust fan.
6. Gas connection to each unit to be installed as per standard
procedures.
VILLA COMMUNITY BLDG MECHANICAL MATERIALS & METHODS SECTION 15010 '
AFA February 20, 1998 Page 2 of 4
7. Zoning of building shall be designed after discussions with
Owner personnel. As a minimum, separate zones shall be de-
signed for the exterior restrooms, the office, and the
community meeting room.
B. Up -flow, Natural Gas -Fired Warm Air Furnace:_
1. AGA and serving utility approved burners and corrosion -
resistant primary /secondary heat exchanger in formed, factory -
enameled steel casing with 1" minimum non - organic insulation;
forward curved, centrifugal type air conditioning duty fan,
direct drive multi -speed fan duty motor with overload protec-
tion. Minimum AFUE to be 90 %.
2. Provide casing with duct connections and access panels to all
parts requiring service.
3. Provide automatic gas valve, bonnet switch, high limit switch,
main gas cocks, electric - electronic ignition assembly, draft
divertor and combustion air /gas vent concentric roof fitting
and associated materials.
4. Provide with electronic, 7 -day programmable thermostat and
controller system for night -set -back, economizer and heating -
cooling control sequences. Honeywell T7300 or equal.
5. Trane, Carrier, Lennox, Day- Night, or approved.
C. Restroom Exhaust Fan: Direct drive, forward curved centrifugal
wheel, sleeve bearings, motor and wheel isolated from from unit
on vibration isolators; provide grille on inlet and duct connec-
tion with backdraft dampers on discharge. Broan S -90 or equal
Dayton, Nu-Tone.
2.02 Sheet Metal:
A. Quality Assurance: Comply with requirements of Chapter 10 of the
Oregon State Mechanical Fire and Life Safety Code. Galvanized
steel sheet metal except where otherwise indicated. Metal
gauges, joints and reinforcement in accordance with ASHRAE and
SMACNA tables and recommendations.
B. Acoustical Duct Lining: Line ducts with 1" thick, Manville
"Lina - Coustic ", Gustin Bacon "Ultra- Liner ", or Owens Corning
"Aeroflex" meeting NFPA 90A requirements for maximum flame spread
and smoke developed. Mechanically attach lining to sheet metal
duct with Manville Grip Nails or Gramweld welding pins. Provide
fire retardant type adhesive similar to Manville No. 44 adhesive,
Benjamin Foster 81 -99, Insul- Coustic 22 or 3M equivalent.
C. Duct Sealing Tapes: Provide one of the following UL listed
ductwork sealing tape systems.
D. Aluminum bonded to aluminized mylar reinforced with fiberglass
mesh backing on elastomeric pressure sensitive adhesive speci-
fically fomulated for adhesion to galvanized metal. Hardcast
"AM -401" with "HD -181" degreaser.
E. Two part sealing system with woven fiber, mineral gypsum impreg-
nated tape and non - flammable adhesive. Hardcast "DT" tape and
"FTA -20" adhesive.
F. For joints and seams exposed to the weather in lieu of soldering,
Hardcast "DT" tape with "RTA -50" adhesive is approved.
2.03 Grilles, Registers & Diffusers
A. Description: Provide grilles, registers and diffusers as neces-
sary for the designed system.
B. Finishes, Steel: Flat white enamel prime coat, factory applied
on ceiling diffusers. Others are to have a baked enamel finish,
color as selected by Architect.
C. Manufacturers: Air Devices, Anemostate, Carnes, Kruger, Titus,
Metalaire. Titus model numbers are listed. Where other manu-
VILLA COMMUNITY BLDG MECHANICAL MATERIALS & METHODS SECTION 15010
AFA February 20, 1998 Page 3 of 4
facturer's products are listed, only that product or an approved
substitute for that item shall be provided.
D. Perforated Face Diffusers: Perforated snap -in or concealed
hinged face plate with internal deflection blades at diffuser
neck in steel or extruded aluminum frame and margin to suit the
ceiling construction. Provide with opposed blade volume damper.
Panel size shall be 24" x 24" where lift out tile ceiling system
is indicated. Air Devices "PN ", Anemostat "PR ", Carnes "SPGC ",
Krueger Series 6200, Metalaire 7600/7500 series or Titus "PCS ".
E. Ceiling Matched Return and /or Exhaust Register: To match adja-
cent ceiling outlets. Use in spaces containing ceiling diffusers
and /or Tee -bar ceilings. Provide with damper except where dam -
pered plenums are indicated. Match manufacturer of supply.
3.00 EXECUTION
3.01 Layout & Coordination:
A. Site Examination: Before starting work, carefully examine site
and all contract drawings. Become thoroughly familiar with con-
ditions governing work on this project.
B. Utility Locations: The location of all utilities, wires,
conduits, pipes, ducts, or other service facilities are shown in
a general way only on the drawings and are taken from existing
public records.
C. Discrepancies: Any error, conflict or discrepancy in plans,
specifications and /or existing conditions shall be reported imme-
diately. Do not proceed with any questionable items at work un-
til clarification of same has been made. Should rearrangement or
re- routing of ducts or piping be necessary, provide for approval
the simplest layout possible for that particular portion of the
work.
3.02 Continuity of Existing Services:
A. Protect from damage active utilities existing and evident by rea-
sonable inspection of the site whether shown or not on the draw-
ings. Protect, relocate or abandon utilities encountered in the
work which are not shown on the drawings or evident by inspection
of the work as directed by the Architect. Maintain continuity of
all utility services to existing buildings.
3.03 Cutting & Patching:
A. Comply with the requirements of Division 1 for the cutting and
patching of other work to accommodate the installation of mechan-
ical work. Do all necessary cutting and patching of existing
building and yard surfaces required for completion of the mechan-
ical work. Patch to match finish and color of adjacent surfaces.
Coordinate work in remodel and new areas to avoid cutting of new
finished surfaces.
3.04 Installation of Grilles, Registers & Diffusers:
A. Size and air handling characteristics shall be as required for
the designed system.
B. Locate registers in tee -bar ceilings with diffusers centered on
the tile unless indicated otherwise.
3.05 Cleaning:
A. General: Clean all dirt and construction dust and debris from
all mechanical piping systems and leave in a new condition.
Touch up paint where necessary.
•
VILLA COMMUNITY BLDG MECHANICAL MATERIALS & METHODS SECTION 15010
AFA February 20, 1998 Page 4 of 4
3.06 Mechanical Work Closeout:
A. Refer to Division 1 sections for general closeout requirements.
Calibrate all equipment requiring same.
3.07 Balancing:
A. Balancing of the heating, ventilating, and air conditioning
systems shall be by a firm established in the State of Oregon
providing this service and shall have the Architect's approval.
B. Provide the following minimum data:
1. HVAC unit nameplate data, CFM, entering and leaving air, elec-
trical power consumption data, etc.
2. Grille, register and diffuser CFM.
END OF SECTION 15400
V15010
VILLA COMMUNITY BLDG MISCELLANEOUS SPECIALTIES SECTION 10990 _
AFA February 20, 1998 Page 1 of 3
•
SECTION 10990 MISCELLANEOUS SPECIALTIES
1.00 GENERAL
1.01 Description of the Work
A. Provide fire extinguisher /cabinets, kitchen appliances, job sign,
mailboxes.
1.02 Shop Drawings
A. Shop layout, dimensions, details of construction, methods of joining
to other work, required clearances, finishes, accessories, and other
pertinent items.
B. In accordance with Section 01340, submit shop drawings and manufac-
turer's product data on all items.
C. Manufacturer's standard printed literature may be substituted for
shop drawings, provided required information is included.
1.03 Product Delivery, Storage & Handling
A. Protect against damage and discoloration.
B. Deliver in manufacturer's original, unopened, protective wrapping
with original, legible label intact.
1.04 Installer's Oualifications
A. Employed by or acceptable to manufacturer of specialty being
installed.
2.00 PRODUCTS
2.01 Fire Extinguisher Cabinets
A. Manufacturer: Sampson Metal Products, J. L. Industries, Benz
Company, or approved.
B. Models:
1. FE -1 (4 required); Sampson EMS- K -BG -2 1/2, surface mounted, with
locking doors and break glass front.
C. Size: Accommodate fire extinguishers specified below.
D. Mounting: As described above.
E. Door & Frame Material: Prime - coated steel
F. Door Glazing: Break glass.
G. Cylinder Lock: Required
H. Cabinet Interior: Black enamel
I. Extinguisher Support: Manufacturer's standard brackets to receive
fire extinguishers specified below.
K. Extent of Work: One per floor at each Hall
L. Paint to match adjacent trim color.
2.02 Fire Extinguishers
A. Manufacturer: Amarex or General, or approved equal; must have all
metal valve handle assembly.
B. Type:
1. FE -1 (4 required) Typical Locations: 2A10BC.
C. Color: Red
D. Fill and service extinguishers prior to project substantial
completion. Attach certificate of service, including date, to each
extinguisher.
E. Extent of Work: Provide extinguishers for each fire extinguisher
cabinet specified above.
F. Location: One per floor at each hall.
2.03 Kitchen Appliances:
A. Extent of Work: Contractor to provide and install the following new
kitchen appliances where specified:
VILLA COMMUNITY BLDG MISCELLANEOUS SPECIALTIES SECTION 10990
AFA February 20, 1998 Page 2 of 3
• 1. Electric Range /Oven (white self - cleaning, 30" wide): GE JBS034
2. Range Hood (white, w/ light, recirculating exhaust) Rangeaire
3. Microwave Oven GE JEM25WV, 800 watt, .8 cf, auto sensor.
B. Color: White
C. Location: Per plans or as directed by Architect.
2.04 Job Site Sign:
A. Extent of Work: Contractor to provide and install one 4' x 8' job
site sign including copy of project name, adress, owner, architect,
general contractor, and funding agencies.
B. Location: Per plans or as directed by Architect.
2.05 Mailboxes:
A. Extent of Work: Provide and install 100 front loading mailboxes in
four 25 box units. Each column of boxes shall consist of 2 units.
Coordinate final rough opening with box manufacturer's requirements.
Install so bottom of lower box is 12" above finish floor elevation.
B. Model: Salsbury Industries, Front Loading, Horizontal style #3625 FL
or approved equal (for LISPS delivery).
C. Location: Per plans.
•
3.00 EXECUTION
3.01 Existing Conditions
A. Verify that blocking, backing, and surfaces to receive specialties
are properly prepared, sized, and located.
B. Prior to starting work notify General Contractor about defects
requiring correction.
C. Do not start work until conditions are satisfactory.
3.02 Protecting Work of other Sections
A. Protect other materials against damage and discoloration caused by
work of this section.
3.03 Shop Painting
A. Unless herein specfied otherwise, factory -apply one coat rust
inhibiting primer as specfied in Section 09900 to ferrous metal
surfaces after fabrication, but before installation.
B. Substitute complete factory- finish where so specified herein.
3.04 Blocking, Backing & Structural Support
A. Provide where necessary.
B. Specialties are shown on Drawings for Contractor's convenience.
Verify location, type, and extent of work before installing blocking
and backing.
3.05 Accessories: Provide all manufacturer's standard accessories
necessary to make a complete and functional installation for the
location and type of use shown.
3.06 Installation
A. General (all items):
1. Follow manufacturer's instructions and approved shop drawings.
2. Secure specialties plumb, level, square, and true as applicable.
B. Fire Extinguisher Cabinets:
1. Unless otherwise shown on Drawings, mount cabinet so that
extinguisher top is 5 ft. above floor.
C. Fire Extinguishers:
1. Mount in fire extinguisher cabinets.
3.07 Adjustments
VILLA COMMUNITY BLDG MISCELLANEOUS SPECIALTIES SECTION 10990
AFA February 20, 1998 Page 3 of 3 •
A. Adjust moving parts to operate satisfactorily at time of project •
substantial completion and during warranty period.
3.08 Cleaning & Repairing
A. Remove debris from project site upon work completion or sooner, if
directed.
B. Including work of other sections, clean, repair and touch -up, or
replace when directed, products which have been soiled, discolored,
or damaged by work of this section.
C. Leave installation clean and defect -free.
END OF SECTION 10990
V10990
•
VILLA COMMUNITY BLDG MECHANICAL MATERIALS & METHODS SECTION 15010
AFA February 20, 1998 Page 1 of 4
DIVISION 15: MECHANICAL
15010 MECHANICAL MATERIALS & METHODS
1.00 GENERAL
1.01 Scope: Provide bidder - designed HVAC system as described in the
drawings and specified herein. Scope of work includes, but is
not limited to, the following: Provide design documentation nec-
essary for the installation of new furnace, ductwork, diffusers,
grilles, thermostats and exhaust fans. Provide seismic re-
straints as required by code. Provide all required energy code
calculations and compliance forms. Submit design documents to
Architect for review.
A. Requirements Included:
1. All materials, labor and equipment required to install com-
plete mechanical work.
2. Cooperate with other trades.
1.02 Quality Assurance:
A. Codes & Standards: Comply with all codes.
B. Permits, Licenses, Fees & Taxes: Obtain and pay for all permits,
licenses, fees and taxes applicable to this project as required
by law.
1.03 Submittals:
A. Transmit five sets of submittal to the Architect for review. The
submittal shall be bound in three -ring binders, have major topic
tabs and an index.
B. Furnish performance data and technical information on all materi-
als and equipment to be used on the project. All product options
and alternates are to be clearly noted on the submittal so that
the complete performance and physical characteristics of the
equipment are included.
C. Include shop drawings with the submittal where necessary to de-
termine clearance, where the Contractor proposes alternate equip-
ment or material arrangements, and when requested by the Archi-
tect.
D. All material and equipment must be approved by the Architect
prior to installation.
E. Review of submittal or shop drawings by the Architect does not
relieve the Contractor from the requirements of the contract
documents.
2.00 MATERIALS
2.01 HVAC:
A. Design /Build Standards & Requirements:
1. Minimum unit size to be based on 30 BTU /hour per square foot.
Air flow rate to be nominal rate based on unit size.
2. Maximum air flow rate from a diffuser to be 200 cfm with a
noise criteria of 25 dB maximum, unless noted otherwise.
3. A minimum of 10' of ductwork from the furnace (supply and re-
turn side) to be acoustically lined.
4. Ductwork to be sized for a maximum of 0.1" H2O friction loss
per 100' of ductwork.
5. Each restroom is to be equipped with a ceiling exhaust fan.
6. Gas connection to each unit to be installed as per standard
procedures.
VILLA COMMUNITY BLDG MECHANICAL MATERIALS & METHODS SECTION 15010
AFA February 20, 1998 Page 2 of 4
7. Zoning of building shall be designed after discussions with
Owner personnel. As a minimum, separate zones shall be de-
signed for the exterior restrooms, the office, and the
community meeting room.
B. Up -flow, Natural Gas -Fired Warm Air Furnace:
1. AGA and serving utility approved burners and corrosion -
resistant primary /secondary heat exchanger in formed, factory -
enameled steel casing with 1" minimum non - organic insulation;
forward curved, centrifugal type air conditioning duty fan,
direct drive multi -speed fan duty motor with overload protec-
tion. Minimum AFUE to be 90 %.
2. Provide casing with duct connections and access panels to all
parts requiring service.
3. Provide automatic gas valve, bonnet switch, high limit switch,
main gas cocks, electric - electronic ignition assembly, draft
divertor and combustion air /gas vent concentric roof fitting
and associated materials.
4. Provide with electronic, 7 -day programmable thermostat and
controller system for night -set -back, economizer and heating -
cooling control sequences. Honeywell T7300 or equal.
5. Trane, Carrier, Lennox, Day- Night, or approved.
C. Restroom Exhaust Fan: Direct drive, forward curved centrifugal
wheel, sleeve bearings, motor and wheel isolated from from unit
on vibration isolators; provide grille on inlet and duct connec-
tion with backdraft dampers on discharge. Broan S -90 or equal
Dayton, Nu -Tone.
2.02 Sheet Metal:
A. Quality Assurance: Comply with requirements of Chapter 10 of the
Oregon State Mechanical Fire and Life Safety Code. Galvanized
steel sheet metal except where otherwise indicated. Metal
gauges, joints and reinforcement in accordance with ASHRAE and
SMACNA tables and recommendations.
B. Acoustical Duct Lining: Line ducts with 1" thick, Manville
"Lina - Coustic ", Gustin Bacon "Ultra- Liner ", or Owens Corning
"Aeroflex" meeting NFPA 90A requirements for maximum flame spread
and smoke developed. Mechanically attach lining to sheet metal
duct with Manville Grip Nails or Gramweld welding pins. Provide
fire retardant type adhesive similar to Manville No. 44 adhesive,
Benjamin Foster 81 -99, Insul - Coustic 22 or 3M equivalent.
C. Duct Sealing Tapes: Provide one of the following UL listed
ductwork sealing tape systems.
D. Aluminum bonded to aluminized mylar reinforced with fiberglass
mesh backing on elastomeric pressure sensitive adhesive speci-
fically fomulated for adhesion to galvanized metal. Hardcast
"AM -401" with "HD -181" degreaser.
E. Two part sealing system with woven fiber, mineral gypsum impreg-
nated tape and non - flammable adhesive. Hardcast "DT" tape and
"FTA -20" adhesive.
F. For joints and seams exposed to the weather in lieu of soldering,
Hardcast "DT" tape with "RTA -50" adhesive is approved.
2.03 Grilles, Registers & Diffusers
A. Description: Provide grilles, registers and diffusers as neces-
sary for the designed system.
B. Finishes, Steel: Flat white enamel prime coat, factory applied
on ceiling diffusers. Others are to have a baked enamel finish,
color as selected by Architect.
C. Manufacturers: Air Devices, Anemostate, Carnes, Kruger, Titus,
Metalaire. Titus model numbers are listed. Where other manu-
VILLA COMMUNITY BLDG MECHANICAL MATERIALS & METHODS SECTION 15010
AFA February 20, 1998 Page 3 of 4
facturer's products are listed, only that product or an approved
substitute for that item shall be provided.
D. Perforated Face Diffusers: Perforated snap -in or concealed
hinged face plate with internal deflection blades at diffuser
neck in steel or extruded aluminum frame and margin to suit the
ceiling construction. Provide with opposed blade volume damper.
Panel size shall be 24" x 24" where lift out tile ceiling system
is indicated. Air Devices "PN ", Anemostat "PR ", Carnes "SPGC ",
Krueger Series 6200, Metalaire 7600/7500 series or Titus "PCS ".
E. Ceiling Matched Return and /or Exhaust Register: To match adja-
cent ceiling outlets. Use in spaces containing ceiling diffusers
and /or Tee -bar ceilings. Provide with damper except where dam -
pered plenums are indicated. Match manufacturer of supply.
3.00 EXECUTION
3.01 Layout & Coordination:
A. Site Examination: Before starting work, carefully examine site
and all contract drawings. Become thoroughly familiar with con-
ditions governing work on this project.
B. Utility Locations: The location of all utilities, wires,
conduits, pipes, ducts, or other service facilities are shown in
a general way only on the drawings and are taken from existing
public records.
C. Discrepancies: Any error, conflict or discrepancy in plans,
specifications and /or existing conditions shall be reported imme-
diately. Do not proceed with any questionable items at work un-
til clarification of same has been made. Should rearrangement or
re- routing of ducts or piping be necessary, provide for approval
the simplest layout possible for that particular portion of the
work.
3.02 Continuity of Existing Services:
A. Protect from damage active utilities existing and evident by rea-
sonable inspection of the site whether shown or not on the draw-
ings. Protect, relocate or abandon utilities encountered in the
work which are not shown on the drawings or evident by inspection
of the work as directed by the Architect. Maintain continuity of
all utility services to existing buildings.
3.03 Cutting & Patching:
A. Comply with the requirements of Division 1 for the cutting and
patching of other work to accommodate the installation of mechan-
ical work. Do all necessary cutting and patching of existing
building and yard surfaces required for completion of the mechan-
ical work. Patch to match finish and color of adjacent surfaces.
Coordinate work in remodel and new areas to avoid cutting of new
finished surfaces.
3.04 Installation of Grilles, Registers & Diffusers:
A. Size and air handling characteristics shall be as required for
the designed system.
B. Locate registers in tee -bar ceilings with diffusers centered on
the tile unless indicated otherwise.
3.05 Cleaning:
A. General: Clean all dirt and construction dust and debris from
all mechanical piping systems and leave in a new condition.
Touch up paint where necessary.
VILLA COMMUNITY BLDG MECHANICAL MATERIALS & METHODS SECTION 15010
AFA February 20, 1998 Page 4 of 4
3.06 Mechanical Work Closeout:
A. Refer to Division 1 sections for general closeout requirements.
Calibrate all equipment requiring same.
3.07 Balancing:
A. Balancing of the heating, ventilating, and air conditioning
systems shall be by a firm established in the State of Oregon
providing this service and shall have the Architect's approval.
B. Provide the following minimum data:
1. HVAC unit nameplate data, CFM, entering and leaving air, elec-
trical power consumption data, etc.
2. Grille, register and diffuser CFM.
END OF SECTION 15400
V15010
VILLA COMMUNITY BLDG PLUMBING SECTION 15400
AFA February 20, 1998 Page 1 of 4
DIVISION 15: MECHANICAL
15400 PLUMBING
1.00 GENERAL
1.01 Scope: Areas of work described in this section include but are
not necessarily limited to: drinking fountains, toilet room
fixtures, sinks, foot wash basin, hot water heater, and all
required piping, piping insulation, equipment and trim.
1.02 General Requirements:
A. Sub - contractor is responsible for gaining any required plumbing
permits.
B. The sub - contractor is to provide complete and functional plumbing
and mechanical systems.
C. Furnish and install all material, labor and equipment in
accordance with these documents.
D. Include all incidental items and work not specifically shown or
specified but required by good practice in a complete system.
E. The Drawings are diagrammatic but should be followed as closely
as possible. Where required by job site conditions, relocate and
provide fittings, etc., as required.
F. Coordination: All plumbing work is to be concealed. Provide
instructions, diagrams and other information to the Contractor to
prevent conflicts from occurring.
1.03 Submittals: Provide Architect with manufacturer's standard cata-
logue sheet or shop drawings indicating model number and accesso-
ries for each item of equipment, fixtures, and trim ordered.
Provide Architect with one line plumbing piping plans of the wa-
ter, waste and vent piping, sized as per code, for submittal to
City Bureau of Buildings. Note that this submittal is a require-
ment for release of the building permit and shall be provided
within 14 days of award of contract to general contractor.
1.04 Quality Assurance:
A. Maintain the highest standards of workmanship throughout the
project.
B. Use the latest editions of applicable and specifically referenced
standards.
C. Inspect all materials and equipment upon arrival at the site and
return any which are not in new condition.
2.00 MATERIALS
2.01 Pipe and Fittings:
A. Cast Iron Soil Pipe
1. Pipe: ASTM A -74, Service Weight.
2. Connectors: No -hub conforming to Cast Iron Soil Pipe
Institute Standard 301.
3. Use:
a. Sanitary Waste when within 5' of Toilet Building
b. Vent piping, 2 inch and larger.
B. PVC Soil Pipe
1. Pipe: ASTM D -3034.
2. Use:
a. Sanitary Waste when greater than 5' from Toilet Building.
VILLA COMMUNITY BLDG PLUMBING SECTION 15400
AFA February 20, 1998 Page 2 of 4
b. Vent piping, 2 inch and larger.
C. Copper Pipe
1. Pipe: ASTM B -88 hard drawn copper tubing, Class L or K.
2. Fittings: 150 psi wrought copper sweat fittings.
3. Use:
a. Water supply
b. Water distribution
c. Vent lines ( as needed)
2.02 Insulation: Use on all interior water supply and distribution
piping -- 1 inch, foil wrapped, 3.5 pound density, fiberglass,
pipe insulation.
2.03 Plumbing Equipment
A. Gate Valves: Bronze body, size of line indicated.
B. Drain Valve: Bronze body hose bib, renewable disc, 3/4" hose
size.
C. Cleanouts: Cast iron body, brass, vandal resistant plug.
D. Trap Primer Valve: Automatic discharge at pressure variation for
two or more traps. Precision Plumbing Products #P -1.
E. Gate and Waste: Brass bodied gate valve with integral drain down
feature.
2.04 Scheduled Plumbing Fixtures and Trim:
A. WC -1 Water Closet:
1. American Standard "Madera" 2234.015 vitreous china, floor
mount, elongated bowl, 1.5 gallons per flush, white.
2. Church 9500C white open front seat less cover.
3. Sloan "Royal" 142 L -3.
4. 12 "x12" stainless steel access panel for flush valve. Sloan
12 "x12" "Easy- Access" wall panel and frame assembly, or ap-
proved equal.
B. LAV -1 Lavatory:
1. Fixture: 27 "x20 ", handicapped accessible, vitreous china,
white, American Standard, 9141.011, or approved equal.
2. Faucet: Gooseneck faucet, American Standard, 7516.172 with
aerators and 4" wrist handles, or approved equal.
3. Support: Smith 805 lavatory support or approved equal. (Con-
tractor verify compatibility with fixture.)
4. Drain Assembly: American Standard 7723.018 or approved equal.
5. Other: 17 gauge brass trap, chrome quick connect supplies.
C. WH Wall Hydrant: 6- 1/2 "x6 -1/2" box type with integral vacuum
breaker, locking cover. Smith 5509 or approved equal.
D. FD Floor Drain: Cast iron floor drain with bottom outlet, round
bottom, square top, round hinged perforated grate and bell trap,
2 inch pipe size, vandal proof top. Smith 2280, Josam 39980 -17,
or approved equal.
E. HWH Water Heater: Electric model of capacity to provide hot
water to entire facility.
F. DF -1 Drinking Fountain: wall mounted drinking fountain, mounted
at height shown on drawings. Stainless steel constuction with #4
satin finish, one piece receptor, polished chrome - plated vandal
resistant bubbler, self closing front push button and vandal
resistant bottom plate. Haws Model #1106 or approved equal.
G. DF -2 Handicapped Accessible Drinking Fountain: same as DF -1,
except Haws Model #1118 or approved equal.
H. Foot Wash Basin:
2.05 General: Provide other materials necessary for complete
installation.
• VILLA COMMUNITY BLDG PLUMBING SECTION 15400
AFA February 20, 1998 Page 3 of 4
a -
3.00 EXECUTION
3.01 Piping:
A. General: Install piping and rough -in according to applicable
codes. Where piping is not specifically shown, Contractor is
responsible for sealed routing wherever possible.
B. Line Drainage: Install drain valve at low point of supply
piping. Slope to drain.
C. Minimum Grade:
1. Supply Piping - 1 inch per 40 feet.
2. Waste and Vent - 1/4 inch per foot.
D. Support: Provide adequate support to prevent sagging and
excessive movement.
E. Joints:
1. Copper Piping: Solder with silver brazing solder with flux as
recommended by manufacturer. Low temperature solder (95 -5) or
screw joints permitted only at equipment subject to damage
from heat of high temperature soldering. In making screw
joints, tin male threads with soft solder.
2. No Hub: Use neoprene gasket and bolted stainless steel
coupling as supplied by manufacturer.
•
F. Subgrade piping: Set in 4 inch bed of sand.
G. Freeze Protection: Electrical cables to be installed (see
Section 16859). Notify Architect of any conditions that may
require additional freeze protection attention.
H. Cleanout: Install toilet room cleanout flush with finish floor.
3.02 Materials and Workmanship:
A. Furnish all materials and equipment in new condition, free from
defects and of size, make, type and quality specified. Installa-
tion shall be in a neat and workmanlike manner.
B. When two or more items of the same kind, type or class are re-
quired, use items of a single manufacturer.
C. Workmen shall employ quality methods and materials for the
particular trade involved.
3.03 Equipment Installation:
A. Install all equipment in strict accordance with the manufac-
turer's instructions unless otherwise indicated.
B. Where the installation shown or specified is contrary to the
manufacturer's instructions, please advise the Architect of the
differences before proceeding with the installation.
C. Supports for all apparatus shall be furnished as specified, de-
tailed and as required by the manufacturers of specific equip-
ment.
D. A copy of the manufacturer's installation instructions shall be
maintained at the job site for all equipment.
3.04 Protection:
A. Protect all work, material and equipment from loss or damage
until the project is accepted by the Owner.
B. As the work progresses, keep all equipment covered and cap all
ducts and piping which may temporarily be left unconnected.
C. Notify other trades of any required precautions necessary to
protect the work.
3.05 Accessibility: All valves, fittings, cleanouts, etc. and equip-
ment requiring periodic adjustment, reading or service shall be
conveniently accessible by location or access panel.
VILLA COMMUNITY BLDG PLUMBING SECTION 15400
AFA February 20, 1998 Page 4 of 4 •
3.06 Cleaning:
A. Maintain premises and public properties free from accumulations
of waste, debris and rubbish during construction.
B. Clean all mechanical equipment and plumbing fixtures of dust,
grease, iron cuttings, unnecessary stamps of shipping labels,
etc.
C. Disinfect domestic hot and cold water mains and branches with a
solution containing 50 ppm of chlorine. Flush, then fill the
systems with this clean water and test for bacteria as required
by state law.
3.07 Operation and Maintenance Manuals:
Submit five copies of the Operation and Maintenance Manuals to
the Architect for approval before project completion. Bind the
instruction books with three -ring 8 -1/2" x 11" side binders with
plastic covers. Include an index and tabs for major systems and
equipment. Operation and Maintenance Manuals shall include the
following:
A. Directories:
1. Supplier Directory: Alphabetical list of principal subcon-
tractors and suppliers of equipment giving names, addresses
and telephone numbers.
B. Maintenance Instructions
1. Where instructions for maintenance are not included in the
manufacturer's literature, provide supplemental data to enable
proper maintenance of the equipment installed.
2. Provide a walk- through of the equipment.
3.08 Tests
A. General: Test all piping prior to concealment, backfill and
connection to equipment or specialties. Provide all necessary
pumps, gauges, connections and similar items required to perform
the tests. Notify the Architect 48 hours in advance so he or his
representatives may observe the tests.
B. Plumbing Waste System: Test soil, waste and vent system or
sections of system by closing all openings in piping except the
highest opening and filling system with water to the point of
overflow. If the system is tested in sections, plug each opening
except the highest opening of the section under test and fill
each section with water. Keep the water in system or in portion
under test for at least 45 minutes before inspection starts. The
system must be tight at all joints.
C. All Water Piping: Hydrostatic test 150 psi for a minimum of 6
hours without drop in pressure.
END OF SECTION 15400
V15400
VILLA COMMUNITY BLDG ELECTRICAL SYSTEMS SECTION 16100
AFA February 20, 1998 Page 1 of 2
e"
DIVISION 16: ELECTRICAL
16100 BASIC ELECTRICAL SYSTEMS
1.01 Scope: Provide bidder - designed electrical system as
described in the drawings and specified herein. Provide
all necessary labor, equipment and materials for a complete
and operable electrical system. Work includes, but it not
limited to:
A. Provide information necessary to get electrical permit.
B. Resize existing panel and service as necessary for project.
C. Properly decommission all wiring, outlets and switches in
existing walls that will be demolished.
D. Install wiring devices and rough -in for lighting, equip-
ment, convenience outlets and switches indicated in draw-
ings and called for in Specifications.
E. Provide power for and connection to all miscellaneous
equipment.
F. Owner will install local area network (LAN) wiring and
outlets while walls are open.
1.02 Standards:
A. Labels: All materials and equipment shall bear the U.L.
label.
•
B. NEMA - National Electrical Manufacturer's Association.
1.03 Drawings: Drawings are diagrammatic in nature and show
only locations of equipment, lighting and devices affecting
occupied space.
1.04 Submittals:
A. Catalogue Cuts: Describing components to be installed.
B. Panel Box Schedule: Provide schedule for panel box. Type
on heavy card stock. Insert in clear plastic envelope at-
tached to panel box door. Indicate the nature and location
of the branch circuit and the corresponding breaker posi-
tion in the panel. Indicate electrical contractor's name
and date at bottom of card.
2.00 MATERIALS
2.01 Wiring Systems:
A. Wiring: As required. Size 12 conductors minimum.
B. Electrical Raceway:
1. Provide all components necessary for complete
installation.
2. Dry Location: EMT 1/2 inch minimum.
3. Subgrade or damp location: GRC (PUC below 18 ").
C. Device and Junction Boxes: Metallic.
D. Overcurrent Protection: Compatible with panel in which
installed.
E. Conduit Bodies: Crouse Hinds Type (Form 7).
F. Flexible raceway systems shall not be used.
2.02 Wiring Devices:
A. Receptacles: Sierra, Leviton, Slater, commercial grade,
brown.
B. Wall Switches: Commercial grade, brown.
VILLA COMMUNITY BLDG ELECTRICAL SYSTEMS SECTION 16100
AFA February 20, 1998 Page 2 of 2
C. Device Cover Plates: Galvanized utility covers.
2.03 Service Panel:
A. New Panel (P -1): Amperage adequate for existing building.
Square D, Type QO or NQOD, no substitutions.
2.04 Circuit Breakers: Service panel manufacturer's standard.
2.05 Time Clock: Provide Tork Astrodial Model 7200ZL to control
exterior lights. Submit for approval.
3.00 EXECUTION
3.01 Coordination: Provide rough -in information to tradesmen
performing related work.
3.02 Wiring Devices: Mount 42" from finish floor to center,
except as noted.
3.03 Switches: Mount 42" from finish floor to center.
3.04 Panel Box: Connect lighting and equipment to P -1.
END OF SECTION 16100
V16100
• VILLA COMMUNITY BLDG LIGHTING SECTION 16500
AFA February 20, 1998 Page 1 of 1
16500 LIGHTING
1.00 GENERAL
1.01 Extent: Work includes, but is not limited to the installation of
new fixtures as indicated and as specified herein.
1.02 Submittals: Provide manufacturer's technical and installation
data for all new fixtures.
2.00 PRODUCTS
2.01 Fixtures: See drawings.
3.00 EXECUTION
3.01 Installation: Fixtures shall be carefully aligned and level.
Coordinate with related work to ensure accurate positioning.
A. Provide blockouts and drilling locations as required.
B. Anchor securely and tightly to substrate.
3.02 Photo Control: Exterior lights to be placed on time clock (Tork
7200 -ZL) circuit. Provide over -ride switch.
3.03 Switching: See drawings.
3.04 Testing and Cleaning: Clean and test lighting. Provide
protection for the duration of the work.
END OF SECTION 16500
V16500