HomeMy WebLinkAboutVAIL VILLAGE FILING 2 LOT 1 PART 2 LEGALI
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9peciflcatlons for Construction of
82 [{EST I'|EAD0}JS DRM C0ND$"|INIU4SVall, Colorado
for
MEADOI{ VAIL ASSOCIATES
82 l,l. Fleadovl Drive
Vail, Colorado
Hobbs + Black Associates, Inc.
10504 Logan Street
Denver, Colorado 80203
28 February 1983
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Specifications for Construction of
82 t^lEST MEADOI,{S DRIVE CONDOMINIUMSVail, Colorado
for
MEADOI.I VAIL ASSOCIATES
82 I'1. Meadow Drive
Vai'l , Colorado
Hobbs + Black Associates, Inc.
1050A Logan Street
Denver, Colorado 80203
28 February 1983
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I sPEcrFrcATroNS FoR
I f:'T:'l'TSlDonos
DRIVE
t olJNERs Meadow vait Associates
82 hl. Meadow Drive
I Vai1, Colorado
I AR.HITE.T
l8l8-'o.rlll;*rf;::;t"'es' Inc'
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Denver, Colorado
I :l8YfitH[^'
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I [fi8!fiilf;^'Joseph R. Akerman
1213 Van Dusen Drive
Ann Arbor, Michigan
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Elhert & Bryan
21540 tl. E'leven Mi'le Rd.
Suite i09
Southfield, Michigan
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TABLE OF CONTENTS
0ivision 0
DIVISION 1
DIVISION 2
DIVISION 3
DIVISION 4
DIVISION 5
DIVISION 6
BIDDING AND CONTRACT REQUIREMENTS
GENERAL REQUIREMENTS
SITEI,I0RK
Section 02100 Site Preparation
Section 02200 Earthwork
Section 02600 Paving and Surfacing
Section 02700 Drainage and Site Uti'lities
CONCRETE
Section 03100 Concrete Fonnuork
Section 03150 Expansion and Contraction Joints
Section 03200 Concrete Reinforcement
Section 03300 Cast-In-Place Concrete
MASONRY
Section 04100 Mortar
Section 04150 Masonry Accessories
Section 04200 Unit Masonry
METALS
Section 05100 Structural Steel
Section 05500 Metal Fabrication
I,JOOD AND PLASTICS
Section 06100 Rough Carpentry
Section 06200 Finish Carpentry
Section 06400 Architectural l{oodwork
TC-1
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DIVISION 7
DIVISION 8
DIVISION 9
DIVISION 10
DIVISION 11
DIVISION 12
THERMAL AND MOISTURE PROTECTION
Section 07150 Bituminous Dampproofing
Section 07170 Silicone Dampproofing
Section 07190 Vapor Bamier
Section 07210 Building Insulation
Section 07220 Deck Insulation
Section 07250 Perimeter Insulation
Section 07500 I'lood Shjngl es
Section 07530 lllaterproofing Membrane
Section 07600 Flash'ing and Sheet Metal
Section 07800 Roof Accessories
Section 07900 Sealants
DOOR AND I,IINDOI,IS
Section 08100 Metal Doors and Frames
Section 08160 Wood Windows
Section 08211 Wood Doors
Section 08360 Overhead Sectiona'l Doors
Section 08700 Finish Hardware
Section 08800 Glazing
FINISHES
Section 09250 Gypsr.rn DrywalI
Section 09300 Tile
Section 09510 Acoustica'l Ceiling
Section 09900 Paintinq
SPECIALTI ES
Section 10200 Louvers and Vents
Section 10400 Identifying Devices
EQUIPMENT
(Does not appiy to Contract)
(Does not apply to Contract)
SPECIAL CONSTRUCTION
(Does not apply to Contract)
DIVISION 13
TC-2
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DIVISION 14
DIVISION 15
DIVISION 16
CONVEYING SYSTEMS
(Does not apply to Contract)
MECHANICAL
Section 15400 Plumbing System
Section 1.5800 Air Distribution
ELECTRICAL
Section 16010 General Provisions
Section 16050 Basic Materia'l and Methods
Section 16400 Service and Distribution
Section 16500 Lighting Fixtures
Section 15700 Cormunications
TC-3
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BIDDING & CONTRACT DOCUI,IENTS
DIVISION O
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DIVISION O - BIDDING AND CONTRACT REQUIREI'IEIITS
OO1OO INSTRUCTIONS TO EIDDERS
a - INTERPRFrATION OF DoCUI{ENTS Al{D ADDENoA. Neither the ouner nor Architect wi]l
give verbal .answers to any inquiries and if explanat'ion is necessary, a reply.w'i'l l
be made in the fonn of a Bul'letin, copies of rhich wi'll be fomarded to each bidder
who hrs received a set of the Contract Docments and to such other prospective
bidders as have requested that they be furnished with a copy of each Addendum.
b - A1] Addenda lssued to bidders in the form of Bulletins prior to date of receipt
'of proposa'l s shal'l becone a part of these specifications and all proposals are to
include the work herein described. Each proposa'l subnritted shall list a'l'l addenda
by Bulletin Nurnbers which have been received prior to time schedule for receipt of
proposa'l s.
c - SUBSTITUTI0T{S. Proposa'ls sha1'l be based on various brands, nakes and standards
of materials specified. The Bidder may list proposed substitutions showing the
amount to be added or to be deducted from the bid, if the substitution is accePted.
t{o substitutions sha]l be rnade without written consent of the Architect and 0wner.
d - EXAI'IINATI0N 0F SITE. Before submitting a prcposal, each Bidder shall insPect
the site of the proposed work to arrive at a clear understanding of the conditlons
under which the rcrk is to be done. He wi]] be held to have compared the premises
with the drawings and speclfications and to have satlsfled himself to a'l'l conditions
affecting the execution of the work. No al 'l owance or extra compensation concerning
any mattar or thing about which the Bidder might have fully informed himself will
be allowed.
e - TAXES. Each proposal subnitted shall inc'lude and the successful Bidder will
be required to pay taxes which are levied by Federal, State and l,lunicipal govern-
ments upon labor and for naterials entering into the work. The 0wner reserves
the right to require evidence of paynent of such taxes prior to final payment.
f - QUALIFICATIoNS 0F BIDDERS. The 0wner may request the fidder to whom the contract
may be awarded to subnit any of the following information be fore the award of the
contract:
(1) A bidder's performance record.(2) The address and description of the bidder's equipment' p'lant or place
of business.(3) An iternired list of the bidder's equipment and personne'|.(4) A descrlption of any prcject which the bidder has been constructed in
a satisfactor? manner.(5) A bidder's financia'l statement - AiA A305.(5) Such additiona'l information as will satisfy the Orner that the bidder is
adequately prepared to fu1fi'll the Contract.(7) Description of work which wi'l'l be done s'imultaneous'ly with the 0wner's
project.
0000 - 1
s - ErDDING PRoCEDURE.
(1) PREPARATI0N 0F 8IDS. Bids shail be submitted on una'ltered bid forms
furnished by the Architect. Each bid sha1l include the'legal name of the
bidder, and sha]l show whether the bidder is a corporation, a partnership,
or a sole proprfetor, or any other legal entity. A bid of a corporation
shall give the State of incorporation, and shal'l have the seal affixed, A
bid of a partnership shal'l give the names of al'l the partners. A bid of a
so] e pt'oprietor doing busJness under'6 trade name shall give the name of the
sole proprietor and the trade name under which the indivfdual ls doing business.
(2) Fil] in all blank spaces for bid prices ln jnk or typewritten words,
and submit one (1) copy. The bidder must include al'l unit cost items andr'll a'lternates shown on the Bid Form. No segregated or qualified bids wil'l be
accepted.
(3) Eidders suhnitting bids for Conbined Contracts sha't] enter the names of
the Prinp Subcontractors in the blanks provided on the Bid Fonn.
(4) Bids shal'l be signed by the person or persons lega]]y authorized to bind
the b'idder to a contract. A bid submitted by an agent shal'l have a current
Power of Attorney attached certifying the agent's authority to bind the bidder.
h - SUBI'|ISSI0[{ 0F BIDS.
.(1) Bids, together with required enclosures, sha'll be suhtitted in opaque,
sealed envelopes bearing on the outside the b'idder's nane and address, the
Pfoiect nam, and the portion of the project or category of rork for which thebid is submitted.
(2) Bids sent by nail shall be enclosed in a separate nrailing envelope rith
the notation 'BID EI{CLOSED" on the face, and sha'll be addressed to the 0wner
as snown on snFEffifil
(3) Bids shall be deposited at the designated location prior to the time and
date of receipt of bids lndicated in the Invitation to Bid. Bids receivedafter the tim and date for receipt of bids wi'l'l be returned unopened.
i . IODIFICATION OR I{ITHDRAhIAL OF SID.
(1) A bid rnay not be modified, withdrawn, or cance'led by the bidder unti'lthirty (30) days after the tine and date for receipt of bids.
(2) Prior to the time and date for receipt of bids, bids submitted early
mty b_e modified or withdrawn only by notice to the party receiving bids it
the_place and prior to the time designated for receipt of bids. Such noticeshall be in writing over the signatuie of the bidder or by telegram. If bytelegran, written confirmation by the bidder nust have been maiied and post-
marked on or before the date and time set for receipt of bids. i,lodificationsshal'l be so worded as not to revea'l the amount of the original bid.
(3) lJithdrarn bids may be resubmitted up to the time designated for thereceipt of bids.
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I0 000- 2
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j - CoNST0ERATIoN 0F BIDS.
(1) 0PEl{Il{G 0F BIDS. Bids ri'|l be prlvately opened in the presence of the
Onner and Architect .
k - TIl,lE 0F STARTING At{D COl,PLFfIOil. It is understood that the work is to be
carried through to comp'letion with speed consistent with good rcrkmanship.
1 - SUBC0I{TMCI0RS. The Bui'lder shall subrnit a list of the proposed subcontractors
which shall not be changed without the Owner's approval.
n - ALTERIIATES. Each alternate described in the specifications shal'l be quoted
in the Prrposal, stating the amunt which is to be added to or deducted from the
Base Prtposal amount in each case or a statsnent shall be made that the alternate
involves no change in the Base Prnposal. l{o other a'lternates wi'll be consJdered,
but this is not to be construed as preventing the bidder from quoting on substitutions
as hereinafter specified.
n - ARCHITECT. l{here the term Architect or Architects is issued, it shall refer
to llobbs + Elack Associates, Inc., 1050-A Logan Street, Denver, Colorado 80203.
and raid tenns shall also lnclude his authorized representatives. Phone: 303/830-8252
OO2OO II{FORI,IATION TO EIDOERS
a . PROPOSED COI{STR,U TION SCHEDULE.
Start construction:01 Apri 1 1983
Conplete'construction: 15 December 1983
(2) REJECTIoT{ 0F BIDS,
have the right to reject
by the Bidding Docrments
sha1'l have the right to
reccived.
00500 AcREEl,lEl{T FORl.t
Contract: Bid Fonn:
B id Form:
INF0RI,IALITIES Al{D IRREGULARITIES. The 0wner sha'll
any or al] bids and to reject bids or data required
or in any way inconplete or irregu'lar. The Owner
waive any infonnality or lrregularity in any bid
0wner-Contractor
Stipulated Sum Agreement
0wner-Contractor AIA Document A101
Contrac tor-Subcontractor Agreemen t
AIA Document A401
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I 0 000 -3
OO6OO BONDS & CERTIFICATES
a - PERFORilANCE Al{D PAYl,lEl{T BoND. The Contractor shall, if requested, furnish the
Owner with a per-formance and paymnt bond fron an insurance company acceptable.to
the Orner, in'a sm equal to iO0f of the contract price of the work, guaranteeing
the faithiu'l per.fonnarice of his Contract, and against loss by neason of any lien.
Cost of bond shali be paid for by Orner if requested.
b - I]{DEilNITY. The Contractor shall hold harm]ess from and indennify the Owner
against all clains, suits, actions, costs, counsel fees, expenses' damages'.
Judgements or decrees by reason of any Pt6on or persons or property being damged
or injured by the Contractor or by any of his subcontractors or by any persons
enployed undlr said Contract or undeiany of his subcontractors or in any capacity
during the progress of the work, whether by negligence or otheruise.
No work under the Contract shal'l be cormenced until a]l lnsurance required by the
Contract Docunents has been obtained and approved by the Orner. Un'less othewise
provided in the Contract 0ocuments, the insurance maintained shall afford protection
in the classifications and mininum lJmlts as follows:
c - CotlPEllSATIot{ nSUMNCE. The Contractor shall trke out and nalntain during
the life of the Gontract, l{orknen's Compensation Insurance as required by the
state in which the work is located, for all of his employees enployed at the site
of the project and in case any rork is sublet, the Contractor shall require the
subcontractor sinilarly to provide t{orlr.nen's Cmpensation Insurance for all of the
latter's enployees unless such emp'loyees are covered by the Contractor's lnsurance.
In case any class of anployees engaged in hazardous rork under the Contract at the
slte of the prrJect ls not protected under the Horknen's Conpensatlon statute, the
Contractor shal'l pr.ovide or shal'l cause subcontractor to provide adequate insurance
Sgvggg. for the prctection of his employees not othelise protected.
d - PUBLIC LIAEILITY TND PROPERTY DAI'IAGE INSUMNCE. The Contractor ShAI] IAKC
out and maintain during the life of the Contract such Public Liabi'lity and Property
Damage Insurance (construed as including Contractor's.Qontingent or ProtectiYl
Insurance to protect the Contractor fron danage clains arising from operations
under the Contractor) as shal'l protect htn and any subcontractors performing work
covered by the Contract fronr clains for darages for personal injury, including
accidenta1 death, as wel I as fi.om clalns for-property damages which may arise frool
operat'ions under the Contract, whether such operations by he himself or by any
subcontractor or by anyone directly or lndlrectly employed by either of them. The
anounts of such insurance shall be as follovs:
Public Liability Insurance is an amount not less than $500,000.00 for injuries,
each occurance and Property Damage Insurance in limits of $100,000.00 on accountof any one accident.
The Contract shal'l requ'ire subcontractors, if any not protected under his
insurance policies to secure and maintain insurance of the same nature as sDecir'iedin the preceding paragraph.
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0000-4
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All insurance shall be carried rith companies authorized to do bus'iness in theState of l'lichigan.
e - FIRE AND EXTEIIDED COVERAGE II{SURANCE. The Orrner shall effect and maintainlnsurance against loss or damage arising from fire, explosion, wind danage, riotor civi.l comotion, physical oi malicious mischeif, vairOalisn, sprinkler'leakage,snoke damage, aircraft and vehicle danraEe upon the entire arei on which the reiroielingwork of this contract ls to be done to ioou'of the insurable value thereof undera form of Builder,s Risk Insurance.
(1) Such insurance ls to fnclude tanporary structures, materials, equipmentand supplies of all kinds incident to the Lonstruction of said area,'ali forminga P!ft of or contained in sald bullding, temporary structures, or on vehicles,or in the open; only while on the prernises discri6ed or within 100 feet there6f.
(21 The contractor and his subcontractors shall separately insure al1contractors ggttlpment such as too'ls, equipnent, scaffoldin!, towers, stagings,temporary bulldings omed, borrowed or rented and all mateiials whiih do-not
beccrne part of the construction or included in the cost of the work.
Additions and Alterations Contracts, The Orner shall insure his interest and theinterest of the Contractor and all his subcontracotrs hereunder in and to theentire area on which the rcrk of this contract is to be done, against rire inoextended coverage peri'l s, subject to any Co-Insurance Form oi a-superior fonn
Presently being used to insurc the (hnei,s existlng property and the amount ofsuch insurance shall be naintained to at least the-pirclnt 6f insurable va'lue asstipulated in the co-insurance clause contalned ln ttre policy or poiicies: -- -
The Contractor shal'l_be $mgd or designated in such capicity as insured jointlywith the Orner in a]l policies and ali subcontractors itratt-be included is ins-ureoJointly with the Contrictor ln all policies by the disigation .Subcontriito.s, astheir l€spective interest^may appear". Certliicates of-such insurance as proviaecabove and so advises the Contratior, the Contractoi may insur.e his lnterest andthat of the subcontractots at the 0wner's expense. tftne 0uner fai'ls to notifythe Contractor that insurance is not carried, the Contractor may tecorei-airigesas may be provided under Article 31.
I!:^Itllling Subrogatlon Clause shall appear in all policies of insurance includingu9l!ra|:or:s equiprEnt floater covering fire, lightning and the perils insuredunqer Ene Standard Extended Coverage Endorsenent:
"subrogation clause: It is hereby stipulated that this insurancesha]l not be Jnva'lidated should lhe insured waive in writing priorto a loss any. or ali right of recovery against any pariy toi-t6ss-occuring to the property described heiein.rr - ' -
The insured loss, if any, is to be adJusted with and payable to the owner as Trusteeror Ene lnsurecls as their interest may appear, except where payment of alJ or aproportion of the lnsurance is to be inaai'to i mortiagee as irli interest tnay appe"".
000 0_ 5
In case of a'loss under Fire and Extended Coverage insurance po1 icy provided for
in these insurance provisions protecting the interest of the parties hereto, the
0wner, in his capaclty as Trustee, shall furnish and shall be empowered to adjust
and approve'loss settlement with the insurance conpanies and to receive such
insurance loss funds for placenent in a special bank account for such purposes only.If any party at Jnterest herein objects to the settlement of a loss and so states in
written fom prior to signing of proofs of loss by the Trustee, the adjustnent of the
loss may be subanitted to arbltration in accordance rith approved Arbitratlon pro-
cedures as speclficd and the Trustee shall be governed by the Arbitrator's decision.
All insurance loss noneys paid to the Trustee shall be distributed ln accordance
with a mutual agreement between the parties to this Contract, or under arbitration
procedure as provided for above.
The Contractor sha'll rcport to the Architect each claim within 20 days after
occurrance of loss.
OOTOO GEIIERAL CONDITIOIIS OF TI{E CONTRACT
a - The General Conditions of the Contract for Constnrction, Standard Fom
4201 of the Anerican Institute of Architect, Eleventh Edition, is on file in
the office of the Architect and shall be considered a part of the Contract
Docunents as if it rere herein rritten. These specifications wi'll, however, take
precedence over and mdify any statenents of the above mentioned General Conditionsof the Contract.
OOSOO SUPPLEI,IEI{TARY COI{DITIONS
a - FAIR El,lPLOYllEl{T PRACIICES. In connectlon rlth the perfonnance of work underthis Contract or purchase orter, the Contractor of or supp'l ler agrees as fo1 lows:
(1) The Contractor will not descrlnlnate against any anployee or applicantfor employment because of sex, race, creed, color, or national origin. The
Contractor ri'll take afflnnative actlon to lnsure that applicants are enployed,
and that employees are tneated durlng €nployrent without regard to their
sex, race, creed, color, or national origin. Such actlon shall include, but
not be ljnited to the following: employment, upgrading, denotion or transfer,
recruitnent or rccruihent advettlslng, layoff or tennlnatlon, rates of pay
or other forms of compensation, and selectlon for lncludlng apprenticeship.
(2) The Contractor will, in all sollcitatlon or advertisenents for employees
p'laced by or on beha'lf of the Contractor, state that al'l applicants will
receive consideration for enploynent without regard to sex, race, creed, co'loror national origin.
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OO85O DRAilINGS INDEX
A1
A2
A3
A4
A5
A5
A7
A8
A9
A10
A11
412
413
A14
415
416
A17
A18
A19
s1
s2
s3
s4
s5
S6
S7
Site Plan
Bassnent Floor PIanFirst F]oor Plan
Second Floor Plan
Roof Deck Plan and Roof Plan
Room Finish Schedule
Door and tJindow Schedule
North and l,lest Elevations
South and East Elevations
Building Sections - A and B
Building Sections - C and D
Building Sections - E and F
Building Section - c
I'la'l I Sections
l{al I Sections
Detai I s
Deta i 'l s
Interior Elevations
Reflected Ceiling Plans - 1/8"
Foundation Plan
Garage Foundation PlanFirst Floor Framing Plan
Garage Roof Framing Plan
Second Floor Framing Plan
Roof Framing PIan
Structural Details
Plumbing Plans - L/8"
Basement Heating PlanFirst F'loor Heating Plan
Second Floor Heating Plan
Roof Deck Heating Plan
Basement E] ectrical PlanFirst F'loor Electrical Plan
Second F'loor Electrical PIan
Roof Deck Electrical Plan
P1
M1
M2
M3
M4
E1
E2
E3
E4
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I GEITERAL REQUIRETEI''
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are
(s)
(6)
b . UORK
(1)
(2)
(3)
(4)
DIVISION 1 . GENERAL REQUIREMENTS
O1OIO SUMMRY OF ltlORK
a - All architecutral , mechanical , eletrical , structural
necessary to complete for occupancy: Two condominims;
l{0T INCLUDED. The following items of work
Furni shings.
Lawn Sprinkler.
Car?et and Pad.
Security System
and related site development
three story with garage level
not a part of this contract:
Sound System
l,lindow Treatment
OIO18 OUNER FURNISHED ITEMS
a - AII furnishings are by hrner. Required mechanical , electrica'l or structural work
needed is to be performed by this Contractor.
01020 ALLolrA{cEs
a - This Contractor shall inc'lude the following allowances in hls base bid proposal.
b - The al'lowance amounts shall be net to the 0wner, and may be deducted in total
from the contract if desired. The amounts include no profii to the'Contractor.
c - Should the actual cost of such items be in excess of or less than the allovlancesspecified, the contract sum will be adjusted accordingly.
d - Allowances inc'lude all labor, material and delivery charges unless noted othenrise.
e - The 0wner reserves the right to require, frm the Contractor, two or more competitivebids for all allovance work.
f - Allowances:
g-
tjte
for
(1) Building signs and graphics: $2,000.00. (6) Toilet Accessories: $1,000.(2) Face Brick: G $240/thousand including (i) Brick pavers: 93OO/thousand;. tax and delivery to site (material only). (8) Kitchen Appliances: $8,000.(3) Landscaping: $25,000 for plant materiii. .(9) E'lectricai-Fixtures: 95,000.(10) Intercom System: $1,000.tt) Kitchen Gabinets and Vanities:, $25,000 (tt) 0rnamental Iron Address(5) Hot Tubs: tr,lo not to exceed $fO,OOO' Sign: $1,000.ftZl Hardware: $7,S00If the 0wner elects to remove any of the above descr:ibed work frcrn the contract,
General Contractor shall state in the proposal the percentage amount of the allowance
General Contractor's profit and overhead to be deducted from his proposal.
0100-1.
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OlO60 REGULATORY REQUIREI.IENTS
a - 1979 Uniform Bui'lding Code_by-!fie.City,of Valln-Colorado.
N.E.C.
N. F. P.A.
0.S.H.A. & lil.I.0.S.H.A. Regulations
ASHRAE 90-Zq
b - Building ls evaluated by Architect tq Dy Type VN. protected,
Use Group R-3- Publ ic Garage use Group 5-2.
c - Permits and certificates of approval shal'l be obtained and paid for by the
Contractor for the trade affected. The Contractor sha'll comply with a'l'l State
and Loca'l rules, ordinances and regulations inc'l uding, but not'l imited to, the
above'l isted regulations.
01150 PAYI.IENT
a - The Contractor shall submit monthly to the Architect three copies of AIA
0ocuments G702 and G703 ("Application and Certificate for Paynent" and "ContinuationSheet') properly fil'led out for paJment.
b - The Contractor sha11 present Sworn Statements and l{aivers of Llen with his
monthly statements of the amunts due to any laborers, mechanics, naterial mn
and subcontractors and shal'l furnish final waivers of'lien fron a'l'l laborers,
mechanics, material mn and subcontractors.
c - l{o extra rork or change shall be made unless in pursuance of a rritten
"Change Order" from the Architect signed by the (hner. The value of any such
work or change shall be determined by estimate and acceptance of lump surn.
O12OO PROJE T IGETIIIGS
a - The Contractor sha'l 'l hold progress meetings on-site as required, but jn no
case less than trice monthly.
b - Job site adninistratJon: This Contractor shall notify the Architect and
0wner of the person responsible for site administration and the approximate
amount of tine this person shall spend on site each reek.
O13OO SUBI{ITTALS
a - Constructlon schedules and progress reports shall be updated and submittedto the 0wner and Architect no 'less than monthly.
b - Shop drawings shal'l be submitted in triplicate to the Architect for review
and approval , and one sepia print for each drawing on those items called outin the specifications.
c - l,laterial,color and finish samples shal'l be submitted to theto ordering and instal l'ing, for the Architect,s approval . The
submitted are listed in the soecifications.
Architect prior
'ltems to be
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I0100-2
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d - After the award of the Contract, the Contractor sha'l I make up a scheduleof the estinated cost of the main branches of work based on the amounts, inc'l udedin the Contractor's estimates for the main branches of the work tota'l of which
shall equal the amount of the Contract. The va1ues employed in making the
schedule wi'l'l be used for only determ'ining partial payments and wi'l'l not be
considered as fixing a basis for additions or deductions from the Contract.
One copy of the schedule shall be fomarded to the Architect.
e - CERTIFICATES. Submit certificatlon to the Architect as follows:
(l) Carpet.(2) l{al lcovering.
01510 TEMPORARY UTILITIES
a - ELECTRICITY A!10 LIGHTING. The Owner shall provide all electric current requ'iresfor temporary lighting and power, and shall pay all charges in connection with
same throughout the 1ife of the Contract. The General Contractor shall provide
tenporary electrJc current which sha'll be made available to all Contractors. In
case any Contractor requires current in excess of the usua'l lighting circuit
capacity, the respective Contractor shall make arrangements with the Genera]
Contractor for additlonal service and provide a'li rirlng and accessories rrqulredfor such installatlon. The Genera1 Contractor sha'll furnish and insta'll w'iring
fron. the tenporary service and shal'l install outlets located at convenient points
so that ertension cords will rcach a1l parts. of the buildlng requiring curr€nt.
Each Contractor shall furnish a'l 'l extenslon cords, sockets,-lanps, eta., required
by his own use. l{hen the building construction has advanced to a point where
the permanent electric service becomes availab'le, the same nay be used for purposesof construction and testing rJth the approva'l of the Architect, and the Contractor paysall. charges for current over this servlce until the building ls tunred over to
and acceptable to the 0lner.
b - TEI'IPORARY HEATING. All heating requlred after enclosures of the building shall
be c'lassified as Tenporary Heat. The bui'ldlng shall be considered enclosed ihenit is roofed and has such protection at doonriys, rindows and other openings aswill provide a neasonab'le heat retention. The-Heating Contractor sha'll have theheating system in readiness for funish'ing ternporary hiat at the time the buildlngis enclosed. The General contractor shall fuinlsh all fuel for temporary heatuntil the build'ing is accepted by the Olner.
c - TEI'IP0MRY TELEPHONE. The Genera'l Contractor at the tim of initial construct'ti.on,sha'll contract for rnd provide in the Job office, a telephone for the use of all
concerned with the erection of the buildfng. The telephone shal'l remain duringthe entire duration of the constnrction of-the bui'lding.
d - TEI'IPORARY WATER. The 0wner wi] I orov'ide water at no cost to the General Contractorunti'l such time as the bui'lding is oicupied by the Orner. The Contractor shal1provide and later rsflove temporary distribution systesn to points of use.
e - TEI4PORARY SANITARY FACILITIES. The General Contractor shall provide for the
use of the workmen, ample sanitary toilet accomodations with sewer and Hater
connections as soon as such services are avail able. Unti1 construction has pro-
gressed to this stage, he sha'l 'l provide a proper outdoor privy which compliesrith City and County Health Departnent regulations. He shall keep such placesin a sanitary condition and, prior to the ionpletion of the Contrait, he ihal1
renpve same and leave the premises clean. 0100-3
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f - TEIIPORARY FIRST AID. F'irst aid kits shal'l be provided on-site during
constructi on .
01520 CONSTRUCTION AIDS
a - TEI-IP0RARY H0ISTS. The Contractor sha]l erect such temporary hoists,]adders,
ramps, runways and the like as required for hand'l 'ing material. Construction
and maintenance of these items shall be in accordance w'ith the requirementsof the manual of Accident Prevision in Construction as pub'lished by the Associated
Genera'l Contractors of Arnerica.
b - EIICL0SURES AND I{EATHER PROTECTI0N. The General Contractor shal'l provide
and maintain weather protection and heating as may be required to properly
protect al'l parts of the structure from damage during construction prior to
insta'l'lation of pennanent heating p1ant. This shal'l include protective coverings
and enc'losures, salamanders or stoves with vent pipes to outside of building,fuel and the necessary attendance. Fires sha1l be maintained for full days of
24 hours each for a period or periods as may be required or as directed by Architect.
c - The Contractor shal'l substantially brace and hold in place tenporarily the
various parts of the structure that cannot be maintained in their position with
stabi'l ity unti'l other connection or abutting parts or members are constructed
and pennanently secured. Provide against all damage from the elements, over-
loading of the structure, undermining or displacement due to conditions of thesite or to any method or construction.
01530 BARRIERS
lni.,?t[:ffii.1:o plants specifica1]y desisnated to be removed by the Architect I
b - The Contractor shall provide and maintain at hazardous location or operations, Iprominent warning,signs .or flags by day and torches or co'lored lights by night Iand such other safeguards against personal injury as may be necessary.
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c - At particularly hazardous 'locations, the Contractor nay be
temporary barricades or guard railings in accordance with local
requi rements.
d - Permits and fees for barricades to be the respons'ibility of
Contractor.
required to erect
municipal ity
the General
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01550 TEI,IPORARY C0I|TR0LS
a - ER05I0tt C0NTR0L. Contractor shall fol]ow the soi'l erosion plan supp'lied
by the Architect and approved by the local nunicipality. The guide'lines'laid
out for th'is project are based on the l,lichigan Unified Keying System of soilerosion and sedimentation control measures.
01580 PROJECT IDENTIFICATION SIGN
a - Contractor to prov'ide and insta1 I one job sign 4'x 8' in area, design and
colors by Architect.
0100-4
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01590 FIELD OFFICES & SHEDS
a - The General Contractor shall provide and maintain a temporary office and
storage shed for the use of all trades.
01600 MTERIAL & EQUIPI'IENT
- a - Genera'l Contractor is to safely transport and hand'le a'l 'l equipment to, from
I and on the site, and shall be responsible for any resuiting damages during trans-r porting and handling.
b - Materia'l shall be stored and protected so as not to be damaged by weather,
construction or other adverse conditions. If any materials are to be storedoff-site, General Contractor shall not'ify Architect of materia'l and 'l ocation.
c - SUBSTITUTIONS AND OPTI0NS. Reference in the Specifications to any art'ic'le,
device, product, material , fixture, form, process or type construction by name,
make, type or style sha'l'l be interpreted as establishing a standard of quality
and shal'l not be construed as limiting competition.
However, unless othenvise speclfically provided in the Agreement, the fo1 lowing
provisions shal'l apply:
(1) t{here the Specification mentions only one such namer make, type or
style, the Contractor shall base his bid on and employ such subcontractor,
fabricator or.process and shal 'l furnish such named make, style or type
regardless of any reference to the phrase "or approved equal", or otherto that effect, However, in the interest of cost contro'l the Contractor
may Propose an a'lternate of equal quality to the 0wner and Architect who
may, at their opt'ion, accept or reject the altemate.
(2) l,lhere the Specification mentions more than one name of subcontractor,
fabricator or process, or more than one name, make, type or style ofartic'le, materia'l or equipnent item, the Contractor shall fumish oneof the naned makes, types or sty'les, unless he notifies the Owner and
Architect in writ'ing of the reason for substituting another product,
make, process, etc. The Orner and Architect at their opt'ion can acceptor reject the alternate.
01650 STARTING OF SYSTEMS
a - Contractor shall be responsib'l e for disinfecting the domestic water'l ines
as stated in Division 15.
01560 TESTING, ADJUSTING & BALANCING OF SYSTEI'IS
a - A1'l mechanical and piping systEns shal'l be tested and adjusted as detai'ledin Division 15.
b - The air handling system sha'l'l be balanced in accordance with the mechanical
drawings and as detailed in Division 15.
c - The electrica'l system shall be tested as detai'l ed in Divjs'ion 16.
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I 0100-5
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tO17OO CONTRACT CLOSEOUT
a - Contractor shall remove debris and clean al'l areas of the building' including Iitoo"i, counters, g'lass (inside and out) and any areas of wa1 I or ceiling surface I
that may require cleaning.
b - The Contractor shal1 replace a'll glass throughout the building which _is broken'
cracked or otherwise injurei during construction and'leave al 1 lights whole and'in
good condition at completion.
c - The Contractor sha'tl supply the Architect with a copy of field docunents
showing as-bui'lt conditions io- the Architect may make his proiect record documents
accuraie with resPect to actua'l 'locations and instal'lations.
d - Contractor sha'l I supp'ly the 0wner with copies of equipment and operation and
maintenance data on all maior systens.
e - Contractor sha'l 'l demonstrate equipment, mechanica] and electrical systems
operations to the Orner to fami'liarize the Owner with the operations of these
systems.
f - Unless otheruise specified herein, the Genera'l Contractor sha'l'l guarantee_a11
of his work for one yeir from the date of comp'letion. If defects should develop
in any materials or worknanship within this time, the Contractor shall, uPon written
requiit fron the 0wner, promptly repair and remove, rep'lace or otherrise make good
such defects without cost to the funer. 0ther warranties, bonds & guarantees as
stated in the specification d'ivjsions sha'l'l also apply with respect to the part'icular
item mentioned.
g - De1 iver extra stock to the Owner before final paynent and inc'l ude the follow'ing:
Acoustical Panels
Resil ient Flooring
Carpet Scraps
Paint
(1)
(2)
(3)
(4)
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I0 100-6
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SITE}IORK
DIViSION 2
Section 02100
Section 02200
Section 02600
Section 02700
Site Preparation
Earthwork
Paving & Surfacing
Drainage_& Site Util ities
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SITE PREPARATIONI SECTIoil 02100I
I r.o GENERALI
1.01 GENERAL COIIDITIONS
f a - The work under this section is subject to the General Conditions set forth
in Division 0 of this speclficatlon.
I b - This Contractor shall read 0ivislon 0, "Instructions to Bidders", (OO1O0),r for complete c'larification of the work.
I 1.oz scoPE oF uoRK
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a - Provlde labor, materials, equipment and supervision required to conplete
I work of this section to the full intent of the drawings and specifications.
I b - Deliver to the other trades nnterials installed by thenr.
I r.03 RELATED t{oRK spEcIFrED ELsE-ut{ERE
I Earthwork Section 02200
I Paving & Surfacing Section 02600Landscaping Section 02800
r 1.04 l,l0RK BY 0THERS
I a - PUBLIC UTILITY EXTENTIONS AND L0CATI0I{. Utillties to be installed and/orI requ'ired by construction, must be installed and coordinated with the owning utility
company. Any fees or other costs assessed by the utility company relative to theI instal'lation and/or re'location shal'l be paid by the General Contractor.
I 1.05 OI{NER'S SALVABLE !.IATERIAL
I r0 REMAIN THE pRopERTy 0F THE ol,rNER shar l beI delivered to the Owner and stockpi'led in an area designated by the Architect.'
I 1.06 REQUIREMENTS OF REGULATORY AGENCIESt
a - UTILITIES SHALL BE INSTALLED in a manner that meets the requirements of the owningr util ity company and local codes.
I 1.07 PROTECTION
I a - PR0TECT EXISTIT{G TREES, designated to remaln, from damage caused by unnecessarycutting: breaking, skinming of roots and bark, vehicular triffic, and itockpiledr materia'|. Provlde and install snow fence or other approved mateiial to surroundI the trees at,the "drip line". Repair damage to rcoti'and limbs over Ii inchr sraneter as directed by the Architect.
I 2.0 PRo0UCTSr 0210-1
3.0 Execut'ion
3.01 CLEARING AND GRUBBING
a - THE CoNTRACT0R IS REQUIRED to notify the Architect two (2) weeks prior to..
Coflmencement of tree remova]. Trees to- be saved shal I be marked and protected by
methods approved by the Architect. Remove a'l 'l dead trees, a1l stumps and roots
of removed trees or of trees prev'iously removed, grub out.
b - CLEARING AND GRUBBiNG shal'l apply to al'l areas to be regraded. Clear trees'
except those marked to be saved, logs, StUmps, brush, vegetation, rubbish'-stones'
boulbers, and other objectionable oi perishible materials within contract iimit
'l ines to 18" be'low original grades.
c - Al'l removable debris described above becomes the property of the Contractor
unless otherwise directed by the Ovlner, and sha'l 1 be promptly removed from the
property, or disposed of on the site as directed by the Architect.
d - BURNABLE IUTATERIAL may be burned on the site subject to the follow'ing conditions:
(1) Full compliance with city, county and /or township ordinances.
(2) Approval of burn'ing area by the Architect.
(3) Adequate protection is provided to prevent spread of fire.
(4) Any damage caused by fire is corrected, repaired or replaced by
this Contractor without cost to the 0wner.
e - Protect all trees to remain w'ithin the contract limit lines from damage o|injury
by any construct'ion operation or equipment, from abuse by workmen or from any other
danger that might arise as a result of this work.
(1) Erect suitable.bariers around trees to be protected.
(2) Any damage to trees resulting from insufficient protection shall be
repaired by a competent tree surgeon to the satisfaction of the Architect
w'ithout cost to the owner.
f - Clearing and grubbing sha]l be done prior to stripping of topsoil.
3.02 REI,IOVAL OF STRUCTURES
a - REl.l0VE 0N AND AB0VE GRADE STRUCTURES, including surfacing and pavements, slabs'
poles and otheritems shown on the drawings.
3.q3 prsPosAL
a - TRANSP0RT l.lASTE MTERIALS, resulting from clearing, grubbing, and removal
operations, to an offs'i te area and 'l egally dispose of it.
3.04 STRIPPING AND STOCKPILING OF TOPSOIL
a - EXCAVATE T0PSOIL completely in bui'l ding, pavement areas, and e'l sewhere to a
depth of 4 inches and spread on areas graded and prepared for topsoil appiication
and/or deposit in stockpiles. Keep topsoi'l separate from other excavated materials.
02L0-?
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b'Before removing topsoil, al1 vegetatlon of a height greater than one foot shallbe reduced to a height of-approximately 6 inches. A]l such vegetation, brush,stones' rocks, and other foreign or objectionable material shall be removed anddisposed of off the (hner's property li the Contractor. If soil or weathe" ionOi-tions are unsuitable, the Contractoi'shall cease and resune removing iopJoit up6norders from the Architect.
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EARTH}IORK
sEcTroN 02200
1.0 GENEML
1.01 GEIIERAL COI{DITIONS
a - The rork under this sectlon ls subJect to the General Conditions set forth
in Dlvlsion 0 of thls specification.
b - This Contractor shall read Division 0, "Instrtctlons to Bidders"' (00100)'
for complete clarification of the work.
1.0-2 SCoPE 0F ,lroRK
a - Provide labor, materials, equipment and superlvlsion required to cmP1ete
wrk of this section to the full lntent of the drawings and specifications.
b - Dellver to the other trades naterlals installed by them.
1.03 RELATED IIORK SPECIFIED ELSEI.IHERE
Site Preparation
Paving and Surfacing
Drai nage and Uti'l i ti es
Landscapi ng
1.04 PROTE TION
Section 02100
Section 02600
Section 02700
Section 02800
a - UTILITY REIOVAL. Beforn the Gontractor begins his grading oPerations, he
shall confer rith the owners of any underground or overhead utilities which may
be on or ln c1ose promity to the grading areas, and shall arange for the_necessary
disconnection of these utilities in accoid with the regulations of the utility
companies concenred. The Contractor shall take such measures as the Architect
may direct ln protectlng these utllities properly throughout the period his grading.
operatlons are ln pnogress. The party or parties owning or operating overhead
or underground utilities sha]l perform the actual rork of moving, repairing, .reconditioning, or revising the'uti'lities, except as otheruise specified in this
section. Hhenever and wherever such operations are undertaken by the owners ofutilities, the Contractor shall cboperite to the extent that anple protection of
their work will be provided, so that the entire rork as comtemplated may be
expedited to the best interests of all concerned, as judged by the Architect.
b - PROTECTIoI{ 0F EXISTING SERVICE LII{ES AtlD I'TILITY STRUCTURES. The existing
service lines and utlllty structures shorn or lndlcated on the drawings, the location
of whlch ls knom to the Contractor prior to excavation or construction of fills
or embanknrents, shall be prctected and safeguarded frm damage during grading
operations and, lf damaged, shall be repaired by the Contractor at his expense.
The above provisions are applicable to all service lines or uti'lity structures,all or any portion of which protrudes above the original ground surface or'lies
beneath the ground surface within any grading area. Any existing l'ine or utility
structure which is not shown on the drawings, or the location of which is not known
to the Contractor in sufficient time to avoid damage, if inadvertently damaged,
shal1 be repaired by the Contractor, and an adjustnent in payment wi'll be made by
the 0rner at rates determined and approved by the Architect.
0220-r
c - pRoTEgrI0N oF EXISTIilG STRUCTURES. The Contractor shall- guara against' and
Oe reiponiiUie ior, iny movement, settlement, or collapse of sidewalks' structures'
i"a'""[iie-una utitiiies. The Contractor shall rgpair damage dong-t9 the_Owner's
pioperti 6"-anv oitrer property, on or off the-preni3es,. by. riason of required.work.
itri'Coniractodshali aieqirateiy brace atl walli durlng backfilling and compacting
operations.
d - pRovIDE FoR SURFACE DRAINAGE during the period of construction in a manner
that rill Protect netly graded and a{acent areas.
e - pR0TECf ALL EXCAVATI0IIS rlthin the area of construction from the action
of the eienrents. Keef ercavation free of water during the-entire progress of
COnStrUCtlOn, regardllss Of the cause, Soutte' or nature Of the water.
f - EROSI0N COI{TROL. Every precaution and tenporary measure shall be taken'
such as temporarY seeding,- tb prevent damage from.eroslon of. freshly^9r1199-
aneas. ThiS shall apply to danage of newly graded areas wlthin construcllon
limits and darnage to-idiacent properties by eroded naterials.
2.0 PRopugrs
2.01 FILL IIATERIAL,
A . FILL I'IATERIAL FOR I{ONSUPPORTING FILL AREA ShAII bC AII SUitAbIE NAIETjAI
removed frqn excavation and oyer excavation areas. l,laterials which contaln.greater
itrin iive perceni rinei (passing the 200 sieve) and rhlch are in I saturated'
ioncmpaitible state straii Ue hiuled off the site to a locatlon se'lected .by the
ioniriiior ind appr.oved by the Architect. Thls material nay.be-scari.fied and
iiio,.ed to dry tb'optimr^rnmoisture content and then compacted if conditions permit-
b - GRAI{UI-AR FILL. Use a granular material which ls penlous, prevents capillary
action, and confonns to the follouing requirements:
100 percent passing the 3/4 lnch size.
Less than 15 percent passing the 100 sleve.
Less than flve percent passing the 200 sieve.
2.02 STRUCTIJRAL FILL
a - STRUCIURAL FILL shall be onsite materlals obtained from the excavation areas.
Structural fill shall be free of organic material and misce'llaneous debris' and
sha'll nreet the requirements of borrow materials above.
2.03 T0PS0[
a - T0PSo!L FoR LAltl{S At{D PLAI{T I,IATERIALS shall be an organic naterial free of
deleterlous materlal. Haul topsoil to the site fr^onr an onsite stockpile location
selected by the 0wner and approved by the Architect.
3.0 EXECUTIoII
3.01 PREPARATION
a - VERIFY EXISTING GRADES and adjust as required for paving and bui'ldino constructioJ
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b - NoTIFY UrILITY CoI,IPANIES nhich have utilities that interfere with construction
and arrange for their disconnection.
3.02 EXCAVATIoI{
a - EXCAVATE to the lfnes and grades indicated on the Drawings. Place suitable
excavated material as fill as specifled and shornonthe Drawings. During con-
struction, excavate and fill in a nanner and sequence that will provide drainage
at all tlms. Excess excavation shall be hauled offsite to a location selected
by the Orner and approved by the Architect.
3.03 PREROLLING
a - PRER0LL T?lE SUBCRADE after stripping and excavation to the required subgrade
elevation in all areas to receive structural fill or support foundations or Pave-nents. Preroll to a firm, compact, nonyielding surface uslng a roller, loaded
dup truck or other suitable heavy equipment.
3.04 oVEREXCATI0TI
a - 0VEREXCAVATE ISoLATED SoFT SPoTS that becone evldent after str'lPping and during
prerolling ln the building and pavement areas. 0verexcavate down to firn stable'soil and ieplace with structurai fill compacted as specified. Soft spots due to
€xcess misture content may be scarified and allowed tb dry to optimm moisture
content and reconpacted, if reather pennits.
3.05 FILLIIIG
a - C0I{STRUCf FILLS 0R E!,lBAtlKtiENTS at'locations and to lines and grades indicated
on the Drawings. Completed fill shall correspond to the shape of the typical_
sections shoun on the-Drarings, or shall nreet the requirgnents of the particular
case. All sultab'le naterlal-renpved from the excavation shall be used ln fornlng
the necessary fil1.
b - SIRIP 0R REI.OVE VEGETATI0II, such as ttots, bnrsh, heavy grorth of grass'
decayed vegetable natter, nrbbish and other unsuitable material rithin areas
upon-which-fill ls to be placed, before fl'll is started. ObJectionable mater'lal
shall not be allored to rhain in or under fill area. Plow or brcak up sloPed
ground surfaces upon which ffll ls to be placed, in such a manner that flll material
ittt Oona rith existlng surfaces as directed or rpproved by_the Architect. -Groundsurface that slopes steeper than four to one upon rhich fill is to be placed shall
be stepped before recelving flll materials.
c - PTACE FILL Al{D STRUSIUML FILL ln successive horizontal layers no exceeding
l0-fnches lnloosedepth. Compace flll by rolllng with an aPproved tampllg roller
or other neans appnoved by the Architect. Extend structural fill in building
areas a minimm bi S-feet beyond the foundation limits, then doun and out to the
strlpped, prer"olled surface.- Extend structural flll ln paveilent areas a minimum
of 3-feet beyond the edge of pavenents.
d - SPREAD T0PS0IL, upon conpletlon of rcugh grading, to a unifom depth of 6-inches
over all areas graded mder this Contractnbtieceiving other surfacing or in the
building area. -Before spreading topsoit, graded areas shal'l be scarified for a
depth of 3-inches, and settlements and washes sha'll be rePaired.
0220-3
e - FII{ISH EXCAVATI0T{, FILLS, At{D EI4BANKI'|EI{TS in areas covered by the project,
including excavated and filled sectlons and adJacent transition areas, to uni-
formly slnooth finish grades. Fin,ished surface shall be reasonab'ly-smooth,_con-
pactei and free frsn irregular surface shanges. The degree of finlsh shall be
that ordinarily obtainabli from blade grader operatlons, except as othetaise
specified. Finished sur.face shall be no nore than 0.15-foot above or belor
estab'lished grade or approved cross sectlon. Swales. shall be finished so as
to drain rcadily.
f - pRoTEcT solLs It{ THE SUILDING AREA, and wlthin lo-feet of the building peri-
nnter, agalnst misturc content fncreases throughout the construction period..
Footing ind utlllty excavations shall be exposed for as short a time as practical
and, if water enters the excavations, the softened soils shall be renoved com-
plete'ly or a'llored to dry beforc footings or floor slabs are placed. Swales
itratt Ue kept a ninimun bt eO-teet away frm exterior ralls, urless otherrise
shown on the Drarings.
3.06 COI,IPACTIO}I OR FILL
a - llET 0R DRY FILI AllD BACKFILL by aeration and then corpact to a least the fol-
lowing percentage of naximum denslty, at a moisture content ulthin the limlts
specifiid abovelor belou opeimm molsture content, as determined by Test Pro-
cedure Asrl'l D 15s7' ihterrar orliffiti"i:l#""[r:i:#
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Fill, nonsupporting
Backflll for building and utility trenches
Structural Flll beneath footing and floor
slabs. Stnrctural Flll beneath ualks
3.07 GETIERAL EXCAVATION
a - EXCAVATE fn accord with the Contract Doctments and ln a manner which ensures
reasonable accuracy ln preserving lines and levels shown on the Drawings. Excavate
for buildings far enough beyond wall line to pennit renoval of forms.
b - EXCAVATE TREI{CHES included in the bullding. Carefully maintain minimtm width
and ln no ray lmpair the bearing value of any footing or foundation.
3.08 FooTIilc EXCAVATI0II
a - CUT F0OTII|G EXCAVATIOI| vertically frm the ridest part of the footing. Under-
cutting for footing proJections ls not permitted.
b - REI0VE SURFACE I|ATER from footlng excavations lmediately and do not al1owit to stand.
c - P0UR FOOTII|GS inmediately after excavation ls completed. The last 4--inchesto 6-inches of subsoil shall not be renoved until preparations are conplete for
pouring footings. Place concrete for footings which bear on earth on undisturbedsoll ln accor{ rith Section 02200. l{hen footings aIE inadvertently overexcavated
belor e'levations shown on the Orawings, the footing shall be fl]led to the Properlevel rith concr€te.
OZZ'-4
85 percent
95 percent
95 percent
92 percent
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d - uNExpEcTED SUBSURFACE C0NDITIoI{S. l{here suitable bearings are-encounteredit Oiiiireni-ifivitiiiir'J-irom itroii indicated on the Drawings, the Architect shall
airict, ln rriting, that the excavation be carried to elevations above or be]ow
thoie indicated oi-tlii Drawings. A(iustnent ln paynnnt sha1l be nade in accord
rlth the tenns of the General Conditions.
3.09 SLAB-0il-GRADE
a, - bVngXCnVntfOf. Ihere excavation ls made below the elevations indicated on
ihe Draw{ngs, restoFe the excavation to the proper elevation in accord wlth the
procedure ipecified for fllllng.
3.10 EACKFILLING
a - SUpF0RT I|ALLS LATERALLY in accord with the structural notes on the Drawings
rhileihefill or Uacfitti-ts placed and conpacted agalnst walls and untll per-
nanent lateral suPport ls ln Place.
b - PLACE BACKFILL for stnrctunes In horizontal uniform lryers which are not to
ixceeO 8-inches. Bring each iayer up unifonnly on.all sldes of the structure and
t-tirougtriy iomiit usi;g ftunaiii coirpaction oi othen methods approved bv the
Archltect.
3.11 PROTECTIOT{
a - pR0TECI SoILS Il{ T}tE BUILDIT{G AREA and within Z0-feet of the bullding perlmeter
iEainsi noisture content incr.eases throughout the construction period- Footing. -iii'iititiii-iiciviiiont-strait-bi exposed-for as short a time as practical and' if
water enteis the ercavations, removi the softened soils completely o_r_allow to dry
beforc footings or floor slabs are placed. Keep swales a mininun of ZO-feet away
frqn exterlor walls.
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PAVIIIG & SURFACIIIG
SECTION 02600
1.0 GENERAL
1.01 GENERAL COIIDITIOI{S
a - The work under this section is subJect
in Dlvlsion 0 of thls specification.
b - This Contractor shall read Divislon 0,
conplete clarification of the work.
1.02 SC0PE 0F IORK
a - Provide labor, naterials, equipnent
work of this section to the full intent
1.03 RELATED }IORK SPECIFIED ELSE}IHERE
Concrete Fonuork
Expansion Joints
Concrete Reinforcement
Cast-In-Pl ace Concrete
Expansion Joint Sealant
r.04 ENVIROI{II,IENTAL REQUIREI'IEI{TS
a - IJEATHER. Asphaltic concrete
face area ls dry, the reather ls
1.05 SUBI{ITTALS
Conditions set forth
8ldders", (00100), for
to the General
"Instruction to
and superrision required to conplete
of the drawings and specifications.
Section
Section
Section
Section
Sectlon
03100
03150
03200
03300
07900
a - DESIGT{ l,lIX FoR ASPHALT set forth in these Specifications is to estab'lish a
quaf ity of pavement. In sone areas of the countra, the aggregate mixture may. be
dnavaliable or uneconomical]y feasible. In this tase, subrnit a design mix' which
is equal or better than the iesign mix speclfied, to the Architect' in 99c9$with'the General Condition and Gineral Riquirements. The submittal sha'll llst
the aggnegate nlx, percent of asphalt cemint, Percent of compacted density' and
percent of voids for both base and surface courses.
2.0 PRODUCTS
pavement shall be constructed only when the sur-
hot rainy and the tcnperature ls at least tt0F.
Entrance slabs, curbs, sidewalks'
concrete paving and other site
improvenents.
2.01 C0]{CRFIE IIATERIAL ND l,lIXES
a - C0NCRETE MATERIALS AND MIXES shall be as specified in Sectlon 03300 for air-
entrained concrete, and shall have minintm conpressive strength as follows:
4,000 lb./sq.in.
UZOU.I
2.02 concnm nilnroRcEttEttt
a - REII{F0RCEMENT shall be as specified in Section 03200.
2.03 JOINT T,IATERIALS
a - EXPAI{SI0N JOIllT FILLERS FOR C0I{CRETE PAVII{G At{D I{ALKS shall be as suecified inSection 03150
b - J0I!{T SEALING I'|ATERIAL FOR C0NCRETE PAVING AllD }lALtG shall be soecifiedln Sectlon 07900.
3.0 EXECUTIoN
3.01 SUBGRADE PREPARATIOII
a - SUBGMDES FOR DRMS, PARKII{G AREAS, IIALKS Al{D OTHER STRUCTURES sha]] be shaped,
dressed, npistened, and compactgdroy€rEXCEvated and recompacted as required. The
subgrade shall be tested for crown, elevation, and density in advance of placingpavsent. Soft or unsuitable material shal'l be renoved and replaced with approvedmaterial. Lov sections, holes or depresslons shall be brought to required grades
with approved material and the entire subgrade shaped to llne, grade, and crrss
section, and thor.oughly compacted as specified.
b - SUBGRADES FOR C0NCRETE PAVING shalt be rol'led with a rubber-tiredroller until the area is smooth and free frqn clods.
c - APPLY S0ILS STERILANT over al1 aspha'lt pavement subbases as per the manufacturerrs
di recti ons.
3.02 COilCRETE C0NSTRUCTI0I|
a - F0Rlll{ORK shall be structurally sound and rigid, and shall conform in section
and dimenslon to the Drawings. Fbrms sha]l be subject to the approva'l of the
Architect. Fonns shall be oi'led each tine they are used.
b - PLACE C0I{CRETE to meet the requirenpnts specified in Section 03300.
c - PLACE CoNCRETE PAVING, SIDEIIALIG AND DRMS upon compacted subgrade, with forms
secure'ly set to prrvide proper thickness and surface elevation as shown on the
Orawings. Concr€te shall be struck off and tamped. Float sur-face and remove
excess laitance or rater. Check concrete while it is plastic, with a I0-foot
straightedge placed at S-foot intervals and overlapping S-feet on each check. l{o
deviatlon of npre than l/8-inch shall be allowable. llalks and drives shal'l be
rough broom finished.
d - COI{CRETE FOR CURBS shall be spaded, tamped and spaded to produce a dense con-
crete ln which mortar has been worked into the surface. Concrete shall then be
struck off to the r"equired cross section and the upper face of gutter slab' front
face and top of curb shall be smoothed rith a wood float. Exposed corners shall
be edged. Uhen ccnpleted, the sur-face of curb and gutter shal'l be straight and
true, shall confonn'to the shape and dimnsion shown on the Orawings, and shall have
a first-class float finish of sandy or gritty texture.
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e - JoINTS AilD EDGES FoR C0I{CRErE PAVIT{G, CURBS, }lALl(s and other concrete site
lmprovements shal1 be tooled and rounded. Joints shall be vertical ' located and
finished as shown on the Orawings.
(1) Contraction Joints may be sawed on drives and curbs.
(21 Clean, Ory and Fill Joints as soon after the end of the curing period
as reather permits. iloints shall be filled rithout spilling and excess
naterial shall be renoved.
f - C0VER AND PROTECT CURING CONCRETE fron noisture evaporation, rapid temperature
change, rain, flowlng water and mechanical injury during'a period of'at leait 72
hours irmedlately folloring the finishing. The protective covering (curing method)or combination of method, shal'l be approved by the Architect. The use of a coveringmaterial which contains sugar or becomes contaminated with sugar in any form,ta1lic acid' or any other substance considered detrimental to portland-cement,will not be pennitted. The initial curing mediun shall be effective and applledto prevent checking, cracking and the appearance of dry spots on the surface ofthe concrete. The sides of concrete slabs exposed by the remova'l of forns shallbe protected irnrediately to provide contlnuanie of curing and prevent injury of slab
edges and the underlylng subgrade. t{hen 1t is expected during'the progress-of rork
and beforc concrete has attained final set, that the temperature nay fall below
39F, a sufficient supply of straw, hay or other material, suitable in the opinionof the Architect' must be naintained on hand on the project site to cover the con-crete and adequately Prctect its surface and edges against fi"eezing until it is atleast tcn days old.
S - t4AT CURING. ihts of burlap,'cotton or other fibrous material having sinilar
water absorptive prcperties shall be thoroughly wet, when apP'lied, and kept con-
tinuously ret and ln intimate contact with the covered surface for the duration
of the curing period. ihts shall be uniform in thickness, sha]] weigh not'less
than 20-ouncis per square yard rhen dry, and shall be capable of absorbing at least
one and one-half times their weight of rater. If burlap is used, it shall be used
in'rultiple, not single layers. ihts shall be approved by the Architect.
h - l,lEl'GRAl,lE CURING C0l,lPOUllD. No conpound shal'l be used until lt has been approved
by the Architect.
(1) Appllcation. Curing cdilpounds stritt Ue agitated thoroughly during use,
and shall be sprayed uniformly, in a single coat, by aPproved sprayiog-equip-
mnt on concrete surfaces, at a rate recfimended by the manufacturer and
based on noisture retention tests. Application sha'll be made innediate'ly
following the final finishing operatlon.
(2) Protectlon of Treated Surfaces. Concrete surface to which membrane
compounds have been applied shall be kept free from foot and vehicu'lar
traffic and all other sources of abrasion for a minimtm period of 72 hours.
3.03 FIELD QUATITY COIITROL
a . TEST CROI{I{ PROFILE, GRADE AIID TOLERANCE OF FII{ISH SURFACES after iNitiAI COM.
presslon. Correct variations by removing or adding naterial before rolling con-
tinued.
b - ilAKE C0l,tpAgfloil TESTS on one sample for each 500 square yards of asphaltic
concrste materlal or fraction thereof.
0260-3
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DRAINAGE AND SITE UTILITIES
sEcTroN 02700
1.0 '
GET{ERAL
1.01 GENEMI CONDITIOIIS
a - The vrort under this section is subject to the General Conditlons set forth
ln Division 0 of'thts spdclflcatlon.
b - This Contractor shall read Olvislon 0, 'Instructlons to Bldders", (00100), for
cmplete clarlficatlon of the rork.
1.02 SCoPE 0F r{oRK
a - Provide labor, material, equipment and supervlsion required to conplete work
of this section to the full lntent of the drarings and speclflcations.
1.03 RELATED I.IORK SPECIFIED ELSEI{HERE
Site Preparation
Earthwork
_ Concrete Fonmrork
Cast-In- P'lace Concrete
Section 02100
Section 02200
Section 03100
Section 03300
1.04 PROTECTIOII OF EXISTING WILITIES
a - VERIFY RIE EXISTB{CE AND L0CATIOI| 0F U]{DERGR0UI{O IJTILITIES along the route
of *ork. 0misslon frrm, or inclusion of, utility locations on the Drawings is
not to be considered as the nonexistence of, or a definite locatlon of, exlsting
undepground util ities.
b - PR0TEgf EXTSTING TTTILITIES frm danage due to the operations of the Contractor.
Any danage to utilities rill be rcpaired at the expense of the Contractor.
1.05 SUBMITTALS
a - SUBI,|IT SHoP DRAIdINGS AND PRODUCT DATA to the Architect in accord with the
General Cond'ltions and General Requirements. Submittals shall be in accordance
*itf, tn"-Ciiy of Adrian utility sdandards and shal'l include, but are not limited
to, the fol'lowing:
Pipe and Fittings Manhole Covers and Frame
Pressure and Leakage Test Results Manhole Step - -Pressure Reducing [a1ve Precast Manhole Section
b - suBllIT RECoRD DRAWINGS to the Architect within ten days after completion of
the installation. Record Drawings shall show the location of the water mains.
Medsure the main frnm the back of curb or edge of street pavement.
0270-L
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i1.05 PROTECTION OF IIATER SUPPLIES
a - LAy I|ATER ilAIltS pARAtLELIttG SN{ITARY SEUERS at least lo-feet horizontallv fran
iny iitsiint or pruposed sewer. l{easure itri-aistance frm face to face of Plryl:-, I
idappr.oveA-by tire hrchitect, or shown on the 01aw!ng1'-the rater nnin may be.Iald I
iioiiF to-itri-saer, providei that the water nain ls-'lald in a separate trench or
on in undlsturted sieif located on one slde of the saer at such an elevatlon that I
the bottorn of the rater main ls at least l8-lnches. above the top of the sewer. t
b - tdHERE }|ATER ilAIilS CRoSS oVER SEIIERS, providea nlnlmran vertical_separation of I
l8-lnches betreen the exterior face of the pipes. If an l&lnch clearanc9 cin- . -. I
not be obtained, or rhere the water nain nust cruss under sflers' ttconstruct exlsting-
seter or construct net sfler of cast or ductile lron, asbestos cement' or pre-
stressed concrete priisure-prpe io-i oisiinii io-reei elther side of ihe riter main. I
Center one iull leigth of watbr maln at the crossing so that both Joints shall be I
as far fi.m the se*ir as possible. In any case, where the water maln crosses under
:l.O;il::, provide an l8-inch minimun verilcal clearance betreen the exterior face
Iffi., t
r - PERFoRATED F0IfiDATIOI{ DRAIIIS PIPE shall be a con'ugated polyethylene-tubing, I
and shall meet the rcqulrements of AST}I F rO5 and SCS 505. The pipe shall be t
nade of Type III, Grade 4, Class C, hlgh density polyethylene whlch meets the
requirenreils or Aml tZ+9. Perforitions shall be slots approximately.l/16-inch Ix i-lnch, spaced 120 degrees apart around the perlmeter and l-1/2 inches along I
the lengih.' Plpe sha'll-be 4-iirches in dlameter, and shall be manufactured ln
:t:t:ilJ'J.lrtlltl;ar berprt run, coarse sraver mix, rree or I
large quantlties of fines.
2.02 STORil SEI|ER mLErS I
a - SToRI{ SE}IER AREA I}ILFIS shall be cast-ln-place or precast sectlons which meet Ithe rcqulremnts of ASTl,l C 478 rith the shape and dinensions as required by the Drawinl.
b - IilLFf RMG AllD'C0VERshall be gray iron rhlch meets the requirenrents of ASTII A tf8.
The ring and cover shall be as shorn on the Drawings.
c - INLEf FRAIIE AllD GRATE sha.ll be cast lron which nreets the requirements of
ASTlil A /18. The frame and grate shall be as shown on the Drawings.
2.03 SANITARY & SToRll SEIIER PIPE AND FiTTINGS
a - II0NPRESSURE PIPE Al{D FITTIT{GS shall meet the follmlng requlrenent:
(1) Po'ly Vlnyl Chloride (PVC) pipe schedule #40.
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b - LUBRICAI{T FOR PIPES hfITH RUBBER RING J0It{Ts shall be water soluble, nontoxic
utdnondestructive to the pipe or gasket. The 'lubricant shall have an easily
lPreadable consistency at a'll operating ternperatures, and shal1 provdie adeluatelubrication for assembly and re-assembiy, ii requiredn after 20 irinutes. triOri-cant shall adhere satisfactorily to wet pipe.
2.04 litAilHoLES
a - PRECAST t'tAt{HOLE SECTI0I|S sha'll meet the requirements of ASTII C 478 rlth Type IIportland cefiEnt. Sizes, shapes, and details of the manhole shall be as shorn-
on the Orawfngs.
b - !,|ANHOLE RMG Af{D COVER shall be gray lron, and shall meet the requirements of
ASTU A €. The ring and cover shall-be-as shown on the Drarings.
c - ltlAl{H0LE STEPS shall be equal to l{eenah R-1980-E manufactured by lleenbh FoundryCo. Paint rith coal tar enamel prrtectlve coating.
d - IORTAR shall consist of one part portland cenent and tlo parts of sand by volr,me.
2.05 COI{CRFTE ilATERIALS AT{D I,IIXES
a - COI{CRETE I,IATERIAL At{D IIIXES shall be as specified in Section 03300, ConcreteCast-In-Place, for alr-entrained concrete, ani shall have a mininun coripressivestrcngth of 4,000 psi at 28 days.
q - il0RTAR FOR al0llfiIl{C Al{D PLASTERIT{G 0F l,lAllHOLES sha'll consist of one part port-
land cenent rnd Bo parts fine sand.
2.06 IIATER DISTRIBI'TIO'{ PIPE
a - SEAI,ILESS C0PPER PIPE shall be soft snper, Type K, which neets the requirenentsof ASTl,l I88, with brass canpresslon or flared jbint ttttings.
b - LUBRICAI{T FOR PIPES I{ITH RUBEER RII{G JOINTS shall be rater so'luble, nontoxic,
unable to supPort bacteria growth, impart no objectionable taste when dissolvedin the_rater, and nondestructive to the pipe or-gasket. The lubricant sha'll have
an easily sgrcadable consistency at all bpbrating tenperatures, and shall pr^ovide
adequate lubrlcation for assembly and rc-assernbly, lf rcquired, after 20 minutes.Lubricant shall adhere satisfactorily to ret ptp!.
2.10 CHLoRI|{E
a. - CHL0RII|E FOR DISIilFECTIOT{ shall metchlorite shall met ttre requfrearenis-'oi
the requirements of FS BBC-120. Hyeo-
FS 0C-114, Type II, Grade B, or fS b-S-eOZ.
0270-3
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3.01 EXCAVATIOI{ AT{D TREIICHI}IG
a - PERF0RI{ ALL EXCAVATI0T{ of every description and of whatever substances are I
encountered to the depths indicated on the'Drawings. Pile excavated materials a
:lt:l;Hlrdistance from the banks of the excavation to avoid overloadine, slides
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(1) Remove Excavated ilaterials no required for fil'l or backfill and waste on Ithe site as directed by the Architect. I
(2) lhke Excavation of 0pen Cut except as shown on the Drawlngs. Banks of
irenctrii-striii ue iropea-ii requirlo lo pr.event slides o" ca"eiins, and, where trequlred, shall be pr.operly sheathed rnd braced. Excavate trenches not less
than l2-inches or npr.e than 16-inches wider than the outside dianeter of the rpipe laid hercin. Excavate tnre to llne so that a clear space of not'less than I
6-inches nor moFe than 8-inches in ridth ls provided on each side of the pipe. r
The maxlmm width of the trench speclfied applles to the width at, and below'
the level of the top of pipe. lltittr ot the'irench above that level may be I
as ride as necessary for sheathing, braclng, to prevent slides and cave-ins I
and for proper lnstallatlon of the work, but care shall be taken not to inJure
abutting property. Grade the bottom of trenches accurately to provide uniform I
bearing and support for each section of the pipe on undlstnrbed soil at every Ipoint along lts entlr.e length, except for portions of pipe sections rhere it is
necessary to excavate for bell holes. Excavate be]l holes only to an extent rsufficient to permit accurate rork ln the rnaking of Jolnts and to lnsure that Ithe plpe, for a minimr,m of its length, will rest on the prepared bottom of the r
trench. The bottom of trenches shall be nounded so that at least one-foutthof the circuference of the pipe shall r.est flnnly on undistuted soil. I
b - EXCAVATE RIR SinUgfURES and other accessories to leave at least lZ-lnches clear
between thelr outer'surfaces and the enbankrnent or timber whlch nay be used to hold Ithe banks and to protect them. The botton shall be smooth and level. l{hen over- texcavation occuns, ralse the bottm to the final elevation in 6-inch layers.
c - C0NTR0L BRADII{G in the vlcinity of the trench excavatlon to prevent surface *"r"" Ifrqn flowing into trenches. If rater does enter trench, rsrcve and dispose of water r
untll utility llnes, flttings, manholes and other appurtenances are in place and
sealed againit the intrance-of water. In no case shill water, earth, oi'any foreign Imaterlals be allored to enter the utility lines. I
3.02 EAcKFrLLmc Ia - PLACE BACKFILL FOR STRU6IURES in horizontal uniform layers not to exceed 8-inches.
Bring each layer up unlformly on all sldes of the structure and thorcughly cornpact Iusing pneumatic compaction or other methods approved by the Architect. Backfill Imaterlal shall be free from stones and lunps exceeding 3-inches in the greatest
dimension. lblsten backfill prior to placing to insure maximum conpaction. Puddling -or rater flooding for consolldation of backfill rlll not be pernitted. I
b - C0l,lPLFfE TRENCH BACKFILL imedlately after the appnoval of the pipe llne con-
struction, unless othemise directed. l{ater shall not be pennltted to rise ln , Iunbackfilled trenches after pipe has been placed. I
c - CO,IPACT EACKFILL for rater and stom saer and sanita4l s*er tr€nches thor.oughly rand uniformly in layers by use of hand, pnematlc or mechanical compactors to eli- Iminate the possibility of lateral disp'lacement. .The type of tamper or compactor -
used sha'll be as approved by the Architect. Flooding of trench for consolidation of -backfill or use of wheel-rolling by construction equipnnnt will not be pennitted. tBackfill rnd cilDact cach layer-in- the following nanner: O Z7O-4
(1) Backflll with material containing no rocks larger than 3/4-inch ln thegreatest dimension.and. careful1y placE in uniform liyers not exceeding 6-inchesln thickness to a depth of r-fo-ot'over the top oi irr!-pipe. cornplettiy-anacarefully fill the area under the pipe traunirris. iiJci licrr iivEr-ina"moistenif necessary.
(2) Eackfll] the areas above l-foot over the top of pipe with a select
materlal containing .no rocks larger than 4-lnches ln the greatest dimension.
3.02 STORil SEI{ER PREPARATIOI{
a - D(CAVATE BED PIPE AIID BACKFILL IllE TREIICH as specified in Section 02220,
Excavatlon, Trenching and Backfilllng for Utllities.
3.03 GENERAL PIPE INSTALLATIOII
a - LOtlER PIPE INT0 rHE TRENCH by the use of pipe slings or'lifting hairplns toavoid inJury of the pipe and disturbance of the trench-bottom. Chick liire and gradefor each section of pipe. Keep the interior and surfaces of pipe to be joined dry
and clean.
b - SEAL a,0It{T BY pouring joint mastic sealer around the joint, at a temperature
range recormendg! by the nanufactut€r, using a runner around the pipe to assureready flow to lll Parts of the joint. Keep-the runner in place uirtil tne mastic
has cooled sufficlently. Pour the Joint lir a single pour. Do not pour any joint
rhen fi'ee rater is present in the Jolnt.
3.04 IilLETS
a - SET PRECAST C0ilCRm AREA II{LET B0TT0tl SECTI0N on three leveling blocks ln the
bottom of the lnlet excavation. Pour the inlet base on undisturbed-or conpactedsubgrade. Fonn the invert into a semi-circle which conforms to the inside diameterof the adJacent sewer sectlons. lrlake changes in direction of flotr rith a smooth
cur"ve of a radius as large as the manhole rl11 pernit. llake changes in the size
and grade of channels gradually and evenly. Slope the floor of the manhole to the
channe'l at no less than l-inch per foot hor mor^e than 2-inches per foot.
b - SET PRECAST SECfI0ilS in a fresh bed of mortar to produce a joint 1/8-inch thick.Tool joints, both lnside and out.
c - SET Il{LEf GRATE FM}IE in a fresh bed of mortar to finish grade. Install ad-
iusting rlngs in tlre throat of the inlet to allm a minimur 8-lnch adjustrnent.
d - II{STALL CAST IR0t{ |,|ANHOLE STEPS at 16-lnch centers in manholes 4 feet or deeper.
Grout securely lnto manhole rall.
e - IIISTALL CONCRETE COLLAR, 5 feet square x 8-inches thick, around grate frane.Prcvide a Z-inch slope down from the iollar's edge to the grate frame. Reinforcethe perineter of the collar with hro l{o. 4 rebari.
f - POUR CAST-IN-PLACE C0IICRETE INLETS on undisturbed or compacted subgrade. Curblnlets shal1 be poured after the street pavsnent is in place'to assure-proper ele-Yations. Placement of concrete shall meet the requirembnts of Section itggOO.
02;'0-5
3.05 IdATER DISTRIBUTION BEDDING AND ALIGNMENT OF PIPE
a - LAY PIPE 0N AN EVEN GRADE, free of humps which would pocket air. Instal'l mains
at grades which will permit air to be released at water service lines.
b - BED PIPE as specified in Section 02220'. Excavation, Trenching and Backfilling
fbr Utilltles.
c - ALIGil HATER ilAIN in a straight line or smooth radius curves by def'lecting pipe
it joints. ihke deflections at-joints accoriing !9 the pipe manufacturer's engi-
neeiing data for maxinum pipe deitections. Install specia'l bends or a sufficient
nurnUei-of short pipelengihi, at no extra expense to the Ovner, where piPe deflec-
tions exceed the'minufaciurer's maximun plpe deflections to m€et radii shown on
the Drawings.
3.06 PIPE INSTALLATIOI{ AND JOII{II{G
a - CLEAN the surfaces of piPes at pointes where pipes are joined'
b - C0NNECr COPPER PIPE rith compression or flared fittings. ilake flared ends
rith double laps.
C . LUBRICATE IHE GASKFT RETAINIT{G GROOVE OR DUCTILE IROII PIPE BELL ANd iNSCTt
gasket presslng firmly to seat. Apply lubrlcant to gasket and beveled nose at
6nO of bipe. insert -pipe into bell and push the piPe to the depth specified by
the pipe manufaxturer.
d . COI{NECT SPECIALTIES ANO PIPES OF OIFFERENT I,IATERIALS AND SIZES ACCOTdiNg tO
the manufactur€r's recormendations and the approval of the Architect.
3.07 I{ATER I,IAIN ANO GATE VALVE IiIARKERS
a - LoCATE UPRIGI{T !4ARKERS at tees, e'lbows, gate valves and 300-foot interva'ls
along the ratermain. t{hen adlbows, tees oi valves are found in pavements' place
a flit marker above these pojnts. Set the marker f'lush with the surrounding
paved surface.
3.08 TESTS
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a - PREPARE I{ATER SYSTEM FoR TESTING. Backfill over the top of the pipe as required
to prevent movement under pressure. If pract'ical , leave ioints exposed to-allow
visual inspection during tisting. Tap high points in line to expel.air. .Installadditional temporary bricing as-requii'ed io w'ithstand appreciable thrust developed
while testing. Cap or valve open ends of system.
b - TEST T]{E PIPE in accord with Al*lA C600.
c - TEST FOR PRESSURE-bysubjecting the pipe to 150 percent of material's operational
capacity rating for a perioa of not lesi than one hour and as required to Permit
lnspection of line and marking of defectlve joints. Supply specified test pressure
by means of a hand-operated force pump or other suitable means. Do no allow pres-
sure to drop ten percent below specified test pressure.
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d - TEST FlR LEAIOGE after pressure tests are completed and accepted. Test for
leakage at 100 psi naintained pressure for tuo hours.
e - REPAIR DEFECTM JoINTS or pipe sectlon whlch fail and retest until pipe Passes
the tests. Complete backfilling after approval of tests.
3.09 DISII{FECTIoI{
a - DISII{FECT D0I4ESrIC HATER SERVICE with chlorlne beforc acceptance. Each time
a section of main is tapped or depressurized for any reason, a'll portlons depres-
surized must be disinfected.
3.10 FOUNDATION ORAINS PERFORATED PIPE IIISTALLATIOI{
a - EICAVATE lHE TREI{CH wide el{ough to prcvlde &fnches clear at each slde of the
pipe betneen the buildfng and trcnch ralls. Bottom of the trcnch shall be undis-
turbed or conpacted subgrade.
b - CEilTER THE PIPE in the bottom of the trench. Connect the pipe with sPlit or
snap couplings, tees and elbors.
c - BACKFILL AROUIID Al{D 0VER T}lE PIPE rith granular fill to a minimun depth of
2-inches over the top of the pipe or as shown on the Drawings.
d - EACKFILL THE REIIAINoER 0F THE TREI{CH with natlve soll excavated frtn the trench
and cmpacted as specifled.
3.11 CLENOUTS
a - COI{STRUCT CLEAT{OUTS on serryice lines of 6-inch or less diameter at maximtm
intenals of 100 feet and at changes in direction of 45 degrees or moEt: Construct
c'leanouts of the same material as-the service llne. Provide and install a threaded
PVC plug 6-inches below finish grade.
3.12 BACKFILLIIIG
a - BACKFILL TREilCHES as specified in Section 02220, Excavation, Trenching and
Backfil I ing for Util lties.
3.13 TESTS . GRAVITY SE}'ER
a - PREPARE THE SEXER SYSTEI,I for testing. Backfill over the top of the Pipe as
required to pr€vent npvement under pressure. If practical, leave joints exposed
to a'llow visible inspectlon during testlng. Cap or plug open ends of system.
b - TEST FOR II{FILTRATI0II by plugging the upper end of line under test. Insta1l
a suitable f'low neasurlng device at the lower end. lleasure the amount of water
flowing through the lower end for a specific period of time.
0270-7
CONCRETE
DIVISION 3
Sect'ion 03100
Section 03150
Section 03200
Section 03300
Concrete Formwork
Expansion & Contractlon Joints
Concrete Reinforcement
Cast-In-P] ace Concrete
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CONCRETE FORIflORK
sEcTI0N 03100
1.0 GEIIEML
1.01 GENERAL COI{DITIOI{S
a - The work under this section is subiect to the General
in DivlsJon 0 of this specification.
b - This Contractor shall read Division 0, "Instructions
2.01 I,IATERIALS
a - F0Rl'lS At{D SH0Rit{G TIATERIALS to be used
3.0 EXECUTIoTI
3.01 FoRfi ERECTI0I{
Conditions set forth
to Bidders", (00100)' for
conplete c'larification of the work.
1.02 SCoPE 0F t{oRK
a - Provide'labor, materials, equipment and supewision required to complete work
of this section to the ful'l intent of the drawings and specificat'ions.
b - Deliver to the other trades materia'ls installed by them.
I.03 QUALITY ASSURANCE
a - DESIGN 0F FORt'lhlORK sha11 be the responsibility of the Contractor.
2.0 PRoDUSTS
are to be detennined by the Contractor.
a - ERECT F0Rl6 to conform to shapes, lines and dirnensions of the members as shown
on the Drarings. Forms shal'l be sufficiently tight to prevent leakage of mortar
and sha'tl be properly braced or tied together to naintain position and shapes.
b - EARTI| CUTS may be used as a form for footing subiect to Engineer's approva'!.
3.02 F0R!'l REMOVAL
a - REIOVE F0Rl,lS to ensure the complete safety of the structure. Formwork not
supporting weight of concrete, such as walls, piers, and similar parts of the
work, may be removed after cunu'latively curing at not 'less than 50 degrees F for
24 hours after placing concrete, provided concrete is sufficiently hard to not
be damaged by form removal operations, and provided curing and protection oper-
atJons are maintained.
UJ 1U- I
EXPANSION AND CONTRACTION JOINTS
sEcTIoN 03150
1.0 GENERAL
1.01 GENERAL COI{DITTONS
a - The work under this section is'subJect to the Genera'l Conditions set forth
in Division 0 of this specification.
b - This Contractor shall read Division 0, "Instructions to Bidders", (00100)' for
complete c'larification of the work.
1.02 SCoPE 0F ISRK
a - Provide labor, mterials, equiprent and supervision required to conplete work
of this section to the ful'l intent of the drawings and specifications.
b - Deliver to the other trades materials lnstalled by them.
1.03 RELATED I.IORK SPECIFIED ELSEI{HERE
Joint Sealer
2.0 PRODUCTS
2.01 I,IATERIALS
a - EXPNSIoI{ J0II{T FILLER FoR MIERIoR SLABS which do not r"eceive Joint sealant
sha'll be an aspha'lt type, composed of asphalt, vegetable fiber and mineral filler
which mets the requirements of ASTl,l D 994.
b . EXPAI{SION JOII{T FILLER FOR INTERIOR SLABS, COI{CRETE }IALKS, DRIVES AND CURBS
which recelve a non-aspha'ltic joint sealant shall be a foam type,_composed of
closed cel1 polyethylene which meets the requirements of ASTT|I D 1554.
c - EXPFTI{SIOII JOINT FILLER FOR CONCRETE I{ALI(S, DRIVES AIID CURBS whlch reCEiVC AN
aspha'ltic sealant shall be a fiber type, composed of cane fibers unlformly satu-
rated with a bitminous binder, whlch rneets the rtquirements of ASTI'I D 1751.
d - IIATERSTOPS in construction Joints shall be extruded virgin polyvinyl ch]oride
plastic compound, and shall not contain any scrap or reclained naterial . Properties
of the polyviny'l chloride conpound shall conform to the U.S. Anny Crops-of
Engineers llateistop Sgecifications. l{aterstops shall be one of the following
types and manufactur.e:
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Section 07900
R8316-6
Rb6-316
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Burke Concrete Accessories, Inc.
Viny'lex Corporation.
3.0 EXECUTION
0310-2
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b . PROVIDE FORIiIED KEYIIAYS AT CONSTRU TIOil JOINTS
movement of afioining s'labs. lle'lded wire mesh is
jo'ints.
3.02 JOIIITS III STRUCTURAL CONCRETE
3.01 JOINTS IN SLAB.ON.GRADE
a - CUT SAUED CONTROL JOINTS l/8-inch wide x l/4-slab depth in exposed s'labs at
locations shown on the Drawings. Verify the exact 'location with the Architect.
Saw contro'l joints after concrete has cured enough to preven!-aggregates from being
dislodged by-the saw but before shrinkage stresses become sufficient to produce
cracking. Exterior joints'may be too'led.
to prevent differential vertica]
continuous through construction
a - LoCATE C0IISTRUCTI0I{ JoINTS to least impair the strength of the structure.
Verify the exact location with the Architect.
b - CLEAN AND TREAT ,]0INTS, before placing ne$ concrete, to provide maximum bond.
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I CoNCRETE REINFoRCEMENTt sEcrlor{ o32oo
1.0 GENERAL
I 1.01 GEI{ERAL CONDITIONS
I * tt. -rk ,*" "tr .ection is subiect to the General Conditions set forth
I ln Oivision 0 of this specification.
I b - This Contractor shall read Division 0,'Instructions to Bidders", (00100), for
I conplete clarification of the rork.
_ 1.02 SCoPE 0F IORK
II a - Provide labor, materials, equipnnnt and supervision required to conplete work
of this section to the full intent of the drawings and specifications.
I b - Deliver to the other trades materials installed by them.
1.03 RELATED I{ORK SPECIFIED ELSEI{HERE
I Reinforcement & Anchor Bolts for Structural S@l Section 05100
Reinforcenent for Slte Inprovmnts Sectlon 02700
I 1.04 QUqLITY AssuRArcE
I a - BUILDING CODE REQUIREMEIIIS. Fabricatlon and lnstallation shal'l met the require-
I ments of Building Code Requirements for Reinforced Concrete, ADI 318.
b - I{ILL TESIS. Upon request furnish certlfied copies of mill test reports covering
I chemical and pfuisica'l properties of reinfor.cing steel.
1.05 SUBHITTALSII a - SUBMIT SH0P DMIINGS ln accord with ACI-315, llanual of Standard Practice for
Detai'ling Reinforced Concrete Structures, and the General Conditions and General
I Requirements. Spllce lengths shall be shonr on the shop drarings.
I l.o. sr'MGE Ar{D HATDLIN.
l-REINF0RcI!|Ga3neces5arytokeePtjtfreeofdirt,I loose mi'l'l scale and rust, paint, oil or other foreign nnterlal that wi'll destroy
or reduce bond,I z.o PRooucrsI
2.01 I,IATERIALS
I a - REINF0RCING SARS shall be of the grade indicated on the Drawings, and shal'l
met the requirements of Standard Specification for Oeformed Bi'l'let-Stee'l Bars
r for concrete Reinforcement, ASTl,l A 615, A 616, and A 617, and the exceptions
I to ASTI'I A 615 listed in ACI 3r8. 3.'5.3.2.
0320_ 1
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b - HELDED ftIRE FABRIC shall meet the requirements of the Standard Spec'ifications
for lJe]ded l{ire Fabric for Concrdte Reinforcement, ASTI'I A 185-
c - BAR SUPPORTS sha]l met the requirements of AcI-315. Use noncorrosive supports
to prevent surface staining where supports are in contact w'ith an exposed concrete
s urface.
d - suppoRTs FoR I{ELDED HIRE FABRIC Il{ SLABS-oN-GMDE shall meet the reguirements
of ACI 315, and sha'll have base which will not sink'into the subgrade 0r Puncture
the vapor barrier.
3.0 EXECUTIoN
3.01 PLACII{G REINFORCEI.IENT
a - PLACE REINF0RCEI|ENT BARS accurate'ly and secure adequate'ly to resist d'isplacement.
b - INSTALL I{ELDED }IIRE FASRIC in as long lengths as practicab'le. Lap_adioining
pieees at least one full mesh and lace splices yith wire. 0ffset and'lap in
adjacent widths to prevent continuous laps in either d'lrection.
c - SUPPORT IIELDED }IIRE FABRIC IN SLABS-0I{-GRADE such that nesh is in the top 1/3
of the slab.
3.02 INSTALLATIOT{ OF EI,IBEDOED IT,E}6:
a - GENEML: Set and build into the work anchorage devices and other embedded
items required for other work that is attached to, or supported by cast-in-pl.ace
concrete. Use aetting drawings, diagrans, lnstructions and directions prov'ided
by suppliers of the ltens to be attached thereto.
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I CAST.I}I-PLACE CONCRETE
I SECroil 03300
1.0 GENERALI
I 1.01 CENEML CONDITIONS
I * t" -.**t*"r rection is subiect to the General Conditions set forth
I in Division 0 of this specification.
,r b - This Contractor shal'l read Oivision 0,'Instructions to Bidders", (00100)' for
I complete clarification of the work.
t.02 scoPE 0F r,oRKr
I a - Provide labor, materials, equipnent and supervision requircd to cmplete work
of this section to the full lntent of the drawings and specifications,
I b - Deliver to the other trades naterials installed by them.
- 1.03 RELATED I{ORK SPECIFIED ELSEI{HERE
r Granular F'lll Section 02200
Storm Sewers Section 02700I Pavemnt and lla'lks Section 02500I Site Inprovements Section 02700
Joint Fj]ler and Sealer Section 07900
IIr 1.04 CONCRFTE QUALITY AND I{ORKI{ANSHIP
I . - t***t tTANDAR0S. Anerican Concrete Institute Building Code Requirementsf for Reinforced Concrete, ACI 318, and Specifications for Structural Concrete for
Euildings, ACI 301, sha'll be the minJmum design and construction standards. The
I Contractor shall keep at least one copy of ACI 301 in the field office at a'l'l times.
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1.05 SUBI,TITTALS
I * r*"" t*. Submit the fo'llowfng to the Architect as shop drawings, inr accord with the Genera'l Conditions and Genera'l Requirements, for each mix to
be orovided:
I Source of each aggregate
Aggregate graduation
2 Pounds of aggregate per cubic yard
I Pounds of water per pound of cement
S]mp in inches
Percent air contentI Type and quantity of admixtures usedr Compressive strength
I ilake no a'lterations in materials rithout approval.
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I 0330- 1
1.06 ENVIRONI.TENTAL REQUIREMEI{TS
a - CoLD I{EATHER REQUIREHENTS. Conform to ACI 306, Recormended Practice for Cold
l'leather Concreting.
b - HoT I{EATHER REQUIRET{ENTS. Conform to ACI 305, Recormended Practice for Hot
l{eather Concreting.
2.0 PRODUCTS
2.01 I.IATERIALS
a - PORTLAI{D CEl.lEl{T shal'l nreet the requirements of AST}| C 150' TyPe I.
b - ttORt'tAL I{EIGHT AGGREGATES shall neet the requirements of ASTI'I C 33, excePt
graauiiton may Ue altered to conform to that of local aggregates. Aggregate shal'l
be frm a source approved by l,lich'igan State Higtuay Departrcnt.
c - ADTIIXTURES:
(l) Use air-entrainlng adnixture in exterior exposed concrete, unless other-
iiie inaicateA. Add air-entraining admixture at'the manufacturer's prescribed
rate to resu'tt in concrete at the point of placement having air content within
the fol 'lowi ng 'l ini ts :
(a) Concrete stnJctul-es and s'labs exposed to frcezing and thawing or
subjected to hydraulic pressure:
-42 for maxlnm Z-inch aggregate.
5X for maximun 3/4-inch aggregate.
-71 far maxintm l/Z-inch aggregate.
(b) Other Concrete: ?% to 4X air.
(2) Use adnixtures for water-reducing and set-control in strict compliance
xith the manufacturer's directions.
(3) Use amounts of adnixtures as rec6mlended by the manufacturer for
;limatic conditions prevailing at the time of p'lacing. Adiust-quantitles
and types of admixtuies as reuiqred to maintain qua'lity contro'|.
d . SLUI'IP L${ITS:
(i) Proportion and design mix to result in concrete s'lump at the point of
p'lacenent as follows:
(a) Ramps and SloPing Surfaces: t{ot more than 3-inches.
(b) Reinforced Foundation Systems: l{ot less than l-inch and not more
than 4-inches.
(c) All other Concrete: Not less than l-inch and not more than 4-inches.
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e - CURING Al{D SEALING C0MP0UNDS sha'l'l be acrylic base compounds, and shal] be
on of the following types and manufacture:
Surfasea'l
Acryseal
Kure-N-Seal
cs-309
2.02 CoNCREIE I{IXES
L & l'l Construction Chemicais, Inc.
Protex Industries, Inc.
Sonneborn Division of Contech, Inc.
t{. R. ileadows , Inc.
a - i{IX C0I{CRETE to provide a compressive strength as shown on the Drawings.
Minimrm cement content sha'l I be six sacks per cubic yard, with C Ratio .4,4 maxi-
nun, for 4000 psi concrete.
2.03 CONCRETE PRODUCTIOII
a - PRODUCE AIID DELIVER READY.I.IIXED CONCRETE In accord with ASTM C 94. EXCCSSjVC
slrnp or more than one hour between mixing and placing wi1l be considered as a
basis for rejection of the load.
3.0 EXECUTION
3.01 PREPARATION
a - GLEAT{ EQUIPI,IEI{T for mirfng and transporting concrete. Forms shal'l be thou-
rcughly retted (except in freezing reather) or olled. G1ean reinforcement of
ice, dirt, rrst, sca]e or other coatings. Remove debris, water and ice from the
place of deposit of concrete. Remove lajtance and other unsound naterial from
hardened concrete before additional concrete is added.
3.02 CONVEYING AND PLACING
a - CONVEY C0NCRETE FR0l'l TRUCKS to the p'lace of final deposit by rcthods that will
prevent separation or loss of materials.
b - CHUTING, PUttPIt{G AND Pi{EUI,IATIC CoNVEYING EQUIPI{E}IT sha]] be of such size and
design to ensure a practically continuous f'low of concrete at the delivery end
without separatlon of materials.
c - PUl,lP C0IICRETE to conform with the r€port recmnendations of ACI Cmnittee 304,
Placing Concrete by Punping t{ethods.
d - DEP0SIT C0ilCRETE as nearly as practical in lts final position to avoid
segregation due to rehand'l ing or flowing. P'lace concrete at a rate so that con-
crete is plastic and flows readily into the spaces betvieen the bars. Concrete,
contaninated by foreign material,-shal1 not be used unless approved by the Architect.
Uhen placing is once itarted, it shall be carried on as a continuous operat'ion unt'i'l
placenent of the panel or section is completed.
3.03 CONSOLIDATION
a - C0NS0LIDATE CONCRffi in accord with ACI 309.
0330 -3
3.04 FINISHING
a - FLATI,JORK. Floor finish shal'l be in accord with ACI 301, Chapter 11. The fol-
lowing finishes sha'l'l be used unless othewise noted:
(1) Trouc'led Finish. For floors intended as walking surfaces or for recep-tion of floor coverings. Trore'led finishes shal'l be true planed rith 1/8-inchin 10 feet as detennined by a l0-foot straightedge placed inyrhere on the slabin any direction.
(2) Broom or Be'lt Finish. For sidewa't ks, parking, drivervay slabs, entrance,curbs and ramPs. Broom or be1t finishes shall be-true planed within l/4-inchin 10 feet as determined by a l0-foot straightedge p'laced anywhere on the s'labin any dlrection.
b - FORIiIED SURFACES. The fol'lowing finishes shall be used unless otheruise noted:
(1) .Rough.Forn Finish. For concrete surfaces not exposed to public view.
Patch tie holes and defects. chip off fins exceeding'l/&inch'in height.
(2) smooth Formfinish. For concrete exposed to pub]ic vJew. Forn facingmaterial shall produce a smooth, hard, uniform texture on the concrete. pitctrtie holes and defects. Conpletely remove fins.
3.05 CURING AND PROTESIION
a - CURE FORI,|ED SURFACES by moist curing while forms are in place.
b ' APPLY A I'IEMBRANE-FORI|ING CURING C0MP0UI{D imediately after the finishing of
f'l atwork is completed, in accord with the manufacturer,s recormendations, t6 meetor exceed ASTI'I C 309. Use a compound whlch wil'l not interfere with the bond of
subseguent coatings.
3.06 FIELD OUALITY CONTROI.
a - TESTS. Unless otheruise noted on the Orawings or directed by the Architect,the Contractor sha'll require that a test set be maAe for each 15-0 cubic yards oistructural concrete or 5,000 square feet of surface area, but there shali be atleast one test set for each day's concreting. Each test set shal1 include thefol lorinE:
(t) Tnree Conrpression Test Specimens made, tested and eva'tuated in accordwith ACI 301.
(2) S'lump Test made jn accord with ASTl.l C 143.
(3) Test for Entrained Air Content in accora with ASTITI C 231 or ASTT.I C 173.
3.07 SPECIAL CONSIDERATIONS
a - DEPRESS FLOORS for topping and f'loor finishes as required and provide slopesto drains as shown.
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a b - l,lOlSTURE BARRIER: Provide moisture barrier cover over prepared base naterial
I where shown on drawings. Use only nateria'ls which are resistant to decay whenI tested in accordance rith ASTI'I E 154; provide polyethylene sheet not less than
5 mils thick.I
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I TmRTARI SECTIoN 04100
r 1.0 GENERAL
r 1.01 SENERAL coNDITIoNS
I * t" .***" "tt tection is subject to the General Conditions set fortht in Division 0 of this specification.
I b - This Contractor shal] read Oivision 0, "Instructions to Bidders", (00100), for
I complete clarification of the rork.
- t.02 scoPE 0F lloRK
t a - Provide labor, materia'l s, equipment and supervision required to complete work
of this section to the ful'l intent of the draw'ings and. specifications.
I b - Deliver to the other trades materia'ls instal'led by them.
I 1.03 RELATED x0RK SPECIFIED ELSEI.JHERE
Erecting Unit l.lasonry with tlortar Section 04200
ilortar for Ti'le Setting Beds Sectibn 09300II 1.04 QUALITY ASSURAI{CE
I a - IOCK-UP PANELS of masonry materia'ls shal'l be as specified in Section 0420.
I 1.05 PRODUCT DELIVERY, STORAGE AND HANDLIIIG
I * tr"*Y of mortar materials other than aggregate and water shal'l be in sea'ledr and'labeled packages.
I b - SToRAGE of mortar materials shall be ln a manner to prevent deterioration orI intrusion of foreign material. ilaterial.that has become unsuitable for good
construction shall not be used.
I 1.05 JoB C0I|DITIoNS-
r a - ENVIRONII|ENTAL COI|DITI0NS. During cold reather, mortar materials sha'l'l be
I stored, mixed, incorporated into masonry work, and protected to meet the require-r ments of the Guide Specifications for Cold l{eather l'lasonry Construction, published
December 1, 1970' by the International ilasonry Industry A]t-tleather Counci'1.
t b - STARDARDS: Comply with recormendations of l{ationa'l Concrete l4asonry Asso-clation (ilCl,lA)
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I 2.0 PRo0UCTS
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2.01 I.TATERIALS
a - PORTLAND CEI'IENT. Type I or III, ASTM C 150.
b - I.iAS0NRY CEI'lEllT. ASTI'! C 91.
c - LII'IE. Quicklime. ASTl,l C5, or hydrated]ime, Type S; AST?'I C ?97'
d - t'fRTAR AGGREGATE. ASTl,l C 11t4.
e - llATER. Clean and free of deleterious amounts of acids, alkalies, or
organic materials.
f - AIR-EI{TRAII{ING ADI,IIXTURES. AST},1 C 260 added in accord with the manufac-
turer's instruction,
g - AI-ITI-FREEZE C0[{P0UNDS. Not pennltted.
h - CALCIUIII CHL0RIDE sha]] not be used.
i - SANO. Use clean and natural bank sand confoming to ASTl.l C 144. Sand must
be free of organic matter, salts or'loam sand used for grout shall cornp'ly with
ASTl.t C 404 for aggr€gate.
2.02 I.ORTAR TYPES
a - TYPE l.t. For interior nonload-bearing masonry.
b - TYPE M . For reinforced masonry.
2.03 l,l0RTAR I'IIXES
a - l'l0RTARC0LORING FOR BRICKI.IORK shall be Medusa Masonry Cement produced by Medusa
Port'land Cement Cornpany. Measurement, mixing and consistency shalI conform
with the nanufacturer's instructions. Color shal'l be selected by the Architect.
b - I'0RTAR FoR (oT|{ER) NONREINFORCED U!{IT ilASot{RY sha]] conform to ASTM C 161 & 270.
If masonry cement ls used, it shal'l be measured, batched and mixed accord'ing to
the manufactur€r's lnstructions.
c - troRTAR FoR REINFoRCED t'tASOt{Ry shal'l conform to ASTtl C 16I & 270, Mortar shall be
mixed by placing ha'lf of the water and sand in the operating mixer, then adding
cernent, 'l ime and the renainder of the sand and water.
d - GR0UT FOR REINF0RCED MSONRY sha'l] confonn to ASTM C 476, and shall have a
slunp of 10-1/2-inches to ll-inches as tested according to ASTII C 143. |Jhere
required, grout should be p'lastic, suitable for pumping without separation of
consti tuents.
e - COARSE GROUT for]inte]s and bond beams sha]'l meet the requirements of
ASIH C 476.
U+ LU- 1
2.04 RETE!,IPERING IORTAR
a - IORTAR l,tAY BE RETEMPERED, unless hereinbefore disal'lowed, by adding water
within a basln formed with mortar and rrworking the nortar within the mter.
Itbttar which ls unused two hours after inJtial mixing when air temperature ls
80F or higher, and mortar which ls unused three houri after initial mixing whenalr tenperature ls below 80F, shall be discarded.
0410-3
MASONRY ACCESSORIES
sEcTIor{ 04150
1.0 GENEML
1.01 GENERAL COIIDITIONS
a - The rork under this section is subject to the Genera'l Conditions set forth
in Division 0 of this specification.
b - This Contractor sha'll read Division
comp'lete clarification of the rcrk.
1.02 SCoPE 0F 1{0RK
a - Provide 'labor, materia'ls, equipnent
work of this section to the ful] intent
0, "lnstructions to Bidders", (00100) for
b -.Deliver to the other trades materlals lnstal'led by then.
1.03 RELATED I.IORK SPECIFIED ELSEI.IHERE
Dovetailed Anchor Slots
Installation of lilasonry Accessories
lfeld-on AdJustab'l e'tuichors
1.04 PRODUCT DELIVER, STORAGE AND HANDLING
and supervision required to complete
of the drarings and specifications.
Section 03100
Section 04200
Sectlon 05500
a - REII{F0RCII{G shall be stored off the ground, and shal'l be free of loose rust
or other coatings that uil'l reduce bond.
2.0 PRODUCTS
2.01 IiIASOI{RY REiNFORCING
a - llasonry joint reinforrement shall be factory fabricated from cold-drawn
steel wire, ASTltl A82. Reinforcenent sha]l consist of two or noFe defomed'longitudinal wires minimtm size No. 9 gauge, weld connected with minimm No. 9
gauge cross wires, form'ing a ladder deslgn. Hot-dip galvanized ASTfi A153 Class B-2.
0ut-to-out spacing of longitudinal wires shall be appr-oximately 2 inches less than
the nominal width of the block in whlch it is places. Distance between re'lded
contacts of cross rires with each longitudinal wire shall not exceed 16 inches.
Joint neinforcement sha'l] be furnished ln flat sections 10 inches. Joint rein-
forcement sha'l'l be furnished in flat sections 10 to 20 feet ln length, except
that factory-fonned comer reinforcements and other special shapes may be 'less in
length.
b - stee'l reinforcing shall confonn to ASTl,l A 515, A 616, A 617, A 706.
2.02 I'IASOIIRY ANCHORS AND TIES
a - DOVETAILED LOCK ANCHORS, galvanized, L/8 inch x I inch wide x 1/2 inch 'long
with 3/16 inch diameter galvanized triangular anchor, 1 inch wide at closed end,
or dovetai'led partition anchor, galvanized, corrugated, 1-1/2 inches x 12 inches,
sha'l 'l be used where masonry wal ls abut reinforced concrete structural members.
041s_ 1
b - C0RRUGATED hIALL TIES shall be M311 22-gauge 1" x 7" galvanized steel
with Type A anchors manufactured by AA I'Jire Products Company, and shall be
used for tying:masonry to plywood sheathing, spaced to support 32 sq. ft./3 ?' on center horizontally. Spot bed ties as required.
2.03 I'IETAL LATH
a - iIETAL LATH sha]'l be 2.5 pound galvanized steel diamond mesh lath, and sha]l
be insta'lled to close off bottom of cores which are to be fi'l1ed with grout.
2.04 COT,IPRESSIBLE FILLERS
a - COMPRESSIBLE FILLER AT MASONRY C0I{IR0L J0INTS sha'l'l be preformed Brick Seal
IV manufactured by Constructjon Gaskets, Inc., 1752 Type I.
b - COI4PRESSIBLE FILLER AT EXPANSION JOINTS shall be E'lastmeric, l{eoprene Type
SCE-42, 1 inch thick, c'losed cell neoprene gasket manufactured by Construction
Gaskets, Inc.
3.0 EXECUTION
3.01 INSTALLATION
a - INSTALL ACCESSORIES, as masonry wal1s are being laid, as specified in Section
0420 0.
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UNIT I-IASONRY
sEcTIoN 04200
1.0 GEI{ERAL .
1.01 GENERAL CONDITIONS
a - The work under this section 'is subject to the General Conditions set forthin Division 0 of this specification.
b - This Contractor shall nead Division 0 "Instructions to Bidders" (00100), for
complete clarification of the work.
1.02 SCoPE 0F tloRK
a -.Provide labor, materials, eguipment and supervision required to completework of this section to the full intent of the drawings and specificatibns.
b - Deliver to the other trades materia'ls installed by them.
1.03 RELATED I.IORK SPECIFIED ELSEI.JHERE
Itortar for Unit l,lasonry Section 04100
ilasonry Accessories Sectlon 04150
Anchor Bolts Section 05100Si'licone Dampproofing Section 07170F'lashing Section 07500
1.04 REQUIRE!.IENTS OF REGULATORY AGE}ICIES
a - FIRE RESISTAIICE REQUIREilENTS. llinimr"nr equivalent thickness (vo'lume of masonryunit minus vo'lune of corres divided by face area) of masonry uniti for fire-resistantwalls and partitions shall be as foliows:
Course Aqqreqate
Minimum Equiva'lent Thickness (inches)
4 Hour 3 Hour 2 Hour 1 Hour
Expanded Slag or Dmice 4.7
Expanded Clay or Shale 5.2
Limeston, Cinders,
Undexpanded Slag
Calcareous Gravel
Sil iceous Grave'l
4.0 3.2 ?.L
5.9
6.2
6.7
5.0
3.J
5.7
4.0
4.2
4.5
2.5
2.7
2.8
3.0
4.8 3.8
1.05 QUALITY ASSUMNCE
a - JOB l,l0CK-UP. Before erection of masonry work, provide two panels four feet longx 3-feet high and of proper thickness showihg propoied coior range, lexture, bond, -
ioints and workmanship, shall be erected for-facing brick and concrete masonry units.
Masonry work shal'l not progress until sample panel-is approved by the Architelt.
The mock-up shal'l be retained unti'l the complition of thi work. Brick units onjob mock-up shal'l face south.
1.05 PRODUCT DELIVERY, STOR,AGE AND HANDLING
a - MSONRY UNITS shall be stacked off the ground in such a nanner that air circu-lation wil I occur. If temperatures are be1 ow 40F, masonry un'its shal 1 be protected
0420-1
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so that they are not
1.07 JOB CONDITIONS
wetted by rain, snol{ or capillary action.
a - ENVIRONMENTAL C0NDITI0NS. During cold weather, masonry materials shall be
stored, erected and protected to meet the requ'i rements of the Guide Specifications Ifor Cold Weather Masonry Construction, published December 1, 1970, by the Internationl
Industry All-Weather Council.
b- ---STANDARDS. Comply with recormendations of National Concrete Masonry Association I(NMCA).
2.0 PRODUCTS
I
fffi.shar-be a sand mord, 3-5l8-inc-h {-7,-5l8-inch .. - IX Z-l/4-inch, and shall meet the requirements of ASTI4 C 216, Grade St/. ,-Special or solid shapes or modulars as shown on the Drawings, or otheruise required, _shal'l be furnished- I
b - HOLLOi'| L0AD-BEARING AND NONL0AD-BEARING C0NCRETE MAS0NRY UNITS shall be as
manufactured and tested by members of the National Concrete Masonry Association, Iand sahll meet the requirements of ASTM c 90, Grade N, type 1. Al1 units shall be Imanufactured with standard weight aggregate. Special shlpes, including end and
iamb blocks, solid top blocks, bul] nose corners, and lintel and bond biam blocks Ietc., shall be furnished as hsown or required. I
;. ff;:l'i:l'.:::::.:'^l;"'J'l* ,,"" c,ay mortar in accordance with I
ASTM C 105.
3.0 EXECUTI0N r
I3.01 ERECTION OF UNIT MASONRY
a - I'IETTING 0F MASONRY UNITS. Brick hav'ing absorption rates (according to ASTM C 67)rin excess of 0.25 oz,/sq.in./minute shal'l be wetted from three to four-hours before -laying. All units \natt Oe uniformly wetted and nearly saturated so the absorpti:on Irate does not exceed the above amount, but sha'll be suiface dry without free water I
on surfaces when laid in the wall. Ouring freezing weather, units that require
ffiill":diitl"?"oiollill:: lvttn warm watei just beiore Iayins. concrete masonry I
b - J0INING 0F l,lORK. Where fresh masonry joins masonry that is partialiy or tota'lly 1let on concrete, the surface to be joined shall be free of loose material arid I
]ightly wetted. when necessary to "stop off" a horizontal masonry run, it shall r
be done by racking back one-ha]f length at each course and, if grlut ii used,stopping grout 4-inches back of rack] Toothing witt noi ui peniitted except upon Iwritten approval of the Architect. I
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r e - BONDING. All masonry shall be'l aid up in running bond, except half-double
I corner units shall be laid up in stacked bond.
c - LAYING UP MASONRY. Masonry shall be laid up true and plumb, with special units(corners, jamb blocks, headers, fillers, closers, fitters, etc.) as required to
form corners, returns, openings and offsets and maintain a proper bond throughout
the length of wall. Masonry walls shall be laid up tight against beams or deck
above, unless othen'lise noted.
d - CUTTING 0F UNITS. Cutting of masonry units sha'll be avoided if possible. If
cutt'ing of concrete masonry units is necessary, it shalI be done with a carbornumdum
wheel with all junctions and joints carefully and accurately fitted. No piece
shorter than 4-inches shall be used at any'iertical corner or jamb.
f - MORTAR BEDDING:
(1) Thickness. Unless othenrise indjcated, horizontal and vertical mortarjoints shall be 3/8-inch thick.
(2) Hollow Units. Mortar bedding shall be placed under the face shell of unitsbut shall not extend across webs, except that a full mortar bedding shall berequired under starting courses of nonreinforced units la'id on foot'ings, solidfoundation walls, lintels, webs adjacent to cells, face shells adjacent tocavities that are to be reinforced and/or filled with grout, and other loca-tions shown on the Drawings. Mortar shall be applied over the full thickness
and he'ight of face shell or solid end.faces and units shoved tight to formvertical joints.
I (3), Set the F'irst Course of Masonry above steel ljntels and bearing plates
I on full beds of mortar a minimum ofl/4-inch thick.
' S - ADIUSTI4ENT 0F UNITS. If it is necessary to move a unit afterit has once beenI set in place, the unit shall be removed froir the wall, cleaned and set in freshI mortar.
h - MASONRY LINTELS shall be built in place over masonry openings where masonryconstruction continues above, unless steel lintels are shown on the Draw.ings, -
(1) Shoring. Nood shoring or other approved means of support shall provide
a. level platform of proper elevation while'l inte't s are being built jn place.shoring shall be kept in place for a mnimum of seven days oi until linlel
has gained sufficient strength to support load.
(2) -Mortar Bedding. Units shall be laid end to end with full mortar coverage01 1ll abutting adges; the joints shall be shoved tight. provide a minimumof 8-'inches of beari.ng, unless hsown other-wise on the Drawings. Lintel shallbe set in a ful] bed or mortar.
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(3) Reinforcing Steel shall be accurate'ly placed and supported in
(4) _Grouting. Cavity shall be filled with grout, carefully rodded
complete filling and proper embedment of reinforcement. Take care
d'isplacement of reinforcement. Screed off excess qrout and level.succeeding course of masonry in a full mortar bed. -
the cavity.
to insure
to prevent
Lay next
0420- 3
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Ij - HoRIZ0NTAL REII{FoRCING AND TIES
(1) Horizontal Reinforcement. Un'less othemise noted, reinforcement sha'l'l be
instal]ed in the fjrst and second bed jolnts, 8-inches apart, irmediately abovelintels and below sJ'l'ls at openings and in bed joints at l5-inch intervals else-where. Reinforcement in the second bed Joint above or below open'ings shail
extend 2-feet beyond jambs. A'll other reinforcement shal'l be continuous,
except that it sha1'l not pass through vertica'l masonry control joints. Side
rods shall be lapped at least 5-inches at sp'lices. Reinforcenent shall be
placed to assure a 5/8-inch mortar cover on exterior face of wa]'ls and 1/2-
inch mortar cover on interior faces.
(2) l'letal Ties and Brick Anchors. Insta'l'l metal ties and brick anchors atfirst and second bed joints,8-lnches apart, irmediately above lintels and
be'low sills at openings and in bed joints at l5-inch interva'ls elsewhere
and at 24-inches o.c. yertically.
k - FLASHIIIG AND tfEEP H0LES. Build flashing into walls as shown on the Drawings.
Care shall be taken not to puncture flashing materja't. Fonn weep holes at 32-inch
centers abore all fiashlng with 3/8-inch diameter rope. Keep weep ho'les clear and
free of mortar droppings and do not remove rope until wa'lJs are comp'lete.
'l - BUILT-IN ITEI-6. Build ln all door and window franes, steel lintels, bearingplates, anchors, vent louvers, vents, anchor bo] ts, s'leeves and other miscellaneousitems. Lintels and bearinE p'lates shall be set on fu'll beds of grout, leveled
and at correct elevation.
m - C0NTR0L J0INTS. Construct control joints as detailed and at locations shown
on the Drawings. Lay masonry up to a continuous vertica'l strip of 3/8-inch thick
plyvlood or hardboard to insure plumb, uniform and aligned control joints, with
continuous vertica'l breaks from top to bottom of wal'l or from bond beam to bond
beam. After removing strips, rake joints back 3/4-inch.
n - EXPANSI0N JOII{TS sha]] be continuous, f-inch wide, fron top of wal] to bot-
litrllrlitlir.l]tt with tno layers of f-inch thick conpresslbl! filler compressed I
o - OPElliNGS AND CHASES for heating, plumbing, electrica'l ducts, p'ipes, and condiutsshall be buJ'lt into masonry wal'ls.- Cutting of units to accomnodate work of othersshall be perfonned by masonry mechanics. Chases shal1 be kept free from mortar and
debri s.
3.02 TOOLING AND POINTING
a - T00LING AltlD P0INTING. Joints shall be struck flush and after mortar has been
Partia]'ly set, but is sti]'l sufficiently plastic to bond, joints shal'l be too'ledwith a tool which compacts mortar and presses excess mortar out of the joint
rather than dragging it out. A'l't jo'ints sha'l'l be made with a straight c'leanline.
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b - FLUSH JOINTS. Joints shal'l be struck f'lush at the fo'l'lowing locations:
(1) !,ta'l'ls concealed by other finish materia.l.
(2) All Joints in chases, cavities, wal'ls concea'led above ceilings and wallsconcealed below grade
P0iNTIllG. Joints which art not tight at the time of tooiing sha'l'l be rakedpointed and then tooled.ut,
.03
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INFORCED
A . LAYII{G I*IASONRY
(1) l'lasonry sha'l'l have vertical alignment to provide minimum 2-inch x 3-inchc'lear continuous unobstructed cores,
(3) Top Bed rloints may be sloped down toward the center of wall to ninimizethe amount of mortar. fbrced into grout spaces. ilni wiricn pro5eci into-co"esto be grouted sha'l I be removed.
Il) . ttiSf:!.ift Grouting. l{hen high-tift grouting is used, a1temate face ofDlocl(s wltn cores to receive grout sha'l 'l be removed to provide cleaning holesat bottom course. A jet streim of water sha'l I be used lo retnove excess mortarfins and any other foreign matter from grout spaces at leasi iwici i-aiv-'duringmasonry construction. cleanouts shal'l be sealed before grouting.
b . PLACII{G REINFORCING
(l) Horizonta'l and vertical reinforcing shall be accurately positioned asshown on the dravings and rigidty secrir6C againsi aispticem,int. Reinforcingbars sha]l be straight, exceft f-or bend aroina corneri and where bends or J
hooks are detai'led on the driwings.
(2) Foundatlon dore'ls that do not'ljne_up with cores shall not be slopedmore than one horizontal in six vertica].' Dowe]s shail be groutea ini6-icore in vertical alignment, even though it is in an adjaceni core to verticalwa'll reinforcing.
.(gl Low-Lift Grouting. - lJhen low-1ift grouting is used, vertica'l reinforc.ingbars sha'll extend a minJmun of 30 brp diameteri aoovi.t6p course.
!a) High-Lift.Grouting._ t{hen high-1ift grouting is used, verticat rein-forcing bars shall be he'ld in positjon at-top ani bottom ind at intervalsnot exceeding 150 bar diameteri.
(5) Bars sha'|l be'lapped a minimr,rn of 30 bar diameters at splices andspaced at,least one_bar diameter apart or wired together. Sitices in adjacenthorizontal bars sha'll be staggered.
(6) .Reinforci.ng-bars sha'll be completely enbedded in grout in accord withthe A,merican Nationa'l Standard Buiiding Lore Requirereits for Reinforcedilasonry.
0420- 5
C . GROUT
(1) Fine grout shal'l be used where the'least dimension of cores does not
exceed 4 inches.
(2) Coarse grout shall be used where the least diminsion of cores does not
exceed 8 inches.
d - LOW-LIFT GR0UTING 0F CORES which are reinforced sha]l be made in lifts of a
maximun of 48 inches. Spaces containing reinforc'ing shall be solidly fi'l'led withgrout which shall be puddled or vibrated into piace.
e - HIGH-LIFT GR0UTII{G 0F CORES which are reinforced shal'l be made Jn]ifts ofheights not to exceed 48 inches. Grout shall be consolidated by pudd'ling orvibrating during placing and reconsolidated after excess moistuie'has beinabsorbed but before plasticity is lost. Grouting of any section of wal] betweengrout barriers shall be completed to the top of ihe wal'l in one day with a wait.ingtlme of from 30 minutes to 50 minutes betweln successive'lifts. l{i'lls exceed.ingan unsuPPorted height of 18 times the ra]l thickness shall be adequately braced.
f - cttr0FFs. llhen grouting is stopped for one hour or longer, grout pour shallbe stopped 1-1/2 inches below the tbp masonry course to fonn i [eV.
3.04 FIELD QUALITY CONTROL
a - TESTS. Contractor.shall provide testlng before and during construction, theslrglsth of the individua'l units used in reinforcing masonry ial'l conitructionshal'l be verlfied by-testils as specified in ASTM C'140. pirim teiiing irriti uein accordance rith t{C}tA 3.2-and AST?,,| E 447.
3.05 CLEANII{G DOI.JI.I AND DATIPPROOFING
a - CLEAN l,lAs0llRY, renoving dirt, nnrtar, stains, and other defacement, aftercompletion-of masonry woqk' 9r after al'l liabili[y from stain or other operationson.the buildlng ls passed. The use of wire brushis, strcng acids, or soiutionswhich-might-cause discoloration to work, disintegraiion of-mortar, or adjacentmaterials wi'l'l not be permitted. c'leaning down iha'l'l start at-ihi iop-ina-ut-continued dom unti'l such work is finlshed. Pointing shal'l be inspected and'|ny imperfections FePointed. After exterior face Urfci tras been cieaneo oown,it shall_be_given one spray coat of si'ticone aimpproiiing-is specttjed inSection 07U.
0420-6
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STRUCTURAL STEEL
sEcTIoN 05100
1.0 GENERAL
I.01 GENERAL CONDITIONS
a - The work under this section is subject to the General Conditions set forth
in Divls'lon 0 of this spec'ification.
b - Thjs Contractor shal'l read Division 0, "Instructions to Bidders", (00100), for
conplete clarification of the work.
1.02 SCOPE OF tlORK
a - Provide'labor, materials, equipment and supervision required to comp'l ete
work of this section to the full intent of the drawings and specificat'ions.
b - Deliver to the other trades materia'ls instal'led by then.
c - Related work specified elsewhere:
Concrete Reinforcement & Anchor Bo'l ts Section g32gg
1.03 QUALITY ASSURANCE
A . CODES Al{D STANDARDS:
(1) Comply with the provisions of the fo'llowing, except as othemise indicated:
(a) AISC "Code of Standard Practice for Steel Buildings and Bridges".(b) AISC "specifications for the Design, Fabricatlon, and Erection
0f Structural Steel for Buildings", including the "Comnentary
and Supplementd' thereto as issued.(c) AISC "specifications for Structural Joints using ASTl.t A 325 or
A 490 Bo1ts" approved by the Research Councity on Riveted and Bo1ted
Structural Joints of the Engineering Foundation.(d) At{S Dl.1 "structura'l t/elding Code.u
b . QIJALIFICATIONS FOR I{ELDII{G IORK:
(1) Qualify welding processes and welding operators in accordance with the
AUS "Standard Qualification Procedure".
(2) Provide certification that welders to be enployed in the work have
satisfactorily passed A}JS qualification tests within the previous 12 months.
c . DESIGN OF I,IEMBERS AI.ID CONNECTIONS:
(1) A1'l detai'ls shown are typical: simi'lar details
un1ess othenrise indicated. Verify dimensions at the
out causing delay in the work.
app'ly to sjmilar conditions,
site whenever possible with-
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Prornptly notify the Architect whenever design of members and connections
any portlon of the structure are not clear'ly indicated-
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1.04 SUBI.IITTALS
a - I'TANUFACTURER'S DATA:
(1) For information only, submit 2 copies of producer's or manufacturer's
specifications and installation instructions for the following Products'
including laboratory test reports and other data as may be required.to show
comp] ianie with theie spec'ifications (including specif ied standards).
Indicate by transmittal that copy of each applicable instruction has been
distributed to Fabricators, Insta'l 'lers and Erectors.
(a) Structural steel (each type), including certified copies of mi'11 reports
covering the chemical and physical properties.(b) High-strength bolts.(c) Structura'l steel primer paint.(d) Shear connectors.(e) Shrinkage-resistant grcut.
(1) Submit shop drawings showing complete details and schedules for the
fabrlcation and shop assembly of members.
(a) Architect's review of shop drawings will be for general considerations
on'ly. Conpliance with requirements for materials, fabrication and erection
of structural steel is the Contractor's responsibi'lity.
1.05 DELIVERY, STORAGE AND HAI{DLING
a - DELIVER MATERIALS to the site at such interrrals to insure uninterruPted pro-
gress of th work.
(1) Deljver anchorage devices where rquired which are to be embedded in cast-
in-place concrete in ample tine to not delay that work.
b - ST0RE I,IATERIALS to permit easy access for inspection and identification. Keep
stee'l mffibers off the ground, using pallets, platforms or other supports. Protect
stee'l members and packaged materials from erosion and deterioration.
materia'l s on the structure in a manner that m'ight cause dis-
to the members of the supporting structures. Repair of replace
or structures as directed.
2.01 MTERIALS
a - ROLLED STEEL PLATES, SHAPES, AND BARS: ASTM A 36.
STEEL PIPE COLUIINS: ASTl.l A 53, Type E or S, Grade B.
(?\
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b - SHOP DRA},I1N6S:
(1) Do not storetortion or damage
damaged materials
2.0 PRODUCTS
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b - C0LD-F0RI|ED STEEL TUBING: ASTI'1 A 500, Grade B.
c - H0T-FORMED STEEL TUBING: ASTM A 501.
d - UNFINISHED B0LTS AND NUTS: ASTM A 307, Grade A.
e - HIGH-STRENGTH BOLTS ANO NUTS: ASTI'I A 325, or A 490.
f - HEADED STUD TYPE SHEAR CONNECT0RS: ASTII A 108, Grade 1015 or 1020' cold
finished carbon steel; with dimensions comply'ing with AISC Specifjcations.
g - ELECTRODES l{OR TJELDING: Comply with AtrtS Code; Use E 70 XX Series.
h - STRUCTURAL STEEL PRII'|ER PAINT: Red'lead and Oil; TT-P-85, Type i.
i - I{ETALLIC NOI|-SHRINK GRQUT: Corps of Eng'ineers CRD-C588, TyPe ltl, pre-mixed
factora-packaged ferrous aggregate grout'ing compound.
(1) Products offered by manufacturers to comply with the requirements include
the following:
(a) Embeco; lrlaster Buj'lders.(b) Ferrolith G; Sonneborn.(c) Irontox; Toch Brothers.(d) Kemox C; Sika Chemica'|.(e) Vibra-Foi'l; bl.B. Grace.
2.02 FABRICATION
a - GENERAL. Fabricate items of structural stee'l in accordance with AISC Specifica-
tions and as indicated on the final shop drawings. Proper'ly mark and match-mark
al'l materials for fie'ld assemb'ly. Fabricate for de'livery sequence which wi'11 expedite
erection and minimize fie'ld handling.
b - CONNECTIONS:
(1) Conbinations of bo] ts and we'lds in the same connections are not pemitted,
unless otherrise detai'l ed.
(2) Ue]d or bo'lt shop connections, un'less othetwise shown.
(3) Bolt fie'l d connections, except where welded connections or other connections
are indicated.
(a) Provide high-strength bolts and nuts where shown
c - IIELDED COI{STRUCTIOI{S:
(1) Comply with Al.lS code for procedures, appearance and quaiity of welds, and
for methods used in correcting we'l ding work.
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d - SHEAR C0NNECToRS: Prepare steel surfaces as recommended by the rnanufacturer
of the shear connectors. Fjeld weld shear connectors, spaced as shown, to beams
and girders in composite construct'ion. Use automatic end welding of headed stud'
shear connectors in accordance w'ith the manufacturer's printed instructions.
e . HOLES FOR OTHER }'IORK:
(1) Provide holes required for securing other work to structural stee'l framing,
and for the passage of other work through steel framing members as indicated.
ProvJde threaded nuts welded to framing, and other special ty items as shown to
receive other work.
(a) Cut, dri'l'l or punch ho'les perpendicular to metal surfaces. Do not
flame cut ho'les or enlarge holes by burning. Dri'll holes in bearing p'lates.
f . SHOP PAIT{TII{G:
(1) Shop pa'int all structura'l steel work except members or portions of
members to be embedded in concrete or mortar. Paint embedded steel on exposed
portions and initial 2-inch of embedded areas on1y.
(a) Do not paint contact surfaces which are to be ne]ded or high-strength
bol ted.(b) Apply 2 coats of paint to surfaces which are inaccesslb'le after assem-
b'ly or erection. Change color of second coat to distinguish it from thefirst.
g - SURFACE PREPARATI0N: After inspection and before shipp'ing, clean stee'lwork
to be pa'inted or fire proofed complying with Steel Structures Painting Counci'l
(ssPC) SP-Z "Hand Tool Cleaning", or SSPC SP-3, "Power Too'l Cleaning", or ssPC SP-7
"Brush Off Blast Clean'ing". Remove oil, grease and simi'lar contaminates, complying
with SSPC SP-l "Solvent Cleaning".
h - APPLICATI0N: Inrnediately after surface preparat'ion, apply structural steel primer
paint in accordance with manufacturer's instructions and at a rate to provide a
uniforrn dry film thickness of 2.0 mi'ls. Use painting methods which wi'l'l result in
ful I coverage of joints, corners, edges and a1 1 exposed surfaces.
3.0 EXECUTION
3.01 IilSPECTIoN
a - Erector must examine the areas and conditions under which structura'l stee'l work
is to be.installed, and notify the O*ner in writing of conditions detrimental to
the proper and timely comp'letion of the work. Do not proceed with the work until
satisfactory conditions have been corrected in a manner acceptable to the Erector.
3.02 ERECTION
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a - GENERAL: Comply with AISC Specifications and Code
here'in specified. Maintain work in a safe and stab'l e
temporary guying unti'l the concrete deck structure is
of Standard Practice, and
condjtions during erection
compl ete.
0 s10- 4
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b - TEI'IPORARY SHORING AND BMCING: Provide as requ'ired, with connections of
suffjcient strength to bear imposed 'l oads. Do not remove temporary members and
connections untiT other supporting and/or bracing construction is in place and
fina] connections are made.' tlhen-al 1 supporting structure by others is in place'
remove all temporary shoring and bracing. Provide temporary guy lines to achieve
proper alignment of the structures as erection proceeds.
c - ANClloR BOLTS, IIASHERS, NUTS AND BEARING PLATES: Furnished by Structura'l
Stee'l Contractor and insta'l 'led by Steel Frame Footing Contractor.
I (1) Furnish anchor bolts, bearing p'l ates and other connectors required for
I securing structura'l to foundat'ions and other in-place work.
(2) Furnish templates and other devices as necessary for Presett'ing bolts
and other anchors to accurate locations.
(a) Refer to Section 03200 for anchor bolt installatfon in concrete.
d . SETTING BASE PLATES:
(1) Clean concrete bearing surfaces and roughen to improve bond. C'l ean
the bottom surface of base pl ates.
12) Set loose and attached base p'lates for structura'l members on vredges, or
other adjusting devices.
(3) Tighten anchor bolts after the supported menbers have been positioned and
plurnbed. Do not nemove wedges or shims, but if protruding, cut off flush with
the edge of the base plate prior to packing with grout.
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(4) Pack grout sol idly
that no voids remain.
allow to cure.
e . FIELD ASSEI4BLY:
between bearing surfaces and bases or plates to ensure
Finish exposed surfaces, protect jnsta'l 'l ed materials, and
(1) Set structural members to the 'lines and elevations indicated. Align
and adjust the various members fonn'ing a part of a complete frame or struc-
ture before pennanently fastening. C'lean bearing surfaces and other surfaces'which wi'l I be in permanent contact before assembly. Perform necessary adiust-
ments to compensate for discrepancies in elevations and a'l ignment.
(2) Splice members only where ind'icated.
(3) Do not enlarge holes in members
except in secondary bracing members.
accept bolts.
by burning or by the use of drift pins,
Ream holes that must be enlarged to
(4) Do not use gas cutting torches in the fjeld for correcting fabrication
errors in the structural framing. Cutting will be perrnitted only on secondary
members which are not under stress, as acceptable to the Architect. Finish gas-
cut sections equal to a sheared appearance when pennitted.
f . TOUCH.UP PAINTII{G
( 1) Inmed'i ately after erecti on, c'lean f i e] d wel ds , bo] ted connections , and
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3.03 FIELD OUALITY CONTROL
a - The Contractor will engage an independent testing
high-strength bolted connections and to perform tests
(1) The testing agency ri'l'l conduct and interpret the
each rneport whether the test specimens comply with the
specifically state any deviations therefrom.
abraded areas of the shop paint, and paj nt all exposed
materia'l as used for shop painting. Apply by brush or
minimum dry film thickness of 2.0 mi'ls.
areas with the same
spray to provide . I
inspection agency to inspectl
':.:::'::: ::::."::'*' I
requirenents' and I
and
and
b - CoRRECT DEFICIENCIES Jn structura'l steel work which 'inspections and laboratory
test rcports have indjcated to be not'in compliance with requirements. -Perfonn Iadditioiral tests, at Contractor,s expen3e, as may be necessary to reconfirm any f
non-compl iance of corrected work.
c - FIELD BOLTED CoNNECTIONS: Inspect in accordance with AISC Specification for Istructural joints. Inspect 10X of'the bolts but not 'less than two bolts per I
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I.IETAL FABRICATIONSI SECTIoN 05500
I 1.0 GENERAL
II 1.01 GEIIERAL CONDITIONS-
a - The work under this section is subject to the General Conditions set forthII in Division 0 of this specification.I
b - ThJs Contractor shall read Division 0, "Instructions to Bidders," (00100),
I for crnplete clarification of the work.
I.O2 SCOPE OF IORK
I . *t-rt" t.t* materia'ls, equipment and supervision required to conp'lete workt of this section to the fu'l'l intent of the drawings and specifications.
I b - Deliver to the other trades materia'ls'installed by them.r High Strength Stee'l Bolts ASTl,l A 325
I r.03 RELATED l{oRK spEcrFrED ELsEI{HEREI
.':1.I Grout and Grouting for Base P'lates Section 03370a1.04 SUBI'IITTALS
I a - SUBIIIIT SHOP DRAI{INGS for items specifjed herein in accord with the Genera'l
Conditions and General Requirements.
I z.o PRoDUcrsT
2.01 MATERIALS
I a - !,!ETALS. Un'less otherwise shoun or specified, metals for fabrication of
mlscel'laneous metal items and fasten'ings sha'l I be as fo'l lows:
I Steel ASTI,{ A 35t Steel Pipe ASTl.l A 53, Type E or S, Grade B, open
hearth or basic oxygen steel with maximun
I sulfur content of .05 percent.
I High Strength Stee'lBolts ASTl,l A 325
I b - FASTENINGS. Prov'ide bo'lts and fastening devfces required to set meta'l
fabrications in p'lace.
I c - GROUT I'IATERIAL for setting posts'in sleeves shal'l be Por-Rok Anchoring Cement
manufactured by Lehn & Fink Industria'l Products Division of Sterling Drug Inc.
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0550- II
f - HANDRAILS ANO BRACKETS shal'l be fabricated from structura'l steel shapes andother products as shown on the drawings and as fol lows:
(1) Handrails: 1l inch nominal diameter standard weight steei pipe.
Return ends toward wa] I and close off.
(2) Sleeves: 4 inch for setting posts.
(3 ) End Caps : Ju] i us Bl um & Co. , Inc.l{o. 910 Railing ends supported at wal1s
No. 937 elsewhere
(4) Handrai'l Brackets sha1l be one of the following:
Ju'lius B1un & Co., Inc. No. 386J.G. Braun Co., Inc. No. 454G
I - I'IISCELLANE0US ITEI'IS. Fabricate misce'l'laneous and incidental itenrs as shown
on the Drawings or as required to cmplete the tiork. l,liscellaneous items'include,but are not limited to, the following:
Beans and Angles
Gratlng Support Frame
2.02 FABRICATION
a - SH0P FABRICATION. Fabricate, fit and assemble miscellaneous metal itens inthe shop- l{ork that.cannot be pennanently shop-assembled strali-Ue iorpfeieiiassembled, marked and disassembied before-shipment io ensure proper asiemliy inthe fie'ld.
3.0 EXECUTION
3.01 INSTALLATION
a - INSTALL misce'l 'laneous and ornamenta'l ltems pllrnb, level , square, true to line,
secure'ly anchored, and in proper alignment and relationship to other work. Set
posts of railings in pipe s'leeves and grout. Install handrail brackets at S-foot
maximun centers.
b - FASTENINGS sha'l'l be concealed when practical. tlhere exposed in finished su,races,-siriw-h";;; ir'lir'6li-iiii'r,!ii, ;;i;;;-;ih"Ji::=rili* or spec.ified. r- I
c - JoINTS in exposed work sha'l'l be matched to produce continuity of'line and design,and shall be accurately fitted and firmly seir"io-wiir, rtii"rine iontacta. - - -
d - WELDING shall meet the requirements of the appropriate reconmendations of theAmerican b{elding Society. lteids exposeo to view'ii,iir'u"-gr"und smooth and uniform.
e - SH0P PAINTING- l'tiscellaneous steel .shall have one shop-applied coat of pa.int"Tnemec-99" or ZO-pound red lead appiiea at a rate oi-noi-f;ore than 400 square feetper ga] I on.
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I.IOOD & PLASTICS
I pIvISIoN 6
I Section 06100 Rough CarpentrYI Section 05200 Finish Carpentry
Section 061100 Architectura'l l{oodwork
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a - Furnlsh al'l nater{als, equlFtent, labor rnd pcr-fonn-all operrt{ons nccessatT
io do-rl'l-ctrp.ntry rork is itrom, scheduled or hcrelnafter speclfled.
( 1 ) l.{ood f rami ng f or wal l s, roof s, header Pl ates , etc.(2) Backing for equipment.(1) Blocking and supports for finish and miscel'laneous hardware & specialties.(4) Pre-engineered floor trusses.
ROUGH CARPENTRY
SECTIoN 06100
1.0 GENEML
1.0 GANERAL CONDIT]ONS
a - The work under this sectlon ls subject
in Section 0 of this sPeciflcatlon.
b - This Contractor shall r"ead DivJsion 0'
corap'lete clarif icatlon of . the work..
1.02 scoPE 0F lloRK
to the Genera'l Conditions set forth
nlnstructlons to Bidders", (00100)' for
I.03 STOR.AGE
a - 5T0RE LUHBER AND ROUGH CARPEilTRY IIAIERIALS on sklds rt least 6 inchcs above the
ground and protect materials frorn weather rlth raterproof covers.
2.0 PRODUCTS
2.01 I{ATERIALS
a - LU}|EER shall be scasoned, kiln dr{ed, S4S, rnd graded ln accord rith thc
1970 l{estem t{ood Products Assoclation Rules Book and grade stamped by thc lJestcrn
lrood Prcducts AssocJatlon, or graded ln accord wlth the 1970 Southern Plnc Inspec-
tion Bureau Standard Grading Rules for Southern Plne Lunber and grada nurked by the
Southern Pine Inspection Eureau
(1) l.lfscellaneous Franing and Blocking. Standard or better, all species.
(2) Boards. Exterior trfm ^rouqh sawn red cedar 1 x 6 S4S.Exterior siding, r6d cedar I x 4 V groove, tongue and groove S4S.
(3) studs. Plates, joists, rafters, sills & blockin9.
Interior - Stud grade spruce, plne or better 2 x 4.
Exterior - Stud grade Douglas fJr ,2 x 6, 2 x 8.
b - itLYt{0OO shall meet the requlrements of a U.S. Products Standard PS-l for
sofbrood p'lprood, and shall bear the APA trademark of the Anerican Plpood Association.
(l) l]Wooa Backer Boards shall be 24/O CP Int-APA P'lyrvood, 3/4-jnch thick.(2) Plwood (Sloned) Roof Sheathing shal1 be 24/0 C-D-Ext-APA'P1ywood, 1/2-inch thic(3) Plywood Soffit shall be Fir rough sawn l/2-jnch thicx.
0510- 1
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ineet with the National Design Specifjcatiof
!y National Forest Products Assoc.,
for loading cond'itions documented.
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c - PRE-ENGINEERED tl00DFL00R TRUSSES shallfor Stress-Grade Lgmber and its Fastenings
T'imber Construction Standards of A.I.T.C.
d - HARDWARE AND FASTENINGS
(1) Nai'ls shal'l be as fo'l'lows:
l,Jood Framing and Boards
Plyrood Curb Sheathing
Plpood Cants
Plyrood l'la'l I Sheathing
3.0 EXECTITIoII
3.01 ',IOOD FMI,IING
a - ERECTION 0F STUOS.
Conmon nai I s
requi rements
Code Nai f ing
8d Cormon
Cormon
Common
8d
6d
of size to meet the t
of Unifonn BuildingSchedu'le I
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(?) l.liscel'laneous Fastenings. Spikes, screws, 1ag bolts, and other
misce'llaneous fastenings and rough hardware shal'l be as shown on the
Orawings or as required to assetble and secure rough carpentry items.
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(1) Studs-shal1 b9 2 x-4rZ x 6 dnd 2 x 8; at 16-inch centers with large Aimensiorf
ieipendlcular to the wa]l, unless othen{ise shown or noted.
(2) Top Plate shall be doub'led. Overlap top plate at corners and
intersections with bearing partitions. Lap ends 48 inches.
(3) Sole Plate shall be anchored to Concrete slab with powder
actuated fasteners sinilar to Ramset drive pins. Size and spacing
shall be in accord with the manufacturer's reconnendations.
b . ERECTION OF I4ISCELLANEOUS FMI.IING ANO BLOCKING ShAI] bC AS ShOWN ON thE
Drawings or as required to secure finish materials to rough construction.
c - Al{CtCIRING 0F FRAIIING AND BLOCKIT{G to stee'|, concr€te' or masonry shall I
be by bolted connectjons. Bolts shal'l be located 12 inches from each end and f
at 6:foot centers maximul, unless othenrise shown on the Drarings or specified
herein. Bolts sha'l'l be built into concrete and masonry except that toggle bolts I
may be used at masonry. I
d - NAILING. l{unber and spacing of nai'ls and
sha'll meet the requirements of Table No. 25"Q
Code, 1982 Edition.
3.02 INSTALLATI0N 0F PLY',i000 CANTS
method of nai'l ing of framing /Niiii"s-schiaut., ugc I
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a - INSTALL PLYWOOD CAI{TS with face grain across supports leav'ing 1/16 inch
at end ioints. Nail to bearings at 6-inch centers along panel edges.
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I 3-03 INSTALLATIoN 0F FAscIA AND cuRB sHEATHINct
a - INSTALL PLY}IOOD l,lALL SHEATHING with long d,imension horzontal and wjth
I ends centered over supports. Space panels 1/16 jnch at ends and 1/8 jnch at
I edges. Secure to supports with fasteners at 6-inch centers at ends and lZ-inch
centers at interrediate supports.
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FINISH CARPENTRY
sEcTIoN 05200
1 . O GENEML
1.01 GENERAL CONDITIONS
a - The work under this section is subject to the Genera'l Conditions set forthin Section 0 of this specifjcation. --'
b - This Contractor sha'll read Division 0, ,,Instructions to gidder,,, (00100), forcomplete c'larificat.ion of the work.
L.Oz SCOPE OF I'/ORK
a - Furnish al'l material s,to do a'l I carpentry work as
equipment, 'l abor and perform all operations necessaryshown, schedu'l ed or hereinafter specified, includ.i ni:
a . I{ORK INSTALLED UIIDERthe folloring:
' Project Sign
1.04 suEr,tITTALS
a - SUBtliT SI{OP DRAI{INGS
Requirenents for casework
Secti on.
FIIIISH CARPENTRY but specified in other Sections inc'ludes
Section 01500
in accord with the Genera'l Conditions and Generaland closet and storage shelving items specified in this
a - SToRE FINISH CARPENTRY MTERIALS indoors, at least 5 inches above the ground,under waterproof coverings. lloldlngs, framei, stair-rai'l ings, case*ork, and:]o!:! and storase shelvins r"te.iiii'srraij-",it-oi deii;;;;a unti.l the 6uiloinsor storage area is enclosed and sufficiently dry-io-itrai-rateria'ls wiit not-oi oamagedby excessive moisture- Condition compos'itiin miterials for intirior apptiiaiions toroom temperature and humidity_!v unwrapping and standing separately on-ineii long edgesaround the roon for at least 4g hours irloi to applicati'on.
1.05 JoB C0N0ITI0NS
a - SCHEDULING. Do not insta'l I finish carpentry rateri als unt'il exterior doors ano
1.lno9w1 |F 'in place and unti'l.plaster, masonry, or wal'lboard joint tape ,is thoroughlydry and the interior of the bui]Cing ii Ariea ilut.
1.05
0620- 1
2.0 PRODUCTS
2..01 PLYW009 MATERIALS
a - SOFTI.|OOD PLYW00D shal'l meet the
softwood plywood, and shal'l bear the
(1) Project Sign. Plywood for
plynood, 3/4-inch thick.
requirements of Product Standard PS-1 for
APA trademark of the Anerican Plywood Assocjation.
the project sign shal'l be M00 EXT-APA
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oak, in sizes and shaPes I
the fol'lowing sizes and
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a - TRIM, HANDRAILS AND !,IIND0|.I SILLS sha'|1 be clear red
a s shovJn and deta i'l ed .
Condominiums shall be red oak' and ofb - M0ULDINGS 'in
Patterns:
Casings
Stops
Base
F'lat
Fl at
Flat
t/2"..X-L-3/4"
l/2" x L-L/4"l/2" x 2-3/4"
premiun grade, red oak veneer plywood in
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c - PANELING: l/4-inch plain s'liced,
'l ocation as shown on drawings.
2.03 FASTENINGS
a - NAILS FOR OTHER FINISH CARPENTRY IIIATERIAIS shh'll be as fo'l'lows:
Stock up to 1/2-'inch thick 4d f lni shing or casing nai'l s
Stock 1/2 -'3l4-iitch thick 6d finishing or casing nails
Stock 3/4 - f-inch thick 8d finishing or casing nails
Stock I - 1-1/4-inch thick 10d finishing or casing nails
2.04 MISCELLANEOUS FASTENINGS
a - SCRE}JS, TOGGLE BOLTS, EXPANSI0N B0LTS and other misce'l'laneous fastenings to
secure finish carpentry items p1ace.
fol I ows:
As recommended by plastic laminate manufacturer
2.05 ADHTSIVES
a - ADHESIVES shall be as
Plastic Laminate
3.0 EXECUTION
3.01 INSTALLATION OF MISCELLANEOUS PLYI,IOOD
a - INSTALLATi0N 0F OTHER PLYW0OD. Secure plywood
with nails spaced a 6-inch centers along edges and
mediate supports.
to furing, bl ocking or suPports
12-inch centers along inter-
2.62 S0FTW00D MATERIALS AND TRIM MATERIALS
06?0-2
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II 3.02 ERECTION OF PROJECT SIGN
lfiedinSectiono15o0,TemporaryFacilitieswhichI sha'l'l include the following:
t Name of Project
I Nann and address of 0wner- Name and iddress of Architect
Name and address of Contractor
I b - SIGN sha]l be painted by a professiona'l sign painter.
I 3.03 ITsTALLATIoN 0F ltoop rcLpINGs & TRIr,l
I l':-!fl IOLOINGS AND TRIII straight, plunb and'tevel, ln per-fect alignment, andI :;:illLj:"il,f'li'l!:;i"i:i:1";l?Ino:Jl:l:..'l;ffi$"ll,l l:l#,fi,i:l;;:1.putty.
I 3.04 TNSTALLATToN gF FAERICATEp ITEilS
- a - CABIIIETS shall be fitted and-installed_into spaces provided, with trinrningI iii.littotng neatlv and accurately done. seiure-lo walis with icre"J or toggie
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06 20- 3
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ARCHITECTURAL I'J0ODI.JORK
SECTION O54OO
1.0 GEI{ERAL
1.01 GENERAL CONDITIONS
a - The work under this section 'is subject to the Cenera'l Conditions set forth
in Section 0 of this specification.
b - This Contractor sha'l 'l read Division 0, "Instructions to Bidders",00100, for
complete clarification of the work.
1.02 SCoPE 0F HoRK
a - Furnish al'l materia'ls equipnent, labor and perform all operat'ions necessary
to do a'll car?entry work as shown, scheduled or hereinafter specified.
1.02 SUBMITTALS
a - SUBI.IIT SH0P DRAWINGS to the Architect in accord with the General Conditions
and Genera'l Requirements.
1.04 DELIVERY, STORAGE AND PROTECTIOTTI
a - DELIVERY AND ST0RAGE. Architectura'l woodwork sha'l'l not be de]ivered unti]
the build'ing or storage area is enc'losed and sufficiently dry so that the wood-
work will not be damaged by excessive changes in moisture content.
2.0 PRODUCTS
2.01 I,IATERIALS
a - PARTICLEBOARD sha11 meet the requirenents of U.S. Cormercial Standard CS 235,
Type 1-B-2, sha]] have a minimm density of 43 pounds per cubic foot, and sha]l be
3/4 lnch thick, un]ess othewise noted or specified.
b - PLASTIC LAI'IINATE sha'l'l be lJilson Art manufactured by Ra'lph l,lilson Plastic
Company. Thickness of plastic laminate sha'll be 1/16 inch where applied to counter-
tops and backsplashes and 1/32 inch thick elsewhere. Plastic laminate shall be
se1ected by the Architect.
2.02 I{OOD{ORK FABRICATION
a - CASEI{0RK shall confonn to the design and detai'l s shown on the Drawings, and
shal'l neet the requ'irements for casewoik as defined in the Architectura'l l{oodrvorkInstitute Quality Standards, Section 400, for Premium Grade woodwork for plastic'laninate or transparent finish. Unless othervise shown on the Drawings, casework
sha'l 'l be as fo] 'l ows :
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I 0640- r
(1) EXPOSED, ANO SEHI.EXPOSED PLASTIC LAI'IINATED, COMPONENTS ShaII be
3/4 inch thick particleboard with p]astic laminate bonded to both faces.
Exposed edges of plastic'laminated components sha'l'l be se'lf edgeC. Plas*.ic'laminate for balancing sheets sha'l'l match plastic'laminate on exposed face
of component. Exposed, p'l astic 'l aminated, components include doors, enos,partitions, tops, bottoms, backs, she'l ves, aprons, brackets and.fixed
panel s
(2) EXPOSED PLYI./O0D C0MP0NENTS shall be 3/4'inch th'ick hardwood plywood
with hardwood edge banding. Exposed plyrood components jnclude partitions,
tops, bottoms, backs, shelves and fixed panels.
3.0 EXEC1ITION
3.01 IIISTALLATION 0F ARCHITECTURAL |,/00DW0RK
a - SET STANDII{G AND RUNNING TRIl,l straight,plumb and leve], in perfect alignment
and closely fitted together. Joints shal'l be tight and rnade in a manner to conceal
shrinkage. Secure trim with finishing nails or with screws and glue where required.
Set nai I s for putty fi] I i ng.
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b - FIT All0 IIISTALL CASEU0RK jnto spaces provided,
neatly and accurately done. Secure to walls with
scribes at wa] 'l s 3/4 inch from face of casexork.
with trirning and scribing
screws or toggle bolts. Recess
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PRorEcrIoN
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Section 07250 Bjtuminous Damproofing
I Section 07170 Sjlicone Damproofing
I Section 07190 Vapor Barrier
Section 07210 Building Insulation
- Section 07220 Deck Insulation
I Section 07250 Perimeter Insulat'ionI Section 07400 Preformed Roofing
Section 07500 tlood Roof Shing1es
I Section 07530 l,laterproof ing lrlembrane
I Section 07600 F'lashing and Sheet Metal
Section 07800 Roof Aesessoriesr Section 07900 Sealants
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BITUI4INOUS DAMPPROOFING
sEcTIoN 07150
1.0 GENERAL
1.01 GENERAL CONDITIONS
a - The rork under this section is subject to the General Conditions set forth
in Division 0 of this specification.
b - This Contractor shal't read Division 0, "Instructions to Bidders" (00100) for
complete clarification of the work.
1.02 SCoPE 0F HoRK
a - ProvJde'labor, materials, equipment and supervision required to complete work
of this section to the full intent of the drawings and specifications.
1.03 DESCRIPiION
a - C0LD SEI,II-FIERATED SEl.lI-l,lASTIC DAIIPPR0OFING sha'll be app'lied from the top
of footings to wJthin 2 inches of finish grade of exterior walls of habitable
rooms below grade.
b - EIIILSIFIED SEI,|I-FIBRATED SEI'II-I,IASTIC DAI,IPPR0oFING sha'l'l be applied to "green"
concrete surfaces specified above.
i.04 JOB CONDITIONS
a - TEI.|PEMTURE AND I{EAT}IER. Unless othemise pennitted by the dampproofing
manufacturer's r€conmendations, dampproofing shal'l not be appf ied when temperatures
are below 50oF, during rainy weather, when rain is forecast within 24 hours' or
when freezing temperatures are forecast within 12 hours.
b - PROTECTIOII. Protect dampproofing from rain and moisture during initia'l set.
c - PR0TEdf O1HER I{ORK frm spillage of dampproofing materials and prevent
materia'ls fr"om penetrating and clogging drains and conductors.
d - SCHEDULING. Do not proceed with dampproofing work unti'l blocking, na'ilers,
piping, conduit, and other projections through the substrate have been installed.
2.0 PRODUCTS
2.01 }TATERIALS
a - SEI'II-FIBRATED SEIII-I,IASTIC DAI'IPPR00FING MATERIALS shall be one fo the fol'lowing:
The Ce'lotex CorPorationSemi-l.lastlc Coating
Oehydratine 10 Semi-l,lastic
Semi lhstic
b - PRII,IERS AND l?lINt{ERS, when required by
manufacturer, shal 1 meet the dampproofing
l'|.R. Grace and Co.
1.R. l.leadows, Inc.
the co'ld dampproofing materia'l
materia'l manufacturer' s recormendations.
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SiLICONE DMPPROOFINGr sEcTIoN 07170
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1.0 GENERAL
I 1.OI GENERAL CONOITIONS
'ffiect.ionjssubjecttotheGenera]ConditionssetforthI in Division 0 of this specification.
- b - Thjs Contractor shal 1 read Divis'ion 0, "Instructions to B'idders" (00100), for
I comolete clarification of the work.
1.02 SCoPE 0F l.roRK
I . - Provide labor, materials, equipment and superv'is'ion required to compiete work
- of this sect'ion to the full jntent of the drawings and specifications.
I I.O3 JOB MOCK.UP
.ffi*DAMPPRooFING.toha.lfofmasonryjobmock.up.si.|iconedamp.I proofing work shall not proceed until the sample application has been approved'' the the Architect-Engineer.
I i.04 JoB coNDITIoNsI-
a - ENVIR0NMENTAL C0N0ITIONS
I (1) Weather. Allow at least three dry, sunny days after a rain bdforeI itri application of sificone dampproofing, and do not apply if rain is
forecast w'i thin 24 hours after application.
I G) Temperature. Apply silicone dampproofing only when ambient temPeratureI if'SO"f br higher and when temperatures be'low 45oF are not forecast within
24 hours aftei application. Surface temperature of substrate shall be 40'F
I or higher at the time of application.
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b - PROTECTION. Protect adjoining work from spillage of blow-over of water
I repellent. Cover adjojning and nearby surfaces of a'luminun and g'lass wherever
I rhere is any possibility oi water repeilent being deposited on their surfaces.
- Cover'l ive p] ant material with drop cloths.
I c - SEQUENCING. Application of silicone dampproofing shall not proceed untilI substrate has cured for at'least two months and a]'l cau'lking and sealing have
been applied.
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I VAPOR BARRIER
I SECTIoN 07190
I r.o GEI{ERArI
1.OI GEilEML CONDITIONS
I a - The work under this section is subject to the General Conditions set forthln Division 0 of this specification.
I b - This Contractor sha]] read Division 0, "Instructions to Bidders", (00100),I for complete clarification of the rcrk.
I 1.02 SCoPE 0F r{oRK
I a - Provide labor, materials, equipment and supervlslon required to conpleter rork of this section to the full lntent of the drawings and speclflcations.r z.o PRooucrs
I * *o* *RRIER I,IATERIALsI
a - VAPOR EARRIER 0l{ GRADE BEI{EATH COtlCRgfE SLAB shal'l be slmllar to Vlsqueen
I Polyethylene Film nanufactured by Ethyl CorAoration, 6.0 mils thlck.rr 3.0 ExEcrJTIor{
I Iffirr* o, uoro* ro**rr* on u**, ,rn*r, ,onr**r r*,r
a - PREPARATIOI. Level and tanp base.
I b - INSTALLATI0T{. Apply with a 95 inch ridth parallel to the direction of pour.
Exerclse car€ to avoid puncture. Lap joints 6 inches and seal with adhesive.
I Use pressure-sensltlve tape or vapor barrier material with adhesive to-seal
I punctures, tears, and penetrations through the barrier.
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BUiLDING INSULATION
sEcrIoN 07210
1.0 GENERAL
1.01 GENERAL.CONDITiONS
a - the work under this section is subject to the Genera'l Conditions set forth
in Division 0 of this specification.
b - This Contractor sha]'l read Division 0, nlnstruction to Bidders", (00100)' for
comp'lete clarification of the work.
1.02 SCoPE 0F IoRK
a - Provide labor, material s, equipnent and supervision required to complete work
of tnis section t6 tne ful'l extent'of the drawings and specificat'ions.
1.03 RELATED IIORK SPECIFIED ELSEI.IHERE
Gypsun Drywall Section 09250
1.04 PROI)UCT DELIVERY, STORAGE AIID HANDLING
a - SToRE IIISULATI0N I,IATERIAL to prevent it from becoming ret, soi'led or covered
with lce or snou,.
2.0 PRoDUCTS
2.01 THERi.IAL INSULATION
a - KMFT-FACED BLANKET INSULATION shal't consist of glass fiber and resinous binders
formed lnto flexible b'lankets with asphalt and kraft paper vapor barriers.laminated
to one face with l-lnch f'langes on loirg edges. and shal'l have an instal'led
Kraft-Faced Fiber Glass Insu'lation
Kraft-Faced Building Insulation
2.02 ACOUSTICAL II{SULATIOI{
Johns-l.ilanvi'l 'le Sa'les CorP.
Owens-Corning Fiberglas CorP.
a - SOUND ATTEI{UATING BLAIIKETS sha]] be one of the following:
Sound Control B'lankets Johns-Manvil'le Sales Corp.
(2-3/4 inches thick)
lloise Barrier Batts 0wens-Corning Fiberglas Corp.
(?-l/2 inches thick)
2.03 ADHESIVES AND ACCESSORIES
a - ADHESIVES, I,IECHANICAL FASTENINGS, AND ACCESSoRIES shall be those recorrnended
by the insulation manufacturer.
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3.0 EXECIJTION
3.01 INSTALLATION OF BLANKET INSULATION
A . INSTALL KRAFT-FACED BATT INSULATION With VAPOT bATTiET ON TOOM OT WATM SidC'
Tape with reinforcing tape at joints and perineters to form a continuous vaPor
barrier.
b - INSTALL Sott{D ATTENUATI}IG BLAnrnS betreen supports at'locations shovn on
the Drawings and hold in place by friction.
072L-2
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DECK INSULATIONr sEcTIoN 07220
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a 1.0 GENERAL.
I r.o1 GENERAL coNDITroNs
I a - The work under this section is subject to the General Conditions set fortht in Division 0 of this specification.
I b - This Contractor shall read Division 0, "Instructions to Bidders" (00100) for
I complete clarification of this work.
i.02 scoPE 0F w0RK
r a - Provide labor, materials, equipment and supervision required to complete workof this section to the full intent of the drawings and specifications.
| 1.03 pR'pucr pELrvERy, sr'RAGE ANp HAN'LING
I a - ST0RE DECK INSULATI0N MATERIAL to prevent it from becon'ing wet, soiled, orI covered with ice or snow. Store materials in a wann enclosure if the temperature- is less than 32'F.
I r.o4 JoB couprrroNsI
a - SEQUENCING ANO SCHEDULING. Apply no more deck insulation than wil'l be coveredl with deck at the end of each working day.
1.05 SUBMITTALS
I a - SUBI'|IT PRODUCT DATA to the Architect 'in accord with the General Conditionsr and General Requirements. C'l early mark product data to shol the type, thickness,
C and R values, and method of installation.
I 2.0 PRODUCTS
I ,.0, *rr**,
a - DECK INSULATI0N shall be lightweight rigid urethane foam board, reinforced
r glass fibers sandwiched between skin of asphalt saturated roofing fe'lt. The
I insulation sha'l'l have a maximun aged C value of 0.05, and shall be 'Rf of 20,r factory mutual approval for Class 1 instal 'lation over metal deck.
I 3.0 EXECUTT0NI3.01 INSPECTION
I a - CONDITI0N 0F SURFACES. Deck shal1 be ful'ly cured, dry, clean, frostfree,
smooth, and free of prejections that would keep insulation from laying f1at.
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0722-r
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3.02 PROTECTION
a - KEEP INSULATI0N DRY and, after laying, protect it from foot traffic, untilfini sh.
3.03 INSTALLATION OF ROOF INSULATION
a - INSTALL DECK INSULATION in one layer, laid over the roof deck in parallel
courses with staggered joints between insulation. Lay boards at right anglesto the ribs or joints in the deck. Tight]y butt joints between boaids. Insu-lation shall be neatly cut to fit around roof penetrations and projections.
b - INSTALLATI0N shall be in strict conformance to Manufacturer's specificationsqlq ln conformity with the membrane roofing requirements as specified in Section
07s00.
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0722-2
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PERIMETER INSULATIONI SECTIoN 07250
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I 1.0 GENERALI. 1.01 GENERAL CONDITIONS
I * tt.rror- rt*" attt tection is subiect to the General Conditions as set forth
I in Division 0 of this specification.
I b - This Contractor shall read 0'ivision 0, "Instructions to Bidders", (00100), for
I complete clarification of the work.
1.02 SC0PE 0F I'JORK
f a - Provide labor, materials, equipment and supervis'ion required to complete work
of this section to the ful'l extent of the drawings and specifications.
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I 1;04 PRODUCT OELIVERY. STORAGE & HANDLING
I . - STORE HSULATION MATERIAL to prevent it from becoming wet, soil'ed, or
I covered with ice or snow. Protect insulation from exposure to sunlight.
.. 1.05 J08 CoN0ITIoNS
r a - ENVIRONI'IENTAL REQUIREMENTS. lnstall perimeter insu'lat'ion with adhesive oniy
when temperature is at least 32oF.
I b - SCHEDULING. Proceed w'ith i nsta'l ]at j on of j nsul ati on on ly when 'subsequent
work, which conceals the insulation, is ready to be perforrned.
I 2.0 PRODUCTS-
2.01 PERIMETER INSULATION
I a - PERIMETER l'lALL INSULATION sha'l'l be rigid, c]osed-cell expanded polystyrene,
extruded into boards, 2 inches thick, with a max'imum thermal conductivity of
I 0.20 at 75"F or minimun Z-pound dens'ity urethane board, 1-112 inches lhick,
I with a maximun thermal conductivity of 0.14 at a mean temperature of 75oF,
and shall be one of the following types and manufacturer:
I Styrofoam SH Oow Chemical- CPR Uthane 210 Upjohn Chemical
No. 2.00 Urethane 0wens CorningIt b - ADHESIVE sha'I1 be Styrofoan Mastic No. 11 manufactured by Dow Chemica'l Company
or as recommended by the insulaljon manufacturer.
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0725-L
a - INSTALL PERIMETER INSULATI0N on subgrade exterior sur-faces of foundation wallsas shavrn on the Drawings. Cut and fit iogether and around-obstructio"il- nppiiwith adhesive where temporary support is iequired before backfiil.ino.
b - INSTALL PERIi"IETER IIALL INSULATI0N at exterior basement wall from grade line
to floor deck.
3.0 EXECUTION
3.02 PROTECTION OF COMPLETED I.IORK
a - BACKFILL CAREFULLY to prevent damdge 6r displacement of insulation.
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}IOOD SHINGLE ROOFING
sEcTIoN 07500
1.0 GENERAL
1.01 GENERAL CONDITIONS
a - The work under this section is subjectin 0jvisicn 0 of this specification.
b - This Contractor sha'll read Oivision 0,for complete clarificatJon of the work.
1.02 SCOPE OF I./ORK
a - Provide 'labor, materials, equlpmentrork of this section to the full extent
I.03 RELATED I./ORK SPECIFIED ELSEI,'HERE
I'lood Nailer, Curbs and Cants
F'lashinq and Sheet tleta'l
ilembrand Roofing
to the General Conditions set forth
"Instructions to Bidders", (00100),
and supervision required to completeof the drawings and specifications.
Section 06100
Section 07600
Section 07530
I.04 OESCRiPTION
3 - 'r- t{000 SHINGLE R00FING shall be installed on-all pitched roofs over 15# asphalt,
with aluminum valley ma-tirial-
I.05 QUALITY ASSURANCE
a - ACCEPTABLE MANUFACTURERS. Roofing material shal I be manufactured by:1q9pp".,
Qr other approved manufactur:er.
1.05 JOB CONDITIONS
a - THE R0OFING C0NTRACTOR shal'l be responsible for providing proper surfaces
to receive roofing and flashing. The entire.area to be roofed shall be inspected
by the Rodfing Contractor to determine that lt is free from debris and othergross irregularities, and shal'l not proceed until such defects have been corrected.
b - SEQUENCING AND SCHEDULING. Proceed with Wood shingles roofing work onlyafter substrate construction and framing of openings have been completed and
wood blocking, nailers, curbs, vents; piping, drains, and projections through theroof have been completed. .,t.loQd roofing shal'l proceed concurrently with roof
slipsheet and roof insulation work so that such work is entirely covered with
complete staging at the end of each working day.
0750- 1
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I1 .07 GUAMNTEE
a - RO0FING GUARANTEE. The Contractor sha'l'l submit to the 0wner two copies of Ithe nanufacturer's standard five-year guarantee for water t'i ghtness, including Iworkmanship, materials, and sheet metal work, and an additional five-year extended-
coverage as provided by the manufacturer and two years from the Roofing Sub-
contraitor fbr roofing and sheet mital rvork. I
b - DEFECTM |/ORK. The following types of fai]ure shall be considered as
defective work: leakage, delamination, lifting, loosening, splitting, cracking, aand undue expansion. I
c - OURING THE GUARANTEE PERIOO, the Roofing Contractor shall repair or replace Idefective roof system work to the standarA of ttre original specifications without Icost to the 0wner, including all labor,. material , and other costs jncidental to r
the work.
?.0 PROOUCTS
2.01 I'IATERIALS I
L/2', I0' exposed I
3.0 EXECUTiON
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a - tl08D. SHINGLES shal] be:
(t) #1 grade hand split and' me_di um 280 I bs/sq., cl ass
resawn- red -'cedar
'C' roof.
shakes. 24" long r
3.01 INSTALLATION OF SHINGLES AND ACCESSORIES
a - SHINGLE AND ACCESSORIES shall be applied in strict accordance wjth manufacrurersspecifications and shall be applied ovbi^ an underlayment of 15# asphalt saturatedfelt with edges lapped not less than two (2) inches.
b - SHINGLES shall be run over membrane roofing to within 18 inches of pitchroof/flat roof intersection or as determined by Architect to provide viiual continuitof pitch roof areas. A1 1 shingle running oveimembrane roofiirg shall be adhearedwith compatable roofing cement no nailing allowed within 2'-0" of roof intersection.
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WATERPROOFING MEMBRANE
sEcTI0N 07530
1.0 GENERAL
1.01 GENERAL CONDITIONS
a - The work under this section is subjectin Division 0 of this specification.
b - This Contractor shal l read Division 0,for complete clarification of the work.
T.O2 SCOPE OF t,lORK
to the General Conditions set forth
"Instructions to Bidders", (00100),
and supervision requ'ired to complete
of the drawings and specifications.
Section 05100
Section 07600
of the following:
.045'
a-
work
1.03
Provide labor, materials, equipmentof this section to the full extent
l{ood Nailer, Curbs and Cants
Flashing and Sheet Metal
1.04 DESCRIPTION
a - I'IATERPR00FING MEI'IBMNE shal'l consist
Viny1 ttater Barrier
1.05 QUALITY ASSUMNCE
a - ACCEPTABLE MANUFACTURERS. Primary waterproofing membrane materials shall beof the same manufacture, and shall be manufactured by B.F. Goodrich.
b - ACCEPTABLE APPLICAT0RS. Subcontract waterproofing membrane and associated
work to a single firm, with undivided responsibility for the specified performance
of component parts as follows:
Deck Insulation
Flashing and Sheet Metal
c - C00RDINATI0N. t'laterproofing membrane, deck insulation materials, and methodsof installation shal'l be coordinated to develop assemblies approved by waterproofing
membrane and deck insulation manufacturers.
a. INSULATION AND MEMBRANE MATERIALS sha].I be Kept dry at aI.I times. Where
materials must be stored outdoors, the materia'l s shall be covered wi th polyethylene
tarps or other suitable waterproof tarps. No unit having defects is to be installed.
075 3- 1
a - ALL HORIZ0NTAL MEMBRANE WATERPR00FING shatl
.045" thick manufactured by B.F. Goodrich.
2.0 PRODUCTS
2;0I WATERPR00FING MBIIBRANE
be BFG backed vinyl water barrier,
3.0 EXECUTION
3.01 INSTALLATION OF I.IATERPROOFING MEMBRANE
a - BFG BACKED VINYL WATER BARRIER shall be installed in accordance with the rmanufacturers current recommendations. I
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FLASHING ANO SHEET
SECTION O75OO
1.0 GENERAL
ilFTAL
a - The work under this section is subject to the General Conditions set forth
in Division 0 of this specification.
b - This Contractor shall read Division 0, "Instructions to Bidders", (00100), for
cornplete clarificatlon of the work.
1.02 SCoPE 0F HoRK
a - Provide labor, materia'l s, eguipnent and supervision required to comp'lete
rcrk of this section to the full intent of the drawings and specifications.
b - Deliver to the other trades materJa'ls instal'led by them.
1.03 RELATED I{ORK SPECIFIED ELSEI{HERE
Roof Accessories
Sealants
Louvers
1.04 I{ORK FURNISHED Bt'T NOT IT{STALLED
Insta'l'lation of thrt-wa'll flashing Section 04200
instal'lation of receivers in masonry Section 04200
1.05 QUALITY ASSURANCE
a - SMCNA STANDARDS. Except as othelise shown, detailed, or specified, flashing
and sheet metal rork shall comply xith appl'icable reconmendations and details of
the Architectura'l Sheet iletal ilanual of the Sheet ileta] and Air Conditioning
Contractors National Association.
1.05 SUBI.'IITTALS
a - SUBMIT SHOP DMI.IINGS to the Architect in accord with the Genera'l Cond'it'ions
and General Requirements. Shop drawings shall show the manner of form'ing, jointing,
and securing of flashing and sheet metal.
2.0 PRoDUCTS
2.01 SHEET I{FTAL iIATERIALS
a - GALVANIZED SHEET l,lETAL sha]] be copper bearing steel sheet, zinc-coated
(galvanized) by the hot dip process, conmercial quality' and sha]l meet the
requirements of ASTI-I A 526. Steel sheet shal] be galvanized to meet the require-
ments of ASTIII A 525 for G90 coating, and shall be mi]l phosphatized. Ga'lvanized
sheet metal shal1 be 26 gauge un1ess other gauges or thicknesses are recormended
by the SMCNA l.lanua] or the sheet meta'l manufacturer, are shown on the drawings,
or are specified herein.
0760_ 1
Section 07800
Section 07900' Section 102t10
2.02 FASTENERS
a - SOLDER shall meet the requirements of ASTfi B 32, 50 percent tin and 50 percent
lead used with t'osin f'lux.
b - NAILS shall not be'less than No. 12 gauge, with large f'lat heads' djamond
points, and barbed shafts, and of sufficient length to penetrate substrate at
ieast i/8 inch. Nails sha'll be hot dipped ga'lvanized stee'l for galvanized sheet
meta'l with lead washers.
c - SCREI{S sha't I be No. 12 copper, bronze, or brass round head wood screws of
Sufficient length to penetrate substrate 7/8 inch. Prov'ide 'lead, bronze' 0r
nylon expansion s'leeves where screws are used to secure sheet metal to masonry
or concrete. l{ashers sha'l I be brass or copper.
2.03 CEI,|ENTS
a - ROOFMG CEI,IENT shal'l met the requirements of FS SS-C-153, Type I, aspha'ltic' -except roofing shall be Type II when used with coa'l tar pitch. I
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2.04 IS0LATI0I{ I''IATERIALS
a - C0ATINGS AllD TAPES, for isolation of dissimi'lar materials, shall meet the
recmmendations of the sheet metal manufacturer.
Z.05 THRU.I{ALL FLASHING
a - CoI{CEALED Tl{RU-tlALL FLASHING sha]l be of the following types and manufacturer:
(1) Fabric Laminated Copper Flashing. Asphalt-impregnated fabric bonded
to both faces of 3 ounce copPer sheet.
Afco Copper Fabric Afco Products, Inc.
(2) Paper Laminated l.leta'l Flashing. Heavy, waterproofed, creped. Kraft
paper banded to both faces of 3 ounce coPper or to 0.003 inch thick
Type 304 l{ickel Chrorniun Stain]ess Steel.
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Afco Cop-A-Bond Duplex
Cop-R-Tex Duplex
(3) Viny] Sheet Fiashing sha'l'l
Vi-Seal, Type 30
BFG Vinyl l{ater Barrier
Iascoseal, Type 30
2.06 FABRICATiON
a - GENERAL FABRICATIoN. Fabricate work with lines and comers true and accurate.
Form exposed faces flat and free of buckles, excessive waves, and avoidab'l e too'l
marks, considering the temper and ref'lectivity of the meta'l , Provide un'iform
neat seams with a minimrm exposure of solder, we'lds, and sea'lant. Fold back
sheet metal to fonn a hem on the concea'led side of exposed edges and provide
so'ldered f'lat-lock seams unless othenrise shown or specified. Fo1low the meta'l
manufacturer's recormendations for tinning, soldering, welding, and cleaning f'l ux
from meta'l .
utou-L
Afco Products, Inc.
llasco Products, Inc.
be black, 30 mi'ls thick.
Afco Products, Inc.
Lexsuco, Inc.
l{asco Products, Inc.
3.0 EXECUTIoII
3.01 INSPECTION
a - SUBSTMTE CoNDITI0N sha'l'l be smooth, free from defects, dust, rubbish' and
other foreign material and with proiecting nai'ls driven f1ush.
3.02 IITSTALLATION
a - INSTALL I,IORK with'lines and corners true and accurate'in a'lignment. Insta]]
faces flat and free of buckles, excessive h,aves' and avoidab'l e too'l marks,
considering the temper and ref'lectivity of the metal. Provide un'ifonn neat seams
with minimun exposure of so1der, we'lds, and Sealant. Fo'ld back sheet meta'l to
form a hem on the concea'led side'of exposed edges. Fo'l'low the metal manufacturer's
reconmendations for tiniing, soldering, nelding, and c'leaning f'l ux from meta'l .
b - SIIACNA AND I,IANUFACTURER'S DETAILS. Install the work to meet the recomnendations
shown in the SMCNA lilanual and the recormendations of the sheet metal manufacturer,
except when othewise shown or specified. In the event of a conflict between
recomnendations of SI,IACNA and the sheet meta] manufacturer, the latter shall govern.
c - C0NCEAL FASTEI{ERS AND EXPANSIoN PRoViSI0NS wherever possible in exposed
rork and locate to ninimize the possibility of leakage. Cover and seal work for
a mtertight installation. Provide cleat-type anchorages for meta'l flashing and
trin wherever practical, arranged to relieve stresses resulting from building
movement and thennal expansion.
d - PR0VIDE FLANGES, ninimun 4 inches wide, for stripping in roofing or base
f'lashing and set in roofing carrent.
e - PROVIDE FOR TI{ERML EXPAT{SI0N for itens which exceed 15 feet in length.
Expansion joints sha'l'l be watertight, and shall be located as fo'l'lows:
(1) Flashing, Grave'l Stops, and Trin. At 2 feet fron conrers and inter-
sections and at 10 foot centers e'lsewhere.I
I f - 0VERLAPS sha]'l be as fol'lows:
Vertica] Surfaces
S'lopes 5 in 12 or greater
Itlininum 3 inches
l.lininum 5 inches
I l;t:tT FLAT-LQCK SQLDERED SEAl,lS un'less otherrise shown or spec'ified' with f'lux
h - SECURE GRAVEL STQP, EDGE STRIPS, Al{D CQPING in place rith nails at 48 inch
centers. Apply p'lastlc cement to substrate at nail locations. C'lip gravel
stop and coping to edge strip and nail through daub of sealant at 18 jnch centers.
Leave space for expansion between sections. Clip ioint cover at edge strip' set
into plastic cement, and nail to b'locking
i - IIEDGE I{ITH LEAD or other compatible materia'l at 2 foot centers where reglets
or raggles do not provide for snap-in anchorage. Drive redges in so that sealant
corplete'ly covers wedges.
3.03 CLEAIIING AND PROTECTION
a - TOUCH UP ABRAIDED ZINC-COATED AREAS where the coating has been damaged w'ith
a 2 mi'l dry-fi1m-thickness coating, with a h'igh concentrat'ion of zinc dust'
canplying with l,llL-p-21035, specifica1ly intended for repair of zinc coatings on
stee] .
I b - CLEAN EXPOSED SURFACES of substances which are visible or which m'ight cause
I corrosion of meta'l or deterioration of finish. n76n_?
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ROOF ACCESSORIES
SECTION O78OO
1.0 GEilERAL
1.01 GENERAL COI{OITIONS
a - The rcrk under !!i! seglion.is subject to the Genera.t Conditions set forthin Division 0 of this specification.---
b - This contractor.shal't read oivison 0, ,'Instructions to BJdders,', (00100), forconplete clarification of the work.--
1.02 scoPE 0F r{oRK
a - Provide labor, materrals, equiprent.and superuision r-eguired to completework of this specification ti ttie iull -intent bt tle arawin'gs .and specifications.
1.04 SUBMITTALS
a - SUB}IIT sl{OP DRA}'IIIG! AllD PR0Ducr DATA to the Architect tn accord with theGeneral Conditions and General nliuir.r.ntr.
3.0 PRopucrs
2.01 RIDGE VEIIT Shat I
connectors,/joi nE covers
Princevi I le, I1 linois.
be continuos Vent-A-system with engineeried plugs andin dark brown finish manufactured by HC producis,
3.0 EXECUTION
0RIESaccordingtothemanufacturer.sinstructionsano as snown on the drawings.-
0780- 1
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SEALANTS
sEcTloN 07900
1 . O GEI{ERAL
1.01 GENERAL CONDITIONS
a - The uork under this section is subject to the General Conditions set forth
in DivisJon 0 if this specification.
b - This Contractor sha'l'l read Division 0, "Instructions to Bidders", (00100)' for
conplete clarificatlon of the work.
1.02 SCoPE 0F lloRK
a - This rork comprises the furnishing and insta'llation of sea'lant work and jncidental
and related items'necessary to compleie the work as shown on the drawings and/or
specified herein.I
I 1.03 RELATED troRK SPECIFIED ELSEITHE4E
Fi'llers for Pavement and l,la'lks
Concrete Expansion Joint Fi'l'lers
Fi]]ers t Sea'lants used with
F'l ui d-App1 ied llaterproofi ng
Sealants used for G'lazing
Caulk'ing for Curtain lla'l'ls
DAP F'lexiseal 0ne-Part
DAP Flexiseal Two-Part
790 Bui'lding Sealant
scs
Duacthane Non-Sag Sealant
1.04 SUBMITTALS
a - SUBI,IIT CoLOR SN,IPLES to the Architect in accord with the General Cond'itions
and General Requirements.
1.05 JOB CONDITIONS
a - IIEATHER AilD TEI.IPEMTURE. Install sealants on dry days with temperatures between
40oF and 90oF.
b - PRQTECTI0N. Exercise special care to prevent damage to adjacent work during
instal'lation of sealants.
c - SEQUENGING. Insta'll Sea'lant adjacent to painted surfaces before adjacent
surfaces receive their fina'l coat of paint.
2.0 PRODUCIS
2.01 I,IATERIALS
a - THERIfSETTING BUILDIIIG SEALANT shall be one-part or two-part polysu]fide
(Thioko'l), po'lyurethane, or silicone sealants of the following types and
manufacture:
Section 02500
Section 03150
Section 07120
Section 08800
Section 08900
DAP Inc.
DAP Inc.
Dow Conling Corp.
Genera'l El ectri c
I'1.R. Meadows, Inc.
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I 0790- I
b . SiLICONE
Si'licone
scs-1700
SEALANT shal'l be l{hite and of the fol'lowing types and manufacture:
Rubber Bath Tub Cau'lk Dow Corning Corp.
General Electric
c - PRIMER shal'l be of the type and manufacture recormended by the sealant
manufacturer for use with the sealant spec'ified and the abutting materia'l s.
d - BACKER R00 shall be a c'losed-cell po'lyethelene or an open-cell polyurethane
rod recormended by the sealant manufacturer, of a diameter 1/8 inch greater than
the joint width up to 3/4 inch diameter and 1 lnch diameter for 3/4 inch wide
jo'i nts.
e - B0ND BREAKER, where required to break the bond between sealant and the
back-up material or joint filler, shall be a tape materia'l recormended by the
sealant manufacturer, or shal1 be polyethelene fi'lm.
f - PREF0RI.IED SEALANT shall be Acmasea'l neoDr€ne resilient extrusion manufacturer
by Acne Highway Products Corp. Series and sty'le shall be in accord with the
manufacturer's recomnendations for the respective application at the time of the
i nstal 'lati on.
g - PREFORI4ED SEALANT ADHESM sha'l'l be Prima-Lube Adhesive nanufacturer by Acrne
Hi ghway Products Corporation.
2.02 ilIXntc
a - l.lIX TI{O-PART SEALANTS by mixing the activator with the resin uniformiy andthoroughly,'in the proportions supplied to meet the recomendations of the
sealant manufacturer. Mix sealant in a mechanical mixer, o(cept very smal1
amounts may be hand nixed with a trowel.
3.0 EXECUTION
3.01 PREPARATION
a - CLEAN D0tlll J0INT SURFACES, using oi'lfree so'lvent for metal, glass, and other
nonporous surfaces, and by wire brushing concrete and masonry surfaces. Surfacesto receive sea'lant shall be sound, c'lean, and dry, and free of frost, laitance,curing compounds, waterproofing compounds, mastic compounds, corrosion, mill scale,rust' oiJ, tar, wax, paint, mastic, and similar contaminates. Sandb'last concretein contact with forn re1ease agents.
b - l,lASK ADJACEilT AREAS Js necessary to obtain a neat sealant'line.
c - PRIME C0NCREIE' AND SII,IIILAR POROUS SURFACES. Brush out excess mater'la] toinsure a uniform filn over the whole joint face. A1 1ow primer to dry out beforeapplying sea'lant.
3.02 INSTALLATION
a - Il{srALL MCKER ROD with a b'lunt rod or p'lain faced r-o'ller. Recess intojo'int to meet the requirements of the sealairt manufacturer's reconmendations forioint width and depth ratio. Do not puncture, fo1d, twist, or crease backer rod.
I0790-2
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b - INSTALL BoND BREAKER where sea'lant rou'ld other*yrise bond to backer rod or
joint fi'l'ler.
c - INSTALLATION OF CoLD-APPLIED SEALANTS. Apply sealant, holding the gun
nozz'le at an angle of about 45 degrees, and move steadily along the ioint so that
a unifor.n bead is app'l ied without dragging, tearing, or leaving unfilled spaces.
Push the bead rathei'than draw it with the gun leading. Fi'll ioints in vertica1
surfaces lever with adjacent surfaces and tool within ten minutes of application
with one continuous stroke to insure intimate contact with the joJnt faces, to
Femve any trapped air or voids, to consolidate material , and to provide a neat,
unifonn appearance. Fill joints in horizonta'l surfaces ho'lding the toP surface
of the sealant s'light'ly be1ow the adjacent surfaces.
d - II,ISTALLATIQII 0F PREF0RI{ED SEALANT. App]y preformed sealant adhesive to
both joint surfaces inmediately prior to sea'l installation. Insta'll preformed
sealant in accord with the manuficturer's recormendations and recess 3/8 inch.
3.03 CLTANING AIID PROTECTION
a - CLEANING. Remove masking irrnediately after app1ication and too'ljng operations
are conplete. C'l ean excess or spi'l 'l ed sealant from nonporous surfaces with so1 vent
before curing. C'lean excess or spilled sealant fron porous surfaces with abrasive
or mechanica1 means after curing.
b - PRoTECT SEALANT where bitrminous materia] is to be applied over thermosettingjoint sea'lant with vinyl or polyethe'lene sheet material.
3.04 SCHEDULE OF APPLICATION
a - APPLY T}|ERI'I0SETTING PAVING SEALANT at the follouing locations:
At wa]k expansion joints.
l{here wa]ks abut structura'l s'labs or stoops.
l{here wa1ks abut exterior wa'l'ls of buildings.
Where exposed interior concrete slabs'abut vertical surfaces.
l{here sealant is shown on the drawings for concrete slabs.
b - APPLY THERT'|OSFITING BUILDING SEALANT at the following 'locat'ions:
At exterior control joints.
At framed openings at exterior walls, including sil'ls and thresholds.
At misce'l laneous locations where caulk'ing is shown on the drawings and
intersect'ions of all disimiliar naterials.
c - APPLY SILIC0I{E SEALANT at the following 'locations:
At joint between top of ceramic ti'le base and adioining wall.
d - APPLY PREFORI'IED SEALAIIT at the following locations:
At expansion joints between concrete wa'l ls.
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I 0 790- 3
DOORS AND I,IINDOWS
DIVISION 8
Section 08100
Sectlon 08160
Sectlon 08211
Section 08360
Sectlon 08700
Section 08800
Metal Doors & Frames
I'lood l{indols
l{ood Doors
Overhead Sectional Door
Finish Hardware
Gl azing
MFIAL DOORS AND FRAI'IES
sEcTI0N 08i00
1.0 GENERAL
1.01 GENERAL CONDITIONS
a - The work under this section 'ls subject to the General Conditions set forth
in Division 0 of this specification.
b - This Contractor sha]] read Division 0, "Instructions to Eidders, (00100), for
complete clarification of the work.
1.02 5C0PE 0F t{oRK
a - Furnish al'l materials, labor and equipment necessary to erect al'l neta'l doors
and franes as indicated on the Drawings and schedules as specified herein.
b - See 0oor Schedule.
1.03 RELATED I{ORK SPECIFIED ELSEI{HERE
Caulking and Sealants
Flush lJood Doors
Hardware
Gl azi ng
1.04 HARDUARE TEMPLATES
a - HARDUARE TEI,IPLATES shal'l be furnished to the fabricator by the hardware man-
ufacturer. The fabrlcator sha'll dril1 and tap holes and make cutouts and rein-
forcenent in frames and doors to receive hardware ln a neat and proper manner.
1.05 COORDINATION
a - C0ORDINATE FRAI.IES with the requirements of the Glazing Subcontractor to
assure required bite, edge, and face c'learance.
1.05 REQUIREI'IENTS OF REGULATORY AGEIICIES
a - LABELED D00RS AllD FRAI''|ES. llhere noted or shown on the Oraw'ings, furnish
doors and franps bearing the label of Underuriters Laboratories or Factory f'tutual
Engineering Cor?., indicating the applicable rating and wall open'ing c'lassification
specified.
1.07 SUBI,IITTALS
a - SUBIiIIT SHOP DRAI{INGS to the Architect in accord with the General Conditions
and Genera'l Requirements. Shop drawings sha'l I show quantities, types andlocations. 0oor and frame construction sha'l 'l be ful1y detailed showing weights
of material , fjnish, framing, re'inforcing, method of mak'ing joints and cutouts for
e'lectrica'l boxes, and must ind'icate conformance with specified technjcal requirements.
Section 07900
Section 08200
Section 08700
Section 08800
UbIU.I
1.08 DELIVERY, STORAGE AND HANDLING
a - DELMRY AND ST0RAGE. Doors shall be sh'ipped invididua'l1y packed. Ship
frames with ang'le spreaders at door opening bottoms. Store doors and frames onthe building site, in an upright pos'ition, under cover, on wood sills or f'loors,in a manner that will prevent rust or damage.
2.0 PRODUCTS
2.01 HoLLotf r.tETAL D00RS
a - FACE SHEETS At{D FILLERS. Face sheets shall be 16 gauge cold ro'lled stretcher-'leveled stee'l internally welded to steel stiffeners of sufficient strength and
spac'ing to support the face sheets against impact and to assure f'l at face sheet
surfaces, or sha'l 'l be bonded to a rigid polystyrene, polyurethane, or a resin-
impregnated honeycomb core. If stee'l stiffeners are used, fill doors rith mineral
rock rool or fiberj'lass, or sound deaden inside faces of face sheets.
b - VERTICAL EDGES shal1 be mininm 16 gauge channels.with each face sheet wrapped
around the channels, meeting at the center-of the edge, with the resulting seam
closed,.1eldqd shut, and ground smooth. Other methods of edge fabrication areacceptable if they provide eguivalent strength and concealed-seans.
c - TOP AND B0TT0l,l EDGES shall be 16 gauge stee] channels. The back of the
channel shall be f'lush with the top and bottmr of face sheets. Inverted channels,if used, sha'll have filler caps. Tops shall be gnooth and flush.
d - HARDWARE PREPAMTI0N. Doors sha]'t be mortjsed, reinforced, dri'l'ted, andtapped for scheduled mortise hardware and reinforced for scheduled surface-appliedhardware. Hinge reinforcing shall be 7 gauge or heavier stee'l plate, continlbusfrom-top to bottom. Closer reinforcing shal1 be minimun 12 gauge steel , and otherreinforcing sha'l'l be 14 gauge steel.
e - APPLY ASTMGALS to the active 'leaf of the pairs of doors scheduled to receive
them.
f - I{ELDS shall be ground invisible, and depressions sha]'l be fi]]ed smooth.
g - sHOP PAII{T. After fabrication, thoroughly clean and degrease, phosphatize,
and paint doors with a rust-inhibitive primer.
h - UNDERCUT doors 3/4 inch to clear carpet rhere carpet is indicated in the
Room Finish Schedu'le.
2.02 PRESSED MfiAL FRA}IES FOR DOORS
a - FABRICATE PRESSED l,tETAL FRAIIES of 14 gauge cold ro11ed steel, fonned to typesand prof iles as shown on the Drawings. Bieals, angles, and amiies sha'l 't be -'
uniform, straight, sharply_defined, and true. Saw-m.itie, continuously we1d, andgrind corners of frames. -Terminate door stops 4 inches iuove f'l ooi w-ith 456 neturnto frame face except at exterior door frames.
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b - JAI'IB ANCHORS. Frames shall have adjustable ancors of 16 gauge corrugated
stee'l , permanently fastened to frame, for setting into masonry partit'ioni or
other appropriate anchors for conditions shown on the Drawings, Anchor eachjamb to the f'loor with an adjustable base anchor. Provide other types of anchors
when-r'equired for other conditions. Provide a minimum of three anchors per janbfor.frams up to 90 inches high and four anchors per jamb for franes ovei gg-incnes
hi gh.
c - REII{FORCING. Butt, closer, and holder reinforcing shall be minimtm 14 gaugefor stri_ke, 12 gauge for closer, and 7 gauge stee'l for butts. Frames stra] T dmortised, reinforced, drilled, and tapped for scheduled mortise hardware, and
sha1 'l be reinforced for surface-applied hardware. lield dust covers over dri'l ledrei nforcements.
d - sH0P PAINT. After fabrication, thoroughly clean and degrease, phosphatize,
and paint frames with a rust-inhibitive primei
3.0 EXECUTI0II
3.01 INSTALLATION OF PRESSED I'{FTAL DOORS AND FRAI,IES
a - Il{srALL FRAIiIES p'lunb, sguare, straight, true, rigid'ly secured in place, andproperly braced. Anchor frames securely to ttooi ani af jambs. l{e'ld'fie'ld joinrs,grind smooth, dnd fil'l with body putty lo completely concEal seansr includin! thoseat transom paneling, and to form a smooth unbroken iinished surface. l{here-framesare anchored with bo'lts, bolts shall be countersunk and surface made smooth with putty.
Hang hollow meta'l doors, preserving c'learances. Instal'l miscellaneous items asshown on the Drawings.
0810-3
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t,lOOD WINDOI^IS
sEcTIoN 08160
.I
. O GENERAL
I.O1 GENERAL CONDITIONS
a - The work under this section is subject to the GeneralDivision 0 of this spec'ification.
b - This Contractor shall read Division 0, ,'Instructions
complete c'l arification of the work.
1.02 scoPE 0F |.loRK
a - Furnish al 1 materials, labor and equipment necessary
and frames as indicated on the drawings and schedules a-na
b - See |.lindow Schedule.
I.O3 SUBMITTALS
a - SH0P DRAWINGS. Submit shop drawinqs to the ArchitectConditions and General Requirements.
I.04 DELIVERY, STORAGE AND HANDLING
a - oELIVERY AND ST0RAGE. Wood windows sha'll not be delivered until t,he buildingstorage area is enclosed and sufficiently dry so that windows will not be'aamigeAexcessive changes 'in moisture content.
2.0 PR00ucT5
2.01 IIATERIALS
a - CLAD CASEMENT l,llND0tls, SLIDING cLASs D00RS AND SKYLIGHTS to be pelta
manufactured by Rolscreen Co., pella, Iowa, or approved equal.
I. CLAD CASEMENT I''|INDOI,IS
a. FRME - sha'l 'l be water-repellent preservative treaded Western
Pine, assembled and w'i th operating hardware installed and allexterior surfaces clad with aluminum. Overall width of frame
shal 'l be 5" ( 127 nm) .
b. SASH - shall be Western Pine, 1-3/4" (44 mm) thick, water repellentpreservative treated. Corners shall be mortised and tenoned, g'l ued
and nailed. All exterior surfaces shalI be clad with aluminun,
1ap-jointed and sealcd.
c. FINISH - shall be applied to exterior surfaces only and
cleaning, etching and coating with baked enamel . Color
Dark Brown.
Conditions set forth in
to Bidders", (00100), for
to erect al I wood doors
as specified herein.
in accord with the General
shall include
shall be
0816- 1
or
by
d. GLAZING - shall be quality g'lass, g1azed from inside with
removable stops. Triple glazing panel shall include quatityglass set in aluminum frame, fitted to sash with vinyl gasket
seal.
e. WEATHERSTRIPPINc - shall be flexib'le polyv.inyl chloride materialin exclusive Dua'l Durometer des'ign, compressed between frame and
sash for positive seal on all four sides.
f. HARDWARE - shal'l include all-stee'l worm-gear sash operator with
hardened gears and exclusive draw-in compound-action heavy gaugeplated steel operator arm. Casement shall have cam-action iashlock at jamb, one installed on sash up to 48,'glass height; twolocks (unison operat'ing) installed on sash witF glass heights of
48'' and over.
Sash operator crank and lock shall be finished in baked bronze
enamel .
S. SCREEN - shall consist of fiberglass screen cloth set in bronze-tone
aluminum frame, supplied complete with ali necessary hardware.
h. ASSEMBLY AND TRIM - individuat units shall be furnished factory-
assembled with sash jnstalled in the frame, and without trim.
Trim shal l be supp'l ied as extra when specified.
2. SLIDING GLASS DOOR
a. FRAt'lE - shall be water repellent preservative treated Western
Pine at head and jambs. Metal sjll shatl be solid Type 6063-T6
extruded aluminum. All exterior surfaces except sill shall be cladwith aluninum. Overall width of frame shall be S-I/2, (140 mm).
b. D00R PANELS - sha'l 'l be water repe'l 'l ent preservative treated Western
Pine, 1-3l4" thick. Movable pahels shail have two adjustable
permanently-sealed ball bearing ro11ers. Track shall be stainless
steel . Panels shall be reinforced on all s'ides with welded 1-5116" xI-I/2'x 3/32" ste+l T-section. A] 'l exterior surfaces sha'l 'l be cladwith a'l uminum, 1ap-jointed and sea'l ed.
c. FINISH - sha'll be appljed to exterior surfaces only (except s'ill) and
sha'l 'l include cleaning, etching and coating with baked ename'l . Color
sha'l I be Dark Brown.
d. GLAZING - shall be quality tempered glass, glazed frcm inside with
removable stops and triple insulat.ing glass.
e. I,IEATHERSTRIPPING - shall be polypropylene on movable paneis.
f. HARDI,IARE - shall include latch for locking from inside on movable
panels and screens, spring closer and self-latching latch on screens.
Security footbolt standard; interior and exterior locks on panels shall
be supplied as extra where specified. Door and screen hand'l es andfootbolt shall be bronze finish.
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SCREEN - sha'l I be water repellent preservative treated Western
Pine, 3,/4" thick, reinforced on al'l sides with a 3/41 x 1,,x 1,/8r'rolled steel frame. Screen cloth shall be fiberglass. Screen'shall
be mounted inside movable door panels and shall roll on two adjustablenylon roilers. Track shall be foymed to engage screen rol'lers andprevent accidenta'l derailing of screen.
ASSEI{BLY - Screens and door panels shall be furnished assembled;
frame members shall be shipped KD.
3.0 EXECUTION
3.0.l HANGING tlINDol.lS
a - Frame opening properly level ,sill and masonry for caulking and
plumb and square, leave adequate clearance between
dimensional change of framework.
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r{000 D00Rs
sEcTIoN 08211
1.0 GENERAL
1.01 GENEML CONDITIONS
a - The work under this section is subject to the Genera'l Conditions set forth
in Division 0 of this specification.
b - This Contractor shall read Division 0'
complete clarifi'cation of the work.
1.02 SCoPE 0F t{oRK
"Instructions to Bidders", (00100), for
a - Furnish all materia'l s, labor and equipment necessarY to erect a'l'l wood doors
and frames as indicatea on ttre drawings aird schedules and as specified herein.
b - See Door Schedu'le.
1.03 RELATED I.IORK SPECIFIED ELSEXHERE
Hardware
G'lazl ng
Finish-of Doors (upon delivery)
1.04 REQUIREI.IENTS OF REGI'LATORY AGENCIES
a - LABELED DOORS. llhere noted or shown on the Drawings, funrish doors bearing the
label of Undewriters Laboratories Inc., or Factoty l'lutua] Engineering Corp.' indi-
cating the app'ticable rating and wall oiening classification specified. Doors shal'l
bear labe'l s from the same agency as the frames.
1.05 SUBI,IITTALS
a - SH0P DRAI{II{GS. Submit shop drawings to the Architect ln accord w'ith the Genera'l
Conditions and General Requirements.
1.06 DELIVERY, STORAGE AND HANDLiNG
a - DELIVERY ND STOMGE. l{ood doors sha'll not be delivered unti] the building or
storage area is enclosed and sufficiently dry so that doors wi'll not be damaged
by excessive changes in moisture content.
2.0 PRODUCTS
2.01 I,IATERIALS
a - LABELED !,1000 D00RS shall meet the requirements for Custom Grade F] ush Doors as
defined in Arch'i tectural }Joodwork Institute Quality Standards, Section 1300. Doors
shall be Al,lI Type 20 m'i nute Fl, lF1 , L-L/?FL, or as rated on the 0oor Schedule,
1-314-inch thick, and shalI be veneered with Plain Sliced Red Oak for transparent
finish. Order labe'l ed wood doors wi th width and height i/8-inch and 7/15-inch less
than net opening width and height, respectively, to minim'i ze trimminq of stiles and
rails. Doors to be machined for Mortise locks and butts and misc. hardware.
c821 - 1
I Section 08700
Section 08800
Section 09900
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b - 0THER SOLID C0RE W00D D00RS shall meet the requ'i rements for Custom Grade
Flush Doors as defined in Architectural Woodwork Institute Quality Standards,
section 1300. Doors shall be Al'lI Type AA1 or 81 , 1-314 inch thick, and shall
be veneered with Pla'i n Sliced Red Oak for transparent finish. Doors to be machinedfor mortise locks, butts and misce'l Ianeous hardware.
c - B00K MATCHING 0F PAIRS solid core wood doors shall meet the requirenentsfor Premium Grade Flush Doors as defined in Architectural Woodwork Institute
Quality Standards, Section 1300. Doors shall be A|'JI Type AAI or 81, l-3l4 inchthick, and shall be veneered with Plain Sliced Red Oak for transparent finish.
3.0 EXECUTION
3.01 HANGING OF I.IOOD DOORS
a - FIT l.I000 D00RS to provide l/8-inch clearance at all four edges, except greater
clearances shall be prov'i ded at door bottoms where undercutting-or carpetini is
scheduled or occurs. After fitting, a'l I wood doors shall ue installea. Doorsshall not be cut dorn from a larger size to fit a smalier open'i ng. Prepare doorsfor jnstallation of hardware items to produce the best possible 6peratibn and
durab'i I i ty.
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OVERHEAD SECTIONAL DOORS
- sEcTIoN 08360
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I 1.0 GENERAL
r 1.01 GENEML coNDITIoNS
I * Tl" *"k ,.d"t ahir .ection is subject to the General Conditions set forthI in Oivison 0 of this specifieation.
I b - This Contractor shall read Divlsion 0, "Instructions to Bidders", (00100), for
I complete clarification of the work.
1.02 SCoPE 0F l'oRK
I a - Furnish all materials, labor and equipment necessary to erect a'l 'l metal sectiona'lI doors and frames as indicated on the drawings and schedules as specified herein.Ir r.o3 sUBMITTALs
I a - SUBMIT SH0P DRA}{INGS AND PR0DUCT DATA to the Architect in accord with thet Genera'l Conditions and General Requirements.
I 2.0 PR0DUCTS
I 2.01 OVERHEAD SECTIONAL DOOR
I a - 0VERHEAD SECTI0NAL D00R shall be as follows:I
Model No. 732 Wood Panel Doors Jim llalter DoorsI lilodel No. 700 0verhead Door CorporationI
0peration ahs'l I be by electric door operators, no 91 ass panels, 1-3/4" thickness,
I oi1 tempered helical torison springs, hot dipped galvanized 2" track, key cy'l inder
I and night 'latch, factory PMME paint.
I 3.0 EXECUTION
I 3.01 INSTALLATION
I " - *t* OUt**D SECTIONAL D00RS securely anchored in a straight, plumb, and levelt condition without distortion, in accord with the manufacturer's installation details
and instructions.
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0836-1
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FINISH HAROT.IARE
sEcTioN 08700
1.0 GENEML
1.01 GENERAL CONDITIONS
a - The Hork under this section is subject to the Genera'l Conditions set forthin Oivision 0 of this specification.
b - This contractor sha'l 'l read Division 0, "Instructions to Bidders", (00100), for
complete clarification of the work.
1.02 SCoPE 0F HoRK
a - Furnish and de'liver a'll finish hardware as specified within this Section.
b - ltlake modifications in hardrarc required by constructlon characteristics in a
manner to keep the specified operative or functional features.
c - Furnish al'l itens of hardware not definite'ly speeified or listed but requ'ired for
completion and proper operation of the work; provide type and qua'l ity suitable for
service required and comparable to the kind specified and/or conpat'ible with existingor similar use.
1.03 RELATED I.IORK SPECIFIED ELSEI,IHERE
None
1.04 REOUIREI'IENTS OF REGULATORY AGENCIES
a - LABELED HARDIIARE. Furnish hardxare as hereinafter scheduled, including addi-tional itens that are required to provide frame and fire door assemblies that meetthe requirements of Underyriters Laboratories Inc., for the rating and wall appli-cation noted on the 0oor and Frane Schedule. Hardrare on doors so noted sha'l I beIisted in the latest edition of the 8ui1d'ing l.lateria'ls List published by Under-writers Laboratories Inc.
1.05 SUBMITTALS
a - SUBI'|IT HARDIIARE SCHEDULE to the Architect in accord w'ith the requirernents for
submitting shop drawings as stated in the Genera'l Conditions and General Requirenents.
The Hardnare Schedule sha'l 'l list the type, manufacturer's name and number, finish,
and location. Abbreviations and symbols used on the Schedu'le sha'l 1 be exp'lained.
1.05 DELIVERY OF I.IATERIALS
a - PACKING AND I.IARKING. Package each item of hardware and each lock set separate'lyin ind'ividual containers, complete with necessary screws, keys, instructions, and'installation templates for spotting mortising tools. Mark each container with theitem nunber corresponding to the number shown on the Hardware Schedule.
b - DELMRY 0F KEYS. After locks have been installed, tag keys according to their
corresponding locks and deliver to the 0wner or his authorized representative.
0870- 1
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2.0 PRODUCTS
2.01 HARDI.IARE
a - FII{ISH HARDWARE sha'll have an allowance of $7,569.96.
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items of hardware which are necessary to make a complete workman'l ike insta'l 'lation
even though such items are not specified. Such miscel'laneous items shal'l be equalin quality to items which are specified. Knobs and roses shall have no attachmentscrfls. Except where othewise schedu'led, exposed screh,s shall have Phillips heads.
Z.O2 HARDI.JARE TYPES
a - Hardware types and sizes sha'll be bui'lding standard and/or as spec'ified here'in.
b - C'loser: All c'losers sized to and in confonnance with factory recomnendations.
Door c'losers shall in no case restrict swing of doors, but shall al'low door to open
as far as conditions pennit. List and verify degree of opening for al'l c'losers.
c - Locks and Latches: Strikes to have extended lip where required to protect
trim from being marred by latch bolt.
d - Stops and Holders: Check drawings for suitability and method of anchorage.
Provide stops rherever a door or an iten of hardware on a door might contact a
wall or other type of the building construction of types as scheduled.
e : Door Si'lencers: Al 1 door: shall receive three door silencers.
f - Butts: Two pair per door, un'less otherwise noted. A'l'l doors sha'll have
4-L/2 x 4-112 inch square butts.
fo1 lowing I isted manufacturers:
McKinney
Russwfn
Rocrwood
Rus sw'i n
LCN
Rockwood
Glynn-Johnson
l{ati onal Guard
General Lock
Rockwood
Rockwood
Nationa'l Guard
H.B. Ives
Prov'ide additional
g - Hardware is taken fron the
Butts
Lockst{all Stops
Cyl inders
CJ osers
Fl ush Bo'lts
Hol ders
Threshol d
Pul I 101 Back to Back
Kick Plates
Push/Pul'l P'latesl{. Strip
Ba]l Latches
0870-?
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- 2.03 KEYIIIG
I a.CONSTRU TIONKEYING
I Furnish exterJor door lock sets brith keyed alike removable core
I cylinders for constructlon keying.
Furnish construction passkeys.
I b-|GYS
Furnlsh tuo keys for each corbination.II c - GRITND I'IASTER KEY
I Grand master key all 'locks and furnish five Erand master keys.
e - BLAI{|(S
I Furnlsh trenty blank keys.I
r 3.0 EXECITIOII
3.01 IilSTATLATIO!{
I . -*^*t* 0F HARDT{ARE. Hardware for lnstallation on doors or frames is tor be made to standard temp'lates, and such temp'lates delivered to the fabricator formrtised hardrare. Reinforcement for surface-applied hardware ri'l'l be by the metalI fabricatori drilling and tapping sha'l1 be done in the field by the hardware insta'ller.I Unpack and lnsta'll hardware in accord with the manufacturer's instructions.
. 3.02 GUARAIITEE
r a - All hat{nare shall be factor? guaranteed, free fi.on defects in worknanship andnaterlal for a period of one year after acceptance of the building.
I b - Door closers shall carry a factory five-year guarantee.
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0870-3
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GLAZING
SECTION O88OO
1.0 GENERAL
1.01 GENERAL CONDITIONS
a - The work under this section is subject to the Genera'l Conditions set forth
in DivisJon 0 of this specification.
b - This Contractor shall read Division 0, "Instructions to Bjdders", (00100)' for
corplete c'larification of the work.
1.02 SCOPE 0F lll0RK
a - Provide'labor, naterials, equipment and supervision required to conplete work
of this section to the full intent of the drawings and specifications.
b - lJork includes glazing wood frames for fixed glazing on the exterior ralls,
intermediate mu1 lions, doors and frames, sidelights and mirrors.
1.03 QUALITY ASSURANCE
a - GLASS shall nreet the requlrernents of Federa'l Standard t{o. 123. Remove material
containing bubbles, scratches, or otlnr g'lass irmediately upon notice. Each piece
of g'lass shall bear the manufacturer's label.
b - CO0RDINATI0N. The Glazing Subcontractor shal'l coordinate his requirenents
with the Frame Subcontractor to assure that frames are provided with required
bite, edge, and face clearance.
1.04 STORAGE AND HANDLING
a - STACK GLAZING SHEfl'S at five degrees to seven degrees frm vertica'|. Separate
sheets with interleaving of protection paper and cushion top and bottom edges withfelt. Cover to protect material frorn wind-blown water or run-off but provide for
venti'l ation and clrcu'lation of coo'l , dry air. i|aintain temperature above dew point.
Protect glazing material from relding, sandblasting, and other potentially damaging
operations.
b - HANDLE GLAZING SHEETS to preyent daraage to edges and corners.
1.05 JOB CONDITIONS
a - TEI.IPERATURE shall be 40F or higher during app'lication and curing.
2.0 PRopucTs
2.01 GLASS
0880- 1
a- CLEAR TEMPERED CLASS (CTG) shall be l/4-inch thick, tempered, tinted, float
or plate 91ass.
b - TINTED INSULATED GLASS (TIG) TRIPLE GLAZED shall consist of an outer sheet of1/4 inch thick' tronze tinted float or plate glass and an inner sheet of 1/4 inchthick, clear, float or p'late glass separated with a metal spacer to provide 1/4 inchair space and hermetically sealed with primary and secondary seals. The metal
spacer shall contain a dry'ing agent.
c - I,|IRRORS sha]] consist of l/4-inch thick clear poljshed glate g1ass, si'lvered I
heavily on back, rith silvering protected by an e'lectrical1y app'lied copper coat'ing. I
I'rovide a ten year guarantee against defect and spoilage of silvering'
2.02 GLAZING ACCESSoRIES I
a - GLAZING SEALANT C0I{P0UND All0 TAPE sha]'l be of the type and manufacture recom-
menoia Ui itri-giaiint manuiaclurer ana reconnended by tire sea'lant manufacturer for Ithe type of glass and application. Color shall match frame color. t
b - GLAZING CHANNEL CLEANERS AND PRII,IER-SEALERS sha]'l be as recormended by the Iglazing sea'lant manufacturer. I
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c - SETTING BL0CKS, SPACERS, AND
hardness and size reconmended by
3.0 EXECUTION
3.01 PREPARATION
FULLERS shall be neoprene of Shore A duroneter rthe glazing manufacturer. I
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a - FIELD I{EASURE FRAI'|ES to detennine actua't sizes for glazing materia'ls.
3.02 INSTALLATION
a - INSTALL GLASS GLAZING SHEETS, together with miscellaneous glazing accessories, Ito meet the recornnendations of the Glazing !,lanual for F'l at G'lass Products of the r
F'lat Gl6ss l,larketing Association except the manufacturer's recormendations sha1 l
prevai'l when they differ fr-om the Glazing lrtanual.
3.03 CLEANING AND PROTECTION I
a - REIOVE LABELS from glass irnnediately aftelinstallation.
b - CLEAN GLASS with a soft, c1ean, gritfree c'loth and m'i'l d soap, detergent, orslightly acldic cleaning soiution.'imediately rinse with cleair water ind remove Iexcess rfnse water with a clean squeegee. Do not use an abrasive c'l eaner. I
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I c - REI'IOVE GREASE and miscei'laneous glazing materia]s with comnercia'l solvent.
I Fol'low with normal wash and rinse. Be carefu'l not to damage glaz'ing or seals.
I d - PRITECT GLASS from breakage by app'lying crossed streamers to framing' away from
t glass. Do not 6pp'ly markers or signs of any type to surface of glazing.
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0880-3
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_ DMSIoN 9
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Section 09250 Gypsw DrywallI Section 09300 Tiie|| Section 09510 Acoustical Ceiling
Sectlon 09900 painting
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GYPSUI,I DRYI.IALL
sEcTIoN 09250
1.0 GEIIERAL
1.01 GENERAL CONDITIONS
a - The work under this section ls subject to the Genera'l Conditions set forth
in Dlvision 0 of this spec'ification.
b - This Contractor sha't'l read Division 0, "Instructions to Bidders", (00100), for
complete clarification of the work.
1.02 SCoPE 0F HoRK
a - Fumish all nateria'l s, eguipment and'labor and pgrfonn al'l operations necessary
ior ttre compiete instaltaiiori oi gypsun board and related materiels as shown on
drawlngs ani specified herein inc]uding, but not limited to' the following:
(1) Gypsun drynall on wood studs - drops, horizontal and vertical walls.
(2) Gypsrm boar{ on wood studs with sound retardant.
(3) Ceillngs: Gypsun board on metal suspension ceiling systern and wood joists.
(4) Exterior Ceilings: Gypsum board on metal suspension ceiling system.
1.03 RELATED IORK SPECIFIED ELSEI{HERE
Sound Attenuating Batts
1.04 DELIVERY, STOMGE AND HANDLING
Section 07200
a - DELIVERY, Gypsun dryvall shall not be delivered to the project site until
inrnediately before appl ication begins.
b - ST0RAGE. Store gypsun drywalI under cover and stack on a ciean floor adiacent
to primary structural elements. Store in quantities that will develop less than
100#/s.f./100s.f. of f'l oor area. Leave materia] s in their wrappings or conta'i ners
until ready for actua'l use. Store accessories f'l at and protect them from damage and
bendi ng .
1.05 JoB CoNoITIoilS
a - TETIPEMTURE AND HUIIIDITY. Then outside tgrperatures are be'low 55F' maintain
the lnside temperature in the range of 55F to 70F for 24 hours before application
of gypsum drynall until the projeat is complete. Prov'ide ventilation to elimi-
nate excess moisture.
0925- 1
2.0 PRODUCTS
2.01 SUSPENSION SYSTEI.I
a - HANGER I,IIRE sha'l'l be as determined by
b - TIE tdIRE shal'l be as determined by UBC
c - RUNNER CHANNELS sha'l'l be as detennined
Dale Industries
National Gyspum Co.
UnJted States Gypsun
Georgia-Pacific
Nationa'l Gypsrm Co.
United Statei Gypsum
c - EXTERIOR GYPSUM BOARD shal I be 5/8"
Georgia-Pacific G-P
2.03 JOINT TREAT?.IENT
UBC 1982 ed. Table #47-4.
1982 ed. Table #47-A.
by UBC 1982 ed. Table #47-A,
Dt{C Furring Hat Channels
Gold Bond Screw Furring Channels
DUC Drywatl Furring Channels
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d - FURRING CHANNELS sha'll be as determined by UBC 1982 ed. Table #47-A, and shall be o
of the following:
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e - FURRING CHANNEL CLIPS to cllp furring channels to runner channe'ls shall be of
galvanized wire and of the same manufacturer as the furring channe'l s.
2.02 GYPSUil DRYIALL/ASTI'1C-36
a - FIRE-RESISTANT GYPSUI,I BOARD sha]] be 5/8 inch thick rith edges tapered for taping,
and sha'll be one of the following:
Georgia-Pacific G-P Fire Stop
Nationa] Gypsum Co. Go'ld Bond Fireshield Type X
United States Gypsum Sheetrock Firecode
b - GYPSUM B0AR0 shal'l be L/2 inch thiek with edges tapered for taping, and shal]
be one of the following:
G-P Regular Gypsr.n Board
Regular tial'l board
Sheetrock
and shal1 be one of the following:
Gypsum Soffit Board
a - J0INT REINFORCING TAPE AND COMPOUNDS sha]l be the type recommended for the
applicati-o^q-in_dlcated, and shal1 be of the same manufacture as the wall board,meeting ASTI-| C474.
b - JOINT TAPE shall be perforated reinforced tape.
c - JOINT COMP0UNDS sha1l be ready mixed vinyl or power types, one type for bedding
tapes and fill'ing depressionsi and one type for topping and sand'ing.
z.a4 AccEss0RIEs
a - ACCESSORIES shall be galvanized stee'l headed units with flanges for concea'lmentin joint compound, sizes is recormended for the applicat'ion indiiated, except
as othernise indicated.
09?5-?
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b - CASING BEADS sha'l'l be one of the
Dale Industries
National Gypsum Co.
United States Gypsum Co.
fo'l lowing:
200A Series U Molding
Go1d Bond No. 100 Casing Bead
200-A tletal Trim
Comer Bead
Gold Bond Standard Corner Bead
Dur-A-Bead
fol l owi ng:
E-Z Strip Expansion Joint
#093
c - CORIiER BEADS shal'l be one of the fo]]owino:
Dale Industries
l{ationa'l Gypsun Co.
United States Gypsum
d - CONTR0L J0INTS sha'l'l be one of the
Nationa'l Gypsum Co.
United States Gypsr,rn
e - FURRIT{G CHANNELS FOR IIITERI0R I{ALL FURRING sha]'t be L-L/z",250#/!OOO l'in. feetgalvanized steel, and shall be one of the following;
Dale Industries Z Furring Channe'ls
2.05 FASTENERS
a - SCREI{S shall confonn to.Gypsum Association GA-215, and shal'l be of the followingtypes and sizes as recomnnded by the gypsun board manufacturer. Use Type S Bug'le -
Head scrss to secur€ (rypsun board to Z5-gauge nntal framing, Type s-12 Bugle
Head screws to secure gypsun board to naximum l2-gauge metai trairing, Type G Bugle
Head screws to secure gypsufir board. to gypsun board, ind Type S Pan Fead- screws tosecure standard neta'l studs to runners. Type W bugle head screws to secure gypsumboard to wood framing.
b - ADHESMS shall be of the type recomnended by the gypsunr board manufacturerfor the insta'l'lation ind.tcated",:' ASTI'I C557.
2.05 SEALANTS
a - ACOUSTICAL SEALANT shal'l be as recormended by the gypsum board manufacturer.
3.0 EXECUTIoN
a - SPACE HANGER I{IRES at 4-foot centers, along runner channels, and locate 6 inchesfrom ends.
b - SPACE RUNNER CHAIINELS at 4-foot centers, and shal'l be within 6 inches of parallelwalls or ceiling boundaries. Lap runner chinnels 12 inches and tie near each'endwith double loops of tie wire.
c - PLACE FURRING CHANNELS at right angles to runner channels and space at 15 inchcenters. 'Fasten to runner channel with clips on a'l ternate sides of runner channels.Lap furring channels 5 inches at sp]ices and tie near ends with aoulti'loopi'oi tie
wJ re.
3.01
0925-3
3.02 INSTALLATION OVER FURRING CHANNELS INGS
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a - APPLY GYPSUM BOARD of maximum practica'l length with long dimensions at right
ang'l es to furring channels. Center end joints over furring channels and stagger
thEm from those of adjacent panel rows. Fit joints neatly and accurately. Screw
pane'ls to furring channels at 12 inch centers in the field of board and a'long
abutting ends.
3.03 INSTALLATION OVER i,IOOD STUDS (hlALLS)
a - APPLY GYPSUM B0ARD beginning with the top wa11 panel butted against the deck.
Apply panels of maximum pract'ica1 length with long dimension at ri ght angle to
suppbrts. Center vertica'l joints over supports and stagger them from those of
adjacent panel rows. Vertica'l on oppos'ite sides of a partition sha'l 'l occur on
different studs. Bring boards into contact with each other, but do not force
into place.
b - 0PEtlIl{GS. End joints sha'll occur at least 8 inches on either side of openings rin walls. l{o joints sha'll align with edges of openings, and joints above open'ings Ishall be centered over openings.
c - HOLD FASTENING PANELS in firm contact with the support member while the
fastenings are being driven. Fastenings sha'l 1 proceed from the centra'l portion
of the board torard ends and edges. Drive fasten'ings home with the heads s1ightly
be'low the surface of the board. Take care to avoid breaking the paper face. Remove
improperly driven fastenings. Space screws at 16 inch centers and locate 3/8 inch
to L/2 inch from edges of panels. Spot-grout door frames at jamb anchor clips
with joint compound just before inserting board jnto frame. Do not terminate
gypsum panel against trim return.
d - TI.IO-LAYER APPLICATION. Apply gypsun
application, except base layer sha'l 1 bevertically with joints offset 12 inches
a - CORNER BEADS sha'l'l be applied at a'll
coated staples at 9 inch centers maximum
s tagge red.
board the same as for single layer
applied vertically. Apply second layer
from base 1ayer.
e - AFTER IIISTALLATI0N, pound on wa1ls to detect'loose fastenings and push on
board adjacent to fasteners to see if there is movement. If 'loose fasteners are
detected, drive them tight. llhenever fastenings have punctured paper, hold board
1-112 inches from fastener head which punctured paper, and remove the faulty
fastener.
3.06 INSTALLATION OF ACCESSORIES
outside corners with
on each flange of the
9/15 inch rosin-
bead with stapling
walIboard, back to
Drawings, with 9/15
b - APPLY CASIilG BEADS to all exposed edges and ends of gypsum
back at control joint locations and wherever indicated on the
inch rosin-coated staples at 12 inch centers.
3.07 SOUND-RETARDANT IIALLS, SINGLE LAYER
a - S0UND-RETARDANT I{ALLS sha'l'l cons'ist of L/? inch gypsum dryra'll
studs with sound attenuating batts between studs. Set the runners
acoustica'l sealant each side. Cau'l k the wa] 'l at ends on both sides
seal ant.
secured to wood
with bead of
with acoustical
UJ a)-+
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3.08 JOINT AND CORNER TREATMENT
a - TAPING. Apply a un'iforrn'ly th'in layer of ioint compound over the joint
approximately 4 inches w'ide. Center tape over the ioint and embed into the compound,
leaving sufficient joint compound under tape to provide proper bond'. Reinforce
wa1 1 angles and inside corner angles with tape fo1 ded to conform to the angle
and embedded into the compound.
b - FINISHING JOINTS. After compound is thorough'ly dry, cover the tape with a
coat of joint compound or topping compound spread over the tape approximate'ly
3 inches on each side of the tape and feathered out at the edge. After thoroughly
dry, apply another coat of jo'int compound or topping compound with a slight'
un'iform crown over the jojnt. This coat sha'l I be smooth and the edges feathered
approximately 3 inches beyond the preced'ing coat.
c - FINISHIIIG CORNERS. Coat
conpound or topping compound
wallboard corner bead by at
feathered out approximate'ly
inside corners with at least one coat of ioint
with the edges feathered out. Conceal f'langes of'least two coats of compound or topping compound
9 inches on both sides of the exposed metal nose.
d - FINISHING FASTENER HEADS AND DIMPLES. Apply three coats of ioint compound
or topping compound. This may be applied as each coat is app'lied to the ioint,
a1 'lowing 24. hours drying time betreen coats.
e - DRYING AND SANDING. Allor each application of compound to ioints and nai'l
heads to dry, then sand if necessary. Caution sha'l I be used to avo'id roughing
of wa1 lboard paper.
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TTI F
SECTi0N 09300
1.0 GE}IEML
1.01 GENERAL CONDIT]ONs
a - The work under this section is subject to the Genera'l Conditions set forth
in Division 0 of this specification.
b - This Contractor shal'l read Divis'lon 0, "Instruction to Bidders", (00100), for
complete c'larification of the work.
1.02 SCOPE 0F |,IORK
a - Provide a'l 'l labor, materials, equipment and supervision required to complete
the work of this section to the fu1 'l intent of the drawings and spec'ifications.
b - Consu'l t Finish Schedule for floors to be covered.
1.03 QUALITY ASSURANCE
a - CERTIFICATION. Ti'le shall be Quelity Certifjed by the Tile Council of Anerica,
Inc., to equal or exceed the standard grade requ'i rements of the U.S. Deparunent of
Cormeree Simplified Practice Recornendation R61-61 and FS SS-T-3088. The Certi-
fication Mark of the Ti'le Council of ftnerica shall appear on each labe'l or carton
of tile.
1.04 SUBI{ITTALS
a - SUBHIT SAI'IPLES of quarry tile f'toor and grout co'lor for se'lection to the Architec'
in accord with the General Conditions and Genera'l Requirements,
b - EXTRA STOCK. In addition to the tile requ'ired to complete the project, de]iver
to the Orner, 2: total quantity of each ti'le used.
1.05 STORAGE AND PROTECTIOII
a - DELIVER AND STORE packaged materials in original
and labels intact until the time of use, and protect
fore'ign matter and/or water and other damage.
2.0 PRODUCTS
2.01 I'IATER IALS
containers wi t,h sea'l s unbroken
against the inclusion of
thick quamy tile, and matching
thick ceramic mosaics withtile 4-114" x 4-L/4" 5D-4 by
a - GLAZED TILE shat]
base, Heatherbrown by
b - CERAMIC TILE shall
matching 5-inch base,
American 0lean TiIe.
be 6-inch x 6-inch x Ll?-inch
Shep Brown Importer.
be 2-inch x 2-inch x 1/4-inch
by American 0l ean Ti I e. l,la l I
0930- 1
c - PAVERS shall be 10 x 10
Minerva Pavers by Structural
3.0 EXECUTION
x 1 cm sl ip resistant unglazed frost-resistant
Stoneware, Inc.
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a - SETTING TILE. Set tr"le in portland cenent mortar sett'ing bed with the con-ventiona'l thin-set method to meet the requirements of the t979 Handbook iJr--ceramic Tile Installation published by the Tile council of &nerica; i;4. -
Roof Deck ltll,lH membrane to meet requirements of 1981 Handbook for Ceramjc TileInstallation Cement Mortar F103-81.
b - GROUTING TILE. Grout and c'lean ti'te accord'ing to the grout manufacturer'sprinted instructions.
c - BEFORE TILING or 'laying stone
maxinr.rn variations.
d LAYOUT
(l) Determine Locations of a'l'l movement ioints before starting ti'le and
(2) Locate Cuts as to be least conspicuous.
e - PROTECTION from dirt and traffic.
(1) Cover all t'i]ed fjoors with
masked in place.
si'l 'l s, be sure variations of surface fal l within
heavy-duty non-stain'ing construction paper,
stone.
\2) Prohibit a'l'l foot and whee't traffic from using new'ly t'i1ed f'loors for atleast 3 days.
3.02 COLOR SCHEDULE
a . GLAZED TILE AND GROUT
Color to be selected by Architect.
b - CERAMIC TILE AND GROUT
Color to be selected by Architect.
c . PAVERS AND GROUT
Color to be selected by Architect.
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ACOUSTIC CEILING
SECTION O95IO
1.0 GENERAL
1.01 GENERAL CONDITIONS
a - The work under this section is subject to the General
in Division 0 of this specification.
b - This Contractor shall read Divisjon 0, "Instructions
complete clarification of the work.
1.02 SCoPE 0F ll0RK
a - Furnish a'l 1 equipnnnt, materials, labor and too'l s
following work:
Suspinded acoustical ceilings as indicated on the
b - See Finish Schedu'le and Reflected Ceiling Plans'
i.O3 REQUIREMENTS OF REGULAT
Conditions set forth
to Bidders", (00100)' for
necessary to complete the
drawi ngs.
have been tested under ASTI'I E 84' sha]]
of 25 or 'less, and shal1 carrY ana - FLAIIIE SPREAD. Acoustical panels shall
trave i Class A rating with a flame spread
Undervriters Laboratories Inc.' labe'l .
1.04 SUBMITTALS
a - Submit samples of cei'ling panels to the Architect in accord with the General
Conditions and General Requirements.
b - EXTRA SToCK. In addition to the ceillng board required to complete-the project'
de'liver to the Owner iwo unopenea boxes of 6ach kind of acoustical panels'
a -'tlaintain temperature uniformly at a mininum of 60oF befora, during and after
insta]'lation.
a - DELIVERY AN$ STQRAGE. Qeliver material to the proiect in the original packages;
with sea'ls unbroken ana-rltf,-if,e-manufacturer's name and brand stamped cl.early
thereon. Seconds or remnants shall noi bi useO. l{o materials shall be delivered
or stored in the uuiriri'rig-iiiiii'giizing [is-been_completed and exterlor openings
closed in. l{et work, iniluAing ionc"eie,rOryvralling, etc-' sha'll be comp'leted
and dried out.
1.06 JoB c0iloITI0lll
0951- 1
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I2.0 PRODUCTS
2.OI ACOUSTICAL PANELS
a - AC0USTICAL PANELS shall be
shall be one of the following:
Minaboard Cortega Panels
2.02 SUSPET{SICN SYSTEI,|S
5/8 inch thick, 24
Armstrong
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inches x 48 inches 'l ong and I
Cork Co.
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irirol.35fl"l:of:"1:T,:::ltr*s:ized for five ilmes the desisn road shown in I
! - Hanger wires sha'll be of galvanized, soft annealed, mild stee'l wire which meet rthe requirements of.ASTM A.641, prestretched, with a yield-stress'load of at leastfthree times the design load but not'less than 12 gaug6.
c - Carrying channels shall be 1-ll2 inch ro'tled or eold rolled steel channels Iweighing not less than 0.475 pounds per lfnear foot. I
d - Exposed suspension system, rith exposed members factory finlshed with co'lored Ibaked enamel, shall meet the requirements of ASTt'l C 535 foi steel Intermediate- IDuty Systems.
te --l{al'l moldings sha'll be factory finlshed with white baked enamel finish.Include wall-moldings where the ceiling system abuts vertical surfaces andwhere the ceiling system abuts vertical surfaces and dis-similar materia'ls and at other locafiois ihown on the Driwings.
3.0 EXECWIoIT
a - INSTALLATION OF EXP0SED SUSPENDED AC0USTICAL cEILMc SYSTE!,|S. Lay out I
suspension-system to comespond rith the Reflected Ceiling Plan location of thelighting fixtures, ceiling difussers and grilles, and witfr any other itemi which Ipenetrate the ceiling. Examine the E'lectiical and l,,lechanical-0rawings to coordinatfthis work with the'ir work.
b - Inst-all wall moldings where cei'ling s.r'stem abuts,..ertica'l surfaces and tdissimi]lr naterials, wfrere edges of aiouiticat units would othemise be exposed, r
and at other locations shown on the Drawings. Level moldings to a tolerancl of ,-1/8 inch in 12 feet and securely fasten to-substrate. I
c. - Install.exposed suspension system to meet the requirements of ASTM C 536 andthe suspenslon system manufacturer,s r€comtenda_tions. I
d - Install acoustica'l panels in suspension system with edges concealed by suspension
:ystem-sypPo.rt members.' Scribe and i:ut panel-s to fit tt-b6rders and peneiratibns. IInstall hold down clips required for fir!-rated ceilings. t
c - Clean exposed surfaces of acoustica'l units and suspension system. Removeina repilci"iiri-wnicn cannot oi suiielsrurri-cieJniJ-inJ-repai-reo. I
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PAINTING
SECTION O99OO
1.0 GENERAL
1.01 GENERAL CONDITIONS
a - The rorkunderthis section is subject toin Division 0 of this specification.
the General Conditions set forth
b - This contractor shali read Division 0, "Instructions to Bidders", (00100), for
complete c'larification of the work.
1.02 SCoPE 0F HoRK
a - Furnish al1 labor, materia'ls and equipment required to complete a1l pa'inting andfinishing as indicated on the drawings and as specified. This Contractoi- shal'lqcquaint hinself with all division of the work and specifications and shall pa'int andfinish a'l 'l materials custonarily painted for appearance protection unless otherrisespecified herein.
b - The Painting Contractor sha]'l examine the specifications for the various othertrades and shall familiarize himself with their'provis'ions regarding pa'int'ing. Hesha'l'l understand that a'll materia'ls insta't'led thioughout the 5ui'tdiig'which iecessitatepainting and which are left unfinished by the requiFenents of other iections of thespecifications shall be painted to completion under this contract.
c - Consu'tt Finish Schedule for location of areas to be finished.
1.03 XORK NOT INCLUDED
a - l{0NFERROus l{fiALs. copper, bronze, chromium plate, nickel , stainless steel ,and a'luninun shall not be painted or fjnished exclpt as othenrise specified.
b - COI{CEALED SURFACES, AREAS, At{D INACCESSIBLE AREAS. including crawl spaces,furred areasr pipe spaces, duct shafts, and elevator shafts ao ndt requirb paint
un'less othenrise specified. Inside of ductwork exposed to v'iew sha'l 'l be painted.
c - 0PERATING PARTS, such as va'lve and damper operations, linkages, sinkages,sensing devices, and motor and fan shafts, do not require paint-uniess ot[emisespecifi ed.
d - LABELS AND PLATES, such as Factory ilutual and Undemriters Laboratories' labels
and equipment identification, performance, name, and nomenc'l ature plates, shal1 notbe painted.
e - FACT0RY-PRIMED PRODUCTS AND MATERIALS do not require job-appfied prime coats.
1.04 QUALITY ASSURANCE
a - ACCEPTABLE I,TANUFACTURERS are as fo]'lows:
G'lidden-Durkee Division, SCM Corporation
Benjam'in l,loore & Co.
The Fuller-0'Brien
0990-1
a - ACCEPTABLE MANUFACTURERS cont'inued:
0lympic Stain Division, Comerco, Inc.
PPG Industires, Inc.
Pratt and Lambert' Inc.
The Sherwi n-tJi I I i ams Co .
b - C0ORDINATI0N. Primers and undercoats shall be of the same manufacture as finish
coats. Thinners sha'l 'l be approved by the paint manufacturer.
1.05 SUBMITTALS
a - SUBMIT SAMPI-ES of each type of finish and color to the Architect in accord with
the Genera'l Conditions and Giirera'l Requirements. Submit stain samples on 12-inch
iqr."",-pi.in-iiiiea nea OaI Veneered'plywood 1/8 inch thick. Submit paint samples.on
glitZ-inttt x l1-inch l,lead Mark I cover'piper, coated on one s'ide, with paint sprayed
or-ipptiia riiir a foam rubber ro]'ler. iainples shal1 be_submitted within 60 days
aftei.'the Contract date. The back of paint sanples sha'l'l show the paint manufacturer
and trade name of proposed Paint.
b - EXTRA STOCK. The Painting Contractor shall furnish the Ovner with_one 9a1]on
of each color or type of finiihes, sealed and unused, used on this bui1 ding' toget'
her w.ith mix.ing foiiru'lae ( with matching information). .Ttte Pa'inting.Contractor
shatt furnish [wo copies dt ttris informition to the Architect in addition to the
instructlons attached to paint containers.
1.06 JoB lloCK-UP
a - PAINT OR FINISH ONE R00M designated by the Architect as specified and scheduled.
After the first finish coat has been app'lied, not'ify the Architect so that the work
can be inspected. After the final finish coat is inspected and approved, this room
wi1l be used for comparison in eva'luation of other painting and finishing of a
similar nature.
.I.07 DELIVERY, STORAGE AND PROTECTION
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a - DELIVERY. Del iver paints, varnished, ename'l s, lacquers, stainsr paste fillers, I
and simi1ar materia'l s in their origina'l containers with sea'l s unbroken and'l abels I
i ntact.
b - ST0RAGE. Store materia'ls used on the project in a single place designated by
the Owner or the Architect. Keep storage place neat and clean, and correct-any
damage thereto or to its surroundings. -Relnove any oil, rags' waste, etc., from
the bui1 ding every night and take every precaution to avoid the danger of fire.
1.08 JOB CONDITIONS
a - TEI.IPEMTURE of surfaces and surrounding air sha1l be between 50F and 90F during
pa'inting and drying.
b - SURFACES to be painted sha'l'l not be wet or damp.
c - IJEATHER. Do not apply exterior paint in rain, snow, fog, or m'i st, or when
re'lative hunidity excelbs'85 percent. ' '-r'
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d - PR0TECTION. Protect adjacent work by
su j tab'le coveri ngs.
drop cioths, masking taPe' or other
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2.0 PR0oucTs
2.01 I'IATERIALS
a - PRoPRIETARY PRoDUCTS used to designate colors or materia'ls are not intended
to imply that products of the named manufacturer are required to the exc'l usion of
equivalent products and manufacturers. The Contractor may use materials manufactured
by any of the acceptable manufacturers previously listed.
3.0 EXECUTION
3.01 INSPECTION
a - C0NDITI0N 0F SURFACES. The painter shal'l examine surfaces which are schedu'led
to receive palnt, stain, varnish, or other coat'ings and report to the ContractOr
any surfaces rhich cannot be put into proper condition for finishing by customary
cleaning, sanding, puttying, or other similar preparat'ion operat'ions. Application
of the fjrst coat shal'l constitute acceptance of surfaces as fit and proPer to
receive finish.
3.02 SURFACE PREPARATION
a - REIiOVE HARDIIARE, machined surfaces, plates,'lighting fixtures, and simi'lar itens
which are not to be painted, or apply protective coverings before cormencing surface
preparation. Re-install these items in each room after painting is complete and dry.
b - CLEAN SURFACES free of dirt, rust, scale, grease, and moisture.
c - CEMENTITIOUS I,IATERIALS
r (l) Remove Efflorescence, cha'l k, dust, dirt, grease, and oils and roughen
t as required to remove glaze.
(2) Correct Alkalinity if this condjtion wi'l'l cause blistering and burning
of finish paint.
(3) Do Not Pajnt Surfaces where moisture content exceeds eight percent unless
otherwise pernitted in manufacturer's printed directions.
d - tr00D
I (1) C'lean l{ood Surfaces to be painted of dirt, oil, or other foreign substancesI with scrapers, mineral spirits, and sandpaper. Sand exposed surfaces smooth and
dust off.
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(2) Scrape and C'lean Knots and apply a thin coat of white shel'lac
sealer to knots, p'itch streaks, and sappy spots before appljcation
0r other knot
priming coat.
0990- 3
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(3) Prime, Stain, or Sea'l wood to be painted inmediate'ly upon delivery to s'i te.
Prime edges, ends, faces, undersides, and backsides, inc'l ud'i ng cabinets, coun- Iters, cases, etc. Backprime with spar varnish when transparent finish is r
required. Backprime paneling or interior partitions on'ly where masonry, plas-ter, or other wet construction occurs at backside.I(4) Finish l{ood Doors on both sides and al'l four edges irmediately uponarrival at the site. After doors are fitted, thoroughly seal a'l I four edges Iwith trrc coats of varnish for stained doors. I
(5) After Priming, fill ho'les and imperfections with putty or plastic wood
f il]er. I
e - FERR0US I.IETALS
(11 l{ash Nonprimed Meta'l Surfaces rith mineral spirits to remove dirt and grease Iand remove rust or scale by wire brushing or sand papering clean.
(2) 0mJt Prime Coat on meta'l surfaces which have
touch-up of damaged prlme coats is required.
(3) Wire Brush damaged shop-applied prime coatsprimer as shop coat.
been shop primed unless I
and touch-up with the same I
(4) Apply Barrier Coat or rermve primer and reprime surfaces which are shop Iprimed with primers that are incompatible with finish coats. I
f - GALVANIZED l,lETAL. C'lean and treat chemically with a compound designed for thispurposer such as "Lithoform," "Stibley," in accoid with the manufacturir's instructionsl
3.03 MIXING
a - ttllX AND PREPARE PAINT in accord with the manufacturer's recormendations.Tint undercoats to match finish coats.
3.04 APPLICATION
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a - GENERAL. Apply materials under adequate lllmination with brush, ro]ler,or sPray in accord with the manufacturer's reconnpndations. Spread evenly andf1ow on smoothly without runs, sags, or other surface imperfections. Neaily drawglass and color break lines.
b - APPLY sEcOND COAT only after first coat is thoroughly dry. sand between
ename'l and varnish coats lpplied to wood or meta'l wit[ fine landpaper.
c - APPLY SUBSEQUEIIT C0ATS when stains, undercoats, or other conditions showthrough final coat of paint, until the paint film is of un.iform finish, color,and appearance.
d - SPRAY APPLICATION 0F PAiNTS wi'l'l be permitted on wal'l surfaces and on exposedstructura'l roof systen areas provided the application is by airless-type sprlyequipment, and provided the application by spray is foliowia Uy a rolier oir witt
0990-4
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surfaces. Roller shall thoroughly work paint into pores for complete surface
coverage. Conventional pa'int spray equ'ipnent will be pernitted on metal doorframs, meta'l doors, and metal fabrications. Sprayed surfaces shal'l be smooth,free of imperfections and paint runs, and shall be completely covered by eachcoat. Do not double back to build up fi'lm thickness of two coats in one pass.
3.05 ADJUSTING AND CLEANING
a - CLEAN AOJACENT AND 0THER SURFACES which are smeared or splattered as a resu'ltof the painting.
3.05 PAINT AND STAIN SCHEDULE
a . EXTERIOR I{ORK
PAVEI'IENT I'IARKINGlcoat P&L
l,lOOD
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FERROUS IiIETALlcoat P&L2coats P&L
coats 0'lympic
Traffic Paint
l{onide Protective Coating One Day Primer
Effecto Ename'l
Semi Transparent Stain
Vapex t{al I Primer
Lyt-All Doub'le Duty Primer
Vitra-Shie'ld (Stippled), Eggshell
Interior Trim Primer
Vitral ite Undercoating
Vi tra'l i te Ename'l , Eggshe1'l
Tonetic l{ood Stain
38 Clear Finish, G'loss Sanded
38 C'lear Finish, Dul'l
Vaoex I'lall Primer
Lyt-All Double Duty Primer
Vitra Shie'ld (Stippled), Eggshe'll
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INTERIOR IIORK
CONCRETE
1 coatI coatI coat
FERROUS }IETAL
1 coatI coat
1 coat
HARDI{OOD (STAINED)
1 coat
2 coats
1 coat
GYPSUI.I BOARB
1 coat
1 coatI coat
P&L
P&L
PEL
P&L
P&L
P&L
P&L
P&L
P&L
P&L
P&L
P&L
0990- 5
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prvrsroN 10
Section 10200 Louv€rs and Vents
I Sectlon 10400 ldent'ifying Devices
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I LouvERs & vENTs
sEcTI0N 10200
I 1.0
'ENERALI 1.0 GENERAL CONDITIONS
a - The work under this section is subject to the General Conditions set forth
r in Division 0 of this specification.
Ir b - This Contractor shall read 0ivision 0, "Instruction to Bidders", (OO10O),
for complete c'larification of the work.
I 1.02 SCoPE 0F t.loRK
I * trtt *r- -*"ts of furnishing aII labor, materials and equipment required,
I and of furnishing and installing all miscellaneous specialty items comp'lete with
instal'l ation devices, fasteners, accessories and incidentals in accordance withr the Drawings and Specifications.
II 1.03 SUBI,IITTALS
I :.1!rjlflf,tffilj$H:1ff.* the Architect in accord with the Generar conditions
I 2.0 PROOUCTS
2.AL ilATERIALS
I * ,t*t-t *t'l be stormproof b'lade type, 4 inches thick, sizes as shown on theI Drawings, fabricated from extrrded alminum and baked enamel finish to match
Permanodic l{o. 40, Dark Bronze. Louvers shall be furnished with 1/2-inch meshI bird screen, and iha1'l be of the following type and manufacturer:I
Type C8638 Airclite Cornpany
r 3.0 ExEcuTroN
r 3.01 INSTALLATION -
- a - INSTALL L0UVERS in exterior ralls at locations shown on the Drawings.
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IDENTIFYING DEVICES
sEcTIoN 10400
1.0 GEIIERAL
1.01 GENERAL CONDITIONS
a - The work under this section is subject to the Genera'l Conditions set forthin Division 0 of this specification.
b - This Contractor shall read the "Instruction to Bidders", (00100), for completec'larification of the work.
1.02 scoPE 0F }.loRK
a - This work consists of furnishing al1 labor, materia'l s and equipnrent required,
and of furnishing and insta'l'ling al'l nisce'l'laneous specia'lty iterns complete withlnstallation devices, fasteners, accessories and incidentals in accordance with the
Orawings and Specifications.
b - l{ork Incl udes:
(1) Exterior wall signage to read: 82 l,Iest Meadow Drive
(2) Interior signage
1.03 ALLOI{ANCE
a.; An a] lowance of $2,000 to be incruded for the rabor and mater.i a1 to pertormthis work.
1.04 SUBUITTALS
a - StlOP DRAUINGS. Submit shop drawings to the Architect-Engineer in accord withthe General Conditions and Geniral Reqiirernents.
2.0 PRoDUCTS
2.01 I4ETAL LFTTERS
a - EXTERIOR LETTERING sha'l'l be as designed by the Architecr.
and shal'l be furnished with threaded stuas toi f'lush mounting on masonry. Finishsha'll be Dark Anodized Bronze. Exterior leters sha't'l be uppEr and lowei case,and shall be one of the following:
He]vetica
He]veti ca
Spanjer Brothers, Inc.
Supersine Co.
3.0 EXECIJTION
3.01 INSTALLATION
a - INSTALL EXTERIOR LFTTERING where shown on the Drawings in accord with themanufacturerr s instructions.
1040- 1
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DIVISION 15I
Section 15400
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Section 15800
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P'lmbing SystemAir Distribution
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PLUI.IBING SYSTEI"I
SECTION 15400
1.0 GENERAL
1.OI GE}IERAL CONDITIONS
a - The work under this section is subject to the Genera'l Conditions set forth
in Division 0 of this specification.
b - This Contractor sha'l'l read Division 0, "lnstruction to B'idders", (00100), for
complete clarification of the work.
1.02 SCoPE 0F l,loRK
a - tJork to be done inc'ludes the furnlshing of all'labor, materials, equipment,
tools and services necessary for and reasonably incidental to the installationof conplete plurbing systern including the following:
(1) Buildins
(a) Hot and/or cold water piping to al'l fixtures and equipment
including hose bibbs.(b) l,Jater heaters.(c) Sanitary piping and all plunrbing fixtures and equipment.(d) Storm Piping from area drains to storm set,er.(e) Gas piping to gas .f,ired equiprnent.
b - This Contractor shal'l provide and install a complete sanitary and water piping
system inside the bui'lding and extend it outside the bui]ding below grade to
existing services.
1.03 PERI,IITS
a - This contractor.sha'll_obtain, at his o{n expense, all necessary pennits toinstal'l his work. He sha'l 'l also arrange for nei:essary inspection and sha'l I secureand deliver to the Architect, all neceisary inspectio-n ciriiricates oeiore rinifpaWEnt will be made to him. Any water or sewer assessments to be paid by Qwner.
1.04 CHECKIIIG LEVELS
a_- Before beginning rork, the plumber shall carefully check actua'l ]eve]s andrequired grade from the building and report any discrlpancy to the Architect.
1.05 LAIS AND ORDINANCES
a - A1l work shal1 be done in conformity with the laws and ru'tes and regulations ofthe loca'l authorities and any other authorities rravin! jurisaictlon and-their code0r codes sha'l 'l be construed as an integral part of this-contract.
1540- 1
b - A'l I fjxtures and accessories shall meet all requirements set forth in the
barrier free design section of the l4ichigan State Construction Code.
c - If this Contractor shal'l discover any discrepancy between Architect's plans
or spec'ifications and the requirements of the Plumbing Code or the Plumbing
Department, he sha'l 'l at once notify the Architect so that proper adjustment may
be made.
I.06 .
DRAI.IINGS
a - The drawings are diagrarrnatic and indicate the general arrangement of systems
and work included in the contract. The drawings are not intended to serve as shop
draw'ings nor are they intended to show exact locations of piping unless specifically
dimensioned or detailed. Consult the archjtectura'l draw'ings and detai'l s for exact'locations of fixtures and equipment, where same are not definitely 'located, obtainthis infomation from the General Contractor before proceeding with the installation.
b - The Contractor shall follow draw'ings in laying out work and check drawings of
other trades to verify spaces in which work wi1 'l be insta'l 'led. l,laintain maximun
headroom and space conditions at al 'l points. l{here headroom or space conditions
aPpear inadequate not'ify the General Contractor before proceed'ing nith instal'l ation.
c - If directed by the General Contractor, the Contractor shall make reasonab'l e
modification in the layout as needed to permit proper execution of the work and toprevent conflict with unrk of other trades.
d - l{here variances occur between the drawings and spec'ifications, or rithin either
document itself the item or amangement of better quality, greater quantity or
higher cost sha'll be inc'luded in the contract price. The Genera'l Contractor wi]'l
decide on the item and the manner in which the work shall be installed.
1.07 TESTS
a - Leave all concealed pl unb'ing work uncovered untjl a'l I tests required by State
and Loca'l ordinances and cal]ed for herein have been made and the work examined
by the General Contractor or his representative.
b - Test entire water systen piping at 100 psi, hydrostatic pressure. A11 joints
shall be hanmered and found to be drop dry after 24 hours of continuous pressure
and before covering sane or enclosing in the structure.
c - Test the entire storm and sanitary system inside and under the buil ding witheither a water or air test. If a water test is used, 10 feet of water preisure shallbe applied to the whole system. The system shal] be tested to 15 minutes withoutany.drop in pressure. If an air test is used, a mercury co] unn gauge shall be
used for determining the pressure.
d - Pressure sha'l 'l be put on again as specified above, on those systems whilethe f'loor is be'ing poured and this Contractor shall check to make certain thatno pipes have been broken during the pouring operat.ion.
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e - Furnish al1 equipment necessary for the complet'ion of a'l 'l tests requ'i red by
law and a1so all tests cal1ed for in these specifjcations. Arrange with a'll
authorities to complete the tests without unneccessary delays so that work can
progress as rap'id1y as possible. Not'ify the General Contractor at 'least 24
hours ahead of t'ime before starting any tests. During testing, al'l work shall
be completely exposed.
1.08 C0OPERATION I'IITH OTHER TRADES
a - Contractor shall give ful1 cooperation to other trades and shal1 furnish any
information necessary to permit the work of al'l trades to be insta'l 1ed satisfactorily
and with least possib'le interference or de1ay.
b - l{here the rork of the Contractor wi1l be installed in close proximity to workof other trades, or where there is evidence that the work of the contractor wi'l 'l
interfere with the rork of other trades, he shall assist ln rorking out space
conditions to make a satisfactory adjustnent. If the Contractor insta'lls his
work before coordinating with other trades or so as to cause interference with
work of other trades, he shall make necessary changes in thJs work to correctthe condition without extra charge.
2.0 PRODUCTS
2.01 SANITARY SYSTEM
a - The sanitary p'iping inside the buildirg.shal'l be Scnedule #40 PVE Pipe
be'low grade and extend beyond the outside wal'l to ex'ist'ing piping. The
piping shall pitch as requ'ired'in the direction,of f'low arrd accessible with
cleanout 50'stra'ight runs and at all turns. Above grade: Cast iron no-hub.
2.02 PIPE HANGER AND SUPPORTS
6 - Hangers and Saddles shall be Modern Hanger Corp., Grinnel Co., Autogrip,
Elcen, Fee & tlason, or equal. Inserts shall be of the type to receive a machine
bolt head or nut after installation and pennit horizonta'l adjustnent. Inserts
instal'ted in concrete shal'l be flush with the concrete surface and capab'le of
deve'loping the full strength of bo'lt. For copper pipe with steel hangers, c1ean
and wrip pipe with two'laiers of plastic insulating tape at point of contact.
Wire or'pi*orated strap iron wi'tl not be perm'itted for pipe supports. -Hangersshall be'c]ev1s or sp'lii ring type rith vertical adiustnent, sPaced as follows:
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U2 to 3/4" pipe size 6' steel p'ipe 5' copper pipe
1'to 1-114" iibe size 7' stee'l pipe 5' copper pipe
l-L/Z to 2" iibe size I0' stee] pipe 8' copper pipe
2-l/2 to t-r',rt' pipe size 11' stee'l pipe 9' copper pipe
4 to 5" pipe size 14' steel pipe 10' copper pipe
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1540-3
Hangers for piping with vapor barrjer sealed insulation shall be similar to
insu1 -shield multi-purpose pipe saddles by Insul Coustic Corporation, or egua1.
2.0 3 I,,IATER PIPING
a - All water piping above grade (except exposed portion at fixtures) sha11 be
type "M" nara ieamtEti-ioppei-iroi.ii;-5"fow'grade'sha'I1 be typg "K" iopper tubing. I
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b - Exposed piping in toi'let roons sha'll be chrome plated brass.
c - Copper tubing meeting ASTI-I Specification 888-51 sha'l'l be Anaconda, Mue'l'leror approved equal and the fittings sha'l I be Mueller Stream'l ine, Parker Innerseal orother approved equal. Tubing shall be continuous with as few fittings as possible,
bends being used in preference to fittings. Bends shal'l be rnde by means of a
Hays Bender or simi]ar tool that wi'l'l not kink or otherwise deforn the tub'ing.
d - So'lder for sweated fittlngs and valves shall be free f'lowing soft so'lder,suitable for an operating temperature of 300oF, AST?.I Designat'ion: B3zosg.
e - A'11. supply plpJng in outside ra]]s or above cei'ling space shall be fully
wrapped and insu'lated and insta'l'led adjacent to the iniiOe face of a'l'l wall!.
f - Domestic water distribution piping sha'l'l be graded with a uniform slope of
l/al !l 10'arranged to drain at one point if poisible. t{ater piping shail beinsta'lled to prov'ide for expans'ion and contraciion rvith air chairgirs-in waterpiqilg to Prevent water hanmer, and shut-off valves to isolate sictions of piping
and fixtures for repairs. P'ipe all relief valves to f'loor drains as requirld.
2:O 4 IilSULATION
a - GENERAL. |rJork includes all thevmal insulation of piping and other accessory
equ i pment.
Insulation shal'l be as manufactured by Owens-Corning, Johns Manvil'le or pittsburgh.
0wens-Corning numbers are given to establish types.
b - HoRIZ0NTAL ST0RM' HOT & COLD WATER PIPING. Insulate piping with heavy densitysegt-ignal fiberglass pipe insuiat'ion haveing a tacl;rv ippiieo universat fireretardant vapor barrier jacket. Insulation-ror pipes"sT[[ ina smaller shall -be
1" thick.
insu'lation and adhere the jacket at thewhite vapor barrier adhesive. Adhere 3,'
Iltlll!"-I'!ttings with 0C-110 insulating cement, molded fittings or mitered segmentsto same thickness as adjacent insulatioi. Vapoi seal with two-l/g,, wet coats 5fBenjam'in Foster 30-35 vapor barrier mastic and cover with 6 oz. canvas saluratedwjth Benjamin Foster 30-id ta;gins uJh"riu".
App'ly
82-07joi nts
longitudinal laps with Benjamin Foster
wide butt joint strips over all end
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Do not use stab'l es with vapor barrier insulation. Seal exposedfor continuous vapor barrier.
Note: One-haif inch thick Annaf'l ex or equal insulation is alsoof the above insulation.
2.05 HOSE BIBBS
a - Provide and instal 13/4" cold water supply hose bibbs where
Woodford #80 Brass Finish.
2.06 PLUIVIBING FIXTURES
ends on insulation
acceptable in lieu
shown on drawings.
a - A'l 1 plumbing fixtures shal'l be white, free from chips and flaws, discoloration,
checking or other defects of any nature. Fixtures shal'l be Anerican Standard,Kohler, Crane or approved equal . 41 'l exposed trim shal] be chrome plated brass.Fina'l fixture approval shal'l be by the Architect. Furnish four sets of shop
drawi ngs.
b - Thls Contractor shall be completely responsib'l e for the proper de1 ivery, care
and instal'lation of all plurnbing fixtures used in connection with this prolect
and shal'l be responsible for any temporary use to which they may be put, until
completion and acceptance of the work. upon comp'letion, leive ill plumbingfixtures completely clean and in proper working order.
c - WATER CL0SETS. 'Rochelle' Kohler K-3385 tank type, with white solid plasticseat and supply pipe.
d - LAVAT0RIES. 'Penington' Kohler K-2i95 self-rinming 17" x 20" with 3,/9" anqresupplies and stops and 1-114" P trap and Moen single liver faucet (+q400).
e - LAUNDRY SINK. 'Glen Falls, Kohler K-6757. K-9000p trap, KJ761 faucet, K-8821strainer, K-6699 frame.f - BIDET. 'caravelle' Kohler K-4862, with K-9291 A'lterna Onyx supply and drainfitting.
g - IIHIRLPOOL BATH. unit A.Kohler R-r4zz s-L/z' xl',6 solid brass adjustab'lewhir'lpoo'l jets, fittings K-6929 Alterna series.
h - STEEPING BATH. unit A.Kohler K-790-s 60"x 36", fittings K-6929 Alterna 0nyx
seri es.
I lri.rtt*toool BATH. Unit B. 'Infinity, Kohter K-1482 5'x 42", K-9594 bath trim
I i - BATH. Unit B. ',Mendota, Kohler K-505-s, fittings K-6900 Atterna.
k - FL00R DRAINS. Zurn No. 2-507 for Mech. Equipment Room. Zurn No. Z 159 areadrain or equal for roof decks (nickel finish).
I - CLEANOUTS.
(]) ProviOe cleanouts where shown and at bends and angles. Extend to makeflush installation with f'loor, wall or finish grade.
(2) C'leanouts shall be Smith, |.Iade or Zurn.
(3) l{alls: 7" diameter S.S. cover.
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(4) Concrete F'l oors: Zurn 7-1425 series.
m - SINK. Double compartment Kohler K-5924, 3-hole, cast iron with Moen Faucet
supplies, strainers, and continuous waste.
n - DISP0SAL. Insinkerator model SS-50 continuous feed, L/2 HP motor, complete
with pig tails, or equai.
a - The size of fixture connection sha'l I be as fol I olvs:
Soil or l,laste Vents
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Water Closet
Lavatory
Service Sink
Floor Drains
Sink
Hose Bibb
2.08 I'IATER HEATERS
2tl
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?rl
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ltll.La
'| -1. xL2
1.LrlL2
1!rlL2
rrllt+
r r llJ,a
?|l
1 1 ll
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3/8"
1 12"
-a
ro,,
? /R',
3/8"
112'l
:]e"
3/4"
a - THIS CONTMCTOR shall furnish and install two glass lined 100-ga11on gas fired
hot r.later heaters.
3.0 EXECUTION
3.01 PROTECTION
a - This Contractor shall protect the work and material of all other trades from
damage by his work or yorknen, and shal'l make good all damage thus caused.
b - This Contractor shal'l be responsible for work and equiprnent until finally
inspected, tested and accepted; protect the work against theft, injury or damage;
careful1y store material and equipment received on site that is not inrnediatelyinstalled. Close open ends of work with temporary covers or plugs during constructionto prevent entry of obstructing material .
c - This Contractor shall install and connect equipment such as sinks or other
equipment having h,aterr drains or other service connections. This Contractorshal'l exercise special care of hand'l ing and protecting equipment and fixtures
and shall be.responsible for the cost of replac'lng equipment or fixtures whichare damaged by reason of mishand'l jng or faiiure to protlct on the part of theContractor.
3.02 QUIET OPERATING
a - All *ork sha11 operate under a'l I conditions of load without any sound or vibrationwhich is objectionable in the opinion of the General Contractor. Sound or vibrationconditions cons'idered objectionab'le by the Genera'l Contractor shall be corrected inan approved manner by th'is Contractor at his expense.
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3.03 MATERIAL AND XORKMANSHIP
a - Al't material s and apparatus required for the work shall be new, of first c1 assquality and sha'l'l be finished in every detai'l and shall be so se'lected and arranged
as to fit properly into the build'ing spaces. Where no specific kind or quality of
material is given, a first class standard art'icle as approved by the Genera'l Contractor
shall be furnished.
b - The Contractor sha'll furnish the services of an experienced foreman who shal]
be in charge of the instal'lation of the work.
c - Un'less otherwise specifically indjcated on the plans or specifications, a'l'l
equ'ipment and materials sha'l'l be insta'l'led with the approval of the General Contractor
in accordance with the recorrnendations of the manufacturer. This includes the
performances of such tests as the manufacturer recorTnends and all necessary adjustnents
to the equipnent for proper or the nost efficient operat'ions.
d - At the conpletion of the work and before final inspection by the Genera'l
Contractor and Owner, c'lean all fixtures, equipment, etc. and make any necessary
adiustments to 'leave the nork complete. Remove frora the site a'l I dirt and refuse
accunu'lated because of the rrcrk.
e - 0ffset work as directed in order to allow the other Contractors to insta'll their
work, to avoid interference with other piping or ducts, to conceal piping more
readi'ly or to allow greater headroom under pipes.
3.04 DAMAGE TO OTHER }IORK AND CUTTING AND PATCHING
a - Build in work and cooperate with other trades involved in the completion of
this structure. Any cutting and patching made necessary by negligence, or fai1 ure
to build in work, or othelvise cooperate shal1 be paid for by this Contractor.
b - 0o no cutting which in the opinion of the Genera'l Foreman or General Contractoris liable to impair the strength of the structure. 0o not excavate below the'level
of any footlng except with the express pernission of the General Contractor.
c - This Contractor shal'l at his own expense, do al'l cutting that is required for
the installation of his work and all patching created by such cutt'ing. This
Contractor sha'l'l assume the ful1 responsibility for such cutting and patching, make
a1 I arrangements and pay for all charges to other trades he employs.
3.05 EXCAVATION
a - This contractor shal'l do a'll excavating of earth outside or inside of the
building as required for the installation of his work.
b - A11 ditches for this work sha1'l be properly protected.
c - The bottonrs of sewer trenches must be careful ly examined to the exact elevat'ions
and shape of the bottom third of the sewer wall. The bottom of the trench sha'l'l
be recessed to rcceive the hubs of bell and spigot pipe to allow the barre'l to be
unifonnly supported on firm, undisturbed earth.
d - Corrections in depth of excavat'ion caused by excavat'ing to depths greater than
required shall be made by bedd'ing the pipe with coarse gravel, thoroughiy sett'ledor by a dry cement/sand/gravel mixture placed at the time the pipes are being
i nstal 'l ed.
e - After al1 piping has been laid and all tests have been made and approved, the
trenches sha'll be backfil1ed with clean earth, sand or fine gravel.
f - The Genera'l Contractor sha'l'l do all pumping required to keep his excavationfree from water. 1540_7
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3.06 CHASES AND RECESSES
a - Al'l chases and recesses for p'ipes as required by the Plumb'ing Contractor forthe accomodation of his work wil'l be provided by the General Contractor, but the
Plunb'ing Contractor wi]l be held resp6nsible foi the accurate'location 6f same.
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b - Irmediate'ly after being awarded the contract, this Contractor sha'l 'l confer Iwith the General Contractor and decide with his cooperation, where each and every Ipipe wi'l'l run.
3.07 VENT PIPES
a - Install a'l'l vent and revent pipes for fixtures as required by the Plumbing Codeor_as may be necessary to prevent syphonage or back pressure on ihe traps. A'l 'l
offsets.in vent pipes where,possiblL shali be made oir an angle of not llss than45'to the horizontal and a'l'l lines shall be connected at tie botton with a soi'l0r-waste pipe or a drain to prevent accumulation of rust sca'le. Branch vent pipeswil'l not be permitted to be in a'lower position than the out'let oi ihi f'jgh"sifixture in the gftrups.
3.08 PIPES EXTENDING ABOVE ROOF
a - The main soi'l , waste and vent pipes sha'l I be extended ful'l size at'l east one
foot above the roof. Pipe less than 3/4" in diameter sha]'l be increased to 3/4"
be'tow the roof surface. To bend away from parapet tral 'l ' but not be exposed 0n
uncierside of cei'! ing surface
3.09 I{ANNER 0F RuNiliilg PIPE
a - A'l'l water piping shall be eoncea'led, except in uti1ity areas.
b - Al'l piping sha'll be insta'l'led in the most direct straight and mechanical manner
possible and sha'll be properly graded. Horizontal soil waste and conductor pipe
shal'l be graded dornward. Oownward bends and dips sha'l 'l be avoided. All water
pipes sha'l 'l have a minimun slope back to riser or drip va'lves of about 1,,/15"
per foot. Branch'lines to be pitched up toward fixtures. Drip ya1ves to be
placed at base of al'l risers and at few points in system so that it can be completely
drained.
c - In water'l 'ines, provide approved swing joints to take care of expansion and
contraction of piping in the proper manner.
d - Threaded joints, in genera'l , sha'l I be made with John Crane Joint Compound,oil and grafite, or approved joint compound.
e - A'l 'l rough-ins thru sleeves in floors shal'l be.sealed or capped in an approved
manner unti'l final hook-ups are completed.
3.10 VALVES
a - Furnish and install shut-off valves in the supp'ly ma'in, on the lines supplying
new fixtures and as necessary to make a complete working system.
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r b - AlI va1 ves sha'l 'l be gate or bal'l val ves of bronze and sha'l 'l have approved
I cdirposition discs and renewable seats.
. c - Each fixture requireing hot or cold water supp'ly p'iping sha'll have a separate
I brass body, chromiun plates (where valves are exposed) va'lve on both hot and cold
I uater supply.
r 3.11 PROTECTION FROl''l FROST
' a - All portions of the system shall be so planned and executed as to avoid al'l
-r danger from freezing that may be apprehended. This Contractor sha11 pack with a
I suitable material any pipes exposed to freezing. The Contractor shal'l guaranteeI to nnke good, free from charge, any danage done due to freezing of pipes, wh'ich
is caused by the neglect of this clause, within one year from the time of acceptance
I of the bullding.
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AIR DISTRIBIIIION
sEcTroN 15800
1.0 GENERAL
1.01 GENERAL CONDITIONS
a - The work under this section is subject to the General Conditions set forthin Division 0 of this specification.
b - This contractor shall read Division 0, "Instructions to Bidders", (00100),for complete clarification of the work.
1.02 SCoPE 0F l,loRK
a - I'IORK T0 BE D0NE includes the furnishing of all labor and materiails necessary
and the de'l ivering to the 0wner complete heating systsns ready for satisfactoryoperation. Included are a'l I ductwork, diffusers, registers, gri lles, balancing
dampers, controls, exhaust fans and vents, balancing and shut-off valves, hot -
water heating and snow melting systems, and other parts necessary for a complete
operating system. AII permits sha'l'l be paid for by this Contractor.
b - t{0RK SHALL COMPLY with all applicable bu'ilding codes.
c - SYST$IS SHALL BE BALANCED to provide heating to uniform temperature in all
rooms.
d - ALL W0RK SHALL BE NEATLY FINISHED and when th'e work is cornp'lete the premises
shall be left clean.
e - ALL I.J0RK IS SUBJECT T0 the General Contractor and Architect's final inspections.
f - ALL IIoRKI"IANSHIP AND MATERIALS shall be guaranteed for one year from the dateof fina'l acceptance by the Architect.
g - ALL CUTTING AND REPAIRING by work under this section of the specification shall
be the respons'ibility of the General Contractor and laid out by the HVAC Contractor.
h - THE C0NTRACTOR shall coordinate his work with the work of the other trades in
order to avoid de1 ays and interferences.
'i - SH0P DRAXINGS shall be submitted for all Mechanical Equipment.
i - ALL MATERIALS AND EQUIPMENT shall be new, of the best of their respective kinds.
k - THE MECHANICAL DRAWINGS are to be considered d'iagranrmatic and sha'|l not be
sca'l ed for dimensions or exact location of equ'ipment.
1 - IIIRING. A]l e'lectric themostats, controls and motors shall be furnished by
the Contractor and installed by the Electrical Contractor. (Disconnects by Elec-trica'l Contractor).
m - GAS PIPING. Gas piping and secondary metering sha'll be installed by the
Plumbing Contractor.
1580-1
n - AS-BUILT DRAI,IINGS will be turned over to the Architect at final payment.
2.0 PRODUCTS
2.01 SHEET METAL
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a - ALL SHEET METAL shall be #1 smooth finish hot dipped galvanized
'l ess than the following gauges:
b - ALL JOINTS AND BMCING shall be installed in accordance with the
standards.
steel , not
SMACNA
c - ALL DUCT FITTINGS shall have low resistance to air f'low. Taper fittings shall
have an angie of taper (one side) 10'or less unless specifically approved. Al 1
e'l ls shall have the throat radius equal to or larger than the width of the duct
or right angle ells with turning vanes shall be used.
d - AIR FL0l'l thru ducts shall not exceed 0.1.0" static pressure 100'.
2.02 HEATING
a - ALL POWER WIRING
and installed by the
2.03 REGISTERS
and weather-proof disconnects for the units shal 1 be provided
El ectrical Contractor.
a - REGISTERS shall be Tuttle and Bailey, AF 250, straight with A6 grid and A7 damper;
or equal and shall be bronze. Balancing dampers, however, are to be installed atall branch outlets to registers.
b - RETURN AIR GRILLES shal l be sized as indicated on mechanical plans or as
requi red.
2.04 CHIMNEY
a - THE FLUES from all gas fired boilers in the basement shall be manifo'lded into
one masonry chimney.
2.05 EXHAUST FANS
a - T0ILET R00M EXHAUST FAN shal] be 80 CFM fan and installed in the ceiling
where indicated and provided by this Contractor with duct to attic.
2.06 EqUIPMENT SCHEDULE
a - B0ILERS
(1) Glycol - Snow Melting
169,100 BTU/Hour sea level rating
115,000 BTU/Hr at 8,000' altitude
Rapak Model TD
Size 400, with Air-x-Tank 000807
12"D x 28"1, 1-114" Tape
Glass Gauge Assemb'ly
1s80-2
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25 GPM at 15' Head 1/3 HP
9" Fl ue
1" Gas Connection
I Q) water
185,400 BTU/Hr. sea level rat.ing
126,000 BTU/Hr. at 8,000' altitude
Rapak Model TPSize 199TP, with Air-x-Tank 00762
9"D x 20"L, 1-114" Tap
(Air-x-Tank and regulator and air vent included)
Taco Punp #110
9 GPM at 12' Head IlLz HP
- b . RADIATION
I (1) Hi-Pak tlal'l Mounted Sterling Radiator
I Sjze 180. Factor Ratiry
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960
0.77 6600.76 6850.76 730L -2-3/4x 5
I Q) Pedestal Mount (Sliding Glass Doors)t 180o Factor Rating
0.931 965I L-L/4 4-ll4 sq. 50/ft 1O1O
c - FAN C0IL UNITS
t (1) Sterling Radiator (SC coi't for water)
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Bedroqn: (2) units 250 CFl',l, 9,650 BTU/Hr., CUH 125 High (258 @ 0.15 1ow)at 180" 14,400 BTU/Hr., Water Static Pressure : 0:0I ft.
38-L/2 x 26, 9-L12r'thick, Ducts: \9-3/4 x 6
Living Room 650 CFM, 24,500 BTU/Hr., CUH 350 Low
East Unit: at 180' 36,400 BTU/Hr., Water Static Pres. = 0.10 ft.
66-I/2 x 26, 11" thick, Ducts: 47-3/4 x 6
Living Room 775 CF!|, 29,250 BTU/Hr., CUH 500 Low
West Unit: at 180o 50,000 BTU/Hr., blater Static Pres. = 0.19 ft.
84-I/2 x 26, 11" thick, Ducts: 65-3/4 x 6
1580-3
d - CONVECTORS - Basernenr
(1) East Unit
Vestibul e/Stai rFirst F'lr. and Hall
Storage 005/006
Laundry
Mechan i cal
(?) West Unit
Convector Mode'l Type SH Capaci tyBTU/Hr.
900
800r0'0
5,400
1 ,450
1,650
DP 4"
2@0P4"
DP 4"
DP 4''
2.4 MBh
3.8 MBh
2.4 MBh
2.4 MBh
20" H
18uH
20u H
20" H
?4"L
36"1
24',L
24"L
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BTU/Hr. Convector Model Type SH Capacity
Vestibul e/Stai r
Fi rst Fl r. and Hal'l --TI0 DP 4" _ 20"H _ 24,'L 2.4 MBh
Storage 025/026 6,950 2 @ Dp 4u - lguH - 36"1 3.9 MBh
Laundry 3,150 Dp 4" - 20,,H - 32"L 3.4 MBh
Mechanical 1,900 Dp 4', = ZO,H - Z4"L 2.4 MBh
e - MANUFACTURERS. A11 equipment as scheduled shall be furnished by one of thefollowing manufacturers or as. approved by the Architect:
(1) Ray Pak Gas Boilers(2) Sterl ing Radiator
3.0 EXECUTION
3.01 COOPERATION I,,IITH OTHER TRADES
a - C0!{TRACT0RS shall give full cooperation to other trades and shall furnJsh
any infonnatJon necessary to pennit the work of all trades to install satisfactorlly
and with the'l east posslble Jnterference or de1 ay.
b - l.lHERE THE hl0RK 0F THE C0NTRACT0R wilt be installed ln close proxim'ity to the
work of other trades, or where there is evidence that the work of the ContractorwilI interfere with the work of other trades, he shall assJst in working out space
conditions to makd a satisfactory adjustment. If the Contractor installs his
work before coordinating with other trades or so as to cause interference with workof other trades, he shall make necessary change ln this work to correct the
condition without extra charge.
3.02 PROTECTION
a - THIS C0NTRACT0R shall protect the work and materia'l of a'l'l other trades from
damage by this work or worknen and shall make good al'l damage thus. caused.
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b - C0NTRACT0R shall be responsib'le for rork and equipment unti'l final inspection,
testing and acceptance. He shall protect the work against theft, injury or damage,
and carefully store material and equipment received on site that ls not irmediatelyinstalled. Close open ends of work with temporary covers or plugs during constructiont0 prevent entry of obstructing materJals.
3.03 QUIET OPERATING
a - ALL IJORK shall operate under a'll condltions of'load without any sound or
vibration which is obiectionable by the Architect shall be corrected in approved
manner by the Contractor at his expense.
3.04 DAMGE TO OTHER }IORK CUTTING AI{D PATCHIIIG
a - BUILD IN |'IORK AND C0OPERATE with all other trades involved in the conpletionof this structure. Any cutt'ing and patching made necessary by negligence', orfai'lure to bui ld in work, or othenrrise coopirate shal'l be -paja foi oi this Contractor.
b - D0 N0 CUTTING which in the opinion of the General Contractor or the Architect js
ljable to impair the strength of the structure. Do not excavate below the level of
any footing except with the express permission of the Architect.
c - THIS C0NTRACT0R shal1, at his own expence, do all cutting that he requiresfor the installatjon of his work and all patching created by such cutting.
This Contractor shall assume the full responsibility for such cutting and patchlng,
make a'l I arrangements and pay for all charges to other trades he employs. This
Contractor shall grout around all pipes and s'leeves passing throggh masonry,
concrete or wood walls.
3.05 CLEANING
a - AS t{0RK PROGRESSES, THIS CONTRACTOR shal'l remove all debris, filings, refuse,
waste' etc.' relating to his work and leave the buildings in a c'l ean condition.
3.06 GUARANTEE
a - TTIIS C0NTRACT0R shall and hereby does warrant and guarantee that all work
executed under this Contract will be free from defects of materials and workmanshipfor a period of one year from the date of fina'l certiflcate. The Contractorfurther agrees that he *l 1'l at his own expense, repair and replace all such defectivework and al'l other work damaged thereby which becomes defective during the termof the Guarantee.'
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ELEETR ICAL
I prvrsroN 16
I lection 16010 General provisions
I Sectlon 16050 Basic Materieis & Methods- Section 15400 Service & Distributionsection 16500 Lighting Fixtures
I
ection 16700 Coimuniiations
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GENERAL PROVISIONS
sEcTIoN 16010
1.0 GENERAL
i.O GENERAL CONI)ITIONS
a - The work under this section is subject to the Gereral Conditions set forthin Division 0 of this specification.
b - Wherever reference is made to the Contractor in the General Conditions orin these Electrical Specifications, it shall be construed to designate the Contrac-tor for the E'lectrical work.
c - This contractor sha'l I read 0jvision 0, "Instruction to Bidders,', (00100), forcomplete clarificat'ion of the work.
d - This Contractor sha'l 'l examine the plans and specifications of other trades.
1.02 SCoPE 0F 1,t0RK
a - The work inc'ludes furnishinqfor the complete installation oinecessarily I imited to:
of all labor, equipment and services necessaryelectrical systems. This inc'l udes, but is not
(1) Installation of transformer pad.
(2). Complete secondary distribution system, including main switchboard, all'feeders,-conduits, pulI boxes, (vihere i'equiied or sholin), distribution,'po\.rer,receptacles and light.ing panels, and al1 connections.
(3) Power branch-wiring and connections complete to alI power or motor operatedequipment and outlet by Mechanical Coniractor. Provision of safety ttrree'fhiieswitches r.lhere required by llational E'l ectric Code.
(4)- complete 'l ighting system, inciuding branch wiring, wiring devices, outrets,switches, lamps and 1 ighting-fixtures, ieceptacies anJ'all coinections'compleie,including connection oi sin!le phase motors'and applianies.
(5) Complete system of telephone conduits and outlets as shown on the drawings.
(6) Grounding, testing, and,'as-buj'1t,, drawings.
(7)- A'l 'l Conduits, conduit.fittings,_outlet boxes, supports, hangers, wire,cable, ccnnectors, wiring devices] ilates, sotaii'tip6i-irs"s anrl such oiheritems incidental to and/or reguired to complete instiliation.
a - The Mountafii Betl feTa. Co.wire for telephones.
will furnish and install all instruments and
b -- HoTy'[poss E'lec. Co. w'i ll furnish the primary cab]es and iransforner andlvill install and ccnnect their meter and the prinai^y cable to their overneac linasat the cable poie. Contractor is responsible'for ait ne.esiiry coordinaticn r.rjtirthe uti'lity regarding this work.
1601_l
2.0 coDEs
a - AlIwork shall be executed in accordance with al1 local and state laws.rules and regulations applicable to the work and to the ru'les and reguiationsof the llational Board of Underuriters and National Electric Code. Ail fees in
connecti.on therewith are to be paid by this Contractor.
3.0 STANDAROS
a-- Electrica'l equ'ipment and materials shall meet the app'l icable reguirenrentsof the followjng standards:
American National Standards Institute (ANSI)
Certified Bal'last Manufacturers (CBM)
Electrical Testing Laboratories (ETL)
Independent Testing Laboratories' ( IfL)National E'lectrlcal Code (NEC)
National Electrical Manufacturers Association (llEM)
0ccupational Safety and Health Act (0SHA)
Undenuriters Laboratories (UL)
4.0 RULES OF LOCAL UTILITY COMPANIES
a - Rul es of'local Utility Companies shall be complied with. Before submittinghis bid' the contractor shall lheck with each utiiity company supplying servicito this installation, and shal'l determine from them itt ubxei, milei b6xes andmeters which they will require to be insta]] ed in this instaliation.
5.0 ORAWINGS ANO MEASUREMENTS
a - Ih: drawings are partly diagrarmatic and are not intended to be scaled forrough-in measurements ncr to seive as shop drawings. Field measurements necessaryfor getting out materials and fitting the instattition to the-;;ii;i"s-io;;ii"riiio.and arrangement shall be taken by thi Contractor.
b - l'lhere iob conditions requlre reasonab'le changes in indicated locat.ions andarrangements such changes shall be made w.ithout Sxtra cost to the 0wner.
c --The draw'ings-.and specifications are complementary and are to be taken togetherto form the compl'ete document.
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i l.ggmplete.shop,drawings for all E'lectrical Work shall be submitted to the
:::.1]::!r :nd,Engineer.for.approva'l before fabrication of the work. seven ihcpqra'r,lngs shall be submitted on all items of equipment, fixtures, specialities,eic.- Drawings must indicate name of project and'nime'of'gJni"actor, Architeci,and Engineer.
b - The Contractor shall.thoroughly check all shop dralings as regards measure-
:::::, tl:":"9f,,ilyl?rent, mateiiais and detaj'ls to satjsiy ni"seii trrai-ilrey-conrorrTl Eo the intent of the Engineer,s drawings and speciiications. Drawingsiound to be inaccurate ara to bi returned to the supplier or sub-coniractcr forcorrection before subnit+-ing same to the Engineer.
1601-2
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7.0 TEMPORARY LiGHT ANO POi,/ER
a -.Provide temporlry pwoer for 120 voit portable tools, excluding GFI protection.
Each ernployer shall be responsible for his own employee's protection. irrovidetemporary light'ing per OSHA requirements.
8.0 CUTTING ANO PATCHING
a ' A1 I .cutting and patching that may be necessary in building shall be careful 1ydone under the directJon and to the satisfaction bf the Archiiect. Cutt.ing andpatching shall be done in accordance with architectura'l div'isions.
a - The E'lectrical Contractor sha'l I perform all necessary excavations as required
!y h'i.s underground work and shall remove whatever substances encountered, tothe depths shown on the drawings, or as required by field conditions and directeCby the Engineer.
b - lrlhen backfilling tranches or other excavations, the earth must be f'lushedand tamped solid in place. Al'l earth must be free from 1unps, bricks, plaster,rrozen naterl a ls, etc.
c -.Backfilling under f'loors, wa] ks, drives, parking'r ots, etc. shall be approvedsand backfill suitable.for conpaction. Thii lacksoit strait be well compactLa in6 inch layers.--Any failure or settlement in these areas which is caused byimproper backfilling or compaction of this Contractor's work shall be remeiiedand paid for by this Contractor. Excess excavation materia'l shall be removedtron premises or deposited on premises where directed. Excavations cut tooclose to or undermining foundation footings are to be backfilled with 2500;concrete.
a - Obtain and pay for all.pennits, tenporary and pennanent, fees and inspect.ionscovering.th'is class of work as required by all appiicable laws and ordinances andpost such permits and inspection certificites in'a prominent place adjaceni tothe work so that they can be exanined by any duly airthorized iegal auihority.
b - 00 not cover any concealed work unti l fjnal inspection has been made andapproval certifjcates obtained.
c - De1 iver all certificates of fina'l inspection and/or approval , to the oifice ofthe 0wner.
11.0 MATERIALS
a - E'lectrical rnaterials shall be new, listed by Undenvriters Laboraiories, Inc.and shalI bear their label. In the event that ihe Contractcr submits r-or irprovai'i tens of equipment which are not in confonnity with the requirements of thisspecification, the Architect reserves the rjght to reject such equiprnent.
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12.0 TESTS AND ACCEPTANCES
i - After alI e'lectrical work has been completed, the Contractor shall demonstrateto the Architect that the entire instalIation, including al'l materiais, eiectrical
equipment, and appliances, are in working order. Should the tests show that anyof the work is not jn perfect working order, or not in compliance with thespecifications, the Contractor on wri tten notice shall promptly correct the workand replace any materials and equipment not in conformity wittr-tne specifications.
b - The Contractor shal'l test all wiring systmes for grounds or fau'l t and shalIeliminate any undesired conditions. tniulition resisiance shal'l be determinedas required by the latest edition of the National E]ectric Code and shall notbe lower than the minimum values tabulated therein.
c - The-complete cost of any replacements of defective wires, cables, eguipment,materials, accessories, etc., shall be borne by the Contractor.
13.0 CLEANING AND FINISHING
a - Ouring the construction period, the Electrica'l Contractor shall renove allidentifiable debris, rubbish, tools, equipnent, unused materja.l s, etc. nny-such removal, etc., shall be paid for 5y ihe respective Contractor.
a - The E'lectrical Contractor sha'l I secure final occupancy inspection as soon ashis,work is completed and shall irnmediately submit suitr iirrtiticates to theArcnrtect t0 be turned over to the owner after acceptance of the work.
15.0 GUARANTEE
a - The E'lectrical Contractor shall furnish thehe will make good at his own expense any defects
one year from final electrical inspectitn.
i6.O AS.BUILT DRAWINGS
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a - As-built drawinqs
ic.a tion I .ia-i..liiiiishalI be fonvarded td
17.0 CCOROINATION
a - The Contractor shall coordinate the electricalutiiity's service planning department and shall bet0 the service that is not provided by the utility.
b - Coordjnation jtems inc'l ude, but are not 'l imited
- Primary cable duct.- Metering equipment.- Secondary cabie and cable duct,- Terrninat,lons.
shall be made showing the exact fino'l connections, equipmentof concea'l ed and undirground wiring. The recorO iraiingsthe Architect for submittal to the-0wner.
Architect a written guarantee thatin materials and workmanshio r,rithin
service instal'lation with the
responsible for al'l work relared
to:
14.0
1601-4
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?.0
BASIC MATERIALS AND I'IETHODSstcTloil 16050
I.O GENERAL
a - The work under this section is subject to the General conditions set forthin Division 0 of this spectficationl--"--" r'u L,IE qenerar Lonl
:.;ol!i.':1"'fi;l3;,;iitlr'il: ilil:ion 0, "rns*uctions to Bidders,,, (00rc0), ror
Ptgul9g labor, materials, equjpmentof this section to the-iuii-;ffi;;an<l supervision regu.lred to completeof the draurings and specificaii6ni.-
AND FITTINGS
a-All wiring except as hereinafter specified shal.l be Romex.
b'conduits under ground floor slab or,grligd-ynderground sha.ll be rigidgalvanized conduit or an approved type lr ptastic conduit.
c - A1l exposed wiring on vertical surfaces shall be installed in rigid galvanizedconduit. |
'qr's- rrrqr I ue Insra
d - supports for electrical-equipment installed on masonry construction shall be;lfi:Tf.,lt:l,t#";i?.,n a .:-lip5'lion'lyp. scre,v anchors-. Hooden or ribre
:t;"?"lJ;:.ooxes instal'led in concealed conduit runs shal.l be of the pressed
f - A'l I conduit shall be instal'led concea'led jn the building const,ruction exceDtthat exposed conduits may be ui,"J-in-ij.nttrouse, lr..rriri.ii"Equ.ipment Rooms, andriectricat Rooms, and Baiemeni/c"anji's-pi...
g - Exposed circuit 1!.i! p:rnltted by this specification shail be instar.red inneac symnetrical lines-paraitet wiirr-ile centlr rinei-or'tire buiiding construct.ionand adjacent to the beams, watts, elc."ino not across open bays.
!.;*lit.jJ::::n *" conduit runs exposed to the weather whal r be esuipped with
i - Exposed circuits.instal'l ed below surface mounted distribution ecu.iprnent sha11?l.il.rliJl":i.;: risio insierl-*iir.'"]ii port.ions or thi uenains radius conceaied
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j - Use standard factory bends for all conduits 1-1/4 inches or larger.
k - Feeder condu'i ts sha'l 'l be supported by suitable pipe hangers. A'l 'l conduits
and metal cabinets, etc. sha11 be grounded in an approved manner.
1 - All joints sha'l 'l be made watertight and all raceways shall be perfectly dry
when wires are pulled. Pockets or water collection points in the installation shall
be avoided.
m - AlI wall out'l ets shall be accurately'located as to height and finish.
Cover plates must be absoluteiy plumb.
n - PulI boxes shalIbe installed in all continuous runs qreater than 100'-0"in length and at 'l ocations shown.
o - Where conduits are to pass through f'l oor s'labs or bearing walls, pipe sleevesof correct size shal'l be instal'led and securely fastened in the concrete forns to
avoid damage or movement of the sleeve at any time. After condujts are instalIed
through these sleeves, the open space around the condujt shall be closed and madetight with aokum and an approved mastic.
p - Oeliver conduit in standard ten foot (10') lengths. Each'length shall belabeled with an Underwriter's Laboratories, inc. 'libel shorving the manufacturer's
name and trademark. This label shall also designate the primary protective
coa ti ng .
q - The same grade of conduit material as specified above shall be used to make Ibends and elbows. I
r - Minirnum conduit size sha'l 1 be L/2 inch, except 3/8 inch Greenfield is approved.
s - Flexible conduit (Greenfield) shall be used for connection of motors, conirols,
and other uniis subject to v'i bration and for connect.ion of recessed 1ight, fixtures.Flexib'le conduit shalI be fabricated from a continuous spirally wound iteei striptc provide an unbroken qround.
2.02 CCilDUCToRS
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a - Furnish and instal'l a'l'l feeder and branch circuit wiring for light'ing, power
and auxi'l iary systems as shown on the drawings and specifiea nerein, corniieiewith lugs, connectors, splice boxes and make-all connections.
b - All w'ire and cable shall conform to the'latest requirements of the currenieCition of the National Electric Code and shall meet att nSfM specifications.'ljre and calbe sha'l 1 be new; shall have size, grade or insulation, voitage andmanufacturer's name permanently marked on outei covering at regulir jnteivals,
and shal'l be delivered in complete coils on reels with identifying size.i'Jire and cable shall be suitably protected from weather and dailagi duringsiorage and hand'l ing and shal'l be in first class condition when installed.
c - Sizes shall be as jnd'icated on the drawings. Conductors shall be sofi-dra,rnccoper and insulation and outer covering as noted. conductor sizes shall bestandard American Wire Gauge sizes. Conductors;10 and larger shall be stranded.l',/ire and cable shall be factory color-coded, with a separati color for eachphase and neutral used consistentiy through the systen. Green shallbe useofc;' conductors intendeC solely for grounding.
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d - conductors for secondary feeders shall be 600 volts, type THli or TH. Type
THHN or THbIN shal'l be used for jnstal'lation in raceways-ex-pbseO to moisture-orin concrete slabs or below grade.
e - No conductors or cables shall be installed in conduits or raceways untilthe raceway syltem has been completed. When installing conductors, ihe ElectricalContractor shall exercise due cire to prevent damage t5 conductor or insu'l ation.
f - All feeders shall be continuous fromwithout running sp'l ices in intennediate
splices.are_necessary and approved, theyvrith suitable connectors.
orgin to pane'l or equipment terminationpull or splice boxes. Where tape andshall be made in approved splice boxes
g - All cab'le tenninals, taps and splices shall be made secure with solderlesspressure type connectors, unless otherrrise soecified.
h - Connectors shall be Scotchlox.
a - Furnish and install factory-assembled circuit breaker Iight'ing panelboardsas shown on the drawi.ngs. Panelboard sha'l I be deadfront sarity t!pl, equipped'rriththennal-magnet'ic molded case circuit breakers with ratings-as ilowir in the'irawings.Panelboard shall be listed by Undervriter's Laboratories-ina bear the UL labe'l .
b - circuit breakers shal'l be quick-make, quick-break therrnal-magnetic tripindicating' and have comnon trip on att riuiiipote urtatiers.- Ciriuit breakirsshall be rated 10,000 l/C' syrnretrical at 240V'AC. -- - --
c.--Ih9 panelboard bus assembly sha'l 'l be enclosed in a steel cabinet. Frontsshal'l include doors. Fronts s-hall be of code gauge, tuit-tinistred stee'l wjthrust-inhibjiing prime and baked enamel finish.- eicn panel shail-naui-J tvpiJdirectory show'ing a'l I circu jts.
d - Panelboards shall be Federal pacific, Type NHOp and NALp or equal.
2.04 HIRING OEVICES
a - Furnlsh and install-wiring devises indicated by synrbol. on rn. drawings.Devices sha'll be spec'ificatioi grade. This Contraltoi sirail furnish,-iniiiif,and make connections for wiring devises on special equipment such as'tebles, '
benches, cabinets, and other iiems shown on the ,irawingi.
b ' sl'llrcHEs. Rated at 20 amperes, 277v, specification grade, un'less other,visanoted. Hubbe'l'l 1221 Series. ' p jloi t ighi si",iches shalt le iu6uet,l tzzt-pL.Approved equals by Bryant, Circle F. Sierra, or S.later will be accepted.
c - OIMMERS. Incandes:ent dimmers sha'l I be recessed uall rnounted, iz0v.l'lanufacturer sha'l I be Hunt or Lutron.
d - RECEPTACLES. General_use receptacles shail be 15 ampere, 120 volt groundingtype, l.lubbe]'l Cat. No. 5252, Circle F 1630, or approved iqrai oy Bryanti Sierrt"or s'iater. lleatherproof receptacles shal I 5e ttuu'n!li cat.'iisa 'witir'iai. lro. -
5205 cover.
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e - PLATES. Provide-a device p'l ate for each switch receptacie, telephone signal ,etc. Plate shall suit,type of device instajled. plates shall -be piiniea. " -
No plates shall be .i nsta'l 'led to leave a sharp, eiposed edge.All plates shal'l be .040-inch m'inimum thickness provided with blvelei edqes.'-
2.05 MOTORS AND STARTERS
a - MECHANICAL c0NTRAcr0R shall pro,.,ide and mount all motors required by hisequipment. Mechanical Contractor shalI furnish properly tagged'starteri for motorsfurnished by Mechanical Contractor except where starter! a16-an integral pirt oiequipment. Such equipment, jf any, trili be outl .ined in the Mechnicai 0ivision.
b - ELECTRICAL CONTRACT0R shall furnish and instalI all heater elements for overloadprotective devices. Said elements shall be sized and seleited on the basis ofnamepiate ratings on the equipment being installed.
c - ELECTRICAL CONTRACT0R sha'l I mount motor starters and shal'l vrire and make allfinal connections between starters and motors. Electrical shal l furnish,-i';siuitand wire all required safety switches, except where otherwise norec.
d-- STARTERS (unless otheruise noted) shatl provide thermal overload protectjon fcral'l motors indicated on drawings. Include auxiliaiy ioniicts in starters whererequired for interlocking operition controls.
e - MANUAL STARTERS shal] .be togg'l e type with thermal over'l oad relay single ordouble poles when required ana iicessii in finisi,ed area.
f --MAGNETIC STARTERS shall be ful'l vol tage, with control tran5formers ll0 voltcoiIs when required.
g - SIZE HEATER El-EiUEllT for all over'load relays at the motor nameplate rating.
h - I'IANUFACTURER: Federal paci f ic
i - ALL STARTERS shall be furnjshed by the same manufacturer.
j, - Wherever poss'ible, STARTERS shal l be mounted r.rith.in sight of motors, exceptwhere noted on the drawings. Each starter shar be ialniiiiea.
k'POl.lER WIRING to the starter and betureen starter and motor will be by theE'lectrical Contractor.
2.06 DISCONNECT 5'/ITCHES
a - Tlio AND THREE P0LE shal'l be for 480-600 volt heavy duty service anc have ampererating as indicated on the dr:vtings. Indoor srvitches shalt be llEM l. 'leather-proof switches shal'l be NEIIA 3R. -
b - SIiIGLE P0LE. 120 and 277 volt disconnect swrtches shall be AC flush roccla r,znerai'ec at 20A' 277y. l'leatherproof swiiches shall be rnoun.,-ed in-.utt'b;;'r,,i;;"'r eJPs
weaiheriight hinged cover.
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2.07 SOXES AND FITTINGS
a'ALL 0UTLET B0XES shalI be standard galvanized steel type, at'least l-ll2-inchdeeP' single or gang style type of size-to accomnodate devicis shourn. Boxes shalibe_equipped with plaster ring or cover as required. Outlet boxes for concealedtelephone and signalling systems shall be the 4-inch square type with plaster coverand brushed-opening cover plate.
2.08 TII'IE CLOCKS
a - Tlme clocks shall be rated 30 amperes, 120 vol ts, three or four pole and shallhave an astronomical clock mechanism.
b - Tlne clocks shall be manufactured by Tork, Zenith, or AMF paragon.
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SERVICE ANO OISTRIBUTION
sECTloil 16400
1 . O GEIIERAL
I.01 GENERAL CONOITIONS
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a - The work under this section is subjectin 0ivjsion 0 of this specifjcation.
b - This Contractor sha'l I read Division 0,complete c'larification of the work.
t.02 scoPE 0F u'oRK
a-- Provide labor, materia1 s, equipment and supervision required to complete rvorkof this section to the full intent of the drawings ana speiirications.
serving this bui'lding is the ftoly Cross Electrjc Company.
vol tage i s 120/209 vol t, three phase , four wi re , i.rye.
a - The e'lectric util ity
b - Genera] distribution
2.0 PRODUCTS
to the Genera'l Conditions set forth
"Instructions to Bidders,,, (00100), for
a ' INSTALL a utility aPProved secondary current transfonner cabinet. l4ake allprovisions in accordance with the utiliiy requirements.
2.02 GROUIID ING
a'ALL P0F'TI0NS 0F THE ELECTRICAL IIISTALLATI0N shali be grounded in an approvedfash'ion.
b - GROUIIDING C0||NECTIONS which are required buf not shovrn on the drawings shallbe insta'l 'l ed in accordance with the llaiional Electrr:c-CodJ,-latest re./ision.
c - GR0UllD MTS shal't be'installed at the transfonner as required by utility standarcs.
c - l'lAXIl'lUl4 RESISTANCE 0F THE GROUND SYSTEI',i to ground shall not exceed 5 Qhrns.If necessary, additiona'l rods shall be driven to lower the resistance to this l.ii::ii.
e - ALL GR0ul'tDING cONNEcrI0Ns sha]l be copper brazed by the,'cad-weld,,process.
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LIGHTING FIXTURES
sEcTIoN 16500
1.0 GENERAL
a - The vuork under thjs section if subject to the General Conditions set forthin 0ivision 0 of this specification.
b - This contractor sha'l I read 0ivision 0, "Instructjon to Bjdders", (00100), for
complete clarification of the work.
a_- Provide'labor, materials, equipment and supervision required to complete dorkof this section to the full intent of the drawings and speiifications.
2.0 PRODUCTS
2.01 LIGHTING FIXTURES
a - Furnish and instal'l al'l't ighting fixtures and equipment shown on the drawings,listed il.tl,9."Lighting Fixturi Schadule" and specifieb herein including tighting
Pgngl :' lighting fixtures, lamps, conduit, wire', and connections for a iornpiete -
I ighting system.
b - All fixtures shall be securely supported. This Contractor shall furnish andinstall.a'!1 supports. Where receised'iixtures are specifieC, venify ttre ciitingsuspension systetn and provide required fixture ceiling trim and accLssories. -
c - Ballasts shall be class uP", cBlt, ETL Tested and Approved high por./er factortype.
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I cor"rMUNrcATIoNsr sEcTIoN 16700
I i.0 GENERAL
T 1.01 GENERAL CONDITIONS
I a - The work under this section is subject to the General Condjtions set forth- in Division 0 of this speciffcation.
I b - This Contractor sha'l I read Division 0, "Instruct.ions to Bidder., (00100), forI complete cJarjfication of the work.
I 1.02 scoPE 0F ltoRK
r a - Provide labor, material s, equipment.and supervision required to conplete vrorkof this sectlon to the full intent'of the o"i"lngs ano spiiitiiitions.
I 2.0 pRopucrs
I 2.01 TELEPHoNE EQUIPMENT
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a'WALL B0XES shall be Z-inch x 4-ineh x 4-inch with sing'le gang cover to matchI device covers except with 3/g-inch bushed hole.I . b - ALL C0NDUIT SLABS shall be terminated wlth bushings. Standard radius el1sr sha'l I be used. Condu.'lets or simi'l ar devices are.not per-mitted for teteftrone -
I ccnduit turns.
r c_-,1'IATERIAL AND INSTALLAIION shall conform to the standards specif.ied or simi'lart equtpment in other specification divisions.I
I
I
r
r
I
I
I 16 70- 1
G ---a
Project Name:
ProJect Description:
6'Deck addition
Participants:
Design Review Action Form
TOWN OF VAIL
DRB Number: DRBolo0l I
OWNER ZYMAN, SYLVIA REBECA OI/1.2/2OO7 Phone:
3104 E SHADOWLAWN AVE
ATLANTA GA
30305
License:
APPITICANT HORACIO MEDINA 0I/t2/2001 Phone: 949-0630
TCC Contractors
PO Box l- 822
Avon, CO 8162 0
L,icense:
Project Address: 82 w MEADowDRVAIL Location:
LegalDescription: Lot: t Block: Subdivision: VAILVILLAGEFILING 2
Parcel Number: 2t0107t01026
Comments:
BOARD/STAFF ACTTON
Motion By: Action: STAFFAPR
Second By:
Vote: Date of Approval: ol/t2lzo}t
Conditions:
Cond: 8
No changes to these plans may be made without the written consent of Town of Vail staff
and/or the Design Review Board.
Planner: Bill Gibson DRB Fee Paid: 520.00
I0\'. -tJl 00tIIED)(Jct-2{;a6 La
l,l: 8
33 FRO n,tu.|" DEV-DEFr.,o,=rJ.or*r,
r, UUJ
FACE 2/ 74
c79-t136
f0i,n APPLICATIOI{ FOR DESIGN REVIEW APPR.OVAL
G=NA'TAL IN FORI'lA'I-TON
lhts "ppli*ti-, Lr for;ny 0raje.: reauiiing Design Rerieru aDDroval. Any projecf requiring Cesi;fl review musi
i.ecsivc Design Re'.,iew apgroval prior lc submating for a luiidang pe|Tnn, For sDeaifrc tntern€ion, see tne submrtial
:'equiremenG mr ne panic.:tar apFroeal the[ is requef'€r'. The apDllcEtion cEnno( De acce$ed undl al{ ihe required
inforrnacicn is sub:niited, r}le projea may eFo need tc be revieweC by ihe Tervn Ccuncil end./or the PlBnnlng ano
Environrnental Ccr",rn'li!9i0fl. Ces:in Review Bca rct apttoval er'pires onc Year after flnal apPrsval unless
E bqilding Perm 1* ls iesued and ccnf.ntcign is sbrid'
or rHe nEQuEi:
E
F,
PHYSICAL ADORFC<:
PARCSL #:
II :l ltl(z4
-. \)$tt-
Contac Eagie Co. Assessors fficE at 97G328-8640 ror parcel #)
AiONE:-oo
'nq i
r11Di
r,i {ItllNc iDDRESS : - ?{-2
owNEl(s) $GI{ATURE(5):
|tlAME OF AFPLICANT:
I.lAILII-IG .{DDRE$:
TYPE OF iEV]EW AND FEE:
tr New Const:udion - sZOo
- Addition - 55o
V i+inorAjte:-ation - $20
confiruciton of a ae', building-
:*lrCas any addition wheie Square fooGge i5 addeC [o any
residerrrial or commercial buildino.
fnOuOes minor changes Io buildings and s;ie irnproverlents' sucl
at, *oinng, painuni, window adiidcns, tandscaping' fencas and
relaining walK, egc.
DRg fres :re m be perct ar the ume of submiEl. Letei, when applying tor a burlding perrnig please iientiff
tle accurcte valuaion or uu pto:..r' ftt";o*n of vail'urill aalusi tre ie according tc the Prdject veluetbn' '
PIIE.TSE SiIB ]TT TT ]tl IS.APFUCATION, A[ sUEMTTTAL REQ U I RgltElJ?S
ANO THE FEE TG TIIE OTPENTUEilT OF CIMITIUNITV DEYELOPMEIIT'
7s souTH FRONTACE RoAEt, vAIt' co|-oRlDo 81557'
*btnlybDMrr I biod
to
oo
FIL E COPY
TOWN OFVAIL
Department of C ommunity Deve lopmen t
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.ci.vail.co.us
January 2,2001
Sergio & Becky Zyman
3934 The Ilighlands
Atlanta. GA 30327
RE: 82B West Meadow Drive / Lot 1, Vail Village 2od Filing
Dear Sergio and Becky,
As you are aware, the recent rcnovation of a deck on your property located at 82B West Meadow Drive was
constructed in violation of the Town Code of the Town of Vail. The deck being renovated on yow property was
being constflrcted without Town of Vail Design Review approval and without the issuance ofbuilding pennits. The
Town of VaiI became aware of this situation and issued a "red tag" (stop work notice) on Se,ptember 3, 2000.
On October 16, 2000 tbe Town of Vail Building Department received your letter indicating that you wanted to apply
for pemtits to allow the construction of your deck to be completed. On Novcmber 20, 2000 the Town of Vail
Community Developmsnt Department received an incomplete Design Review application for the deck rcnovation
on your prop€rty. In order for the Community Development Departrnent to procsss tlis Design Review application,
the application must be complete and all submittal requirements must be met.
For this Design Review application to be complete, the following items must be submitted:
I ) All relevant specifications for the proposal, including colors and materials to be used.2) Wriuen approval from the adjoining duplex property owner(s).3) A site plan, at a scale of 1"-20' or larger, showing the following:a) Property and setback lines (including setbacks from the centerline of Gore Creek).b) Existing easements.
c) Existing and proposed grades.
d) Existing and proposed layout ofbuildings and other structures including decks, patios, fences, and
walls. Indicate the foundation with a dashed line and the roof edge with a solid line.e) Locations ofall utilities including existing sources and proposed service lines from the sources to
the structue.
f) Location of landscaped areas.
We wish to assist you with the Design Review and Buitding Permit processes to bring the deck renovation on your
property into compliance wit! the Town Code. However, in order for this to occul you mwt have a complete
Design Review application on file with the Town of Vail Community Devclopment by no later than Noon on
Monday, February 5, 2001. If a complete Design Review application is not on file with the Community
Development Department by the aforementioned deadline, the Town of Vail will begin firthcr Code Enforcement
proceedings.
{,Pu**'o"*
W)WN OFVIN
Deportnent of Comnunity Development
75 South Frcntage Road
Yail, Colorado 81657
970479-2r3E
Filt 97b479-2452
www.ci.vail,co.w
If yon have any questions or cornmens, please feel free to call me at (970) 479-2173.
Sincerely,
4/*{hr.
Bill Giho4 Planner I
Town of Vail
CC: R Thomas Moorhead Town of Vail Attorney
{p*t^*
NOV.00(I|ED) l3:13
llr:'V. 11. ESBB n: -Z SL I'; ER Sml IHuIRfimFl DN VA Hi
P, 001
I lcl . ri PJ t-.i
IMPREVEMENT LOCATIEN
A RESUBIIIVISIEN EF A
AHENDED HAP t]F VAIL
TEVN qF VAIL, EA6LE
EE UEST hEADOV ONTVE
CERTIFICATE
PART qF LOT I
VILLAGE SECEND FILING
COUNTY, COLORADO
l,/F ^
-s
' .+('
o'i'
LOT A
SCALE l'e 30'
! rcRE0y_cERrtFv ThRI Ints tlrpRov€FcNI Loc^rl0r cgnItFtcATe vAs pRtfr^EE0 [r]RSerbio lJrnan --- - ii^i ii iS NiOr n r_eNg Suirviv'PLAT.OR IHPROVE^IEN' SURVCY FLAT AND IHAT IT 13 NOI' IO HE RELIEII UPqN fOR rI{E
ESIAILlSHXENT OF FEtrtE, D|JILDtNG oR 0THEn FUTUQE RUIL!tN6 OR OrffiR rUtUni tXenOVeXEttL||tA5,
o^lt - AlV t al r 17 a1
'.'.''
irqllCE, Acc0RDlNE T0 CoLoR^00 LAu yFu irusl c0HHENCt alfi;lEcnl.niiibl','EisEo |.JF0N ANy DEtecTl THrs suRvEy vll|ilN lr.rREE yEAfls AFIER yort tfF$T utscavBn sij(it' arEcl tN N! tvEilT, r,ry
ANY AqItoN,'JA5-ED upoN ,\Nf oEFECT lr,t lltls sr,RVEy l|E CnHHENCTD'ioRE. trrAN rrr rEnR! rhou rlrE0AIE 0r Tltt clRTllflcAlt0N Srm"Jr.t ItREON.
BACKLUND LAND SURVEYS Tllls pr\RCfL lS t0C^IeD lN tLqoD 20!tE C.
Accon0lN6 To colinuNtTy PANEL N0 0E005r 000e l.
7 cotrtnttc I
ltlvc ,/
\ rft.
!o,t.,.
t t
8 troRtsltrcrn
,(,
I ruRrHe6-cERr.tf-r- yHAl rHE ttlqRoyEHeNts oN 1{t AEOVE DESCnl0r! oAFCCL Ori IHtS D^It,t'r^r- 15, r997,_ frctpT urlLrTy coNxecfloNs. ARE Er'rTlteLy vtiriN'ri,rE ooriNonciis oi- tiri -'
PA!^C-EL, [rclFl ^5 rNolcATEn IHAI TttERE
^tE
N0 ENcRorc[NtNTs or.t IHt ucsili|Dsi eCrrrlsct ot
L!p.e-qvqrE!!S rJfJ rNy 40JotNrNc pRehlsqs, qxcEpr ^s trroul atrp ir/AL I.HEFE ri -rrri qpplniii -
EvtoENct 0e srcN 0F ANy ETSExENT cnosstrjc 0n ounDcNrNc aur;rFfdrl,,{( sago eincqf, trstpr nsr./oTrD.
,,fl1n:': "_J f,..,. .'i ' --
ffi. ,ffiip1l9itilir,,,
ll8t3,
N0\i, -01' 00{\{E[)) 14, :8
ecr-zoo\-ou 14 . 34 FRoH, ror]r-oEv-DEpr,
GENERAL INFfR{Ar-roN
-r?ris applicatrcn apolies tc chenges made:o a sne or erterior aEerations of a building. AfiY
aiteradiOn in v\hich addiijonal buitCing square fooGge is added will requlre an "acditior's"
appllcation.
I
e:=>
Phctc or si(etches which clearlY convey the €xi$ing conottions'
Fhotos or sketches whach cq=4lv ccnvey the propoSed buildrng or srte alteration(s)'
All relevant specifications for the progosol including colors and materials to be
r iCF/t
Concjominirm AssociatiQn aPgroval (if applicable)'
IF ffie intent of the Froposal is not clearly indicated, the Administrator may
,jetermine ffat addrtronat materials are necessary for ine reriew of the appiicauon-
fr-n*l
P, (JU4
PAGE 3/ 14
II
,ID'9704?92452
QLesltons? Grt 'rle Planning SGff a[ 479'2138
E MrNoR ALTERATToNs ro rHE ExTERIoR oF BUTLDTNGS
AND STTE IMPROVEI,IENTS
li0\'. -01' 00 (l{ED) l,l :,9
oc r-zq-aa t4 , .,s F'onr , ,o]"-oEu-DEpr.rt
?647tD=s 92482
P. UUU
FAGE ?/ T4
uTrLlrY LOC.ATTO ttl VERI FCATION
Th6 form :s rr verrfy Service avatlabiiity and locaflon for rew consirucrcfl and s;lould be uselc in
conjunciion,^ilh prePanng your utility plan and scheduiing installadons' T}le-ljoc-a-tlon and awilability of
utiiles, i"net re. iney Ce irain irunk iineS o|' ptoposeC :ines, ftlust :e aoprcves and verifieC bY th€
foilo,/,.linq uhliires for the 3ccompailying site plan.
Ar$6r;zedjigEg-rg DL?.r /
U,5. Wesi Ccini:nun icaElcns
L-800-922-.!s:7
468-6860 or 149{530
Public Serv'ce CcmcanY
949-5761 (Gary Hall)
Holy Cross Eler-ric Assoc'
949'5892 frel Hqsry;lonn BoYd)
949-5530 (Ficvo Salzar)
Eagle Rivet Water
& SanGtion Cilsuict *
476-74f0 (Fr€C Hasl€)
+ Ple?se hrin! a sR€ plen, floor pian, and elevations when obeiniag 'Jpper Eagle Valley Water &
Saniradon s;glsrures' Fire flow needs musl be addr€ssed'
NOTEST
l, If the urilrty veriiication form has Signatures irom each of rhe udlity companies' ano no coilmen$
a|e rn€de orrerily on rhe form. che Town will presume that $ere are no probleTs and the
de'rellpnent can prace€'d '
2. ff z ,r.n[y company has eoncems wrfi $e propos<d consrucion, the urility r€presentative:lu]1,17
direcjy on the uul(y verification form tfiat uere b a p€bletn \.{hicft nieds to be resolved' The iesue
shoul: then becletaileC in an attache'l rcr*ertolneTown of vail' However' Pleasc^keep il .min9
thFtr".rsthereponsibilityofiheutjlitycomPanyanatt'.app|icanttor€so|veidenilfiedprob|€'ns.
T?rese: ,rerifications clo not rdieve $e contrilcror oi the rEponsibility tD obrain a, hblic way Petmlt
'rom :he Department .r puoii ilois ilti"i"*n ol veil' ll.jry lM
dttC:"""ff'prlii. .sir:rif*.ior.arir*, wkhin SreTown of vail. A build;no permit h ;rct a
h,.Ff i- r.ri,r ^d.n1it zr.A rnrr<i he nlrtained <Fnaratelv,r'1 rmi! and must be ottrili4
\0\' -01' OO
'*9111
1.1: ,9ocr-2q-rJ@ -1 4 , lr. FROH.
TO,
FROII{:
DATE
SUBJECT
fiead and a:lcrowiedgcd bY:
Posiuon or RelauorsluP to hojea:
P. 010
tof o"-orv-DEFr.PAGE I@/ I4I D . 9" @47921 A2
A.LL CONTRiCTORS CURRENTLY REGISTERED WTIHT}IE TO\{N OF VAIL
TOWN OF VAJL PI,,,ELIC WORKS AND COMtr,'I.'NITY DE\ELOPET4E}TT
,A.I\IJARY l. 1999
CONSTRUCT]ON PARKING A},ID MATFI.IAL STORAGE
CODE s-2 t0: DEPOSITS ON PIJBLIC WAYS PROFIRTTED
A. Unlauf,:l deposia. Sublect to subsecrion C thereoi it is ullawfrl for arry person ID litter,
Eack ar dcposrl or caus; ro be littered, tracked or deposired, san4 gravcl, rocks, mud, clin,
snow, lce, or ruy olher debris or matenaj upon any srrctl sidesalk, alley or pubbc place, or
any PartioD thefeof,
B. Nott..; .{barcrneot; Tbe Drrcctor of Pgbbc Wo*s may noQry aod requirc any pe-non who
violares or c:utscs anothcr ro vroldte the provision of subseaiq!.{ hereoC or wbo lus in tbe
Dircctcr's cmploymem a Person who violrrss or causes anffher to violate thc samer top
remol.e such san4 $svel, rocks. mu4 din $tow, ice or ury other debris or material withil
3v.,en4 four (24) houn afier recupt of satd noticc by tic Director of F.rblic Works ln tlc
wenT rle pcrsoD so notified does tro! comply wrrh rle norice within the period of dmc herero
mecified, rhe Drrecror ot'Public W<nks, or othEr authoriz.ed €enr, may causc any srch sand'
glavel, raks, rnu4 diG srow, ice, debris or any otha marcrial to be rcmoved ftom any succt
or alley attle expense ofthe sotified.
c. Exceplons: The provisions of subsecaon A hgeof shall not be applicrble:
I Wrtfiin rbe rrnmediate area of any constntctiorl maintenanee or rcpair prolcct of attY
stresr or alley or of any waror rnain, scrrsf rnain, elecrtcity line, gas line' rclephonc Iine
0r aoy aPpurt@aflcc rbereto;
Z. fc, dcpoiits of salcl dln or marerials necessary for thc proteaion of tle pubiic saf4y; and
3 1. ppblc arcas &srglated for rbe dumping ot dcposiring of said matenals
D. Surnrn cru: Pcoalry: as-an atrcnt"rlvc to thc norice for removal providcd in nrbgcction B
above. a.DY
p.,r.o" *lio violates or csuses ansthcr to raolatc the sarne, fitay be Ssued a sumlnons !o
lppear bcfore rhc Mgnrcrpal Coun of thc Town for said vrolations, and upon being found
guihy- of a uolation bercunder bc pLrnishcd es Plovtded in secrion l'.l-l of rhis code'
E ftotl.., PeuJty: tr is udawrut foi aay person'to fall or rcfirse to comply wrtlt lht nodce of
the
Diresor of Pubfuc Works as prwidcd in subscctioa B hcreof, and :ny such pcrson slrall, rn
additton 1o Paymeat of rhe npcnSe sf removal incurrc-d by 111e Dlleaor of Public Works, as
provioed in'subsection B hereoi upon being fould guiky ofa violarion hereundcr, be
punishablc as provided in Scction i+-t orthit Codc (1997 Code: o'rdinancc 6 (1979)
-
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. f' \aq" ( o-r o ) -\19. aq 5)
P-a-ns*EEmr*q. €q*rrlr. I:"
Sent gy: Zgnoup;
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Dec-2f ,10:3oAM;Page 2ia
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SYHAN
FRO!'! , IcV'eC$-DEV-DEF1 '
rP l?gt ?E|zrl u
Qilesiions? ::etl '\h: Pii
4-
APPUCATIOil FOR PESIGN REVIEW
DESG{FrION OF THE NEQUEST:
-
F\ZW'-{E'-' is\+' =o't*"o'taR* tP ry:
r uut _ -
F^FE
| 5;fi ii 4?9'2138
PROVAL
nA Ces:En rer/iew nllSi
anon- see lhe sJbt"lttu!|
,i.E-un'.r all ihe requlrcd
-nd;or the Pf-narng ano
iinal aFFrEval u|tle=l'
..|<----+
LoCAilOlt oF PROPOSAT-; Lol:-- t*'L -..--jll]'
prft'stcAl ADDRESS:
(conbct bsF co' Agsc€3e15 ofrjce at 328-86m ror Pareel 'i
PABCET #:ih-l':91-lui--1->r*rsz*t=rw'r':r-- 4*
2ONING;
NAMEoForj/Ngq,5;r _._ffi
r4An-stc AocRESs'- ?s*ptrCNF.
owra(9
I.IAN4E OT APPLICA^f :-.-
t.4Aiul6 IXIDRESS:+tQr{tt
TYPE OF REVTEW ANO Ftfi
C' - - f"* *n=o16r;3n' f1o0
E eiaiuon' 350
{ !{inor Aleratian - $20
DRg f.;s are co :c peio et rhe t tTE of Eubinimt F.lLil?l applvins hr a
$E occrGte vaiudion ot "* itliFj'n*ttwn oi vait utitt acijusi fie fe- ac
REITIEI{T5
?/ "q
ffi#r"ffi*v Frcla4 rei:r,tins ?fgljYgX aeF:5v'i' AnY o'orqc
rccerye D€5i0n nene- acprcu'i1-)'io' to su6ot$n6 for n tu'lclnc gprT|ld- For tpeSnc
r4ur;e.,,errs rE,' ur" nanEi.-r'np*.1 d1.1 5 rgquef,ac fffilt-ff$:''| ffil?:
iujil;;;^; ;gniito' ;le oinjectjnal eEo-nq 1l1
Erv,ronrnental csnlrFt!€ion' Elqlbi 'qtircw Ecard aF mvat cgpi?c5 cnE Ycar
. Dt ilditlg Ferrn O i5 icsurd endcanstnrrion is glailod'
Coilsilurlion of a ilFx buiHinc'
Induies any sdCithn wfq.G.9qu
t-ia*,lu' or cnmmercial bui'ldi n'l'
induoC t,not olanse'.o itildli?:
ir, rcroonng, Painengr windo"
rtEinhg wnltr, elc'
"^ffii,"F#Tffi{$ffiifr.Fffi ER?,
h'"TJ*'trdilGi- iit6, v^'L cot ott^ro o
477'?7a(
:t
houga 's addef, $ 6nY
3li! inp?ovetfl eiE. 5u ch
lancisepqg, fe$ces antr
1ggr:t( pcese ideerttry
is tlre Prsjcct '/elueEoF'
\rgs
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PERMTT NUMBER or pnoJEcr
.+/.-/<.-/sp;16 2//5//froe NAME
I
NSPECTION REOUESTtoy.f .oF vAtL
./i I
t"r* Ld* i:,, .
il
READY FoR rNsPEcrioru'{,'
LOCATION:
CALLERul\
FRI
"\
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERD FRAMING
,- ROOF & SHEER" PLYWOoD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK
N FINAL
ELECTRICAL:
tr TEMP. POWER
--MECHANICAL:
tr HEATING
tr ROUGH D EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
FINAL
PROVED
i CORRECTIONS:
tr DISAPPROVED tr BEINSPECTION REQUIRED
INSPECTO
department of community devetoiment
PLEASE FILI oUT t,lttRE THE ,'Xu
MARKS ARE!!
TYPE OF PERMIT
EUILDING
ELECTRICAL
MECHANICAL
!nI
Dtr
D
PLUMBING
FOUNDATION
LEGAL
DESC.
B NAME:
ARCHITECT
GENERAL
CONTRACTOR
ff-'^1i3h
PLUMBING
CONTRACTOR
MECHANIC
CONTRACTOR
OTHER
CONTRACTOR
clTY PH.
rown or vel" nee. no.A / F' lf
TOWN OF VAIL REG. NO.
NOTE - COPY OF PERMIT TO
l, oere
IE FOLLOI/ING IS
Letter from
2 sets of
drawi n gs ,of urork.
outt.otNc
NEEDED FOR FILIIIG PERI4IT
Condo Assn.. (if appt icable)
complete drawings (if notwo conpl ete expl anations
TI
I l)
2)
zotr
f,
PERMIT FEES
BUILOING PERMIT
PIAN C}IECK
ETECTRICAI
PtUMEING
MECHANICAL
RECREAIION FEE
ISTRATOR
ZONING & BUILOING NOTES:
4-q
DAIE
T. TYPE OF CONSTNUCIION
e. occuprtrucy enoui
DtvtstoN
trr rrr rv@
aoeHr@n
DESCRIPTTON OF WORK I
IYI'E cRouP VALUAIION
NEW( ) ATIERATIOI,I (ApotTloNAL t I nepl,rF
ACCOMMOOATTON.UNITS
TYPE
OF
OEMO
INSULATION:
FLOOR
f,'lECllANtCAI
DESIGN NEVIEW OOARO
CL€AN,UP OEPOSII
TOTAL PEB*fiT)FEES
NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE
DATE
r0/14/86
dep€4lmnt of community development
TO BE FILLED OUT COMPLE ELY PRIOB TO ISSUANCE OF PERMIT
TYPE OF PERMIT
CONSTRUCTION PERMIT
PLUMBING
FOUNDATION
D!tr
IE
D!
BUILDING
ELECTRICAL
MECHANICAL
LEGAL
d)Esc.
LOT I BL K
FTLTNG Vai 1--Village-2.nd-
rroB NAME, B;glaE- \rlsr*
OWNER NAMEBI Uhm
MATLADDRESS 82 W Meadow Dr
crrY PH 4880
ARCHITECT FIRM
MAIL ADDRESS
CITY PH.
GENERAL
CONTRACTOR
rrnu GMA & Assoc \s:$!
TOWN OF VAIL REG. NO, 21AA
rELE. 4880
|-rct*'cer-
FIRM
TOWN OF VAIL REG. NOUUI\IKALI(-,X
PLUMBING
ln8ihlev
rowN oF var, BEc-No- 1348
UUN I KAU IUK
TELE.
MECHANICAL
CONTRACTOR
FIRM
TOWN OF VAIL REG. NO.
OTHER
CONTRACTOR
FIRM
TOWN OF VAIL REG. NO
TELE.
1. TYPE OF CONSTRUCTTON l[||| lVV
2. OCCUPANCY GROUP AB EH IR M
DIVISfON 122a34
GENERAL DESCRIPTION OF WORK :
Rpmovp pxicfino drivo :nrl r"anleea
PERMIT NO.
z
tr
BUILDING 10.000
ELECTRICAL
PLUMBING 4.000
MECHANICAL
TYPE GROUP G.R.F.A. VALUATION PERMIT FEES
V K-3 14 ,000 BUILOING PERMIT 153.00
$\\t,s\\stiQ
s
PLAN CHECK 76,s0
ELECTRICAL
NEW ALTERATION ( ) AODITIONAL I REPAIR'( )PLUMBING 40.00
OWELLING UNITS
-
MECHANICAL
HEIGHT IN FT.
-
NO. FIREPLACES RECREATION FEE
R-VALLUETHICKNESS DESIGN REVIEW BOARD
CLEAN-UP DEPOSIT 100. 00ryv*:] t ^ F USE TAX 150. 00
ROOF
TOTAL PERMIT FEES 519.50
_9cryMurrsin __W/L4/8L
,ILDING OFFICIAL DATE
_ Rick Pylman l0A4L86_ _
INING ADMINISTRATOR DATE
BLASTING J{ ,1}\N l' $ nill )NING & BUILDING NOTES:
"o"*'"n ..,o* -$ (\tl
DEMo \lr''.(V- At d
I hereby acknowledge that I have read this application, filled out in full the information required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to g
laws, and to build this structure according to the subdivision codes, design
review approved, Uniform Building Code and ot
up
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF
AND THE OWNEB.
Clean to'\q.==b\,5 \ss.
CONSTRUCTION PERMIT
PLUMBING
FOUNDATION.|ll|es[ 51
NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE
DATE 8/8/86 002 55;i
department of oommonity dorelopment
TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT
TYPE OF PERMIT
Dx!
I
mtr
BUILDING
ELECTRICAL
MECHANICAL
PERMIT NO.l. TYPE OF CONSTRUCTTON I t lV V
2. OCCUPANCY GROUP AB E H I R M
DIVISION r22a34
GENERAL DESCRIPTION OF WORK : fjE
AND INSTALLATION OF ELECTRONIC FIRE
AND SEWRIY/? ALARM SYSTEM.
GROUP G.R.F.A. VALUATION
U,O
\
Ir-a
NEW( } ALTERATION () AODITIONAL
DWELLING UNITS
-
HEIGHT IN FT.
ADDITIONAL PERMITS NEEDED:
TOTAL PERMIT FEES
ERNST GLATZLE SIII/8
ING ADMINISTRATOR
& BUILDING NOTES:
I hereby acknowledge that I have read this application, tilled out in full the information required,
complsted an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the Town's zoning and subdivision codes, design
review approved, Uniform Building Code and other ol the Town applicable thereto.
ANO THE OWNEB,
OR FOR HIMSELF
LOT I BL
rrr-rnc vAIL_VI!!n
JoBNAME: RgN ERICKSgN RESIDENCE
ctry Minn ' lvtr\ pH.
MAIL ADDRESS
TOWN OF VAIL REG. NO.
LECTRICAL
TOWN OF VAIL REG. NO.
PLUMBING
CONTRACTOR TOWN OF VAIL REG. NO.
MECHANICA
CONTRACTO TOWN OF VAIL REG. NO.
OTHER
CONTRACT
rrnnr SECURITY CONSULTANTS
175-sTOWN OF VAIL REG. NO.
L-rha p.lntary/vai I
Ldor K Shee-T-,\ - \<--\,7r)t ,-ti/\J,
ilroff{F T ?'9ur,S Rl'' ?+,qIFrrLtAsLt++t,.EI;Jfl$ff'*"fl 18"I"[Nf fi,ngcEgE?!RM,r
PTUMBING
FOUNDATION
Q eullotr,rc D
ffif'!:'"T^i",3^'. E
tlt lvv
AEEHtRfrl
122.34
I,IYPE OF CONSINUCTION
a. occuplncy cnoup t
CSNERAL DESIRIPIION OF WORI( :
F.F,A.
zo
F
f
PERMIT FEES
CTEAN-UP OEPOSTT
USE TAX
TOTAL PERMTT FEES
uo{- !r:ta_
ro-H r GeSiii Hiiiniib n-OATE
ONING A EUttOING NOTES:
compf eted an accura-te ploivv"'p'Ersrl olr accurate Dlot plan, a_nd slale ttrai'a -.nu-i.'1 ""es vur Ir ru|t Ine tntormalion required,
19.t:u]9-"9tPlv.with tlio lnrormarron and oror .,.^ .]1t111?lion.provided as required is coireci.-ii,if,:,::t,fj,J:,::li,l-ll;r;;;fi il",.ffi :T""",,'ffjftlJfaws, and to briitO f t,iJ'itrr':""',rr,'r urr(r plot plan. lo cOmply
revrew sDDrovcrt I rnira,_ ;;.qy19- acloroing to tho Town.s zonreview approveo, unirorm'aililidffi!,:;Jili.;
XXXXXXXXXXXXX
OWNER,
BUII.DtNC P€RMIT
PLAN CHECK
RECREATION FEE
DESIGN RFVIEW EOARD
, AootrroriAr-- n-ffi
tr,rsuLettoN-:THICKNESS R-VALLUE
TYPE
OF
AODITIONAL PERMITS NEEDED;
FLOOR
ExT. wALt s
ELEC.
BVAME: €ou f-*u Za;eez,,ec
LoT BL
FlLtNc Seui'
OWNER
Local Add.'ffi
ARCHITECT
GENERAL
CONTRACTOR
el?'^Tilh
PLUMEING
CONTRACTOR
MECHANICA
CONTRACT
rowru or vnll nec. to.
o
TOWNHOUSE DECLARATION
FORA RESUBDIVISION OF A PART OF LOT 1,
AMENDED MAP OF VAIL VILLAGE SECOND FILING.
TOWN OF'VAIL, EAGLE COUNTY, COLORADO
1. Meadow Vail Associates, Ltd., a Michigan LimitedPartnership, hereinafter "Declarantri' i" the owner in fee srrpreof the following described real estate, hereinafter ,'subject'Property," situate in the county of Eagre and staie of c6lorado,to wit:
Recitals
See attached Exhibit A
Declaration
two single-family
shown on the PIat) on the
' . ,. 2. Declarant has constructedresidential Units (Unit A and Unit B asSubject property.
3. Declarant wishes to provide for separate ownershipof such units, and,certain separatily ovrned. proflity, and aparty_wall separating such Townhouse Units, ihe-fooiing-underlying such party wall and the roof over such party wal1.
Declarant does hereby publish and declare that thefollowing terms, covenants, conditions, ;J*;;t;l r."tri"tions,uses, reservations, limitatLons and obligations shall be deemedto run with the rand described herein, siall ue a- ruraen and abenefit to Declarant, their successors and assigns, and anyperson acquiring or owning an interest in tne r6ii propert! whichis described herein and improvements buitt th";ai;, theirgrantees, personal representatives, heirs, "r]caa""ors andassigns.
subject ntl;..
""Tn"
Lot ALot B
such lotE_being more particularly described in Exhibit B attachedhereto and made a part hereof. -
2. Division of Real ?rojerty into Two Fee gSmpLgEstateg. The nto twoseparate estates as follows:
Townhouse Unit A consisting of Lot A, together withall improvements thereon, ill easenents indrights-of-vray appurtenant thereto and as providedherein.
TownhouEe Unit B consisting of Lot B, together withall improvenents thereon, ill easements indrights-of-way appurtenant thereto and as providedherein.
3. Description of Townhouse Unit.
Townhouse Unit shall be inseparable andor encumbered only as a Tovrnhouse Unit.
(a) Eachmay be leased, devised
(b) Title to a Townhouse Unit may be heldindividually or in any form of concurrent ownerihip ie."g"ized inColorado. In case.of any such concurrent ownershii, ".rfico-owner shall be jointly and severally liable for- performanceand observance of alr tha duties and r3"pon"ibiiities of anl':yl"r'.with respect to the Townhouse Unl_t in which he owns anlncerest. For aLl purposes herein, except for paragraph 13(c),there sha1l be deened io be only two own-ers, in! owner ofTownhouse unlt A and the or,vner 6f gownhouse unit B. The parties,
-1f .1o.9 than one, having the ownership oi ...ii-""tn rownhouse
:l+l_:l?1!_as1ee amone thenselves hos- to snaie ihe rishts andoDrlgarrons of such_ownership, but arr such parties shall bejointly and severally riabre' ioi perforrnance'ana-ouservance ofall of the duties an& obrigations-of ""
;o*neii-hlreunaer withrespect to the Townhouse unit in whlch they own an intereEt.
(c) .Any contract of sale, deed, lease, deed of_!tT:t, mortgage, will or other instrument affecting a Townhouseunit may describe it by its Townhouse unit no.r"i- (Townhouseunlt A or Townhouse unit B) and by reference-lo-tr,. plat entitledA Resubdivision of a part of Lot i,_amenaea-uip "i v"ir-viriiqE--second Firing, Town of vail, Eagle county, coiiraao (the ,'prat,,).
(d) Each Townhouse Unit shall be considered aseparate parcel of real property and shall be separately assessedand taxed.
o
4. party Wall.
(a) The common wall (as shown on the plat) placed,
-egually divided,.on the conmon boundary "ef.titi"g unit A andunit B, the footings underrying-and the portion of roof over suchwall are collectiv-ty referied-to herein-as the iparty waIr.'
(b) To the extent not inconsistent with thisDectaration, the senerar rures "r ii*-i";;;;i;;";arry warrs andliability for damage due to neglrgence or willful acts oromissions shall ap;1y to tte--piity watt.
(c) The owners of each Tor"rnhouse unit shal1 have aperpetual and reciprocar easement in and to-itrat-part of theother Townhouse Unit on which ihe party wall is located, forparty wall purposes, includ.ing mutual support, maintenance,repair and inspe:!i:". 19, t1," purpose of repairing ormaintaininq the party wall, the owners of each Townhouse Unit arelicensed t6 entei i."t" ine'"iiiJr'Townhouse unit at reasonablehours, after notice which is-reaso"abre under the circumstances.to do work necessary in the .*"i"i". "t ir,.-.ijiils provi-aeaherein, but said owner shaLl be obligataa t"-.Ep"i.r arra restore(at his sole cost ana expen""l-.t"r""s it rs an expense to beshared pursqanr to. rhe tlrtns-"r-Ini"-"sJ.!i"iir "ilr. otr,.,Townhouse unit or improvements located thereon to the extentdamaged by the exercise of ch; iigi,ts provided herein.
(d) The owners of the Townhouse Units shal_l havethe full right to use the party wafl to suppoJt-ioi"t",crossbeams, studs and othei stiucturar memL^ers ai'required forthe support of the impro""*""t"-iocated upon r,ot A and Lot B, andfor the reconsrructioi'r "r-i"*a"ii"g-Jf ;;;i; il;.;vemenrsiprovided, hovrever, that "".n "".-stritf not iniui"'tfr"improvements rocated, upon in"-"pp""ite side ;i-d" party warr andshall not impair the slructo..i""rrpport or the sound transmissioncoeffi.cient Lo whictr ;t-;;;-iriro.r.*.nts are entitled.
(e) No extension or modification of the party wallmay be made by any- orrner or person acting il;il;L to sucholrnerrs consent unless pri-r'consent theieio in-writing sharlfirst have been obtaineh i;;.-d; owner of the Townhouse unitsharing the party-yul],
"tra-fro.ria"a tnut such agreement is filedof record in the-crerk-ana nircord;;;"-.iii"J-"r*iagre county,state of colorado, and expressly referrint-i"-lni" Declaration,within a reasonable time ^.ii.i-l"rpretion of construction. rt isunderstood and aqreed, however,-t'rrat should the Town of vailallow an addition or modificatio' to be made to either Townhouseunit A or Townhouse unit a, ttt.-orner of the Townhouse unit notmaking such addition shali'rol-rrrr..sonably withhord his consentpursuant to this paragraph 4 (e) . -notwithsiunJi"g-unythingcontained herein ?: :; par"er.in 6iit ili;;;';;";*rer may modifythe exterior of his Townhouie ilnit or construct iny addition orimprovement which wourd utirize-more than that unit's Fraction
(hereinafter defined) of the available zoning density or otherzoning rights available to the Subject Property. The Fractionfor Townhouse Unit A shall be 50t and for Townhouse Unit B shallbe 50t.
(f) The owner of each Townhouse Unit shall havethe right to break through the party wall for the purpose ofrepairing or restoring sewer, water or other utilities subjeci tothe obligation to restore the party wall to its previousstructural condition and sound transmission coefficient at such
Townhouse Unit owner's sole expense.
(S) The cost of reasonable repair and maintenanceof the party wall shall be shared as follows: The owner of
Townhouse Unit A shall pay fifty percent (50t) of such costs, andthe owner of Townhouse Unit B shall pay fifty percent (50t) of
such costs, provided that the cost of repairs and maintenance ofthe finished surface of the party wall located within an
improvement shall be the sole expense of the owner of the
Townhouse Unit in which the improvement is located.
(h) If the party wall, or any other improvement bnLot A or Lot B is damaged or destroyed, such damage ordestruction shall be promptly repaired and reconstructed. Repairand reconstruction means the restoration of the party waII, orother improvements, to substantially the same condition in whichit existed prior to such damage or destruction. The cost torepair and reconstruct the party wall (except the cost of repairand restoration of any finished surfaces of the party wallLocated within a Townhouse Unit, which cost shalL be the soleexpense of the owner of said Townhouse Unit) shall be sharedaccording to the percentages set forth in paragraph 4 (S) above,except as nodified by the following paragraph 4 (i) , withoutprejudice, however, to the right of any rule of law regardingliability for negligence or willful acts or omissions.Notwithstanding anything contained above to the contrary, if thenegJ-igence or willful act or omission of any owner, his agent orinvitee, shall cause damage to, or destruction of the parly wall,such owner shall bear the entire costs of repair orreconstruction, including, without limitation, the cost of repairand restoration of all finished surfaces of the party wall so
damaged or destroyed.
(i) Notwithstanding any prorTision of thisparagraph 4 to the contrary, an oqrner who by his negligence orwillful act causes the party wall to be exposed to the-elementsshall bear the whole cost of furnishing the necessary protectionagainst such elements.
5. Land.sca Service facilities and parkinq.
(a)
such landscaping
The owners
and qeneral from time to time shall undertakeoutdoor improvements as they nay
4
mutually and unanimously deen proper for the harmonious
improvement of both Townhouse Units in a common theme and, exceptfor any expense or liability caused through the negligence orwiI1fu1 act of any owner, his family, agent or invitee, eachowner shall pay all expenses, liabilities and general upkeepresponsibilities with respect to such landscaping, snow removal.
and outdoor improvements located on his lot. The owner of one
Townhouse Unit shall not unreasonably damage the value of theother Townhouse Unit such as by shoddy upkeep outside, but both
ohrners shall make all reasonable efforts to preserve a harmonious
cornmon appearance of the Townhouse Units.
(b) Common utility or service connection, commonfacilities or other utility equipment and property now located inor on either Lot A or Lot B but used in conrmon with the other
Townhouse Unit, if any, sha1l be owned as tenants in conmon inthe same percentages as set forth in paragraph 4(S) abovei and,except for any expenses or liability caused through thenegligence or willful act of any owner. his family, agent orinvitee, which shall be borne so1ely by such owner, all expenses
and liabilities concerned with such property shall be sharedproportionately with such ownership. If a common utility or'service connection, conmon facilities or other utility equipmentis hereafter installed, such equipment sbalt (to the extentpossible) be installed underground and the olrners shall mutuallydiscuss and agree where such equipment shall be reasonablylocated. The owner of the Lot on which such property is notlocated shall have a perpetual easement in and to that part ofsuch other Lot containing such property for purposes ofmaintenance, repair and. inspection, but said owner shall beobligated to repair and restore (at his sole cost and expense,unless it is an expense to be shared pursuant to the terms ofthis agreement) the other Townhouse Unit or improvements locatedthereon to the extent damaged by the exercise of the rightsprovided herein. The owners, if necessary, shall designate oneowner to receive all utilitv bills which are used in common withboth Townhouse Units and thlt designated owner shalt beresponsible, subject to reasonable contribution from the otherowner, for the payment of such utitity. The designated ownershall notify the appropriate utility company and inform them ofthe common billing address. where separate meters for measuringcosts or expenses for such utility service are available, suchcost shall be an individual expense and not a joint expense ofthe owners. Expenses for construction and future maintenance,replacement and repair of future cornmon utility services to theproperty shall be allocated among the owners of the Units in the
manner as set forth above for replacement, repair and maintenance
expenses of existing utilities.
6. Alterations, Maintg,nance and Repairs.
(a) In addition to maintenance provided for inparagraph 5 above, the owners shall, at their joint expense,according to their percentage ownership set forth in paragraph
4(g) above, provide exterior maintenance and exterior repair uponunit A and unit B, including but not rirnited to the exteriorwalls and the roof enclosing the two units. rf the need forrepair is caused through the.negligence or willful act of anyor4tner, his family, agent or invitee, such owner shalr bear tireentire costs of such repair or reconstruction.
. (b) The selection of color, guality and styLe ofpaint' exterior decoration and, type of rnaieiiats used. in theexterior of Townhouse unLt A and Townhouse unit B shall besubject to approval of both owners. rn the event the owners areunable to agree on any such matter, a decision shalr be deemed, tohave been made to conlinue such matter so as to maintain thestatus quo, except and unless one or both owners elect to utilizethe arbitration procedure as set forth in this Declaration.
(c) The selection of contractors or labor toperform any aspect of exterior maintenance on Townhouse unit Aand Townhouse Unit B shall be subject to the approval of bothowners.or, if approval of those olrners cannot be obtained, shallbe subject to the arbitration provisions of this Decraration.
. (d) Each owner shall be solely responsible for allmaintenance and repair of the interior of hi3 unil (unit A andunit B on the Plat), incJ-uding arr fixtures and improvements andall utility lines and equipmeit located therein or irr, or, ;;-"il;his lot (Lot a or Lot B on the plat), and ";;i";-suci, unit orriy.
- (e) Utility or service connections, facilities or
"!1,:t utility eguipment aird-property located in, "" "i-"fi;--
--
either of Lot A or Lot e whiih is ulea solely to suppry a serviceor utirity to one Townhouse unit shall be owired by the owner ofthe Townhouse unit using.such utiri[y-o;-";;i;" Lnd arr expensesand liabilities for- repiir and. maLnt6nance srriii be borne sotetyby the owner of such r6wnnousJ utrtt *no "tt"ii-[""L a perpetualeasement in and to that part of such other Lot contaiirini ""rtproperty for purposes of maintenance, repair and inspeclion. ---
(f) No owner shall make or suffer any structuralor design change (including . colo, scheme cfrange), eitherpermanent.or temporary and of any type or natur5 whatsoever tothe exterior of his Townhouse unit or construct any addition orimprovement on his Townhoo""-utii, without iii"t-trtaining theprior wri-tten consent thereto from the "tt"i-"r"ei, which consentshall not be unreasonably withheld or delayed. --
(S) where the owner of either Townhouse Unit, incompriance with the other provisions of this neciaration, desiresto build, renovate. excavale, improve or otherr^rise alter thestructures or improvement rocatei on his rot, ina-wnere the ownerhas obtained the written consent thereto "r
-ir,"--"ther owner asprovided in paragraphs 4(e) or 6(f) above, tt.-"i""r of the otherTownhouse unit shalr cooperate to the ""i"tr[--n"J."""ry to enabrethat owner to obtain any requJ-red building p".*it-or similar
permit or license. Any costs or gxpenses, however, associatedwith the obtaining or i uuiiai"g "r simirar permit sharl be theexpenses of the owner desiring iaia peimri-d;-;itt not be ajoint expense of the orr,.r"-oi f,Jtn rornhouse Units.
(h) .In the event that either Townhouse Unit, orfraction thereof, is tafen-uv""*i"."t domain or in condemnation,the owner of that rownhouse t"it-Lr,"r1 receive uny "rr*" payabrewith respect to suctr tiii;;.-"i; the event that bath rownhouseunj'tsr or atr| fractions trr"i."i--.re-taken-uv--"",i"""t domain or incondemnation, the ohrners shall divroe any sums payable withrespect to such taking ir proportion to the rerative varues ofthe Townhouse units, or frictior,= thereof, so taken. None of theforegoing sharl constitut;-;;i;"r of any rights of an owner toPursue a separate claim in connection wii'n ""i""""r, eminentdomain or condemnation
7. Mechanic,s Liens, Indemnifl.cation.
("1 Except for items incurred as a common expenseas provided for herein,- if either owner shall ""o"" any materialto be furnished to his'rowntrouse-unit-or-i"v-rI[J, to beperformed therein_or- thereo;;-th. other own-er "tirr not under anycircumstances be liable i.i irr"'iayment of any expense incurredor for the value o-f any,oif.-a-""! or material furnished; all suchwork shatl be at. the eipen". "i--ir," ";;;;-;;;"iii i.t to be done,and such owner shall ue'soierv-responsibre to coitractors,laborers, materiar."tt .na-ot[it-p"."ons furnishing rabor ormaterials to his Townhouse u"ii 6t any improvements therein orthereon' Nothing herein """["i".a sharl authorize either or.irneror any person dearing__through, with or under ;i[;", ovrner, tocharge the Townhouse unit oi in. other o*r,"i *itii .r,v mechanic,slien or other lien or encumbrance whatev.ii-""a,'"n the contrary(and notice is hereuv-giveil;-il; righr i"a p"rl, to charge anylien or encumbranc" 6r-""y -i.i"i"ig.inst the other owner or theother orrnerrs Townhou". ui.il-iJr-work done or materiars furnishedto one ownerrs Townhou"" unft-i= t"i"uv-"*pil""iv denied.
(b) Except as provided for in paragraph 10 below,if because of any acr or omislion ;;-"i;;.;""il;;=any meehaniclsor other lien or-oraer foi-tr,"-i"yr."t of money sharl be fitedagainst the other ownerts rownhiuse unit or.any improvementstherein or thereon,.or against-ihe other owner (whether or notsuch lien or order rs vaiia oi .ttror.eaure aJ-"ri"irr, the ownerwhose act or omission roimJ irre-tasis for such
'ien or ordershall, at his own cost and expenia, .",r=u the same to becancelled and discharged ot rlcoia'"r [""a.J-b;-;'surery companyreasonably acceptabre to the other ordner, within 20 days afterthe date of fiIing tnereof , ana--iurttrer shari--inoemni.ry and savethe other owner hirmress rronr ana against any and arr costs,expenses, claims, ro319s or- d.amagesl inctuaiis-i!.ronableattorneyts fees resulting thereiiom.
(a) The improvement located on the Subject'Property sharr be used foi residentiar. porp"=.""Jnty as apermitted use, and conditional and ".".i"oiy-;;"; sharl be asdefined by the Town of vail zoning ordinance. No structures of atemporary character_, trailer, tenf,, shack, g"ru;", barn or otherout-building shal]- be_used on,any portion'oi-inv-or tne propeiivat any time as a residence, eithlr temporarily ir permanently.
(b). No animals, livestock or poultry of any kind9|aff_be raised, bred-or kept or, .rry of said'piop.rtv, exceptthat dogs' cats or other househord iet" *iv-u!-rlpt provided. thatthey are.not kept, bred or rnaintiinia ror-irrv-.o'iin"rcial purposesand provided furth:. !hl-t they do not unreas6nabry interfere withthe quiet enjoyment of rhe otirei-rownhouse a;it-;i irs owner.
.. ("1 No advertising signs (except one ,'For Rent,, or,For s'ale" of not more than thre6 (sf "giiie-;;.t'per Townhouseunit if altowed by the Town of viiil , uiiiu".ilJl unsishtryobjects or nuisances shall be erectea, praceJ-oi'permitted toremain on the subject property, nor sn"ir any townhouse unit beused in any r^ray ?T for- any puipose which may'endanger the healthor unreasonably disturb the owner or resideit or t6e adjoi":,"gTownhouse Unit, or create an extraord.inary irr=.,.,iurraa risk orcasualty hazard.
- (dl _A1I rubbish, trash or garbage shall beregularly removed from each Townhouse unit and shalr not beallowed to accumulate thereon. Arr such ."f"""""-are theexpenses of each individual owner, and ar" iroi-i joint expense ofthe owners.
(e) An owner shall do no act nor any work thatwill impair any easement or hereditament, -""i-A"-urry
unreasonableact or unreasonably alrow any condition i,o e"i"l ini"h wirr-adversely materially affect tfr.-otfrer t"r"t"""r-uiit.
8. Use Restrictions.
9. fnsurance.
(a) Each owner shall.keep his Townhouse Unit.including the party wall, ana iif fixtures located thereininsured asainst rois or-aamage-by ir;;-;il a"ilii.a coveraseperils (includinq vandalism ind-inalici"ui-*isJiilil for themaximum reptacement varue thereof, and eovering such other risksof a similar or dissimilar ;;i";; aa are or sharl hereaftercustomarily be covered with respect to "i*i:.ii-pioperties issuedby a responsibre r-nsurance company or companies authorized to dobusiness in the state of coloraJo'. The insurance for eachTownhouse unit sharr provide trrai tne p.ii"v-..niot ue cancerr.edor. subsrantially modiiied until after thi;ti, ii'Oi'-a"v" priorwritten notice is first given io ttre "*"ei-6f it! other Townhouseunit and said other ornei's tiist mortgagee. ii[rr". owner may,
on thirty (30) daysr written notice, but not before september r,1985' and thereafter not more often than or.u irr-"ny twerve_monthperiod, obtain a 'rritten appraisal for deterrnining tnereplacement varue of the r6inhouse units from i -orp"u.rrtdisinterested appraiser, ctraiging both owners for the coststhereof. such -cost sharr re aiviaed-;.;;;;i;s-;; rhe percenraseownership set forth in paragraph 4(S) aUove.--'
(bl Each owner shalL provide and keep in forcegeneral public liability and_property damage insurance againstclaims for bodily injur| o. alaih or _property damage occurringlt' ol .or upon tris towniro"".-unit.and the improvements thereon,in a limit of not less than One-l,iffion Dollars ($L,000,000) inrespect to bodily injury or death to any number of persons 'arisins out of one accilent oi-JisastJi-, ;;;;; Iamase toproperty, and if higher limits shalr at-any time-re iusiorary inVail, Colorado to protect against tort Liability, such higherlimits shall be cairied. ri"[-"r".r sha]-l name the other o$rneras an additional insured party under ""Jn-p"iI.V.'(c) Each owner shall deliver to the other or,ynercertificates evidencins arr tnsuiil";-;&;lr; ;;' be carriedunder this paragraph 9 upon reasonabl" ."grr.ii, each containingagreements by the insurers not to cancer or nodify the poricieswithout givins the other o*"i *itlt""-""fi.;";;-at leasr rhirry(30) fl3ys. Each ovrner sharr have the rigtrl-i"-lnspect and copyall such insurance policies of the other o!,rner and requireevidence of the payments of premiums thereon.
(d) Nothing.provided in this paragraph shallprevent the owners rrom-jointly acquiring.. ;f;;i; policy tocover any one or more of the hlzards ,eq,iiied ii-tr,i"paragraph 9. such premiurns sharl be apporti"n"d according to therelevant coverage to each Townhouse Unit.
L.:- ^--- ("1 Each owner may obtain additionar insurance atn1s ovrn expense for his own beneiit provid;J-ih;I-arr suchpolicies sharl contain waiveis-oi subrogation and. providedfurther, that the. riabiiiay-;; In" ""rtiers issuing insurancecovering the Townhouse unils rteieunaer shalr ;;t t. adverselyaffected or dirninished by i"""""-or any such additionar_ insurancecarried by any owner.
(f) fnsurance coverage_on anlr,personal propertyitems stored within ttre improv.*Jnt" located on each To$rnhouseunit shal1 be the responsiLiiiiv-or the owner-lnJieor. However,nothing herein shall Le consir"Sa to require such insurance.
10, Enforcement.
_ (a) ff an owner, atrefuse to perform or pay his sharenereunder, the other owner may, but
any time, shall neglect orof_ any obligation iequiredshall- not be obliga€ed to,
after twenty (20) days written notice to the other o\.{ner unressthe circumstances reguire it"*eai"ie-;"ii";;-*ii!
"o"t, pa'ment,or, on behatf of sueh other o*rrar. expend such sum as may benecessary to perform such oblLqationl'i""f"Ji"g-but not 1imitedto the payment gf "try i"""iinc3 prerniums required hereunder forrepair, restoration 6r ,n"i"t""J"ce, and such other owner shallhave an easement in ana to";il'part of such deiaulting owner,s*:l"l:".T.fl."or"orv n".es""ii-r"i- ;";; ;;;;iii-r""torarion or
. (b) All sums so paid- or expended by an owner, withrnrerest thereon at the ,ut. of.eighteen--i.r.Jit, (1gt) per annumfrom the date of.,:::n-i.^Jit""r.eipenditirre,-srrarr be payable by:*JH":; ff"':ti::'#"if"-'i- tir'l-;;a!il"iiiis' o","'"j'po,,- -'
(c) All sums so demanded frorn but unpaid by thedefaulting o$rner shali """"trt"ie 1 rien on the Townhouse unit ofthe defaurtino owner in ravoi oi tt" other o!{ner prior to allother liens .id erreu*lrances, ixcept, (i) liens for taxes and.special assessments; and (iij iiie rien.of any first mortgage orfirst deed of trust or recoia Jncurnrering su-h Townhouse unit.The lien sharl attach rrom-ine-Jate when the unpaid sum shal1become due and mav be r"i""i"Jd-i; iil; #;";";" a mortease oni:l] pl"pgtly. ro eviaen;;-;;; a lien, writren notice of therren shatr o" o::n3led, setting--rorth rh" ;;;;l of the unpaidindebtedness, Lhe name of rhe defaulif"s--";;Iil-.na a descriptionof the Townhouse unit to wtriJn*inu lien shall attach. suchnotice sharl be signed -rv 'Ir,I'"Jner in ,n"""-r"ror the rien sharlbe filed, and the ri"" iir"ii--uI".."orded in the office of theCl-erk and Recor..:_?l tt"-couily of Eagle. rn any foreclosure orother collection.proceedi"gs;- iile defaulting owner shall bereguired to pav t!," coit" ;;6 ;;"nses of such proceedings,inctudins reis6r,aui"-;*;;;|, Ii".".
(d] The lien provided for herein shall besubordinate to the rien-;F--d;-iirst morrgage-or-aeed of trusr,inctudins arl additi"nir-uai;;";" thereon] 'J.i; or rransfer ofeither Townhouse unit as trt"-IJJrrt g! court foreclosure of amortgage, foreclosure througt ihe public_trustee, or anyproceedins in lieu or roreci;";;;, including the transfer of adeed in tieu of rorecr"liill-Jt.ir e:tinsuish rhe tien as topa]'ments thereof .which u"come-a-ue priJi i;-;";";.le or transfer.but shalr not rer-ie"; ";t-i;i*rl=o*r,.5 9r-p.r";";i riabilitytherefor' The first mor-tga9"--ot sucn Townhouse unit whoacquires title ot-y.t of ioiecl.",rr" or the taking of a deed intieu thereor, shitl ."!, ;;;;;;;; be riabte ror Jny past dueamounts and/or obligations due-here,rnaer .na-"tuii only becomeriabre for future amounts and/oi obl'gations on it. date itbecomes the owner. of such ro*i'irlu". unit. No sale or transfershart relieve such Townn""". ii"Ii rro*-ii"uiiiii'ior any amountsand,/or obrigations therearter-ieJoming due or riom the rienthereof. rn the event of the s.i. o, transfer oi-'a townhouseunit with respect to which s.r*" "hurl be unpaid-o, " defaulting
l0
owner, except transfers in connection with a foreclosure of afirst-mortgageers rien or a deed in rieu tt"r."i, the purchaseror other transferee of an interest in such Townhouse uirit straiibe Jointly and severarry tiable with the serrer or transferorthereof for any such unpaid suns.
(e) Upon written request of any owner, mortgagee,prospective mortgagee' purchaser oi other proipective tranii6ie"of a Townhouse unit, the owner of the othei roicnhouse unit shallissue a written statement setting forth tne alnount he is owedunder this.paragraph.I0, if any. Such statement is Uinaing-"p""the executing owner in favor oi any person who may rel_y th6rebnin good faith. un'less a request for-such statement shall becomplied with within fifteen tfS) days afte. i.r"ipt thereof, aIIunpaid sums which become due -prior to ttre date of matcing suctrrequest sharl be subordinated to the rien or other inteiest ofthe person requesting such statement.
(f) Each provision of this declaration shal1 beenforceablg fy any owner by a proceeding for-a piohifitive ormandatory 5-njunction or by a suit or acf,ion to iEcover damages.-rf court proceedings are instituted in connection with the iigtt"of enforcement and remedies provided in this Declaration, theprevailing party shall be eniitled to recover iis costs anaexpenses in connection therewith, incluaing ie-sonable attorney'sfees.
-^r_j-__ . lgf Each owner hereby agrees that any and all.rcErons r-n- egui-ty or at law which are instituted to enforce anyprovision hereunder sharr be brought in and ;;it in the courts ofthe County of Eagle, State of ioioraao.
(h) Failure to enforce any provision of thisDeclaration sharl not operate as a waivei ;i ";t-;"ch provision,the right to enforee sulh provision thereafter, or of any otherprovision of this Declaration.
(i) Any exercise of any right granted hereunder byone o$tner with respect to the other oimeris T6wnhouse unit,including but not limitea to the- use of any easement grantedherein, sha1l be exercised in a manner wfriitr shall not.unreasonably hinder, impede or impose upon such other owner,s useof his Unit.
11. Easements.
. (a) Each Unit and the parcel upon which it issituated shall be subject to an easement for Lncroachmentscreated by construction, settling and overh""s;-pie"iouslyexisting-or as designed and consiructed by th6'ol.r.r"nt or as aresurt of any addition or improvement purluant to this agreemeni.A vall-d easement for such enlroachmenti and for ihe maintenanceof same, so long as they exist, shalr and does exist. rn the
11
event any improvement is partially or totally destroyed, and thenrebui).t, the owners agree that minor encroachments oi parts oi-----the adjacent rownhouse unit due to construction sharl Lepermitted and that a valid easement for said encroachment and themaintenance thereof shall exist so rong as the improvements sharlstand.
(b) Each Unit and the l_and underlying andimmediately adjacent to said unit are subject to a blanketeasement for support and blanket easement for the reasonablemaintenance of the units and other structures or l-mpro.r.."ri"presentry situated, or to be built in the future, on the Lots.
(c) There is hereby created a blanket easementuponr across' over and under the unimproved portion of each ofthe Lots for. the benefit of the Townhouse units and thestructures and i:nprovementE situated thereon, incruding the partywall, for instarlation, replacing, repairinq'.nd-rnaintiinlng allutilities (and for ingress and eiress- thereior) , including 5utnot. limited to water, sewer, gas, telephone. ".b1. tv andelectri-city. said blanket eaiement iniluaes fuiure utilityservices_ not presently available to the Townhouse units which mayreasonably be required. in the future. By virtue of thiseaEement' it shall be expressry permissiLle (subject to the priorwritten consent of the oiner o-r ln" lot subje;a-i" the easementbeing used, such consent not to be unreasonibly withheld) roi irrecompanies providing utirities to erect and maintain the ,r.c."s.iveguipment on any of the Lots and to affix and maint-i"-"i."t;i;;iand/or_telephone wires, circuits and conduits on, above, acrossand under the roofs and exterior walrs of the improvements, aL]in a manner customary for such cornpanies in the irea surrounding
_!l?. ?:bj.ct. property. Norwithsr.r,hirrg -ir," r"i.goirrg, aI1 such
::lt_tl{ .eeui9y91t, wires, circuits and conduits-will be placed onEne rJot benefitted thereby to the extent practicable, and ifplaced on the other Lot, ;ill be placed uird.erground, if possible,and to the extent practicable wili be praced i= "ro"" to the lotline as practicable. nither orr,", slait have the right torel0cate within his 10t any utirity at his sole cost and expense.
L2. Arbitration. In the event.of any dispute arisingbetween the owffi6Gning any provision "i-tti" Decraration,the same sharl be determined-by iriitrati"",-toti"i arbitrationsharl be conducted in accordanle with ite-pi"."a"r"r rures thenobtaining of the American Arbitration essoli;ai;;; and theUniform Arbitrarion Acr as set forth in C.n.s. iiiZ3l SectionL3-22-20Lr €t seq., and judgment upon the award'iendered may beentered ll any court having-jurisdiction ttrei"or.- rn" serectionof an arbitrator shalr re rtaie by the American ArbitrationAssociation, upon the.applicatioi thereto of "ny-owner. Eachparty to the arbitration- shalr ply its prorata "tir" (accordingto the percentage ownership set f6rth :_n parajriJt, n tgt above) -of
the costs thereof
T2
r3.General provisions.
(a) Notice. Each owner shalr register its mailinqaddress with the otffiner and arr notic"" or-a..""a"-i"l.;a;:i'to be.served upon o\'rners shall be sent by certified malr, postageprepaid, addressed in the name of the owier at suctr registerednailins.address. rn the artei"iti"", ;;ti;";;Ii u" derivered ifin writing, personally to orn"i".
(b) Duration. Each provision in this Decrarationwhich is subject toTrt[EFs or-rules sometimes referred to asthe rule against perpetuities-or- the rule prohibitingunreasonable restraints on arienation shari "Jriirr,re and remainin full force and effect i"i-[rr"- period of twenty-one (2r) years
_folJ.owing the death of oavid il-slripr"n, or-""[ii tti"Declaration is terminated as hereil;ia;; pi""Id.a, r{rhicheverfirst occurs- Arl other pto.ri"iors contained in this Declarationshall continue and remain- in fuir force and effect untilJanuary 1in the year 2014 A.D., and thereafter shaLl beautomatically extended for successiv" p"rioa" or-ten (iO) yearseach; unless this Declaration is arnended or revoked by recorded.instrument signed by alr oron"ts and arr rienors holding a firstmortgage or first deed of trust or recora ""-i"v--p"rtion ofTownhouse Unit A or Townhouse Unit B.
(c) Amendrnen! or &vegglien. This Declaration maybe amended or revot @'uv^ilirt"rant so longas Declarant owns both Townirouse unit A'.i.ra tor"touse uni-t B, or(ii) upon unanimous written ippio""r in recordable form of allowners and all li-enors hording-a first *origat.-or first deed oftrust of record ol ?ny portioi of Townhouse Units A and B. Thecovenants and restrictions of this Decraration sharr be amendedor revoked onlv by an instrument which rp"Jiii".iiy reters tothis Decl-arati6n and which is signea by iach or itre then existingowners and first rienors. Any afrendmeit made ..t.t ue pr"p-iiy---'recorded at the office of the crerk and Recoraer-of trr! clunti otEagle, State of Colorado.
(dI Effect of provis:lqrlg of Declaration. Eachprovision of this o
"r"-""covenant and undertaking to compry with-each fiovi.sion of thisDeclaratior, dnd any necessary Lxlmption oi rE".i""tion or grantof titre, estate, right or inteiest to effectuat" .rry provisionof this DeclaraLion: (i) shall be deemed il;;;;;r"red in eachdeed or other instrument'uy ,rri.tr "try rignt, -iili.
", interest inany portion of Townhouse u;it A or townh6use unii a is jrini;i, -
devised or conveyed, wheth.r oi not set forth or referred to insuch deed or other instrument, tiil snaf i, -t-y-.rirt,re ofacceptance of anv right, title or intere"i'i"'any-portion ofTovtnhouse unit A or Townhouse unit B by an owner, be deemedaccepted, ratified, adopted and declaria i"-i--p"ison.r covenantof such owner and, 3s-a p"i""""r-covenant, strait be binding onsuch owner and his heirsl p"t"on"r representatives, successorsand assignsi and, sharr ue^aeemea a personar covenant to, with
t3
and for the benefit of each owner of any portion of rownhouseunit A or Townhouse unit s, .nd-iii.i) iniri-le--aeemea a realcovenant by Declarant, for themselves. their heiis, successorsand assigns, and algo- an equiiiuie servitude, running, in eachcase, as a burden with and-upon the title to'each-an6'ev-.y----portion of Townhouse Unit a inA Townhouse unit s.
(e) Severability. .Invalidity or unenforceabilityof anv provision orfrrs-TEffiition in *["i"-"r-in part sharlnot affect the validity or enrorcearirity-;F-.;; otn", provisionor any valid and enforieable part of a piovisioit or tni"Declaration which sharr remaiir-in furr ioica-;;e lrrect.
(f)._ ggptiolrs. The captions and headings in thisinstrument are for conTdEnce only and shalr not be consideredin construing any provisionr-"r-trri" Declaration..
(S) gonstruction. When necessary for properconstruction, the mlEciTiiE-orany word used in thi_s Declarationshall include the feminine oi n""lur gender, "rra-tn. singurar theplural , and vice versa.
(h) Governing Law. This Declaration is made andexecutedunderanaffiLitlbegove'".a""aconstruedbythe laws of the state ot iotoriao'wtrer6 tr,e piopeity i" situated.
IN WfTNESS WHEREOF, the undersigned beinghas hereunder set their fra"a"-i"J seals this1&z , 1984.
the Declarant
,/2/: day of
ttDeclaraDttt
pEs, LTD.,artnership
Partner
srArE o, fueal_ss.
.The foregging instrument was acknowledged before me
Eii;:G,*!,"Iffi".,,4J"::iir.!iliiii::':5il}:l].="Limited partnership, for and on behalf ot'sa:-a paitnership.
COUNTY
Witness my hand and seal.
My corunission expires:
Q -u -ti Ewe
q>q N.'u6emt Sr
fErtrt !ilt['brsEfffm.IlSsfrE-iltr..+G
15
EXHIBIT A
(Attached.hereto and made a part of TownhouseDeclaration for A Resubdiviiion oi .-purtof Lot I, Amended Map of vaif viiiaqesecond-Fitins, rown "r-v"ii,
-nigii-EJ""tv,
Colorado)
I,ol 1, Amended Map of Vail Village Second Filing, Town of Vail,colorado, according to the .ip-[fi...of recorded-una", ReceptionNo. 97199 in the. oifice of ah: iagfe County, Colorado Clerk andRecorder, ress rhar porrion-ae.ciiuea-i"--i6irJiJi'
A one-foot strip along the rear or Southerly portion of Lot l,vail villaqe selona ririiig,-iJi.-p"rticularty described asfollows: Beqinning at the Southeasterly corner of said Lot 1;thence North6rtv aions rt" i;;a;Jry tin" of said Lot t. adistance of r f6ot; thence r'rJittterry and westerly l foot distantfrom and paratlet witrr trre ;;;;i;;;ii, ii;.";;;"ii "ot 1, to apoi.nt on the westerly rine oi-s"ia i"t t, ahe;;; sourherty alongthe.westerry rine of-saia r.,;l i;-. distance of l foor to thesouthwesterlv corner of said r,oi 1; thence-soutfr".fy and Easterlyalons the southerly tine-;i-";i; Lot I, ro the point ofbeginning.
( "Subject property,')
16
t I
EXIIIBIT B
(Attached hereto and made a part of TownhouseDeclaration for A Resubdivision of part ofLot I, Amended Map of Vail Village SecondFiling, Town of VaiI, Eagle County, Colorado)
Lot A:
Lot A, according to the PIat entitled a Resubdivisionof a Part of Lot 1, Amended Map of Vail- Village SecondFiling, Town of VaiL, Eagle County, Colorado.
Lot B:
Lot B, according to the Plat entitled a Resubdivisronof a Part of Lot 1, Amended Map of Vail Village SecondFiling, Town of Vail , Eagle County, Colorado.
o
T7
JOB S
a
UR VEY
P"., Ze ,e-t soPHGffi
$ilm il$ilrm ffirmrffiil
I z tr. rl,Le."J"-
COMPANY
ADDRESS
CONTACT
l SQUARE-FT.PHONE
SPECIAL INSTALLATION INSTRUCTIONS:
l6ii6lgy6s11s,qo DooR
DRAWING CODES:
PRE AMP
liiiil larcRowrve
lElorcrrar pure
@lcoNrnol ennel
lT;l DooR coNrAcr
@ oouale ooon
CONTACT
INFRARED
HOLD UP
SAFE CONTACT
FLOOR MAT
SHUNT SwlTCH
RATE of RISE
SMOKE DETECTOR
tt
HU
!c
FI
!w
nt
ao
Hffi
ffi[uil 0t$mm ilrilffirilil
JOB
o
SU RVEY
COMPANY
ADDRESS
CONTACT
PHONE 1 SQUARE
-
FT.
DATE OF DRAWING
SPECIAL INSTALLATION INSTRUGTIONS:DRAWING CODES:
@ ene nue
liilurcRownve
f6i-l91611s1 paot=
[-cE corurnol paruel
fi[;loooR coNrAcr
F;;lDouBLE DooR
CONTACT
@lovenneaD DooR
INFRARED
HOLD UP
SAFE CONTACT
FLOOF MAT
SHUNT SWITCH
BATE of RISE
SMOKE DETECTOR
ri
XU
6C
FI
ET
ii
ao
ry,,"'"*ffi
5GI
lEilll| 3llilmm mnffi|lrlr
JOB S
o
UR VEY
erKop Z Q,rerto^)COMPANY
ADDRESS
CONTACT
I r aJ. nl€Aoo,J D..
PHONE 1 SOUARE
-
FT.
*"a, @
_l
DATE OF DHAWING
SPECIAL INSTALLATION INSTRUCTIONS:
J6ffilovEnxalo DooR
DRAWING CODES:
@ ene nue
@lurcnowrve
lGFlorcrtll pllte
l-cTl coNrRol pRruet
[F;l DooR coNTAcr
MDoUBLE DooR
CONTACT
INFRARED
HOLD UP
SAFE CONTACT
FLOOB MAT
SHUNT SWITCH
FATE o' RISE
SMOKE DETECTOR
li
HU
tc
FI
tt
tt
.D
INSPECTION REbUEST
TOWN OF VAIL '
PERMIT NUMBER OF PROJECT
DATE
INSPECTION:
NAME
MON
CALLER
READY FOR
LOCATION:
TUES WED THUB AM PM
r j.l ,...'. l
BUILDING:
tr FOOTINGS / STEEL
tr FOUNDATION / STEEL
r.r ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL
tr FINAL
MECHANICAL:
E
tr
g
tr
TEMP. POWER O HEATING
tr SUPPLY AIR
tr FINAL
IEAPPRoVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
<\
DATE INSPECTOR
@
1 f i'l t
NSP ECTION
TOWN OF
//.
+)
REOUEST.
VAIL
PERMIT NUMBER OF PROJECT
DATE NAME
MON
CALLER
-----@ PM
./--\TUES (WED I THUR
'1 , \--l '1
i'1 1-.-t ;7,t L)t r
/ /2./'Ys- ,o,
READY FOR
LOCATION:
INSPECTION:
<''z 'la+'
FR
|'
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
B FOUNDATION / STEEL
tr
tr
B
u
tr
tr
It
UNDERGROUND
FOUGH / D.W.V.
ROUGH / WATERtr FRAMING
n ROOF & SHEER- PLYWOOD NAILING GAS PIPING
tr INSULATION
tr SHEETROCK
POOL / H. TUB
f, rrrunl tr FINAL
ELECTRIGAL:
tr TEMP. POWER
IIECHANICAL:
O HEATING
O ROUGH tr EXHAUST HOODS
tr CONDUIT
n
tr SUPPLY AIR
n
o rW{t tr FINAL
,/1
ED tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
/
,t^Derg ,/ - 1 2 'i .-:" tNSPEcroR
d
CONSTRUCTION
trE}
, lilt
'department of community danelopment
TO BE FITLED OUT COMPLETELY PFIOR TO ISSUANCE OF PERMIT
TYPE OF PERMIT
trn
BU|LD|NG lll PLILNTETNG
i'"'."'l^l''31. E'"rrou{ T \ \
LEGAL
DESC,
LOT BL K
rtrNc 82 West Meadow Dr.
JOBNAME:Bluhm remodel
OWNER NAME b. blUnm
MAIL ADDRESS 82 l'1. Meadow Dr.ffi
ARCHITECT FIRM Hobbs/Black
MATLADDREsS 1050 Logan
crw Denver, Co. pH83o-8252
GENERAL
CONTRACTOR
,,*u Better Home Builders
TowN oFVATL REG. No. 2o9B
rFl F 476-4712
) rlecrntcnl
CONTRACTOR
FIRM l.lhi te River
rowN oFvArL REG. No. 145E
rFl F 949-0220
PLUMBING
CONTRACTOR
FIRM A1 pi ne Mechanica'l
rowN oF vArL REG. No. l42P
rELE 949-5730
MECHANICAL
CONTRACTOR
FIRM
TOWN OF VAIL REG. NO
OTHER
CONTRACTOR
FIRM
TOWN OF V4'lL 8EG- NO-
TELE.
th. prlnlsry /va il
N(
DA
PERMIT
)TE_(
te /J
PYC F M BE KEPT ON J
PERMTT No 001971
T.TYPEOFCONSTRUCTTON I rr rrr rvpl
2. occuPANcY GRouP ae e x rhJfi
DtvtstoN
GENERAT DESCRIPTION OF WORK :frnnf onfrv rel nra fc
, r.r$
sKr c toseE ln
har sink
zo
F
J
BUILOING ,200
ELECTRICAL 200
PLUMBING 200
add cedar stairs to rear deck to MECHANICAL
match existing deck railing {,1 6nn no
TYPE GROUP G.R.F.A. VALUATION PERMIT FEES
V R-3 $l,600.00 BUILDING PERMIT 26 .50 \
\
{'\- /or) '\lt
.S(n
Dq
't+- \ u\sY:ua
PLAN CHECK 13 .25
ELECTRICAL 25.00
NEW ALTERATION ( X) ADDITIONAL REPAIR()PLUMBING r0-00
DWELLING UNITS
-
ACCOMMODATION UNITS
-
HEIGHT IN FT.
-
NO. FIREPLACES
MECHANICAL
RECREATION FEE
INSULATION: TYPE THICKNESS R-VALLUE DESIGN REVIEW BOARD
CLEAN-UP DEPOSIT
EXI. WALLS USE TAX
ROOF
TYPE ELEC.
OF
SOLARHEAT
GAS
wooD
TOTAL PERMIT FEES 74.75
'/ >/gJ-
ADDITIONAL PERMITS NEEDED:
Y N INITIAL
sr. cur | | |
rLoNe orhCnt_ -- DAfE-- -
Thomas A. Braun 12/28/84
{ING ADMINISTRATOR DATE
BLASTING N;NG & BU;LD1NG NOTES: apprOVeO aS pef,^"*" I l
AND THE OWNER.
CONTRACTOR FOR HIMSELF
I hereby acknowledge that I have read this application, tilled out in full the information required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the Town'subdivision codes, design
Town applicable thereto.
o o OBSITE
Ehlert/Br5ran,Inc.
Consulting Engineers
December 19, L984
Mr. Jim Brown
Hobbs & Black Associates, Inc.Architects ,/ Planners
1050A Logan Street
Denver, Colorado 80203
Attn: Mr. Jim Brown
Re: 82 West Meadow Drive Condominiums
E/B #202108
Gentlemen:
At your request, we have reviewed the size of the lintelas constructed over door 101 of the eastern unit for the
above referenced project. As designed and as shown on
Sheet S-5, the linte1 was to have been two 2 X L2, spanningapproximately 6'-4". As constructed, three 2 X L2 wereutilized, and the 2 X 12 were cut to a total depth ofBk". As the roof framing is supported in a similar manner,the 1inte1 supports only the second f1oor. Utilizingthe anticipated loadlngs, we f ind that the cut do\^/n2 X 12 's are adequate to carry the loadings.
If you have any questions, please do not hesitate to
conEac! me.
Yours tru1y,
EhlerL/Bryan, Inc.
Wayne
WCB: dmg
2154Owest Eleven Mile Rd.
Suite 2OO
Southfield, Michiga,n 480?6
€13) 356-2910 o
' George R. Ehlert P.E.Wayne C.Bryan P.E.
L,tJorK Shee-l-
dopartment of community development
GENERAL D^ESCRIPIIO N,OF WORK I
T.TYPEOFCONSTRUCTION,U'',Uf,I
'.OCCUPANCYGROUP O",IdU
ERoue---e.Rf.A. vAr.uAloN
PERMIT FEESTEGAL
DESC.
JO8 NAME:s1 /rueil>rv lr G+
OWNER
Local Add.
LOT BLK_.. ___
FlLlNG "; r - A BUIIOINC PERMIT
PIAN CHECK
ELECTRICAL
s-------ngo:as OWELLING UNITS
-
ACCOMMODATON UNITS
HEIGHTINFT.
-
NO. FIREPLACES
lruSUtnttOtl:THICKNESS R-VALLUE
TYPE
OF
AODITIONAL PERMITS NEEOED;
INITIAL
FLOOR
ELEC.
BTASTINO
PAFKING
ARCHITECT
GENERAL
CONTRACTOR
rnu Et //e /aln<. d \a,or+es
TOTAL PERMIT FEES
TOWN OF VAIL REG. NO
PLUMBING
CONTRACTOR TOWN OF VAIL REG. NO.
rtrfr-r--I hereby acknowredse ,n"l l,l:u: jg.d rhis. apprication, Jilred. out fn ,uil the Inrormation requrred,completed an accurate elolP-11n, and slate it'.illi tiiinrorrnation providedas ,equired is correct. ,asr€e lo compty wirh rhe inigrmation;;d ;i;t.i;;:,i:..::lq,t wilh au.Town ordinances anc, srar€Ey;,'lirl3,H:'1,:?i:;l'Eill;ff.ffiXTil?,,ffi'j;rv;"'^.n
"na_ ".,ooiiiJ,on.codes. desisngyceyt tt2g T own appticable rhereto.,
XXXXXXXXXXXXXTOWN OF VAIL FEG. NO.
i'-"fff*Tl+l,r'$Sp#FF"fl tE^t"tff ft,ft $cfi REff
,u,,
BUILDING
ELECTRICAL
MECHANICAL
$ rlutaerHc
L-J FOUNDATION
LJ
aAI
D'
x
X
X
X
X
X
/
Yoder E,Qineering Consulttts, Inc.
Mechan ica I z Electrical
Benchmark Plaza - Suite 307
P.O. Box 5740
Avon, Colorado 81620
NOVEMBER 19, 1994
AL SIBLEY
SIELEY PLUI4BING &. HERTING
L^f r
VV. /(
[,/.- 7- )'fu-*Ju '"' P'
EASED ON THE II,{FDRMRTIDN THAT YOU GAVE ME" THE SITUATIBI.,I CDNSISTSOF THREE GRS.FIRED APPLIANCESI 1:I A 55,OOq INPUT I^JITH A 4.. REIJNDFLUE' I) fI !25,SOO ETUH INPUT NITH R 7" FOUND FLUE, AI.JD 3) A
L5A,@@@ BTU INPUT I^JITH A E.. ROUND FLUE.
THE SYSTEM THAT YOU HAVE IhJSTALLED IS FASED ON THE FREI'IISE THAT
THE 4" ROUhID FLUE f,ND E" ROUND FLUE UNITS EAN FIRE BY GFAVITY
THR0UE!{ A 10" R0ul'JD VENT To e ExlE" cLey rILE vERTIf,fiL Di{Ir',tNEy
hJITHOUT NEED FOR INDUCED DRAFT ASSISTANCE. I^IHEN THE :.J5 I'48I"{ UNITFIRES' A DRAFT INDUCER CAPABLE OF THE TBTAL INPUT LAEEL LotrIDINGOF ALL THREE APPLIRNCES OPERATES.
THE FASIC CT]NtrEPT YOU HAVE DESCRIBED I9 NOT IN BBVIOUS CDNFLItrT
I^IITH THE I'IECHRNItrAL I]R PLUI'IBING CODES. THE 4" END E.. ROUND FLUESWILL CT]MBINE TT] A TATAL OF 38.5 SBUARE INEHES, I,JHICH IS LESS THAN
THE 5A SOUARE INCHES OF THE VERTICAL CHII"INEY. IT tS POSSIBLE TI]
FTRE HORE THRN T]NE APPLIRNEE THRT]UEH AN INDUCED DRAFT SYsTEH. ITIS ALSO POSSIBLE TO FIRE APPLIANCES THROUGH A SYSTEI'{ WHERE THE
DRAFT INDUCER DOES NOT RESTRItrT THE GRAVITY FLOI^|, AS IN THISCASE, NHEN THE INDUCER I5 NOT BPERATING.
I THEREFORE NOULD HAVE FI SATISFECTtrRY REVIEI,J OF THE DESCRIBED
INSTALLATION I^'ITH THE FOLLOI4IN6 PROVISIONS:
1. THE DRAFT INDUCER NUST HAVE A RATED CAPACITY THAT IS
AT LEf,ST 43A,@A@ ETUH.
2. THE DRAFT INDUEER HUST HAVE A DRAFT PRBVER SI.IITEH
INTERLOCKED I^JITH THE 225 MEH APPLIANCE SO THAT DRAFT IS PRT]VEN
BEFT]RE THE GAS VALVE I9 PERHITTED TT} OPEN.
3. THE VERTICAL CHIHNEY HUST SERVE ND APPLIANCES OTHER
THAN Asi NOTED ABOVENT]R ANY SOLID FUEL DEVICES.
4. THE PRESSURE SIDE OF THE DRAFT INDUCER VENT SYSTEI',!
MUST BE AIRTI6HT.
AS YOU KNOI^J, HY PERSONAL PREFERENCE IS FOR EACH APPLIANCE TO BE
INSTALLED I^JITH ITS OI.JN SEPARATE DRAFT INDUCER SYSTEI"I IF INDUCERS
I.-u /
3oi-949-1191
1-800-332-3259
(Colorado Only)
14 1 t',tA IN
RE: El €Effi*$A$=nsffI
PROJECT N0. e40111
D
ARE NECESSRRV. BUT THIS CEFTAINLY IS NOT A CODE RESUIREf'IENT, ANDAS STATED ABOVE, WITH THE ABOVE AUALIFICATIONS, YOU SHOULD
EXPERIENCE NB EXCESSIVE trARFON !4ONOXIDE LEVELS I^'ITHIN THE
OCCUPIED SPACE.
TF YOU HAVE ANY GUESTIONS, PLERSE DO NOT HESITATE TO CONTACT I'tE.
SINCERELY,
.:!-,&H&., -,t/-t^-bRvro l. YoDER
DLV/DEC
L,t'
I
tt. 2' I
V,
otllcc ot oonmunlty devclopmcnt
lnun
75 goulh frontrge road
vail, colorado 81682
(303) 476-7000
0ctober'12, 1984
Jim Morgan
Morgan Construction
P0 Box 22.|0
Vail, Co]orado 81658
Re: 82 }Jest Meadow Drive
Dear rJim,
Pursuant to our phone conversation of October
a firm date as to when the re-vegetation will'lot. For both the Town's and your benefit, it
be done prior to the time snow beg'ins to f1y.
be very soon. Consequently, I wou'ld like you
in place by 0ctober 'l7th.
I appreciate your cooperation in this matter.call me with any questions you may have.
Si ncerelV,
/ \$$N
Thomas A. Braun
Town Planner
TAB: bpr
'll, I would ]ike to set
be done to the adjacentjs important that this
t.le both know this couldto have the re-seeding
Please feel free to
it,,ll::"':':l.{l:t ' , 'l
U,vrttfirutP ilf (fr rrupunru
$sfftt (Df Huit
ffiailbing HepurlmPnt
N,rrrt Eighty Two l'lest,Meadow- -=-East'Side'Duplex---
lTsr'(.lussilie:ttirrrr .. R:3 : ]!!:].-- -.----Cr,,u1r ---.. ---- R:3
llrrilrlirrg l'erttrit Nrt.
()rlucr of lhrildirrg
Itrr iLling A tltlrcss
--Meadow Vail---- -
B2 ltest Meadow Dqjve, _Vail,_Co'lora{g'-8!6$J
'llrr: hrrilLling.fficirrl nr.rr'. in rvriting. 'rr'lcn'1 or rctolc I (irri'
fr.rrc r,( ()t.,rp.rrrer i,'rr.rl rrntlcrth,pr"ririrrrrsofthirtrxlcslrr:rt'
trr:r tLc ccrrilic;rrc is i',srrctl irr (rror. (Jr irn tlre h:t"ir of incorrtcl
irrft'rrrrrti,,n.rrpplic.l.r,ts'htnit irtlcrcrt'rin".l that thchrriLling.r
\trrrcturc ()r prrrrion rhrrurl ir in rirtl;rttott of rnl ortlinirntc or
rtEulnti.,n ,,f thr l,'rt'n of \/lil rrr irnr' ,,i the prrlirit'n" of thir
POST IN A CONSPICUOUS PLACE
75 south trontiagtG road
Yall, colorado 81657
(3o:tl {75-7000
PROJECT: RESUBD]VISION
VAIL VITLAGE
depanment ol publlc
OF A PART OF LOT 1
SECOND FILING
workrlhanrporiallon
il,F
'hW
Department of Public Works/Transportation
f '-
'', 'u
(bate)
The
has
Department of Publ.ic Works/Transportation
reviewed and approved the above project.
Stan Berryman
Director
,"#".oN
TOWN OF
REOUEST
VAIL
DATE
READY FOR
LOCATION:
INSPECTION:MON
CALLER
TUES AM PM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
T] ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK
u
tr
u
tr
POOL / H. TUB
NAIL
tr
s'FrNnL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
u
tr FINAL
.APPROVED
CORRECTIONS:
D DISAPPROVED tr REINSPECTION REOUIRED
/44DATE rffi -ti,.'- - ';: '.'-
'NS'ECTOR
,"#"roN REeuEsr
TOWN OF VAIL
CALLER
TUES AMREADY FOR
LOCATION:
INSPECTION:MON
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH /WATER
tr FOUNDATION / STEEL
tr FRAMING
r-r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK
tr POOL/ H. TUB
NAIL tr
o
tr
tr
d FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANIGAL:
D HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT O SUPPLY AIR
tr tr
trtr FINAL FINAL
tr APPROVED
CORRECTIONS:
rq'DtSAPPROVED E REINSPECTION REQUIRED
DATE INSPECTOR
t !-.l,.- " I]i: INSTECTION REQUEST
DATE JOB NAME
CALLER
READY FOR INSPECTION: MON TUES WED THUR FRt AM - PM
LOCATION:
BUILDING:PLUMBING:
tr FOOTINGS/STEEL tr UNOERGROUND
-
tr FOUNDATION / STEEL tr ROUGH / D,W.V.
tr FRAMING tr ROUGH / WATER
- ROOF & SHEERtr piv-woborveilrNc
-
n GAS PIPING
tr INSULATION
-
tr POOL / H, TUB
tr SHEETROCK NAIL I]
n r-l
tr FINAL tr FINAL
ELECTRICAL: iIECHANICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
-
f'l r-r
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr BEINSPECTION REQUIRED
DATE INSPECTOR
DATE
INSPECTION:
JOB NAME
MON
CALLER
TUESREADY FOR
LOCATION:
WED THUR FRI AM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING3
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr
tr
tr
tr
tr
ROUGH / WATER
n ROOF & SHEER- PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWEB
MEGHANICAL:
E] HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
q it ,-r .., '' ' .. ,' I ,, O
T] FINAL tr FINAL
p APPROVED ,
CORRECTIONS:
r] DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
;l rNS'AtoNTOWN OF
REOUEST
VAIL
.'t
DATE
INSPECTION:
JOB NAME
. MON
CALLER
TUES THUR FRIREADY FOR
LOCATION:
PMAMWED
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
,-'' ROOF & SHEER
" PLYWooD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK
tr
tr
tr
tr
POOL / H. TUB
NAIL
tr
tr FINAL FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH O EXHAUST HOODS
tr
tr
tr
CONDUIT tr
tr
tr
SUPPLY AIR
FINAL FINAL
tr APPROVED
CORRECTIONS:
E DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
rr.i.d;\,#
'N#noil'*[oriir'TOWN OF VAIL
I , r 'i-"
t.
DATE
READY FOR INSPECTION:
LOCATION:
JOB NAME
":*
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr
tr
tr
POOL / H. TUB
tr SHEETROCK NAIL
tr
tr FINAL tr FINAL
ELEGTRICAL:MECHANIGAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr'ii,, rrir \ i r,..,g..'tr
T] FINAL tr FINAL
E APPROVED
CORBECTIONS:
tr DISAPPROVED tr BEINSPECTION REQUIRED
DATE INSPECTOR
' 'i1 "". f1.i rrrt':
,*rill"toN REouEsr
TOWN OF VAIL
DATE
t! i' i '.J
JOB NAME
MON
'-:>4:-,TUES ,WED. THUR FRI\. .-
..",AM PMREADY FOR
LOCATION:
INSPECTION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
,-1 ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
q INSULATION
,F SHEETROCK
tr POOL/ H, TUB
NAIL tr
tr u
trtr FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT T] SUPPLY AIR
tr
tr EINAL
tr
B FINAL
,.EF.APPRoVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
a
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES THUR FRI
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
O UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr
tr
tr
tr
tr
tr
ROUGH / WATER
n ROOF & SHEER
"-PLYWOOD NAILING GAS PIPING
,l--
E INSULATION POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL FINAL
ELEGTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
truEl FINAL
.;6 APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
CTION REQUEST
TOWN OF
':' --,i.
VAIL'..'.
DATE JOB NAME
!
READY FOR
LOCATION:
INSPECTION:
CALLER
MON TUES
BUILDING:
tr FOOTINGS / STEEL
PLUilBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
O ROUGH/WATER
tr FOUNDATION / STEEL; r "f,'
FRAMING ii': ' 'i,' .'\ i'' -
; ROOF & SHEER- PLYWOOD NAILING T] GAS PIPING
tr INSULATION tr
tr
tr
POOL / H. TUB
tr SHEETROCK NAIL
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
[IEGHANIGAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
trFl T] FINAL
,.tfiienoveo
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
DATE INSPECTOR ,:
rNsetoN
TOWN OF
Ii
REQUEST
DATE
VAIL
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLEB
TUES WED
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGBOUND
tr ROUGH / D.W.V.tr FOUNDATION i STEEL
tr FRAMING tr ROUGH / WATER
rr ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL tr
E]
T] FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
C] ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
E FINAL tr FINAL
q APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
DATE INSPECTOR
t rNstctoN REou;;;
TOWN
'i
OF VAIL
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLEB
TUES
'
': ',1 lr' ,t ,
WED {THUR ) FRI AM PM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D,W.V.
tr ROUGH / WATERtr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr
tr
tr
n
GAS PIPING
q INSULATION POOL / H. TUB
tr SHEETROCK NAIL
tr
tr FINAL tr FINAL
ELEGTRIGAL:MECHANIGAL:
tr
tr
tr
tr
TEMP. POWER t] HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
u
tr FrflAL tr FINAL
VED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
DATE INSPECTOR
lh. li.lry/van
*
\
otre 3 --: '.ii- 'i ^rlJoB NAME
READY FOR
LOCATION:
;d'AFFnoveo
CORRECTIONS:
INSPEGTION:
CALLER
MON TUES WED
'r'' ir',.2:lb
tr DISAPPROVED
THU
tr REINSPECTION REOUIRED
BUILDIilG:
tr FOOTINGS / STEEL
PLUiIBING:
tr UNDERGROUND
tr FOUNDATION / STEEL tr ROUGH / D.W.V.
tr FRAMING tr ROUGH / WATER
- ROOF & SHEER
tr FRAMING tr ROUGH / WATER -
n ROOF & SHEER- ptyWOOD NA'LING tr GAS PIPING
-tr INSULATION
-
tr POOL / H. TUB
-E SHEETROCK NAfL . ' ."'"- .. .' tr _
'.;.. .. '." .n11
I] FINAL tr FINAL
ELECTRICAL: MECHANICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
-E .,' tr_
tr,F.$lAL tr FTNAL,''
n 'rvvr tr cAS PtPtNG- PLYWOOD NAILING
DATE INSPECTOR
rN, toN
TOWN OF
REQUEST
VAIL.
DATE JOB NAME
MON
CALLEB
TUES THUR FRIREADY FOR
LOCATION:
INSPECTION:
4: ., ,
PMAMWED
AUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
T] ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
tr
EI
tr
tr
ROOF & SHEER tr GAS PIPINGPLYWOOD NAILING -
tr POOL/ H. TUB
SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELECTRICAL:MECHANICAL:
tr
tr
tr
tr
TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr
E
SUPPLY AIR
tr FINAL tr FINAL
,6 ApPRovED
CORRECTIONS:
tr DISAPPROVED tr BEINSPECTION REQUIRED
DATE INSPECTOR
rrvsilrc;r*o$, $fauEsr
DATE JOB NAME
,-i
INSPECTION:
CALLER
MON TUES THUR FRI PMAMWEDREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION i STEEL
tr FRAMTNG tr ROUGH / WATER
n ROOF & SHEER- PLYWOOD NAILING E GAS PfPfNG ,,. ':l ' '
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL tr
trtr
tr FINAL tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr u
tr FINAL tr FINAL
VED
CORREGTIONS:
tr DISAPPROVED O REINSPECTION REOUIRED
. i. - -':
DATE INSPECTOR
75 south tronlage road
vall, colorado 81657
(303) 476-7000
March .|5, ]984
offlce of communl(y dcyelopmcnt
Amos Joanis
Morgan Construction
Box 22.l0Vail, Co]orado 81658
Re: 82 West Meadow Drive
Dear Amos:
This 'letter is to confirm our conversation of March 'r4, r9g4. The6'6" height restriction tor ilre-ioiiili;g rooms has been waived:
#223
#il6 AlTi
#139
#138W
4r to5 q-* h. Kfir ,
Please do not hesitate]6-calr me with any questions you may have.
Sincerely,
THOMAS A BRAUN
Town Planner
TAB: bpr
\
lNs REQUEST
VAIL"
CTION
TOWN OF
.1.,,"
DATE
INSPECTION:
JOB NAME
MON
CALLER
TUESREADY FOR
LOCATION:
AM PM
BUILDING:
FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
tr GAS PIPING
r] POOL / H. TUB
tr
rl
tr FINAL
MECHANICAL:
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
-,
n
tr FINAL
tr
tr
tr
tr
tr
tr
tr
FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING
INSULATION
SHEETROCK NAIL
tr FINAL
ELECTRIGAL:
tr TEMP. POWER
ROUGH
tr
tr
tr
CONDUIT
FINAL
tr APPROVED
CORREGTIONS:
r] DISAPPROVED tr REINSPECTION REQUIFED
DATE INSPECTOR
DATE
,"ril"toN REeuEsr
TOWN OF VAIL"
i
JOB NAME
MON
CALLEB
TUESREADY FOR
LOCATION:
CI APPROVED
CORRECTIONS:
INSPECTION:WED PMAM
BUILDING: PLUMBING:
tr FOOTINGS / STEEL tr UNDERGROUND
r] FOUNDATION / STEEL tr ROUGH / D.W.V. _
tr FBAMING tr ROUGH / WATER _
n l9-o..f^&^slFFl...^ tr cAS prprNc
-
" PLYWOOD NAILING
tr INSULATION
-
tr POOL / H. TUB
-tr SHEETROCK NAIL B
-
8. tr-
tr FINAL tr FINAL
ELECTRICAL: MECHANICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
-tr tr--
tr FINAL tr FINAL
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
DATE
j f t*/.i'r'
TNSPECTToN: *o* (ff^
JOB NAME
.:!,: , ri'i.tii].r 1r:
J {..'l, Jf\r
Bz L0,
TION
TOWN OF
€--..{-._
<-',/ /d, tt r-'
REQUEST
VAIL T
READY FOR
LOCATION:
WEDrL THUR
{-*t
FRI
-.L..f -,;:,
BUILDING:
tr FOOTINGS / STEEL
tr FOUNDATION / STEEL
tr
D
u
tr
tr
tr
FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION
SHEETROCK
tr POOL/ H. TUB
ELECTRICAL:
tr TEMP. POWER tr HEATING
t] ROUGH tr EXHAUST HOODS
tr CONDUIT {.urrr" o,*
PPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
6aan --]a fr
INSPECTOR
DATE
A lur /r /ro, *or-f A h),,, ,
,., , INSPECTION REQUEST
TOWN OF VAIL *
a t<,/
READY FOR
LOCATION:
INSPECTION:MON
BUILDING:
O rOOrtruCS / STEEL
PLUMBING:
tr FOUNDATION / STEE_
O, UNDERGROUNDv
IBouenlDWV
trRouGH / wArER
EI GAS PIPING
-
O FRAMING
- ROOF & SHEERu pLYwooD NATLTNG
tr INSULATION
tr SHEETROCK
tr
tr
o
II
POOL / H. TUB
NAIL
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
D ROUGH tr EXHAUST HOODS
B CONDUIT
n
tr SUPPLY AIR
TI
tr FJIfAL O FINAL
VED tr DISAPPROVED D REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
ll.*ril"'oN
TOWN OF
, .'
'' 't, :
REQUEST
VAIL{
t
JOB NAME
MON
CALLER
TUES
\
READY FOR
LOCATION:
INSPECTION:WED THUR FRI PMAM
BUILDING:
tr FOOTINGS / STEEL
T] FOUNDATION / STEEL
tr FRAMING
I-r ROOF & SHEER" PLYWOOD NAILING
tr INSULATION
-
PLUMBING:
tr UNDERGROUND
-
tr ROUGH / D.W.V.
T1 ROUGH / WATER
tr GAS PIPING
tr POOL/ H. TUB
tr SHEETROCK NAIL tr
trtr
tr FINAL tr FINAL
ELECTRICAL: MEGHANICAL:
tr TEMP. POWER B HEATING
tr'ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
-
r-lrr
tr FINAL tr FINAL
B APPROVED
GOBRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRET'
DATE INSPECTOR
,*rt"toN REeuEsr
TOWN OF VAIL'
DATE
READY FOR
LOCATION:
INSPECTION:
-
JOB NAME
MON
CALLER
TUES ,WED FRITHUR AM PM
BUILDING:PLUMBING:
ts UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEEF- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/H.TUB
tr SHEETROCK NAIL tr
trtr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAT:
tr HEATING
tr ROUGH T] EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
tr FINAL tr FINAL
tr APPHOVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
".^('c.-
TION REQUEST
TOWN OF VAILT
l" */. 'z" t
/. }/-t/ J/'DATE JOB NAME
" . CALLER
INSPECTION: ' MON" -)TUES WED THUR FRIREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
\,/ f,
Jtr UNDERGROUND T'
tr FOUNDATION / STEEL tr.ROUGH / D,W,V.
FRAMING tr ROUGH / WATER
-ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL
tr HEATING
tr CONDUIT tr SUPPLY AIR
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
ff t:: e'1
INSPECTION REQUEST
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON WED THUR FRI
itAMT PM
BUILDING:
^EoolN€€r€rEE
PLUMBING:
D UNDERGROUND
D ROUGH / D.W.V.
tr ROUGH / WATER
,>^
$rcouNDAT|ON / STEEr
tr FRAMING
n ROOF & SHEEB" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
t"l
D FINAL tr FINAL
ELEGTRICAL:
tr TEMP, POWER
MECHANICAL:
tr HEATING
tr
tr
tr
ROUGH tr
tr
D
EXHAUST HOODS
CONDUIT SUPPLY AIR
tr FIN'fu tr FINAL
VED tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
DATE
7,/
INSPECTOR
,#
INSPECTION REOUEST
DATE
BEADY FOR
LOCATION:
JOB NAME
CALLER
INSPECTION:ro* ,;-lif"!l)weo rHUR FRI t{ rat.PM
TOWN OF VAIL \
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
ON i STEEL ,UPT/- lL4iig
rr ROOF & SHEER" PLYWOOD NAILING
tr INSULATION tr POOL / H. TUB
tr FINAL
tr
tr
tr
tr
tr HEATING
tr EXHAUST HOODS
SUPPLY AIR
tr DISAPPROVED T] REINSPECTION REQUIRED
CORRECTIONS:
DATE INSPECTOR
,t t
INSPECTIONTOWN OF
I{Z Ll )'- 7 /+', *,=.-,::._DATE
READY FOF INSPECTION:
LOCATION:
REGIUEST
VAIL \
.ttt I,l /v,JOB NAME
MON
CALLER
TUES
..47 , /, t'
tr APPROVED
CORRECTIONS:
J tg-D)gAPPROVED ,.'RflNseecrloN REQU I RED
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
FOUNDATION / STEEL
B
tr
u
tr
tr
tr
FRAMING
BOOF & SHEER
PLYWOOD NAILING
INSULATION
SHEETROCK NAIL
FINAL
ELEGTRICAL:
tr TEMP. POWER
tr ROUGH
tr CONDUIT
tr
tr FINAL
tr ROUGH / D,W.V.
D ROUGH / WATER
--tr GAS PIPING
tr POOL / H. TUB
n_
11 _
tr FINAL
MECHANICAL:
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
-
E ;.-.
tr FINAL
, 4a_/t'-- t./ . )' -,'
DATE // -' / TNSPECTOR
l:
-
INSPECTION
! r-2-1/J J 1
REOUEST
VAIL r
?(._ i \ox*ot,
JoB NAME _J - L'vg.T Y/lt t "/DATE
READY FOR
LOCATION:
CALLER
INSPECTION:MON ruEs ffiEp)
ON / STEEL
PLUMBING:
T] UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H. TUB
SHEETROCK NAIL
tr FINAL N FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
I] HEATING
tr ROUGH O EXHAUST HOODS
N CONDUIT tr SUPPLY AIR
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
oor= //'z 'l'f rNSPEcroR
F)
B2-I
Lf_
dLSf rlttrloal ,-1050E Logan Streel
Denver. Colorado 80203
(303) 830-8252
DATE
READY FOR
LOCATION:
INSPECTION:
I !-]tr
.. INSPECTION REQUEST
TOWN OF VAIL a
THUR FRI
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
flrouruonroN / srEEL
oorctoE GrA<L\Str FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK
tr POOL / H. TUB
NAIL tr
n
tr
tr
o FINAL FINAL
ELECTRlCAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr rwd tr FINAL
i -rfiepaoveo tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
t 4 '2 ,/ r'-->D^rE z,/{/ /z; / -6 5 tNSPEcroR
# l.
INSPECTION:
JOB NAME
MON FRI AM PM
tS.fl,,,
*::'s' rNsPEcrloN REeuEsr
VAIL t,
ClAL'JNt_J
ruES /-@ rHunREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PL
tr
o
tr
tr
tr
tr
UMBING:
tr FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERtr FRAMING
- ROOF & SHEER
" PLYWooD NAtLtN GAS PIPING
tr INSULATION
tr SHEETROCK
n
POOL / H. TUB
NAIL
tr FINAL tr FINAL
ELECTRIGAL:
f *rr. PowER
MECHANICAL:
tr ROUGH
tr HEATING
tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
n
tr FINAL tr FINAL
\PPROVED
RRECTIONS:
tr DISAPPROVED N REINSPECTION REQUIRED
DATE INSPECTOR
/rt/" ,l'oor= , , -!,/-lj.,JoBN^ME
i MoNr
INSPECTION REQUEST
TOWN OF VAIL r,
il" r-iYr
f>
INSPECTION:
CALLER
TUES WED THUR FRIREADY FOR
LOCATION:
Y '). ; 1 .',r,7 \' , .. "-t..n. t ' l. i.,;r.,7i fl,, {, ,"
BU
itrl
trl
tr'
tr
trl
D
ILDING:PL
tr
E
n
tr
tr
tr
tr
UMBING:
FOOTINGS / STEEL UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATER
FOUNDATION / STEEL
FRAMING
ROOF & SHEER GAS PIPINGPLYWOOD NAILING
INSULATION POOL / H. TUB
SHEETROCK NAIL
O FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL;
tr
tr
D
o
HEATING
tr
tr
tr
ROUGH EXHAUST HOODS
CONDUIT SUPPLY AIR
n r.dat tr FINAL
APPROVED tr DISAPPROVED O REINSPECTION REQUIRED
CORRECTIONS:
ome /ilr-.7r-l''-,,:'.':2 rNSpECroRi
ADDENDA #3
26 Septemben 1983
Pnbject: 82 West Meadow Dnive Duplex
Vail , Color-ado
Anchitect: Hobbs * Black Associates, Inc
1O5O Logan
Denven, Colonado 8O2O3
Cl-ranges to the 28 Febnuany 19Bg ptans and specifications ane as follows (
Addendas +1 + 2 are considened still in effect):
SPECIFICATION
Section OOSOO AIA .A1 1 1 in lieu of AIA Al Ol .
OO6OO d Replace rrColonado fon rtMichigan" in last sentence.
OOB5O Delete "S-7/Structunal Details"
01o2O f (1) $8oO.OO in lieu of $2ooO.OO.(5) $8OOO.OO in lieu of $'lO,OOO.OO.(12) $45OO.OO in lieu of $75OO.OO.
(13) . Add: Winter Pnotection - $6000.00.(14) Add: Fineplace Glass Doons - $12OO.OO
01 51O a Clanification: The Ownen is to pay fon all temponany
powen; the Contnacton is to make adequate powen
accessible to all tnades .
017OO g Change list to nead: (1) flooring,/cenamic and gtazed
tile; (2) paint.
O22O1 .O4 e Add: Costs fon de-watening ane not included in the
Contnact. Costs fon the nemoval of unseen bouldens
is also not tncluded.
O22O3.OB c Change 2nd sentence to nead:"Footings shalt not be
pouned on frozen on satunated soil .
O22O3.1O b Cl-range tr8rtrr to nead tt12 - l8rrrr
02601 .04 a To nemain as pa nt of this Specification;supensedes
02601.o5 - fddenda #1'
02603.0'| c tr
O27O1 .O5 a Submittals to be in accordance with "Town of Vaill
standands.
O27O2.01.a Dnain-pi.pe to be flexible type.
O27O2.O4 a Add: rrManholes may be pouned-in-place; design
subject to appnoval .
O27O2.1O a Delete.
O27O3.O2 a Change r'8r'rr to r-ead up to 12!rrr
O3152,01 d Delete.
O33O2.02 To nemain as pa nt of this Specificationl supersedes
Addenda #1 .
06102.01 b (3) Soffit 3/8" in lieu of 1,/2t' .
d (1) Shea{:hing at wall and noof can be stapled.
06103.01 c Bolts to ite 1/2" dia, B" long, 'rjtr sl^ape.
, - 06402.Ol b May be Flr^rnica, Westinghouse, on appnoved equal .
' O7152.01 a Add: "Gil-':abind foundation coatingr'.
-- O7212.O1 a Delete: "Kr-aft-facedr'.
a .O7213.O. a Replace with: Apply 4mil, viseueen vapon barnien on
wanm side.
- O722o Delete.
O75Ol .O4 a 3C+ asphalt in lieu of 15#. Galvar-rized in lieu of
alumlnum valley matenial .
07531 .O4 a .OBOrr in lieu of ,O45rt.
.O5 a Delete "rnanufactuned by B.F.Goodnich; Add: rrbe
Lonsealrr
O7532.O1 a To nead: .OBO" thk Lonseal in lieu of .O45'! thk as
lManufactuned by B . F. Goodnich .
O79O1 .O3 Delete: "Fillens and Sealants used with Fluid-Applied
O79O3.O4 a Delete.
b Add: rrvertical I' between disimilian and matenials.
O81OO Delete.
08162.01 a1d I'double " in lieu of t'tniplet'.
a2d rrdouble[ in lieu of "tnipl err.
08362.0'1 a Doon to be Ovenhead Doon Conp. Senies #126.
oB7O2.O1 a $4sOO.OO in lieu of $75OO.OO.
O88O2.O'l a Delete I'tinted".
b Change statistics to non-tinted double-pane w/ 1/4"
05251 .02 a (2) Delete: r'v.rith sound netardant".
(3) Delzte: "rr,etal suspension ceiling systemrr.
O9253.O1 Deleie.
O9253.O2 Delete.
o93o3.o1 a setting ,"nethods to be: Floon - Tile council of Amenica
F-143-GO; Walts - TCA BS13_BO.'lO2O1 .02 a Louvens nequined at combustion ain intake, fire-place
conrl:ustion ain, crawl space ventilation, and dryenr,,;:nt fon i:ch unit.1O4OO Del.:".e.
15402. O2 a Delete "and saddlesn.154O2.A4 Delere.
15402.OO c Add: "Rialtorr Kohlen K-G4O2 on 2nd level only.
154O2,OO e Laundny Sink to be by Polan-Wean M522 slrrgle'
compantment.
k Floor Dnains to be by Plasticodditbs ARD 9O1 .
15802.OO a (1) Replace Rapak Boilen with Slant-Fin GG 5e nies.
(2> Replace Rapak Boilen with Slant-Fin GG Series.
c Replace with Beacon Mornis as follows:
Living Rooms (2) K82,(2) K41
#'l 13+133
Masten Rednms (2)K41
#1 1 4+134
d Convectons to be neplaced with baseboard urni',s.
e (1) Change to Slant-Fin Gas Boilens.
1601 1 .02 a (1) Add: (Holy Cro-s.: Flectric).
(3) ttsingle pl-iase'in 1leu of "thnee phase" '
(5) ttwiningtt in lieu of "conduit'r.
(6) rtas-builts" for site wining only.
1601 1.03 b Replace "Ovenhead lines at the cable pole't with "senvic.:
linestr.
'l 601 5 . O b Add; "pnion to execution" .
1601O.O a Delete: t'and pay fon"; Add: Reinspection fees by
Contnacton .
16016.O a Delete ttconnections, equipment location, and
nouti.ng of concealed and" .
16017 . O b Delete: I'pr^imary cable ductt' .
'l 6052.01 c Replace tTEMTI fon t'nigid galvanized conduitt"
e Add: "or PVC".
f Replace: !'conduitf' with "wining"'
n Delete.
16052.02 c change: #1Ot' to "#6rrl Add: ttor banett after "Gr'eent'.
h Add: tton Ideal load connectorsrr
16052 . 03 Replace: ,i Load centens tt fOn ttpa.nelboands rr thnoughout.
d Replace: "Squane-D on ITE, Type NQOon equal" fon
t'Fedenal I?acific, etc".
16052.04 a Replace "speclfication gnadetr with I'Leviton standand
nesidential gradet'.
16052.05 h Replace: 'tsquane-D on ITEtt fon I'Federal ftra.cificrt.
16052.06 a Replace: !'480-600 volt heavy dutyrt with r'25o voit generai".
16052.07 a Add: I'on FVC" aften rtgalvanized steel"'
16401 .03 b Replace: "si.ngle phase, thnee winert for t'thnee phase,
foun wirert .
16,4C2.02 c Delete.
e Add: ttoa aPPnoved connectons"'
16502.O1 a Add: "Final fixtune selection by Anchitectr"
rc7O>.O1 .a-c Replace: with "Matental and in.stailation to confonm to
l\4ountainSellnecommendationsandspecifications.
DRAWINGS
Sheet A-1 -Delete East gas line.
-Decnease the width of both dntveways to 12r.
-Relocate planten at West driveway entnance ESE
beyond 7'-6" fr-om Nonth pnopert5r line; decnease dia.
fnom 14r-Oft to 12r-Orr.
A-2 -Relocate gas metens to the West wall of Stonage #O25.
-Sub-slab fon basement as noted in nooms #OO5 + 925
. €n also be placed oven bank-nrn gnavel .
I a-S -Revense swing of Doons #3OO + 32O to swing out.
,4-6 -For both unlts, neplace ceiling matenial rtlay-tn
susp" with trdryrwall on 2x6tstrl necatagonize finish
from ttpnefinishedrt to ttpaint[.
I
SheetA-7 -Doons and frames #OO3,O@,OO5,006rO22,O23,O24,O25,
and 026 ane to be SC\AiD and WD nespectively. #026
and 006 ane to be 1-houn.
A-1O A/A1O -Change Nonth wall of Stonage #O25 from rnasr-;nny to
2x6 fname.
-Ceiling in Stonage #O25 to be dnywall on 2x6rs.
B/A1O -Delete concnete at Roof Deck *.3O1 .
A-1 1 C/411 -Delete corrcnete at Deck +22O.
-Cei.ling in Stonage #O28 to be dnywall on 2x6's.
D/A1 1 -Delete concnete at Deck #2O9.
-Ceiting in Stor-age #OOg and OOB to be dnywall on 2x6ts.
A-12 E/A.12 -Delete concnete at Decks #101 and 3O1 .
-Revise South wall of Ganage #OO1 to be 2x6 frame.
-Ceiting in Stonage #OO5 to be dnywall on 2x6rs.
F/412 -Ceiling in Sionage #OO5 to be dn5zwalt on 2x6rs.
A-13 G/A13 -Delete concnete at Decks #2OO and 22O.
A_14 2/A14 _Delete concnete at decks.
A-15 4/Aj5 _Delete concrete at decks.
-Revise rr,asonny wall to 2x6 stud wall.
A-17 A/A17 -Delete concrete.
B/Aj7 -Delete concr-eEe.
E/4 17 -Add Panty Wall Detail.
A-19 Basement Reflected Ceiling Plan - Replace all
suspended acoustical 2x4 lay-in tile with dnywatl
on 2x6 supports .
P-1 -Add 16r wide tnench d r-ai n-s to the outside of oar.aoe
doons at each unit.
-Gas metens fon both units to be located on the West
wall of Stonage #O25.
M-1 - Replace the C.U.H. ducted system located in the
Cnawl Spa.ce as follows (equipment by Beacon M,onnisl:
Livingnooms#1 13*1 33-(2)K82 ,(2)K41 .
Master Bednooms#'l 1 4+1 34-(2)K41 .
-Add exhaust fun to Storage nooms #OOg + O28.
-Storage room convecton units to be neplaced with
base-boand units .
M-2 -Relocate floon dlfFusens to match new air-distni-
bution system.
M-4 -Delete convection unit at both stain towens.
E-1 -Delete all smoke detectons.
-L-ighting in Stonage rooms #OO5,OO9,02B,+ O25 to
be 1x4 fluonescent located as shown.
-Single switch lighting in Stonage noom #OO5.
Sheet E-2
E-3
-Revise l ighting,/switching as shown.
-Revise tighting,/switching as shown.
-Add note: I'All smoke detectons to be tied toqethen.
CONSTRUCTION PERMIT
NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE
DArE 9129/83
tryent of community dwelopment,tt
TO 8E FILLED OUTcoMPI-ETELY PRIoBTo ISSUANcE oF PERMTT
TYPE OF PERMIT
BTn
E
Mtr
BUILDING
ELECTRICAL
MECHANICAL
PLUMBING
FOUNDATION
rJUi5i rt
r.rYPEoFcoNsTRUcTloN I ll lll lv\Y4l
2, OCCUPANCY GROUP ABE H IldM
DlvrstoN t z zapa
6ENERAL DESCR;pT;ON OFwoRK , drrfrl ex with
aitached garage, 450Q GRFA. 6886
tot. 'incl .elec.
TYPE GROUP G.R.F.A. VALUATION
Vail Village - 2nd fil
\q
5
JoBNAME: Eighty two West Meadow
NAML tleadow Vail
crw Vail -'&.966!-ZO1A
EW(X) ALTERATION AODITIONAL REPAIR (
ACCOMMODATION UNITS
-
NO. FIREPLACES
INSULATION:
ADDITIONAL PERMITS NEEDED:
FLOOR Batt 3rz il
EXT. WALLS Batt 6"19
ROOF Batt 9 30
TYPE ELEC. I cAs.?:- .*------l ',"""
nnv Hobbs & Black Assoc
urrr_mo"rrs 1050 Logan Suite
slry Denver, Co pH.830-8252
GE|,|ERAL
CONTRACTOR
rrnu Morgan Construction
rowN oF vArL REG. No. i29-A TOTAL PERMIT FEES
rNG ADMTNTSTRAToR - - o-Ire- - -
ING & BUILDING NOTES:
- -\4-- /1 W,=--_ StZl! I I
Jf LDTNG oFFrcrAL -a-- - 5-nTE -
CONTRACTO TOWN OF VAIL FEG. NO.
PLUMBING
CONTRACTOR TOWN OF VAIL REG. NO.
I hereby acknowledge that I have read this application, filled out in full the information required,
completed an accurate plot plan, and state that all the information provided as required is corr€ct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build lhis structure according to the Town's zoning and subdivision codes, design
review approved, Uniform Building Code and olher ordinance\of the Town applicable thereto.
^^--r -!^--.|-^ r^^^^.i+ +^. \ =-- r
-send cl eani ng depos j t to : 'it-- .,,,
vstf:"rulial6g? !,r. Meadow ER OR CONTRACTOR FOR HIMSELF
MECHANI
FIETM
TOWN OF VAIL REG. NO.
OTHER
CONTRACT
TOWN OF VAIL REG. NO.
TELE.
lha pthl€ry/vail
./ ,. . -Mt
Subdivision I /'r r., i*"'. +ce
Lot"/
Bl ock
Fil ing
t. Submitta't Items (Acceptable) (Hot Acceptable)
(A) Topo Map L /
---[3i ;lfi]'l'." ---- ?%
(D) Title Report r. _r.t ^, -L-tiisuuoiuision'A9reement(ifapplicable)_€-
2. (ngineering Requirements
3.
4. Comn
E'lectric
Gas
Sel.ler
llaier
Tel eplrcrie
T.V.
errts:
A
B
c
D
E
F
.t/
L/,.,'. lr't" ' n'o'
A,(A) Cu'lvert Size
-
/u lt
i it i D; i v euiy
-
c ra a e -T6-r nax )-(Fc6a f, €jtrJ-"
€.3 ot
Source of Utilities ffa fa%:>'rknze
Approved:
Di sapproved:
l,arin::nE o
LIIIE TABLE R-I ROOF/C.NG AREAS SO. FT.1. GROSS ROOF AREA -4453
?. SKYLIGHT AREA 24
3, RONF VFNT ARFA Lq
4. OTHER (SPECIFY)
5. NET (OPAQUE) ROOF AREA
LINEl-SUM2THRU4 Teq+
5. FRAMING AREA (A6p)
IINF 5 X TARI F R-4 .l bbq,4
7. CAVTTY AREA (Ac)
--LINE
5 X TABI F R.4
.1 frg,b
TABLE R.4 FRAT'IING AND CAVITY RATIO
FRAME i FRAI'IING
SPACING i RATIO
CAVITY
RATi O
1?"0-13 ; 0.87
16"0.10 0.90
24"o n6 0.94
HEATINGSOURCE OF
THERMAL
ROOF/CE ILI NG
MATERI ALS
8. OUTSIDE AIR FILM
OR FINISH
INSULAT ION
OTHER (SPECI
18. TOTAL RESISTANCE (Rt)
Ufr (FMHING)
20. uc (CAVITY)o,ozl+
TABI F R-J qIIMMATION OF TRANSlMISSION VAI IIES FOR ROOF/TFTI ING
qnilRr F t-vAt ilF FROM I INF AREA FRNM IiNF I-VAI IIF X A
FRAMI NG .os5 LINE 19.?7n TNF 6.ta.89
CAV I TY ,oza LINE 20.?a55 LINE 7.bq,86
S KYL I GHT -og 1/R 2-+LINE 2.14 ,lb
ROOF VENT .L5 i/R 15 LINE 3.9,ts
OTHFR 1/R LINE 4.
OTHER 1/R LINE 5.
IOTAL --An=1+s7 suuuxn= l?.l,g
SUI.l OF (U-VALUES X CORRESPOND i NG AREAS o#
AREA (A")Uo R00F/CEILING
GROSS ROOF/CEiLING
l
l.t(
I
r
&
O,036<6,ob ggeQow-W
.-\l tUIL2l
LIflE TABLE F-I FLOOR
-
s0. FT.
1. GROSS FLOOR AREA SoGo2. FRAMING AREA (At'.)
LINElXTABLEF-4 .ll mb
3. CAViTY AREA
LINETXTAELEF-4 '1lt z1g
4. OTHER (SPECIFY)
5. OTHER (SPECIFY)
FRAMIN6 Rno cnvrrY nnrrb
JOIST FRAMING
RATIO
TABLE F-2 FLOOR CALCULATION5
FLOOR
MATERIALS
HEATING
I,'INTER R-VALUES
SOURCE OF
THERMAL
RES ISTANCE FRAMING CAV ITY
6. OUTSIDE AIR FILM o,b,O,(ol
7. EXTERiOR FINISH Yz" De\t,/0nJ,l o.4=o.49
8. FRAMING Ltb (NwA{t-\q.18 ]>{
9, CAVITY INSULATION Lthj tt+- g*I -X l,OO
iO. CAVITY AIR SPACE + "-'l I'OZ ,O2
11. DECKING 74" olutuJmD O,q\o,q3
12. FL00RlllltsH MO€T + FIBEA PAD 2. a9 Z,oB
i3. INSIDE AIR FILM o.qz o.1z
14. OTHER (SPECIFY)
15. OTHER (SPECIFY)
16. ToTAL RESiSTANCE (Rr)
SIJM OF I INES 6 THRII 15 15,31 11,ol
17. Ufr (FMMING)
1/Rr (FRAMING COI IIMN)o.oG5 ><
i8. uc (cAvITY)
l/Rt (CAVITY COLUMN)X o.a5w
TABLE F-3 SUMMATION OF TRANSMISSION VALUES FOR FLOOR
SOURCE U-VALUE FROT'I LINE AREA FROM LINE U-VALUE X A
FRAM I NG 'ob5 LINE 17 %c LINE 2 11,61
CAVJ TY-.oqA LINE 18 279 LINE 3 l6l , Qb
OTHER 1/R LINE 4
OTHER 1/R LINE 5
TOTAL
-
no-bo(eo SUMUXA=lal,55
Us FL00R =
sUM OF (U-VALUES X CORRESPONDIN6 AREAS)tBt.55
7O(oO = O,O573
At
O.o5n5 < O'ob RFqrlEto
OL
irluroP Siotf.to
As
LINE 6. X TABLE I^t-4
1. GROSS IJALL AREA
. UTfrqUE Wf TJL rrlltrA \AOD/|' LINE I. - STIM 2 THRTI. 5
LINE 6. X TABLE W-4
TFBIE I,1-4
FRAMING AND CAVITY MTIO
STTID
SPACING
FRAI'IING
RATIO
CAVITY
RATIO
t2".2?.7R
16".20 .80
24".t5 eq
WINTER HEATING R VALUESTHERMAL
RESISTANCE
WALL
MATERIALS
rurAL r,LJ I J IAI\UI (!(t,'
S1'''1 OF L1NES 9 THRU 19
o,(n45l/Rr (FRA.I-{ING COLUMN
1/R.r (CAVITY COLTIMN
t rlni-ioifirn coLUMN
SUI,I OF /'It-\rrr ttF q
\v X CORRTSPONDING AREAS)
I.iAlL AREA (Ao ffi: o,t7Uo IttALL =
O'n < O.l$eEq.trnF^
OY
25
GROSS
TT
L SQ. FT.
1. GROSS TJALL AREA (AO)zqLq
812*2
SPECIFY)rc
, I.,INE 1. - SUM 2 THRTI. 5 2e75
LINE 5. X TABLE W-4 ,2 +t5
LINE 5. X TABLE W-4 ,b I Gbo
TABIE I,]-4
FRAMING AND CAVITY RATIO
STIJD
SPACING
FMI'IING
RATIO
CAVITY
RATIO
.22 .78
16".20 .80
24"Itr
THERIT4AL
RESISTANCE
WIMER HEATING R VALT'ES
lUllt'L t(trJ J. J 1ANL,D \lst,,
SUM OT LINES 9 TI{RU ].9ufr (!'i(A$rNG)l/Rr (FRAMING COLUMN
l/Rr (CAVITY COLIJ}O{
I u \(J rrlfJr\,,| 1/Rt (OTHER COLIJMN
uO witLL U-VALUES X CORR-ESPONDING 5A,b7-= o.l7
0.n < O.tg ?54JrE0
otL
zqL
25
\
CONSTR.UCTION PERMIT
NOTE - COPY OF PERMIT TO BE KEPT ON JOBSITE
DArE H furd$- Ko3 .l r,t .| ti (I
TO BE FILLED OUT COMPLETELY PRIOR TO ISS'UANCE OF PERMIT
TYPE OF PERMIT IVaurlonlc D pluMatH€
! elecrRtcnl n FoUNDATIoNn MEcHANTcAL !
!
ffi
T.TYPEOFCONSTRUCTION ' T' '' '@2.OCCUPANCYGROUP O" A
'@N
FERMIT NO.
z9
F{
BUILOING 'tfu@ ToTA- ir€tr
ELECTRICAL LL,ost
PLUMBING (9,@
MECHANICAL 15,@
TYPE GROUP G.R,F.A. VALUATION PERMTT rerd ; ,t p-3 [*a 6-5o ooo EUILOINC PERMIT /?a 3
PLAN CHECK 7o/
ELECTRICAL /ds
NEW(v) ALTERATION ADOITIONAL REPAIR PLUMBING 6?a
..owettrtrc ururrs
-
AccoMMoDATroN uNlrs
-HEIGHT IN FT.
-
NO, FIREPLACES
MECHANICAL /so
necnelrrori ree . ,/J /o3 3
INSULATION: TYPE THICKNESS R.VALLUE oEslcNREvlEwBoaao.! 2Oc),,.* I{*rrl 4€A U CTEAN-UP OEPOSIT 7&,*r.*otr"lEa-rl Qo l/7 USE TAX 3 2-fA
ROOF 16*.rl 7 l3o
TOTAL PERMIT FEES r 1-zt
AODITIONAL PERMITS NEEDEO:
Y N' INITIAL
ST. CUT lvl I
UILDING OFFICIAL DATI -j'6-e:-
DATE;.ffi,*
SLASTING oNrNF' 9, Btl LDr ryG, N of Ej :
PARKING (r ->ED I+>t D+ |/ry (;tL#x - 's&-rruo
=t+ErDEMO
I hereby acknowledge that I have read this application, filled out in full the information required,
completed an accurate plot plan, and state that all the infQrmatio,rtf
agree to comply with the information and plot plan, lo cqmply^vith
laws, and to build this structure according to the Town',s zofiing
review approved, Uniform Building Code and other ordinance
-(equired is correct. I
odd inances and state
ision codes, design
pplicable lhereto.
AND THE OWNER,nt ':.A;nte A-
Fr.'ta HIMSELF
LEGAT
dEsc.
tnT BLK-=
FTLTNG VMU UtuP*.
!5e NAt"tE. 8z wEsT f4EADor^r'
OWNER r.rrue tVl€ADotr \Aiu '
ueLr-eooness BL W.fiEA00t ).",voi" x%tglr*
ARCHITECT FIRMM
MAr L ADoREss rcim {arraar-q.,i#.t
crrv DENETZ PH.Bo A?s1
GENERAL
CONTRACTOR
FIRM
10\4|tQM
!,-r.-*,.o.-
CONTRACTOR
FIRM
TOWN OF VAIL REG. NO.
PLUMBING
CONTRACTOR
FIRM
TOWN OF VAIt REG.NO.
TELE-
MECHANICAL
CONTRACTOR
FIRM
TOWN OF VAIL REG. NO.
OTHER
CONTRACTOR
FIRM
TOWN OF VAIL REG. NO
TELE.
{,"f::|It:; Go*) ^D*t
y'n n, | ' ['J* // D.r*if
ll
i-Sr*/| fl/a.-, fi"l 6grntu*,
tenohni/ i Gu,r./ a"./ /).rr;/s
./7-O Ae 5: gaesS'J€
'r4/nos)-atc"t?s fr l" m'iy'ft;rt
Srr
5tr'
/*of;igg,'\
Te tfe o*
,f/co4d?c 7
. r--. *rt'ct) Ae? u.'..*" ., ,s,$r'zt 9e7ee
."'\
' \i./41
...
ffi
75 south lrontage rd.
vell, colorado 81657
(303) 476-700o
department of community development
April 25, .l983
James D. Brown
Meadow Vail Associates
32 l.l. Meadow Dr.
Vail, C0 8.|658
Re:
Dear James:
0n April 20, .1983 the Design Review Board
and driveway revision for 82 West Meadow
plan should be submitted illustrating the
and the elevation of the roof ridge. The
been resolved.
Si ncerely,
^l4;- r/ra?e-/--v/
J'lm Savre
Town Pianner
JS/bb
82 West Meadow Drive DuPlex
approved the facade
Drive. A new site
new driveway configuration
GRFA issue has not Yet
e^.S ffitrt"'tq':
; ' Lrks| Unit fr,,L Aara4p AA,'b'
G n+'f I x.o f l,.--., I r,Ilr,,l
Ih'"^(-\\
f'*[
J)'b"
\fJY
X
+'
tr'
K
t'r
Rt
rl?,
13, ,t,,
l,{ ' gn
t
b'
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lr
t1"
q\
t'\
8
,)
tr',t I
li
r
,t
t--v
0" y-^11317
-( r l)
I 1u'r l_0 dt4.,.i 0
frr.)s+fi+
fL
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{ \\' 1V
t" K .lb' b" 3D{2-
'6r' X I' Lq,j
14'6 "x p)'K" jR,?
)ry 1i YL-, t-tb'v.?' jtT,ITE,{
l
a2-uE5r
o
I.4ennarr
DEB
aa$
17E1,25
TI?:Q-
l5l0,75
771J7
bl,40
b)q,7L
I
Frst uevgL
zl.1p L€YgL ]6IALqfir
TdTl*u
c9tOrl
TATAU
CEED
Ctnq, srrtL)
al Aeepdb
I^JD
'1b,3 +
l7t+,41
zbb,W.
31A,tl
7'n71
P4,9fr,
L"n,'ll
(rrlcr. slhr'a)
TdIAu
cnep'n
@lutr
eilFEtrEl.{[ |FlH-bF (1i,ru*r*)w,l 4
v -, frgiectA.ppllcation"i- ;r o"t" 3l
Proiect Name:
Proiect Description:
Contact Person and Phone
Owner. Address and Phone:
Architecl. Addrebs and Phone:
l\-tvsra, (o "io3 Bb flase
Legal Description: Lot Filing
Commenls:
Design Review Board
f- J
,^r" frffzlL 2-> to?
DISAPPROVAL
^,r , !G:?t-)t n{A -/
Ot t:iqrh fD6i
L cJ{?-a:> c v,IJ
c:F -stO
E statt Approval
)
lnwn
box 1 )
vail, colorado 81657
(303) 47S5613
June 21, 1982
Ron Byrne
82 l,|est Meadow Dr.
Vail, Colorado 8i657
Dear Ron:
0n June 16, 1982, the Design Revjew Board
Vail Village 2nd Filing. Glass should be
of the west unit. The duplex needs Public
bu'i'lding permit.
Si ncerely ,
/1 - /,/^ E--"2__-
/L//
Jfm Sayre
Town Planner
JS:df
department of community dwelopment
RE: DRB Submittal of 6-16-82
approved a duplex on Lot 1,
added to the south facade
Works approval prior to a
'F Proiect APPtication T
Date{)') ,tJ( /_:T Fir:/.\ ./)o ,u psL*-Project Name: (: t- '''J "- ': I l
Proiect Description:
Contact Person and Phone
-. At\i;.-, fr2c',', 1.5
Owner, Address and Phone:
Architecl. Address and Phone:
Yr€ }.."J'tj.
:t'/e - / .t 7l'"- r r/I()
Com ments:
Design Review Board ,{- lt, i..,Darc i:'. i/6 lt v ^L--
/;'
DISAPPROVAL
Summary::]t,; r. {- .$'/-.ti,,r.tr..),lrQe:ld{as'f ]rl ala LJ'f' / i it\., 1 ,J t€-;4u 1
SF;I'*,-=:I
7,P/ ,l)r !'''41 !: 4<."*l .t:it"t,./_/.IU
,ft2>t,/,A)
/:ki t{-algtv /<- {:
E statt Approval
pro,ectName: Fo ilKi" Mftllb.,,, ftrt'ue
Contact Person and Phone ---r
Owner, Address and Phone:
Architect, Address and Phone:
Legal Description: Lot Zone
-
Commenls:
Motion by:
Design Review Board
Seconded by:
APPROVAL DISAPPROVAL
Summary:
-l*.-rr
,./ /" ./l "
-
,/h'. l-,'r* i .; ,/ / - t'i|r)r,/:-?tL ! : t'
f&rj,r:i y1.o .,, ,rA ".uApprovalI
i
tl
I,I
I
SFR, .R,
zor,lE cil[cK
for
P/S ZoNE DTSTRICTSR
Lesal De-scription: ,:, LBtock Fiting
o** &+f, rf {frrc- n r-nitort _lh
Setbacks: Front-Requ#;d-Zd'r'*iiro'flsed </ ' .'
Sides-Requi red 'l 5 '
Rear -RequireC .l5,
' 3o/l,,taterccurse-required V-0,
GRFA: Al'loned
GRFA: Primaq, Aj I or+ed
Secondary Al I or.red
Slte Coverage: A'li oived #77
Landscaping:
Parl,.ing: .
Requi red
Required
Proposed
Proposcd
Prop*:.ed
ActuaISlopeDrive: Slope permitted
Environnienta'l/llazarcls: Avalanche
Flood P'iain
'51ope
Proposed . /t' 3/,--'
-.=r+-
Proposed
'Proposed
Proposed
Prinury PropcsedS At s8
Secondary Proposed0 LDTg
b% '/rt1
7 tr:t i tlit i /..1r1r;.ir1,,.;1,/D i :i.: p l).;ili,{:(i D.it r. :
7i"
lnttn
box 100
vail, colorado 81657
1303) 476-5613
department of community development
27 December 19?8
Dr. Paul Ling Tal
1O3 Ecorse RoadYpsilanti, Ilfichigan 48197
Re: Illega1 Occupancy of your residence
l-ocated at 82 W. Meadow Drive
Dear Dr. Tai:
I was informed yesterday that your remodeled garage ispresently being rented as a separate condomj_nium unit. Thisis totally contrary to what was told to me and the BuildingOfficial; that this space was to be used as a recreation roomonly.
The conversion of this space into a living unit is invLoLation of the Zoning Ordi-nance, Seetion 18.12.090 "DensltyControlr' in that three instead of two living units now existj.n this bullding. In August when f spoke with you, we dlscussed.the zoning on your property and 1t was clearly explained to _vouthat the garage could not be used as a seperate living unit.
The Building Of ficial , Irlark lfarchus and I also walkedthrough the Tai resj.dence about two months ago with personnel'from Vail Management Company. At that time, it was clearlystated to us that the converted garage would only be used as arecreation room. At that time, specific mention was also givento the bedroom in this converted space and it was explalned thatthis room could qqt be used for overnight occupancy since it didnot have an exte?fdr window as a fire exit.
It has also come to our attention that a Certificate of
Occupancy has never been issued for the garage conversion. This
means that it is il1egal to occupy this space for any use, sleepingor otherwise.
"wry
i fr
Tai
f '. t,
Pagb 2
Dr. Paul Ling
t
2
',' '
7 December 1978
I was informed about this situation by a group of people
who have been coming to Vail for years and who were extremely
unhappy with what they found to be their "one bedroom condominj.um. "
These people found the condition of this expensive rental unit
al-most uninhabitable, and after touring it with them, I have
to agree. Not only is the bedroom not safe for occupancy and theunit not occupiable according to the Zoning Code, the furnishings
in this unit are depJ-orable.
The Town is requiring i.mned.iate action be taken to correctthis situation. As of December 30, 1978 when the present
occupants of the space leave,no other people will be aLlowed
to occupy this garage until a Certificate of Occupaney is applied
for and issued- No other overnight occupancy will be allowed
to take place in thj-s part of the house at any time.
Thi-s letter should be considered a violation notice for the
above-mentioned violations. If this situation is not corrected
by December 30, 1978 and occupancy of this space contj-nues
after this date, a formal Summons will be issued and lega1
action wil]- be initiated.
If you have any questions please contact me.
Si.ncerely,
)4r*"t,+. Ar-8;---,
QJames A. Bubin
Zoning Administrator
JAR/gew
cc: Vail Management Company - Box 1532 - Vail, Co1o.
Mayor Rod Slifer
Ed Buchanan - 903 North Avenue - Duluth, Mi"nn. 55804
Larry Bider, Town Attorney
Mark Marchus, Building Official
w
DATE
TIME RECEIVED .' AM PM CALLER
n pnnrtal
rNseecOGrv FrEcruEsir
TOWN OF VAIL
A. Ut '7
[rt?t\--
JOB NAME
LOCATION
L * I y/ y'tt-,-:t-7t; L-.-
READY FOR INSPECTION
WED ) ., THUR
pneeRovED n orsnpp RovED
D uporrr rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
nnerNsPEcr
INSPECTOR
O d,a-ll
-'./ 6 u-" g7I.:
/
rNseedi}ru
TOWN
)
OF
FIEOUESiT
VAIL
DATE
TIME RECEIVED- AM
D ornen
JOB NAME
l) ,:'t-*." :; .t
TUE
I plnrrnl LocATroN
READY FOR INSPECTION
WED FRIMON
COMMENTS:
THUR AM PM
@rFPT-oveo I orsnppRovED I nerNsPEcr
! upou rHE FoLLowrNG coRRECTtoNS:
CORRECTIONS
INSPECTOR
/
DATE
of rNsr=S3*
..,.,,.-. - TOWN OF
FIEOUES}T
VAIL
T'ME REcEtvED Li- d+F""i AM pM CALLER
MON
COMMENTS:
I pnnrral LOCATION
THUR ]AM PM
i1^;--L,t 11
B app RovED flotsRreRovED ! nerNSPEcr
D upor.r rHE FoLLowrNG coRBECTToNS:
CORRECTIONS
.., \ ..ji 'J \J.i {. i* LU-'er^"i
INSPECTO R
|h.prln!.ttl!a'l
CONSTRUCTION PE
_department of community development
TYPE OF PERMIT.-_-zT--.ll19'UILDING I"f PLUMBING
Ef elrcrRrcal E rouruonroN oNLY
E MECHANICAL N
LEGAL
DESC.
LOT /
FILING Voa
AME:' 74fufuaz
oNER aeue-/a',t- Ztil0 TA )
@ctfY,/,/K// 2r ) f/i PH./rqZ///i
ARCHITECT FIRM
MAIL ADDRESS
CITY PH.
GENERAL
CONTRACTOR
,,^u Aul';::L
MAIL ADDRESS
.t'^i?3h
FIRM
MAIL ADDRESS
PLUMBING
CONTRACTOR
FIRM
MAIL ADDRESS
MECHANICAL
CONTRACTOR
FIRM
MAIL ADDRESS
OTHER
CONTRACTOR
FIRM
IUAIL ADDRESS
ctrY PH.
RMfr oxe&b8 PRorEcr NO.-
PERMIT NO. N9 O 7I
r. TypE oF CoNSTRUCT|ON l ll It rV/V J
2.OCCUPANCYGROUP O"'@
DrvrsroN t z z1!a
GENERAL DESCRIPTION OF WORK
zo
F
BUILDING /7.<O-:
elecrnrcr(R.,*r ) zq-{
PLUMBING ,/aoo
MECHANICAL €-
TYPE GROUP SO. FT. VALUATION PERMIT FEES
BUILDING PERMIT ,/z .8d
L
PLAN CHECK €L-
ELECTRICAL t"-g
PLUMBING Dg
NEW ALTERATION O ADDITIONAT REPAIR(MECHANICAL
DwELLTNG uNrrs - nccoutr,toDATloN urtrs- -
e.a.r e. I / O -/9- --BEDRooMs
coMMERcrALSysr - RESTAURANT SEATTNG ..:
HEIGHT IN FT,
-
BATHTUB,/SHOWER /
t
NO FIREPLACES
-NO.
TOILETS I
COVERED PARKTNC _ UI'ICOVERED PARKING
-
RECREATION FEE 62.7o
DESIGN REVIEW BOARD ./o
CLEAN-UP DEPOSIT
Lrru'r,t- G" fiL'rsa LS
TOTAL PERMIT FEES ffi,/aqr
daE
(-:/i-
DAT
ffi
tytNG ADMTNTSTRATOR
INSULATION
FLOOR
EXT- WALLS
ROOF
TYPE THICKNESS R.VALUF
NING NOTES:
HEAT
ELEC: I GAS:
SOLAR: I WOOD:
VAIL WATFR & SAN. DIST. TAP FEE :
SPECIAL NOTES:
I";ffit'iflirsIRrcr ra
tEsTE {TIAL WNTN E SB.CR TIP FEE CAI.q!.ATIOI
t t€ OF lg€ Ot;m
fi
Itu-nE AonEss
BASB€}ITlsr ruoon
2m nooa
Jfl) FLffi
EASAA.II
*sr fl_ooR
40 FL@R
JRD FL6R
BASryElIT
ls;r n-ost
Zro rtm
JR' FLOM
lPffiNEilTS
PltYstc!,L _ Pt-Afl O€O( :
€
--
BAstN S IOILET.(ce rtlts sArx)
x 1.9) =
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FU-l- sAlH(srsrrn @ nE,
BASIN, Tolttr)
RG.s (LI'/tNc Roo.ts,
smoos, o*tcs, - x l.fi) =
SI-DIOS,
.x
/x
,75
5.ql =. 3-OA -CE
l.da
KITC?EllS
tIsflAslGRS
UT$DRTES
GEn wa*eJ
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SAINAS
mrR cooLEqs &
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S1{l}'l,llliG Pmts
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DISfr{ASr€R
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C TSTDE T{AIER
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x 2.S)
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X,' ,6 =
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x 1.00 =
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MARD OF DIRErIO(rs
TProject Application
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Date
Proiect Namo: -
Proiect Descriplion:t'. ".,t;i |,f t{.-
'L O*n", Address and Phone:/ t-s
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Architect Address and Phone:
Legal Description: Lot I , Block
z.one:
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Zoning Approved:
Design Review Board
Date It *t i i.r'
Motion by:
S€conded by:
APPROVAL DISAPPROVAL
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Summary:
Date:
Zoning Administrator
Date:
Chiel Building Off icial
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howord o. reznick, d,p.m.
poul ling toi, d.p.m.
20 JI]LY 1978
DESIGN REVIEW BOARD
vArL, coLoRA-Do
ATTENTION: DIANE TOIIILL
DEAR UISS TOHILI,:
PURSUANT T0 TIIE PERSONAL CoNVERSATTON WE HAD IN t{Ay 0F 1978, WE ARE HERE-
BY MAKTNG OTIR APPLICATION FOR SOME MINOR RM{ODELING OF OUR SECOND HOUE IN
VAIL.
DUE TO TIIE TREMENDOUS HEAT LOSS SUFI'ERED TITIS LAST WINTER, WE ARE RWOV-
ING TIIE GARAGE DOORS AND CLOSING THAT WAII WITE SIDING TO MATCII TIIE REST
OF THX HOUSE. SINCE THE GARAGE IS INSULATED, AND ALREADY PLASTERED, WE
wrLL DO fiIE FINISIIING TOUCIIES T0 TIIE ELOoR, AND LEVEL IT. WE ARE USING
A SMALL CORNER FoR A BATIIRoOU,So AS TO FACTLTTATE THAT PORTTON OF 'fHE
IIOUSE I^IIIICH DOES NOT HAVE A BATHROOM. THERE WILL BE SOME MINOR LIGIIT FIX-
I'I]RE CHANGES, AND AN ADDITION OF A WALL HEATING UNIT. AN ADDITIONAT FIRE
ESCAPE WILL BE BUILT FOR TIIE SECOND FLOOR IN OR"DER TO INSURE SAFEfi IN
CASE OF FIRE HAZARD. WE DO NOT HAVE BLUE PRINTS TO THE GARAGE AND SINCE
THERE WILL BE NO STRUCTT]RA]. CHANGES BEING },IADE I{E ASK THAT YOU KINDLY EX-
CUSE US.
THERE WILL BE NO OTHER CHANGES NoTm, WE WILL BE DOING THIS WORK OURSELVES
AND BUILDER. FRIENDS CO!4ING FROM MICIIIGAN TO EELP WITH THESE MINOR CHANGES.
WE I,T[L BE ARRIVING ON TIIE EVENING OF TIIE 21 AUGUST 1978, FOR THE CONSTRUC
TION, AND WE HOPE TO FINISII WITIIIN A FEW DAYS.
IF YOU HAVE ANY TTIRTI{ER QUESTIONS, PLEASE DO NOT HESITATE TO CONTACT ME,
YOIIR COMMENTS WILL BE MOST A?PRECIATED.
PLT/1j s
enclo gures Podioiry
medicol ond surgicol monogemenl of the foot
7t a'o
BUILDING PERI.IIT APPLICATIOi,I
CONTRACTOR
ot{tY C0:{TRA€T0R5 TriAi Ril]UIRE VAIL
o
JOB VALUATION
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. Phone 7t7> -tfV?'o
Address rO?(LD
Ci ty St, llp(t* tA,m^; ZiP
CONTRACTOR
ARCHITECT
Ci ty zip
Lot Blk Fili -l
BUILDING t€7u t4ffi9
ELECTRICAL +1, rF / oo ee'
MECHAI{ICAL r)a/v{
EXCAVATiNG //o/J€
PLUMBI NG I I {mC:t Vt'(y'(.e;rrnlrL-- W looo .sg
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TOTAL
LICENSES & PERFIITS
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