HomeMy WebLinkAboutVAIL LIONSHEAD FILING 1 BLOCK 1 LOT 7 LODGE AT LIONSHEAD UNIT 3O DEpARrMENroFcoMMr,N,r0uu"ropMENr TOWN OF'VAIL
75 S. FRONTAGE ROAD
VAIL. CO 81657
970-479-2138 tx.rt.,1. t^\ [-\\
NOTE: THIS PERM]T MUST BE POSTED ON JOBSITE AT ALL TIMES } \ 3
ADD/ALT COMM BUILD PERMT Permit #: 803-0266
I- U ) (- \)6
Job Address: 360 E LIONSHEAD CR VAIL Status. . . : ISSUED
Location.......: Applied..: 09/11/2003
Parcel No....: 210106406030 Issued. . . : 09/12/2003
ProjectNo.: t'\i'lp I O,3,.t1 Expires...: 03/10/2004
owNER STETNMETZ, rrYNN & CHARITFS P.O9/LL/2O03 Phone:
1715 VIA AMAT-,FI
WIMTER PARK FTJ
32789
L,icense;
coMfRAcToR K.C. COMPANY 09/1L/2OO3 Phone:
P.O. BOX 341
AVON, CO
4L620
License: 455-8
APPT,TCANT K.C. COl4PAlrY O9/!L/2OO3 Phone -. 476-0566
P.O. BOX 341
AVON, CO
8L620
License:
Desciption:
same for same, repaif of strucfure and waterproof
Occupancy: Rl Multi-Family
Type Construction: III l-HR Type III l-Hour
Type Occupancy: ??
Valuation: $300,000.00 Add Sq Ft: 0
Fireplace Information: Restricted: # ofGas Appliances: 0 # ofGas Logs: 0 # of Wood Pellet: 0
i.|+:3+||t++.|*.'+|''.+t,}t|*,'|||**.+|'}.|****l++,|****.*+***+**.||l.l*
Building--> $2, 113 . ?5 Restuarant Plan Review-> $0. 00 Total Calculated Fe€s-> $3,490 .69
Plan Check-> 51, 3?3 - 94 DRB Fee-----> $0 . 00 Additional Fe€s-> S0. 00
Investigntion-> $0. 00 Recreation Fee---._-> $0 . 00 Tolal Pemit Fee--> $3, 490. 69
Will Call-> 93. 00 Clean-up Deprosit---> $0 . 00 Payments.--...-->' 53, 490. 59
TOTAL FEES-..._> 53,490.69 BALAI\ICE DUE--> $0.00
Approvals:Item: 05100 BUILDING DEPARTMmII
09/Lt/2003 CDAVTS Action: AP
Item: 05400 PLANNING DEPARTMBCT
a9/Lr/2oo3 bgibson Action: coND same for same
on1y. Any change to type of materials or colors sha1l
reguire TOv Desigm Review approval .
Item: 05600 FIRE DEPARTMEI\II
PACE 2
**{t'l *'l * ** * f * ** * * {.,t!t,* * ***,t** * * *:} * !t * * * * t* * * **'l * tr:* lir * {. '}t * +*,* ** * **!t * !* * * * f, * '}:t * t * * {',t *!* !t !t
'} 't{.{. *'* **:t * * **** ** * ** * t *
CONDITIONS OF APPROVAL
Permit #: 803-0266 as of 09-12-2003 Status: ISSUED
*:f'f+!**'t'*'t:*+:*:**'i*****{.,**!*'t't:t'j*****:*t}*'**!t'|'|t't**'|*!****t*'*t*!tt**++++*+*:|***tl.'i,l,t:t+**!}|}!|t*********
Permit Type: ADD/ALT COMM BUILD PERMT Applied: O9ll1/2003
Applicant K.C. COMPAI.IY Issued: 09/1212003
476-0566 To Expire: 03/10/2004
Job Address: 360 E LIONSHEAD CR VAIL
Location:
ParcelNo: 210106406030
Description:
same for same, repair of strucfure and waterproof
Conditions:
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQI.JIRED BEFORE A}.IY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
ftem: 05500 PITBIJIC WORKS
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town applicable
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOTJR HOURS IN ADVANCE BY OFFICE FROM E:00 AM - 4 PM.
SIGNATURE OF O HIMSELF AND OWNEF
** *l*** i* + + I +t * t * *+ * ** +** + I *l| * * * :}+ ** *+ +a **,i * *t* * *** ++ + +*+** **+ ++ + * + +*{.+ ***** *** ** * *t ** * ** | * *
TOWNOFVAIL, COLORADO Statement **+++**+++++*+++**t*f+**+**t+f***+********+++****++*+*******+*************:t* *+****r*******a*
Statenent Nruriber: R030004583 Arnount: $3,490.59 09/L2/2OO3O3:46 pM
Payment Method: Check Inilr DDG
Notation: K.C. Comparry
97 LL
Permit No: 803-0255 Type: ADD/AL,T COMM BUIIJD PERITT
Parcel No: 2101054 0503 0
Site Addresg: 350 E LIONSHE;AD CR VAfL
Irocacion:
Toeal Feea: $3,490.69
Thia Palment: $3,490.59 Tolal ALL, Prnte: $3,490.69
Balance: S0.00
*l * * *++* + *+ * +r ++ * t * r+ *** *+* * * *+ * * | *|'t 'i + + ++* t + +* t+*+ * +** * * ++++** * +* +*+ ++ + + * t'* + *+ t{' + + + t+*++ *+ +
ACCOI.INT ITEM LIST:
Account Code Description Current pmts
BP OO1OOOO31111OO BUILDING PERMIT FEES 2.T1.3.75
PF 00100003112300 PLAN CHECK FEES t.373.94
t.lc 00100003112800 wtLL CALL INSPECTI0N FEE 3.00
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR
MWN OFVIN
75 S. Frontage Rd.
Vail, Colorado 81657
Fees:
+ D 8go3 o3{}t Building Permit #:
-o5v,
tOWf,f Of Ve,l eU,rO,*O ,r*",, OPPBgfrlbF bb
Separate Permits are required for electrical, plumbing, mechanical,
CONTRACTOR INFORMATION
COMPLETE VALUATIONS FOR BU]LDING PERMIT Labor & Materials
OR OFFICE USE ONL
own of Vail Reg. No.:Contact and Phone #'s:
Email address:
BUILDING:$ELECTRICAL:$ LO,OOO OTHER: $
MECHANICAL: $rorAl: $ 3D)boo.0 PLUMBING: $
For Parcel # Contact Assessors Office at 970-328-8640 or visit
Parcer# Ll o l- ooq - obo<o
JobAddress: 3?OE LrotSAer.l C,,f Job Name: LOlq, cut L',^r^r^,| m_ COrdoS
Filing:Subdivision:
ers Name: JCft Address: 3?o e/-ru.nA.o./ C, r one: .7 76_L7cf)
description of work:
"h4 lnh/e4P.o Ae/"a I
WorkClass: New() Addition()Remodel ( )Repair(fiDemo( ) Other( )
Does an EHU exist at this location: Yes ( ) No ( )Work Type: Interior ffi Exterior {\ Both ( )
mercial ( ) Restaurant ( ) Other 0{Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family
No. of Accommodation Units in this building: / Z No. of Existing Dwelling Units in this building:
No/Tvoe of Fireolaces Existinq: Gas Appliances (II Gas Loqs ( ) Wood/Pellet ( ) Wood Bu
No/Tvoe of Fireolaces Prooosed: Gas Appliances (c4 Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED
Does a Fire Sorinkler Svstem Exist: Yes Does a Fire Alarm Exist:
07 t2612002 \\VAiI\dAtA\CdEV\FORMS\PERIVITS\BLDGPER|\il,DOC
IOlfl\l
Depaftment of Community Development
ProjectName: I ollr oL Lunrk^.! Z- .
This Chuklist must be comoleted before a Buildina Permit application is
acceoted,
All pages of application is complete
Has DRB approval obtained (if required) Provide a copy of approval form
Condominium Association letter of approval attached if project is a Multi-Family complex
Complete site plan submitted
Public Way Permit application included if applicable (refer to Public Works checklist)
Staging plan included (refer to Public Works checklist) No dumoster,oarkino or material storaqe
allowed on roadwavs and shoulders without written aooroval
Asbestos test and results submitted if demolition is occurring
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(S sets of plans for Multi-Family and
Commercial Buildings)
Window and door schedule
Full structural plans, including design criteria (i.e.loads)
Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soils Report must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on plans
Types and quantity of fireplaces shown
Questions? Call the Building Tea
o
mat 479-2325
II
Date of submittal:
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Applicant's Signaturel
\Wail\data\cdev\FORMS\PERI\4lTS\BLDGPERIM.DOC
Received By:
04to2n003
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works)
review and approval, a Planning Depaftment review or Health Department review, and a review
by the Building Department, the estimated time for a total review will take as long as three (3)
weeks.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this depaftment to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the permit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for.
Agreed to by:
Print name
Project Name:
Date:
F: everyone/forms/bldperm3
Signature
L1.l2L/2aa3 13:32 724e628488
a
WISS JANNEV ELSTN
\fJE lr*lilrir,,, ,,
2l Novernber 2003
Via Fo<:(970) 479-24s2 Original to follow by mail,
ER o PAGE OLlAI
lMss, Janey, E&uer Attoriitrr In<.
10881 W. Adrury Avr,5uie 110
takcworrl, (olondo 80227
i:0962n688 tel | 720.962348{l rdr
wuw.wie,com
Mr. CharliE Davis
Chief Building Official
Town ofVail
75 South Frontage Road
Vail, Colorado 81657
Re: Structural and Waterproofing Repairs
Lodge at Lionshead III
Lionshead, Colorado
WJENo.2003.1942
Dear Mr. Davisl w3"o2
Over the past couple of months. Wiss, Janncy" Elstner Associates (VJE) has performod periodic on-site
consfuction observation for tlre above-refcreaced project. As Engineer-of-Record for the project we are
providing tlris letter pertainiog to speoial inspections for the structural framing repairs, waterproofing,
t'ireproofing, and othcr related compooenb of the repair.
Ba-scd on our site observations and review of prodnct subm ittals, we believe the repair work performed by
KC Company. Ino. to bc in substantial coirfonnance with our design and the related-code requirement*.
This includes thc structural framing of the walls and floors, and thc installation of the waterprcofing and
fireproofiu.g.
Please accept this letter as confirmation of special inspection fot thosc itenrs, Ifyou have any questions
or concerns, please call.
Sincerely,
ASSOCIATES,INC.
Cc: Wayne Haskins (97Q aD-5217
JeffBailey (9'lo) 479-9s36
P:2003. | 942. | 1.21.03 rpccial inslrction
ll.,adquanete & Lrboratorie! Northlrork, lllinoii
All,)rlli Itlustin lBoslon lCfih.agrl lClcnrl,rnd lihllas lDcnv*r lf)eroit Honoluhr iHouston lMrrnnhrs
Mrrrnei|polir I Ncw il,rven I tthw Yortr I Prinelon i San [r,]r\(is(o | tsaiiJe i W,:rhington, LtC
-n6ffeo
Nov ? 4 1uLr3
rovcils'oEv'
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ffi.i'l.T'.n u-4;?'
16 g;.rr-..q
fu,;nrq$
Christopher M,
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Wiss,\fJE '' r.,,
Janney, Ebtner ksociites, Inc
1rl,!l W A.bL ry l,;i: irilrr 11ir
L,r,.a1,Jc|()d Ir c)r,t]o 80lli
/r'11.'.rr2 3n8i t. il0.!rirj.f,lSB trr
www.wje.com
2l November 2003
Via Fax:(970) 479-24s2 Original to follow by mail.
Mr. Charlie Davis
Chief Building Official
Town of Vail
75 South Frontage Road
Vail, Colorado 81657
Re: Structural and Waterproofing Repairs
Lodge at Lionshead III
Liolshead, Colorado
WJE No. 2003.1942
Dear Mr. Davis:
Over the past couple of months, Wiss, Janney, Elstner Associates (\(.f E) has performed periodic on-site
construction observation for the above-referenced project. As Engineer-of-Record for the project rve are
providing this letter pertaining to special inspections for the structural framing repairs, waterproofing,
fireproofing, and other related components ofthe repair.
Based on our site observations and revierv of product submittals, we believe the repair work performed by
KC Company, [nc. to be in substantial conformance with our design and the related-code requirements.
This includes the structural framing of the walls and floors, and the installation of the waterproofing and
fireproofing.
Please accept this letter as confirmation of special inspection for those items. If you have any questions
or concems, please call.
Sincerelv-
WISS. JANNEY. ELSTNER ASSOCIATES. INC,
1
,nrrttffi.
Senior Associate
Cc: Wayne Haskins (970) 479-5217
JeffBailey (970)479-9536
P;2003. 1942-l I -2 I -03 special inspection
Headquarters & Laboratories . i'r. ,, i ri,i.
I r,.t-: , i ,,1 ri j -
l,:ri r.l!: r | .l ,.ilji. - :rrrrl. ,j.,,i,r,i:jl
ffi.*}1.'#'.*u
iE ssgeo $i tY h'2,-o3=.:.8,
Ke]"........::iS#fr,?m'^$
T|.re todge at Lion5Head
Date: August 26, 2003
To: Town of Vail
Attention LR.
From: Lodge at Lionshead
Re: Repair project
Dear Town of Vail,
Rich Caples of KC Company has approval from Lionshead III Condominium
Association for the plaza deck repair project as specified in project manual
provided by Wiss, Janney, Elstner.
Please feel free to call with any questions or concerns.
sinc$
wffinasins Asent
Lionshead III Condominium Association
Professionally Managed by Peak Resort Services, Inc.
380 East Lionshead Circle Vail, Colorado 81657 (970\ 476-2700
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PROJECTMAI\ruAL
FOR
STRUCTIJRAL REPNRS AITD WATERPROOFING REHABILITATION
AT LODGE AT LIONSHEAD trI CONDOMINIUMS
380 EAST LIONSIIEAD CIRCLE
VAIL,COLORADO
JULY 2OO3
WJE No.2003.1942
n)&-= zU
T30=
ENGINEER/ARCHITECT:
Wiss, Janney, Elstner Associates, Inc. (WJE)
1088 I West Asbury Avenue, Suite I l0
Lakewood, Colorado 80227
phone: (720) 962-8688
fax: (720)962-8688
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TABLE OF CONTENTS
BIDDING AND CONTRACT REQUIREMENTS
00020: Invitation to Bid
00100: Instructions to Bidders
00310: BidForm
List of Subc ontractors
00501: Agreement Form
00600: Perfonnance Bond and Payment Bond
00701: General and Supplementary Conditions
SPECIFICATIONS
DryISION I: GENERAL REQUIREMENTS
01010: Summary of Work
01039: hoject Meetings
01060: Regulatory Requirements
01300: Submittals
01400: QualitY Control
01500: Construction Facilities and Temporary Controls
01710: Cleaning-UP
01740: Contractor Warranties
DIVISION 2: SITE WORK
02050: Demolition and Removal
02813: Landscape Irrigation System
DMISION 3: CONCRETE
03300: Concrete Slab-on-Grade aud Slab-on'Deck
03366: Patching of Deteriorated Concrete
03603: Epoxied-InDowels
DTVISION 5: METAL
05500: Metal Fabrications
DIVISION 6: WOOD AND PLASTICS
06100: Rough CarPentrY
DIVISION 7: THERMALAND MOISTURE PROTECTION
07510: Protected Plaza Membrane and Subsurface Drainage System
07510: Traffrc Coating
07600: Flashing and Sheet Metal
07900: Sealants
DIVISION 9: FIMSI{ES
09220: Fiber-Reinforced Portland Cement Stucco
09900: Painting
JULY 2OO3 Lodee at Lionshead III Condominiums TOC-t
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DRAWINGS
o r. Cover Sheet and General Notes
2. Plaza and Unit Franing
3. Plaza and Framing Debils
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ENDOFCON]INTS
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o nrLY 2003 Lodge at Lionshead III Condominiums TOC-2
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SECTION OOO2O
INVITATION TO BID
Sealed bids will be received on behalf of the Owner, the Lodge at Lionshead III, by Wiss, Janney, Elstner
Associates, Inc. (WJE) for the fumishing of all labor, materials, transportation and services required to
perform the structural repairs and plaza rehabilitation work at the Lodge at Lionshead III Condominiums,
380 East Lionshead Circle, Vail, Colorado, including all work related thereto.
All bids shall be on a Lump Sum and Unit Price basis, as noted.
Each bid shall be in accord with documents prepared by WJE, 10881 West Asbury Avenue, Suite I10,
Lakewood, Colorado 80227, phone: (720) 962-8688, fax (720) 962-8488.
Bids shall be filed with Wiss, Janney, Elstner Associates, Inc. (WJE), 10881 West Asbury Avenue, Suite
110, Lakewood, Colorado 8O227, on or before 200 p.m. (local time), Monday, August 18, 2003. Bids
will not be opened publicly. Faxed copy is acceptable, if followed by original in the mail.
Copies of Bidding and Contract Documents may be obtained from the Engineer in accord with the
Instmctions to Bidders.
Each bidder must be a contractor having all appropriate licenses and certifications required by all
govemrnental and regulatory agencies that have jurisdiction over the performance ofthe proposed Work.
The successful bidder may be required to furnish a Performance Bond and a Labor and Material Payment
Bond in an amount equal to 100% of the Contract Price, said bond to be secured from a surety company
satisfactory to the Engineer and Owner.
The Owner reserved the right to reject any and all proposals and-/or waive any irregularity in any proposal
received.
Each bidder must attend a mandatory prebid walk+hrough at 10:00 a.m. (local time), Thursday, August
7,2003. The walk+hrough will commence promptly at the time specified in lobby of the East Building.
Work to commence on September 2, 2003 and be substantially complete by November 7, 2003.
The Owner reserved the right to assess liquidated damages of $1,000.00/day beyond November 14, 2003
for loss of use of units.
END OF SECTION
t.o2
1.03
1.04
1.05
1.06
l 07
1.08
1.09
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SECTION OOIOO
INSTRUCTIONS TO BIDDERS
1.01 PROJECT: Stnrctural Repairs and Waterproofing Rehabilitation
I.O2 GENERAL DESCRIPTION OF WORK:
In general, the scope of work includes, but is not necessarily limited to, the following:
1. Remove existing brick pavers, wood-framed fences, sod, sections of concrete topping, sand and
peagavel mix setting bed and properly store or dispose of materials.
2. Remove and dispose of existing built-up asphaltic waterproofing membrane and flashings from
top surface of structural deck and wood-framed walls.
3. Inspect and repair existing buried electrical supply lines.
4. Remove and dispose of existing damaged wall and floor framing, including drywail, stucco,
interior finishes, concrete, batt insulation, and electrical.
5. Install new wood framing and Frnishes for unit walls and floors.
6. Install new two-level drain and associated piping.
'1 . Install new concrete curb along south edge of existing carport, east and west perimeter, and along
north perimeter.
8. Install new waterproofing, protection board and drainage medium on top surface of sauctural
deck, and perimeter walls.
9. Install setting bed and new colored, stamped concrete or reinstall existing brick pavers.
10. Install traffic coating on exposed concrete at stairs.
I 1. Install new wood-framed fences and sod.
Re: Drawings and specifications.
1.03 DOCUMENTS: Each invited contractor may obtain one set of the Drawings and Project Manual from the
Architect without charge.
1.04 EXAMINATION OF DOCLTV{ENTS AND SITE: Bidders shall carefully examine the Drawings,
Specifications, and other Contract Documents and shall satisff themselves as to their sufficiency and shall
not at any time after the submission of the bid, dispute or plead misunderstanding in regard to the location,
extent, nature and amount of work to be performed. Bidders will be presumed to have visited and
inspected the site and to have familiarized themselves with the existing conditions, and the submitting of a
bid will be considered as acknowledgrnent on the part of the bidder of familiarity with conditions at the
site.
1.05 RESOLUTION OF DISCREPANCIES AND AMBIGUITIES: Should a bidder find discrepancies in, or
omissions from the Drawings or other Contract Documents, or should he be in doubt as to their meaning,
he shall at once notiry the Architect, and should it be found necessary, a written addendum or clarification
will be sent to all bidders. It shall remain, however, the responsibility of all bidders to make inquiry as to
addenda and clarifications issued as all addenda and clarifications become a part of the Contract and all
o ruLY 2003 Lodge at Lionshead III Condominiums 00100- I
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bidders shall be bound thereby, whether received by them or not. Neither the Owner nor Architect wiil be
responsible for any oral, telegraphic, or telephonic instructions, interpretations, proposals or modifications.
1.06 PREPARATION OF BIDS: In order to receive consideration, bids shall be made in accord with the
following:
A. Bids shall be made on the form bound with the Project Manual. All items shall be filled out;
numbers shall be stated both in writing and in figures, signatures of all persons signing shall be in
longhand; completed forms shall be without interlineations, alterations or erasures.
B. Bids shall not contain any recapitr-rlation ofthe work to be done; alternative proposals will not be
considered unless called for; no oral, telegraphic or telephonic proposals or modifications will be
considered.
C. Bids shall be submitted as set forth in the Invitation to Bid and shall be sealed in an opaque
envelope bearing the title of the project and the name ofthe bidder.
l.Oi LIST OF SUBCONTRACTORS: Each bidder shall submit, along with his bid, the name and the location
of the mill, shop or office of each subcontactor who will perform work or labor or render service to the
Confiactor in or about the construction ofthe work.
The Contractor whose bid is accepted, shall not, without the written consent of the Owner, either:
A. Substitute any person as subcontractor in place ofthe subcontractor designated in the original bid,
or
B. Permit any subcontract to be assigned or transferred or allow it to be performed by anyone other
than the original subcontractor, or
C. Sublet or subconfiact any portion of the work as to which his original bid did not designate a
subcontractor.
1.08 MODIFICATION AND WITHDRAWAL OF BID: Bids may not be modified after submittal. Bid may be
withdrawn by the bidder at any time prior to the time fixed for opening of bids. Except as otherwise
required by law, no bidder may withdraw his bid for a period as stated on the Bid Form contained in this
Project Manual.
1.09 DISQUALIFICATION: The Owner reserves the right to disqualiff any bid, before or after opening, upon
evidence ofcollusion with intent to defraud or other illegal practices on the part ofthe bidder.
l.t0 LICENSE QUALIFICATION: All contractors and subcontractors, including contactors bidding under
joint vennrre agreements, shall have all appropriate licenses and certifications required by all
govemmental and regulatory agencies that have jurisdiction over the performance ofthe proposed Work-
1.1I CORPORATION AS BIDDER: h case a bid be submitted by a corporation it shall be signed in the name
ofsuch a corporation by a duly authorized officer or agent thereof. Certificates will be required attesting to
the existence ofthe corporation as well as evidence that the officer or agent signing is duly authorized to
do so.
t.r2 EXECUTION OF CONTRACT:
A. The Owner reserves the right to accept any bi4 and to reject any and all bids, or to negotiate
Conract terms with the various bidders, when such is deemed by the Owner to be in his best
interest.
o JULY 2OO3 Lodge at Lionshead III Condominiums 00100-2
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B. Each bidder shall be prepared, if so requested by &e Owner, to present evidence of his
experience, qualifications, and financial ability to carry out the terms ofthe Contact.
C. Nofwithstanding any delay in the preparation and execution of the formal Contact Ageement,
each bidder shall be prepared, upon written notice of bid acceptance, to commence work on date
stipulated in Notice to Proceed from the Owner.
D. Work to cornmence on September 2,2003 and to be substantially completed by November 7,
2003.
E. The Owner reserves the right to assess liquidated darnages of $1,000.00/day beyond November
14,2003, for loss ofuse of units.
F. The accepted bidder shall assist and cooperate with the Owner in preparing the formal Confract
Asr€ement.
END OF SECTION
o JULY 2OO3 Lodse at Lionshead III Condominiums 00100-3
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SECTION OO3IO
BID FORM
To: Lodge at Lionshead III Condominium Association
c/o: Wiss, Janney, Elstner Associates, Inc.
10881 West Asbury Avenue, Suite I l0
Lakewood, Colorcdo 80227
Project: Structural Repairs and Plaza Rehabilitation
Lodge at Lionshead III Condominiums
380 East Lionshead Circle
Vail, Colorado 881657
Date:
Bid Submitted By (List only name of bidder):
Gentlemen:
1.01 The undersigned, hereby offers to enter into a Contract with the Owner to perform the Work, based on the
following:
BASE BID: All Work required to construct the Project, complete, for the Contract Sum of:
Dollars ($ ).
1.02 Additional cost to fumish bonds, if required:
Performance and Pavment Bond: Add Dollars ($_).
I.O3 ALTERNATES:
A. Alternate l: Cost to reuse existing concrete brick pavers and supplement existing supply with
matching pavers in lieu ofnew colored stamped concrete:
Dollars (S_).
B. Alternale 2: Cost to include a Performance and Payment Bond per Section 00600 of the
specifications.
Add Dollars ($ ).
1.04 I.-NIT PNCES:
Contractor is requested to fill in the unit prices for additional items, for each item described below. The
uniVquantity may be added to or reduced from that specified in the Base Bid.
No.Item/Description UniUQuantify Unit Price
Remove and retiame lntenor tloor of unit, rncluding
finishes to match existine.
each s
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1.05
1.06
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1.08
1.09
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In addition to the information requested in the Bid Form above, the Contractor is requested to indicate, in
general terms, a plan and schedule for phasing of the actual constuction work. This plan should indicate,
at a minimum, the period of time (i.e. 8 weeks) to perform certain tasks (i.e. demolish, re-waterproof,
install new concrete topping/landscaping).
The undersigned has checked carefully all the above figures and understands that the Owner will not be
responsible for any enors and omissions on the part of the undersigned in making up this bid.
The undersigred hereby acknowledges the receipt of addenda numbered:
Number Date
The undersigned agrees not to withdraw his bid for a period of sixty (60) calendar days following the date
set for receipt of bids.
The undersigned agrees to substantially complete the Base Bid Work (with or without any combination of
Altemates 1 and 2) by November 7 , 2003, the date of the Notice to Proceed given by the Owner to the
Contractor. Downtime due to weather will be in addition to these days, and will be defined as days or
half-days in which work could not reasonably be efticiently performed, in the opinion of the Contractor
and WJE, due to weather-related conditions.
By signing this Bid Form, the undersigned acknowledges that, in the process of preparing this bid, he has
examined: the place of the Work, and all matters referred to in the Instructions to Bidders; he has read and
understands the requirements of the Contract Documents.
The undersigned acknowledges his obligation to identifr below any errors, omissions, conflicts, code
violations or improper use of materials that he has discovered in his examination of the Contract
Documents that could interfere with the timely completion, or increase the cost, or reduce the
performance, of the Work for which the undersigned will be responsible.
Except as noted below, the undersigned has no objection to, or reservation about, the materials to be
fumished or the conditions under which they will be installed, or the sufftciency of the Contract
Documents; he is satisfied that he can complete his contractual responsibilities in a good workmanlike
manner without extensive modifications or additional expense.
EXCEPIONS (if any):l.ll
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l.t2 The undersigned understands that the Owner reserves fte right to reject any and all bids or to waive any
irregularity in any bid received.
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1.13 The undersigrred hereby certifies that his bid is genuine and not sham or collusive, or made in the interest
or in behalfofany person herein named; and that the undersigned has not directly or indirectly induced or
solicited any other bidder or any other person, firm or corporation to refrain from bidding; and that the
undenigned has not in any m.rnner sought by collusion to secure for himself an advantage over any other
bidder.
l.l4 ln accord with the requirernents of the lnstructions to Bidders, the undersigned has included a list of
subcontractors which he proposes to use on this project, which list is attachcd hercto.
l.l5 Bid Form Signature(s):
Name of Bidder:
(Print or type full legal name of proprietorship, parhership, corporation, etc.)
Address of Bidder:
Telephone No.Fax No.
Applicable Contractor License No. (if required):
Classification:
Sisnature of Authorized Officer:
Print or Type Name of Autlorized Officer:
Title:
Nature of firm (corporation, partrership, etc.)
If Corporation, organized under the Laws ofthe State of
SEAL
(If Corporation)
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Ifthe bidder is
the lines below
Signature:
Printed Name:
Signature:
Printed Name:
Signature:
Printed Name:
Signature:
Printed Name:
a joint ventrre or partnership, each member of the joint venture or partnership must sign on
Title:
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LISTOF SUBCONTRACTORS
Herewith is the list of Subconractors referenced in the Bid submitted by:
(Bidder)
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and which is an integral part of the Bid Form.
The following work will be performed (or provided) by Subconoacton and coordinated by us:
SECTION ORNATI.JRE OF WORK SUBCONTRACTORNAME
END OF SECTION
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SECTION 00501
ACREEMENT FORM
The AGREEMENT FORM of this Contract is the "Standard Fonn of Agreement Between Owner and Contractor"
(Stipulated Sum Basis) of the American Institute of Architects, Document Al0l, 1997 Edition.
The following additions and modifications shall be made to this document:
ARTICLE 3
DATE OF COMMENCEMENT AND STJBSTANTIAL COMPLETION
Add the following:
Work to be performed under this Contract shall be commenced on a date to be specified in the 'Notice to Proceed"
issued by the Owner to the Contractor.
The Contractor shall achieve substantial completion of the entire Work witiin the period of time stipulated in the
Bid Form.
Liquidated damages of S1,000.00/per day can be assessed by the Owner's Representative if work is not
substantially complete and loss ofuse of units occurs after November 14,2003.
ARTICLE 5
PAYMENTS
Page 3, Paragraph 1.5.1.3:
Modify to read: "Provided that an Application for Payment is received by the Engineer not later than the
thirtieth (30th) day of a month, the Owner shall make payment to the Contractor not later than the thirtieth
(30th) day of the following month.
END OF SECTION
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SECTION 00600
PEMORMANCE BOND AND PAYMENT BOND
Upon award of the Contract, the Contractor may be required to fumish both a Performance Bond, and a Payment
Bond covering the faithful performance of the Contract Agreement. The Performance and Payment Bonds shall be
made in the amount of the Conract Price. The Contractor shall include in his base proposal amount the total
premiums for the Performance Bond and the Payment Bond.
Each contractor shall be obligated to and shall specifically consent to the provisions of the December 1984 edition
of the "Performance Bond" and "Payment Bond" fun..i.- Institute of Architects (AIA) Document A312.
Directions for Preparation of Performance and Labor and Material Bonds:
l. Individual sureties, partnenhips or corporations, not in the swety business will not be acceptable.
2. The name ofthe Principal shall be shown exactly as it appears in the Contract.
3. If the Principals are partners or joint venturers, each member shall execute the bond as an
individual, with his place of residence shown.
4. If the Principal is a corporation, the bond shall be executed under its corporate seal. If the
corporation has no corporate seal, the fact shall be stated, in which case a scroll of adhesive seal
shall be affxed following the corporate name.
5. The curent power-of-attomey of the person signing for the surety company must be attached to
each bond.
6. The date ofthe bond must not be prior to the date ofthe Contract.
END OF SECTION
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SECTION OOTOI
GENERAL AND SUPPLEMENTARY CONDITIONS
The GENERAL CONDITIONS of this Contract is the "General Conditions of the Confract for Construction,"
American Institute of Architects Document A20l , 199'l Edition, hereinafter referred to as the "General
Conditions," which document is hereby specifically made a part of the Contract Documents with the same force
and effect as though set forth in full herein. A sample copy of this document is attached following this
specification section for convenience.
The following SUPPLEMENTARY CONDITIONS contain modifications of the AtA General Conditions in the
form of additions, deletions, and substitutions. Where any part of the AIA General Conditions is modified or
voided by the Supplementary Conditions, the unaltered provisions ofthe former shall remain in effect.
Wherever the word "Architect" or "Engineer," or a derivative of either appears in the General Conditions, or any of
the Contract Documents, the words should be considered interchangeable with each other.
ARTICLE I
CONTRACT DOCIJMENTS
Page 9, Paragraph 1.2
Add the following new subparagraphs:
1.2.4 In general, Specifications indicate qualities of materials and workmanship and Drawings indicate
dimensions, locations, quantities and details of construction. Figured dimensions take precedence over
scaled measurements. Detailed Drawings and Specifications take precedence over general Drawings and
Specifications. Supplementary details and instructions, approved revisions of later date and addenda take
precedence over original documents, information and earlier addenda. ln the event of ambiguity in
quantity or in quality, the greater quantity and the bener quality shall be provided in accordance with the
Engineer's interpretation. The Engineer shall be notified of all ambiguities. Work not particularly
detailed, marked or specified, shall be the same as similar parts that are detailed, marked or specified.
1.2.5 The Drawings shall not be scaled for dimensions. If figured dimensions are not given, the
Contractor shall request same from the Engineer giving reasonable advance notice.
1.2.6 Before ordering any material or doing any work, the Contractor shall veriff all measurements and
all existing conditions at the Project. The Contractor shall be responsible for the correctness of all
quantities and dimensions, and no extra charge or compensation shall be allowed on account of difference
between actual dimensions and the measurements indicated on the Drawings. Any differences in assumed
existing conditions which may be found shall be submitted to the Owner for consideration before
proceeding with the work.
1.2.7 When a substitute or alternate is requested by the Contractor, and such substitute or altemate is
accepted by the Engineer, the Contractor shall bear all additional costs which may arise directly or
indirectly from the use of the substitute or alternate.
Page 10, Paragraph 1.6.1:
Modiff end of third sentence to read: "and will retain all common law, stahrtory and otier reserved rights,
in addition to the copyrights, except as granted to the Owner as stipulated in other agreement(s)."
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ARTICLE 3
CONTRACTOR
Page 13, Paragraph 3.3
Add the following new subparagraphs:
3.3.4 Where Work of one trade joins or is on other Work (including existing construction and work of
sepamte contractors), there shall be no discrepancy when the Work is completed. In engaging one kind of
Work with another, marring or damaging same will not be permitted. Should improper Work of any trade
be covered by another trade which results in damage or defects, the whole Work affected shall be made
good by the Contractor without expense to the Owner. Any unsatisfactory conditions shall be reported to
the Engineer and no Work shall be done in the affected area until the unsatisfactory conditions have been
eliminated. Starting Work will mean acceptance by the Contractor of the areas as satisfactory.
3.3.5 The Contractor shall coordinate all Work of like material in order to produce harmony of matching
finishes, textures, colors, etc., throughout the various components of the Project.
3.3.6 Where it is required in the Contract Documents that materials, products, processes, equipment or the
like be installed or applied in accord with manufacturer's instructions, directions, or specifications or
words to this effect, it shall be construed to mean that said application or installation shall be in strict
accord with cunent printed instructions furnished by the manufacturer of the material concerned for use
under conditions similar to those at the job site. Fumish one (l) copy of instructions to the Engineer.
3.3.7 Atl attachments, connections or fastenings ofany nature are to be properly and permanently secured
in conformance with good industry practice and Contractor is responsible for providing them according to
these conditions. Drawings show only special requirements to assist Contractor; they do not illustrate
every such detail.
3.3.8 The Contractor shall coordinate the relations of the various trades to the progress of the Work and
shall see that required anchorage or blocking is fumished and set at proper times. Anchorage and blocking
necessary for each trade shall be a part of same, except where stated otherwise.
ARTICLE 4
ADMINISTRATION OF THE CONTRACT
Page 23, Paragraph 4.6
Add the following new paragraph:
4.6.7 As a condition precedent to, and as additional consideration for, the award of any contract or
subcontract pursuant to these Contract Documents, tbe Contractor and all subcontractors, suppliers,
engineers, architects and other parties to the performance of the Work, do agree that in the event any party
institutes a suit or arbitration against any other party because of any alleged failure to perform properly
hereunder, or any alleged error, omission, breach of warranty, negligence, or malpractice hereunder, and if
such suit is not successfully prosecuted to a judgment in favor of the party plaintiff, or if it is dismissed, or
if a judgment is rendered for any defendant or defendans, the party instituting the suit hereby agrees to
pay in full all reasonable costs of defense, including but not linited to attorney fees, expert witness fees,
costs of investigations in preparation for trial, professional time expended by principals and employees of
the wiming party, and that the same shall be taxed as cost in said action and judgment entered thereon.
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Further, if such suit is successfully prosecuted to a judgment in favor of the party plaintiff, the party or
parties defendant hereby €rees to pay in full all reasonable costs incurred by the party plaintiff in
prosecuting the suit, including but not limited to attomey fees, expen witness fees, costs of investigations
in preparation of trial, professional time expended by principals and employees of the party plaintiff, and
that the same shall be taxed as cost in said action and judgment entered thereon, except such payment shall
not exceed the amount of the judgment itself.
ARTICLE 7
CHANGES IN THE WORK
Page 27 , Paragraph 7.3
Change subparagraph 7 .3.6 as follows:
In the first sentence, delete the words "a reasonable allowance lor overhead and profit" and substitute "an
allowance for overhead and profit in accordance with subparagraph 7.3.10 below.
Add the following subparagraph 7.3.10 to paragraph 7.3:
7.3.10 In Subparagraph 7 .3.6, the allowance for the combined overhead and profit included in the total
cost to the Owner shall be based on the followine schedule:
I . For the Contractor, for Work performed by the Contractor's own forces, l0 percent of the cost.
2. For the Contractor, for Work performed by the Confactor's Subcontractor, 5 percent of the
armount due the Subcontractor.
3. For each Subcontractor or Sub-subcontractor involved, for Work performed by that
Subcontractor's or Sub-subcontractor's own forces, 5 percent ofthe cost.
4. For each Subcontractor, for Work performed by the Subcontractor's sub-subcontractors. 5 percent
of the amount due the sub-Subcontractor.
5. Cost to which overhead and profit is to be applied shall be determined in accordance with
Subparagraph 7.3.6.
6. ln order to facilitate checking of quotations for extras or credits, all proposals, except those so
minor that their propriety can be seen by inspection, shall be accompanied by a complete
itemization of costs including labor, materials and Subcontracts. Labor and materials shall be
itemized in the manner prescribed above. Where major cost items are Subcontracts, they shall be
itemized also.
ARTICLE 8
TIME
Page 29, Subparagraph 8.3.1
In sixth and seventh lines, delete "Architect" and substihrte therefore, "Owner."
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ARTICLE 9
PAYMENTS AND COMPLETION
Page 29, Paragraph 9.3
Add the following sentence at the end of Paragraph 9.3. l.:
In addition, the Owner requires that lien waivers (partial) from the Contractor and all sub'conuactors and
suppliers, including all arnounts paid through all prior payment(s), and invoices for materials stored on-site
be included as supporting data with the application.
Add the following Clause 9.3.1.3 to 9.3.1:
9.3.1.3 Until Substantial Completion, the Owner shall pay 90 percent ofthe amount due the Contractor on
account of progress payments.
Page29, Paragraph 9.3
Add the following new subparagraph:
9.3.1 .4 In the event that Work performed falls behind schedule of Work submitted, or is not in
conformance with the contract requirements, a total oftwenty-five percent (25%) of each payment request
will be withheld until Work again coincides with or exceeds schedule, or is in conformance with contract
requirements, respectively.
ARTICLE IO
PROTECTION OF PERSONS AND PROPERTY
Page 36
Add the following new subparagraph:
10.7 The Contractor shall take all necessary precautions to avoid damage to existing materials, equipment,
improvements, or adjacent properties that are to remain in place or are to be salvaged. Any damaged items
shall be repaired or replaced to the Owner's satisfaction, without cost to the Owner.
ARTICLE I I
INSI.JRANCE
Page 36, Paragraph I L l
Add the following subparagraph:
11.1.1.8 Liability insurance shall include all major divisions of coverage and be on a comprehensive basis
including:
l. Premises Operations (including X, C and U as applicable)2. lndependentConmdors'Protective
3. Products and Completed Operations 4. Personal Injury Liability with Employment Exclusion deleted.
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5. Contractual, including specified provision for the Contractor's obligations under
Paragraph 3. 18.
6. Owned, non-owned and hired motor vehicles.
'/ . Broad Form Property Damage including Completed Operations.
8. Umbrella excess Liability.
Add the following subparagraph:
1 L 1.1.9 If the General Liability coverages are provided by a Commercial General Liability Policy on a
claims-made basis, the policy date or Retroactive Date shall predate the Contract; the termination date of
the policy or applicable extended reporting period shall be no earlier than the termination date of
coverages required to be maintained after hnal payment, certified in accordance with Subparagraph 9.I0.2.
Add the following subparagraph:
I I .l .2. I The insurance required by subparagraph I I . I . I shall be written for not less than the following, or
greater if required by law:
1 . Workels Compensation: Statutory
Employer's Liability: S 1,000,000
2. Comprehensive Commercial General Liability (including Premises-Operations;
lndependent Contractors' Protective; Product and Completed Operations; Broad Form
Property Damage; Contractual Liability Endorsement):
Combined single limits for bodily injury and property damage:
$ I,000,000 Each occurrence
$ 1,000,000 Annual aggregate
Property Damage Liability insurance shall provide X, C, or U coverages.
Broad form property damage coverage shall include completed operations.
3. Contractual Liability:
Bodily Injury:
$ 1,000,000 Each occurrence
$ 1,000,000 Annual aggregate
Property Damage:
$ I,000,000 Each occurrence
$ 1,000,000 Annual aggregate
4. Personal Injury, with Employment Exclusion deleted:
$ 1,000,000 Annual aggregate
5. ComprehensiveAutomobileLiability:
Combined single limits for bodily injury and property damage:
$1,000,000 Each occunence
$ t,000,000 Annual aggregate
6, If the General Liability coverages are provided by a Commercial Liability policy, the:
(a) General Aggregate shall be not less than $500,000 and it shall apply, in total, to
this Project only.(b) Fire Damage Limit shall be not less than $500,000 on any one Fire.(c) Medical Expense Limit shall be not less than $500,000 on any one person.
7 . Umbrella Excess Liability:
$5,000,000 over primary insurance
Add the following sentence to subparagraph I l.l .3:
If this insurance is written on the Comprehensive General Liability policy form, the Certificates shall be
AIA Document G705, Certificate of lnsurance. [f this insurance is written on a Commercial General
Liability policy form, ACORD form 25S will be acceptable.
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Page 36, Paragraph I1.4
Add the fotlowing clause to subparagraph 1 1.4.1:
11.4.1.6 The insurance required by Paragraph I 1.4 is not intended to cover machinery, tools or equipment
owned or rented by the Conkactor which are utilized in the performance of the Work but not incorporated
into the permanent improvements. The Contractor shall, at the Contractols own expense, provide
insurance coverage for owned or rented machinery, tools or equipment which shall be subject to the
provisions of Subparagraph I 1.4.7.
Page 39, Paragraph I 1.5
Delete subparagraph I 1.5.1 in its entirery and substitute the following:
I 1.5.1 The Contractor may be required to frrmish bonds covering faithful performance of the Contract and
payment of obligations arising thereunder. Bonds may be obtained through the Conmcbr's usual source
and the cost thereofshall be included in the Conract Sum. The amount ofeach bond shall be equal to 100
percent of the Contact Sum.
I I .5. 1. I The Contractor shall deliver the required bonds to tlre Owner not later than three days following
the date the Agreement is enter€d into, or if the work is to be commenced prior thereto in response to a
letter of intent, the Contractor shall, prior to the commencement of the Work, submit evidence satisfactory
to the Owner that such bonds will be furnished.
I I .5.1.2 The Contractor shall require the attomey-in-fact who executes the required bonds on behalf of
the surety to affix thereto a certified and curent copy of the power of attomey.
ARTICLE 12
UNCOVERING AND CORRECTING WORK
Page 40, Paragaph 12.2
Change all references of "...one year..." to "...two years...."
END OF SECTION
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SECTION OIOlO
SUMMARY OF WORK
PART I . GENERAL
I.OI WORK COVERED BY CONTRACT DOCUMENTS
A. The intent of this Section is to generally summarize the nature and extent of work to be
performed without in any way lirniting the specific requirements of the Contract Documents. The
Contractor shall provide all labor, plant, supplies, equipment, services, facilities, and
appurtenances which are indicated or reasonably implied by the Drawings, or as specified, or that
are required for the work described in the Contract Documents.
B. This contract orovides for:
l. Remove existing brick pavers, wood-framed fences, sod, sections of concrete topping,
sand and peagravel mix setting bed and properly store or dispose of materials.
2. Remove and dispose of existing built-up asphaltic waterproofing membrane and
flashings from top surface of structural deck and wood-framed walls.
3. Inspect and repair existing buried elecrical supply lines.
4. Remove and dispose of existing damaged wall and floor framing, including drywall,
stucco, interior finishes, concrete, batt insulation., and elecrical.
5. Install new wood framing and finishes for mit walls and floors.
6. Install new two-level drain and associated piping.
7. Install new concrete curb along south edge of existing carport, east and west perimeter,
and along north perimeter.
8. lnstall new waterproofing, protection board and drainage medium on top surface of
structural deck, and perimeter walls.
9. lnstall setting bed and new colored, stamped concrete or reinstall existing brick pavers.
10. lnstall traffic coating on exposed concrete at stairs.
I l. lnstall new wood-framed fences and sod.
1.02 WORK SCI{EDULING AND NOTIFICATION OF CLOSI.JRE OR RESTRICTION
A. The Contractor shall update dre schedule to the Architect and the Owner on a two-week basis.
For any closures or restrictions (such as loss ofuse of parking spaces or drive lanes or closure of
units), notice shall be given to the Owner at least two weeks prior to the closure or restriction.
with a reminder and verification of the closure date(s) and times and periods of: one week. two
davs. and one dav orior to closure or resffiction.
END OF SECTION
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SECTION 01039
PROJECT MEETINGS
PRECONSTRUCTION CONFERENCE: Prior to the start of work, the Contractor will arrange a
preconstruction conference. This meeting will be chaired by the Engineer. The contractor shall be
represented by his authorized project supervisory personnel. Meeting shall be attended by all
subcontractors, representative of Owner, Engineer, and othen as may be deemed appropriate. Participants
should be prepared to discuss timing, procedures for smooth job progress, items requiring clarification,
distribution of documents and conespondence.
TECHNICAL ANALYSIS MEETINGS: Meetings of a technical nature will be held on an as-needed basis
to resolve any special technical problems that may arise during the perfonnance of the Work. Contractor
shall furnish appropriate r€presentation at such meetings. The proceedings of these meetings will be
recorded and maintained by the party calling for the meeting.
END OF SECTION
1.02
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1.01
SECTION 01060
REGTJLATORY REQUIREMENTS
RIJLES, R-EGULATIONS AND CODES: All work and materials shall be in full accord with the latest
rules and regulations offederal, state and local agencies; and all other applicable federal, state and/or local
codes, laws and ordinances. References in the Specifications to "code" or to "building code" not otherwise
identifie4 shall mean the Building Code (based on the Uniform Building Code, 1997 Edition) together
with additions, changes, amendments, and interpretations adopted by the enforcing agency, and in effect
on the date of receipt of bids. Nothing in the Drawings or these Specifications is to be construed as
requiring or permitting work that is contrary to these rules, regulations and codes.
END OF SECTTON
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SECTION OI3OO
SUBMITTALS
I.OI SUBMITTALPROCEDURES
A. Transmit each submittal with Architect accepted form.
B. Subsequentially number the transmittal forms. Resubmittals to have original number with an
alphabetic suflix.
C. Identifl Project, Contractor, Subcontractor or supplier; pertinent Drawing sheet and detail
number(s), and specification Section number, as appropriate.
D. Apply Contractors stamp, signed or initialed certirying that review, verification of hoducts
required field dimensions, adjacent construction Work, and coordination of information, is in
accordance with the requirements of the Work and Contract Documents.
E. Schedule submittals to expedite the Project, and deliver to Architect at his or her business
address. Coordinate submission of related items.
F. Identifu variations from contract Documents and Product or system limitations which may be
detrimental to successful performance of the completed Work.
G. Provide space for Contractor and Architect/Engineer review stamps.
H. Revise and resubmit submittals as required, identifu all changes made since previous submittal.
I. Distribute copies of reviewed submittals to concemed parties. Instruct parties to promptly report
any inability to comply with provisions.
I.O2 CONSTRUCTIONPROGRESSSCHEDULES
A. Submit initial progress schedule in duplicate within l0 days after date established in Notice to
Proceed for Architect review.
B. Revise and resubmit as required.
C. Submit revised scheduies with each Application for Payment, identifuing changes since previous
verston.
D. Submit a horizontal bar chart with separate line for each section of Work, identifring first work
day ofeach week.
E. Show complete sequence of construction by activity, identifting Work of separate stages and
other logically grouped activities. Indicate the early and late start, early and late frnish, float
dates, and duration.
F. Indicate estimated percentage of completion for each item of Work at each submission.
G. lndicate submittal dates required for shop drawings, product data, samples, and product delivery
dates, including those furnished by Owner and under Allowances.
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I.O3 PRODUCT DATA
A. Submit the number of copies which the Contractor requires, plus two copies which will be
retained by Engineer.
B. Mark each copy to identiff applicable products, models, options, and other data- Supplement
manufacturer's standard data to provide information unique to this project.
I.O4 SAMPLES
A. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral
parts and attachment devices. Coordinate sample submitals for interfacing work.
B. Submit samples of fmishes from the full range of manufacturer's standard colors, or where
specified, custom colors; textures, and pattems for Architect selection.
C. lnclude identification on each sample, with full Project information.
D. Submit the number or samples specified in individual specification Sections; one of which will be
retained by ArchitecyEngineer.
E. Reviewed samples which may be used in the Work are indicated in individual specification
Sections.
I.O5 MANUFACTURER'SINSTRUCTIONS
A. When specified in individual specification Sections, submit manufacturers' printed instructions
for delivery, storage, assembly, installation, start-up, adjusting, and furishing, in quantities
specified for Product Data.
B. Identifu conflicts between manufacturers' instructions and Contract Documents.
I.06 MANUFACTURER'SCERTIFICATES
A. When specified in individual specification Sections, submit manufacturers' certificate to
Architect/Engineer for review, in quantities specified for Product Data.
B. Indicate materials or Product conforms to or exceeds specified requirements. Submit supporting
reference date, affidavits, and certifications as appropriate.
C. Certificates may be recent or previous test results on material or Product, but must be acceptable
to Architect/En gineer.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
END OF SECTION
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sEcTtoN 01400
QUALITY CONTROL
REQUIREMENTS INCLUDED
A. Testing required of Contractors.
B. Contractor's quality control systems.
C. Manufacturer's field services.
D. lndependent Testing Agency services.
RELATED REQUIREMENTS
A. Shop Drawings, Submittals, Product Data and Samples: Section 01300 Submittals
TESTING - GENERAL
A. The term "testing" as used herein is defined as testing and/or inspection.
B. The Contractor shall provide such equipment and facilities as the Testing Agency may require for
conducting field tests and for collecting and forwarding samples. The Contractor shall not use any
materials or equipment represented by samples until tests, if required, have been made and the
materials or equipment found to be acceptable. Any product which becomes unfit for use after
acceptance shall not be incorporated into the work.
C. All materials or equipment proposed to be used may be tested at any time during their preparation
or use. The Contractor shall furnish the required samples without charge and shall coordinate
testing with the Architect, Engineer and Testing Agency to allow sufficient time for testing before
placing orders or starting work. Products may be tested either prior to shipment or after being
received at the job site.
Tests shall be made by an accredited testing agency with a minimum of five years experience in
the specific type of testing to be performed. Except as otherwise provided, sampling and testing
of all materials the laboratory methods and testing equipment shall be in accordance with the
latest standards and tentative methods of the American Society for Testing Materials (ASTM).
Where additional or specific information conceming testing methods, samples sizes, etc., is
required, such information is included under this section of the Specifications.
I.O4 TESTING REQUIRED OF CONTRACTORS
The following testing shall be performed at the expense of the Contractor installing the material
being tested:
A. Material or Method Substitution: Any tess of basic material, fabrication equipment or method
offered as a substitute for specified items or methods on which a test may be required in order to
prove its compliance with the specifications.
B. Product Performance Verification: The Supplier of products specified based on performance
criteria shall, at the request of the Architect or Structural Engineer, inspect the installed product
and certi! conformance of the product to specified criteria under the installed conditions.
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C. Corrective measures resulting from any test that fails shall be paid for by the installing contractor
and shall be subject to the following conditions:
l. Quantity and nature of additional testing, if required, will be determined by the
responsible consultant.
2. All additional tests shall be taken in the presence of the responsible consultant or his
representative.
3. Proof of noncompliance will make the installing contractor liable for any corrective
action which the responsible consultant feels is prudent, including complete removal and
replacement of defective material.
4. Nothing contained herein is intended to imply that the installing contractor does not have
the right to have tests performed on any material at any time for his own information and
job control so long as the Owner does not assume responsibility for costs or for giving
them consideration when appraising qualiry of materials.
TEST REPORTS
Reports ofall tests shall be distributed by the testing agency as follows:
copy - General Contractor's Office
copy - General Contractor's Field Superintendent
copy - Applicable supplier or subconffactor
copy - Applicable Engineer
copy - Owner
Other copies - as directed
I.06 CONTRACTOR'S QUALITY CONTROL SYSTEM
A. General: The General Contractor shall establish a quality control system and shall perform
sufficient inspection and tests ofall items of work, including that of his subcontractors, to ensure
conformance to the Contract Documents for materials, workmanship, construction, finish,
functional performance and identification. Contractor's quality control system is the means by
which he assures himself that his construction complies with the requirements of the Contract
Documents. Controls shall be adequate to cover all construction ooerations.
B. Pre-Construction Conference:
l.Contractor shall schedule and conduct a pre-consFuction conference to review the
detailed quality control and construction requirements for each of the materials and/or
systems listed below, not less than l0 working days prior to commencement of the
applicable portion of the work:
a. Cast-in-place concrete
The Contractor shall require responsible representatives of each party concemed with
that portion of the work to attend the conference, including but not limited to the
following:
a. Contractor's superintendent
b. Materials supplier(s) or fabricator
c. Installation subcontractor(s)
d. Agency responsible for Contractor-fumished testing
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C. Records: Contractor shall maintain correct records on an appropriate form for all inspections and
tests performed, instructions received fiom the Architect, responsible Engineer or Testing
Agency, and actions taken as a result of those instructions. These records shall include evidence
that the required inspections or tests have been performed (including rype and number of
inspections or tests, nature of defects, causes for rejection, etc.), proposed or directed remedial
action, and conective action taken. Contractor shall document inspections and tests as required bv
each section of the Specifications.
MANUFACTURER'S FIELD SERVICES
When specified in respective Specification sections, Contractor shall require supplier or
manufacturer to provide qualified personnel to observe field conditions, conditions of surfaces
and installation, quality of workmanship, testing, and to make appropriate recommendations.
Manufacturer's representative shall submit written report to the Engineer listing observations and
recommendations.
I.O8 INDEPENDENT TESTING ACENCY SERVICES
General: The Owner will employ and pay for the services of an independent testing Agency to
perform the following inspections, tests and other services. Services shall be performed in
accordance with requiremens of goveming authorities and with specified standards.
3.
Contractor shall cooperate with Testing Agency personnel and shall furnish tools,
samples of materials, design mixes, equipment, and assistance as requested.
Contractor shall provide and maintain, for the sole use of the Testing Agency, adequate
facilities for the safe storage and proper curing oi concrete test cylinders on the project
site for the fust 24 hours after casting as required by ASTM C3l, Method of Making and
Curing Concrete Test Specimens in the Field.
Contractor shall build and store masonry test prisms in a manner acceptable to the
Testing Agency. Prisms to be tested shall remain at the job site until moved by Testing
Agency personnel.
Contractor shall notif testing Agency at least l0 working days in advance of any
qualification testing for welding required herein.
Conhactor shall noti$ Testing Agency at least 24 hours prior to expected tirne for
operations requiring testing or inspection services.
Contractor shall make iurangements with the Testing Agency and pay for additional
samples and tests made for the Contractor's convenience or for retesting of failed
samples.
Retention ofan independent Testing Agency by the Owner shall in no way relieve the Contractor
of responsibility for performing all work in accordance with contract requirements.
The Testing Agency inspector shall familiarize himself with all applicable portions of the
Contract Documents pertaining to his area of investigation prior to performing his services.
Testing Agency Qualifications
l. For each type of inspection and testing service to be performed, the Testing Agency
shall submit certification, signed and sealed by the Agency's professional engineer, of
compliance with all applicable requirements of the following:
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a. ASTM E329, "Standard Recommended Practice for Inspection Agencies for
Concrete, Steel and Bituminous Materials Used in Constnrction."
b. "Recommended Requirements for Independent Laboratory Quali{ications"
published by the American Council of Independent Laboratories.
2. Furnish evidence, satisfactory to the Structural Engineer, that all equipment to be used
has been calibrated in accordance with applicable ASTM standards within the last year
and is in proper working order.
3. Testing and inspection services shall be performed only by trained and experienced
technicians currently qualified for the work they are to perform. Documentation ofsuch
training and experience shall be submitted to the Owner, and Stnrctural Engineer upon
request.
Concrete Work:
l.Concrete inspection and testing will be made in accordance with building code
requirements, and Contract Documents, and will include the following:
a. Testing concrete for strength, slump, air content, temperature, and unit weight.
b. Making and testing concrete cylinders, including fumishing cylinder containers
for specimens.
c. Inspection at the batching plant.
d. Transporting and storing of all specimens involves in testing and inspection.
Test cylinders are to be transported to laboratory not later than 24 hours after
casting, nor earlier than l6 hours after casting.
e. Inspection of mixing and placing of concrete at the site, including recording of:
amount and location of concrctc placement, truck number and amount of water
added to each load of concrete tested, time of transit, time mixed on job, time
placement was completed, method of placing concrete, and any other pertinent
information.
Test Specimens:
a. The Testing Laboratory will take specimens of each class of concrete from
different locations on the job as follows: At least one set of four cylinders for
each 50 cubic yards or fraction thereof of caisson concrete, but not less than
one set for each caisson requiring one or more truck loads ofconcrete or one set
for each truck load when more than one caisson is cast from the same load. At
least one set of four cylinders for each 50 cubic yards or fraction thereof of all
concrete having a specified 28-day strength greater than 5000 psi, but not less
than one set for any one day's operations. At least one set of four cylinders for
each 100 cubic yards or fraction thereof of all remaining concrete, but not less
than one set for any one day's operations.
b. For concrete placed by pumping, test specimens and concrete used for
determination of slump, air content, and weight are to be taken at the point of
placement of concrete into t}te forms.
c. Samples will be obtained in accordance with ASTM C 172.
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d. Making, curing and subsequent handling of test cylinders, except as modified
herein, shall be in accordance with ASTM C3l. Testing shall be in accordance
with ASTM C39.
e. The cylinders shall be placed in laboratory storage under moist curing
conditions at approximately 70 degrees F. within 24 hours after motding, and
maintained therein until tested. Tests will be as follows:
One cylinder shall be tested at 7 days for information.
Two cylinders shall be tested at 28 days for acceptance. The
acceptance test results shall be the average strength of these two
cylinders.
One cylinder shall be tested at 56 days for information.
Test Reports: Reports of cylinder tests shall be submitted as specified herein within five
days of laboratory testing. Test reports shall, at a minimum, include:
a. hoject data including project name and address, concrete supplier, supplier's
delivery ticket number and mix identification number, Testing Agency's test or
cylinder identification number, and location ofpour.
b. Results of field testing at time of sampling including date and time of sampling,
amount of water added at site prior to sampling, ambient air temperature and
concrete temperature, concrete slump and air content, and concrete wet unit
weight.
c. Results of laboratory testing including date test specimens were transported to
laboratory, date and age of concrete at time of testing, compressive strength of
each cylinder tested, average compressive strength of tested cylinders, and
specified design strength of concrete represented by the test.
Additional Testing: Contractor shall bear the cost of, testing and inspection resulting as a
consequence of the following:
a. Work not in compliance with the Contract Documents.
b. Testing requested by the Contractor or Subcontractor such as additional
cylinders for early breaks, etc.
c. Testing to veri$ the adequacy of work done without prior notice, without
proper supervision, or contrary to standard construction practice.
END OF SECTION
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SECTION OI5OO
CONSTRUCTION FACILITIES AND TEMPOMRY CONTROLS
TEMPORARY CONSTRUCTION UTILITIES: The Owner will provide and pay for necessary electrical
power and water used on site during the course of construction. Confactor shall veri$ characteristics of
power available. Where power is not currently available or where power of different voltage, phase or
current is required, Contractor shall be fully responsible for providing such service and shall pay all costs
required therefore.
TEMPORARY FIRE PROTECTION: Portable equipment, extinguishers and general fire protection
required by the Contactor shall be furnished by the Confactor. Contractor shall comply with the job-site
fue regulations that are issued by the hre protection agency having jurisdiction. Contractor may be subject
to periodic fire protection inspections and any deficiency or unsafe condition shall be corrected by the
Confactor to the satisfaction of the Owner.
TEMPORARY TELEPHONE SERVICE: The Contractor shall provide, maintain, and pay all costs
associated with telephone service. Cellular telephones are an acceptable alternative.
SANITARY FACILITIES: The Conffactor shall provide, pay for, install and maintain for the duration of
the work, necessary toilet and sanitary facilities for workers. Such facilities shall be kept in a clean and
sanitary condition and shall conform to applicable codes and regulations goveming such facilities.
Sanitary facilities inside the building shall not be used by the Contractor.
REMOVAL OF EXISTING MATERIALS: In the removal of existing materials, the Contractor shall
furnish all covers and other means necessary to protect the building from damage from inclement weather.
PROJECT SIGNS: Project and Contractor signs are not permitted unless approved by Owner.
SAFETY AND SECURITY: Precaution shall be exercised at all times for the protection of persons
(including employees) and property. The safety provisions of applicable laws, building and construction
codes shall be observed. Machinery, equipment, and all hazards shall be guarded or eliminated in accord
with recommended safety provisions established by the Associated Ceneral Contractors of America, to the
extent that such provisions are not in contravention ofapplicable law. The Contractor shall protect hazards
with adequately constructed guard rails and/or banicades and shall provide lanterns, waming lights, and
the like, as necessary. The Contractor shall eliminate attractive nuisances from the work and from the site.
To this end, he shall so dispose, store, guard, and protect the premises and all work, materials, equipment
and both permanent and temporary construction as to preclude the unauthorized use thereof by children or
others and particularly to eliminate possible consequent injury to unauthorized persons.
The Owner or Engineer will not be responsible, under any circumstances, for consffuction means,
methods, techniques, sequences or procedures, or for safery precautions and programs in connection with
the work, nor shall the Owner or Architect be responsible for Conhactor's failure to employ proper safery
procedures.
SCAFFOLDING AND HOISTS: Contractor shall furnish, maintain, and be responsible for hoists, staging,
rigging, scaffolding, and runways required in the prosecution of the Work under this Contract. Such
temporary work shall be erected, equipped and maintained in accord with statutes, laws, ordinances, rules
or regulations ofthe State or other authorities and insurance companies having jurisdiction.
ACCESS AND CONTRACTOR USE OF PREMISES: Contractor shall have access to the site wherever
specified work is in preparation or progress, unless conditions beyond the Owner's reasonable control
prevent such access.
Access to the interior of the building by the Contractor or subconffactor, including material suppliers and
employees will be provided and scheduled and supervised by the Property Manager on a daily basis.
t.o2
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1.05
1.06
1.07
1.09
1.08
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Work hours are limited to 7:30 A.M. to 5:30 P.M. Monday through Friday, excluding legal holidays.
Additional work hours or time may be arranged if approved by the Property Manager. No activities that
produce loud noises shall begin before 9:00 A.M.
Control work activities and sequences to accommodate Owner and Tenant use of property. Refer to
Section 010 | 0 Scope of Work. Paragraph I .02 resarding submittal of plan and schedule for phasins. and
advance notification requirements for closure or restrictions. The Contractor is responsible for providing
barricades, signage, flagmen, platforms, screening or netting, etc. that may be required to provide
continuous use of the property where construction activities is not occurring. The burden of safety shall be
borne by the Contractor.
1.10 MAINTENANCE OF EXITWAYS: Contractor shall provide safe accesVegress to/from the buildings and
garages at all times. Maintain all exiways clear and free of debris, obstmctions, or ripping hazards at all
times.
1. I I CONSTRUCTION DUST AND NOISE: Contractor shall note that the building will remain in continuous
operation and use during the entire construction period. He shall take all reasonable precautions to
eliminate dust and unsightly conditions, to minimize noise related to construction operations, and to
minimize disruption and inconvenience to users of the building.
l.l2 PROTECTION OF PLANTING: Trees and other planting within project area that are designated to remain
shall be protected from damage due to construction operations. Damaged items shall be restored or
replaced to the Owner's satisfaction.
l.l3 MATERIAL STORAGE: Contractor shall store materials in a defined. secured area on site. Storase area
shall be coordinated with the Property Manager.
1.14 EXISTING DRAINAGE AND UTILITY LINES: The Contactor shall maintain in operation, at his
expense, for the duration of Conffact, all drainage and utility lines within working areas. All connections
to or modifications of utility lines shall be made and maintained in such manner as to not interfere with the
continuing use of same by the Owner or others during the entire progress of the Work. Contractor shall
veriff that all drains in or adjacent to work areas are open and flowing freely prior to the start of the work
(including stocking the job). Any plugged drains and damage caused by them will be the sole
responsibility of the contractor. "ANY INTERRUPTIoNS IN SERVICES SHALL BE COORDINATED
AI{EAD OF TIME W1TH THE OWNER'S REPRESENTATIVE."
I .15 SNOW AND ICE REMOVAL: Provide for the expeditious removal of snow and ice as required for safefy
and efficient execution of the work within the limits of the Confactor's work area.
I.16 PLAZACONSTRUCTIONCONTROLS:
Kenle lids and spigots shall be chained and padlocked.
A secure 6 ft tall temporary chain tink fence shall be erected around the kettle.
There shall be a person at the kettle at all times.
Workers shall wear a shirt at all times.
Workers shall refrain from using rude comments or whistles at passersby.
Building permit shall be posted.
END OF SECTION
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SECTION 01710
CLEANING-IJP
1.01 GENERAL: The Contractor shall, at all times during the course of this Contract, keep the building, the
Owner's premises and the adjoining premises, including streets and other areas assigned to, or used by, the
Confiactor, free from accumulations of waste materials and rubbish caused by his employees or Work, or
by the employees or Work of his Subcontractors. All waste materials and debris shall be legally and safely
disposed of offthe Owner's property.
1.02 CLEANING MATERIALS: The Contractor shall be fully responsible for any damage to any surface or
substrate caused by the improper use of cleaning techniques or materials.
I.O3 EXECUTION:
A. Final Cleaning: At completion of the Work, and prior thereto if so required by jobsite conditions,
remove from the premises, tools, appliances, surplus materials, debris, and temporary
construction. Remove marks, stains and soil from building surfaces when such have resulted from
work under this Contract.
B. If the Contractor, upon request by the Owner, does not attend to cleaning with reasonable
promptness, the Owner may cause such cleaning to be done by others and charge the cost of same
to the Contractor or deduct the said cost from payments still due the Contractor under the
Contract.
END OF SECTION
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SECTION 01740
CONTRACTOR WARRANTIES
GENERAL:
A. Furnish Owner with written waranfy for period of two (2) years (or for longer period where
indicated elsewhere in the Confact Documents for specific items) from date of Notice of
Substantial Completion that all work is in accord with the Contract Documents, where applicable
is watertight, and without defecs in labor or materials. If repairs or changes are required in
connection with the wananted Work within the wananty period, the Contractor shall, promptly
upon receipt of notice from the Owner, and without expense to the Owner, comply with the
[ollowing:
l. Place in satisfactory condition in every particular, all of such wananted Work and
conect all defects therein.
2. Make good all damage to the building or site, which is the result of the condition
needing said repairs and changes.
3. Make good any Work disturbed or new work created in fulfilling any such warranty.
B. If repairs are required in connection with warranted Work within warranty period and notice
thereof is given within such period, the warranty shall continue as to Work requiring repair until
the repairs required are completed, and the termination of the waranty period shall not apply
thereto.
C. Corrections of defects, imperfections, and faults shall not relieve the Contractor from his
responsibiliry for additional corrective work during the remaining time period of the warranty.
D. No provision in the Contract Documents nor any special or general warranty shall be held to
limit, as to time or scope of liabiliry, the Contractor's liability for defects, or the liability of his
sureties, to less than the legal limit of liability under laws having jurisdiction.
E. The Contractor will not be held responsible for defects due to misuse, negligence, willful damage,
improper maintenance, or accident caused by others.
F. The delivery of any warranties shall not relieve the Contractor from any obligation assumed
under any other provision ofthe Contract Documents.
G. The obligations ofthe Contractor, under this Section, shall survive termination ofthe Contract.
1.02 FORM OF WARRANTIES: Wananties shall be in the form set forth below, shall be typed on the
Contractor's own letterhead, and shall be submined by the Contractor to the Owner prior to flrnal payment.
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WARRANTY FOR
STRUCT1JRAL REPAIRS AND PLAZA REHABILITATION
LODGE AT LIONSHEAD III CONDOMINIUMS
380 EAST LIONST{EAD CIRCLE
VAIL, COLORADO 8I657
We hereby warrant the materials and workmanship of the Work which we have installed at the above-
named Project, have been provided in accordance with tlre Contract Documents and that the Work as
installed will fulfill the requirements of the warranties included in the Project Manual. We agree to repair
or replace any or all of our Work that may prove to be defective in its workmanship or materials within a
period of rwo (2) years from date of acceptance of the above-named Work, without any expense to the
Owner, unusual abuse or neglect excepted. We also agree to repair or replace to the satisfaction of the
Owner any other work or items which may be displaced or damaged as a consequence of the defective
Work.
In the event of our failure to comply with the foregoing conditions, within seven (7) days after being
notified in writing by the Owner, we collectively or separately do hereby authorize the Owner or his
successor in interest to proceed to have said defects repaired and made good at our expense and we will
honor and pay the costs and charges therefore upon demand.
Date of Substantial Completion of above-named Work:
Contractor's Sipnature:
Typed name and titte of Company official signing above and issuing this Warranty:
Name:
Date of Signature:
END OF SECTION
Title:
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SECTION O2O5O
DEMOLITION AND REMOVAL
PART 1 - GENERAL
t.02
1.03
RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division l-Specification sections, apply to work of this section.
DESCRIPTION: Procedures shall provide for careful removal and disposition of materials specified to be
salvaged, coordination with other work in progress, and a disconnection schedule of utility services (if
necessary). The work includes demolition and removal of all consEuction indicated or specified. Remove
rubbish and debris from the work site daily unless otherwise directed; do not allow accumulations outside
the buitding. Store material that cannot be removed daily in areas specified by the Properry Manager.
DUST CONTROL: Take appropriate action to check the spread of dust to occupied portions of the
building and to avoid the creation of a nuisance in the surrounding area.
PROTECTION:
C.
Existing Work: Protect existing work that is to remain in place, that is to be reused, or that is to
remain the property of the Owner by temporary covers, shoring, bracing, and supports. Items
which are to remain and which are to be salvaged and which are damaged during performance of
the work shall be repaired to their original condition or replaced with new, to the satisfaction of
the Owner at the Contractor's sole expense. Do not overload stmctural elements. Provide new
supports and reinforcement for existing construction weakened by demolition or removal work.
Weather Protection: Protect all materials and equipment from the weather at all times. Where
removal of the existing waterproofurg system is necessary to accomplish work, have materials
and workers ready to provide adequate and approved temporary covering of exposed areas.
Temporary coverings shall be attended, as necessary, to insure effectiveness and to prevent
displacement.
Facilities: Protect all electrical and mechanical sewices and utilities. Where removal of existing
utilities is necessary, provide approved barricades and temporary covering of exposed areas.
PART 2 . EXECUTION
2.OI REMOVAL:
Remove all materials scheduled for removal without damaging the substrate.
Utilities and Services:
Temporarily terminate any utilities necessary (after approval of Engineer and
notification of the Owner) in a manner conforming to the nationally recognized code
covering the specific utility and satisfactory to the Engineers. Replace in a code
conforming manner after work is completed.
Provide temporary services or connections for electrical and mechanical utilities.
I .01
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2,02 DISPOSITION OF MATERIAL:
A. Title to Materials: Except where indicated otherwise or specifically specified otherwise in other
sections, all materials and equipment removed and not reused, shall become the property of the
Contractor and shall be removed from Owner s property.
B. Reuse of Materials and Equipment: Carefully remove and store materials and equipment to be
reused or relocated to prevent damage, and reinstall as the work progresses.
2.03 CLEANIJP:
A. Debris and Rubbish: Remove and transport debris and rubbish in a manner that will prevent
spillage on snee$ or adjacent areas. Cleanup spillage from streets and adjacent areas.
B. Regulations: Comply with Federal, State, and local hauling and disposal regulations.
END OF SECTION
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SECTION 028I3
LANDSCAPE IRRIGATION SYSTEM
PART I - GENERAL
1.OO RELATED DOCUMENTS
Drawings and general provisions ofthe contract apply to work of this section.
I.OI DESCRIPTION
A. Work Included
l. Fumish all work and materials, appliances, tools, equipment, facilities, transportation,
and services necessary for and incidental to perform the installation of a landscape
irrigation system, complete in place, as shown on drawings and./or specified herein.
2. Verifo locations and performance of existing irrigation equipment to be preserved and
retrofit with new proposed inigation equipment as needed.
3. The work in this section shall be coordinated with all underground utilities and trades
responsible for their installation.
t.02 QUALTTY CONTROL
A.
B.
Permits: Obtain and pay for all applicable permits and inspections required by outside agencies.
Ordinances and regulations: Local, municipal, state laws, and rules and regulations goveming or
relating to any portion of this work are hereby incorporated into and made a part of these
specifications, and their provisions shall be carried out by the contractor. Anything contained in
these specifications shall not be construed to conflict with any of the aforementioned rules and
regulations. However, when these specifications and drawings call for or describe materials,
workmanship, or construction of a higher quality, higher standard, or larger size than is required
by the above rules and regulations, the provisions of these specifications and drawings shall take
precedence.
Protection: Erect and maintain barricades, waming signs, lights, and provide guards as necessary
or required to protect all persons on the site.
Underwriters Laboratories: Electrical wiring, connections, and devices shall be UL listed, and so
labeled.
Work on this section shall be coordinated as necessary with the work of other trades, particularly
earthwork and planting.
Superintendent: A superintendent satisfactory to the Owner's Representative shall be present on
the site at all times during progress of work.
The superintendent shall have a minimum of 5 years experience installing irrigation systems of
comparable size and complexity, and the superintendent shall not be changed, without the consent
of the Owner's Representative.
The superintendent shall be authorized in writing to represent the conkactor.
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1.03
L Discrepancies: When discrepancies exist between drawings and specifications, and no specific
interpretation is issued prior to bidding, the decision regarding this interpretation will be decided
by discussion and mutual resolution between the Contractor and Owner. The contractor is to act
on this decision. In the event the installation deviates from the direction given, it shall be
corrected at the Contractor's expense.
J. Explanation of drawings: Due to the scale of Drawings, it is not possible to indicate all offsets,
fittings, etc., which may be required. Carefully investigate the sfuctural and finished conditions
affecting all of this work and plan this work accordingly, fumishing such fittings, etc., as may be
required to meet such conditions. Drawings are generally diagrammatic and indicative of the
work to be installed. The work shall be installed in such a manner as to avoid conflicts between
proposed irrigation systems, existing irrigation, existing trees to be retained, planting, and
architectural features.
K. Manufacturer's instructions: Manufacturer's instmctions and detail drawings shall be followed in
all cases covering points not shown in the drawings and specifications, if agreed to after
discussion with the Owner's Reoresentative.
L. Work called for on the drawings by notes or details shall be furnished and installed whether or
not specifically mentioned in the specifications.
M. The contractor shall not install the inigation system when it is obvious in the field that
obstructions, grade differences or discrepancies in dimensions exist that might not have been
considered in engineering. Such obstruction or differences shall be brought to the attention of the
Owner's Representative. In the event this notification is not performed, the contractor shall
assume full responsibility for any revision necessary.
SUBMITTALS
All submittals required under this section will be submitted to the Engineer.
A. Submittals: Manufacturer's literature, Material Safety Data Sheets and application instructions
for each type of material used.
B. Prior to installation of any work, prepare a detailed list of all materials proposed for use in this
project and submit to the owner's representative for approval. Prepare a typewritten materials list
using the following format:
Item No. Description Manufacturer Model
l. Mainline
2.Spray Head
ABC, Inc.
XYZCo.
cL-200 PVC
506B
C. Certificates: Submit manufacturer's certification that plastic pipe and fittings comply with the
specifi cation requirements.
D. Warranty
l. Provide a written warranty for the irrigation system to provide maintenance service for a
period of one year from the date of initial acceptance by the Owner's Representative,
stating date of completion and warranty period.
2. Correct all problems that develop in the system due to faulty materials or workmanship
during the warranty period. Promptly repair or replace such work as directed by the
Owner's Reoresentative.
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1.04
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3. The Owner reserves the right to make temporary repairs during the warranty period to
keep the irrigation system in operating condition without voiding the Conractor's
warranty or responsibi lity.
4. Manufacturer's wiuranties shall not relieve the confactor of liability. Such warranties
are intended only to supplement the Contractor's warranty.
PRODUCT DELIVERY AND STOMCE
A. Delivery: Deliver materials in manutacturer's original unopened containers, identified with the
manufactwer's name, model, and type.
B. Storage: Store materials at a location directed by the Owner's Representative.
C. Protection: Protect all materials and installed work to Drevent intrusion of soil and moisture.
Protect the work and materials of other trades.
JOB CONDITIONS
A. Install materials in strict accordance with all safety and weather conditions recommended by
manufacturer, product literature, or Material Safety Data Sheets. Do not proceed with installation
of materials under adverse weather conditions, or when temperatures are below or above
manufacturer's recommended limitations for installation.
B. Preserve and protect existing irrigation equipment to be retained. Remove existing vacuum
breakers and retain for reuse in proposed irrigation systems.
OPERATING AND MAINTENANCE MANUALS
A. Provide descriptions of all installed equipment in sufficient detail for maintenance personnel to
understand, operate and maintain the equipment. Include: manufacturer's name, make and
model number; name and address of local distributor; spare parts list; operating and maintenance
instructions for equipment; all direction provided by manufacturer; and copies of drawing notes
and other operational instructions provided in contract documents.
B. Provide index sheet, stating irrigation contractor's name, address, telephone number and name of
person to contact, and duration of warranty period.
PART 2 . PRODUCTS
2.01 GENERAL PIPING
A. Pressure supply line from point of connection through backflow
copper unless otherwise indicated on drawings.
B. Mainline downstream of backflow prevention units or pump station:
C. Lateral line: Schedule 40 PVC as indicated on drawinss.
2.02 COPPER PIPE AND FITTINGS
A. Pipe: Type"L".
B. Fittings: Wrought copper, solder joint type.
prevention unit: Type
cL-200 PVC.
*L"
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C. Joints shall be soldered with silver solder,45% silver, 15% copper, 16% znc,24%o cadmium and
solids at l l25oF and liquids at I 145oF.
BMSS PIPE AND FITTINGS
Brass pipe shall be 85% red brass, American National Standard Instinrte (ANSI), schedule 40
screwed pipe.
Fittings shall be medium brass, screwed 125 pound class.
2.04 PLASTIC PIPE AND FTTTINGS
2.03
2.06
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B.
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Identi$ all pipe with the following indelible markings:
l. Manufacturer's name.
2. Nominal pipe size.
3. Schedule of class.
4. Pressure ratings (PSI).
5. NSF CNational Sanitation Foundation seal ofapproval).
6. Date of extrusion.
Pipe (solvent weld type): Manufactured from virgin polyvinyl chloride compound in accordance
with ASTM D2241 and ASTM D 1787, cell classification 12454-8, Type I, Grade I.
Fittings: Standard weight, Schedule 40, injection molded PVC. Comply with ASTM D 1784 and
D 2466, cell classification 12454-8.
Threads shall be the injection molded type.
Tees and ells shall be side gated.
Threaded nipples: ASTM D 2464, Schedule 80 with molded threads.
Joint cement shall be the type recommended by the manufacturer ofpipe and fittings.
Fittings: Manufactured in accordance with ASTM D 2609, PVC Type I, cell classification
12454-8.
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2.05 ELECTRICAL MRING
High voltage. Owner will provide the necessary 11O-volt electrical supply and connections to
inigation controller.
Low voltage. Connection between controller and remote control valves shall be made with wire
that is UL approved for direct burial. Wire sizing shall be No. 14 or larger, depending on the
distance. Splices (in valve boxes only) shall be waterproof, spark proof, and UL/CSA approved
30 volts. Common wires shall be white in color.
ISOLATION VALVES
A. Isolation valves shall be resilient wedge gate valves. Sizes 2" and smaller shall be Nibco T-22
series or approved equal, and 2-112" and larger shall be Nibco P-619-RW 200 psi push-on gate
valve with locking gasket or approved equal.
B.
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2.07 ELECTRIC CONTROL VALVES
Valve shall be a globe style, normally closed, spring-loaded, nylon reinforced rubber diaphragm,
glass filled UV resistant nylon body, and,24 VAC encapsulated solenoid.
Provide self-cleaning stainless steel port screen and bleeder valve with intemal bleed for field
operation.
2.08 TURF SPRAY HEADS
Plastic body pop-up, with built-in pressure regulating device and check valve, and a removable
plastic spray nozzle. Provide full, hall third, or quarter circle pattems as required, with matched
precipitation rates. Minimum pop-up height shall be 4". See drawings for pop-up height. Use
appropriate variable arc plastic nozzles in all locations where excessive overspray occurs with the
standard arc nozzles. The blow-by, when the stem pops up, should not exceed 0.05 gpm up to 8
psi and 0.0 gpm above 8 psi.
ROTARY HEADS
A. Plastic body pop-up, with built-in check valve, and a removable nozzle. Provide variable arc
settings from 40 degrees to 360 degrees. Nozzles shall have matched precipitation rates.
Minimum pop-up height shall be 4", and maximum head diameter shall be l-3/4". See drawings
for pop-up height.
VALVE BOXES
A. Provide valve boxes for all valves as indicated on drawings. Valve boxes shall be the Carson
Brooks locking type or approved equal.
ATMOSPFIERIC VACUUM BREAKERS
Provide atmospheric vacuum breakers as necessary to supplement retained existing atmospheric
vacuum breakers. Atmospheric vacuum breakers shall be Febco model 710/715 or approved
2.12
equal.
OPERATING AND MAINTENANCE TOOLS
A. Provide the following items to the Owner when work is completed and prior to final acceptance
ofwork:
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Two keys for each automatic controller.
Two couplers with matching hose swivels.
Two keys for opening valve boxes.
Two sprinkler heads of each size and type installed.
One 72" steel tee wrench for operating isolation valves.
One 72: steel tee wrench for operating bar handle stop and waste.
PART 3 . EXECUTION
3.OI UTILITY SERVICES
A. Contractor shall make connections to existing water sources at locations indicated on drawings,
and make any minor changes in location as may be necessary due to actual site conditions.
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3.02
3.03
3.04
3.05
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SITE REVIEWS
A. Before any work commences, a conference shall be held with the Owner's Representative and
Contractor regarding general requirements of this work.
B. Contractor's reasonability:
l. Notiff the Owner's Representative to establish a time and date for the following
reviews, with a minimum notice of 36 hours.
2. Verif,ing site static pressure and volume of site water supply.
3. Pressure test mainline installation.
4 Coverage test prior to planting.
C. Verifr that grading has been completed and the work ofthis section can properly proceed.
D. Exercise exfeme care in excavating and working near existing utilities. Contractor is responsible
for damages to utilities that are caused by Contractor operations or neglect. Check with utility
companies for locations.
E. Exercise extreme care in excavating and working near waterproofing system. Contractor is
responsible for damages to waterproolurg system that are caused by Contractor operations or
neglect.
F. Notiff the Owner's Representative in writing, describing unacceptable conditions. Do not
proceed with work until unacceptable site conditions are conected or existing utilities are located.
LAYOUT OF SPRINKLER HEAD SYSTEMS
A. All piping and equipment is shown diagrammatically on drawings, and any equipment shown
outside of planting areas shall be installed inside these areas whenever possible. All pipe and
equipment shall be installed as far away as feasible from existing and/or proposed plant material,
and other site equipment.
B. Lay out sprinkler heads and make any minor adjustments rcquired due to differences between
actual site conditions and the drawings. Minor adjustments shall be maintained within the
original design intent.
PIPE CLEARANCES OVERNATURAL GMDE
Provide a minimum 4" clearance between each buried pipe and 6" clearance for pipes of other
trades.
B. Do not install pipe directly over any parallel pipe.
C. Minimum eighteen inch (18") clearance vertically and twenty-four inch (24") horizontally in all
areas where gas lines are encountered.
BACKFILLING
Initial backfill shall be clean, fine granular soil as approved by Owner's Representative.
Compact trench backfill in 6" lifu to a dry density equal to adjacent undisturbed soil. Restore to
adjacent grade, free ofdips, depressions, humps, or other irregularities.
Where acceptable soil exists, the Owner's Representative may authorize flooding in lieu of
tamping.
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D. Compaction by truck or other vehicle is not permitted.
3.06 TNSTALLATION
A, Tap into existing lines as indicated on drawings. General Contractor shall be responsible for
coordinating the exact size with the Inigation Contractor.
B. All plastic pipe and finings shall be installed in complete accordance with manufacturer's
instructions.
C. Mainline pipe 4" and larger shall be rubber gasketed pipe with Marco steel fittings, and concrete
thrust blocks at each change of direction and terminal points. Block in accordance with pipe
manufacturer's instructions.
D. Routing of mainline as indicated on drawings is diagrammatic. Install pipe and equipment to
conform to details on plan. Install valves and pipe outside of drainage swales and away from
walks and drivewavs.
E. Threaded fittings shall be assembled using Teflon tape applied to male threads only. Minimize
the use of plastic threaded fittings within the system.
F. Tape all open ends of pipe during installation to prevent entry ofany foreign mafter.
G. Sprinkler heads shall be located such that they do not exceed the maximum or minimum spacing
required by manufacturer.
3.07 VALVE BOXES
A. Provide at locations as required by the installation, coordinate with the Owner's Representative.
B. Brand identification number on each remote control valve box in 1-ll2" to 2" hish letters and
numbers.
C. Install valve boxes so that they are parallel to one another and parallel or perpendicular to
pavements or other edges.
D. Do not install valve boxes in low points ofproposed or existing slopes or drainage swales.
3.08 LOW VOLTACE WIRING
A. PIace wiring in the same trench as the mainline unless otherwise approved.
B. Install wiring at side of mainline whenever possible.
C. When more than one wire is placed in a trench, tape wires together at 15 ft. maximum intervals.
D. Provide a 24" expansion loop at each connection and directional change.
E. Use a continuous wire between controller and remote confiol valves.
F. Except as otherwise approved, do not splice wire at any point.
C. At locations where splicing is allowed, make splices within an approved box using "DBY Type"
splice kits or equal.
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H. Each controller will have its own seDarate common wire.
3.09 SYSTEM FLUSHING
A. After all sprinkler pipe lines and risers are in place and conaected, and prior to installation of
sprinkler heads, thoroughly flush all lines with a full head of water.
3.IO SYSTEM ADJUSTMENT
A. Adjust pressure reducing valves to attain the required pressure (as shown on sprinkler head
legend) at the sprinkler head.
B. Heads shall be adjusted for alignment and coverage.
C. If it is determined by the Owner's representative that coverage could be improved by a nozzle
change, make such changes as part ofthe work.
3.I I PRESSURE TESTS
A. Provide all equipment necessary to test systems, including a pump. Perform all hydrostatic tests
in presence ofthe owner's representative.
B. All mainlines shall be filled with water for at least 24 hours prior to testing, and shall be tested
under a hydrostatic pressure of 150 PSI for a period of2 hours unless otherwise approved.
3,12 COVERAGE TESTS
A. Perform coverage tests after system is completed, but prior to any planting. Test system
(including existing irrigation retained) to assure that all turf and planting areas are watered
completely and uniformly.
B. Make all necessary adjustments, including realignment ofheads to provide required coverage and
minimize overspray to pavements, sidewalks and structures.
3.13 OPERATINGINSTRUCTIONS
A. Train the Owner's maintenance personnel in proper operation of all major equipment, including
recommended winterization orocedures.
B. Provide this trainine at the Owner's convenience.
3.14 CLEAN.UP
A. Upon completion of work, restore ground surfaces to required elevation and remove excess
materials, debris and equipment from the site to the satisfaction of Owner's representative.
END OF SECTION
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SECTION O33OO
CONCRETE SLAB.ON-GRADE AND SLAB.ON-DECK
PART I . GENERAL
I.OO RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division l-specification sections, apply to work ofthis section.
1.OI DESCRIPTION
A. Work Included: Work consists of fumishing all labor, material, and equipment necessary for
completion of all concrete work.
I.O2 QUALITY CONTROL
A. Requirements of Regulatory Agencies: The Work under this section shall be subject to all
applicable provisions of the state and local building and safety codes.
B. Reference Standards: Comply with following standards except where more stringent
requirements are shown or specified:
l. ACI 301-89, "specification for Stmctural Concrete for Buildings." A copy of ACI 301
wilt be available at the Architect's office during bidding. Conffactor shall make a copy
of ACI 30 I available at the project field office for the duration of the project'
2. ACI SP- 15, "ACI Field Reference Manual."
3. ACI 302.1R-96, "Guide for Concrete Floor and Slab Construction."
C. The Contractor is responsible for quality control, including workmanship and materials fumished
by his subcontractors and suppliers.
l. Inspection or testing by the Owner does not relieve the Contractor of his responsibility
to perform the Work in accordance with the Contract Documents.
2. Workmanship: The Contractor is responsible for and shall bear the cost of correcting
concrete work which does not conform to the specified requirements including, but not
limited to, strength, tolerances, finishes, jointing and curing. Conect deficient concete
work by means acceptable to WJE. The cost of extra work incurred by WJE to approve
colrective work shall be borne by the Contractor'
D. Record of Work: A record shall be kept by the General Confiactor listing the time and date of
placement of all concrete. Such record shall be kept until the completion of the project and shall
be available to WJE for examination at any time.
All concrete batch trip tickets will be collected and retained by the Contractor. Concrete batch
trip tickets shall contain information specified in ASTM C94, Paragraph entitled "Batch Ticket
Information," including items 15.2.1 through 15.2.8. Batch trip ticket shall also show the total
amount of water in the mix as batched (including water present in the aggregate before batching)
and the amount of water required by the design mix proportions'
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I.O3 QUALITY ASSURANCE
A. The Contractor will employ an Independent Testing Laboratory.
B. WJE and Independent Testing Laboratory shall be offered uninterrupted access to the ready-mix
batching plant at all time that the work is in progress.
C. Provide the Testing Agency with the following:
l. Incidental labor required to facilitate testing.
2. Appropriate advance notice when concrete is to be placed.
3. Storage facilities for concrete test cylinders.
4. Materials, samples, and access to materials as required for testing.
5. Reimbursement of costs for testing and inspection resulting as a consequence of the
followine:
a. Work not in comDliance with the Contract Documents.
b. Testing to veri! the adequacy of work done, without prior notice, without
proper supervision, or contrary to standard construction practice.
I,O4 SUBMITTALS
A. Submit concrete mix design information in accordance with Section 01300.
B. Mix Design:
The concrete shall have the following Properties:
1. Normal weight aggregate of 3/4 inch top size.
2. Minimum 28-day compressive strength of 5,000 psi.
3. Cement content ranging from 5 to 7 sacks per cubic yard.
4. A water/cement ratio not exceeding 0.45.
5. Air entrainment, with an air content of 5% to 8% at point of discharge from the pump
line, or Georgia BuggY.
6. Slump at delivery of 2 to 4 inches.
7 . No chlorides. Other additives may be submitted for approval by Engineer.
C. Submit samples of pattems for stamped concrete layout to Owner's Representative for approval.
I.O5 DELIVERY, STORAGE, AND HANDLINC
A. Delivery of Materials: Deliver materials in manufacturer's unopened containers fully identified
with manufacturer's name, trade name, type, class, grade, size, and color.
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Storage of Materials: Store materials in unopened containers. Store off ground and under cover,
protected from damage.
Reinforcing: Unload and store reinforcing steel so they will be kept free of mud and damage.
Concrete:
I Hauling Time: Discharge all concrete transmitted in a truck mixer, agitator, or other
transportation device not later than l-1/2 hours, or 300 revolutions of the drum after the
mixing water has been added, whichever is earliest.
Extra Water: Deliver concrete to the job in exact quantities required by the design mix.
Should extra water be required before depositing the concrete, the Contractor's
Superintendent shall have sole authority to authorize the addition of water in quantities
approved by WJE. When added to the concrete, it shall be mixed thoroughly for 30
revolutions of the drum at mixing speed, and may be added at the site only once to each
batch.
3. Air content at point of placement will be tested at beginning of placement and will be
5o/o to 8%6. Conractor will add air entrainment admixture on site if necessary and re-test.
JOB CONDITIONS
Environmental Requirements:
1. Cold Weather Placement: When depositing concrete after the hrst tiost or when the
mean daily temperafures are below 40 degees F., follow recommendations of ACI 306
as modified herein. Maintain concrete temperature at a minimum of 55 degrees F. for
not less than 72 hours after depositing. Do not place concrete without approval of WJE
on days when temperahrre at placement is below 30 degrees F. Job-cured cylinders for
verification of strength and/or the adequacy of the Contractor's protective methods, may
be required by WJE.
2. Hot Weather Placement:
a. When depositing concrete in hot weather, follow recommendations of ACI 305
as modified herein. The temperature of concrete at time of placement shall not
exceed 90 degrees F. Protect to prevent rapid drying. Stan finishing and curing
as soon as possible. When the air temperature is expected to exceed 90 degrees
F., the Contractor shall not place concrete that day. The specified water
reducing retarding admixture may be used upon acceptance of WJE. The use of
continuous wetting or fog sprays may be required by WJE for 24 hours after
depositing.
Protection: Protect newly hnished slabs from rain damage. Protect finished slabs from mortar
leakage from pouring of concrete above. Cover walls, glazing, and other finish materials with
polyethylene or otherwise protect from damage due to pouring ol concrete.
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1.06
B.
PART2 - PRODUCTS
2.OO GENERAL
All materials in accordance with ACI 301 unless amended or superseded by requirements of following
articles or Ceneral Notes on the structural drawings.
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2.01 CONSTRUCTION JOINT MATERIALS
A. General: Hand-tool all constnrction joints, unless otherwise approved by Engineer.
2.02 CONCRETEMATERIALS
A. Refer to Paragraph 1.04.
2.03 RELATED MATERIALS
A. Moisture-Retaining Cover will be Polyethylene-coated burlap, with clean burlap that will not
stain concrete, complying with ASTM C 171.
B. Filrn-forming curing compound, to be submitted and approved by Engineer for use in addition to
cover.
PART 3 - EXECUTION
3.OO GENERAL
A. Perform concrete work in accordance with ACI 301 except as specified herein and on the
drawings.
B. Use ready-mixed concrete conforming to ASTM C94; no job-mixed concrete allowed.
3.OI SUBGRADEPREPARATION
A. For the slab-on-grade, the top 12 inches of existing subgrade shall be removed. The exposed soils
in these areas shall be scarified to a depth of 6 inches, moisture conditioned, and compacted prior
to placement of fill materials in loose lifts not exceeding 8 inches. Fill materials should conform
to CDOT specifications for Structure Backfill as follows:
Sieve Size % Passing by Weight
100
No.4 30- 100
No. 50 l0-60
No. 200 5-20
And, Liquid Limit less than or equal to 35
Plasticity Index less than or equal to 6
The entire subgrade shoutd be ,n
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urb,u condition before placement of concrete.
B. Slab-on-Grade Subgrade: Underslab surfaces shall be fine graded to smooth, level surface prior to
installation of slab forms.
C. Slab-on-Deck Subgrade: The concrete for the slab-on-deck shall be placed on the new insulation
boards or on the new drainage boards.
3.02 INSTALLATION OF EMBEDDED ITEMS
A. General
l. Coordinate work with requirements of other trades and notifu WJE of all conflicts and
nonconformins conditions.
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B. Embedded Pipes and Conduits: Conform to requirements of ACI 3 l8 6.3.
C. Anchor Bolts, Inserts, Form Blockouts, and other items built into the slab (not cored later) shall
be securely fastened to formwork or held in place with templates. Insertion into concrete after
casting is not allowed.
3.03 JOINTS
A. Construction Joints: Form construction joints at locations and as shown on the drawings.
B. Control Joints: Hand tool control joints as soon as possible after placing concrete without
dislodging aggregate and to a depth of I inch as follows:
I . Spray-apply curing compound, if used, immediately after completing fnishing and
before tooline.
2. Hand-tool joints in a neat, vertical straight line along chalk lines. Complete tooling as
soon as the slab will support the weight of the operator without chipping, spalling,
tearing or disturbing final finish. Joint shall be cut as soon as the operator can walk on
the slab and not leave footprints or wheel tracks, and when the compressive strength of
the concrete is between 150 psi and 800 psi (normally within 2 hours after final finishing
at each ioint location).
3. The ,o"t* op"ru,,on shall be completed within the specified time.
4. The joints shall be tooled at the required spacing consecutively in the sequence of the
concrete placement. A chalk line for markingjoint location shall not vary more than l/4
inch from the true joint alignment.
5. Workers and inspector shall wear clean, mbber-soled footwear, and the number of
persons walking on the pavement shall be limited to those actually performing the
tooling operations.
6. Immediately after the joint is tooled, the joint and adjaccnt concrete surface shall be
thoroughly cleaned of all debris with a dry vacuum that has a filter such that no visible
dust or debris is blown out of the vacuum onto the fresh concrete.
7. The Contractor will be expected to iurange the scheduling of tooling the joints so that
every possible effort is made to control cracking by the use oftooledjoints.
C. Isolation Joints: Separate slabs from vertical surfaces, columns, etc. with specified expansion
joint material unless otherwise shown on the &awings. Refer to drawings for special isolation
joint details.
3.04 CONCRETE PLACEMENT AND FINISH
A. Preplacement Inspection: Formwork installation, and installation of all items to be embedded or
cast-in to be verified by the Contractor prior to placement.
B. General: Comply with ACI 301, ACI 304, and as herein specified.
l. Do not place concrete in free-standing water, over ice, or on frozen subgrade.
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Placing:
l. Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous
operation, within limits of construction joints, until the placing of a panel or section is
completed.
Continuous intermediate screed strips at intervals not grcater than 15 feet set prior to
concrete placement are required.
Consolidating:
l. Consolidate the concrete by hand-spading, rodding, or tamping. Use equipment and
procedures for consolidation of concrete in accordance with ACI 309.
2. Consolidate concrete during placing operations so that concrete is thoroughly worked
around embedded items and into corners.
Floating:
l. Strike off concrete surface and use a l0-foot highway straight edge to float the surface
and achieve proper elevation tolerance. Spot float the slab in specific locations if
necessary.
Elevation tolerance:
l. No more than 3/16 inch in l0 feet. No low spots permitted.
Provide broom finish.
Imprint or stamp concrete paving in consistent, true lines, uniform in depth.
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3.05 CONCRETE CURING, PROTECTION, AND CORRECTION
General:
1. Protect freshly placed concrete from premature drying and excessive cold or hot
temperatures. Maintain concrete with minimal moisture loss at a relatively constant
temperature for the period necessary for hydration of the cement and hardening of
concrete.
2. If conditions warrant (excessive wind, heat, etc.), spray-apply a clear dissipating curing
compound immediately after final finishing of slab, before tooling, and in compliance
with manufacturer's written instructions.
3. Wet burlap curing shall start as soon as tooling and debris clean-up is completed. The
curing period shall be seven days for all concrete.
4. Curing shall be in accordance with ACI 301 procedures. Avoid rapid drying at the end
ofthe curing period. During hot and cold weather, cure concrete in accordance with ACI
305 and ACI 306.
B. Curing Methods: Perform curing of concrete by keeping all slabs continuously moist for their
frst seven days using polyethylene-backed burlap, placed in widest practical width with sides and
ends lapped at least 6 inches and sealed by waterproof tape or adhesive. Immediately repair any
holes or tears during curing period using cover material and waterproof tape. Inspect at least
twice a day and re-wet as necessary.
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C, Corrections:
l. Conect unaccepably higb or low areas during or immediately after complction of
surface finishing operations by cufiing out low eas and replacing with ftesh conq€ta.
Finish repabed areas to blend with adjacent concretg.
2. For hardended concret€, repair defective areas, €xcept random cracks, by removing all
concttte botween nearest contol joints and replacing with fresh cons€te. Dowel new to
existing concrete in a maimer acccptable to the ArchitecL
END OF SECTION
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SECTION 03366
PATCHING OF DETERIORATED CONCRETE
PART I . GENERAL
I.OO RELATED DOCUMENTS
Drawings and general provisions ofthe contract apply to work of this section.
I,O1 DESCRIPTION
A. Work Included: Work consists of removal of deteriorated concrete where shown on the drawings,
preparation ofconcrete substrate for patching, concrete bonding, concrete patching, and curing.
1.02 QUALTTY CONTROL
A. All concrete work shall be performed in general compliance with "Specifications for Stmctural
Concrete for Buildings," ACI 301-89, and other ACI documents as appropriate AND "Standard
Specifications for Latex - Modified Concrete (LMC) Overlays," ACI 548.4.
I.O3 SUBMITTALS
1.05
All submittals required under this section will be submitted to the Engineer.
A. Submittals: Manufacturer's literature, Material Safety Data Sheets and application instructions for
each type of material used.
B. Wananty: As required by Section 01740 - Warranty, Contractor agrees to repair or replace
concrete patch (including labor, materials, and any necessary associated costs) which fail to
perform in adhesion, cohesion, weather resistance, general durability, or appear to deteriorate in
any other manner not clearly specified by submitted manufacturer's data as an inherent quality of
material for exposure indicated. Provide warranfy signed by Installer and Contractor.
PRODUCT DELIVERY AND STORAGE
A. Delivery: Deliver materials to job site in sealed, undamaged containers. Identi$ each container
with material name, date of manufacture, and lot number.
JOB CONDINONS
A. Install materials in strict accordance with all safety and weather conditions recommended by
manufacturer, product literature, or Material Safety Data Sheets. Do not proceed with installation
of materials under adverse weather conditions, or when temperatures are below or above
manufacturer's recommended limitations for installation. Proceed only when forecasted weather
conditions are favorable for proper cure.
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PART 2 - PRODUCTS
2.OI MATERIALS
c.
Horizontal patching (not for use in vertical or overhead applications):
1. SikaTop lll or 122 by Sika.
2. Renderoc S or Renderoc SD by Fosroc.
3. Emaco T430 by Chemrex.
4. Other as approved in writing by Engineer.
Vertical and overhead patching:
l. SikaTop 123 by Sika.
2. Renderoc HB or HBA by Fosroc.
3. Emaco R350 CI by Chemrex.
4. Other as approved in writing by Engineer.
Bonding grout:
L Paste fraction ofpatching material used,
PART 3 - EXECUTION
3.02
Preparation:
A. Allow previously placed overlay or patching mortar to cure at least 48 hours before scariffing or
chipping adjacent concrete within 6 ft.
B. Whenever possible, sawcut or grind perimeter of patch area to a depth of at least l/4 in. prior to
removing loose concrete, to provide a solid shoulder for the patch.
C. Remove all loose, cracked, honeycombed, or otherwise damaged concrete, concrete contaminated
with bond inhibiting materials, or concrete indicated to be removed, to expose sound concrete.
Saws, grinders, scarifiers, and chipping hammers (15 lb or less total tool weight) may be used for
this. All existing concrete surfaces to which new concrete or mortar materials are to be bonded
shall have a clean roughened surface. Fine aggregate should be exposed and coarse aggregate
fractured (this includes areas cut with saws or grinders).
D. As the hnal stage of surface preparation, dry sand blast the bonding surfaces and any exposed
reinforcing. The perimeter of each area to be patched must be saw cut a minimum of l/8 inch
deep perpendicular to or slightly undercut to the concrete surface. Adjust depth of saw cuts to
prevent damage to reinforcing steel. Refer to the Intemational Concrete Repair lnstitute
publication on surface preparation guidelines for repair ofconcrete.
Reinforcing:
A. Do not damage reinforcing steel during concrete removal. Clean reinforcing of all loose concrete,
mortar and rust. Where bond between existing concrete and reinforcing has been compromised or
if more than one-half the thickness of a reinforcing bar is exposed, excavate the entire perimeter,
providing a minimum of 3/4 in. clearance between sound concrete that is to remain and the
reinforcing. Any damaged reinforcing may require replacement with equivalent new reinforcing
at the discretion ofthe Eneineer.
B.
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3.03 Bonding and Placement:
A. Clean surfaces to be patched or to receive bonded materials of dust and weak or loose material
with oil-free pressurized air spray. Immediately before placement of repair mortar, wet the
prepared substrate surfaces. However, when scrubbing the bonding grout onto the substrate, the
substrate surfaces must by dry, with no standing water.
B. Bond properly mixed new materials to existing concrete as follows: lmmediately prior to
placement of new repair mortar, scrub bonding grout (paste fraction of patching material)
thoroughly into the concrete substrate, filling all pores and voids. Then immediately place new
concrete or repair mortar; press material firmly against all substrate surfaces; consolidate, screed,
and finish. Do not allow bonding grout to dry on substrate. If this occurs, it must be removed by
sandblasting or other method approved by the Engineer, and reapplied. Strictly observe the pot
life restriction for polymer modified materials, which is rypically 20 to 30 minutes after addition
of oolvmer or water. Discard all such materials after this oeriod. Do not re-temDer.
c.Curing:
l. Apply a single layer of damp polyethylene-backed on the surface immediately after the
finishing operation. Exercise care to prevent damage to the surface texture. Ensure that
edges of adjacent strips of burlap overlap a minimum of 6 inches. Extend burlap 6
inches beyond repair area. Install a 6 mil layer o[ plastic sheet over the wet burlap,
extend the plastic sheet 12 inches beyond the burlap, and duct tape the plastic to the
concrete. Maintain this cover system so the overlay stays damp for a minimum of 48
hours.
Clean up: Remove mortar splatters or dropping from surrounding areas.
END OF SECTION
D.
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SECTION 03603
EPOXIED.IN DOWELS
PART 1-GENERAL
I.OI DESCRIPTION
O A. Related work specified elsewhere
l. Section 01010 - Summary of Work
B. Work supplied and installed but specifred elsewhere:
a l. Reinforcing steel used as epoxied-in dowels (Section 03300 - Concrete)
C. Description of Systems
1. Lay out holes for epoxied-in dowels
2. Drill holes
o t^.
il::lHffi:i.?J#",.ingsteer inposition
D. Definition
l. Epoxied-in dowel: The completed composite consisting of the reinforcing bar
O surrounded by epoxy within the drilled hole.
1.02 QUALITY ASSURANCE
A. Applicator Qualifications
l. The Contractor shall have three years of experience in performing work similar to that
C shown in the drawings and specifications.
2. A full-time on-site supervisor shall be provided by the Contractor for the duration ofthe
epoxied-in dowel work. This supervisor shall have had 2 years documented supervisory
experience with the products to be used.
) B. Allowable tolerances:
1 The epoxied-in dowels shall be installed such that the ends of dowels and cover are
within +0 and -ll2 in. of that specified.
1.03 SUBMITTALS
O A. The Contractor shall submit the following to the Engineer:
l. Technical data sheets for each epoxy product or formulation to be used showing that his
products meet the requirements of the specifications. Technical data shall include:
o I [Tfifftl';o
c. Initial cure time (1000 psi)
d. Tack free (thin filrn)
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e. Final cvre (7 5o/o ultimate strength)
f. Tensile elongation by ASTM D638-76 (14 days)
C. Tensile elongation by ASTM D638-76 modified (14 days)h. Flexural shength and modulus per ASTM D'790-7 | at 24 hrs, 3 days, and 7
days at 77 ' F
i. 24-hr compressive strength by ASTM Cl09 modified (l part epoxy to 3-l/4
parts aggregate)
2. Documentation of experience of supervisor of epoxied-in dowel crew or experience of
supervisor and trainer as supplied by the material supplier.
I.O4 PRODUCT DELIVERY
A. The product shall be delivered and handled according to the manufacturer's recommendations.
B. Damaged, open containers shall not be used.
I.O5 JOB CONDITIONS
A. Existing and environmental conditions: The Contractor shall examine the condition of surfaces
into which epoxied-in dowels are required. He shall follow the recommendations of the
manufacturer with regard to limitations of the materials in various moisture and temperature
levels.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Epoxy:
l. The epoxy to be used for the epoxied-in dowels shall be Concresive l4l1 as
manufactured by Adhesive Engineering Company, Renton, WA, or equal.
2. The epoxy shall be a two-component, IO0-percent solid epoxy. The product shall be
non-sag on vertical surfaces up to 3/4 in. thick.
3. Color shall be concrete grey upon mixing both components.
4. Pot life shall be 2 hours at 70'F in l-sallon mass and I hour and 45 minutes at 85' F.
B. System: Hit HYl50 System, by Hilti, Inc.
PART 3 _ EXECUTION
3.OI INSPECTION
A. Examine surfaces into which epoxied-in dowels are to be installed for:
I . Unsound concrete that will adversely affect the execution and quality of work
2. Interference with existine hardware fixtures or other items mounted on the concrete
surface.
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3.02
3.03
B. NotiS the Engineer of such conditions and proceed with work outside those areas so described.
PREPAMTION
A. Lay out the locations of epoxied-in dowels according to the Drawings.
IN STALLATIONiAPPLICATION,TERFORMANCE/ERECTION
A. Drilling holes:
l. Holes may be wet- or dry-drilled using either percussive or rotary machines to specified
depth.
2. Wet-drilled holes shall be flushed with clean water to remove residue, then blown out
using oil-free compressed air, or allowed to air dry.
3. Dry-drilled holes shall be blown out using oil-free compressed air.
B. Reinforcing steel for epoxied-in dowels shall be 60 ksi minimum yield strength. lt shall be dry
and free from contaminants, such as rust, dirt, oil, and grease.
C. Proportioning and mixing:
l. Mix the proportion of quantities of the components of the epoxy according to the
manufacturer's directions. ScraDe out the entire contents of both cans to assure accurate
proportions.
2. Mix the contents with a paint stirrer attached to a low-speed (400-600 rpm) electric or
pneumatic drill for about 3 minutes. Move the stirrer up and down and around the sides
until an even streak-flree color is obtained. Do not whiD in at.
D. Installation:
l. A non-sag epoxy grout requires that the epoxied-in dowel be installed by batch mixing
and injection of a premeasured quantity to the back of the hole and insertion of the
dowel.
2. The method of installation is intended to achieve 100 percent filling ofthe annular space
between the reinforcing and the drilled hole.
3. The Contractor may use one of the following methods:
a. Suction tube. This is a simple tube of a size that will fit inside the anchor hole.
The tube is fitted with an irurer (plunger) tube that has a screw, approximately 3
inches long, attached to one end. Approximately 3 rubber washers, alternated
with smaller metal washers are attached to the end of the machine screw. The
rubber washers must be in contact with the inner surface o[ the outer tube to
provide an airtight seal.
Place the open end of the outer tube into the mixed grout and suck the material
into the tube by slowly pulling out the plunger tube. When filled, remove the
tube, leaving the plunger in place and wipe off excess grout.
Insert the filled tube into the back of the anchor hole. Slowly withdraw the
outer tube with one hand while keeping firm pressure on the plunger with the
other hand. Note: Only partially fill the hole. Calibrate the tube for the
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3.04 CLEAN-UP
b.
Personnel Safety:
2.
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estimated volume of grout for the hole with a piece of tape around the outside
of the plunger tube. Insert the anchor into the filled hole while slowly working
it back and forth to assist removal of air. Insert small wooden wedges into the
hole opening to position the anchor temporarily until the grout has set or gelled.
Hand or Power Operated Caulk Gun. The caulk gun should be fitted with a
wide tip opening and a length of polyethylene tubing matching the depth of the
anchor hole.
Fill the gun with epoxy grout in the same manner as for sealant.
Place the extension tube to the bottom of the anchor hole. Begin injection
evenly, while slowly withdrawing the tube.
Insert the anchor as above.
Grout Pump. If a grout pump is used, contact the pump manufacturer as to
specific model recommendations for the consistency of viscosity of the epoxy
in use.
Use an extension tube or hose in a similar manner to the caulk gun.
Clean the pump periodically to avoid hardening of the grout, since cured epoxy
is dilficult to remove.
Avoid skin contact with epoxy materials, solvents and epoxy strippers. Epoxy resins and
particularly epoxy hardeners may cause skin sensitization.
Wear rubber gloves (preferably with a cloth liner) and protective clothing. Where
splashing may occur, wear goggles or face shields. Barrier creams are recommended but
do not substitute for protective clothing.
If skin contact occurs, wash immediately with a waterless cleaner, followed by soap and
water. Should eye contact occur, flush immediately with plenty of water for 15 minutes
and call a physician.
END OF SECTION
03603-4
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SECTION O55OO
METAL FABRICATIONS
PART 1 - GENERAL
1.OI DESCRIPTION
A. Work Included: Work consists of furnishing all labor, material and equipment necessary to
fabricate and provide items listed under paragraph C.
B. Related Work:
L Section 03300: Concrete Slab-on-Grade and Slab-on-Deck
2. Section 04230: Reinforced Unit Masonry
3. Section 05120: Structural Steel
4. Section 09900: Painting
C. Work Furnished but not Installed:
l. Anchor Bolts, Embed Plates, and Weld Plates for Anchoring Metal Fabrications: Install
under Section 03300 or Section 04230.
2. Handrails and suardrails.
3. ntt ott ", misc]tlaneous angles, channels, tubes, and plates as indicated on the drawings
and not snecified elsewhere.
D. Definitions:
l. Metal Fabrications: Synonymous with miscellaneous metals.
I.O2 QUALITY ASSURANCE
A. Fabricator Qualifications: Experienced in fabrication ofmiscellaneous steel.
B. Welder Qualifications: Welding shall be done only by certified welding operators crurently
qualified according to AWS D I .1
C. Reference Standards:
l. Welding: Meet requirements of AWS "Structural Welding Cods," Dl.l, latest edition.
I.O3 SUBMITTALS
A. Shop Drawings: Submit shop drawings as specified under Section 01300 for all custom fabricated
items under this section. Indicate profiles, sizes, connection attachments, reinforcing, anchorage,
size and type of fasteners and accessories. Include erection drawings, elevations and details where
applicable. Indicate welded connections using standard AWS welding symbols. Indicate net weld
leneths and sizes.
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B. Product Data: Submit product data as specified under Section 01300 for all manufacturers' stock
items under this section.
1.04 DELIVERY, STORACE AND I-IANDLINC
A. Deliver anchor bolts and other anchorage devices which are embedded in cast-in-place concrete
or masoffy consEuction to the project site in time to be installed before the start of cast-in-place
concrete operations or masonry work.
B. Provide sening drawings, templates, and directions for the installation of anchor bolts and other
similar devices.
C. Metals which are stored at the project site shall be above ground on platforms, skids, or other
supports. Protect steel from corrosion. Store other materials in a weathertight and dry place until
ready for use.
D. Store packaged materials in their original, unbroken package or container.
I.O5 JOB CONDITIONS
A. Protection: Protect any adjacent materials or areas below from damage due to weld splatter or
sparks during field welding.
PART 2 . PRODUCTS
2.OI MATERIALS
A. Steel Shapes, Bars, and Plates: Conform to ASTM A572 Grade 50 or ASTM A36.
B. Steel Pipe and Tubing: Conform to ASTM A53 Type E or S Grade B, 4501, or 4500, minimum
wall thickness, ll gauge.
C. Bolts: Conform to ASTM A307.
D. Welding Electrodes: Conform to AwS Dl.l, 70 Series.
2.02 FABRICATION
A. General: Fabricate in accordance with details and reviewed shop drawings, all miscellaneous
items of metal work indicated or as necessary to complete the work. Verifo dimensions on site
prior to shop fabrication.
B. All materials shall be new stock oftypes and sizes indicated.
C. Make all cuts clean and sharp with whe edges ground smooth. On completion, the work shall be
stmight, rigid and tight, and free from defects of any nature.
D. Close exposed ends of steel pipe or tubing with welded caps. Provide l/4 in. diameter weep holes
at 48 in. o.c. in the bottom ofsteel pipe or tubing to allow for drainage.
E. Fabricate items with joints neatly fitted and properly secured.
F. Fit and shop assemble, in largest practical sections, for delivery to site.
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G. Exposed mechanical fastenings shall be flush, countersunk screws or bolts, unobtrusively located,
consistent with desigr of structure, except where specifically noted otherwise.
H. Make exposed joints flush bun-rype, hairline joints where mechanically fastened.
I. Supply components for proper anchorage of metal fabrications. Fabricate anchorage and related
components of same material and finish as metal fabrication, unless otherwise specified or
detailed.
J. Welding: Comply with latest American Welding Society standards. Miter and cope intersections
and weld all around. Remove splatter, grind exposed welds to blend, and contour surfaces to
match those adjacent.
K. Shop Painting: After fabrication, clean off loose scale, rust, weld slag or flux deposit, oil, grease,
dirt or other foreign material. Prepare surfaces as required and shop coat all fabricated items with
red metal primer. Omit shop painting on surfaces embedded in concrete or requiring field
welding.
PART3. EXECUNON
3.OI INSTALLATION
A. Obtain Architect's and Engineer's review prior to site cutting or making adjustments which are
not part of scheduled work.
B. Install items square and level, accurately fitted and free from distortion or defects.
C. Make provision for erection sfresses by temporary bracing. Keep work in alignment.
D. Replace items damaged in course of installation.
E. Perform field welding in accordance with AWS Dl.l.
F. After installation, grind and touch-up field welds, scratched and damaged areas, and prime
painted surfaces. Use a primer consistent with shop coat.
END OF SECTION
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SECTION 06100
ROUGHCARPENTRY
PART I -GENERAL
1.OI DESCRIPTION
A. Work lncluded: work consists of furnishing all labor, material and equipment necessary for
completion of the following work:
1. Load-bearing and non-load bearing exterior wall framing
2. Load-bearing and non-load bearing interior wall framing
3. Floor Framing
4. Plywood wall sheathing
5. Plywood floor sheathing
6. Miscellaneous furring for wall finishes.
7 . Miscellaneous blocking
8. Roush hardware
g. al Jtne, wort normally related to the above or specified under this section.
B. Work Furnished but not lnstalled
l. Anchor bolts built into concrete for support of wood framing: Installed under Section
03300 Concrete Work.
1.02 QUALITYASSLIRANCE
A. Reference Standards:
l. Wood Framing: Comply with requirements of Uniform Building Code 1997 Edition and
National Design Specifications for Wood Constuction, Latest Edition, as published by
the National Forest Products Association.
2. Lumber: Comply with Grading Rules for Westem Lumber, as published by Westem
Wood Products Association or Standard Grading Rules for West Coast Lumber, as
published by West Coast Lumber Inspection Bureau.
3. Redwood: Comply with Standard Specifications for Grades of California Redwood
Lumber, as published by Redwood Inspection Service.
4. Plywood: Comply with U.S. Deparnnent of Commerce Product Standard PSI
Construction and Indusnial Plywood.
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B. Grade Stamps
l. Lumber: Each piece shall be WWPA or WCLIB grade stamped.
2. Redwood: Each piece shall be RIS grade stamped.
3. Plyrrood: Each panel shall be identified with the grade trademark of the American
Plywood Association.
I.O3 SUBMITTALS
Certificates: Submit plant certification starting compliance with specifications and code requirements for
all preservative and pressure teated wood. State process used, chemical content, moisture content and
furish restrictions.
I.O4 DELIVERY, STORAGE AND HANDLING
Stack all material minimum of 6 in. above ground to insure proper ventilation and cover with waterproof
covering.
PART 2 _ PRODUCTS
2.OI FRAMTNG LI.JMBER
A. Sound, thoroughly seasoned, surfaced four sides, well manufactured and free from warp not
conectable by bridging, blocking or nailing.
B. Moisture Content: Maximum of 19 percent
C. General Framing: Hem-Fir, Standard or Stud grade or bener.
D. Studs: Hem-Fir, Stud or No. 3 grade or better.
E. Plates: Hem-Fir, No. 2 grade or better.
F. Joists, Headers and Rafters: Hem-Fir, No. 2 grade or better.
G. Beams, Stringers, Posts and Timbers: Hem-Fir, No. I grade or better.
H. Blocking: Hem-Fir, Utility grade or better.
I. Furring: Hem-Fir, Standard grade or better.
2.02 PLYWOOD SHEATHING
A. Floor Sheathing: A.P.A. Sturd-l-Floor tongue and groove with exterior glue. Thickness and
panel index as indicated.
B. Wall Sheathing: A.P.A. Rated Sheathing Grade. Thickness and panel index as indicated.
2.03 REDWOOD
A. Exterior Fence Framing: Construction Common R.l.S. Grade Califomia Redwood,2x4 and 2x6,
s4s.
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2.04 METAL FRAMING ANCHORS
A.Acceptable Manufacturers:
l. Timber Engineering Co.
2. Simpson Co.
3. Or approved equal
General: Provide with nails and bolts according to manufacturer's requirements.
Types: Use the following types unless indicated otherwise:
B.
c.
l.
2.
3.
Post Base: Simpson "AB Adjustable Post Base" or Teco "Post Anchor."
Post Cap: Simpson "PC" or "EPC," model number to match column and beam sizes.
Teco "PC-1" and "PC-2" may be substituted for 4x column/beam connections.
Joist and Beam Hangers: Simpson "U Standard Joist Hangers" or Teco "Teco-U-Grip,"
sizes as required.
4. Rafter Anchors: Simpson "A35N Framing Anchors" or "H Ties." Teco "Trip-L-Grip,"
or "Ty-Down."
5. All purpose Framing Anchors: Simpson "A35N" or Teco "All Purpose."
6. Masonrv and Concrete Strap Anchors: Simpson "PA" or "PAT" Purlin Anchors.
2.05 ROUCH HARDWARE
A. Nails: Use common wire nail lengths and diameters unless noted. Threaded, hardened steel nails
may be substiuted for common size nails of corresponding size. Use annular-ring, common-
wire, galvanized nails for plyrvood. Galvanized nails shall be hot-dip galvanized, ASTM A153.
B. Bolts and Lag Screws: Common hexagonal head bolts and screws, ASTM 4'307.
C. Washers: Provide steel washers under all heads and nuts bearing against wood. Surface area of
washer to be minimum of 16 times the shank area of the receiving bolt or lag screw. Thickness
not less than l/10 ofthe washer diameter or length of longest side.
D. Steel Plates, Sraps and Weldments: ASTM A36, size as indicated. Where welded, provide
minimum of 3/16 in. fillet welds all sides and full length of contact surfaces unless noted. Use
860 or 370 welding electrodes. Prime with shop paint.
2,06 POWER.DRIVENANCHORS
Ramset or equivalent low velocity power driven fasteners, minimum I/8 in. shank diameter. Length as
required to penefate receiving member and back-up material in accordance with manufacturer's
recommendations.
2.07 EXPANSION BOLTS
Comply with FS FF-S-325, Croup II, Type 4, size as indicated. McCullough Industries, "Kwik-Bolt
Concrete Anchors," Wej-lt Expansion Products, Inc., "Wej-lt Concrete Anchors;" or approved equal.
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2.08 GLUE
Company with American Plyvood Association Specification AFG-01.
2.09 SILL SEALER
l12 in. x4" Owens Corning Fiberglass Sill Sealer, or approved equal.
PART 3 - EXECUTION
3.OI INSPECTION
Veriry that surfaces to receive rough carpentry are prepared to required grades and dimensions. Do not
begin work until unsatisfactory conditions are conected.
3.02 GENERAL
Cooperate with other trades. hovide required grounds, blocking, wood backing and framing. Perform
cutting and patching or rough carpentry work as required.
3.03 ROUGH HARDWARE
Provide and install rough hardware and metal fastenings as indicated, specified or required for proper
installation of rough carpentry.
Nails, spikes, screws and bolts, and similar items shall be sizes and types to properly secure members in
place.
3.04 FRAMING
A. General: Nail or spike members in accordance with Uniform Building Code. Framing 16 in. on
center unless otherwise indicated.
Cut framing square on bearings, closely fit, accurately set to required lines and levels. Secure
rigidly in place at bearings and connections. Use steel shims with full bearing on supports where
required for leveling. Shims shall be physically attached to supports by welding or other methods
acceptable to the Structural Engineer.
Frame members for passage of pipes and ducts to avoid cutting structural members. Do not cut,
notch, or bore framing members for passage ofpipes or conduits without acceptance of Structural
Engineer. Reinforce framing members as directed where damaged by cutting.
Keep framing 2 in. away from chimneys,4 in. from f[eplace back walls. Fire-stop concealed
spaces in framing not shut offby framing members to prevent drafts from one space to another.
Use 2 in. thick, accurately-fit wood blocking to fill opening.
B. Fasteners:
l. Nails: Where splitting is likely to occur, prebore nail holes l/2 size of nail diameter and
use threaded. hardened steel nails.
2. Bolts: Bolt holes shall be ll32 n. to l/16 in. larger than the bolt diameter. Carefully
center bolt hole between side plates and main members. Provide steel washers between
wood and bolt heads and/or nuts.
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3. Lag Screws: Provide steel washer between wood and screw head. provide lead holes
for the screw portion as follows:
Lag Screw Nominal Diameter
l/2 in. dia.
5/8 in. dia.
3/4 n. dia.
Lead Hole Diameter
5/16 in. dia.
13132 n dia.
l/2 in. dia.
c.
Lead holes for the shank shall have a diameter and length equal to the unthreaded portion of the
screw shank. Lubricate screw with soap before installing.
Anchors: Anchor carpentry work to masonry or concrete where required. Anchors as follows,
unless otherwise indicated.
L Wall Plates: l/2 in. x 8 in. bolts with washers at 4 ft on center unless otherwise
indicated.
Partition Plates on Concrete Floors: Expansion bolts or power-driven anchors at 4 ft on
center.
3" Posts: Post base and post cap at each post as specified and indicated.
5. Metal Framing Anchors: As specified or indicated.
D. Joists and Beams: Sizes and spacing as indicated. Set crown edge up with 3-ll2 in. bearing
unless noted otherwise. Toenail joist or secure with metal connectors. Lap and spike joists over
supports. Double joists under nonbearing partitions. Frame openings with multiple joists and
headers, each to consist of ll2 of the intemrpted joists plus l, unless otherwise indicated.
Support headers and joists framing flush into other members with metal joist hangers. Provide
blocking or suitable edge support between members as necessary to support edges of sheathing or
subflooring.
E. Bridging:
l. Cross Bridging: Required atjoists. Use lx3 strips with beveled ends, double crossed.
Secure with 2 - 8D nails each end, nailing bottom ends after subfloor is laid. Space rows
of bridging 8' -O on center maximum.
2. Solid Bridging: Provide between joists over all supports and as indicated; 2 in. x depth
of framing members, staggered for end nailing.
F. Studs: 2x4 and 2x6 at 16 in. on center, unless otherwise indicated match existing. Single bottom
plate and double top plates with joints staggered. Double studs at openings and niple at comers
and intersections unless otherwise indicated. Provide 2x8 headers over openings unless
otherwise indicated. Set studs directly over joists where possible. hovide blocking as necessary.
Provide blocking 24 n. on center between studs to receive vertical wood siding. Install
continuous fiberglass sill sealer under all exterior plates bearing directly on concrete.
3.05 PLYWOODSHEATHINGINSTALLATION
A. Floor Sheathing: lnstall tongue and groove plywood panels with face grain perpendicular to floor
joists and all end joints supported. Stagger ends of adjacent sheets 4'-O where possible.
Apply l/4 in. continuous bead of glue at each joist (wo beads at butt joints) immediately before
laying plyrvood sheet. Set and nail sheet leaving 1/16 in. space at ends and edges. Apply3/l6in.
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continuorxi bead in sheet groove before securing tongue and groove fit. Nail with 8d nails 12 in.
on center at all supports along edges and in field of panel.
B. Wall Sheathing: Install plywood panels vertically with all edges supported. Nail 6 in on center
along all edges and 12 in. on center along all intermediate supports unless indicated othenvise.
Use 6d nails for l/2 in. thickness and 8d nails for preater thickness.
3.06 REDWOODINSTALLATION
lnstall as specified for wood framing installation. For exterior fiaming use stainless steel, aluminum or top
quality hot-dipped galvanized nails. All exterior bolts and metals shall be galvanized. Nail 2x4 decking
with two nails and 2x6 decking with three nails at each support. Do not countersink nails.
END OF SECTION
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SECTION O75IO
PROTECTED PLAZA MEMBRANE AND SUBSUR-FACE DRAINAGE SYSTEM
PART I-GENERAL
I.OO RELATED DOCUMENTS
Drawings and general provisions ofthe Connact apply to work of this section.
I,OI DESCRIPTION
A. Work Included: Work consists of furnishing all labor, materials and equipment necessary to
effectively install a protected plaza membrane system to the structural concrete deck, planters,
and adjacent flashings, as shown on the drawings, including, but not necessarily limited to, the
following:
l. Removal ofexisting waterproofing membranes and surface prep.ration.
2. New waterproofing membrane system.
3. New flashing.
4. New fabric reinforcement sheet.
5. New separation/cap sheet.
6. New asphaltic protection board.'7. New subsurface drainage layer.
8. New drain.
9. New fasteners and contingent materials.
10. New and reuse of existing concrete brick pavers (Altemate No. l).
B. Related work sDecified elsewhere:
l. Demolition (Existing Membrane Removal): Section 02050
2. Concrete: Section 03300.
3. Sealants: Section 07900.
4. Flashings and Sheet Metal: Section 07600.
1.02 QUALTTY CONTROL
A. Requirements of Regulatory Agencies: The Work under this section shall be subject to all
applicable provisions of the state and local building and safety codes.
B. Qualifications:
l. Prior to the Notice of Award, the Contractor shall submit evidence that his existing
compiurv has five (5) years continuous successful experience in applying specified
material(s), and is currently an approved applicator for the specific material
manufacturer(s).
C. Manufacturer's Products: Obtain materials fiom only one manufacturer. Provide materials not
available from the manufacturer from sources which are recommended and approved by the
manufacturer.
D. Underwriters Laboratories (JL) Listed Products: Provide materials which have been tested and
listed by lJL, and bear UL label on each package, or are shipped to the project with a UL
certifi cation of comoliance.
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1.03
E. Fire and Insurance Ratings: Comply with ratings as required by governing authorities and codes.
SUBMIT'TALS
A. Required prior to the commencement of work in triplicate:
1. Manufacturer's literature, Material Safety Data Sheets and application instnrctions.
2. Sample copies of Contractor's wananty.
3. Copy ofthe completed manufacturer's warranty application.
4. Prior to the installation of this assembly, the following items are required to be sent to
American Hydrotech, Inc.'s Technical Services Department for review and approval.
Have American Hydrotech, [nc. contact WJE to confirm that they have received the
requested items.
a. Submit Hydrotech's Project Registration Form to American Hydrotech, Inc.
The Project Registration Form must be filled out completely and accurately,
including any deviations requested from this specification for approval.
b. Submit a plan drawing to American Hydrotech Inc. showing the substrate
outline and dimensions and location and type ofALL penetrations.
c. Submit to American Hydrotech, inc. all typical and any atypical or "special"
condition details which are to be used in the project.
B. Required after the completion of work:
1. Copy ofmembrane manufacturer's guarant€e inspection report.2. Manufacturer's lO-year "Watertightness Wananty" (paid for by contractor).
3. Contractor's 2-year Workmanship Warranty: Submit two copies of written warranty
agreeing to repair of replace membrane waterproofing which fails to perform as
watertight; or fails in adhesion, cohesion, or general durability; or appe.rs to deteriorate
in any other manner not clearly specified by submitted manufacturer's data as an
inherent qualiry of the material for the application indicated. Provide warranty signed by
the Installer and General Contractor. Wananty period is two (2) years from date of
substantial completion of the project.
I.O4 PRODUCT DELIVERY AND STORAGE
A. Delivery of Materials: Deliver material to job site in sealed, undamaged containers. Identif, each
container with material name, date of manufacturer, and lot number.
B. Keep all materials dry while they are transported, stored and installed. Do not allow materials to
be exposed to any moisture anywhere, at any time, during transportation, storage, handling and
installation. Reject and remove from the site any new materials which exhibit evidence of
moisture during application, or have been exposed to moistue. Reject and remove from the site
any materials which have moisture content more than l0 percent greater than the Equilibrium
Moisture Content (EMC) at 90 percent relative humidity.
C. Store all materials on raised platforms with weather protective coverings. The manufacturer's
standard packaging and covering is not considered adequate weather protection. Tarpaulins are
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required for protection of all materials. MATERIAL STORAGE PROCEDURES WILL BE
CONSTANTLY MONITORED AND STRICTLY ENFORCED.
D. Materials stored on plazas shall be limited to the safe loading of installed materials, decking and
structural framing.
E. Store all adhesives at temperatures between 60o F. and 80o F. If exposed to lower temperatures,
restore materials to 60o F minimum temoerature before usine.
I.O5 JOB CONDITIONS
C.
All dimensions and existing details shall be field-verified by Contractor prior to bidding and
acquisition or installation of materials. Contractor shall notifo the Engineer of any existing
condition found to be different than that indicated in the Contract Documents. Engineer shall
review the situation and inform Contractor ofnecessary changes, ifany.
Install materials in strict accordance with all safety and weather conditions required by
manufacturer, product literature, Material Safety Data Sheets, or of local, state, and federal rules
and regulations.
Locate kettles away from flammable materials and mechanical air intake systems. Observe all
tire, safety and pollution regulations of goveming authorities.
Application of the membrane shall not commence nor proceed during inclement weather. All
surfaces to receive the membrane shall be free of water, dew, frost, snow or ice.
Application of membrane shall not commence nor proceed when the ambient temperature is
below 0o F.
A.
B.
D.
E.
1.06
F. Preparation and application ofmembrane must be conducted in well-ventilated areas.
G. Over its service life, do not expose membrane or accessories to a constant temperature in excess
of 180'F (i.e., hot pipes and vents or direct steam venting, etc.).
H. Adhesives contain petroleum distillates and are extremely flammable. Do not breathe vapors or
use near an open hre. Do not use in confined areas without adequate ventilation. Consult
container or packaging labels and Material Safety Data Sheets (MSDS) for specific safety
information (available from American Hyikotech).
I. Do not allow waste products (petroleum, grease, oil, solvents, vegetable or mineral oil, animal
fat, etc.) to come in contact with the membrane system. Any exposures to foreign materials or
chemical discharges must be presented to American Hydrotech, Inc. for evaluation to determine
any impact on the membrane assembly performance.
CHANGES IN THE WORK
A. During waterproolmg membrane work, the Contractor may encounter existing conditions which
are not now known or are at variance with the drawings or specifications (discovery). Such
conditions may interfere with the work and may consist of damage or deterioration to the deck or
surrounding materials or components which could jeopardize the integrity of the new membrane.
The Contractor shall notiS the Engineer of all discoveries he believes may interfere with proper
execution of the work or jeopardize the integrity of the new membrane prior to proceeding with
work related to such discoveries.
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B. In the event of discrepancies within the Drawings, within the Specifications, or between the
Drawings and Specification, the more stringent of the nvo items shown or described shall be
considered to be shown or specified at all locations where the discrepancies occur. The Engineer
shall be notified of such discrepancies.
C. When a substitute or alternate is requested by the Contractor, and such substitute or alternate is
accepted by the Engineer, the Contractor shall bear all additional costs which may arise directly
or indirectly from the use of the substitute or altemate.
1.07 woRK SEQUENCE
A. Do not install materials when rain is imminent. Do not remove excessive quantity of existing
membrane ahead of installation.
B. Install only as much membrane and protection sheet as can be completed by the end ofeach work
day.
C. Installation of the new membrane system shall be coordinated with removal operations specified
in other sections.
PART 2 - PRODUCTS
2.OI MANUFACTURER
A. The components of this waterproofing membrane assembly are to be products of American
Hydrotech, Inc., or others as specified.
2.02 MEMBRANE
A. Membrane shall be fluid applied, rubberized asphalt membrane as furnished by American
Hydrotech, Inc.
2.O3 RELATED MATEzuALS
A. Surface Conditioner: An asphaltic based surface conditioner for concrete surfaces meeting ASTM
D 41-85 and/or CGSB I 5M, as fumished by American Hydrotech, Inc.
B. Flashing: Flex Flash LJN, .060 in. thick specially formulated uncured neoprene flashing sheet; as
fumished by American Hydrotech, Inc.
C. Fabric Reinforcing Sheet: Flex Flash F, Spunbonded polyester fabric reinforcing sheet; as
fumished by American Hydrotech, lnc.
D. Bonding Adhesive: Used to bond Flex Flash tlN to substrate, as fumished by American
Hydrotech, Inc.
E. Splicing Cement: Used to bond Flex Flash IJN together, as fumished by American Hydrotech,
Inc.
F. Lap Sealant: Used to seal the edge of Flex Flash UN splices, as furnished by American
Hydrotech, Inc.
G. Separation/Cap Sheet: Hydroflex No. 30 separation/cap sheet as furnished by American
Hvdrotech. Inc.
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Asphaltic Protection Board: Multi-ply semi-rigid core composed of mineral-fortified asphaltic
core formed between two outside layers of asphalt-impregnated reinforced mates, manufactured
in accordance with ASTM D6506, by W.R. Meadows, Inc. Use l/4 in. thick heavy dufy (PC-3)
for use on horizontal surfaces over Hydroflex 30. Use l/8 in. thick standard duty (PC-2) for
vertical surfaces over Hydroflex 30.
Subsurface Drainage Layer: Hydrodrain 300 composite drainage system as fumished by
American Hydrotech, Inc.
Install new drain: Zurn Z-158 8 in. prom deck drain. No-hub outlet. D.C.C.L body with polished
nickel bronze grate. Provide stainless steel perlorated extension for additional height above 2 in.
Provide sediment bucket.
Extruded polystyrene foam insulation board by Dow Chemical Company. 2 in. thickness, 60 psi
density.
PART 3.EXECUTION
SUPPORTING DECK CRITERJA
A. A proper substrate shall be provided to receive the membrane system. The contractor shall not
proceed with the installation until all defects in the substrate have been corrected and approved by
American Hydrotech, Inc. and the Engineer.
B. Concrete curbs, expansion joints, and transitions from one surface plane to another (inside and
outside corners) must be cleanly formed, free ofbroken edges and excess concrete.
SURFACE PREPARATION
A. Before commencing work, examine all areas to ensure that work done by other trades (if any) is
complete and ready to receive membrane. The contractor shall report in writing to the Engineer
any conditions which will adversely affect the membrane system installation and/or performance.
Do not proceed with the membrane installation until these conditions have been corrected and
approved by the Engineer.
l. Remove existing waterproofing membrane.2. Substrate defects (i.e., voids, form tie holes, honeycombing, cracks, etc.) must be
properly patched using a latex modified concrete or another American Hydrotech, Inc.
and Engineer acceptable material prior to the application ofthe membrane.
3. Remove all concrete fins and projections, concrete splatter and any other irregularities
which would prevent the monolithic, continuous application of the membrane.4. Shotblast or scarifu concrete to remove all asphalt solids (remaining stains or light
residue are okay.) The substrate must be CLEAN, free of unapproved liquid membrane
curing compounds, form release agents, oil, grease, roof cement, laitance, dirt and all
other loose and/or foreien material.
H.
K.
3.01
3.02
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5. The substrate must be DRY, free of water, dew, frost, snow, ice, etc.
6. Thoroughly sweep the substrate which is to receive the membrane.
7. The substrate must also be blown clean using an air compressor to remove any
remaining loose debris.
3.03 MEMBRANE APPLICATION AND PROTECTION OF FINISHES
Surface conditioner application (concrete surfaces):
l. Apply the surface conditioner to the substrate using a hand-held sprayer, or a short nap
roller, evenly at a rate of 300 to 600 sq ft per gallon (depending on surface texture).
Surface conditioner should "tan" the concrete surface, not blacken it.2. Allow sufficient time for the surface conditioner to thoroughly dry prior to the
membrane application. Membrane will not bond to surface conditioner which has not
dried.
3. Do not spray surface conditioner onto previously installed membrane.
Membrane Preparation
l. The membrane material shall be heated in a double jacketed, oil bath melter with
mechanical agitation, specifically designed for the preparation ofhot-applied, rubberized
asphalt materials.
2. Heat membrane until the material can be drawn free flowing at a temperature range
between 350" F and 425' F.
C. Detailing: All detailing, flashings and terminations shall be done in accordance with the
drawings. Use the longest pieces of flashing/reinforcing which are practical based on job site
conditions.
Cracks: Cracks over l/16 in. but less than l/4 in. in width, apply membrane, 126 mils
thick, over the crack area. Center a 6 in. wide strip of reinforcing (flex Flash F or Flex
Flash LIN) over the crack and embed fnmly into the warm membrane. Apply another
coat of membrane, 125 mils thick, over the reinforcing sheet, totally encapsulating it in
membrane.
Construction or control joints: Apply membrane, 125 mils thick, over the joint area.
Center a 6 in. wide strip of reinforcing (flex Flashing F or FIex Flash UN) over the joint
and embed firmly into the warm membrane. Apply another coat of membrane 125 mils
thick, over the reinforcing sheet, totally encapsulating it in membrane.
Drain:
Apply membrane, 125 mils thick, around the drain, extending it into the drain
bowl flange and out 12 in. onto the deck.
Embed firmly one sheet of reinforcing (Flex Flash UN only) centered over the
drain bowl into the membrane while it is warm. The reinforcing should extend
beyond the drain bowl flange onto the deck a minimum of 6 in. in all directions.
Install the drain clamping ring making sure all bolts are properly tightened. Cut
out the center of the reinforcing (F'lex Flash UN) totally encapsulating it.
Refer to the drawines.
A.
B.
l.
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d.
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4.Flashing penetrations
a. Flash all penetrations (pipes, supports, vents, etc.) passing through the
membrane. All penetrations must be properly secured to the deck.
b. The flashing seal must be made directly to the penetration passing through the
membrane. The flashing should not be terminated to an intermediate element
(metal flashing, insulation, surface treatment, etc.) which itself could fail and
admit moisture beneath the membrane.
c. Flexible p€netrations must be enclosed in a stable "goose neck" set in
membrane and secured to the deck. Use a field fabricated pipe seal to flash the
"goose neck."
Hot pipes: Performance of the membrane assembly is jeopardized by
temperatures greater than l80o F. In all such cases, flash to an intermediate
"cool" sleeve in accordance with a detail acceptable to Hydrotech.
Refer to the drawines.
Exposed flashings (i.e., curbs, parapets, walls, etc.): the membrane itself is not intended
to be left exposed. To flash exposed conditions such as curbs, parapets, walls, etc., Flex
Flash UN (only) should be used as follows:
The Flex Flash UN sheet when installed, must extend out onto the deck a
minimum of 3 in. and up the curb, parapet, wall, etc., a minimum of 3 in. above
the frnished plaza surface (whenever possible). The Flex Flash UN sheet must
be adhered to the vertical surface with bonding adhesive starting 2 to 3 in. off
the deck up its full height where it must be properly terminated. The 2 to 3 in.
of unbonded Flex Flash LIN which extends out onto the deck must firrnly set
into membrane, 125 mils thick, while it is still warm. The 3 in. of Flex Flash
UN that extends out onto the deck and up the wall is then coated with more
membrane, 125 mils thick, totally encapsulating the sheet edge. The Flex Flash
UN must be firmly embedded into the membrane at the comer so that no air
pockets (voids) are present.
l) Adjoining sheets must lap a minimum of 3 in.
2) Flex Flash UN bonding:
a) Thoroughly mix bonding adhesive before using and
freouentlv while in use.
c)
Apply bonding adhesive evenly, without globs or puddles,
with a 9 in. wide short nap paint roller to both the membrane
and the substrate at a rate covering approximately 60 sq ft
(both surfaces) per gallon. Do not apply bonding adhesive to
a splice (lap) area.
Allow bonding adhesive to dry until it is tacky, but will not
slide when pushed with a finger or sting from a dry frnger
touch.
Roll the coated membrane into the coated substrate, avoiding
wrinkles.
).
b)
d)
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Roll the bonded membrane immediately after
sheet into the adhesive with a metal roller
maximum contact.
f) Install adjoining sheets in the same manner, overlapping the
previous sheet a minimum of 3 in.
3) Flex Flash UN splicing:
a) Fold the top sheet of the lap back about 12 in. Remove any
din by wiping both matting surfaces with a clean rag. The
splice must be completely cleaned of all dust or other
contaminants. The finished surface should be solid black in
color with no streaks.
b) Thoroughly rnix splicing cement before using and frequently
while in use. Apply the splice cement using 3 to 4 in. wide,
by 1/2 n. thick paint brush. The splice cement should be
applied at a rate of approximately 240 lin. ft per gallon for a 3
in. wide seam (both sides). Apply the splice cement in a
smooth even coat without globs or puddles. Both sides of the
splice should be coated at the same time to achieve a more
uniform drying time. Start at the beginning of the cemented
area, check the spliced cement for proper drying. The splice
cement should not slide when pushed with a finger or string
up from a dry finger touch. When the splice cement is
properly dried, roll the splice in and smooth it into place with
hand pressure being careful not to stretch or wrinkle the
membrane. When the splice is assembled, it should then
immediately be rolled perpendicular to the seam edge.
c) Wait a minimum of two hours and no more than the next
working day before applying lap sealant to all seam edges.
b. Refer to the drawings
6. Altemate Flashing Methods:
a. Altemate methods of flashing curbs, parapets, walls, etc., besides using the
methods described herein must be approved by American Hydrotech, Inc. in
writing and submitted to Engineer prior to installation.
Fabric Reinforcement Installation/Membrane Application:
L Apply the membrane evenly to the deck at a rate to provide a continuous, monolithic
coating of 90 mil minimum into which is fully embedded a layer of "Flex Flash F" fabric
reinforcing sheet, followed by another continuous monolithic coat of membrane at a
minimum thickness of 125 mil.
3.04 FryDROFLEXNO. 30 SEPARATION/CAP SHEET INSTALLATION
Embed the separation/cap sheet into the membrane while it is still warm to insure that a good
bond between the two is achieved.
Overlap adjoining sheet edges a minimum of I in. to insure complete coverage.
Separation/cap sheet must be covered by drainage board as soon as possible.
placing the
to ensure
e)
D.
A.
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3.05 WATERTEST
A. Test the watertigbtness of the membrane by ponding water a minimum depth of 2 in. for a period
of 24 hours to check the integrity of the installation. If leaks occur, the water must be drained
completely, the separation/cap sheet removed and fte membrane installation repaired. Replace
the separation/cap sheet and retest.
3.06 PROTECTIONBOARDPLACEVIENT
A. Place the protection board over the separatioilcap sheet. Bufi ends tightly. Use full size sheets
only.
3.07 SUBSI,JRFACEDRAINAGELAYERPLACEMENT
A. Place the subsurface drainage layer with the filter fabric up and the polyethylene down, over the
protection board.
3.08 CLEANTJP
A. Remove tash, debris, and equipment from job site.
B. Repair damage and remove stains caused by the Work.
END OF SECTION
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1.00
SECTION 07570
TRAFFIC COATING
PART I - GENERAL
l.()2
RELATED DOCUMENTS
Drawings and general provisions of the Contract, including Genenrl and Supplementary Conditions and
Division I -Specification sections, apply to work of this section.
DESCRIPTION
Work Included: Work consists of furnislung all labor. nuterial and equipment necessary for completion of
all rehabilitauon tnd application of fluid applied vehicular traffrc coating system, including, but not
necessarilr linited to. the follo*'ing:
A. A Heavy-Duty Vehicular tra-ffic coating system installed where indicated on the drawings.
B. Related materials and activities necessary to complete rvork descnbed above.
C Coordinatron oftopping applications tvitlt adjacenr rvork.
QUALITY CONTROL
A. Requirements of Regulatorv Agencies: Work under this section shall be subject to all applicable
provisions ofstate and locll building and safett codes.
B. Pnor to the Notice of A\\'ard. dle Contractor shilll sublnit evidence rhat hs existing cornpany has
fir'e (5) vears continuous successful crpcriencc in applving specified material(s). and is currently
an approved applicator for the specific nuterial rnanufacturer(s).
SUBMITTALS 1.03
F,
Subntit all subminals required under this section to Engineer for acceptance. All submittals shall
be made in triplicate. When submining manufacturer's literature. highlight all ilems pertaining to
this project.
Samples: Submit sample of traffrc coating lystem applied to a 12 in. x 12 rn. x I/4 in. plywood
panel or similar ngid base. Submit one sample of each material to be used on project.
Manufacturer's Literature: Submit trvo copies of manufacturet's literature for all products
funtishcd. including appropnate Matenal Safetl' Data Shees. and copv of rvarranty to be issued
under warranw section belou'.
Certification: Subnit lisl of at lcasl fir'e projects of a similar nature by applicator which have
been installed during the last five vears. identified rvith project name, location and date.
Applicator's License Cenificate: Copy of "Certificate of License" issued to system applicator by
manufacturer.
Maintenance Manual: Upon contpletion of work required by this sectiorl submit one
Mainlcnance Manual. identificd n ith project narne. location. date. type of traftic coating system
applied. ard surface to $hich systenl r,vas applied. lnclude recommendations for periodic
inspections, care and maintenance. Identifi common causes of damage with instructions for
temponry patchrng until permanent repair can be made.
t.0 I
B.
c.
D,
E.
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G. Warrantv: Submit two copies of written warranty per Section 01740 Conuaa Warranty.
Completed ramc coating installation shall be guaranteed jointly and swerally, on a single
document. by manufacturer and applicator. against defects of materials and workmanship for a
period of five (5) years. beglnning rvith datc of substantial completion of the traffic coating
syslem,
H. Letter from manufacturer certifting compatibility ofnew traffic coating system with accessories,
contacting materials. and existing system.
I.O4 PRODUCT DELIVERY AND STOMCE
A. Delivery: Deliver material to job site in sealed. undamaged containers. Identifo each container
with material name. date of nlanufacture. and lot number.
B. Storage: Store materials indoors or covered at temperatures not exceeding 75o F, or as
recommended by manufacturer. Higher temperanrres will reduce shelf life of product.
I.O5 JOB CONDITIONS
A. All dimensions. and existing dctails shall be field-rerified b.v- Contractor pnor to bidding and
acquisition or installation of materials. Contnclor shall notifu the Engineer of any existing
condition found to be different than tiat indicated in tlre Contract Documents. Ensineer shall
review the situation and inform Contractor of neccssary changes, if any.
B. Install deck coating materials in slrict accordance with all safetv and weather conditions required
by rnanufacturer. product litcrature. Matcrial Sal'ety Data Sheets, or local. state. and federal rules
and regulations.
C. Environurcntal Conditrons:
l. Applv traflic coating materials onlv u'hen:
a. Wetting of the surface is not anticipated within eight (8) hours following
application.
b. Substrate surface tenlpemturcs are above +()" F and lower than I l0o F.
c. Open fires and spark producing equipment are not and will not be in application
iuea until vapors have been dissipated.
2. Post "no smoking" signs in area during and for at least eight (8) hours following
application period.
l. Provide and maintain vchicular irnd pedestrian barricldes and traffrc control at coating
areas during installation and curing period.
.1. Provide positive. continuously supplied ventilation for interior applications throughout
application period and eight (8) hours after.
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PART 2 - PRODUCTS
2.OI CENERAL
A. Tra.ffic coating systems shall be products of one of the following manufacturers. Components
and accessories used with tralfrc coating must be certified by traffic coating manufacturer as
compatible with ua.ffic coating. Funher. contractor shall obtain letter from the manufacturer
cenirying compatibility of new system with contacting materials and existing system.
l. 3M
2. Neoguard
3. Carlisle Quaker Vehicle - QSC 5123
-1. Mameco Vulkem 350/351
B. Specific requirements such as coating thickness may vary, depending upon manufachfer or
system selected. Insure system is installed in such a marmer warranty required herein will be
issued. Submit any variation from thesc specifications to Engineer for approval prior to
implementation.
2.02 VEHICULAR TRAFFIC COATINC
A. Coating: Polyurethane elastomer-based tra.flic coating color to match existing color as
manufactured by one of manufacturcrs listed above.
2.03 RELATED MATERIALS
A. Concretc primer. grit primer. and nretul prinrcr shall be those recomnrended bv the manufacturer
of svstem used.
B. Backer Rod: Open cell backer rod acceptable to manufacturer ofsystem used.
C. Sealant: As specified in Section 07900: Seala.nts.
D. Sheet Flashing: .()50" thrck. precured comntercial gmde neoprene. Apply with adhesive
recommended by nantfacturer of systetn used.
E. Flashing Reinforcement: Woven. uncoated fiberglass mesh.
F. Aggregate: as per specifications of manufacturer chosen.
C. Cleaning Agents: Toluene. l.l.l. tricltloroethane or )rylenc.
PART 3 - EXECUTION
3.OI GENERAL
A. Concrete: Verify work done under other sections meets following requirements:
l. Concrete deck surface is free of ridges and sharp projections.
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2. Concrete has cured a minimum of 28 days or has attained minimum 3,000 psi
compressive strengt. Curing methods used are compatible with surface requirements
for coating system.
3. Concrete was finished bv a pou'er or hand steel trowel followed by soft hair broom to
obtain light texture or "sidervalk" finish.
,1. Damaged areas ofconcrete deck have been restored to match adjacent areas. Use 100%
solids epoxy and sand for hlling and leveling.
5. Concrete surfaces are visibly dry and pass a 4-hour rubber mat test (no condensation)
prior to applic€tion of coating system. Use black mat taped to deck on all edges.
B. Treat surfaces ofother substrates as required by manufacturer's application instruclions.
PREPARATION
A. Over primary substrates: Before coating work is commenced, the top surface ofthe substrate shall
be inspected and reated in strict accordance with manufacturer's instructions and
recommendations lo remove laitance, loose nraterial. grease. oil. rurd other contaminants which
will a-ffect the bond of the membntne. Prepare all concrete surfaces by high pressure wash (5000
psi) with water or water and nrild detergent (such as Tide), sandblasting, shotblasting, or otrer
method approved by Engineer. Surfaccs shall be left dry and broom or vacuum clean.
B. Over cxisting urethane:
l. Test arel: Clean off small area. applv Toluene and allow to evaporatc. Apply base coat
material to e.\isting, urcthane. Allorv to cure and check bond.
2. lnspect deck and remove delaminated areas of urethane. High pressure (5000 psi) wash
with water or water and rnild detergent (such as Tide). Allow to dry.
3. Prime with Toluene, apply base coat.
C. Rout or saw cut all cracks andjoints exceeding l/16 in. in width and fill rvith sealant.
D. Rout and/or clean all expansion. control. and construction joints to be overcoated bv deck
coating: remove existing sealants. Fill rvith sellant or manufactured expansionjoint cover.
E. Provide a l/4" saw cut where coating system is terminated within a horizontal plane.
F. Protect adjacent surfaces with drop cloths or masking as required.
G. Commencement of coating installation implics acceptance of top surface of substrate as suitable
to accept tm.ffic coating.
PRIMER AND DETAIL WORK
Primer: Prime all concrete, nusonry and metal surfaces at manufac re/s recommended rate.
Allow concrete primer to completely dry but do not apply primer more than eight (8) hours
preceding application of coating. Metal primer mav be applied up to seven (7) days prior to
application ofcoating. Prevenl concretc and metal prirner from contacting any remaining original
urethane.
Apply 20 mil dry film thickness of non-flowing type coating over all flashings (sheet flashings.
sealant coves and rigid comers). Ernend coating 2 in. beyond flashing out onto adjacent deck
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surface. Unless otherwise indicated on drawings or where limited by height of base, extend
coating a minimum of rl in. above the top of the flashing and terminate in a straight line. Use
masking tape for such purposes.
C. Apply 20 mil dry film thickness of non-flowing tvpe coating for a distance of l-l/2 in. on each
side of all cracks.
D. Apply 20 mil dry film thickness of non-flowing type coating for a distance of l-l/2 in. on each
side of all expansion joints, control joints and construction joints to be coated.
FLASHINGS
A. Provide fluid applied integral flashings at all locations where horizontal surface abuts a vertical
surface and at all deck penefations. Install fluid applied flaslungs at a dry film thickness of 20
mils (0.020") min. Use non-flowing rype coating. Seal top edges watertight.
B. At projections through deck coatings where projections are structurally and rigidly connected to
the substrate, such as posts, vents, pipes, stanchions, railings, rigidly connected walVslab
intersections and similar such connected items having limited movement, provide a l/2 in. bead
of sealant. Tool sealant to form cove and allorv to cure before overcoating with tra.ffic coating.
C. At locations of high potential novement such as wall/slab intersections which are not structurally
and ngidlv connected. provide l0 in. rninimum rvidth of sheet flashing. Where sheet flashings
are used, they shall be lree or unbonded to substrale witlun 2 in. vertically and 2 in. horizontally
from meeting angle but shall be fully for not less than 2 in. on vertical surface and 4 in. on
horizontal surface. Do not use precured sheet flashings over expansion joints in horizontal
surfaces. Seal top edges watertight.
VEHICLE
A. Base Coat
l. Applv coating material at a drv filnr thickness as per specific manufacturer's
recommendauons. Extend coating over all fluid applied flaslungs and detail coatings.
2. Manufacturer: 3M Neogard
Thickness (Mil) 25 20
Quaker
35
Vulkem
30
3. Allow to cure as per manufacturer's recommendations. At temperatures less thur 75o F
(2.1" C) and relative humidities less than 507q extend curing time.
B. Intermediate Coat
l. Applv coating matenal at a dD, fihn thickness as per specific manufactureis
recommendations to all areas rvhich hale been previously coated.
2. Applv aggregate as per specific nranufacture/s recommendations.
3. Manufacturer: 3M Neogard Quaker Vulkem
Thickness (Mil) 13 20 20
25
Aggregate 100
(lbs/l00sf)
4. Allow coat to cure as per manufactureCs recommendations. At tempeftrtr[es less than
76o F (24o C) imd relative humidities less than 5004, extend curing time.
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C. Top Coat
l. Apply top coating material at a dry film thickness as per specific manufacture/s
recommendations to all areas which have been previously coated.
2. Apply aggregate as per specific manufacturet's recommendations.
3 . Manufacturer: 3 M Neogard Quaker Vulkem
Thickness (Mrl) l0 12 16 l0 Aggregate 25 10, 12
(lbs/100s0
4. Allow top coat to cure for 48 hours minimum before permitting traffic on surface. At
temperatures less than 76" F (24" C) and relative humidities less than 5004, extend curing
time.
3.06 FrELD QUALTTY CONTROL
A. A minimum of one I in. square tra-ffrc coating sample shall be taken for every section installed.
These samples shall be removed. measured, and repaired prior to the application of the top coat.
B. The dry film thickness ofthe membnrne shall be measured.
C. The dry film thickness measured must be equal to the thickness specified by the manufacturer
within 15 percent. If the membrane thickness is less. apply additional coating at no added cost to
the Owner.
D. The membrane Contractor shall reapplv membrane and topping in areas disturbed by te$rng.
E. The membrane Contractor shall chain all membrane areas at the conclusion of lvork to locate anv
debonded areas. All debonded areas shallbe removed and replaced.
3.07 CLEANINC
A. Clean stains from adjacent surfaces with Toluene, l,l,l, trichloroethlene or xylene.
NOTE: When using solvents for cleanup. crtinguish all sources of ignition in the area and
obsewe proper precautionalv meitsures for handling such materials.
B. Remove foreign matter from finished coating surfaces.
END OF SECTTON
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SECTION 07600
FLASHING AND SHEET METAL
PART i - GENERAL
1.OO RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division l-Specification sections, apply to work of this section.
1.01 DESCRIPTION
A. Work Included: Work consists of fumishing all labor, materials and equipment necessary to
effectively install the flashing as shown on the drawings, including, but not necessarily limited to,
the followine:
l New Flashing.
B. Related work snecified elsewhere:
l. Protected Plaza Membrane and Subsurface Drainage System: Section 07510.
2. Sealants: Section 07900.
I.O2 QUALITY CONTROL
A. Requirements of Regulatory Agencies: The Work under this section shall be subject to all
applicable provisions of the state and local building and safety codes.
B. Qualifications:
l. Prior to the Notice of Award, the Contractor shall submit evidence that his existing
sompany has five (5) years continuous successful experience in apptying specified
material(s), and is currently an approved applicator for the specific material
manufacturer(s).
C. Reference Standards: Except as modified by the Drawings and Specifications, the following
documents or applicable portions thereof, govem the work.
l. Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA)
"Architectural Sheet Metal Manual - Fourth Edition."
2. National Roofing Contractors Association (NRCA) "Roofurg and Waterproofing
Manual-Fourth Edition. "
I.O3 SUBMITTALS
A. Required prior to the commencement of work:
l. Manufacturer's literature, Material Safety Data Sheets and application instnrctions. All
submittals shall be made in triplicate. When submitting manufacturer's literatue,
highlight all items pertaining to this project.
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During work, the contractor may encounter existing conditions which are not now known or are
at variance with the drawings or specifications (discovery). Such conditions may interfere with
work and may consist of damage or deterioration to the deck or surrounding materials or
components which could jeopardize the integrity of the new waterproohng system.
The contractor shall notifo the Engineer of all discoveries he believes may interfere with proper
execution of the work or jeopardize the integrity of the new roof prior to proceeding with work
related to such discoveries.
B. In the event of discrepancies within the Drawings, within the Specifications, or between the
Drawings and Specification, the more stringent of the two items shown or described shall be
considered to be shown or specified at all locations where the discrepancies occur. The Engineer
shall be notified ofsuch discreoancies
C. When a substitute or alternate is requested by the Contractor, and such substitute or alternate is
accepted by the Engineer, the Contractor shall bear all additional costs which may arise directly
or indirectly from the use of the substitute or altemate.
PART 2 - PRODUCTS
1.04
1.06
2.0r
B. Required after the completion of work:
l. Contractor's warranW Der Section 01740.
PRODUCT DELIVERY AND STORAGE
A. Delivery of Materials: Deliver material to job site in sealed, undamaged containers. Identiff each
container with material name, date of manufachrer. and lot number.
JOB CONDITIONS
A. All dimensions, and existing details shall be field-verified by contractor prior to bidding and
acquisition or installation of materials. Contractor shall notiff the Engineer of any existing
condition found to be different than that indicated in the contract documents. Eneineer shall
review the situation and inform contractor of necessary changes, if any.
CHANGES IN THE WORK
MATERIALS
A. Sheet Metal:
l.Galvanized Steel: Mill-finished galvanized steel,24 gauge, unless otherwise noted,
conforming to ASTM 4525, Class G90 zinc coating.
Pre-primed Galvanized Steel: Electro-galvanized zinc coated, "Paint-Lok" or "Gripcote,"
24 gauge, unless otherwise noted, ASTM A591, cold rolled. Cannot be soldered.
Prefrnished Galvanized Steel: Commercial quality (AISI Class G90), 24 gauge, hot-
dipped, galvanized steel primed and coated with a full strength fluoropolymer system of
1.0 mil (minimum) dry filrn thickness on the exposed side and a white wash coat of 0.3
mil (minimum) dry fihn thickness on the unexposed side. Cannot be soldered.
Stainless Steel: 24 gauge conforming to ASTM A.167, Type 304.
Copper: Light cold rolled temper, 16 ounce, conforming to ASTM 8370.
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B. Fasteners:
l. Copper (exposed) to wood: Hard copper, I I gauge ring shank slating nail, with large had
and EpDM sealins washer.
2. Metal (exposed) to Wood: 300 series stainless steel nails, 8d (minimum), with neoprene
sealing washers.
3. Copper (concealed) to wood: Hard copper, I I gauge ring shank slating nail, with large
diameter head.
4. Metal (concealed) to Wood: 300 series stainless steel nails, 8d (minimum).
5. Metal to Metal: "Teks" fasteners, 10 - 16 x 3/4 in. HWH Teks/l with an EPDM sealing
washer, as manufactured by ITW Buildex, Itasca, Illinois or Architect approved equal.
C. Miscellaneous Accessories:
l. Solder: ASTM B32,50 percent tin and 50 percent lead.
2. Flexible Flashing: "Wascoseal" unreinforced polyvinyl chloride sheet, Type 20, 0.020
in. thick, as manufactured by York Manufacturing, Inc., Sanford, Maine or Architect
aPProved equal.
3. Primer: Zinc chromate type.
4. Protective Backing Paint: Zinc chromate alkyd.
5. Sealant: Specified in Section 07900.
6. Bedding ComPound: Butyl tYPe.
2.02 FABRICATION
A. Field document the required configuration and measurements of all new flashings prior to
fabrication.
B. Shop fabricate new sheet metal shapes in l0-ft-long sections, or as long as practical.
C. Form sections square, true and accurate to shape and size, free from distortion and other defects
detrimental to appearance or performance.
PART 3 - EXECUTION
3.01 COORDINATION
A. Coordinate sheet metal operations with new membrane and flashing installation.
3.02 PREPARATION OF SUBSTRATE
A. Examine the surface condition of the substrate on which sheet metal is to be installed. Do not
proceed with the new installation until unsatisfactory conditions have been corrected in a manner
approved bY the Architect.
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B. Clean the substrate of obstructions and substances detrimental to the work.
C. Proceeding with the work shall signif, the Contractor's acceptance ofthe substrate being covered
by the new sheet metal installation.
SHEET METAL INSTALLATION
Install new sheet metal fabrications and accessories as shown on the Drawings.
Install new sheet metal fabrications true to lines and levels.
Where work is not otherwise shown or specified, conform to details and requirements set forth in
Reference Standards 1.02C.
Where materials or constmction systems are specified with reference to a particular manufacturer
(such as caulking and sealants), make installations in strict accord with the approved
manufacturer's installation instn:ctions.
Accurately reproduce profiles and bends; make intersections sharp, even and true. Make plain
surfaces free from buckles and waves with as few joints as possible. Reinforce work as required
for strength and appearance.
F. Bend metals to minimum radius recommended by manufacturer for thickness used (in general,
the radius shall be not less than the thickness of metal).
Provide for proper expansion and contraction. Make joints tight. Conceal nails and other
fastenings where possible. Face nailing through exposed surfaces is not permitted. Secure
exposed edges to underlying materials with clips or tabs (edge strips).
Make seams in direction of flow.
Hem exposed edges ofsheet metal work l/2 in.
Provide cleats for sheet metal 18 in. and over in width. Space cleats evenly not over 12 in. on
centers unless otherwise specified or indicated. Unless otherwise specified, cleats shall be not less
than 2 in. wide by 3 in. long and of the same material and thickness as the sheet metal being
installed. Secure one end of the cleat with two nails and fold the cleat back over the nailheads.
Lock the other end into the seam. Pretin cleats for soldered seams.
Properly apply caulking and sealants to sheet metal items to permit movement between surfaces
and to make entire installation watertight.
Soldering: Roughen smooth surfaces with clean emery cloth or sandpaper; do not use steel wool.
Pre-tin surfaces of all copper sheet metal to be joined. Use torch or well heated irons. Solder
slowly, thoroughly heating seams and completely sweating solder through full width with at least
I in. of solder evenly flowed along seams. Wherever possible, solder in a flat position. Solder
seams on slopes greater than 45o a second time. Solder immediately after application of flux; after
soldering, immediately neutralize any conosive flux with 5 7o soda solution and flush with clean
water. Soldering of exposed surfaces shall be neatly done. Exposed solder shall be dressed and
fnished. Soldering shall be employed only to seal or fill seams. Where structural strength is
required, do not rely on solder alone but use supplementary mechanical fasteners.
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3.04 FLASHING
A. Flashings:
l. Install flashings required to provide watertight protection.
2. Carry flashings around corners 4 in. minimum; metal soldered or otherwise joined at the
angle is not permitted. Three-way angles shall have the comers soldered watertight.
3. Flashings installed to be fully rest'ained shall be nailed at 3 in. centers (ma:<.); otherwise
use cliPs or cleats.
4. Unless metal manufacturer has more sfingent requirements, make up continuous
staight runs of sheet metal in l0 ft minimum lengths. Unless otherwise shown or
specified, connect continuous runs together with 4 in. overlap joins sealed watenight
with sealant.
3.05 PROTECTION
A. Protection: Protect dissimilar metals subject to galvanic corrosion fiom contact with
each other and from other surfaces which cause corrosion of metal.
3.06 CLEANI.JP
A. Remove tash, debris, and equipment from the job site.
B. Repair damage and remove stains caused by the work.
END OF SECTION
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SECTION O79OO
SEALANTS
r.01
PART I - GENERAL
I.OO RELATEDDOC1JMENTS
t.02
1.04
Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division l-Specification sections, apply to work ofthis section.
DESCRIPTION
A. Work Included: Work consists of furnishing all labor, materials and equipment necessary for
complete application of all sealant, as shown on drawings, including, but not necessarily limited
to, the following:
l. Surface preparation including primers.
2. Joint backup material.
3. Application ofspecified sealant as indicated on drawings.
QUALITY CONTROL
A. Requirements of Regulatory Agencies: Work under this section shall be subject to all applicable
provisions offederal, state and local rules and regulations.
B. Applicator: Company specializing in application of sealants with three (3) years minimum
experience and be acceptable to manufacturer.
C. Adhesion tests: Prior to any sealant application, perform adhesion tests .rs directed by sealant
manufacturer's technical representative.
SUBMITTALS
All submittals required under this section will be submitted to the Engineer.
A. Submittals: Manufacturer's literature, Material Safery Data Sheets and application instructions for
each type of material used.
B. Warranty: As required by Section 01740 - Wananty, Contractor agrees to repair or replace joint
sealers (including labor, materials, and any necessary associated costs) which fail to perform as
watertight joints; or fail in joint adhesion, cohesion, abrasion resistance, weather resistance,
extrusion resistance, migration resistance, stain resistance or general durability; or appear to
deteriorate in any other manner not clearly specified by submitted manufacturer's data as an
inherent quality of material for exposure indicated. Provide warranty signed by Installer and
Contractor.
PRODUCT DELIVERY AND STORAGE
A. Delivery: Deliver materials to job site in sealed, undamaged containers. Identiff each container
with material name. date of manufacture, and lot number.
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A. Install sealant materials in strict accordance with all safety and weather conditions recommended
by manufacturer, product literaore, or Material Safety Data Sheets. Do not proceed with
installation of sealants under adverse weather conditions, or when temperatures are below or
above manufacturer's recommended limitations for installation. Proceed only when forecasted
weather conditions are favorable for proper cure and development of high-early bond strength.
Wherever joint width is affected by ambient temperature variations, install elastomeric sealants
only when temperatures are in lower third of rnanufacturer's recommended installation
temDeralure range.
PART 2. PRODUCTS
2.01 MATERIALS
C.
Approved Sealane:
For each application, provide the grade of sealant (non-sag, self-leveling, no-track, knife grade,
preformed, etc.) as recommended by the manufacturer for the particular condition of installation
(location, joint shape, ambient temperature, and similar conditions), to achieve the best possible
overall performance. Grades specified herein are for normal condition of installation.
L One-Component polyurethane low-modulus, non-sag sealant: Use on walls and cove
beads at tratFrc coating. Tremco Dymonic, "Pecora Dynanol I," Sonnebom "Sonolastic
NP-1," Sika "Sikaflex la" or Sikaflex l5 LM", or Engineer approved equal.
2. Two-Component (plus color) polyurethane self-leveling sealant: Use for horizontal
concrete surface joins- Tremco "THC 900," Pecora "Dynafed," or Sika "Sikaflex - 2C
SL", or Engineer approved equal.
Sealant Primer:
I . Use primer recommended by manufacturer of sealant used, for each specific application.
Backup Material for All Sealants:
l. Sealant Backer Rod: Compressible rod stock of closed cell polyethylene foam,
polyethylene jacketed polyurethane foam, buryl rubber foam, neoprene foam or other
flexible permanent, durable non-absorptive material as recommended by sealant
manufacturer for compatibility with sealant used.
2. Bond Breaker Tape: Polyethylene tape or other bond breaker as recommended by
sealant manufacturer to be applied to sealant contract surfaces where bond to the
substrate or joint filler must be avoided for proper performance of sealant. Provide self-
adhesive tape wherever applicable.
Colors: For exposed materials provide colors to be selected by Owner from manufacturer's
standard colors. For concealed materials. provide the natural color which has the best overall
performance characteristics.
Compatibility: Before purchase of each required material, confirm its compatibility with each
other material it will be exposed to in the joint system.
Hardness: As recommended by manufacturer for application shown, unless otherwise indicated.
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G. Modulus of Elasticity: Provide the lowest available modulus of elasticity which is consistent with
exposure to weathering, indentation, vandalism, abrasion, support of loading, and other
reouirements.
PART 3 - EXECUTION
3.OI PREPARATION
A. Preparation must be done in a good and workmanlike manner which meets recommendation of
manufacturer and the following minimum requirements or standards.
3.02 INSPECTION
A. Examine surfaces where sealant is to be applied for:
l. Defects or coatings on substrate that will adversely affect adhesion of sealants, or
execution or oualiw of work.
2. Deviationsbeyondallowabletolerances forinstallationofsealants.
B. Do not start Work until unsatisfactory conditions are corrected.
C. Beginning of installation means acceptance of substrate.
3.03 JOINT DESIGN
A. Sealant depth is measured at the center (thin) section ofsealant bead.
B. Install sealants to depths and widths as recommended by sealant manufacturer and as shown on
the drawings. Also, conform to the following general limitations if not in conflict with sealant
manufacturer's recommendations :
l- For sidewalks, pavements and similar joints subject to traffic and other abrasion and
indentation exposures, fill joints to a depth equal to 75% ofjoint width, but neither more
than 5/8 in. deep nor less than 3/8 in. deep.
2. For normal moving joints not subject to traffic, fill joints to a depth equal to 50% ofjoint
width, but neither more than 5/8 in. deep nor less than l/4 in. deep.
3. Depth of sealant must not exceed width ofjoint.
4. Sealant joints shall not be less than 1/4 in. in width and l/4 in. in depth.
5. Sealant joints shall not exceed 2 in. in width in a single application.
3.04 SURFACEPREPARATION
A. Preparation work shall result in clean surfaces in all areas where sealant is to be adhered. Such
surfaces shall be free of any old sealant, contaminants and impurities which are deleterious to
bonding or adhesion of primers or sealant.
B. Apply primer per manufacturer's recommendations. Allow primer to dry prior to applying sealant.
C. Do not caulk joints until they are clean, dry, and free of dust, loose mortar, old sealant, foreign
matter or other bond inhibiting materials, and in compliance with requirements of manulacturer
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of materials, details shown on drawings, and specific requirements of other sections of
specifications.
3.05 JOINT BACKING
A. Use joint backing to control depth ofjoint to specified thickness.
B. Selectjoint backing size to allow for 257o compression ofbacking when inserted intojoint.
C. Where depth ofjoint will not permit use of joint backing, or wherever recommended by sealant
manufacturer, install bond-breaker tape to prevent three-sided adhesion.
D. Do not leave voids or gaps between ends ofjoint backing units.
3.06 APPLICATION OF SEALANT
A. Apply sealants neatly, in a good and workmanlike manner which meets following minimum
requirements or standards. Specific instructions of manufacturer must also be followed.
B. Apply sealant using a gun with proper size nozzles. Use sufficient pressure to fill all voids and
joints solid to backup material, with complete wefting of all joint bond surfaces.
C. Applied sealant shall form a full, smooth, uniform bead, free of ridges, wrinkles, sags, air pockets
and embedded impurities.
D. After joint has been completely filled with sealant, neatly tool joint sealant to eliminate air
pockets or voids, and to provide a smooth, slightly concave, neat appearing finish, with sealant
surface slightly below adjoining surfaces. Wetting of finished surface will not be allowed.
E. Where horizontal joints are located between a horizontal surface and vertical surface, fill joint to
form a slight cove, so joint will not trap moisture and dirt.
F. Protect adjacent surfaces and systems from sealant material. Use masking tape where required to
prevent contact ofsealant with adjoining surfaces which otherwise would be permanently stained
or damaged by such contact or by cleaning methods required to remove sealant smears. Remove
tape immediately after tooling without disturbing joint seal.
3,07 CURE AND PROTECTION
A. Cure sealants in compliance with manufacturer's instructions and recommendations, to obtain
high-early bond strength, internal cohesive strength and surface durability. Protect joint sealers
during construction period so they will be without deterioration or damage (other than normal
wear and weathering) at time of acceptance by Owner.
3.08 JOB SITE CLEAN.UP
A. Sealant applicator must remove all excess materials from job site.
B. Leave all sunounding areas wherejoint sealant has been applied free ofexcess sealant, debris and
foreisn substances.
END OF SECTION
07900-4
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SECTION 09220
FIBER REINFORCED PORTLAND CEMENT STUCCO
PART I . GENERAL
I.OO RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division I Specifications, apply to the work of this section.
I.OI DESCRIPTION
A. Work Included: Work consists of furnishing all labor, materials, and equipment necessary for
complete installation of all fiber-reinforced portland cement stucco, as shown on the drawings,
including, but not necessarily limited to, the following:
l. Fiber-reinforced cement stucco base coat.
2. Integrally colored and textured finish coat.
3. Building paper, fasteners, and reinforcing mesh.
4. Metal accessories.
I.O2 DESIGNREQUIREMENTS
A. Moisture Control
l. Prevent the accumulation of water into or behind the stucco system, in the design and
detailing of the wall assembly.
2. Provide corrosion resistant flashing to direct water to the exterior where it is likely to
penetrate components in the wall assembly, including but not limited to, abutments of
lower walls with higher walls, above projecting features, and at the base ofthe wall.
B. Sloped Surfaces
l. Avoid the use of stucco system on weather exposed sloped and horizontal surfaces.
2. If used on a sloped surface, provide specified waterproof base coat materials specified.
Apply on slopes of l:2 or greater only. hotect top surface with prefurished sheet metal
cap or coping.
C. Joints
l. Provide two piece expansion joints in the stucco system where building movement is
anticipated: at movement joints in the substrate or supporting constmction or where the
system is to be installed over dissimilar construction or substrates.
2. Provide one piece expansion joints every 144 sq. ft. Cut and wire tie lath to the
expansion joint accessory so lath is discontinuous beneath the accessory. Do not exceed
length to width ratio of 2-ll2:l in expansion joint layout and do not exceed more than 18
feet in any direction without an expansion joint. Where casing bead is used back+o-back
as the expansion joint, back the joint with continuous building paper.
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3. Provide minimum 3/8 inch wide joints where the system abuts adjacent materials or
other through wall penetrations or openings. Install backer rod and sealant around
perimeter of system in the 3/8 in. wide joint.
4. Install joints where indicated on drawings.
5. Provide appropriate accessories at stucco terminations andjoints.
6. Provide appropriate sealant at stucco terminations.
D. Solid Substrates
1. Ensure that surface plane tolerance not to exceed l/4 inch in 10 feet. Iftolerances exceed
this limit, correct the conditions prior to proceeding.
2. Concrete: Prevent the use of form oil, curing compounds or other bond breakers that
inhibit bond to the surface or Drovide for their removal.
1.03 SUBMITTALS
A. Manufacturer's literature, Material Safety Data Sheets and application instructions for each
material used.
B. Warranty: As required by Section 07140 - Warranty.
I.O4 QUALITY ASSURANCE
A. Manufacturer Requirements
1. Stucco manufacturer for a minimum of twenry (20) years.
B. Conhactor Requirements
l. Licensed, insured and engaged in application of Portland cement stucco systems for a
minimum of three (3) years.
2. Knowledgeable in the proper use and handling ofspecified products.
3. Employ skilled mechanics who are experienced and knowledgeable in Portland cement
stucco application, and familiar with the requirements of the specified work.
4. hovide the proper equipment, manpower and supervision on the job site to install the
system in compliance with manufacturer's published specifications and details and the
project plans and specifications.
C. Inspections
1. Provide inspection by manufacturer's representative where required by the contract
documents.
2. Conduct inspections in accordance with code requirements and contact documents.
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I.O5 DELIVERY. STORAGE AND HANDLING
A. Deliver all materials in their original sealed containers bearing manufacturer's name and
identifi cation of oroduct.
B. Protect coatings (pail products) from freezing and temperatures in excess of 90 deg. F. Store
away from direct sunlight.
C. Protect Portland cement based materials (bag products) from moisture and humidity. Store under
cover off the ground in a dry location.
I.06 COORDINATION/SCI{EDULING
A. Provide site grading such that the stucco terminates above hnished grade a minimum of 8 inches,
or as indicated on drawings.
B. Provide protection of penetrations through the wall. Coordinate installation of building paper to
provide weather-proofing of the strucrure and to prevent moisture infiltration and excess air
infiltration.
C Install sealant immediately after installation of the stucco and when hnish coatings are dry.
D. Attach penetrations through stucco to structural support and provide water tight seal at
penetrations.
PART 2. PRODUCTS
2.OO SYSTEMDESCRIPTION
A. The material specification is based on the Sto Powerwall@ Stucco system. Similar products that
are approved equals by another manufacturer may be acceptable if approved by the Engineer
during the submittal phase.
2.01 MANTJFACTURERS
A. Approved Manufacturers:
I . Sto Corp.
2. Others as approved by Engineer.
B. Obtain all material from single source manufacturer, except where noted. Provide materials from
one manufacturer, or materials that have been approved as compatible with manufacturer's
products.
2.02 STJRFACEPREPARATION
A. Sto Bonding Agent--water based acrylic resin bonding agent for brush or roller application to
prepared masonry surfaces.
2.03 MOISTURE BARRIER (supplied by others)
A. Minimum two layers 14 lb/100 sq. ft. vapor-permeable, asphalt-saturated felt in compliance with
ASTM D 226.
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2.04 LATH (supplied by others)
A. Minimum No. 20 gauge I inch self-funing galvanized steel woven wire fabric in compliance with
ASTM C 1032 (all locations except fence).
B. Minimum 2.5 lb./sq. yd. self-funing galvanized steel diamond mesh metal lath in compliance
with ASTM C 847 (fence locations only).
2.05 MECHANICAL FASTENERS (supplied by others)
A. Appropriate non-corroding fasteners, depending on the type framing or substrate:
I . Wood Framing: Minimum #8 Type S or S- 12 wafer head fully threaded corrosion
resistant screws with minimum 3/8 inch (9.5 mm) penetration into studs.
2. Concrete: Minimum # 8 wafer head fully threaded corrosion resistant screws for
masoffy with minimum 1 inch (25 mm) penetration into substrate.
B. Tie Wire: 18 gauge galvanized and annealed low-carbon steel in compliance with ASTM A 641
with Class I coating.
2.06 ACCESSORIES (supplied by others)
A. Weep screed, casing bead, corner bead, cornerite, comer lath, expansion and control joint
accessories. All accessories shall meet the requirements of ASTM C 1063 and its referenced
documents:
l. Zinc in comoliance with ASTM B 69.
B. All accessories shall have perforated or expanded flanges and shall be designed with grounds for
the specified thickness of stucco.
2.07 JOB MIXED INGREDIENTS
A. Water---clean and potable.
B. Clean, well graded sand free of deleterious materials in compliance with ASTM C 897.
C. Shrcco Admixture
l. Sto Bonding Agent: water based acrylic resin admixnrre.
2.08 STUCCO
A. Sto Acrylic Powerwall@ Stucco: acrylic-modified, factory-proportioned, fiber-reinforced
portland cement-based stucco, field mixed with graded sand (ASTM C 897) and Sto Bonding
Agent.
B. Sto Leveler: One component factory-proportioned, polymer-modified, portland cement-based
stucco with fiber reinforcement, field mixed with water.
2.09 PRIMER
A. Sto Primer: Acrylic based tinted Drimer.
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2.IO FINISH COAT
A. Sto acrylic tex$red wall finish.
PART3 -E)(ECUTION
3.OI INSTALLATION
A. Install stucco in compliance with manufacturet's published insructions.
3.02 PROTECTION
A. Provide protection of insalled materials from water infiltration into or behind them.
B. Provide protection of inshlled stucco from dus! dirt, precipitation, and Aeezing.
C. hovide protection of installcd primer and finish from dust dirt precipitatioq freezing, or
continuous high humidity until fully dry.
ENDOF SECTION
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SECTION 09900
PAINTING
PART I _CENERAL
I.OO RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1-Specification sections, apply to work of this section.
I.OI DESCRIPTION
A. Work Included: Work consists of fumishing all labor, materials and equipment necessary to apply
paint to surfaces [as indicated on the drawings or in the specifications, including, but not
necessarily limited to, the following:
l. Surface preparation.
2. Application by brush, roller, or spray of specified primer.
3. Application by brush, roller, or spray ofspecified paint.
B. Related Work
l. Section 09220 - Fiber-Reinforced Portland Cement Stucco.
I.O2 QUALITY CONTROL
A. Requirements of Regulatory Agencies: Work under this section shall be subject to all applicable
provisions of state and local building and safery codes.
B. Applicator: Company specializing in application of paint with five (5) years minimum
experience. Use workman skilled in the required procedures.
1.03 SUBMITTALS
A. Submittals: Manufacturer's literature, Material Safery Data Sheets and application instructions;
color chips.
I.O4 PRODUCT DELIVERY AND STOMGE
A. Delivery: Deliver material to job site in sealed, undamaged containers. Identiff each container
with material name, date of manufacture, and lot number.
B. Storage Store materials indoors or covered, at temperatures not exceeding 90 degrees F. nor
below 40 degrees F, or as per manufacturer's recommendations.
1.05 JOB CONDITIONS
A. Install paint materials in strict accordance with all safety and weather conditions required by
manufacturer, product literahrre, Material Safety Data Sheets, or local, state, and Federal rules
and reeulations.
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B. Environmental Conditions:
L Apply paint only when:
a. Rain is not anticipated.
b. Air and substrate surface temperatures are above 40 degrees F and lower than
100 degrees F, or as directed by product manufacturer.
2. Provide adequate ventilation during and after application.
3. Product may be flammable. Use adequate caution.
1.06 EXTRA STOCK
A. Amount: Upon completion of work in this Section, deliver to Owner extra stock equaling l0
percent ofeach color, type, and floss ofpaint used on the work, but not less than one gallon.
B. Packaging: Tightly seal each container and clearly label with the contents and location used.
I.O7 WARRANTY
A. Defects, as mentioned in Section 01740, shall include, but not be limited to, the following:
o Discoloring noticeably by yellowing, streaking, blooming, changing color or darkening.
c Mildewing . Peeling, cracking, blistering, alligatoring or releasing from the subsnate.. Chalking or dusting excessively.. Changing sheen in irregular fashion.
o Softening or becoming tacky.
. Improper curing.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Highest grade as manufactured by one ofthe following approved manufacturers:
KwaFHowell
Kelly-Moore
Glidden
Sherwin-Williams Co.
Tnemec Company, Inc.
Architect approved manufacrurer
B. Top coat, primers, and thirurers, must be produced by same manufacturer. Manufacturers
specified in this specification are to establish quality only, except where indicated.
C. Colors and glosses: Color and gloss selection by Owner.
D. Accessory Materials: Sealers, spackle, caulking and other materials not specifically indicated, but
required to achieve the finishes specified, shall be highest grade products of acceptable
manufacturers. Where possible, provide materials from single manufacnuer.
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E. Provide paint materials to cover each of the following materials:
l. Structural Steel:
a. Primer: Series 90-97 Tnemec-Zinc by Tnemec Company, lnc. (3.0 mils DFT).
No exceptions in product allowed.
b. Base Coat: Series 23 Enduratone by Tnemec Company, Inc. (2.0 mils DFT).
c. Top Coat: Series 23 Enduratone by Tnemec Company, Inc. (2.0 mils DFT).
2. Miscellaneous Metal:
a. Primer: Series 90-97 Tnemec-Zinc by Tnemec Company, Inc. (3.0 mils DFT).
No exceptions in product allowed.
b. Base Coat: Series 23 Enduratone by Tnemec Company, Inc. (2.0 mils DFT).
c. Top Coat: Series 23 Enduratone by Tnemec Company, Inc. (2.0 mils DFT).
3. Concrete:
a. Primer: Loxon Masonry Primer by Sherwin-Williams Co. (3.6 mils DFT).
b. Base Coat: Exterior Gloss Oil Base Paint by Sherwin-Williams Co. (2.1 mils
DFT).
c. Top Coat: Exterior Closs Oil Base Paint by Sherwin-Williams Co. (2.1 mils
DFT).
4. Sheet Metal (where not indicated to be stainless steel or prefinished):
a. Primer: All Surface Enamel Latex Primer by Sherwin-Williams Co. (2.5 mils
DFT).
b. Base Coat: A-100 Exterior Latex Gloss by Sherwin-Williams Co. (1.3 mils
DFT).
c. Top Coat: A-100 Exterior Latex Gloss by Sherwin-Williams Co. (1.3 mils
DFT).
2.02 APPLICATIONEQUIPMENT
A. General: For application of paint materials, use only such equipment as is recommended by the
manufacturer, and as approved by Architect.
B. Compatibility: Prior to actual use of equipment, veriS compatibility with the material to be
applied and that the integrity of the finish will not be jeopardized by use of proposed application
equipment.
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PART 3 _ EXECUTION
3.OI EXAMINATION
A. Inspect all surfaces to be painted and determine requirements for correction. Veri! substrate
conditions are ready to receive material as instnrcted by product manufacorer.
3.02 MATERIALSPREPARATION
A. Mix and prepare painting materials in strict accordance with manufacturer's recommendations,
and as approved by Architect.
B. Thoroughly mix all materials before application to produce a uniform mixture, and as required
during the application of materials. Do not stir into the material any film or debris which may
form on the surface. Remove any filrn or debris and, if necessary, strain the material before
aPPlYing.
3.03 SURFACEPREPARATION
A. Perform all preparation and cleaning procedures in strict accordance with paint manufacturer's
recommendations. For existing steel plates embedded in concrete, clean to SSPC-SP3 Power Tool
Cleaning prior to applying primer, base, and top coats.
B. Remove all removable items which are in place and are not scheduled to receive paint finish, or if
acceptable to Architect, provide surface-applied protection prior to surface preparation and
painting operations. Following completion of painting in each space or area, reinstall the removed
items.
C. Clean each surface to be painted prior to applying paint materials, following procedures required
herein and as recommended by product manufacturer.
D. Schedule cleaning and painting so dust and other contaminants will not fall onto parked or
moving vehicles.
E. Protect all glass and nearby items not to receive paint llom contact with paint, primers, etc., as
necessary to pfevent damage.
F. Remove all loose chipped, peeling or blistered paint by sanding, scraping, etc. Feather edges so
surface will match surroundinq surface.
G. Remove all oil, grease, dirt, rust, or other bond inhibiting material and allow surface to dry.
H. Neutalize efflorescence with diluted muriatic acid wash followed by thorough water rinse. Allow
surface to dry.
I. Remove all loose or split caulking, putty or glazing compound, prime surface and re-caulk, re-
putty or re-glaze.
J. Spackle and furish cracks, voids, and abrasions, and finish flush with the same texture as original
surfaces.
K. Begiming of application means acceptance of substrate.
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3.04 APPLICATION
A. Do not apply paint unless surface to receive paint is thoroughly dry and free of frost and ice.
B. Apply with brush, roller, or spray equipment as per manufacturer's recommendations. The
following additional requirements also apply:
l. Leveling: Apply paint with proper consistency and quality so paint flows out to a level
surface free of brush and roller marks, bubbles, dust, runs, sags, and holidays. Spread
evenly.
2. Appearance: Uniform color, texture and sheen.
3. Neatness: Paint shall not be smeared, spattered or run over adjoining colors or materials.
Cut-in lines shall be straight.
4. Spray Application: Do not double back with spray equipment for the purpose of building
up film thickness or two coats in one pass.
C. Apply a thin sprinkling of fure, dry silica sand to the floor while the paint is uncured to provide a
non-slip finish, if necessary.
D. Drying:
l. Allow sufficient drying time between coats. Modifo the period as recommended by
product manufacturer to suit weather conditions.
2. Oil-base and oleo-resinous solvent-rype paints shall be considered dry for recoating
when the paint feels hrm, does not deform or feel sticky under moderate pressure of the
thumb, and application ofanother coat ofpaint does not cause lifting or loss ofadhesion
of undercoat.
l. The prime and top coats, when applied at normal spreading rates, shall dry without
wrinkling, crawling or alligatoring.
E. Completed work shall match approved samples for color, texture, and coverage. Remove,
refrnish, or repaint all work not in compliance with specified requirements.
3.05 CLEANING
A. Clean paint materials fiom adjacent surfaces.
B. Remove all staging and rubbish from site.
END OF SECTION
ruLY 2003 Lodge at Lionshead lll Condominrums 09900-5
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2.MECH PERMIT FOR ST,IOi/I'MELT RI-IAI-ED t.IO EOIIER INSTALED.
3.GARAGE FIRE PROFFI}IG INSTALED PROVIDE SPEC!{L INSP€CTOR REPORT
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TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
DRB Fec----->
lnvcstiBation->
Will Call------>
Electrical-> S1g0.0O Total Calculated l;ees-> 3183 - 00
Additional Fees----->$0.00
Total permit Fee__> 9183. O0
Payments----------> $t-83.00
BALANCE DUE__>
DEPARTMENTOFCOMMUNITYDEVELOPMENT L)...^\ LU " \ BV. \
\*o\ r. l'tc"\ t-S
$0.00
90.00
$3.00
1oTAL FEES--> 5183.00 s0. o0
+ + * *+ +:l **'t a *'! * ltal**'lr*t * t | +,t'i | * * 'l *t * * * * *
t^ o \n" -.\ ti.tt-a f*.;. tt t
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E03-0158
Job Address: 360 E LIONSHEAD CR VAIL Status . . . : ISSUED
Location.....: LODCE AT LIONSHEAD UNIT #3 Applied . . : 09/16/2003
Parcel No...: 210106406030 Issued . . : 09122/2003
Project No I A (JLi <-' j.11' Expires . .: 03120/2004
OI,{NER STETNMETZ, IJYNN & CHARITES p.O9/LG/2003 phone:
1715 VTA AMAI-,FI
WIN:TER PARK FL
32789
License:
coNrRAcToR DANTCT ELECTRTC O9/L6/2OO3 phone: 970-390-1173
PO B'ox 7246
Breckenridge, Colorado
80424
License:114-E
APPLTCANT DAIIICI ETJECTRTC O9/L6/2003 phone: 970-390-1173
PQ Box 7246
Breckenridge, Colorado
80424
I-,icense : 114 -E
Desciption: CHANCE OUT l2 SRVICES AND CHANCE OUT WIRE IN 6 BEDROOMS
Valuation: $9.500.00
a*:l'l**a:trtt**l'll****aa**rraa1*rt++*rtt FEE StJMMARY raalttt*r***t*'lt**jl*al**a**rri*j|r:i***:aatt++ta**+)taa*:rtrt**'rt
Approvals:Item: 05000 EI-,ECTRICAI-., DEPARTMENT
oe/L6/2003 DF Action: AP
IICN: O55OO FIRE DEPARTMEM|
it+++at * t *t + +t* *+***aair rt a *'rrr**'r
CONDITIONS OF APPROVAL Cond: 12
(BLJDG.): FIELTD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIIANCE.
|* *:l * |*:ral *a't tat'l
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as roquired is conect. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE TELEPHONE AT 47}2I49 ONTAT FROM 8:00 AM - 4 PM-
OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF
+ f * ** **t tt I t t* 'l' ** * f * {'* ** t a * ** * ** + * * * +:} + * f *+ + + * *'l * * * * * * ** * *** t | +f+ ** * *** +* * + +* * * + * ** * * *** * +* *
TOWNOFVAIL, COLORADO Staternent *****++ ++ +'| I't** **'a {.**** fi tt***t ti** **+*t** + ++** * ***r.* ** * ** *att+++ ** ***** * ****tt * + ++ +{.*+* *** *
Statement Nurnber: R030004744 Amount ! 9193.00 09/22/ZOO303 i57 pM
Payment Method: Check Init: LC
l{otation: *1884/Danici Elect
Permit llo: 803-0158 Tt4)e: EITESTRICAIT PERUTT
Pareel, No: 2101064 05 03 0
Site Addresg: 360 E IJIONSHE,AD CR VAIL
I,ocaIion: IJODGE AT IIoNSHEAD UNrT #3
TotaL Feea3 5183.00
This Payment: $183.00 Tota1 AIrIJ pmtB: S1g3.O0
Balance: S0.00
+f + t'f*+** * ******++llt++* *+*** +** * *!* ** a+ft 1+{r+ * * * * * * ** ** * +*+ + + + +f + | ** **,i'i** r * ** +* * t++ f *+ +* + **
ACCOUNTITEM LIST:
Account Code Descriotion Current Pmts
EP OO1OOOO31111OO TEMPOMRY POIJER PERMITS
hlc OO1OOOO3i128OO WILL CALL INSPECTION FEE
180.00
3.00
APPLICATION WXLL NOT BE ACCEPTED IF INCOMPLETE OR U
Building Permit #:
Electrical Permit #:
97 O- 47 I -2119 (Inspections)
'+l
75 S. Frontage Rd.
Vail, Colorado 81657
*V1r1'3Eil in3 Elfctrical Contractor:
Ufttttct f.(&c f,pc
coMpLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials)
ELECTRICALVALUATIoN: $ cl.g0D
AMOUNT OF SQ FT IN STRUCTURE:
Contact Assessors Office at 970-328-8640 or ylsi!
rob Name'l /DMi hffi? CrttD)S robAddress: 3(op. Lppstt6A0 cR Ul
Legal Description ll lot: ll abcr: I Filing:Subdivision:
owners Name: 578 tUnfr12 ll
Address:Phone:
Engineer:Address:Phone:
Detailed description of work:
avTutirt-( /^r ( /{ffinns Qh#,$ ortT )2 sevZi* 4t-0
WorkClass: New() Addition( ) Remodel ( ) RepairQ'{ TempPower( ) Other( )
Worktype: Interior fi Exterior p{. Both (K)Does an EHU exist at this location: Yes ( ) No ( )
-
rype or Bldg.: single-family ( ) Duplex ( ) Multi-familyl() commercial ( ) Restaurant ( ) other ( )
No. of Existing Dwelling Units in this building: 12-No. of Accommodation Units in this building: / ?
Isthispermitforahottub: Yes(, ) No(2\'\ = ,. = =,. ,, = , =,===r=
lK)]|DoesaFireSprin|der5ystemEx|st:Yes(J|Iot/Y
-l
for Parcel #
***************************************FOR OFFICE USE ONLY********************J'****************
Other Fees:Date Re€eived.
DRB FEES:Accepted By:
TtannerEisn-off:R-v1e
\Wail\data\cdev\FORMS\PERMITS\ELECPERM. DOC 07t26n002
ll
APPLICATION WLL NOT BE ACCEPTED IF INCOMPLETE OR UNS
REVISION TO TOWN OF VAIL BUILDING PERM
Separate Permits are required for electrical, plumbing, mechanical, etc.!
3q+
75 S. Frontage Rd.
Vail, Colorado 81657
COMPLETE EVALUATIONS FOR BUILD!NG PERMIT Labor & Materials
*****************I*******************FOR OFFICE USE O N LY*"**s!H******trr*tt*r***r*************
CONTRACTOR INFORMATION
16 -o
ATTENTION: JR, CH GREG. DORIS
REVTSED AMOUNT: $ ),LOO,OTHER: $
PLUMBING: $MECHANICAL: $REVISED roTAL: $ -J) DD.OO
For Parcel # Contact Assessors Office at 970-328-8640 or visit
Parcelr#zLol 06rl C, ob -o37
robName: filfi, o,L /--on, Ld JobAddress: 760 cL"^tLo/ C,t<
Legal Description ll Lot: ll Block; ll Filing:Subdivision:
owners Name:-rdpp fkl* ll
Address: 1owt4 Phone:
ArchitecUDesigner: v Address:Phone:
Engineer:Address:Phone:
REASON FOR REVISIONS:
9auL /hon{u{ -fLe/-k, btSta,. --
WorkClass: New() Addition( )Remodel () nepair$fuDemo( )Other()
Work Type: Interior ( ) Exterior ffi Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
No/Type of Fireplaces Existing: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burninq (
No/Type of Fireplaces Proposed: Gas Appliances ( ) Gas LqCI ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Does a Fire Alarm Exist: Yes ( ) No (Does a Fire Sprinkler System Exist: Yes ( ) No (
F:\cdev\FORMS\PERMITS\Revised Bldg permit.doc 06/032003
Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
Project Name: Lionshead III Condominiums DRB Number: DR8030420
Project Description:
REMOVE SOD REPI.ACE WITH PAVERS AND ADD RAIN DIRECTORS @ DOORS
Pafticipants:
OWNER STEINMETZ, LYNN & CHARLES P.09/26l2003 Phone:
1715 VIA AMALR
WINTER PARK FL
32789
License:
APPLICANT K.C. COMPANY 0912512003 Phone:476-0566
P.O. BOX 341
AVON, CO
81520
Licensel
CONTMCTOR K.C. COMPANY 09/2612003 Phone:
P.O. BOX 341
AVON, CO
81620
License: '165-8
Project Address: 360 E UONSHEAD CR VAIL Location:
LODGE AT 1IONSHEAD UNIT #3
Legal Description: Lot: 6 Block Subdivision: LODGE AT LIONSHEAD
Parcel Number: 210106406030
Comments:
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:
Vote: Date of Approvalz L0/2212003
Conditions:
Cond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Planner: Bill Gibson DRB Fee Paid: $2O.OO
.1
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel'. 970.479.7139 faxl. 970.479.2452
web: www.ci.vail.co.us
General Information i
All projects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is recejved by the Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design review approval lapses unless a building permit is issued and construction commences within
one year of the approval.
Description of the Request:("L-., L 4-fJ
Location of the Proposal: Lot:_Block:Subdivision:
physicaf Address: 3 6o E 0'^S Arq/ C,rJ I
Parcel No.:(Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Name(s) of Owner(s):r&{
Mailing Address:lru-t I'ar/ (,t'.
116. L)o
Owner(s) Signature(s):
Name of Applicant:a/,\-
/'"1 3't I / Avon. fd (
3
Mailing Address:
Phone:
Fax:1tq- s1t.l
Type of Review and Fee:
n Signs
n Conceptual Review
tr New Construction ! Additron
tr Minor Alteration
( multi-family/commercial)
Minor Alteration
(single-family/duplex)
Changes to Approved Plans
Separatron Request
tr
X
tr
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining \^/alls, etc.
$20 For revisions to plans already approved by Plannjng Staff or the
Design Revrew Board.
No Fee
* * * * *+ ++ ** * * * * * ** +** ** * * * t+ + +* ** * ** *
*****+****']*******+*****************
*************** *** **
TOWNOFVAIL, COLORADO
Copy Reprinted on 09-26-2003 at 07:56:54
09/2612003 Statement
* * * * * *** **** * * * * +* 't ** * ***** ** ** * * * * *
r. * * * * * * * * * * * * * + + +* * * * * * * * f * * * * * * * * +*
* * * * * ** * ** * *
'1.
* * + *,* l. *
Statement Number: R0 3 0 00477 O
Amount : S2o. o0o9 /26 /200307. s6
AI{
Palment Method:
rnit: DF
Notation:
Check
CHECK# 5238
Permit No:DR8030420
Type:
DRB- Chg to Appr Plans
Parcel No :210105405030
Site Address:
360 E LIONSHEAD CR VAII
IJocation:
I,ODGE AT I.,TONSI{EAD UNIT #3
Total Fees:
$2o. oo
This Payment: $20. ooTotal-
ALIJ Pmts: S20.00
Balance :
s0.00
* + * +* * * *** t **** ** * *** +* + **** * ** l****
* + * +* * * * * * + + + + +*** * *'* +l t *t * * * '* * * i* * *
+***+******+******,a*
ACCOIJNTITEM LIST:
Account Code
Descn'ipti on
Current Pmts
DR 00100003112200
REVIE|"l FEES
20.00
DESIGN
l'tr p ,{ t.'Fr f
l-'. , tr 'r ,i lAru f/\rt I
D epar tmen t of C o mmunity D e ve I opme nt
75 South Frontage Road
Vail, Colorado 81657
970-479-21 38
FAX 970-479-2452
www.ci.vail.co.us
October 6, 2003
Rich Caples
KC Company
PO Box 341
Avon, CO 81620
RE:Lionshead lll Condominiums
380 East Lionshead Circle/Tracts l-J, Vail Lionshead l"tFiling
Dear Rich,
Town Staff has preliminarily examined the design review application for the proposed brick
paver installation at Lionshead lll Condominiums. Based upon this initial examination, the
Department of Community Development has determined that the application is incomplete and
can not be reviewed by the Town of Vail until all required items have been submitted.
The proposed pavers convert an existing portion of sod landscape area to "hard-scape"
landscape area, therefore the following additional items and information must be submitted:
1. Existing and proposed total landscape area calculations; plus existing and proposed
soft-scape and hard-scape landscape area calculations.
Please submit the above listed item to the Town of Vail Community Development Department
by no later than Wednesday, October 22,2003.lf you have any questions or comments, please
feel free to contact me directly at (970) 479-2173.
Sincerely,
1
RECYCLED PAPER
azz-: h.2/_
Bill Gibson, AICP
Planner ll
Town of Vail
s
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ldl -'attultcd il thc rirc phn lor jlatt lll tionrhrd rhoring ttc rrirring rnd proporod ronl l1ndrtrp rrcn
rakuhtionr plur rrining and Jrropond harilropr hndrapc arm cekuhtionr. phso rall if you hrvc any
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NOTE:
THESC CALCUIJ\TIONS ARE sASTD ON
THE CONDOMINIU14 MAP FOR
TIONSHEAD !HAsE III
suRvrRY - Dtc. ?c lH. 197?I
A101
!o!qF_4I_L!.9Ns!_E^q
PHAqE lD Veil. Colo\,tdo
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Design Review Board
ACTION FORM
Departrnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 faxi 970.479.2452
web: www.ci.vail.co.us
Project Name: Lodge at Lionshead III DRB Number: DRB030392
Project Description:
Same for same, repair of structure and waterproof
Participants:
OWNER STEINMETZ, LYNN & CHARLES P.09/09/2003 Phone:
1715 VIA AMALR
WINTER PARK FL
32789
License:
APPLICANT K.C. COMPANY 0910912003 Phone:476-0566
P.O. BOX 341
AVON, CO
81620
License:
CONTMCIOR K.C. COMPANY 09/09/2003 Phone:
P.O. BOX 341
AVON, CO
81620
License: 465-8
ProjectAddress: 360 E UONSHEAD CRVAIL Location:
LODGE AT UONSHEAD UNIT #3
Legal Description: Lot: 6 Block: Subdivision: LODGE AT UONSHEAD
Parcel Number: 210106406030
Comments:
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:Vote: Date ofApproval: 09/10/2003
Conditions:
Cond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Planner: Bill Gibson DRB Fee Paid: $O.OO
Rug 26 O3 l0:52a K. c|Impenv
I0r4il\,ffi
(s?ofU-sar7
LrTr( e&G\
/,tl
I
Application for Design Review
DeDanment of @mmunlty Oevelopment
75 South Frontage Road, Vail, Cdondo 81657
td: 970.479.2139 fax 97a-4n.2152
webl www.ci'vail.co.us
@neral InformaUon!
nlipto:ectt r.quiring deslgn teview must fecelve approval Prior.to tubmitting a bullding Ptrmit aPpllcation' Please
refer ti tne srbmffilt reqlirernents for the particulai approval that is reque*ed. An application for Design Revieut
.annot Ue accepted untli atl reguirei Information is riieiveO bv the Comrru;nW Derrel@ment Department, The
p.joA ,rv also need to be reviewed by the Tgryn Council_and/or the Planning and Environmental Commission.
iEig;r iiit€r approvrl te966 untc*i a bulldlng Permlt b icslcd and constructlon comrncntas wlthin
one year of tlre approval.
tleccdption of the R€qusEtl
Location of the Proposah Loh---Bbck:- Subdiviston:
Physlcaf Addressr . \f,lo.E Lr*'Aa'(&f
parcct No.: 2lO I O69-$19 (contact Eagle Co. Assessor at 970-328-8540 for parcel no.)
Zonlng:
ilame(r)orowner(s): tulgt ^t L*t k*l 4r
tlailing Addrecs:
E-mail Addrcd3:
$50 glu 91.00 per square foot of total sign area'
No Fee
$650 For constucdon ofa new building or dero/tebuild'
fu00 For an addition where square-footage is added.to any residential or
commerciat buildlng (induds 250 6ddltions & inbrbr conve6ions)'
.ffn- For mlnor changes to bulldtngs and dte mprwementsf such as'
rerodtng, painung. windorl addiuons, lands6ping, fences and
retalnir€ lYalh etc.
$20 For minir cnanges to bulldings and slte imptoyements, such as'
reroofing, palntinEr windov{ addltions, landscaping, fences and
retainlng walls, etc
+20 roi rw-fdo.s
'to ptans alrea<ly approved by PlannirB Slaff or the
Design RaIei,v Board'
No Fce
Type of Rcvicw and Fee:
n Signs
Conceptual Revie
New Construction
Addltion Saut {* gx'
Minor Afterauon
(multl-famiWcommetdal)
Mlnor Alteration
(single-fanily/duplex)
Cllanges to ApPrsred Plans
Separauon Request
L'
D
{
tr
tr
t '{"n b" -
'' '
a-'. -'-\ [^'."''l- '[*" \ \ "-
DEPARTMENT OF COMMUNITY DEVELOPMENT
'. \ . ,,-\ '!-\1 \LX'-\ '-1r- 'r-
{J
NOTE I THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT PETMit E: 897_0242
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL/ co 81657
97 0-47 9-2t38
Investigation>
Ui tL CaLt---->
TOTAL FEES.-->
Job Address
Location. . .
Parcel- No. .
Project No.
.oo
3 .00
53.00
360 E LIONSHEAD CR
LODGE AT LIONSHEAD
2101-064-06-030
Status. .
€3 380Applied.
Issued..
EVhir6c
I S SUED
r0 /o6 /ree7 10/06/ree7
04/04/ree8
APPLICANT COMPLETE SERVICES CONSTRUCTION
81620
CONTRACTOR COMPLETE SERVICES CONSTRUCTION
81620
owNER sKlvEST :'-llL
^( "l €'I z
6422 BROMPTON, HOUSTON TX 77005
Description: INSTALL REMODEL RECESSED CAN LIGHTS
E Iect r i ca t---) 50-00
DRB Fee
Phone: 970-949-9277
Phone z 970-949-9277
VaLuation:500.00
t***************************tr***********t******ti********** FEE SUtlt!ARY *********************************************************vr
TotaI ca Lcu lated Fees--->
AdditionaL Fees--------->
Totat Permit fee-------->
53.00
.00
53.00
53.00
.00
Payments
BALANCE DUE-----
***********************************************t**************tr*******i****************************i******************************
Item: O6OOO ELECTRICAL DEPARTMENT DCPI: BUILDING DiViSiON:IO/06/T997 CHARLIE ACtiON: APPR CHARLIE DAVIS It,em:,05600 FIRE DEPARTMENT DEPI: FIRE D.TV.]-SI-ON:l0/06/L997 CHARLIE Actj-on: APPR N/A
**************************t(*****************************t*t*************it*tt*rr****tt**********************************************
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
******i************************************************************************************i**************************************
DECLARATIONS
I hereby acknowtedge that I have read th'is apptication, litted out in ful,L the infornation required, compteted an accurate Ptot
ptan, and state that att the information provided as rcquirrd is correct. I agnee to compty vith the inlornation and P[ot p[an,
to compty with aLl, Town ordinances and state [avs, and to buil,d this structure according to the Toun's zon'ing and subdivision
codes, design review approved, uniforn Buil,ding code and other ordinances of the ToHn appticabte thereto.
SIGNATURtr OT OTINER
REOUESTS TOR INSPECTIONS SHALL BE I4ADE TIIENTY-TOUR HOURS IN
****************************************************************
TOWN OF VATL, COLORADO Statemnt
****************************************************************
Statemnt Number: REC-0340 Amount:
Paynent Method: CK Notation: 2007
s3.00 L0/06/97 10:05
Init: KW
Permit No
Parce1 No
Site Address
Location
This Pavment
Account Code
01 0000 41313
01 0000 41336
Description
ELECTRICAL PERMIT FEES
WILL CALL INSPECTION FEE
E97-0242 Type: B-ELEC ELECTRICAL PERMIT
2101-064-06-030
360 E LIONSHEAD CR
LODGE AT LIONSHEAD €3 380 LIONSHEAD CR
Tota] Fees:
53.00 Total ALL Pmts:
Balance:
53.00
s3.00
.00
****************************************************************
Amount
s0.00
3.00
...\..
/,tContact Eagle County Assessors Offlce ar 97o-328-8640 for- lpp1]frn_., TowN oF vArL cONsTRUcTroN
,I,ARC[L ll z J l(\lOlot1 t tt.>tt,*-t pERMTT AppLrcATIoN FORM ' D^IE.QCTSST
, APPLICATION MUST BE FILLE-D OUT COMPLETELY OR fT MAy NoT BE ACCEpTED V l* * * ** ******* ****** **rr********* PERMIT TNFORMATTON * * * * * * * * * * * * * * * * * r( * * * * * * * * * * *'V -'[ ] -Bui.lding [ ] -plumbing ft(1 -nlectricat [ ] -Mechani-cal t .l _other
Job Namet$ ,fob Acidress:
Legal Description: Lot Block Fitinq SrrtDIVtStoN:./1 t a--.- \ |o$/ners Name: @ Addr_ess :
PERi\IIT /i
Architect:
- ^uJrI3,
I
fmbcr and Type of Fireplaces: Gas Appriances__ Gas Logs_ wood/peI1et_r
r * * * * * * * * * * * tr * * * * * * * * * * * * * * * * * * * * * VALUATTONS * * * * * * * * * * * * * * * * * * * * * * * * * * * * ,( * * * *t rurr-,olnc, t - Er,EcrRrcAL,t_5-e_O-.16 orHER: $ -
1AO ^ Phon.e Number:
E47a'*ys-Electricaiflptrf,elor "-tff r, of Vait Bcq. wo.Dl-E Address, phone Number:
Plumbing Contractor:
Address: _ I;::^"f,,x;1r.nev' no'
"lechanical Contractor:Address: uL.,r: ::::^t:..Yail Reg' No'
Phone Number:
********************************FOR BUILDING PERMIT FEE:
PLUMBING PERMTT FEE:
VIECHANICAL PERMIT FEE:
CLECTRICAL FEE:
)THER TYPE OF FEE:
)RB FEE:
oFFrcE USE * * * * * * * * * * * * * * * * * * * * * * * * * rr * * * * *
BUILDING PLAN CHECK FEE:
PLUMBING PLAN CHECK fEE:
MECHANTCAL PIJ\N CHECK FEE:
RECREATION FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMIT
BUILDING:
STGNATURE;
ZONING:
SIGNATURE:
-Mechani-caI [ ] -other
4)6-2)e
ceneral Description;
work crass: [ ]-New [ ]-Alteratj.on [ ]-Additional [ ]-Repair tt'L-other
Number of Dwellinq Units:Number of Accommodation Units:
Address:
VALUATION
CLEAN I]P DEP.OSIT REFTIND TO:
'r*eFE!!-gS!--