HomeMy WebLinkAboutMIDDLE CREEK VILLAGE CONSTRUCTION DOCUMENT SET O DELL ARCHITECT LEGALI
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Date:
Invited Bidders
Middle Creek Housing Project, VAIL, CO
October 20,2003
REOUEST FOR PROPOSALS
To:
Re:
Receipt of Bids -
Subcontractors and Suppliers are hereby invited to submit a proposal on the above named project. All
bids will consist of a scope letter provided by the bidder describing in detail the inclusions/exclusions of
the proposal delivered/faxed to either of Shaw Construction LLC listed below no later than
November 4.2003 for All other biddine trades
Fax/telephone modifications to the bid are acceptable prior to the bid time. A private bid opening will be
held at that time. Final bid results will be available to bidders when all results have been tabulated and
when the project Owner has accepted the resulting budget. Please note that the Invitation to Bid will
become part of the contract documents. Any exceptions to the Invitation to Bid must be identified at bid
time.
Please deliver/f-ax bids to either of the followins addresses:
Shaw Construction
760 Horizon Drive
Grand Junction. CO 81506
Fax:970-241-5618
0R)
Shaw Construction
P.O. Box 4325
0030 Benchmark Rd, Suite 201
Avon, CO 81620
Fax: 970-748-0173
Bid Documents -
The following list constitutes the documents issued on which bidders should base their bids. In the event
of a conflict, this Invitation to Bid shall take precedence over these bid documents. Each bidder is
responsible for all work that pertains to the trade or section being bid regardless ofthe location ofthe
information; bidders are cautioned to carefully inspect the documents. Bidders are also responsible for
checking for the issuance ofaddenda or clarifications that could be issued prior to bid time.
Drawings for the Project as prepared by Odell Architects consisting of drawings Sheets:
A0.0, A0.1, A1.0, A1.1 & 1.2;C0.0,Cl.1,C2.1 &C2.2, C3.1, C4.1 &C4.2, C5.1, C6.1, C7.1,
C8.1, C9.1, Cl0.1, C10.2, C10.3, C10.4; LOl, L02 &L03;A2.1(A), A2.2(A), A2.3(B), A2.4(B),
A2.5(C) through 42.13(C), A2.l4E, A2.l5E, 43.l through A3.4, A4.1(A), A4.2(A), A4.3(B),
A4.4(C) through A4.9(C), ,A'4.l0E, A5.1A, A5.2A, ,A'5.3(B), A5.4(B), 45.5(C) through
,A'5.15(C), ,A5.16E, 4.6.1. ,46.2(AB), 4'6.3(C), A7.1 through A7.7, A8.1(A), A8.2(B), AS.3(C) &
A8.4(C),A9.lthrough.A9.l3;S1.0l,Sl.02,Sl.l1throughS1.13,St.31,S1.4t,Sl.42,Sl.6t,
S1.62, 52.l(A), S2.2(A), S2.3(B), 32.4(B), 52.5(C) through S2.13(C), 52.14(E), 52.l l(A),
55.ll(A), 55.12(A), 55.31(B), 55.32(B), 55.51(C) through 55.57(C) & 56.l;M1.0, M3.l
through M3.16, M4.0 through M4.6; 81.1 through 81.3,82.1,E3.1,E3.2,83.3, E3.5, E3.6,
E3.7,E3.9 through E3.19,84.1 through E4.6 and
E5.l through 85.3.
Project Specifications dated October 9,2003 from Odell Architects.
Status of Prior Biddine -
Shoring, Earthwork, Pre-cast Concrete, CIP Concrete, Mechanical/Plumbing, Fire Protection and
Electrical contracts have already been awarded, no further bids will be taken in these areas.
manpower in order to assure completion, including all final approvals and inspections, prior to that date.
Should it be necessary to include in your proposal any additional expense for expediting the submittals
(hand carrying will be required) or the work (including overtime), bidders will be expected to include
the cost of that service in their bid.
Safetv/Insurance Requirements -
All successful subcontractors will be required to carry Workman's Compensation Insurance in
compliance with state law and General Liability insurance ($2,000,000 minimum) with the Owner and
Shaw Construction listed as additional insured. Subcontractors must have a worker safety program in
compliance with OSHA standards. Please contact our Project Coordinator, Mary Coomisfor detailed
Insurance Requirements at (970) 242-9236.
Municipal Requirements -
All sales taxes will need to be included in proposals. All Subcontractors should plan to include in their
Proposal the costs for any permits that may be required by agencies governing their installations.
Tax Rates as follows:
State:
Vail:
2s%
Exempt
Eagle County: 1.5%
Use Tax: Exempt
4.4%
Schedule
November 1. 2004. Bidders are cautioned to review this information to plan material orders and
Bid Alternates -
Housing/Site:. Coat Hooks,. Site Fumishings. Benches. Wood Base in lieu of Rubber Base. Drum lightsr TV & Phone in BR's. Access gate for Parking Garage
Early Leaming Center:. Casework Cubbies. Casework costs per room. Additional (2) Sliding Doors at Courtyard. Cost to provide carpeting ILO sealed concrete at learning rooms. Cost to only rough-in upstairs bathroom and efficiency sink
Standard Requirements -
Each bidder is responsible to provide all of the following items related to the Subcontractor's installation
as a part ofthe base proposal:. Verification of existing conditions for conflict prior to beginning work.
' Verification of field dimensions. Dimensions provided by the Contractor are for approximate
coordination only.
' All layout/surveying by a person qualified to guarantee dimensions and coordinate with other
trades.
' All trenching, backfill, machine and hand compaction.. Core drilling or blockouts through walls, floors, ceilings or roof.
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Unloading, hoisting, and spotting of all material supplied under the subcontract including the
fumishing of any equipment required to do so.
Cutting, patching, and sealing of all surfaces to be penetrated by the Subcontractor. Fire rated
assemblies are to be fire safed or fire caulked as necessary.
Cleaning ofadjacent surfaces as necessary to receive the work.
Access doors required to access the Subcontractor's work.
Clean up and removal from the site of trash on a daily basis.
Any task lighting required to perform the subcontractors work.
Specific Trade Requirements - each bidder is responsible to include as a part of the base bid:
-Landscaping (includes but not limited to). Landscape irrigation is to be bid as a design build contract.
' Sleeving where irrigation piping and control wiring cross beneath pavement and walks.
' Provide minor grading requirements. Grading to +/- .10 foot by earthwork contractor.
t Import additional topsoil, if needed. Specify QuantitiesI Amendment of on-site soil.I Inspections and notification during the warranty period of any improper maintenance.r Provide temporary water of plant material if needed.. Fabric lining and weed barriers as necessary.. Repair work for areas adjacent to new construction areas.. Removal of materials generated by tree pits.. Provide backflow preventors, water tap, meter and pit.. Fumish and install riprap.. Verify that the water pressure is adequate.. Verify utility locations prior to trenching.
' Seeding requirements relating to erosion control and guarantee vegetation.I Provide planter fill and fill at traffic islands.r Seed undeveloped and disturbed areas.. Provide and install all boulders.. Utilize a licensed plumber for work on items requiring such.. Provide a separate price for a I -year maintenance agreement.. Specihc rock and mulch shall conform to the local DRB requirements.
-Masonry (includes but not limited to). Include "Robinson Rock" stone veneer as shown on the drawings.
' Provide bracing on a daily basis ofall free-standing walls over 8 feet in height not greater
than 4' from each control joint with not more than 25' between braces. Walls greater than 25'
in height will require bracing at the top of the wall and at the mid-point on both sides of the
wall; high braces will require kickers.
' Grouting will be as directed by the structural engineer but not greater than 8'lifts.
' For wall anchor points, coil rod bolts will be laid into the walls with steel angles on both
sides of the wall. For ground anchors, SHAW Construction will install dead men; in
situations where concrete slabs have already been poured or slabs exist, super bolts will be
placed by the mason through the concrete floors in lieu of dead men.
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Fumish and install all bracing. Bracing will be engineered metal bracing per industry
standards and subject to review by thejob superintendent.
Fumish and install block cell and cavity wall insulation as required.
Provide shoring ofopenings as required.
Provide material and labor for all through-wall flashing/reglets/embeds/lintels/etc. at
masonry walls.
Furnish and install covering of all masonry walls for temporary weather protection if needed
(SHAW Construction to provide heat).
Monument signs, stonework, etc. as shown on drawings.
Masonry final cleaning.
Provide all layout for masonry work.
Hoisting of all masonry materials.
Grout hollow metal frames in masonry walls.
Install loose steel lintels and masonry reinforcing steel.
Drill and epoxy dowels required for the work.
Furnish and install expansion joint assemblies in masonry construction.
Construct mock-ups as specified (multiple if required).
Pattem and mockups to be reviewed and approved by local DRB
All scaffolding and hoisting shall comply with OSHA standards.
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-Framins (includes but not limited to)
' All framing material at Building C is to be fire treated. Buildings A, B and the ELC can be
standard framing material.. All rough blocking for kitcherVbath cabinets and accessories. Fire blocking & draft stops. Draft stop in attics at each party wall between units
' Installation of exterior windows and doors with flashing. Doors and windows fumished by
others.
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Install exterior rails, all stairs and suspended walkways.
Install fascia, soffits, trim, attic vents, soffit vents and siding
Shall erect steel columns, beams and other misc. steel
Install all engineered wood products including trusses, TJI's LVL's etc.
Install all roof sheathing, ridge vents, roof vents or sidewall vents as needed.
Blocking for snow fences
Plywood backing for all stone veneer
Installation of all exterior windows and doors
Framing of all access hatches and access panels in roofor exterior
Miscellaneous back out blocking at walls where required
Blocking for ADA grab bars where required.
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buildings. stockins and stagins prosram.
-Wood Trusses (includes but not limited to). Provide design calculations by a licensed professional engineer.. Fumish all special connections/hangers/fabricated metal connections.r Include all over framing and bridging as required.. Shop Drawings would be due end of November 15, 2003.
-Millwork (includes but not limited to)r Install wood base, shelving, door casings.. Surface blocking.. All cabinetry and associated blocking. Alternate to install interior doors
- Waternroofinq (includes but not limited to)r Provide protection board per manufacturing recommendations.. Flood testing required at horizontal waterproofingr Waterproofing at all exterior foundation walls. Waterproofing at structural deck on building C.
-Roofing (includes but not limited to). Asphalt shingle roofing assembly as specified.
' Include three different colors in pricing. Shingles may not be mixed on individual roofs.
Building C may have different shingles on the different roofs.. Ballasted roof as shown.
buildinss. stockine and stagins nrosram.
-Exterior Stucco (includes but not limited to)
' Stucco texture is to be a "Hump & Bump" similar to the building mock-up located at the site.
' Stucco shall be elastomeric over solid cementitious material base. NO Synthetic systems
applied over insulating material will be considered.
' Verify that design details conform to manufacturer's recommendations. Please specify the
manulacturer used.
' Control joints will be concealed by final coat of elastomeric finish as indicated in drawing
details.. Assume application to more than one building elevation concurrently.. All fry reglets and miscellaneous flashings.
' Furnish and install temporary enclosures as necessary for installation and protection (Heat
will be provided by SHAW).
' Provide all necessary scatTolding required for installation per OSHA requirements.
-Caulkins (includes but not limited to)
' All sanitary caulking and sealing of exterior wall penetrations on existing and new walls.. Stucco to dissimilar materials.r Drywall to masonry and/or precast.. Masomy to precast.
' Fire caulking at stairs and elevators and tops of masonry or precast walls.. Be sure that all caulking is compatible with associated materials.. Windows and doors w/backer rod
-Hollow Metal (includes but not limited to). Include door louvers.. Verify any conflicts with door ratings or functions.. Furnish and install any field welding if applicable.. Include sidelight and borrowed lite frames.
-Steel Entrv Doors (includes but not limited to). Residential entry doors are to be pre-hung doors as shown, or similar.
' Pre-hung package to include hinges, thresholds, weather stripping and smoke seals as
required.
-Wood Doors (includes but not limited to)
' Interior residential doors to be pre-hung, 6-panel, pre-finished hollow core doors.r Interior ELC doors to be flush, solid core doors as shown.r Coordinate all door undercuts.
-Finish Hardware (includes but not limited to). Provide all hardware according to schedule, plans, and specifications.. Provide cylinders for rolling doors and storefront entrances.
-Vinvl Windows (includes but not limited to)
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-Storefront Entrances. Glass and Glazins (include but not limited to). All mirrors and interior glass.. Provide tempered glass as required by code.r Thermal break for frames as required or specified.. Aluminum windowsills if shown or specified.. Provide and install all hardware for storefront doors.r All attachments, steel fabrications, and insulation associated with work.r Breakmetal trim and closures.t Breakmetal wall caps at mullions.. Vision lights as shown.. Tinted, fire-rated, or heat strengthened glass ifrequired.r Low-E coating, heat mirror, or similar if required.
' Comply with shading coefficient factors in specifications, or state if not specified.. List any long lead items, which may effect the schedule.. Windows shall be delivered in the 4th Qtr of 2003
-Drvwall (includes but not limited to). All soffit vents.. All frre rated drywall. All layout for related work.
' Ifbidding the stuccoo break out the cost in proposal.r Note any concerns with details relating to expansion concerns- i.e. expansion joints,
structural studs on building slabs etc.. All thermal and sound insulation in soffits, wall framing, etc.. Fire insulation, caulking, and acoustical caulking as required.r Tube steel bracing from studs to countertops.. Install access doors provided by others.. All sound caulking.. Tenting of light fixtures if required.r Draft stops and framing.r Metal strap bracing and backing as noted.
' Fire-rated walls to structure above, slip track, flute closures, and sealants at head.
' Provide scaffolding and hoisting for the work of this trade, including labor to stock material.I Box out framing and drywall at plenums and exhaust ducts.
-Flooring (includes but not limited to)
' Floor preparation including leveling and filling as necessary to receive the flooring material.
' Final cleaning of the floor surface prior to the installation of the flooring material.t Inspect, survey, and accept floor surfaces prior to installing flooring.. Hoisting of materials to all locations needed.. Thresholds and transition materials.! Waterproof membranes as specified.r Floor finishes in elevator cabs.
-Paintins (includes but not limited to)
' Specialty temporary lighting and ventilation for application of paint finish system is by this
subcontractor
' Caulk all interior locations where door and window frames, countertops, cabinets, casework,
and other finish products abutting to painted surfaces.. Masonry sealers and stains.
' Painting ofexterior trash enclosure gates and frames, bollards, rails, stairs, ladders, etc.. Provide over spray protection and cleanup as required.. Provide minor substrate defect correction as necessary.I Paint all GWB surfaces, exterior siding, fascia and trim, entry doors, base trim, hm doors and
frames. (Interior unit doors will be pre-finished). Painting of exterior wood shutters. Staining of all fascia and trim as indicated on drawings
- Snecialties. Equipment. and FurnishingsI Provide the following materials based on the plans, specifications, and schedules:o Signage
o Postal and Fire Protection Specialties
o Toilet Specialties
o Appliances
o Floor Mats
o Shades
-Elevators (includes but not limited to)
PRICE TRACTION AND HYDRAULIC ELEVATOR AS OPTIONS:. Drill and case elevatorjack holes.t Excavate and backfill hydraulic lines. Providejacketing pipe as required.. Furnish and install the pit ladder.. Layout all embed requirements.. Include but separate the cost of the hoist beam.. Verify the cab size is compatible with all structural components shown.I Note that during the course of the project, there will be construction use of the elevator.I Manufacturer's standard finishes in the elevator cab, unless otherwise specified.t Emergency phone and all connections for emergency requirements, if specified.. Include and design for all ADA requirements.
Invited Bidders -
Only those Subcontractors and material Suppliers invited to bid this project may submit proposals.
Should any Subcontractor intend to further subcontract any portion ofthe work, the sub-iiei
subcontractor must be identified with the bid. The Subcontractor must notify the Contractor of its
intention to subcontract any portion of the work at the time of the bid.
As a part of the base bid, all bidders must use specified material or equipment unless substitutes are
authorized by written addendum prior to bid time. All proposals not clearly indicating substitutions will
be assumed to be proposing per plans and specifications.
All bidders are encouraged to submit proposals using alternate materials or systems, which might reduce
the costs of construction or improve construction methods or finished quality. AII alternate proposals
must make specific wdtten clarification at bid time if the work deviates from specifications; bids failing
to do so will be assumed to include requirements of the bid documents. The Subcontractor is responsible
for notifying the Contractor of all changes required of other trades in order to coordinate the change
from the original specifications.
Contract Award -
It is our intent to award subcontracts based on the pricing received by the dates given above. Given the
preliminary drawings and specifications, the subcontractors and suppliers are expected to include all
reasonably infened work items required for a complete scope of work. All bids will be evaluated as a
combined proposal including the base bid, alternates, unit prices, and schedule; the final award will be
made on the basis ofthe best over-all proposal for the project and not simply on the base price.
Subcontract. Insurance. and Bond Forms -
All successful Subcontractors will be required to execute an agreement using the SHAW Construction
L.L.C. subcontract and provide the appropriate insurance for Workers Compensation, Automobile
Liability, General Liability and Umbrella Liability. The insurance companies should be "A" rated
companies by Best's Rating Guide . Subcontractors are asked to provide an altemate price for the cost of
Performance and Payment Bonds. All bonds shall be issued by surety companies listed in the most
curent Federal Reqister published by the U.S. Department of Treasury.
Please contact our Project Coordinator, Mary Coombs for detailed Subcontract, fnsurance, or
Bonding Requirements at (970) 242-9236.
Accentance ofProposed Design -
Bidders should review the proposed method of installation of their work for compliance with current
industry standards and materials. Unless the bidder takes specifrc written exception to the intended
work, the Subcontractor's or Supplier's proposal implies the full wanantability of the installation or
product as designed, including the compatibility of products with adjacent surfaces or materials.
Should you have any questions regarding this invitation or the project, please contact the Keith
Oxenreider or Barry Monroe at (970) 748-6794.
Sincerely,
SHAW Construction L.L.C.
Keith B. Oxenreider, P.E.
PROJECT DIRECTORY
MIDDLE CREEK AFFORDABLE HOUSING
MOUNTAIN BELL SITE
VAIL, COLORADO
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Coughlin ond Compony
140 E. l9th Avenue, Suite 70O
Denver. Colorodo 80203
303/83r-r 900
303/96&7100 Fox
Odell Archilecfs; P.C.
32065 Costle Court. Suite 150
Evergreen, Colorodo 80439
303t67G5980
303167U7162Fox
Peok Lond Consullonls. lnc.
lO0O Lions Ridge Loop
Voil. Colorodo 81657
970/476-8644
970/4768676Fox
KL&A of Colifornio
3350 Scotf Boulevord. Suite 2l
Sonfo Cloro, Colifornio 95054
448/8544475
4A8/8544576Fox
KL&A of Colorodo, Inc.
805 l4th Street
Golden, Colorodo 80401
303/384-99r0
3O3/384-9915 Fox
Beoudin Gqnze Consulling Engineers
14142 Denver Wesf Porkwoy, #195
Golden, Colorodo 80401
30,31278-3820
303/27&3843 Fox
Specifi cotions Consullonls Inc.
6l I Norlh Weber. Suite 103
Coloodo Springs, Colorodo 80903
7191577-9414
7191577-9455 Fox
Architecturol Resources Consullonts
4410 Aropohoe Streel, Suite 220
Boulder. Colorodo 80203
303/443-0330
303/4431508 Fox
oA o2l0
Owner
Archilect
Civil Engineers
Structurol Engineers
Slruclurol Engineers
Mechonicol, Electricql.
ond Plumbing Engineers
Specificotions
Owner's Represenlolive
Show Conslruclion
7& l-lorbon Drive
Grcrd Junclion, Colorodo 8l 506
970t212-72F6
970l21t-5618Fox,
All Sfofe Fte Profecfion
6O15 Eost 76lh Avenue, #12
Cornrherce Clty, Colorodo 80022
36/288€90r
3O3/28&1936 Fox
oA02r0
B.ID OR PROJECT DIRECTORY
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TABLE OF CONTENTS
FOR
PROJECT MANUAL
FOR
MIDDLE CREEK AFFORDABLE HOUSING
MOUNTAIN BELL SITE
VAIL, COLORADO
PROJECT NO. 02IO
JUNE IO,2OO3
BIDDING AND CONTRACT REQUIREMENTS
00205 Instruclions lo Subconlroct Bidder
00300 Informotion Avoiloble lo Subconlrocl Bidders
00700 GenerolConditions
00800 SupplemenforyCondifions
SPECIFICATIONS
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DIVISION I - GENERAL REQUIREMENTS
0l 100 Summory
01312 Projecl Meelings
01330 SubmiltolProcedures
01410 Inspeclion ond Testing Services
01412 RegulotoryRequiremenls
Ol421 Abbreviofions ond Acronyms
01423 ReferenceStondords
01500 Temporory Focililies ond Controls
01569 Tree ond Plont Prolection
01600 ProduclRequirements
01722 FieldEngineering
01732 Cutting ond Polching
01741 Finol Cleoning
O177O CloseoutProcedures
01780 CloseoulSubmillols
DIVISION 2 SITE CONSTRUCTION
02201 Site Cleoring ond Removols
02221 BuildingDemolifion
02300 Eorthwork
02370 Erosion ond Sedimentqtion Conkol
02510 Wqter Syslem
02530 Sonitory Sewer Syslem
02580 lelephone, Coble, Television ond Elecfricol Sysfems
02620 Subdroinoge
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02635 Droinoge Slruclures, Pipes ond Fitlings
02722 Roodwoy Boses
O2741 Aspholt Poving
02751 Concrete Poving
02765 PqvemenlMorkings
02810 Inigolion Syslem
02825 Wood Fence
02832 lnferlocking Block Reloining Wolls
02871 Bicycle Rocks
02891 Posl-MountedSigns
02917 Fine Groding ond Soil Preporolion
On23 Nofive Seeding
02930 Exierior Plonls
DIVISION 3- CONCRETE
03300 Cosl-in-PloceConcrele
03360 Shotcrele
03364 Stoined Concrete Finish
03414 Struclurol Precqsl Concrete
03541 GypsumUnderloymenl
DIVISION 4 - MASONRY
04230 ReinforcedMosonry
04853 Morfor Ploced Stone Assemblies
DIVISION 5 - METALS
05120 Struclurol Sleel
05330 Composile Melol Decking
05500 MetolFobricoiions
0551I Meiol stoirs ond Ship's Lodders
DIVISION 6 _ WOOD AND PLASTICS
06100 Rough Corpentry
06125 Wood Decking
06131 Heovy limber
06173 PremonufocturedWoodTrusses
06176 Premonufoctured Wood Joisfs
06180 Glued-LominotedStructurolMembers
06200 Finish Corpenlry
06410 Cuslom Cobinets
06460 Wood Fromes
DIVISION 7 THERMAL AND MOISTURE PROTECTION
07133 Modified BifuminousSheetWolerproofing
07140 Fluid Applied Wolerproofing
07142 Hol Fluid Applied Woterproofing
07185 Troffic Deck Seolonf ond Wolerproofing System
07210 Buildinglnsulolion
07261 Underslqb Vopor Boniers
07270 Air Boniers
07312 FiberglossReinforcedShingles
oA 0210
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07538 Fully Adhered EPDM Membrone Roofing
07600 Floshing ond Sheel Mefol
07840 Fireslopping
O792O Joinl Seolonls
DIVISION 8_ DOORS AND WINDOWS
081 l0 Steel Doors ond Fromes
08210 Wood Doors
08264 Melol Clod Wood Sliding Gloss Doors
08310 Access Doors ond Ponels
08411 Aluminum-FromedSlorefronts
08560 Plostic Windows
08710 Door Hordwore
08800 Glolng
DIVISION 9 - FINISHES
09220 Porllond Cemenl Plosfer
09253 GypsumSheolhing
09263 Gypsum Boord Portilions qnd Wqlls
09264 Gypsum Boord Ceilings ond Soffiis
09650 ResilientFlooring
09680 Corpet
09685 Corpet wifh Pod
09900 Poinls ond Coolings
DIVISION I O - SPECIALTIES
I0400 ldenlificolionDevices
10520 Fire Protection Speciollies
10550 PoslolSpeciolties
1081 0 Toilel Accessories
DIVISION II -EAUIPMENT
I l45l Residenl'rol Applionces
DIVISION I2- FURNISHINGS
12300 MonufociuredCosework
12481 Floor Mols
12499 Molorized Shodes
DIVISION I3 - SPECIAL CONSTRUCTION
NONE REQUIRED
DIVISION I4 - CONVEYING SYSTEMS
14240 HydroulicElevoiors
DIVISION 'I5 - MECHANICALl50l0 GenerolProvisionsl5l0O Bosic Moteriols ond Methods
15250 lnsulotion
15400 Plumbing
15600 Heot ond Refrigerolion
l58OO Air Distribufion
15900 Conlrols ond Inslrumenlolion
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l-3
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DMSION 16.RECTRCAT
l6010 Elecfrbol C'6nerol Provisbrrs
16100 Bosic Moteriols ond Melhocb
16400 Service ond Distribulion
16500 ti'ghling
- 16650 Pockoged Engine GenerotorSysfemsl67N Fke Alqrm ondSmoke Detecltlon Syslems
167& Telephone, Doto, CAW, ond Speclol Commun'rcolbns $6f,ems
End of seclion
l€
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34€9
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DOCUMENT OO2O5
INSTRUCTIONS TO SUBCONTRACT BIDDERS
I. CONTRACTS
The Generol Conlroclor for this project is:
Show Construclion
760 Horizon Drive
Grond Junclion, Colorodo 81506
970t242-9236
Except os indicofed otherwise, oll work under this conlrocl will be under fhe direcfion of
lhe Generol Conlroclor. The successful bidder(s) will execute o subconlrocl or purchose
order wilh lhe Generol Controclor on lhe Generol Controctor's stondord forms.
Wherever lhe words Conlrqclor or Generol Conlroclor ore used in ihe Projecf Monuol,
I they sholl meon Show Consiruclion.
I 2. STATE AND LocAL LAws
I Bidders ore expecled to fomiliorize ihemselves wilh ihe lows ond ocis of fhe Stole of
I Colorodo ond lhe ordinonces of the lown ond county in which fhe projecl is locoted.
t 3. INTERPRETATION OF DOCUMENTSr
No inlerpretolion of lhe meoning of lhe plons, specificotions or olher pre-bid documenls
r will be mode lo ony bidderorolly.
r Only inferpretolions mode in conformity wifh the following procedure will be volid.
Interpretotions eilher wrillen or orol by qny of lhe Archifecl's consultonls will nol be volid.I'! Every request for such inlerpretqlion should be in writing oddressed to the Architect ond to
f, be given considerotion musl be received by the Architecl before:
I 12:00 Noon, Seven Colendor Doys Before Dole sel by
lhe Controctor for Receipl of Bids
I Any ond oll such inlerprelolions ond ony supplementol inslructions will be in lhe form ofr wrilfen oddendo thot, if issued, will be moiled to lhe respeciive oddresses furnished for
such purposes. Foilure of onybidder lo receive ony such oddendo or interprelolion sholl
t not relieve such bidder from ony obligotion under his bid os submitled. All oddendo so
I issued sholl become o pqrl of the Controct Documenls.
r 4. CONSULTANTS
I
As o molfer of identificotion, the nomes of consultonts employed by lhe Architect or
Owner for vorious phoses of lhe work ore lisled on lhe drowings ond in fhe Project Monuol.
Ir Bidders or moteriol suppliers sholl not communicole directly with ony of lhe consultonls
wilhoul the permission of lhe Architecl.
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5.
6.
7.
All questions ond requesls for decisions ond inlerprelotions sholl be directed to the
Archilecl, who if he deems il odvisoble, will confer wilh his consulionfs regording some.
SeeArtic|e3regording|nlerprelotionsofDocUments.
PARTIAL INFORMATION
Al lhe requesf of porlies interested in submitling sub-bids on portions of lhe work, the
Controclor moy from fime lo fime issue portions of the droWngs ond specificoiions os q
convenience fo soid porties. The Architecf discloims ony ond oll responsibility for enors or
omissions mode by porties using such portiol informolion in compiling iheir proposols.
CHANGES AND SUBSTITUTIONS
Items herein specified under monufoclurers' nomes ond cololog numbers ore intended os
o bosis of quolity ond not os o closed specificolion unless noled olheiwise,
llems olher lhon lhose specificolly nomed in fhe specificofions or os shown on lhe
drowings will be.considered provided requesl for opprovol of such ilems is received by lhe
Architect in wriling by;
l2:00 Noon, Seven Colendor Doys Before Dote Set by
lhe Conlroctor for Receipf of Bids
Eoch requesl for subslilufion musf be occomponied by complete cotolog sheets ond
olher perlinent doto, which will moke il possible lo properly evoluofe the ilems proposed
for use. lf, in the Archiiecl's opinion lhe ifem or ilems proposed for use ore equol to the
ilems specified in design, quolity, moleriol ond funclion, he will issue on Addendum lisling
qll such ilems opproved for use. Requests for opprovol received qfler ihe obove lime ond
dote will nof be considered.
Requests for subslitufion bf mechonicol qnd electricol items moy be senl directly lo
respeclive consulting engineers wifh copy lo lhe Archilect.
Bidders sholl bose lheir bid upon the use of ony of fhe ifems specificolly nomed in lhe
specificotions or on the drowings, or os opproved in on Addendum issued by the Architect.
Chonges or substitulions will nol be considered ofter fhe oword of lhe controci excepl
those thot will result in o belter job, o sovings lo lhe Owner, or bolh.
PROPOSALS
Proposols sholl be submilled by subconlroctors ond suppliers on forms designoled by lhe
Generol Conlroctor.
Reference ihis Project Monuol ond occomponying drowings ond submil bid proposql os
follows:o. Per droWngs ond specificotions, ilemize costs by eoch specificofion seclion. Show
lolol cosfs (loxes, freight, etc.)
b. List ony specificolion ilem exclusion seporotely
c. Nofe oll oddendo included in bid.
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d. Indicqte lhe number of working doys required to complefe bid work. lf work is
phosed, provide lime schedule for eoch phose of work. (i.e. eleclricol - electricol
rough-in ond electricol frim work would be differenl phoses of work.)
Refurn drowings ond Project Mqnuol wifh bid lo lhe Generol Confroclor not loler lhon
dole requesled.
Any bid relurned fo fhe Generol Confroctor incomplele including ony ond oll informolion
herein requested, will be rejecled upon such determinolion by ihe Projecl Monoger.
lf lhe porty bidding is on incorporoled body, fhe proposol sholl be signed by the, presidenl
ond secretory or o duly oulhorized ogenf ond be occomponied by lhe corporolion seol. lf
nol o corporofion, qll inferesied bidders musl sign fhe proposol.
The proposql form ond oll ottoched documents logether with ony required proposol
guoronty, sholl be ploced in q seoled envelope morked for identificotion ond delivered lo
I lhe ploce indicoled by lhe Controctor prior to fhe dqte ond hour sfipuloted.
I 8. SALES AND USE TAXES
I Bidders sholl include oll opplicoble soles ond use loxes.r
9. PLANS FOR REFERENCE
I Complele sels of plons ond specificotions for oll portions of lhe work moy be exomined by
Conlrocfors, subcontroclors ond moferiol suppliers ol lhe offices of lhe Generol Confroclor
t ond/or Archilect.
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END OF INSTRUCTIONS TO SUBCONTRACT BIDDERSI
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DOCUMENT OO3OO
INFORMATION AVAILABLE TO BIDDERS
I.OI SUBSURFACEINVESTIGATION
Eoch otfecfed Bidder sholl be fully fomilior with ihe following documenfs lhot hove been
prepored for the Owner by its seporote consultonl.
I A. site survey:I Subsurfoce Investigotion (Geolechnicol Report)
Proposed Developmenl - 6.5 Acres
I Middle Creek Villoge ol Voil
I Voil, Colorodo
Koechlein Consulling Engineers, lnc.
I Lokewood, Colorodo
I Job No. ot-r36
Morch14.2@2
I B. Addifionol Geofechnicol Recommendolions:r
Additionol Rood Cut Slope
I Proposed Developmenl - 6.5 Acres
I Middle Creek Villoge of Voil
Voil, Colorodo
r Koechlein Consulfing Engineers
I Lokewood, Colorodo
Job No.03035
A,1rir I 4, 2003I
I Addifionol Exptorofory Borings
South Cenlrol Areo ond Soufheosl Corner of Building C
I Addiiionol Design ond Conslruclion Recommendotions for Building C
I Proposed Developmenf
Middle Creek Villoge ol Voil
I Voil, Colorodo
t Koechlein Consulfing Engineers
Lokewood, Colorodo
Job No.03038
l April2l.20o3
I
C. The obove documenls will be ovoiloble for exominqfion qf lhe offices of lhe Generol
I Controcfor ond Architecf. In preporing his bid, eoch offecled Bidder sholl consider ond ' '
t evoluote dolo contoined in the obove documenfs os well os fhe drowings ond Projecf
Monuol prepored by lhe Archiiect.
I D. Such dolo is offered solely for reference ond is nol to be considered o porf ol lhe
Conhocl Documents. The doto conloined in lhe obove listed documenls is believed to
be relioble; however, lhe Architecl does nol guoronfee iis occurocy or compleleness.
I END oF INFoRMATToN AVATLABLE To BTDDERS
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DOCUMENTOOTOO
GENERAL CONDITIONS
FORM OF GENERAL CONDITIONS
l. The"Generol CondilionsoffheConlrocf forConsfruclion"AIADocument A2Ol-1997,
issued by lhe Americon Inslifule of Archifecfs, is hereby mode o port of fhis Projecf
Monuol lo lhe some exfenl os if wiflen herein in full.
2. Copies of lhe Generol Condilions of fhe Conlrocl for Conslruciion ore on file ond moy
be refened lo ot fhe office of lhe Archilecl or moy by purchosed ol o nominol chorge
from ony deoler in orchitecl supplies.
END OF DOCUMENT
m70G.loA 0210
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DOCUMENT OO8OO
SUPPLEMENTARY CONDITIONS
SC.I SUPPLEMENTARYCONDITIONS
The following supplemenls modify, chonge, delete from or odd to the "Generol
Condilions of fhe Controct for ConslrucJion", AIA Document A2O1-1997, Fifteenth Edition.
Where ony orticle of lhe Generol Condilions is modified or ony porogroph,
Subporogroph or clouse ihereof is modified or deleled by lhese supplemenfs, the
unollered provisions of fhof orlicle, porogroph, subporogroph or clouse sholl remoin in
effecf.
All divisions of the Specificolions sholl be subjecl lo lhe Generol Conditions ond
Supplementory Conditions.
To the exient, if ot oll, lhot ony provision of lhe Generol or Supplemenfory Conditions
sholl conflicl with fhe ogreement between lhe Owner ond Generol Controclor, lhe lerms
of ihe Owner/Conlroclor Agreemenf sholl govern.
SC.2 MODIFICATIONS TO ARTICLES OF THE GENERAT CONDITIONS
2.1 ARTICLE I _GENERAL PROVISIONS, I.2 CORRELATION AND INTENT OF THE CONTRACT
DOCUMENTS
Add fhe following fo 1.2.1:
Where o conflicl occurs between or wifhin stondords, Specificolions, ond Drowings, lhe
more slringenl or higher quolity requirements sholl opply. The precedence of the
Conslruction Documenis is in the following sequence:.l Addendo ond modificolions lo the Drowings ond Specificolions ioke precedence
over lhe originol conslruclion documenls..2 Should there be o conflict within fhe Specificolions or on ihe Drowings, the Archilect
sholl decide which slipulotion will provide lhe besf instollofion ond his decision sholl
be finol.
.3 Should o conflicf orise between lhe Drowings ond lhe Specificofions, the
Specificolions sholl hove precedence over fhe Drowings.
.4 ln the Drowings, lhe precedence sholl be drowings of o lorger scole over lhose of o
smoller scole, figured dimensions over scoled dimensions, ond noted moteriols over
grophic indicotions.
ARTICLE 3 - CONTRACTOR,3,4 LABOR AND MATERIALS
Add lhe following:
3.4.4 Bidden sholl bose fheir bid upon lhe use of ony of lhe items specificolly nomed
in fhe Specificotions or on lhe Drowings, or os opproved in on Addendum
issued by fhe Architect. No chonges or subsfilulior'rs will be considered ofler
lhe oword of the conlrocl excepl those fhof will resulf in o better job, o sovings
to lhe Owner, or bolh.
oA 0210 0080Gr
ARTICLE 3 - CONTRACTOR, 3.7 PERMITS, FEES AND NOTICES
3.7.1 Add fhe following:
Building permils sholl be obtqined by fhe Generol Controclor. Elecfricol ond
mechonicol permits sholl be obloined by lhe mechonicol ond eleclricol
subconlroclors.
The mechonicol conlroctors will poy for ony required sewer, woler ond gos top
fees. The Owner will poy for plont investmenl fees ond conneclion chorges
bosed on lhe cosf of moins serving the site.
The Conirocior sholl coll for oll inspeciions requhed by the locol building
inspeclion outhority.
Assessmenls ogoinsl the property ore lhe obligotion of lhe Owner ond will be
poid by lhe Owner os necessory to ossure issuonce of permifs specified obove.
This includes sewer ond wofer chorges for copilol improvemenls ond line
exlensions.
2.4 ARTICLE 3 - CONTRACTOR, 3.IO CONTRACTOR'S CONSTRUCTION SCHEDULES
3.10.1 Add the following:
The schedule sholl indicote lhe stqrt ond completion of eoch of fhe elemenls
on lhe Schedule of Volues. The schedule sholl indicote ihe mojor
dependencies crmong elemenls on lhe schedule. The complefion time sholl be
os specified in lhe Agreemenl. The schedule sholl l>e revised when ihe
complelion lime is revised by chonge order.
See Specificolions, Division 'l , for detoiled procedures.
ARTICLE 3 - CONTRACTOR, 3.I I DOCUMENTS AND SAMPLES AT THE SITE
See Specificolions, Division l, for record documenls requiremenls.
ARTICLE 3 - CONTRACTOR, 3.I2 SHOP DRAWINGS. PRODUCT DATA AND SAMPLES
See Specificofions, Division l, for detoiled procedures.
ARTICLE 3 - CONTRACTOR. 3.I 4 CUMNG AND PATCHING
See Specificolions, Division l, for oddilionol requirements.
ARTICLE 3 - CONTRACTOR, 3.I5 CLEANING UP
See Specificolions, Division l, for oddiiionol requiremenls.
2.09 ARTICLE 4 - ADMINISTRATION OF THE CONTRACT, 4.3 CLAIMS ,\ND DISPUTES
4.3.2 Time Limits on Cloims.
Chonge "2l doys" lo reod "ten doys".
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I 2.ro ARTTcLE 4 - ADMTNIsTRATToN oF THE coNTRAcT, 4.3.2 cLArMs FoR ADDTTToNAL TIMEI
4.3.7.2 Delele ond substilule fhe following:
4.3.7.2 Exlension of lhe Controcl compleiion time Wll be mode for deloys due lo
weother condifions only when such condilions ore more severe ond exlended
lhon lhose reflecfed by lhe ten yeor overoge for the month os evidenced by
the Climotologicol Doto. U.S. Deportmenl of Comrnerce, for fhe Projecf oreo
ond only if o requesi for such on exlension of iime is received within ten (10)
doys of the first dole of deloy.
It is underslood lhof deloys due fo weother conditions will be ollowed on o
tenlotive bosis only qnd thol o finol decision by lhe Archilect will be reserved
until lhe Project is subslontiolly compleled. ln ollowing deloys for weolher, lhe
Archilecl will be entitled io consider weother conditions prevoiling throughoul
lhe enlire controct period.
Exlensions of lime due to weofher or other ollowoble reosons will be gronled
on fhe bosis of 1.4 colendor doys for every working doy lost with eoch seporote
exlension figured to lhe neorest whole colendor doy. No more thon 30
colendor doys exfension for weofher will be qllowed during the lolol
construciion period. Exfensions for olher reosons ollowed by the Generol
Conditions sholl not be limiled.
2.II ARTICLE 7 - CHANGES IN THE WORK, 7.2 CHANGE ORDERS
7.2.2 Chonge the word "moy" to "sholl".
2.12 ARTICLE 7 - CHANGES IN THE WORK, 7.3 CONSTRUCTION CHAI.IGE DIRECTIVES
7.3.3 Delele ond subsfilute the following:
7.3.3 The cosl or credii lo the Owner resulting from o construclion chonge direclive
sholl be determined in one of lhe following woys:
.l By unif prices nomed in lhe bid or subsequenlly ogreed upon. Unit prices
sholl include oll Conlroctor's cosls, including moteriols, lobor, supervision,
tqxes, insuronce, bond overheod ond profit, ond sholl be opplied direcily
to the quonlilies or lhe differences in quonlilies for which unil prices ore
requesied.
.2 By reosonoble esfimoled cost of:o. Lobor, including foremen (lobor cosls sholl be direct costs)b. Sociol Security ond old oge ond unemploymenf conlributionsc. Moieriols entering permonenily into ihe Work (including toxes)d. The ownership or renfol cosl of construclion plonl ond equipmenl
during lhe time of use on lhe extro work..3 The Confroclor moy include q sum up to l5% of the totol of the foregoing
items os compensolion to cover lhe cosi of supervision, overheod, bond,
insuronce, profil ond ony olher generol experues; subconlroclor ond
second level subconfroclors moy include o srrm up to l0% for such
expenses. When bofh oddilions ond credits cre involved in ony one
chonge, the ollowonce for mork-up sholl be figured on lhe bosis of nel
increose, if ony.
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oA 0210 00800-3
.4 The Co,rlroclor's proposol sholl include on ilemized breokdown showing
quqnlilies, unif costs, houn ond rotes of lobor. ond ony other cosls in such
deloil qs moy be required lo ollow lhe reosonobleness of cosfs to be
estoblished. Similor cosl informolion covering subcontroclor's work sholl be
included os pqrl of lhe Confrocfor's proposol. Minimum chorges for
"hondling" will nol be occeploble. Requesl for quofofions sholl be
refurned to the Architect Wthin ten (10) colendor doys of receipt by lhe
Conlroclor.
2.13 ARTICLE 8 - TIME, 8.2 PROGRESS AND COMPLEIION
Add lhe following Subporogrophs:
8.2.4 The Controctor must ogree to commence work wilhin seven (Z) doys following
receipl of o wrilten "Nolice lo Proceed".
8.2.5 Owner ond Conlroclor recognize thot lime is of the essence ond ihol lhe
Owner will suffer finonciol loss ond subslonliol domoges if the Work is nof
compleled within lhe time sioled in lhe Agreemenl, such time commencing
from lhe Noiice lo Proceed, plus ony exlensions thereof ollowed by Chonge
Order.
2.14 ARTICLE 8 - TIME, 8.3 DELAYS AND EffENSIONS OF TIME
8.3.1 Delete the words "or olher couses beyond the Conlroclor's control".
2.15 ARTICLE 9 - PAYMENTS AND COMPLEIION.9.2 SCHEDULE OF VALUES
9.2.1 Add the following:
The Schedule of Volues sholl be prepored in such u monner lhol eoch mojor
item of subconlroct work is shown os o single line item on AIA Document G703,
Applicotion ond Cerlificote for Poymenl, Conlinuofion sheet. As o guide,
eoch section of fhe Project Monuol should be shown qs o single line ifem.
2.16 ARTICLE 9 - PAYMENTS AND COMPLETION,9.3 APPLICATIONS FOR PAYMENT
9.3.1 Chonge lo reod os follows:
9.3.1 On or before ihe fifth dqy of eoch month. fhe Conlroclorsholl submil lo lhe
Architecl on ifemized Applicoiion for Poymenl for oll work completed fhrough
ihe losf doy of lhe previous month. Applicoiion for Poymenl sholl be supported
by such doto substontioling the Conlroclor's right to poymenl cii lhe Owner or
Archilect moy reguire ond reflecling retoinoge os provided elsewhere in lhe
Conlrocf Documenis.
The form of Applicotion for Poymenf sholl be AIA Document G702, Applicoiion
ond Certificotion for Poyment, supporled by AIA Documenf G703,
Conlinuolion Sheel.
9.3.2 Add the following:
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In order lo focilitole ond beller ossure prompl deliveries of moteriols, the
Owner will odvonce poyment fo the Conlroctor for the full volue of oll
mqferiols, less lhe conlrocl reloined percentoge sofely stored within the
counly where lhe Projeci is locoted for delivery os needed to lhe site of the
Work. Such sfored moteriols musl be properly togged os lo mqleriol ond job
idenlificoiion, musf be ovoiloble for inspeclion by the Architecl, ond such
requests for poymenl musf be occomponied by documehtory evidence os lo
quontity ond volue of moferiols.
Add the following Subporogroph:
9.3.4 Wilh eoch opplicotion for poymenl, the Controclor sholl submil monthly
Progress Chorls comporing the'kork in ploce" progress io lhe Progress
Schedule.
2.I7 ARTICLE 9 - PAYMENTS AND COMPLETION, 9.5 DECISIONS TO WITHHOLD CERTIFICATION
9.5.1 Add the following:
.8 Foilure of lhe Controclor fo submif Progress Chorts in comporison to
I Progress Schedule with opplicotion for poymenr.f .9 Foilure lo comply with ony lows, ordinonces, regulofions or orders of ony
public outhorily governing lhe performonce of ihe Work.
I The Owner sholl moke monthly progress poyments os described in 9.6 until the
scheduled (including time exlensions mode by chonge order) iime for
- subslontiol compleiion. lf the Project is nol subslontiolly complele of lhis lime.
I lhe Owner will nol moke furlher progress poymenl; unlil lhe Projecl is
subslontiolly compleie.
I 2.rg ARTTcLE 9 - pAyMENTs AND coMpLETroN, 9.6 pRocREss pAvMENTS
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9.6.1 Chonge to Reod:
I 9.6.1 Provided the Architecl hos issued o certificqle on or before lhe l2lh doy of ihe
month, lhe Owner sholl moke poyment on or before the 25th doy of lhe
r month.
f Until finol poymenf, fhe Owner will poy 9O%of ihe omount due the Controcior
on qccounl of eoch line ilem of eoch progress poymenf. lf lhe monner of
I complelion of the Work ond ils progress ore ond remoin solisfoclory fo fheI Archiiect, ond in the obsence of olher good ond sufficienl reosons, for work
coiegory shown to be 50% or more complete in lhe opplicolion for pqymenl,
I the Owner, moy, wiihout reduction of previous reloinoge, certify ony remoining
I progress poymenls for eoch line ilem to be poid in full. The full conlrocl
reloinoge mcy be reinsfoted if lhe monner of corrplelion of lhe Work ond ifs
I ifilJ$i?:J:l::-"'" sotisfoclory lo lhe Architecr or for orher sood ond
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2.19 ARTICLE 9 - PAYMENTS AND COMPLEIION, 9.8 SUBSTANTIAL COMPLETIONIr 9.8.1 Add the following:
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...oll mojor syslems ore operolionol ond oll sofety feolures ore completed.
ARTICLE 9 - PAYMENTS AND COMPLETION, 9.9 PARTIAL OCCUPANCY OR USE
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9.9.1
9.10.2
9.10.3
lt.1.2
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2.21 ARTICLE 9 - PAYMENTS AND COMPLEIION. 9.lO FINAL COMPLETTON AND FTNAL pAyMENt
.
9.r0.I Add the following:
lf the Work sholl be compleled, bul finol completion lhereof sholl be prevenfed
through deloy or coneclion of minor defecls or unovqilqbility of moteriols, o'
olher couses beyond ihe conlrol of the Coniroclo.', the Owner ol his discrelion
moy releose to the Controclor such omounts os mJy be in excess of three
limes lhe cosf of complefing the unfinished work or the cosl of conecting the
defeclive work.
Add the following:
6) oll guoronfees, wononlies ond cerfificqles, 7) operoting ond mointenonce
mqnuols, S) ,denlificolion lisis of moferiols ond equipment, 9) Inspeciion
Certificoles ond l0) record documents; ond lhe Conlroclor hqs demonstroled
fo the Owner lhe proper operotion ond moinlenonce of oll equipment.
Delele. See revised Subporogroph 9. 10. I .
ARTICLE I I - INSURANCE AND BONDS, I I .I CONTRACTOR'S LIABILITY INSURANCE
Chonge lo reod os follows:
The Conlroctor ogrees lo fhe use ond occuponcy of o porlion or unit of lhe
Projecl before formol occeptonce by lhe Owner under the following
condilions:
.l A Certificole of Subsiqntiol Complefion sholl be prepored ond execufed
os provided in Porogroph 9.1 ol the occomponying Generol Condifions of
the Conlroct for Conslruction, excepl lhqtwhen, in the opinion of the
Owner, ihe Conlroclor is chorgeoble wilh unwononted deloy in
compleling Work or olher conlrocl requireme;rls, lhe signoture of the
Conlroclor will not be required. The Certificoie of Subslontiol Complelion
sholl be occomponied by o writlen endorsemenf of ihe Conlroclor's
insuronce conier ond surety permilling occupcncy by the Owner during
fhe remoining period of Projecl Work..2 Occuponcy by lhe Owner sholl nol be conslrued by the Conlroclor os
being occeplonce of thot port of the Project to be occupied..3 The Confrqcfor sholl nol be held responsible for ony domoge lo the
occupied port of the Project resuliing from the Owner's occuponcy..4 Occuponcy by fhe Owner sholl nol be deemed lo conslitule o woiver of
exisling cloims in beholf of ihe Owner or Confroclor ogoinsl eoch olher.
Use qnd occuponcy by the Owner prior to Project occepfonce does not
relieve lhe Conlroclor of his responsibiliiy to mointoin oll insurqnce ond bonds
required of the Conlroctor under lhe Conlrocl until the Project is compleled
ond occepied by the Owner.
Delele ond substitule the following:
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11.1 .2 The Conlroclor sholl obioin ond moinloin throughoul the life of fhe Project, the
following insuronce:.l Workmen's Compensolion: Amounts ond coveroge os reguired by low..2 Comprehensive Generol Liobility (lo include complele operoiion):o) Bodily Injury: gl million single limil.b) Property Domoge: gl million single limif..3 Comprehensive Aulomobile Liobility (including owned, nonowned ond
hired vehicles);o) Bodily lnjury: gl million single limil.b) Properly Domoge: gl million single limil..4 Excess Liobility (Umbrello coveroge): g2 million
I I .l .4 Add the following:
Cerlificqtes of Insuronce sholl include the sloleme:rt thot the hold hormless
clouse os required under Generol Conditions Articre 3.18 is included in ihe
policy.
ARTICLE I I - INSURANCE AND BONDS, I I.4 PROPERTY INSURA)ICE
Delefe Subporogrophs I I .4.1 lhrough I I .4. | 0 ond subslitule lhe following:
I I .4.1 The Owner sholl procure ond mointoin of his own expense, unlil complelion of
oll work ond occeplonce lhereof, o builder's risk insuronce policy insuring
ogoinsl qll risks of physicol loss or domoge" os fhe ferm is commonly conslrued
in the insuronce indusiry, insuring the entire Projecf ogoinsf such physicol loss or
domoge.
lf olher speciol insuronce not provided for herein is desired by lhe Conlroctor,
lhe Controclor sholl purchose such insuronce of his expense.
11.4.2 Such insuronce sholl be wrillen on o "Compleied Volue" form in on qmounl nol
less thon the finol completed volue of fhe Projecf; less cosl of site preporotion
(including fences necessory lo secure work oreo) ond excovotion, foundotions
below lhe lowesl bosemenl floor, underground pipes ond wiring, sidewolks,
curlcs ond gutfers: ond sholl nome os insured fhe Owner ond Conlrocfor. lt
sholl be undersfood thol subconlroclors ond secorld level subconirocfors ore
insured os to their inleresfs in the portiolly compleled Project.
Any insured loss is lo be odjusted with ihe Owner qnd mode poyoble lo the
Owner os lrustee for lhe insured, os lheir inleresf moy oppeor.
The insuronce policy sholl provide for necessory occess to the Projecl by
Owner os follows: "Permission is hereby gronfed for lhe Owner to occupy such
portion of lhe premises compleled or suitoble for occuponcy prior to finol
occeptonce of lhe enlire Project, ony provision of the policy fo fhe controry
notwithsfon<ling."
The Owner ond Controcfor woive oll righis ogoinst eoch olher for domoges,
coused by fire or olher perils lo lhe exlenl covere(l by insuronce provided
under this Porogroph I 1.3 except such righls os they moy hove fo lhe
proceeds of such insuronce held by lhe Owner os Truslee- The Conlroclor shqll
require similor woivers by subconfroclors ond sub-subconlroclors.
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The following ore specific exclusions: This insuronce does not cover gloss
breokoge. ony lools owned by mechonics, ony lools, equipmenl, scoffolding,
stoging, towers ond forms owned or renled by lhe Controcfor, lhe copitol
volue of which is nol included in the cost of lhe Work. or ony femporory
slruclures or iroilers used by ihe Conirocfor or ony subconlroclor or moferiol
supplier.
The Generol Controclorsholl poy the deduclible omounf when moking o
cloim ogoinsl lhe property insuronce policy. Deduclible shqll nol exceed
$r.000.
Delele ond subslilufe the following:
Unless olherwise ogreed by the Owner ond Generel Conlroclor, fhe Generol
Controctor sholl furnish prior lo beginning work, o performonce bond in the
omounf equol lo one hundred percenl (100%) of fhe Conlrqcl Sum os security
for the foithful performonce of lhis Controct ond clso o lobor ond moteriol
poymenf bond in on omouni nol less ihon one hundred percent (100%) of the
Conlrocl omounl os security for lhe poymenl fo oll persons performing lobor
on lhe Projecl under this Conlrocl ond furnishing oll moleriols in connection
Wth this conlroci. The bonds sholl be issued by o surety licensed lo controcl
business in lhe Stote ofColorqdo ond opproved by the Owner.
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2.24 ARTICLE I I - INSURANCE AND BONDS, I I.5 PERFORMANCE BOND AND PAYMENT BOND
r 1.5.1
I 1.5.1
2.25 ARTICLE I3 - MISCELLANEOUS PROVISIONS, I3.I GOVERNING LAW
l3.l.l Delefe ond substilule lhe following:
l3.l.l The Conlrocl sholl be governed by the lows of lhe Sfote of Colorodo.
2,?6 ARTICLE I3 - MISCELLANEOUS PROVISIONS. I3.5 TESTS AND INSPECTIONS
13.5.1 Add fhe following:
The Controctor sholl nol use ony mqleriol or equip -rent represenied by
somples found lo be unoccepioble. See Specificolions, Division l, for defoiled
procedures ond cost of lesting.
SC.3 ADDITION TO ARTICLES OF GENERAL CONDITIONS
3.I ARTICLE I5 - MEASUREMENTS
Before ordering ony moteriol or doing onywork, lhe Controctorsholl verify oll
meosuremenls ot fhe Project ond sholl be responsible for the conectness of some. No
exlro chorge or compensolion sholl be ollowed on occounl of difference between
ocluol dimensions ond lhe meosurements indicoled on lhe Drowings.
3.2 ARTICTE I6 - LEGAL ACTIONS
As o condition precedenl lo ond os odditionol considerolion for lhe oword of ony
conlroct or subcontrocl pursuonl lo ihese Specificotions, lhe Conlroctor ond oll
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subcontroctors, suppliers, engineers, ond olher porties to lhe performonce of ihe Work
required by lhese Specificotions, do ogree lhot in lhe evenl ony porty inslitute o suit
ogoinsi ony porty becouse of ony olleged foilure to perform properly hereunder, or ony
olleged enor, omission, breoch of wononly, negligence or mere molprocfice hereunder;
ond if such suif is not successfully prosecufed lo o judgmenl in fovor of fhe porty ploinfiff,
or if it is dismissed, or if o judgmenl is rendered for ony defendonf or defendonls, lhe
porty instifuling the suif hereby ogrees lo poy in full otl octuol cosls of defense, including
bul nol limited fo olforney fees, expert wilness fees, costs of investigolions in preporotion
for lriol, professionol time expended by principols ond employees of the prevoiling porty
ond lhol lhe some sholl be toxed os cost in soid oclion ond judgment enlered thereon.
END OF SUPPLEMENTARY CONDITIONS
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! DrvrsroN r GENERAL REQUTREMENTS
sEcTroN 0l100
I SUMMARY
I r.0r coNDrTroNs AND REQUIREMENTS
r A. Division I - Generol Requiremenls govern work under oll divisions of specificotions.
Ir t.o2 ScHEDULE oF DRAWINGS, spEctFtcATtoNs AND ADDENDA
I A. Drowings: See index on drowings.!
B. Project Monuol: Middle Creek Affordoble Housing, Mounloin Bell Site, Voil, Colorodo.
I doied June 10,2003.
I C. Addendo: All Addendo issued prior to bidding.
I I.03 EXAMINATION OF SITEr
A. Foilure lo Visit Site: Will not relieve Conlroctor from necessity of furnishing moieriols or
I performing work lhol moy be required to complete work in occordonce wilh drowings
t ond specificotions wilhoul odditionol cosl lo Owner.
I 1.04 CoNTRACTS
I A. Single Conlrocl: All work under lhis conlrocl will be executed under one prime conlrocf
between Owner ond Generol Conlroclor.
Ir t.o5 coNTRAcToR usE oF PREMTSES
I A. Operoiions of Controclor: Limited io oreos where work is indicoled.t
1.06 cooRDtNATtoN
t A. Generol: Coordinole work of vorious sections of specificolions lo ossure efficient ond
orderly sequence of inslollolion of conslruction elements, with provisions for
- occommodoting ilems instolled loter.rr B. Equipmenl: Verify thor choroclerislics of elemenls of inleneloled operoling equipmenf
ore compolible; coordinote work of vqrious seclions hoving inlerdependenl .
I responsibililies for instolling, connecting lo, ond plocing in service, such equipmenf.I l. Elecfricol Requiremenfs:q. Comply with NEC.
b. Provide UL lisled ond lobeled producls where opplicoble.
I C. Spoces: Coordinofe spoce requiremenfs ond instollolion of mechonicol ond eleclricol
I wo* fhof ore indicoted diogrommoticolly. Follow rouling indicoled for pipes, ducts, ond
I conduiis os closely os proclicoble; mqke runs porollel wifh lines of building. Utilize spocesr efficienlly fo moximize qccessibility for olher inslqllotions, for !'noinlenqnce, ond for
repoirs.
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D. Fnished Areos: In finished oreos concecil pipes, ducts ond \^i.dng in fhe construcflon.
Coordinqle locofions of fixlures ond outletiwith finish elemenfs.
END OFSECTION
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sEcTtoN 0t230
ALTERNATES
I.OI DESCRIPTION OF REQUIREMENTS
I A. Definitions ond Explonotions: "Allernoles" ore defined os olternote producls, moleriols,r equipment, systems, melhods, units of work for mojor elements of conslruction, which
moy, ol Owner's opfion be selecled for work in lieu of conesponding requiremenfs of
I Controct Documenls.I l. Seleclion moy occur prior lo controct dote or moy be deferred for possible
selection ol subsequent dote.
I 2. Alfernofes moy or moy not chonge scope ond generol chorocler of work
I subslonliolly.
3. Requirements of lhis secfion moy be relofed to, bul musl not be confused with,
requiremenis of Conlrocl Documents relofed lo "unil prices", "chonge orders",
I "subslitutions" ond similor ferms.
B. Accepted Allernotes: Refer to Owner/Controclor Agreemerrt ond subsequent
I modificolions thereof (if ony) for delerminotion of wfrich olternofes listed hove beenf occepted, ond ore, lherefore, in full force ond effecl os fhough originolly included in
Conlrocl Documenfs for bose bid.
I C. Notificolion: lmmediolely following oword of controct, prepore ond disfribute to eoch
enfity or person fo be involved in performonce of work, notificolion of stotus of eoch
r olternoie scheduled ond including lhose subsequently odderC by notificotion during
I bidding. Indicqle which ollernqles hove been: l) occepleci, 2) rejected, ond 3) defenedr for considerolion of loler dole os indicoted. Include full description of negofiofed
modificotions to ollernofes, if ony.
I I.O2 GENERAL ALTERNATE REQUIREMENTS
I A. Generol: Descriplion for eoch olfernqte is recognized to be incomplete qnd
I obbrevioted bul implies lhot eqch chonge must be complete for scope of work
offected. Refer lo opplicoble seclions (Divisions 2 through l6) ond io opplicoble
r drowings for specific requirements of eoch ollernole. Modifr sunounding work os
I required lo integrote with work of eoch ollernole.
1.03 DESCRTPTTONS
END OF SECTION
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sEcTroN 01312
PROJECT MEEilNGS
PRECONSTRUCTION CONFERENCES
Site Mobilizotion Conference: Meeting will be scheduled by Archifecl ot site immediolely
prior fo Coniroclor move-in. Represenlolives of Controclor, Mechonicol ond Eleclricol
Subcontroctors, Geotechnicol Engineer, Owner, Architecf ond Architect's Consullonls
will be present. Job site procedures to include following ifems will be discussed:L Procedures for moinloining projeci record documenls.2. Owner'srequiremenls.3. Conslruction fociliiies ond controls.4. Temporory utiliiiq.
5. Security ond housekeeping procedures.
6. Moleriols iesting.7. Services of fhe Geolechnicol Engineer.8. Requiremenls of slort-up lrodes.9. Building loyoul.
lO. Communicolions with Architect's consultonfs.
I l. Access lo ond use of site in relofion lo conlinued use of exisling focilities.
I,O2 PROGRESS MEEIINGS
A. Meelings: Conlroclor will schedule regulor periodic meelings ol Conlroctor's job site
field office. Representofives of Owner ond Archilecl will be inviled lo oftend. Also
inviled os oppropriole io items under discussion, Wll be selec:led subconlroclors ond
suppliers ond Archilecl's consullonls. Following items will be cliscussed:l. Review of work progress since previous meetings.2. Field observotions, problems, ond conflicls.3. Problems thot impede conslrucfion schedule.4. Review of off-site fobricotion, delivery schedules.5. Coneclive meosures ond procedures lo regoin projecfed schedule.6. Revisions to construclion schedule.7, Plon progress, schedule during succeeding work period.
8. Coordinofion of schedules.9. Moinlenonce of quolity sfondqrds.
lO. Review submiltol schedules; expedite os required.
I l. Review proposed chonges for effect on olher frodes, construclion schedule ond
comoletion dote.
12. Coordinotion of seporofe conlrocls.
13. Oiher business os required.
B. Agendo ond Minufes: Conlroclor sholl estoblish ogendo, suoject lo Owner ond
Archilecl review, ond keep ond dislribufe minules of progre;s meetings ond lisfs of lhose
present ond olhers os direcled.l. Conlroclor: Advise Architecl ol leosl 24 hours in odvonce of meeting regording
ilems odded lo ogendo.
C. Persons Represenling Conlroclor of Meelings: Hove oulhority lo commii Controctor lo
solulions ogreed upon in meelings. To moximum exfent possible, ossign some person or
persons lo represenl Controclor ol meelings fhroughout progress of work.
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D. Coordinolion Meetings: Progress meelings sholl in no woy be considered subsfiMe fo'
Confrocfor/subconfroclor coordinolion meelings.
END OFSECNON
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sEcTtoN 01330
SUBMITTAL PROCEDURES
I.OI RELATEDREQUIREMENTS
A. List of Subconfrocfors:L Inslructions lo Bidders.2. Generol Conditions.
B. Products Lisl:
L Section 01600 Producf Requiremenls
C. Progress Schedule:l. Generol ond Supplemenlory Condiiions.
D. Schedule of Volues:l. Generol ond Supplemenfory Condiiions.
E. Performonce Bond/Looor ond Moleriol Poyment Bond:l. Instruclions lo Bidders.2. Generol ond Supplemenlory Condifions.
Insuronce Certificofes:l. Generol ond Supplemenlory Condilions.
Applicofions for Poymenl;
l. Generol Condifions.
Project Record Documenls:l. Section 01780 Closeout Submitlols
l. Wononlies:
l. Section 017B0 Closeoul Submiltols.
J. Finol Poperwork:l. Seclion 01780 Closeoul Submillols.
K. Conlroclor's Quolity Control System:l. Seclion 01450 Quolifu Control.
1.O2 GENERAL
A. Submitlols: Mode eorly enough lo occounl for processing described below ond
reosonoble period forreview by Architecl ond Engineers.
I.O3 PROGRESS SCHEDULE
A. Schedule: In form of chort ond indicqte sfort ond completion of eoch of elements on
Schedule of Volues.l. Complelion Time: As specified in Agreemenf. Revise schedule when complefion
lime is revised by chonge order.
F.
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1.04
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B.
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F.
Schedule Submitlol: Within len doys ofler receipl of Notice lo Proceed, submit one
reproducible copy ond four prinls of preliminory consfruclion schedule.l. Within l0 doys ofter receipl of review commenls on preliminory schedule, submil
one reproducible ond four prinls of conslruclion schedule.2. Wilh eoch monihly opplicotion for poymenl, submit four prints of updoted
conslrucfion schedule indicoting ocluol work progress in comporison lo scheduled
progress.
Estimofed Poymenls: Prepore ond submit eslimole of portio poymenfs os reflecled by
estimoted work progress with submittol of consfruclion schedule.
Monfhly Reports:l. Wifh eoch monlhly opplicotion for poymenl, submif ilemized reporl of delivery
sfolus of mojor ond criticol ifems of purchosed equipmeni ond moleriol, including
shop drowings ond stoius of shop ond field fobricoled work.2. lf completion of ony port of work or delivery of moleriols is behind construcfion
schedule, submit plon for bringing work up lo schedule.3. Owner sholl hove righl fo wifhhold progress poyments for work if Conlroctor foils lo
updote ond submil progress schedule ond reporls os specified.
Controclor's Responsibility: Nofhing in fhese requirements sholl be deemed lo be
usurpolion of Conlrocfor's oulhority ond responsibility fo plon ond schedule work os he
sees fit. subjecl lo oll olher requirements of Conlrocl Documenls.
SUBMTTALS LIST, SCHEDULE AND PROCEDURES
Submittol: Wifhin 3O doys ofler oword of conirocl, ond befo'e ony ifems ore submilfed
for review, submil to Archifect lwo copies of submitlol lisl onrj schedule.
Schedule: Compile complefe schedule of oll submitlols onticipofed io be mode during
progress of work.
l. lnclude lisl ol eoch type of ifem for which Controctor's drowings, shop drowings,
product doto, Cerlificotes of Complionce, somples, wqrronlies or olher types of
submitlols ore required.
2. On occepfonce by Archilect, Confroclor sholl odhere fo schedule excepf when
specificolly olherwise permilted.
Code Designofion: On schedule. designole eoch item with number code uiililng
specificofion seclion five digit numbers.
I. Eoch Submiflol: Morked Wth some code designofion.
Coordinotion: Coordinole schedule with subconfrocfors ond moteriols suppliers.
Revisions: Revise ond updole schedule on monlhly bqsis os necessory lo reflecl
condiiions ond sequences. Promptly submif ony revised schedules io Archilecl for
review.
Trqnsmilfols: Include fronsmiltol lefler wilh eoch submiflol, iclenfify iiem by obove code
designotion ond reference fo specificolion seclion. Use seperofe lronsmilfol for eoch
submiilol.l. Eoch Submitfol: Hove chronologicol submiitol number.2. Resubmiltqls: Hove originol submitlol number ond leffer in olphobeficol order for
eoch resubmiltol.
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3. Mechonicol ond Eleclricol Submittols: Broken down inlo poris so thot individuol
ports con be resubmilled wilhouf confusion.
G. Deviofions: Cleorly mork ond note ony deviolions from Conlroct Documenfs in
submillols.
I.O5 SHOP DRAWINGS
A. Shop Drowings: Moke porliculor nole of field-meosured dirnensions, os-built condilions,
ond condilions requiring speciol coordinotion wilh olher controclors ond requirements of
octivilies of Owner.
F.
Subconlroctor: Submit one reproducible trocing ond two prinls per shop drowing sheef
ond specified number of somples lo Conlrqcfor.
Confroctor:l. Review shop drowings for occurocy, completeness, ond conformity with Controcl
Documenis. Moke noies ond conecfions on reproducible lrocings ond prinls.
2. Stomp with Conlroclor's slomp/dole. Signolure of individuol who reviewed shop
drowings is required below Controclor's stomp.3. Prinl os required for Controclor's record.4. Send reproducible lrocings ond lhree prinfs to Archifect.5. Shop drowings not stomped ond signed by Conlroclor will be refurned.
Architecl:l. Check drowings by moking notes ond coneclions on reproducible trocings ond
prints, slomp "No Exceptions Token", "Revise ond Resubrnil", "Rejecled", etc. os
required.2. In evenl lhol shop drowings require consullont's check, route reproducible ond prinl
fhrough consullonl ond bqck lo Archilecf os necessory. Consulfont will reloin one
sel of prints.
3. Reloin one sel of prints for record ond tronsmil one sel ro Owner if required.4. Relurn morked reproducibles lo Coniroctor.
Controctor:l. Send reproducible trocings to subconlroclor.
Subconlroctor:
l. Prinl necessory copies for record, distribulion, eic.
Resubmillol: In event shop drowings hove to be resubmitled lo Architect, originol
reproducible lrocings cnd prints sholl be relurned directly lo Conlroctor. Subcontroctor
sholl mqke his coneclicns ond re-roule new reproducible trocings ond prinls os.oullined
obove.
References: Reference shop drowings to opplicoble drowings ond specificolion seclions
lo focililote eose ond occurocy of checking.
oA o2l0 0r33G3
I.06 PRODUCT DATA
A. Subcontrqctor: Submit six copies of brochure moleriql ond ony required somples.
B. Rouling: Routing will be os indicoled obove for shop drowings with Architect ond
Engineer reloining lhree copies for file ond reiurning lhree copies to Coniroclor for his file
ond disfribution lo subcontrqclor os opplicoble.
C. Reference: Reference producl doto fo opplicoble drowings ond specificolion seclions
fo fqcililote eose ond occurocy of checking.
D. When contenfs of submilted liierolure from monufocturers includes dolo nol perlinenl lo
submiftol, cleorly indicote which portion of conlents is being submifled for review.
1.O7 JOB SITE DOCUMENIS
A. Documenls: Keep complete set of occepled shop drowings or producl doto of jobsite.
I.O8 FIELDMEASUREMENTS
A. Field Meosurements: Responsibility of Confroclor.
I.09 SAMPLES
A. Checklisl: Architecl will provide Confroclor wilh checklist indicofing moteriqls where
color, lexture or finish is subjecl lo seleclion by Architecl. Certoin ofher somples moy olso
be requesled for use by Archilecl in preporolion of color ond moleriol somple presen-
lotions for Owner.
B. Submillol: Promplly ofler receipl of checklist, ossemble ond deliver lo Architect
complele collecfion of required somples. Unless olhemrise s;)ecified, submit somples in
quontity lhot is required to be relurned plus one thof will be retoined by Archilect.
C. Somples: Beor tog or lobel providing fo[owing informotion:
l. Project nome qnd locotion.2. Monufocturer,supplier.
3. Nome, finish, ond composilion of moleriol.4. Locolion of where moteriol is lo be used.
5. Specificolion seclion number.6. Lobels: Lorge enough for occeplonce slomp.
D. Seleciion: Upon receipl of complele collection of somples, Architecl will, wilh
reosonoble promplness, moke seleclions ond prepore ond deliver io Controclor
schedule covering items subject io seleclion. Archifecl reseryes right noi to moke
individuol deferminqtion or seleclions until oll somples of oll moteriols ore submifled.
I.IO CERTIFICATES OF COMPLIANCE
A. Certificqfes:l. Where Certificofes of Complionce ore specified, show on eoch certificolion nome
ond locolion of work. nome ond qddress of Conlroctor. quontity ond dole or dotes
of shipment or delivery to which certificote opplies, ond nome of monufoclurer.2. Cerlificolion: In form of lelfer or compony stondord forrs.
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3. Cerlificofes: Signed by officer of monufocturer.4. Loborotory Tesf Reports: Show dole of tesfing, specified requirements for which
fesling wos performed, ond resulls of lests.
END OF SECTION
oA 02r0 0133G5
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sEciloN 0r410
INSPECTION & TESTING SERVICES
PARI I - GENERAT
I.OI REQUIREMENTSINCTUDED
A. The ownerwill employ ond poy for independent Testing Loborofory services ond
Professionol inspeclions required by lhese specificolions ond opplicoble building codes
r.02
ond communily ordinonces.L The Controctor sholl cooperote with the Independenl Tesling ogency(s) ond
Professionol Inspector(s) fo focililofe the execulion of services.2. Employmenl of fhe Independenl Tesfing Loborotory(s) ond professionol
Inspeclion(s) sholl in no woy relieve lhe Conlroctor of his responsibility lo perform
lhe Work in occordonce wilh the Confrocl Documenls.
The confrocfor remoins complelely responsible for fhe quolity of his work, including
workmonship ond moleriols fumished by his subconfroclors ond suppliers. The
conlroclor sholl beor the cost of conecling work lhot does nol conform to lhe specified
requiremenls. conecl deficiencies by meons occeploble lo fhe Archilecl/Engineer.l. The cosf of exlro work incuned by fhe Architect/Engineer lo review ond opprove
coneclive work sholl be borne by lhe Conlroctor.
REQUIRED IESTING & INSPECIIONS
Quolity ossuronce festing ond inspeclions defined below ore required in oddition fo
Code required Speciol Inspeclions lo lhe exfenf fhot they (speciol inspeclion) hoe nol
been included in quolify ossuronce requiremenls.
Required lesf ing/inspections qnd specificolion section.l. NofUsed
2. Section 03300 Cosl-in-Ploce Concrete3. Seclion 03360 Shotcrefe4. Seclion 03414 Strucfurol Precosl Concrele5. Seclion 04230 Reinforced Mosonry6. Seclion05l20StructurolSteel7. Section 0531 I Non-Composile Steel Form Deck8. *Seclion 07182 Wood Preservolive Testing9. Section 01410 Inspeclion qnd Tesling Services or Speciol Inspeclion
IIMIIAIIONS OF AUIHORMI OT IHE INDEPENDENT TESTING LABORANTOY
The Independent Tesling Loborolory/Speciol lnspeclion is nof oufhorized lo:l. Releose, revoke, oller. relqx or enlorge on requiremenls of fhe conlrocl
documenls.
2. Approve or occept qny portion of the work.3. Perform ony dulies of fhe conlrqclor.4. Direct confroctor os fo quolity or scope of lhe work.
These provisions ore nol fo be inferpreled fo supercede lhe dulies ond responsibilifies of
fhe speciol inspeclors os specified under lhe 19?7 UBC, Secfion 1701.3: Dufies ond
Responsibrlities of lhe Speciol lnspecfor".
CONIRACIOR RESPONSIBIL]TIES
Cooperole wilh loborolory personnel, professionol inspecfon, etc. ol oll fimes. provide
occess lo lhe work ond storoge oreos.
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Cooperofe wilh loborolory penonnel in securing somples of moteriols fo be used for
testing purposes.
Provide opproved copies of concrete mix designs ond other mix designs which require
conlinuing lesling.
Provide loborolory ond inspeclion occess to oll fobricofion plonls ond concrele reody-
mix plonts for inspeclion ond tesling cts required by the Owner ond this specificolion.
Fumish copies of moferiol lest reports ond producl lilerolure os direcled by lhe Owner
ond Archilecl/Engineer.
Fumish incidentol lobor ond focilifies os follows:l. Provide occess to work lo be lested ond/or inspecled.2. Assisl in obtoining somples ot the projecf siles.3. Assisl ond focililote qll inspeclions ond lesfing.4- Provide odequole sloroge ond curing focilities for test somples.
Schedulel. Nofify loborofory ond inspeclion personnel 72 hours in qdvonce of operolions lo be
lesfed or inspecled.
Moke onongemenls with tesling loborotory ond poy foroll somples ond tesls required
for lhe Confrocfors convenience.
Moke onongemenls wifh the tesfing loborolory ond poy for oddilionol sompling, tesling
ond inspeclions required when inifiol testing ond inspeclion indicole work does nol
conform fo specified requiremenfs.
A pre-construcfion meeling sholl be convened by the Generol Conlrocfor lo discuss
ond coordinote oll moleriol tesling ond inspecfion including speciol inspecfion. The
following individuols (firms) sholl oflend:l. Architecf2. Slruclurol Engineer of Record3. Generol Confroctor4. Tesling Agency5. Speciol Inspecfor
6. AppropdofeSubcontrociors
Generol Conlroctor sholl requesl ond secure o minimum of 3 (three) proposols for
specified tesling ond inspeclion, including Speciol lnspecfion if required. Generol
Conlroclor, Archifect/Engineerwill evoluote lhese proposols ond mqke q
recommendotion lo lhe Owner. Generql Controclor sholl lhen ossign lhe confrocf for
fesling ond inspeclion services lo lhe owner pdor lo commencemenf of the work.
ARCHITECT/ENGINEERS OBSERVATIONS
Provide occess fo lhe work if the Architecl/Engineer wishes lo observe fhe tesling.
QUATIFEANONS OF THE INDEPENDENT TESTING TABORATORY
Ownerwill engoge o quolified Tesling Agency opproved by the Archilecl/Engineer lo
perform lesfs ond inspecfions required by fhese specificolions. Tesfing Agency sholl
comply wifh ASTM E329 ond sholl furnish q cerlificqte of complionce signed by the
Professionol Engineer responsible for monogemeni of lhe ogency. The Professionol
Engineer musf be regisfered in lhe stote where lhe projecf is locqled.
Division 7 Inspecfion Firm: Must be roofing inspeclion firm with o minimum of 5 (flve)
yeors of continuous inspection of oll ospecls of project relofed fo Division 7 moiedols.
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Firm sholl be in good sfonding with RCI Roof Consullonls Inslilule ond NRCA {Noiionol
Roofing Conlroclors Assoc.). Inspeclion firm sholl demonslrole knowledge of project,
syslems ond monufocf urers requiremenls.
QUATIFICAIIONS OF PROFESSIONAL INSPECIORS
Inspeclors sholl be quolified Professionol Engineers experienced in the porticulor
foundolion syslem oppropriole fo the project. Professionol Inspeclors moy delegole
octuol field inspeclion lo non-professionol represenfotives provided lhe Professionol
Engineer furnishes written certificotion otiesting lo the work of lhe represenlolive.
AUIHORITY AND DUTIES OF THE INDEPENDENI IESTING I.ABORATORIES
Perform Specified inspeclions, sompling ond tesling of moleriols ond construction
procedures.
Delermine complionce of moferiols wilh requirements of the Controcf Documenfs.
Promptly nolify the Conlroctor ond Archilecf/Engineer of observed inegulorilies ond/or
deficiencies in lhe work.
Promptly submif wrillen reporl of eoch lesl ond inspection. lnclude in eoch report:l. Dote issued.
2. Project lifle ond number.3. Independenl Tesfing Loborofory nome, oddress ond lelephone number.4. Nome ond signofure of loborolory inspector.5. Dote ond lime of sompling or inspection.6. Record of femperolure ond weoiher condilions.7. Dole of lesf.
8. ldenlificqtion of producl ond Specificotion seclion.9. Locofion of somple or lesf in the Project.
10. Type of inspeclion or lesl.
I l. Results of lesl ond complionce wilh lhe Controct Documenls.
12. Interprelolion of fesl results.,|3. Copies: The Tesling Loborolory sholl send certified copies of lesl qnd inspecfion
reports to the following porties:
o. 2 copies lo lhe Owner or his represenlolive.b. 2 copies to the Generol Conlroctor.
copy lo the Architecl.
copy lo lhe Engineer of responsibility.
copy to lhe Supplier of lhe moteriol lesled.
14. Upon completion of lhe work, fhe Tesling Loborofory sholl furnish o letler of
certificofion stoling lhqt qll required lesling ond inspecfions were mode in
occordonce with lhe requiremenfs of lhe controcl documenls ond lhol oll work' tesled ond or inspecled conformed fo requiremenls of conlrqct documenfs or lhol
oll deficienf work wos conecled in qccordonce wilh meqns ond moferiols direcled
by fhe Archifect/Engineer. The letter of certificotion sholl be signed ond seoled by
lhe Prolessionol Engineer responsible for monogemenf of fhe Agency.
E. Perform oddilionol fesls os required by lhe Owner qnd Archilect.
F. Obtoining Producl ond Moferiol Cerlificolions:l. The Testing Loborolory sholl be responsible for obtoining oll producl ond moleriol
cerlificofions from mqnufoclures ond suppliers os specified in the specificofions.2. The consulfing/inspecfion firm for Division 7 moferiols sholl ossisl in obfoining oll
required wononty/guoronlees from lhe monufoclurers ond conlroclors os required
by the specificolions.
A.
B.
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D.
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PART 2 . PRODUCTS
2.OI PARI2 NOT USED
PARI3 . EXECUTION
3.OI SGOPE OF WORK
A. The work to be performed by the Tesling Agency ond the Professionol Inspeclor is
defined in fhis specificotion secfion. Such work moy be modified in meefings Wlh lhe
Owner, Archilect/Engineers, Confrocfor ond Tesling Agency/lnspector.
B. The work to be performed by fhe consulling/inspeclion firm responsible for Division 7
moferiols sholl be os specified in lhis section of specificolions ond qs delermined in
meefings with lhe Owner, Archilect/Engineer ond Wofer proofing/Rooting consultont.
3.02 EARIHWORK
A. Al building slructurol elemenfsl. Tesls of Proposed Fill Moleriol:o. The Tesling Loborotory sholl conducl o survey of the Conhoctor's proposed
locolion of bonow soil moferiols ond sholl estoblish the suilobility of ony
proposed fill moleriol by determining fhe required engineering properlies. Soil
lests sholl include soil clossificofion by the Atterlcerg Limit Tests ASTM D4318 ond
groin size delerminotion by ASTM D422 "Porticle Size Anolysis of Soils".2. Moislure Density Relolionship for Nofurol ond Fill Moteriols:o. The Tesling Loborofory sholl provide one oplimum moisture density curve for
eoch type of soil, nofurol. imporfed fill, or on-sife fill, encountered in subgrode
ond fill sunder building slobs ond poved oreos..Curves sholl be generoled in
qccordonce with ASTM D1557'Test Melhods for Moisture Density Relolionships
of Soils ond Soil Aggregote Mixfures".3. Quolity Confrol Tesling Required During Conslruclion:o. Inspecfion of Subgrode ond Fill. The Testing Loborolory sholl observe thof the
following subgrodes ond fill loyen ore firm, unyielding ond meet fhe specified
compoclion requiremenfs before furlher conslruclion work is performed
lhereon:
l) Poved Areos ond Building Slob Subgrode: Moke ot leqsl one field density
lesf for lhe nofurol subgrode for every 2,000 squore feef of poved qreo or
building slob but in no cqse less lhon fhree tesls. In eoch compocled fill
loyer, moke one field density lesf for every 2,000 squore feef of building
slob on poved oreq but in no cqse less thon lhree tests.2l Foundqtion Woll Bockfill: Moke of leost one field density tesl for eoch
oround the perimeler of the building ond o minimum of one lest for every
other type of foundolion woll on lhe sife. Iesfs sholl be ot rondom
locolions ond elevolions for eoch woll.
3) Bockfill over wolerproofing membrone: Inspect membrone for domoge
during bockfill, mork oreos requiring correcfion, documenf repoir prior to
complelion of bockfill.4) Bedding Condilions: Mqke ol leosl one field density lesl delermining
condifion of bedding for eoch 300 lineol feet of lrench for subgrode utility
lines. Tesf sholl be ol rondom locolions.b. Field Density Test. Field Density Tesfs sholl be run occording to ASTM DI556
"Density of Soil in Ploce by lhe Sqnd Cone Mefhod", ASTM D2167 "Density of Soil
in Ploce by fhe Rubber Bolloon Melhod'; ASTM D2922 "Density of Soil ond Soil
Aggregofe in Ploce by Nucleor Methods" ; or ASTM D2937, "Density of Soil in
Ploce by Drive Cylinder Melhod" os opplicoble.
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c. Reporl Copies. The Testing Loborolory sholl submil oll moislure density curves
ond resulls of field density lesls lo the porlies specified eorlier in fhis Secfion.d. Testing. lf reports by lhe Tesling Loborotory indicole field densilies lower fhon
specified obove, oddilionql tesfs will be run by lhe Tesling Loborolory wiih ot
leosl lhe frequencies scheduled obove on recompocted fill ond/or nolurol
subgrode. The Testing Loborolory sholl noiify the Conlroclor on o iimely bosis
for ony required relesling so os nol io deloy the work. The cosls of such lesls
sholl be borne by lhe Conlroclor.4. Inspection by the Geotechnicol Engineer:
o. The Geolechnicol Engineer sholl provide inspeclion service of lhe following
ilems prior lo pouring foundolion concrete.b. Mol beoring slrolo ond inslollolion melhod.c. Such inspeclion sholl verify lhol field conditions ore consistenf with soil report
tesl results ond lhol lhe foundoiion is being inslolled in fhe proper soil sfrolo ot
the proper elevotion. The Geolechnicol Engineer sholl submil wrillen field
inspeclion reports promptly.
B. Sitework
l. Rough Grodingo. Tesls ond onolysis of fill moferiol will be performed in occordonce wilh ASTM
DI557 Test Melhods for Moislure Densily Relolions of Soils ond Soil Aggregofe
Mixlures, using l0lb (a.sakg) hommer ond 18 inch drop.b. Compoclion fesiing will be performed in occordonce with ASTM 1556 Tesl
Method for Densily of Soil-in-ploce by the Sond-Cone Method or Nucleor
Density Tesl Meihod per AMSTM D2922 ond D3Ol7 .c. lf lesls indicole Work does not meet specified requiremenls, remove Work,
reploce ond refesl ol no odditionol cosl to Owner.d. Frequency of Tesls:
l) Curlc ond Guller, Wolk: Compoclion lesl sholl be loken every l0O fl
ond/or os directed by Owner.2l Overloi Fill: Overlof fill sholl hove o minimum of one compoclion lesl per
2,500 sq. ft. of oreo of fill or qs directed by Owner.3) Povemenfs: Compoclion lests sholl be loken every 2,500 sq. fl. ond/or os
direcfed by lhe Owner.2. Bockfilling
o. Tesls ond onolysis of fill moferiol will be performed in occordonce wilh
ANSI/ASTM D1557 ond D1556, D2992,D2937.b. Soil Moteriol ond Soil Compoclion:
I ) The Testing Agency will prepore one oplimum moislure moximum density
curve for eoch type of soil encounlered in subgrodes under poved oreos
or oreos to receive compocled fill. Moximum densilies ore lo be
delermined in occordonce with ASTM 155.
Eoch type of bonow mqteriol will receive, os opplicoble:
(o) Mechonicolonolysis.
(b) Moislure=density curve delerminolion.
(c) Plosticity index determinolion.
Compocted Fill ond subgrode under compocled fill or poved oreos sholl
be fested os follows:
(o) The lop l2 inches of subgrode resulling from exccvotion sholl hqve
the moximum densily of oplimum moislure specified under Division 2,
Bockfilling. Moke ol leosl one field density fesi of the subgrode for
every 5000 squore feel of oreo. bul in no cose less lhon fhree lests.
(b) ln eoch compocfed fill loyerwifh o moximum lhickness of 12 inches,I
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moke one field densiiy fesl for every overloying 5000 squore feef of
oreo, buf in no cqse less lhqn lhree fesls. perform field density fesls in
occordonce wifh ASTM D1556, ASTM D2167, ASIMD2922, or ASTM
D2937
(c) lf lests indicofe Wok does nol meel specified requiremenls remove
Work, reploce ond relesl of no cosl lo Owner.3. Trenching
o. Tesfs ond onolysis of fill moteriol will be performed in accordonce wilh ASTM
1557.b. Compoclion lesfing will be performed in occordonce with ASTM D2922 or
D2937
c. lf tesfs indicqfe Work does nol meel specified requirements, remove Work,
reploce ond refesf of no odditionol cost fo Owner.d. Frequency of Tests: Compoclion lests sholl be iqken every l0O fl. olong lhe
trench qnd oround monholes, inleis, volve boxes ond fire hydronts. A minimum
of one lesf for eoch 2 feel of fill sholl be tqken between monholes ond/or inlefs
ond/or os directed by fhe Owner.
. SIIE CONCREIE WORK
A. Provide concrele fesl cylinders. Monilor slump ond 28 doy compressive sfrenglh.
Somples to be loken of o role of one per four cubic yords of concrele.
' HOTlrllX ASPHATT PAVING
A. Aspholt:
l. Aspholt Povemenls: Check compoclion ond complionce with design mixo. One (l) tesf for density ASTM DI188 or ASTM D2726,thickness ASTM D3549, qnd
oir voids ASTM D3203 per 300 fons of ospholtic moteriol ploced.
b. One (l ) lesl for ospholl conienl ASTM D2172 ond oggregote grodofion per
l50O fons of osphollic moferiol ploced.
2. Subgrode: Compoclion lests sholl be tqken every 2500 sq fl ond/or os direcled by
fhe Owner.3. In oddifion lo tests ond requiremenls of CDOT, conducf o woler flood fesf of crificol
oreos os direcled.
B. Inspecl the ospholt plonf during fhe initiol poving ond os direcled by the owner lo
ensure the hondling of moleriols, boiching ond delivery of lhe poving mixfure is in
occordonce wilh fhe specificolions.
CASI IN PIACE CONCRETE
A. Ownerwill engoge o quolified Tesling Agency, opproved by the Archilecl ond
Engineer lo perform lest ond inspecfions require by lhese specificotions. The Tesling
Agency sholl comply wilh ASTM E329 qnd sholl furnish o certificole of complionce,
signed by lhe Professionol Engineer responsible for monogemenf of lhe Agency. The
Professionol Engineer must be registered in the slole where lhe project is locoted.
B. Inspect formwork, reinforcing ond concrele for conformqnce fo lhe requiremenfs of fhis
specificofion including Speciol lnspection requiremenls of fhe building code. Inspect
reinforcing before concrele is ploced. Keep records ond submil reports indicqled.
C. The Archifecl qnd Independenf Tesling Agency sholl hove uninlem.lpled occess lo lhe
reody-mix bofching plonl ot oll times fhol the work is in progress.
D. Provide lhe Tesfing Agency wifh the following:l. lncidenfol lobor required fo focililote fesfing.
oA 02lo 01410 - 6
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2. Minimum one doy's odvonce nolice when concrete is lo be ploce.3. Sloroge focilifies for concrele lesi cylinders.4. Moleriols, Somples. ond occess lo moferiols os required for lesling.
concrele testing will be performed in occordonce with the requiremenis of ACI 301
ond os modified below:l. Mold qnd cure four (4) specimens from eqch somple.2. Compressive sfrenglh tesls: One sel of specimens for eoch 5O cubic yords or
froclion fhere of eqch concrele closs ploced in ony one doy; one specimen lested
of seven (7) doys, two specimens lesled of 28 doys, ond one specimen held in
reserve.3. Concrete Temperolure: Tesl hourly when oir lemperolure is below 4O degrees F.
ond eoch lime o sel of specimens is mode.4. Delermine ond report slump of eoch somple.
All concrete botch lrip lickeis will be collecled ond reloined by lhe controclor.
Compressive ond slump lesls sholl be idenlifted by reference lo o porticulor lrip tickel.
concrele botch trip tickels sholl conloin informolion specified in ASTM c94, porogroph
entifled "Bqtch Ticket Informotion". The tickel sholl olso cleorly show lhe omounl of
woler for lhe enfire bolch thot moy be odded in the field fhol will nol exceed lhe
woler cemenl rolio specified by the design mix.l. The Archilecl/Engineer ond Conlroctor will be immediotely notified of trip lickets
nol os specified herein.2. The Archilecl/Engineer ond Conlroctor will be immediotely noiified when the
omounl of woler in o bqtch of concrele exceeds thol ollowed in fhe design mix.
Include lhe omounl of woler odded in lhe field.
Addilionol Tesls for Concrele Work:l. The Independenf Tesfing Agency will mqke odditionol lesls of in-ploce concrefe
work os direcfed by fhe Archilecf/Engineerwhen tesl results indicole lhol specified
concrefe slrengths ond olher chorqclerislics hove nof been otfoined in the
slrucfure. The Independenl Tesling Loborotory will conducl lesfs lo delermine
odequocy of concrele by cored cylinders complying wifh ASTM c42. costs of such
lests will be borne by lhe Owner il lesf results indicote conformonce wilh the
controct Documents. such lesl indicoting non-conformonce wifh lhe confrocl
Documenfs will be poid by the Controclor including oddilionol orchileclurql ond
engineering services mode necessory by such non conformonce.2. The slrength of the slruclure in ploce will be considered fo be potentiotly deficienl
if it foils to comply wilh ony requiremenl lhql conlrols lhe slrenglh of lhe sfructure.3. The cost of ony odditionol lesf, including lood lesis ond/or olher nondeslructive
lesfs direcled by fhe Archilecl/Engineer or conducled by fhe Controclor lo prove
fhe odequocy of the concrete work sholl be borne by fhe Controclor including
oddilionol qrchileclurol ond engineering services mode necessory by such lesfs.4. lnspeclions or fesling performed exclusively for the Conlroclor's convenience sholl
be the sole responsibility of lhe Confroclor.
Records of Work A record sholl be kepl by lhe Generql Confrqctor lisling fhe iime ond
dofe of plocemenf of oll concrele for lhe sfrucfure. Such records sholl be kept until lhe
complelion of the projecf ond shqll be ovoiloble fo lhe Architecf/Engineer for
exominolion qf ony fime.
SHOTCRETE
The owner will engoge o quolified Tesling Agency fo inspect sholcrele work ond to
perform lesfs ond prepore fesl reports. The Tesling Agency sholl comply with ASTM E329
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ond sholl furnish writfen ceriificolion of complionce, including lhe nome of fhe
regisfered Engineer responsible for monogemenf of lhe ogency.
Pre.Consf ruclion Tesf ing:L Aggregoles sholl be sompled ond tesied in qccordonce wifh ASTM C33. In
oddition, fhe bulk specific arovity of eoch oggregofe shotl be determined in
occordoncewith ASIM C127 ond ASTM C128.2. For wel-mix shofcrele, two sefs of compression lest cylinders, fhree cylinders per sel,
sholl be mode lrom eoch proposed wei-mix shofcrele mix. One sel of fhree
cylinders sholl be iesled ol on oge of 7 doys ond lhe ofher set sholl be lesled ol on
oge of 28 doys. Wel-mix sholcrefe iesi specimens sholl be mode, cured, ond
sfored in conformonce with ASTM Cl92 ond lesled in conformonce with ASTM C39.3. For wel-mix sholcrele, slump sholl be delermined in occordqnce wifh ASTM C I 43,
qnd tolol oir confenf sholl be determined in occordonce wifh ASTM C23l ond
vedfied in occordonce with ASTM C138.4. Before storting sholcrele work, ot leosl one lesf ponel for eoch proposed mix shqll
be mqde by eoch sholcreting crew, using fhe 30 inch squore ponel melhod ond
fhe equipment proposed for fhe project.
5. lf the test reports indicole thol ony of lhe specimens ore unsolisfoclory, lhe crew
responsible for the rejected specimens shqll nol shofcrete ony porlion of fhe work
until they hove demonslrofed fhot lhey ore copoble of producing occepfoble
work, ond not until odditionol specimens hove been submifled, fested, ond proven
sofisfoclory.
Conslrucfion Testing (Slrengfh Teslingf :l. Conform fo requiremenfs of UBC porogroph l924.l0
SIRUCIURAT PRECAST CONCRETE
The Owner will engoge o quolified Testing Agency lo inspecl precosf concrele work
ond fo perform tesfs ond prepore lesl reporfs. The Testing Agency sholl comply with
ASTM E329 ond sholl fumish wrifien certificofion of complionce, including lhe nome of
lhe regislered Engineer responsible for monogemenf of the Agency.l. Furnish Tesfing Agency occess lo work, focilifies ond incidenlol lobor required for
testing ond inspeclion.2. Visuolly inspecl oll conneclions to defermine conformonce wilh requiremenfs of
opproved shop drowings.
REINIORCED MASONRY
The Owner will engoge q quolified Tesling Agency, opproved by lhe Engineer of
Record, fo perform inspections ond tesling for conformonce wilh Controcl Documenls.l. Testing Agency sholl comply with ASTM 329 ond sholl furnish q cerlificole of
complionce, signed by lhe Professionol Engineer responsible for monogemenf of
the ogency. The professionol engineer sholl be registered in fhe slole where lhe
project is locoled.
2. Testing Agency will:
o. Perform field inspeclions ond fesfs noled herein in occordonce wilh
referenced sfondords;b. Re-inspect work conected by Conlroclor;c. Inlerpref lest resulls; Prepore ond issue reports covering eoch inspeclion ond
lesl. Specificolly indicole whetherwork complies wifh fhe Conlrocf
Documenfs;
d. lssue o cerlificole, of complelion of inspeclion ond fesfing, stoting fhof oll work
lesfed qnd/or inspecfed complied with the Confrocl Documenls ond UBC
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"Speciol Inspeclion Requiremenls". Specificolly idenfify ony work excluded
from certificolion.
Compressive Slrength: Minimum ullimole compressive slrenglhs of mosonry
ossemblies (f'm) ore shown on the sfruclurql drowings. Substonliole slrengfh in the
field by lhe following:
o. Unit Strength Method: Concrele mosonry unif slrength sholl be delermined in
occordonce wifh ASTM Cl40 ond sholl be bose upon nel cross-seclionol oreo.
I ) Strength sholl be defermined in occordonce with ASTM C I 0l 9 for eoch
5,000 squore feel of woll oreo.2) Mortor slrength sholl be evqluoled in occordonce with ASIM C780 for
eoch 5,000 squore feet of wqll oreo.b. Prism Test Mefhod: Delermine compressive strength (f'm) by ASTM Cl314. Eoch
"fesf is the overoge of lhree prisms from lhe some "closs of unif'fested ot 28
doys or ol tesl oge specified for complionce to f'm. Eoch prism sholl consisf of
one joint.
l) Perform o minimum of one strengih lesl for eoch "closs of unit" for eoch
5,000 squore feet of woll oreo using lhe some moleriol ond workmonship.
Comply wilh oll ofher opplicoble provisions of the governing code
regording prism fesls.2) Perform mortor qnd grouf lesl on moteriols used lo conslrucf lhe first sel of
three prisms described obove. lf such tesls foil lo qchieve lhe required
strenglh, perform odditionol iesling os required by the Slructurol Engineer.c. Mosonry Prism Tesf Record: Compressive strenglh verificolion by mosonry prism
fest records sholl meef fhe following:l) A mosonry prism fesl record opproved by lhe building officiol of ol leqst
30 mosonry prisms thot were built ond lesled in occordonce wifh UBC
Sfondord 2l-17. Prisms sholl hove been consiructed under fhe observolion
of on engineer or speciol inspeclor or on opproved ogency ond sholl
hove been fested by ond opproved ogency.
Mosonry prisms sholl be representolive of fhe conesponding conslruclion.
The overoge compressive slrenglh of lhe lesl record sholl equol or
exceed 1.33 f'm.
A set of lhree mosonry prisms sholl be built during conslruclion in
occordonce with UBC Stondord 21-17 tor eoch 5,000 squore feef of woll
oreo, buf nol less thqn one set of three prisms for fhe projecf.
Inspeclions specified below ore nol inlended fo be conlinuous bul ore intended to
ossure moleriols ond workmonship conform to requiremenls of referenced
stondords ond lhese specificofions.
Inspeclion personnel sholl be experienced in mosonry conslrucfion ond
occeptoble lo lhe building officiol.o. Observe preporoiion of oll mosonry prisms ond preporotion of oll groul ond
mortor specimens.b. Verify profection of mosonry during cold weolher (temperolure below 40
degrees F or hof weqlher (lemperoture obout 100 degrees F)c. For mosonry conslrucled by grout pours 6'{" or less in heighf:l) Proportioning, mixing, ond plocing of morfor ond groul.
2l Plocemenf of mosonry unifs.3) Type, size, ond locolion of reinforcing. fies, qnd qccessories.
4l Size ond locolion of reinforcing dowels from concrefe.5) Size ond locotion of onchors ond occessories.d. For mosonry consfrucled by groul pours exceeding 6'0'in UBC heighl, or less:l) Observe lhe following:
(o) Proporfioning. mixing. ond plocing of mortor ond grouf including
2l
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4)
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provision of removol of mortor fins from inside of cells to be grouled.
(b) Plocemenl of mosonry units including size ond locolion of cleonoul
openings.
(c) Type.size ond locolion of ioint reinforcing, lies ond occessories.
{d) Size ond locolion of dowels from concrele.
(e) Size ond locqlion of onchors qnd occessories.2l lmmediofely prior lo fhe closing of cleonoul openings for eoch seclion of
mosonry io be grouled, verify fhe following:
{o) All cells to be grouled shqll be free ol obslruclions, including mortor
fins, which would inhibit proper plocemenl ond consolidolion of
grouf.
(b) Bottom of oll cells lo be grouled sholl be thoroughly cleoned of oll
loose mortor ond debris.
(c) Proper size, type ond plocemenf of oll reinforcement in cells lo be
grouled including locolion ond length of splices ond provisions for
mqinloining proper posilion of reinforcing during groufing.
3) Observe grouting operolions to verify proper slump, consolidotion ond
reconsolidolion of grout, proper heighf of eoch groul liff, ond elopsed
time beiween plocement of successive liffs.6- Doily reporls of oll Inspeclions ond lests sholl be prepored ond distribuled qs
specified herein within 48 hours of lhe lime of fhe inspeclion or fesf.
STRUCIURAT STEET
The Owner will engoge o quolified Tesling Agency, opproved by fhe Engineer of
Record, to perform lhe inspections ond lesling os defined in A|SC "Code of Sfondord
Procfice for Sleel Buildings ond Bridges" ond lhe ANSI/AWS Dl.l "Ame.icon Welding
Society Sfrucfurql Welding Code," qnd os required by these specificotions. The tesfing
ogency will inspecl ond lesf moferiols ond fobdcolion procedures in lhe shop ond field.
Testing Agency sholl comply wifh ASTM E329 ond sholl furnish o cerlificole of
complionce signed by lhe Professionol Engineer responsible for fhe monogement of the
ogency. The Professionol Engineer sholl be regislered in the sfole where lhe projecf is
locqfed.
Tesfing ogency sholl perform tesls ond inspeclions, moinfoin records ond report resulfs
in occordonce with The Building Code. The requiremenls specified herein opply only
where lhey do nol reduce lhe quolity or exlent of testing ond inspecfion required by
the building code.
Perform oddilionol fesls to reconfirm ony noncomplionce of lhe originol work ond os
moy be necessqry lo show complionce.
Conlroclor sholl fumish Tesling Agency occess lo work, focilifies, ond incidenfol lobor
required for lesting ond inspection. Relenlion by the Owner or on Independenl Tesfing
Agency sholl in no woy relieve fhe Confroclor or responsibility for performing oll work in
occordonce wilh the commencemenl of work requiring tesfing ond inspecling.
Furnish fhe testing ogency with the following:
A complele sef of opproved Shop ond Ereclion Drowings.
Mill test reporls.
Full ond omple meons ond ossistqnce for fesiing oll moleriol.
Proper focilities, including scoffolding. temporory work plotforms. efc., for
inspeclion of lhe work in lhe shop ond field.
Represenlolive somple pieces requested for lesling.
Reimbursemenl of cosls for lesling ond inspeclion resulling os o consequence of
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fhe following:
o. Work nof in complionce wilh lhe Conlrocl Documenls.b. Testing required by the Controctor or Subcontroclorc. Tesfing to verify the odequocy of work done, withoul prior, nolice, or confrory
to specificolions ond stondord conslruclion proclices.
Conlrocf Obligotions:l. Owner Responsibility: The OWner sholl poy for oll initiol shop qnd field inspeclions
ond tesfs os required during lhe fobricotion ond ereclion of lhe slruclurol sleel.2. Controcfor Responsibilily: The conlroclor sholl poy for qnd oronge wifh the Tesling
Loborotory for the certificolion of oll shop ond field welders. The cosis of oll
relesiing of moteriol or workmonship nof in conformonce wifh the Conlrocl
Documents sholl be borne by lhe Conlroclor. The Fobricolor ond Ereclor sholl
provide lhe Loborotory inspector wilh occess lo oll ploces where work is
performed. A minimum of 24 hours nofificolion sholl be given prior lo
commencemenl of work requiring lesfing ond/or inspeclion.
Tesling Agency Dulies:
l. Assign on identifying symbol or mork lo eoch workmqn insfolling conneclions.
Perform shop ond filed inspections qnd lesfs noled herein in occordonce wilh
referenced slondords. Relesf ond re-inspecf work ofler conecled by Conlroclor.2. Mork conneclion with Inspecior's identifying mork upon occeptonce. Inlerpret lesl
resulls.
3. Prepore ond issue reporls covering eoch inspection ond lesf. Specificolly indicole
whelher work complies wilh Controcl Documenls.4. Af complelion of inspeclion ond fesling. issue o certificole sloling thof oll work
lested qnd/or inspecled complied with lhe Controcf Documents. Specificolly
identify ony work excluded from cerlificolion.5. Testing Agency moy inspect structurol steel of plont before shipmenl; however,
Archilecl/Engineer reserves right, of ony lime before finol occeplonce, lo rejecl
moleriol nol complying wilh specified requirements.
6. The lesling Agency's inspector will perform his duties in such o woy lhot neilher
fobricotion nor ereclion is unnecessorily deloyed or impeded. ln no cose will the
inspeclor recommend or prescribe ihe melhod of repoir of o defecl.
Struclurol Sleel:l. Furnish Tesfing Agency wiih somples of struclurol steel nol identified by mill fest
reports, heof or mell numbers in omple quonlities to perform slrucfurol fesls on 5
percent by weight of oll unidenlified steel. Perform tensile, bend qnd elongqlion
fesf per ASTM A370. Submil test reports lo Architecf/Engineer ond Conslrucfion
Monoger for informolion.
Shop Inspection ond Tesling:l. Testing ogency sholl obloin copies of certificotions of oll welders ond conduct shop
inspeclions ond tests during fobricolion of strucfurol sleel. Reporls shqll include:
welders cerlificofion, type of lest, type ond locofion of oll defecls qnd meosures
loken fo corecl defects, slolement of finol opprovol of oll welding ond bolling of
shop conneclions ond olher doto ond informotion perlinent lo proper complelion
of shop conneclions.
2. Visuolly inspecf members for crocks, bends, worps, kinks, ond ASTM identificotion.
Visuolly compore fobricoted member ond ossemblies wilh qpproved shop
drowings. Report excepfions ond deviotions.3. lnspect ond lesf welding ond bolfing during fobricofion in occordonce wilh
referenced specificolions ond os follows:
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4. Visuolly inspect oll welds, Check size, lenglh, pinholes. undercut ond overlop. Tesl
suspecled defecfs using mognetic porticle melhod forfillel welds ond ulfrosonic
melhod for groove welds.
o. Inspecl groove welds os follows:
I ) Portiol penelrolion welds: 25% of welds using ullrosonic lesling melhod2) Full penelrofion welds: 100% of welds using ultrosonic testing mefhod3) Addilionol lesling: Additionol testing by Ownels testing ogency ol
Conlroclors expense will be require if:
(o) More thon l0% of lhe lested welds ore rejecfed, lhen lesi on
odditionol I O7o of such welds using lhe some testing mefhod. Repeol
this l0% odditionol lesling process unfil ihe rejeclion rote drops below
len.
5. ASTM A325 or A49O Bolfs: Inspecl ond test in occordonce with "Specificofions for
Slruclurol Joinls Using ASTM A325 or A490 Bolts" When'\lipcrilicol" (SC) bolts ore to
be insfolled, verify certificofion of fobricolon tension meosuring device used lo
delermine boll lension. Verify lhot pre-insfollolion fesfs ond inslollotion procedures
meet ASTM requiremenls.
6. Comber: Meosure four rondomly selecied beoms requiring comber, for eoch level
of fhe slructure. Meosure comber 24 hoiirs ofler cqmbering operotion ond report
comber by beom mork.
J. Field Inspection ond Tesling:
l. Field Assembly: Inspecl sleel frome lo verify complionce with defoils shown on
opproved drowings including, bul nol limited to: brocing, sliffening, member
locoiions ond proper opplicofion of joinl defoils ol conneclions.2. Field Welding: Inspecl ond lest during ereclion in occordonce with AWS Code ond
os follows:
o. Obloin copies of welders cerlificofions ond conducl inspeclions ond fesls os
required. Record types ond locotion of oll defects found in work. Record work
required ond performed lo conect deficiencies.l) Perform visuol inspeclion of oll welds. Check for size. length, pinholes,
undercul ond overlop. Tesf suspecfed defecfs using mognetic porlicle
method for fillet welds ond melhods listed below for groove welds.2l Perform nondeslrucfive tesfs of welds os follows:
(o) Portiol Peneholion Welds: 100% of ollwelds using ulfrosonic testing
melhods.
{b) Full Penefrofion Welds: 100% of oll welds using ullrosonic testing
melhods.
b. Addilionol tesling: Addilionol festing by Ownen tesling ogency ol Confrocfon
expense will be required if more thon I 0% of lhe fesled welds ore rejecfed,
lhen tesl qn odditionol l0% of such welds using lhe some testing mefhods.
Repeol this l07o odditionol fesling process until the rejection role drops below
one in fen.
3. High-Strengfh Bolted Connecfions: Inspecl ond lesf in occordqnce wilh HS bolting
specificolion ond os follows:
o. Confirm qccurocy of Controclor's Tension Colibrolion os noled oboveb. lnspecled qs noled in 'Specificotions for Slruclurql Joinls Using ASTM A325 or
A490 Bolts'.c. Where'slipcrilicol (SC) bolts ore used, verify fhol ereclor is performing required
pre.shifl colib'rofions ond lesfs. lnspecl inslolled SC bolls by fhe "orbilrofion
inspection" melhod, except, if ony bolf foils, oll bolfs in fhqf conneciion sholl
be checked ond fighfened. if necessory, by fhe ereclor ond resubmilled.
Inspecl l0% of bolfs, bul nof less fhon two, in eoch SC conneclion.
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d. Visuolly inspecf oll bolts for proper inslollqlion.e. Cosl of refesls on bolts qnd connecfions lhol foll sholl be borne by Conlrocfor.f. Allernolive design tension conlrol bolfs: visuolly inspecf ofter inslollotion per
AISC requirements. Pre-lesl o represenlolive somple of (5) bolls of eoch
diomeler, lengfh, elc., oi lhe jobsile in o device copoble of indicoting bolt
lension.
Retenlion by fhe owner of o Tesfing Agency sholl in no woy relieve lhe conlrocior of
responsibility for complionce wilh oll provisions of lhis specificqlion.
NON COMPOS]TE SIEE! FORM DECK
The Owner will engoge o quolified Testing Agency, opproved by lhe Engineer of
Record, lo perform inspeclion ond lesling for conformonce with lhe Confrqct
Documenfs. The Tesling Agency sholl comply with ASTM E329 ond furnish o certificole of
complionce, signed by lhe Professionol Engineer responsible for monogemenl of lhe
ogency. The Engineer musf be regislered in lhe stole where lhe project is locqled.
The Tesling Agency will conduct ond inlerprel lesfs ond slqte in eoch reporf whelher
lesf specimens comply with projecl requirements ond specificolly note ony deviolions.l. Verify deck is ploced ond connecled in occordqnce wilh monufoclurer,s
recommendofions, opproved shop drowing, ond os specified herein.2- Deck welded in ploce is subjecl to inspeclion ond lesting. Expense of removing
ond replocing deck for lesting purposes sholl be borne by the Confroclor if work is
found lo be unsotisfoclory.
'WOOD PRESERVATIVE TESTING
ExlentondTeslingMefhodology;Tesf orondomsompling of 2O7ooI exferiorlogsondlog
siding for moximum wood preservolion penefrotion bosed on monufoclurers
recommendolions. Tesling sholl nol domoge exposed ctppeoronce of logs in ony woy.
Tesling Loborolory sholl reporl lhol resulls prompfly ond in wriiing lo conlrqclor ond
Architecf.
C. Contrqclor lo relreol wood oi oreos where tesl results do nol comply wilh minimum
monuf ocf urers recommendolions.
3.12 STRUCTURATSPECIAIINSPECIION
A. Refer to obove porogrophs for moleriol lesting requirements. The following opplies lo
speciol inspeclion ond testing. Speciol inspeclion ond lesling specified below ore
required by UBC-'97, qnd opplv onlv where nol oreviouslv soecified.
B. The Independenl Testing Agency who performs lhe moleriol festing menlioned obove
con olso perform lhe speciol inspeclion service provided the Independenl Testing
Agency hos lhe quolified personnel.
C. Responsibilities of the Owner:l. Employ ond poy the Speciol Inspecfion Agency to perform inspeclions specified in
lhis seclion ond fhose required by oulhorilies hoving jurisdiction.
D. Responsibililies of the Conlroclor:l. A pre-conslruclion meeling sholl be convened by fhe Generol Controcfor lo
discuss Speciol Inspeclion. scope, responsibililies ond conslruclion schedule.o. The following responsible porties sholl oilendl) Generol Confroclor2l Archifecl3) Slruclurol Engineer of Record
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4l Speciollnspector(s)5) Appropriolesubconlroclors.
Definifions
l. Approved Fobricolor: A fobricofor registered ond opproved by the Building Officiol
ond the Engineer of Record, to perform work off sife wilhoul speciol inspeclion. The
descdption in Seclion 1701.7 ot 1997 Uniform Building Code is opplicoble.2. Speciol Inspeclion Agency: The occredited Inspeclion Agencies opproved by the
Engineer of Record lo perform speciol inspection os required by the Building Code
ond the projecl specificotion ond os described in Section l70l of lhe 1997 Uniform
Building Code.3. Speciol lnspeclor: A quolified person, employed by the Speciol Inspeclion Agency,
who hqs demonsfrofed compelence lo lhe solisloction of lhe building officiql for
inspeclion of lhe porliculor type of construcfion or operotion requiring speciol
inspeclion. Dulies include visuql observotions ond field meosuremenls of moledols.
obloining specimens for lesfs ond reloted octions including preporolion of reports.4. Tesfing Loborofory: An occrediled moteriqls lesling loborofory, opproved by the
Engineer of Record, fo meosure, exomine, fesf, cqlibrote or olherwise delermine
lhe chqrocferislics of performonce of construcfion moleriols.5. Conlinuous InspectionlOn sile inspeclion by lhe Speciol Inspeclor on o conlinuous
bosis observing oll work requiring speciol inspeclion.6. Periodic Inspecfion: Inlermiffenf inspeclion os permifled by the Building Code ond
project specificofions of predelermined inlervols or more frequenfly os work
progresses.
7. Slruclurol Observotion: The visuol observolion, by the Engineer of Record or his
represenfofive, of the struclurol sysiem, for generol conformonce lo lhe opproved
plons ond specificofion, ol significonl conslruclion sloges ond of complelion of lhe
struclurql syslem. Struciurql observolion does nof include nor wqive lhe
responsibility for the speciol inspeclions ond municipol requiremenfs by codes ond
specificotions.
8. EOR: Engineer of Record.
Conlroclor's responsibilityl. The Controclor sholl provide the testing ond/or inspeclion ogency wilh o
conslruction schedule lo focilitole lhe proper coordinolion of work.
Speciol lnspecfion Agency/lnspeclor's duties:l. No inspeclion will be performed if the sofety of the Speciol lnspeclion Agency
penonnel is in quesfion due to jobsile conditions.2. Perform lhe Speciol lnspections ond Tesls describe in UBC - '97 Chopfer l73. All speciol inspeclions sholl be performed by on occredited, opproved Speciol
Inspeclion Agency employed by the Owner or lhe Owner's Agenl, nof fhe
Conhoclor or Sub-.Confroctor.4. Prior fo projecl commencemenf, lhe Speciol Inspeclion Agency will confer wifh
ond obtoin fhe opprovol from the oppropriote Design Professionol of Record
regording lhe lnspecfion ond Testing procedures or specificotions including ony
oppropriote ASTM stondords Code requiremenfs or project specificolion
requiremenfs.
Speciol lnspeciion ond Testing Agency sholl coordinote oll qclivilies wilh moteriol
tesling ond inspecfion specified obove fo ensure lhof oclivilies ore nol duplicoted.
Duplicoled oclivilies will nol be poid by lhe Owner.
Review oll testing ond inspection reports generoled by moteriol lesting ond
inspection os opplicoble.
All discreponcies or deficiencies sholl be brought lo lhe immediote olfenfion of lhe
G.
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Conlroclor for coneclion; lhen if unconecled, lo the proper design oulhorily ond
the building officiol.
Mointoin o discreponcy/deficiency log showing uplo-dole sfolus ond issue the
discreponcy/deficiency report on o minimum weekly bqsis. The Speciol Inspeclion
Agency sholl sign otf on ilem lhol is resolved wilhin o week of lhe dofe lhof ilem is
resolved.
Furnish Doily Inspection Reporls lo fhe Building Officiol, the Archilect ond lhe
Engineer of o minimum on o weekly bosis. The Speciol Inspeclor sholl submit o finol
report, signed by both the Speciol Inspeclor ond his supervisor, sfoling whelher fhe
work requiring Speciol lnspeclion is in conformonce wifh lhe opproved plons ond
specificolions qnd workmonship provision of lhe UBC.
All slondords specified in moleriol specificolions opply lo Speciol Inspeclion ond
Tesfing.
Provide Speciol Inspecfion in occordonce wifh the following requiremenls.L Reinforce Cosl{n-Ploce Concrefeo. During lhe toking of lest specimens ond plocing of reinforced concrete wilh
lhe exceplions noled in UBC 1701.5.b. Bolls instolled in concrefe. Prior lo ond during the plocemenl of concrele
oround bolls when slress increqses permifted by footnole 5 of loble l9D or
seclions 1923 ore utilized.c. Speciol momenl-resisling concrele fromes. For moment fromes resisting design
seismic loods in structures wilhin seismic zones 3 & 4, lhe Speciol Inspector sholl
provide reports lo lhe person responsible for the slruclurol design ond sholl
provide continuous inspeclion of he plocemenl of the reinforcemenf ond
concrele.
d. Provide Speciol Inspeclion of reinforcing sleel ond prestressing endons for
conformonce lo the opproved plons prior lo the closing of forms or lhe
plocemenl of concrele.2. Slructurol Steel
o. Speciol Inspecfions ore required during lhe welding of ony member or
connecfion thot is designed lo resisl loods ond forces required by lhe UBC
code, wilh lhe excepiions noled in porogroph l70l.5.1. The Speciol Inspector
need nof be conlinuously presenl during welding of th listed items provided "
lhe moteriols, quolilicolions of welding procedures ond welders ore verified
prior lo lhe sfqrt of work; periodic inspeclions qre mode of work in progress;
ond o visuol inspecfion of oll welds is mode prior fo complelion or prior lo
shipmenl of shop welded work.b. Seismic Zones 3&4, welded fully restroining conneciions belween the primory
members of ordinory momenl fromes ond speciol momenl resisling fromes
sholl be tesled by non-desfruciive methods for complionce wilh opproved
sfondord ond projecl specificofions. See UBC Section 1703.c. High Strength Bolting. The inspection of high strength H325 ond A490 bolts sholl
be in occordonce with nolionolly recognized slondords ond lhe requiremenls
of UBC Secfion l70l.6.3. Reinforced Mosonryo. For mosonry, olher lhon fully groufed open-end hollow unit mosonry, Brovide
inspections os follows:
l) During preporofion ond toking of ony required prism or olher lesl
specimens.2) During plocing of oll mosonry units ond plocemenf of reinforcing.3) Inspecl groul spoces immediolely prior lo closing of cleonouls ond during
oll grouling operotions.
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b. For fully groufed open-end hollow-unif mosonry provide inspeclions os follows:
I ) During preporolion qnd loking of ony required prisms or olher lesf
specimens.2) At fhe sfort of loying unils.3) Finol inspeclions ofter the plocemeni of reinforcing sleel.4'l Inspecl groul spoce prior lo eoch grouting operolion.5) During oll grouling operotions.
Slruclurol Observolionsl. sfruclurol observofions sholl be provided in seismic zone 3 or 4 when one of lhe
following condifions exists:o. The slrucfure is defined in lqble | 6K os occuponcy colegory 1 ,2, or 3.
(Essenfiol focilifies, hozordous focilities or speciol occuponcy sfruclures
respectively.)
b. The slrucfure is in Seismic Zone 4, No os sel forth in toble l&S is greoler lhon
one, ond o loferol design is required for lhe entire sfruclure.2. The Owner will employ lhe EOR responsible for the slrucfurol design or olher
engineer designoted by the EoR lo perfom sfrucfurql observoiions os defined in
UBC Section 220.o. Observed deficiencies sholl be reported in writing to the owner,s
representolive, speciol inspector, confrqcfor ond lhe building officiol.b. The struclurql observer sholl submit to the building officiol o written sfofemenl
thot fhe site visifs hove been mode ond idenlifying ony reporled deficiency
thql, lo lhe best of the slruclurol observer's knowledge, hove not been
resolved.
Speciol Inspeclion Reportsl. These reporfs sholl include, os o minimum fhe following informolion:
Permit number
Nome of lhe Municipol Inspector, if ovoiloble, ond of the governing
municipolity.
Speciol Inspection Agency's nome, oddress, phone numbers, fox number ond
emoil oddress(es).
Unique idenfificolion of fhe report ond of eoch poge.
Clienf nome ond oddress.
Nome ond oddress of fhe Design Professionol of Record, ond ofher Designers
or Engineers opplicoble fo fhe project.
Description of fhe type of inspection performed.
Any unresolved deviolions, exclusions, ond oddilions to or from the opproved
drowings ond specificotions relevonl fo fhe specific inspection or tesl.
Complionl ond/or non-complionf observolions or tesls.
Descdplion of locofion where fhe inspeclion wos performed within the projecl.
Time qnd dofe oI fhe inspeclion.
The nome, signofure, fifle ond idenlificolion number, os oppropriole, of lhe
Field Inspeclor performing fhe inspection.
END OF SECTION
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REGULATORY REQUIREMENTS
I.OI PERMITS AND FEES
I A. See Generol ond Supplemenlory Condilions.
- l.Oz CODES AND ORDTNANCES
r A. Complionce: All conlrocfors sholl comply wiih oll opplicoble codes, ordinonces ond
regulofions in effecl ol time of bid opening including bul noi necessorily limited lo
I following:
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Applicoble locol codes ond ordinonces
I Uniform Building Code, 1997 Edifion
I Uniform Mechonicol Code, 1997 Edition
Uniform Plumbing Code. 1997 Edilion
r Governing fire deportmenl requiremenls
I Utility compony requiremenlsr Stofe of Colorodo Energy Slondords
Stofe Deporfmenl of Lobor Requiremenls
I Sfole Deporlmenl of Heolth Requirements
I Nolionol Fire Prolecfion Associotion Slondords
Slofe ond Federol Soft;ty ond Heqlfh Lows
I NFPA 70 - Notionol Eleclricol Code
I Americons wilh Disobilities Acl/Accessibility Sfondords
r B. Discreponcies: lf discreponcies occur between Conlrocl Dor:uments, locol codes, locol
I ufility requirements, elc., mosl slringenl requiremenis sholl opply.
END OF SECTION
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ABBREVIATIONS AND ACRONYMS
I I.OI RELATEDREOUIREMENTS
I A. Drowing or Schedule Abbreviofions: As noted on Drowings or schedules.
I l.o2 spEctFtcAnoN LANGUAGE EXPLANATTON
I A. These Specificofions ore of obbrevioled, simplified or skeomlined type ond include
incompleie senlences.l. Omissions of words or phroses such os "the conlroclor sholl", "in conformity
therewith", 'sholl be", "os nofed on lhe Drowings", "q", "the", ore inlenlionol.2. Supply omilled words or phroses by inference.3. Supply words'sholl be" or "sholl" by inference when colon is used within sentences or
Phroses.4. Supply words'bn the Drowings" by inference when "os indicoted" is used with
sentences or phroses.
5. "Provide" sholl meon furnish ond instqll.
I,O3 ABBREVIATIONS AND ACRONYMS
A. Reference in Confrocf Documenfs fo trode ossociofions, technicol sociefies.
recognized oulhoriiies ond ofher inslilufions include following orgonizolions which ore
somelimes refened lo only by conesponding obbreviotions or ocronyms:
AA Aluminum AssociolionAAMA AmericonArchileclurolMqnufoclurer'sAssociolion
ACI Americon Concrele InsfituleAF&PA Americon Foresl ond Poper AssociolionAIA Americon lnslilule of ArchiteclsAISC Americon Inslilute of Steel ConslruclionAlSl Americon lron qnd Sleel InstituleAITC Americon lnslifule of Timber Consfruclion
I ANSI Americon Nofionol Slondords Inslitule
I APA APA - The Engineered Wood AssociofionASHRAE Americon Society of Heofing, Refrigeroling ond Air Conditioning Engineers
I ASTM ASTM Iniernolionol
I AWI Archileclurol Woodwork InsliiuieI AWPA Americon Wood Preservers AssociqlionAWC Americon Wood Council
I AWS Americon Welding Society
I BIA Brick Industry AssociotionCDA Copper Developmenf Associolion, Inc.
I CRA Colifornio Redwood Associofion
I CRSI Concrefe Reinforcing Steel InslifuleCS Commerciol Slondord (U.S. Deporfmenl of Commerce)
I CSI Conslrucfion Specificolions Instilute
I DFPA Douglqs Fir Plywood Associolionr FGMA Flot Gloss Morkeling AssociolionFM Foclory Muluol Engineering Division
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Federol Specificolion
Gypsum Associofion
Inlernolionol Conference of Building Officiols
Inlernolionol Code Council
Morble Instilute of Americo
Militory Specificolion
Metol Lofh Monufoclurer's Associolion
The Notionol Associolion of Archileciurol Metol Monufocfurers
Nolionol Bureou of Sfondords
Nolionol Concrete Mosonry Associotion
Nofionol Electric Code (of NFPA)
Notionol Electricol Monufoclure/s Associoiion
Nofionol Fire Profection Associolion
Nolionol Lumber Grodes Authorily
Notionol Ook Flooring Mqnufqcturer's Associolion
Nofionol Poinl, Vornish ond Locquer Monufoclurer's Associolion
The Notionol Tenozo ond Mosoic Associotion
Nolionol Wood Window ond Door Associotion
Occupotionol Sofety ond Heollh Adminislrolion
Portlond Cemenf Associotion
Prestressed Concrele Inslilule
Porceloin Enomel Insiiluie
Producl Sfondord (U.S. Deportmenl of Commerce)
Steel Deck Instilule
Sleel Joisf Insliiufe
SMACNA Sheet Metol ond Air Condilioning Conlrqclors Nolionol Associqiion
Southern Pine Council
The Society of fhe Plostics Induslry, Inc.
Soulhern Pine Inspection Bureou
Simplified Proctice Recommendotion (U.S. Deportmenf of Commerce)
Society for Profective Cooiings
Steel Window lnsfilufe
Tile Council of Americo
Thermol Insulolion Monufoclurers Associqlion
Truss Plote lnstitute
Underwriiers' Loborolories, Inc.
U.S. Green Building Council
West Coosl Lumbermen's Associolion
Wire Reinforcement Inslitute
Weslern Red Cedor Lumbermon Associolion
West Coqsl Lumber Inspecfion Bureou
Western Wood Producls Associotion
B. Ofher Abbreviqtions ond Acronyms:
FS
GA
rcBo
tcc
MIA
MIL
MLMA
NAAMM
NBS
NCMA
NEC
NEMA
NFPA
NLGA
NOFMA
NPVLMA
NTMA
NWWDA
OSHA
PCA
PCI
PEI
PS
sDl
sJl
sPc
sPl
SPIB
SPR
ssPc
swl
TCA
TIMA
TPI
UL
USGBC
WCLA
WRI
WRCLA
WCLIB
WWPA
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ADAAG
tBc
UBC
Americons with Disobililies Acl
Americons with Disqbilities Acl Accessibility Guidelines
Infernolionol Building Code
Uniform Building Code
END OF SECTION
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REFERENCE STANDARDS
I.OI AUALITY ASSURANCE
A. Reference Slondords: For producis or workmonship specified by ossociolion, lrode or
federol slondords, comply wilh requiremenls of stondord, excepl when more rigid
requiremenfs ore specified or ore required by opplicoble codes.l. No provision of ony referenced slondord specificotion, monuol or code {whelher or
not specificolly incorporoled by reference in the Conlroct Documenis) sholl be effeclive
fo chonge duiies ond responsibilities of Owner, Confrqcfor or Archilect or ony of lheir
consulfonis, ogenls or employees from fhose set forth in Controct Documenls, nor sholl ii
be effeclive fo ossign lo Archilect or ony of Architecl's consullonls. ogents or employees
ony duty or oulhority to supervise or dkecl furnishing or performonce of work or ony duty or
oulhority lo undertoke responsibilities controry lo provisions of Generol ond Supplemenlory
Condilions.
B. Effeclive Dofe: Dole of slondord is ihof in effect qs of documenls dole excepl when
specific dote is specified or when slondord is port of opplicoble code which includes
edifion dote.
C. Copies: When required by individuol sections, obtoin copy of siondord. Moinloin copy
ot job sile during work.
1.02 UL FIRE RESISTANCE DIRECTORY
A. Where UL design numbers ore referenced on Drowings, ossenlblies sholl comply with
Underwrilers Loborolories Inc. Fire Resisfonce Directory, Volurnes I ond 2, lolest edition, in
oddition lo requkemenls of opplicoble specificolion sections.
B. Moinloin copy of Underwrilers Loborolories Inc. Fire Resislonce Direclory, Volumes I ond
2, lotest edition, on sile during oll work on UL clossified systems.
END OF SECTION
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sEcTtoN 01500
TEMPORARY FACILITIES AND CONTROLS
I.OI TEMPORARY ELECTRICITY AND LIGHTING
A. Generol:l. Generol Controcfor:o. Provide lemporory eleclricol service to sile including inslqllotion of meter.b. Remove temporory service lo sife upon complelion of work.c. Poy for electricity used lhrough lemporory ond permonent sysiems up to dole
of Notice of Subslontiol Complelion.2. Division 16 Conlroclor:o. Provide temporory wiring, outlets, lights, etc. from lood side of meler os
required for conslruction power ond lighting during conslrucfion period.b. Remove femporory service ond dislribuiion system from lood side of meter ond
dislribuiion upon completion of work.3. Service ond Disfribution Sysfem: l2O/208 voll, I phose, 3 wire.q. Properly ground in occordonce with NEC.b. Provide ground foult inlerupters os required by code.
Temporory Power Dislribufion:l. Division l6 Conlroclor:o. Provide, insloll, ond mqinioin lemporory overheod wiring to building ond
lemporory loop providing lemporory power ond lighling service os specified.b. Provide minimum of one double duplex l20V ouflel for every 100 lineol feet of
temporory loop.2. Eoch Confroctor:q. Provide exlension cords necessqry to convey elecnicity from lemporory loop
oullels lo locolions of work.
b. Provide speciol power required for welders or olher speciol equipment.3. Dislribulion equipmenf ond wiring devices for temporory power ond lighfing need
not be new, however, inslollolion sholl conform lo sofe generol procfice os required
by OSHA.
Temporory Lighling:l. Division l6 Confroclor: Provide one lighl for every inlerior room regordless of squore
footoge oreo excepl closels ond pipe chqses. In lorger rooms, provide one lighl for
every 750 sq. fi.
2. Eoch Conirqclor: Provide plug-in portoble lights os required for tqsk lighting.
D. Use of Permonenl SySlems:l. After work is compleled fo exlenf ihol permonenl eleclric service inlo building is
instolled ond permonenl ouflels ore ovoiloble, permonenl syslem moy be used os
necessqry for power ond light.2. Permonenl bronch circuil wiring moy be used to supply pigloil lighls if protected by
properly sized circuit breoker or fuse. Do nof use permonenl receplocles for
conslrucfion power.
3. Eoch Confroclor:o. Be responsible for domoge lo permonenf wiring or fixtures os resulf of
lemporory use.
b. Reploce receptocles ond device ploles showing weor or obuse.
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4. Division 16 Conlroctor:o. Provide lomps necessory lo lempororily light work in permonenily instolled
fixlures.
b. Cleon permonently inslolled light fixlures ihot ore used for femporory lighting
during consfrucfion using melhods ond moteriols recommended by
monufoclurer.
c. Remove lomps used tempororily in permonenl fixlures ond reploce with new
lomps ol complelion of work.
1.O2 TEMPORARY HEAT AND ENCLOSURES
A. Temporory Heol: Provide lemporory heol necessory for execuiion of work. lnsloll,
moinloin ond operole lemporory heofing opporolus in monner to focilitote work, so work
con continue ond so finished work will nol be domoged.
B. Enclosures: Provide lemporory enclosures necessory for holding lemporory heot for
mosonry ond concrete work ond for thowing frozen ground.
C. Use of Permonenl System:L After building is entirely permonenlly enclosed, glolng of exlerior openings
compleled, permonenf or femporory doors on exlerior openings ond permonent
heoling syslem instolled ond copqble of being odequolely conlrolled, permonenl
heoting sysiem moy be used lo provide heol for building.2. Division 15 Conlrctctor:o. In using permonenl heoling system, qssume complele responsibility for ils
proper oper(ltion ond for ony domoge ihqt moy cccur lo heoling opporolus
or ony phose of work excepl such weor ond leor lhof would ordinorily result
from normol usoge.b. At complelion ond before work is occepled by Owner, cleon oir venls ond
coils, cleon cleonoble filters ond reploce replocemenl oir fillers.3. Generql Controclor: Poy for gos ond electricity used in connection wilh operolion
of permonenl sysfem up lo dole of Notice of Subslonliol Compleiion.4. Generol Conirqclor ond Division l5 Controctor: lf perm,f nent heoting system is
used during construcfion, remoin responsible for full mechonicol wononty from dofe
of Nolice of Substonliol Completion.
I.O3 TEMPORARY WATER
A. Temporory Woter: Provide os required for execution of work.l. Provide service, temporory connecfions, plumbing, piping, eic. necessory lo convey
some lo ploces needed.2. Poy forwoler used ihrough temporory ond permonenl syslems up to dole of Nofice
of Subsionliol Compleiion.A. Exisling System: Conlroclor moy connect to exisling woter dislribufion system for source
of lemporory woter.L Coordinole locolion ond meons of connection wilh Owner.2. Provide temporory conneclion, plumbing, piping. elc. necessory lo convey some lo
ploces needed.3. Owner will provide woler consumed from exisfing sysleln for use during conslruclion
of no cost lo Confrqctor
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I r.o4 TEMpoRARy sANrARy FAclLrTrEsI
A. Toilel Focililies: Provide ond moinfoin, in neql ond sonilory condilion, odequole
I chemicol foilel focilities for use of employees engoged on work, in complionce with
I requiremenls of opplicoble codes, regulolions, lows ond ordinonces.l. Toilels in existing buildings sholl not be used.
I r.os FTELD oFFtcE AND oTHER TEMpoRARy sTRUcTUREs
- A. Field Office: Provide ond mointoin suiloble lemporory field office.
I l. Telephone Service: lnsfoll lelephone in field office. Poy for instollolion,r mointenonce, removol ond other chorges for use of telephone.2. Mqke office ond telephone ovoiloble for use by Owner ond Architect.
I B. Temporory Structures: Provide temporory slructures ond storoge oreos os required.L Remove offices ond olher lemporory slruclures from site upon completion of work.
11 2. Locote on siie in orderly monner os determined by Conlroctor.
I.06 TEMPORARYPROTECTIVEFACILITIES
I A. Provide ond moinloin profective devices ond focilities for proteciion of public ondI generol proteclion of workmen on projecl.
l. Provide worning signs ogoinsl hozords creoted by such ilems os proiruding noils,
I hoists, well holes, window openings, sloiwvoys ond folling moteriols.
I o. Donger lights: Keep lighled eoch nighl from sundown fo sunrise.2. Provide ond mqirrlqin fire exlinguishers ond oclive fire hydronts where required.
I Moinloin fire lones fo hydronfs ond other equipmeni os necessory for proper fire
I proteclion during conslruction.r 3. Provide temporory wolks, roodwoys, trench covers, bonicodes, bulkheods, roilings.
I ffffi'Ei:t"::d sisnols, elc. required forwork by opplicoble sofety lows ond
I 4. Moinloin lemporory proleclive focilities in good condition throughoul term of work.
Remove ol complelion of work. Repoir ond reploce work domoged by lemporory
profeclive focilities.
I B. Eoch Subcontrqclor:
I l. lf in performonce of his subconirocl, il becomes necessory, convenient or odvisoble
I lo remove, reploce or inferfere wilh ony sofety devices or confrols instolled by
Controclor or onolher subconlroctor; subconlroctor sholl reploce or reslore such
t 2. fl'Jl'"fi:J:f ,tJ,?ill?",".s or conirors ore nor so reproced or resiored,I subcontrocior sholl reimburse Conlroclor for doing so for subconlrocfor's occounl,
or by deducl chonge order io his subconlroct.
I t.o7 ELEVATORS
r A. Elevolors: Nol be used by trodes ofher thon elevotor instoller withouf writlen permission
I of Architecf.r l. In evenl permission is given, trode using elevotor shqll ossume full responsibility for
protection of equipment, cors, doors qnd fromes, including refinishing os moy be
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his srondord rotes for servicins erevoror
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2. In oddition, user ogrees to sign elevotor insfoller lemporory occepfonce form ond
be bound by lerms ond condilions thereof.3. Usoge of ony elevolor sholl not offecl ony conditions of wononty or wononfy period
for elevolors os specified.
I.O8 SCAFFOLDING AND RTJNWAYS
A. Scoffolding: Provide os necessory for work.
B. Runwoys, Guord Roils, Plotforms ond Similor Temporory Consiruclion: Provide ond
moinloin for sofe performonce of controcl.l. Provide focilities of type ond onongemenl os required for lheir specific use.
subslontiolly conslructed. strongly supported, ond well secured.2. Comply with opplicoble sofety lows ond codes.
1.09 closuREs
A. Temporory Closures: Erecl over openings when weother condilions render such oction
necessory for proper instollotion of work.
I.IO PROTECTION FOR WORK IN PLACE
A. Work in Ploce: When subject to injury becouse of operolions being conied on odjocent,
cover, boord up, or subslonliolly enclose wilh odequote proleclion.l. Block ond boord heods, jombs ond sills of permonenl openings used os
lhoroughfores for introduction of work ond moteriqls.2. Conslruct forms of protecfion in monner thot, upon complelion, enlire work will be
delivered to Owner in undomoged condilion.
I.I I CONSTRUCTION FENCE
A. Consfruction Fence: Provide os required for security ond protecfion of he public.,| Fence: 5-O'high choin link fencing with steel posls 8'-0 o.c.2. Goles: Provide where indicqled ond required. Keep gotes closed ond locked ofler
working hours.3. At complelion of exlerior work (except sile development work), remove fences from
the site. Polch ospholt domoged by fence posls ofler removol.4. See Seciion 0l100 regording restricfions on use of sile.
1,12 PROJECT IDENTIFICATION SIGN
A. Sign: Furnish ond insloll poinfed project idenfificotion sign consisling of 4'x 8'x 3/4"
plywood with exferior glue on 2x ond 4x supporling slructure.l. Exocl Design, Text ond Colors: Provided by Architecl, including nome of building
ond Owner, ony emblem selecled by Owner. Architecl's nome, nomes of
Archilect's principol consullonls, Conlrocfor's nome, ond nomes of firms execuling
principol pqrts of fhe work.2. Ploce in locotion directed by Architect ond mqintoin for durolion of project.
l.l3 AccEss
A. Limil occess lo necessory routes to perform ihe work.
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oA 0210 015@.4
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I r.r4 TEMPoRARY coNTRoLsI
A. Generol: Comply wilh locol codes, ordinonces ond regulotions.
I B. Noise: Minimize noise neor residenliol oreos. Properly muffle equipmenl. Do nof operole
noisy equipmenl ofler hours.
I C. Dusi: Conlrol when construclion procedures resull in dusl ihot becomes nuisonce lo
Owner, privole property or troffic.
I D. Wofer: Conlrol flow of woler of site to prevenl domoge lo Crwner's privote ond publicI focilifies.
I E. Debris: Continuolly police work lo prevent collection ond scqtlering of debris
I uncovered, loosened, or coused by prosecufion of work.
I F. Pollufion: Ioke precoulions fo prevenf spilling ond littering oi woter polluiing subslonces.
I Do nol dump ony foreign moleriols inlo sewer ond slorm sewer colleclion syslems.l. Burning of debris or ony other oir polluting methods or equipmenl nol ollowed.
I G. Erosion: Provide focililies necessory to prevent erosive domoge lo Owner's property ondI lo odjocenl properties.
I I.I5 CLEAN UP
I A. Generol: Mointoin projecf ond sile in cleon ond orderly condilion. Periodicolly cleon
r inierior oreos. Regulorly remove wosle moteriols, debris ond rubbish from sife.
II B. Eoch Subconlroclor: Cleonup work on doily bosis. Foilure to cleon up will result in
cleonup by others wilh such costs being bockchorged to Subcontroclor by deducf
I chonge order to his subcontrocl.I
C. Inlerior Areos: Cleon prior lo stort of finish work ond continue cleoning os required.
I Control cleoning operotions so lhol dust ond olher porticles will nol odhere to newly
I cooled surfoces.
r D. Finol Cleoning: See Secfion 01741.
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END OF SECTION
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sEcTtoN 01569
TREE AND PLANT PROTECTION
PART I - GENERAL
I r.0r SUMMARY
r A. Section Includes:
I l. Proleclion of existing irees indicoled io remqin.I 2. Prolecfion of olher exisfing plonls indicoted to remoin.
I B. Reloled Sections:
I l. Sife Groding ond Excovotion: Section 02300 Eorthwork
I PART2-PRODUCTS
r 2.or MATERTALS
I A. Bonicodes: Conlroctor's oplion os oppropriote lo serve required purpose ond occepledr by Architect.
I PART3-EXECUTION
I 3.OI TREE AND PLANI PROTECTION
I A. Generol: Preserve ond prolect existing lrees ond plonls ot sile thof ore designoted fo
remoin, ond fhose odjocenl to sile.
I B. Boniers: Provide temporory bonien to height of six feel, oround eoch, or oround eqchI group, of trees ond plonls of drip line.
I C. Trimming: Consull wifl' Archilecl, ond trim ogreed on roots ond bronches fhot inferfere
t wilh consfrucfion.l. Employ quolified tree surgeon lo remove, ond to lreot culs.
r 2. Trim under Archilecl's direction.
I 3. Do nol cul roots greoter lhon I " in diometer Wlhout odvonce nolice fo Architecl.4. Cut close lo boles in monner fhof tree will presenl bolonced oppeoronce.
r 5. Treol scors resulling from removol of bronches over l" in diqmeler wilh heovy coot
I of opproved lree point.
D. Rool Sysfems: Mqinloin nolurol cover of lurf oround rool syslems. Reploce lurf if
I necessory.
I E. Slockpiles: Ploce stockpiles of lopsoil ond olher excovoted moleriol so lhol they will nol
I slough off onlo rool syslems of exisling frees.I F. Conlominoles: Dispose of solvenls, oils ond olher moleriols lhol moy be hormful fo plonl
- life in conloiners ond remove from sile. Remove ond reploce confominoted soil with
I good soil ot complefion of work.
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0r569-l
G. Areqs Under Trees: Wilhin drip line of existing lrees lo remoin:l. Do nol ollow vehiculor hoffic or porking.
2. Do not sfore moferiols or producls
3. Prevent dumping of refuse or chemicolly injurious moleriols or liquids.4. Prevenl puddling or conlinuous running woler.5. Do nol leove diesel or gosoline equipmenl running.
H. Proieclion: Corefully supervise excovoting, groding ond filling ond subsequenl
consfruclion operolions, lo prevenl domoge lo plont moleriols. Prolecl ogoinst breoking
ond skinning of rools ond skinning ond bruising of bork.
3.02 TREE REMOVAL
A. Generol: Remove trees indicofed fo be removed.
B. Removql; Include new ond old slumps of trees ond lheir roots. Fell trees in monner nol lo
injure slonding hees, plonfs ond ofher improvements lo remqin. lf impossible lo remove
roofs, grind slumps fo 6" below finish grode.
3,03 REPLACEMENT
A. Generol: Be responsible for core ond preservotion of exisiing trees ond ofher ploni
moleriol fhol ore indicoled lo remoin.
B. Reploce, or suilobly repoir, frees ond plonls designed fo remoin which ore domoged or
deslroyed due lo conslruclion operotions.l. Architect will delermine repoir ond replocement requiremenls.2. For lrees impossible lo reploce, Archilect will ploce volue on units bosed on lolest
edition of "Guide for Btoblishing Volues of Trees ond Ofher Plonts" prepored by
Council of Tree ond Londscope Approisers.
END OF SECTION
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oA 0210 01569-2
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sEcTtoN 01600
a
PRODUCT REQUIREMENTS
I I.oI RELATED REQUIREMENTS
I A. Generol ond Supplemeniory Condifions.I
I.O2 PRODUCTS
I A. Producis: lnclude moleriol, equipmenl ond systems.L Comply with specificotions ond referenced stondords os minimum requiremenls.o. Componenfs of Specified UL Design Assemblies: Producls supplied sholl be
I limiled to products listed in UL Fire Resisionce Direclory.
- 2. Componenfs Supplied in Quonlity wilhin o Specificofion Seclion: Some ond
I 3. 3:1*:ffiTt5ots ond equipment removed from existins sfructure. except osI specificolly required, or ollowed, by Coniroct Documerrls.
I I.O3 TRANSPORTAIION AND HANDLING
I A. Tronsporlofion: Tronsport products by methods lo ovoid product domoge; deliver in
r undomoged condilion in monufocturer's unopened conloir':ers or pockoging, dry.
Ir B. Hondling: Provide equipment ond personnel to hondle proclucts by methods to prevent
soiling or domoge.
I C. Inspeclion: lnspecl shipments lo ossure producls comply wifh requiremenls, quonlities
ore conecl, ond products ore undomoged.
I l. Rejeci domoged ond defective items.
I D. Eoch Subconlroclor: Be responsible for hoisting ond slocking ol his moleriols ond
r equipmenl on sife.
I l. Moleriol Stocked on Floors: Polletized or pockoged in oppropriote conloiners onr floor-by-floor bosis.2. MoferiolStocking: Coordinofedwilh Conlroctor'ssuperinlendenl.
I I.O4 STORAGE AND PROTECTION
I A. Sloroge: Slore producls in occordonce with monufocturer's recommendolions, with
I seqls ond lobels inloct ond legible. Siore sensiiive products :n weolhertight enclosures;
moinfoin within lemperolure ond humidity ronges required kry monufocturer's
I recommendotions.
I l. Siore loose gronulor moteriols on solid surfoces in well dr'oined oreo; prevenl mixing
wilh foreign molter.
I B. Exferior Sloroge Profeclion:I l. Fobricoted Producls: Ploce on sloped supports obove ground..
2. Cover producls subject to deteriorolion wilh impervious sheef covering; provide
ventilotion fo ovoid condensotion
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C. Inspeclion: Anonge storoge to provide occess for inspectiorr. Periodicolly inspecf fo
ossure producfs ore undomoged, ond ore moinloined under recommended condifions.
I.O5 INSTALLATION
A. Pre-lnsfollolion Conferences: Hold pre-inslollolion meeting ol site before inslollolion of
eoch unii of work ihol requires coordinolion wilh other unils of work. Instoller ond
monufoclurer's represenlofives of porticulor work ond offecfed work sholl ottend.l. Notify Architect of meeting lime.2. Discuss coordinotion of work wifh olher work including shop drowings, product dolo,
possible conflicls, compotibility concerns, occeplobility of substroles, prolection,
elc.3. Record significonf discussions of eoch meefing, ogreemenls, disogreemenls ond
finol plon of oclion. Distribufe record io lhose in ollendonce ond lo Archiiect.4. Do nol proceed with unil of work unlil pre-insfollqlion meeting is successfully
concluded wilh ogreed upon plon of oclion.
B. Inspeclion of Subslrotes: Require insloller of eoch mojor unil of work lo inspecl subslrole
to receive work ond conditions underwhich work is to be performed.l. Insloller: Report unsotisfoclory condilions fo Generol Conlroctor in writing with co py
to Architecl.
2. Do nol proceed with work unlil unsolisfoctory conditions hove been conecled fo
sofisfoclion of insloller.
Monufocturer's Inskuctions: Where inslollolions include monufoclured producls, comply
wilh monufoclurer's opplicoble instructions ond recommendoiions for instollotion, lo
exlenf lhot lhese inslruclions ond recommendolions ore mo'e explicif or more siringent
lhon requirements specified or indicoled.l. Notify Architecl of ony conflicls between monufoclurer's instruciions or
recommendolions ond requiremenls specified or indicoled.
Affochmenl: Provide. ollochmenl qnd connection devices qnd melhods for securing
work.
L Secure work lrue lo line ond level, ond wifhin specified toleronces, or if not
specified, induslry recognized toleronces.
Allow for exponsion ond building movemenl.
Exposed Joinfs:o. Provide uniform joinl width.b. Anonge joinls to obfoin besl visuol effecl.c. Refer queslionoble visuol-effecl choices lo Archilecl for frnol decision.
Meosurements ond Dimensions: Recheck os integrol slep of slorting eoch inslollolion.
Climotic Conditions ond Projecl Slotus: Instoll eoch unil of vork under conditions lo
ensure besl possible resulls in coordinolion wilh eniire project.
|. lsolqle eoch unif of work from incompolible work os ne -essory lo prevenl
deteriorolion.2. Coordinole enclosure of work wilh required inspeclions rnd fesls lo minimize
necessity of uncovering work for those purposes.
Mounling Heights: Where nol indicoted, mounl individuol unils of work ol industry
recognized slondord-mouniing heights for porticulor opplicotion indicofed.l. Refer queslionoble mounling heights choices to Archilecl for finol decision.
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oA 0210 0160G.2
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I r.06 PRoDUcTS LrsTIA. Submittol: Wfhin 30 doys offer Notice of Aword, lronsmil fhree copies of list of mojor
I producls thot ore proposed for insfollqlion, including nome of monufoclurer.
t L Tobulole producls by specificotions seclion number, litle, ond orlicle number.2. For products specified only by reference slondords, givL) monufoclurer, lrode
nome. model or coiolog designolion, ond reference slqndords.
r B. Archilect: Will promptly reply in writing wheiher lhere is reosonoble objeciion to listed
items. Foilure to objecf fo lisled ilem sholl not conslitute worver of requirements ofI Controcf Documents.
T
1.07 PRODUCTS OPTIONS
I A. Producls Specified by Reference Siondords or by Description Only: Any product meet:ng
those slondords.
I B. Producls Specified by Noming One or More Monufoclurers with Substitulion Porogroph:r Producls of nomed monufoclurers meeting specificotions. Submif request for subslilulion
for ony monufoclurer nol specificolly nomed.
I l. Producls of occeptoble monuf'oclurers ore subject lo requirements of specificotionsI for specified product.
I C. Producls Specified by Noming One or More Monufoclurers: Producls of nomed
I monufoclurers meeting specificotions; no oplions, no substii-rlions.l. Producls of occeploble monufoclurers ore subjecl to rr:quirements of specificotions
- for specified producl.
r D. Producls Specified by Noming Only One Monufoclurer No option, no subslitufion
qllowed.
I I.O8 LIMITATION ON SUBSTITUTIONS
I A. During Bidding Period: lnslructions to Bidders specifies limes for submitfing requesls for
I subsfitutions. Submif requesls lo Archilecl ollowing odequoie time for review prior to bid
ond in complionce wilh requiremenls of lhis seclion.
I B. Affer Bidding Period: Requesls for subslifulions of producfs ofler dole of Owner-r Conlroclor Agreemenl will be considered only in cose of product unovoilobility or ofher
condifions beyond conlrol of Confrocfor.
t c. subslitutions:l. Will nol be considered when indicoied on shop drowings or producl dofo submittols
I withouf seporofe formol request, when requesled directly by subconlrocf or.or
I supplier, or when occepfonce will require substonliol rer.ision of Confrocl
Documents.
r 2. Do not order or insloll substilule producfs wilhouf wrilfen occeplonce.
I 3. Only one requesl for substilution for eoch product will be considered. When
subslilulion is not occepled provide specified product.
4. Archilect will delermine occeplobility of subslilufions.
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0r 600-3
I.O9 REQUESTS FOR SUBSTITT,IIONS
A. Submitlol: Submit two copies of eoch requesl. Submil seporole request for eoch
subsfifulion.l. ldenlify products by specificofions section ond orlicle numberi.2. Provide mqnufocturer's nome ond oddress, frode nome of producls, ond model or
cofolog number.3. Lisl fobricolors ond suppliers os oppropriole.
B. Documenlolion: Documenf eoch requesf with complele d<rlo subsfontioting
complionce of proposed substitulion wilh requhements of Cr: nlrocf Documenls:
| . Aitoch Producl Dolo os specified in Section 0l 330.2. Give itemized comporison of proposed subslilufion wiih specified produci, listing
voriotion, ond reference to specificolion section ond orticle numbers.3. Give quolity ond performonce comporison between proposed subslitution ond
specified product.
4. List ovoilobility of mqintenonce services ond replocement moieriols.5. Slqte effecf of subslitulion on conslruction schedule, ond chonges required in olher
work or products.
6. Reference UL Fire Resislonce Direclory design number if opplicoble.
I.IO CONTRACTOR REPRESENTATION
A. Requesl for Substifulion: Represenlotion thot Controclor hos investigoted proposed
product ond hos delermined thot it is equol to or superior in oll respects to specified
producf:
l. Conlroctor Wll provide some woronty for substilution oi for specified producl.
2. Conlroclor will coordinote inslollotion of occepled sub;tilule, moking such chonges
os moy be required for work to be complete in oll respects.3. Controclor woives cloims for oddifionol cosls reloled to substitulion ihol moy loter
become opporent.
B. Replocement: lf substitufed producls do not meel or exceed obove requirements,
whether before, during, or ofter incorporoled into work, Conlrocfor sholl, ol no oddilionql
cost lo Owner, reploce subslituted producfs with producls originolly specified.
I.I I SUBMITTAL PROCEDURES
A. Archilecf: Will review Conlroclor's requesls for subsiilufions wilh reosonoble promplness.
l. lf occepfed by Architecl, producls proposed for substitulion will be occepted
subject to modificoiions by monufocfurer, if necessory, lo meel deloiled
requiremenls of drowings ond specificolions.2. Archilect will not moke exhouslive offempl io delermine fhot producls proposed for
substilution ore equol fo, or con be modified in order tc be equol to specified
producls.
B. Archilect'sAcceptonce:
l. During Bidding Period: Archiiect will record occeploble subsfitutions in Addendo.
Acceplonces of subsfifuiions during bid period ore corclitionol upon further
invesligolion ofler oword of conlrocl.2. After Aword of Conlrocl: Archilect will notify Conlroclor, in writing, of decision lo
occept or rejecf requested subslilulion.
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For Accepled Products: Submil shop drowings, producl dofo, ond somples in
occordonce Wth Secflon 01330.
END OF SECTION
or60G.5
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sEcTtoN 01722
FIELD ENGINEERING
PART I - GENERAL
t t.or SUMMARY
r A. Section Includes: Field engineering services required for pro.-rer execulion ond
I complelion of work under this controci.
B. Relofed Sections:
I l. Record Documenls: Seclion 01780 Closeoul Submiflols.I
1.O2 SITE SURVEY
I A. Survey: Prepored for Owner by his seporole consullont.L Such doto is offered solely for reference ond is not port of Conlrocl Documenls.
1; 2. Dolo contoined in survey is believed fo be relioble; however, Archilect does nol
I guoroniee ils occurocy or completeness.r 3. Three sels of site survey will be provided lo Confroclor for his use on this projecl.
I r.o3 SUBMTTTALstA. Quolity Conlrol Submittols:
I l. Surveyor or Engineer: Submit nome ond oddress of surveyor or professionol engineer
t lo be employed by Confrocfor fo Archilecl for occeplonce before beginning work
ol site.
r 2. Documentoiion ond Records: Surveyor or engineer shcll moinfoin compleie ondt ff?',,'A:",','$:lH';X*il;JJ:J$:?fiL'::';i;'*:J"jffi:'or Architect'
3. Complelion Certificole: Upon complelion of work, submil cerfificole lo Archilect
I signed by suryeyor or engineer certifying thot elevotions ond locolions ore int conformqnce with Controct Documenfs. Note ony iierr,s of non-conformonce.
I I.O4 QUALITY ASSURANCE
I A. Quolificoiions: Employ lond surveyor or professionol engineer regislered in Slole of
"-,\r/\rodo ond occepfoble to Owner ond Architecl.II B. Surveyor or Engineer: ilesponsible for locqlion of building ond mojor sife elemenls;
esloblishmenf of building horizonlol ond verticol conlrols; inslollolion of conlrol stqkes qs
I required; ond finol certificofion ihot finish groding hos been :ompleled wilhin ioleroncesI specified.
I PART2- PRODUCTS
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Not Applicoble.
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PART 3. E(ECUTION
3.OI PROJECT SURVEY REAUIREMENTS
A. Reference Poinls: Archilecl will identify existing conlrol poinls ond properiy line stokes
indicoled on drowings ond sile survey. lmmediotely upon enlering projecl, locote ond
mointoin benchmqrks ond oll olher grodes, lines, levels ond dimensions. Report ony
enors or inconsislencies lo Archifecl before commencing work.
B. Permonent Bench Morks: Surveyor or engineer sholl estoblish minimum of two permonenl
benchmqrks on site, referenced lo dolq esfoblished by surve ry conlrol poinls.
C. Boller Boords ond Levels: Surveyor or engineer shqll stoke orrl building ond provide ond
rigidly sel boller boords.L Confroctor: Remoin responsible for their moinlenonce ond occurocy.2. From permonenl benchmorks surveyor or engineer sholl oscerloin grodes ond levels
1o building os needed.
D. Preservqfion of Monuments ond Stokes: Corefully preserye monumenls, benchmorks,
property morkers, reference points, ond sfokes,l. In cose of his destruciion of these, the Conlroclor sholl be chorged wilh expense of
replocemenf ond sholl be responsible for ony mistoke or loss of time thot moy be
coused.2. Prolecf permonent monuments or bench morks which musl be removed or
dislurlced until properly referenced for relocofion.
3. Furnish moleriols ond ossislonce for proper replocemenf of such monumenls or
benchmorks.
E. Loyouf ond Control by Surveyor or Engineer:L Building: Esfoblish building horizonlol ond verlicol conlrols by inslrumenlolion.2. Site: Estoblish lines, levels ond locotions by instrumenlolion. Sef conlrol stqkes for
finish groding. Reset slokes os required during progress of work.
F. Completion: Upon complelion of work, surveyor or engineer sholl survey site to verify thot
locolions ond elevotions required by Conlrocl Documents hove been ochieved within.
specified foleronces.
G. Eoch Subconlroclor: Provide complele engineering loyoul for work to be performed
under his subcontrocl, including grodes, elevotions. ond qll olher engineering required to
perform his scope of work.
END OF SECTION
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CUTTING AND PATCHING
- pART | -GENERAL
I r.or suMMARYI
A. Seciion Includes: All cutting, fitting ond potching including reloted excovolion ond
I bockfill, requked lo complete work ond lo:
I L Moke its ports fit together properly.
2. Uncover portions of work to provide for inslollolion of ill-timed work.3. Remove ond reploce defeclive work.4. Remove ond reploce work nof conforming lo requirements of Controcf Documenls.5. Remove somples of instolled work os specified for testing.6. Provide rouline penelrofions of non-slrucfurol surfoces for instollolion of piping ond
eleclricol conduit.
B. RelqtedRequiremenls:
I l. Excovotion ond Bockfill: Seclion 02300 Eorthwork.
I I.O2 QUALITY ASSURANCE
I A. Noiificoiion of Archilecf: Nolify Archilectwell in odvonce of execuling ony culling or
olferqlion lhol offecls:
r l. Work of Owner or ony seporote controclor.
t 2. Sfruclurol volue or infegrity ol ony elemenl of projecl.r 3. Integrity of effecliveness of weolher-exposed or moisture-resislonl elements or
sysiems.
I 4. Efficiency, operotionol life, moinfenonce or sofety of operotionol elements.I 5. Visuol quolifies of sight-exposed elemenis.
r PART2-PRODUCTS
r z.o1 MATER|ALS
I A. Generol: Comply wilh specificofions ond slondords for eoclr specific product involved.I
PART 3 - EXECUTION
t 3.0r EXAMINATION
I A. Existing Conditions:
t l. Exomine exisfing ,:onditions of project, including elemenls subject to domoge or fo
movemenl during cuffing ond potching.
r 2. Afler uncovering work, exomine condilions offecling inslollolion of producls or
I perfornonce of v/ork.
B. Notificofion: Report unsolisfoclory or questionoble condilions lo Architecl. Do not
I proceed wilh work unlil Architecf hos provided further insfructions.I
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3.03
A.
3.02 PREPARATION
A. Prolecfion: Provide odequote temporory supporl os necessory fo ossure structurol volue
ond integrity of offected portion of work. Provide devices ond meihods to prolect olher
porfions of project from domogel. Provide profection from elemenls for lhot portion of project lhol moy be exposed
by cuiting ond potching work.2. Mointoin excovolions free from woler.
CUTTING AND PATCHING
Generol: Provide openings in conslruction lhol ore required for loler wo*.l. Vorious Conirqclors: Be responsible to supply in odvonce, proper ond sufficienlly
deloiled informotion for openings.2. In evenl of foilure fo supply this odvonce informqtion, required cufting sholl be done
only ofler concurence of Architecl ond ol expense of negligent porty.
Cutling:l. Execule cuiling ond demolilion by meihods thot will prevent domoge to olher
work, ond will provide proper surfoces lo receive inslollolion or repoirs.2. Execufe excovoling ond bockfilling by methods which will prevenl settlement or
domoge to other wo*. Comply with Seclion 0230O.3. Employ the originol instoller or fobricofor lo perform culting ond pofching for:o. Weother-exposedormoislure-resistonlelemenls.b. Sighf-exposedfinishedsurfoces.4. Cuf ospholl, concrete or mosonry using mosonry sow or core drill os qpplicoble,
Pneumofic tools will nol be ollowed unless occepled by Archilecl.
Fitling: Execufe fitling qnd qdjuslmenl of products lo provide finished inslollofion lo
comply Wth specified products, functions, loleronces qnd finishes. Fil work oirtight to
pipes, sleeves, ducls, conduil ond ofher penelrofions through surfoces.
Potching: Wherever ony pipe, conduil, ducf, sfeel member, brockef, equipmenl, or
olher mqleriol penelroles or posses lhrough fire+esislonl woll, ceiling or floor, complefely
seol voids in conslruclion wilh cemeni groul, ploster, or fire-resislont moferiol, embedding
seqling moleriol full lhickness of woll, ceiling or floor.
Finishing: Where surfoces ore exposed, finish with some moferiols specified in finish
schedule or mqleriol lhol is on constructed surfoces.l. Work: Accomplish with mechonics skilled in finish trode.2. Refinish enfire surfoces os necessory lo provide even finish to molch odjocent
finishes:
o. For conlinuous surfoces, refinish lo neorest intenecfion.b. For ossembly, refinish enlire unit.
END OF SECTION
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oA 0210 01732-2
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t I.OI RELATEDREQUIREMENTS
I A. cleon-up during construction: Seclion 01500 Temporory Focililies ond Controls.
I.O2 CLEANERS
II A. Cleoners: Professionol cleoners wilh exceplion of cleon up of site ond cleoning
specificolly ossigned lo inslollers ond opplicotors under vorious seciions of Specificolions.
I I.O3 FINAL CLEANING
I A. Exterior: ln oddition to ilems specified below, corefully qnd lhoroughly cleon oll surfoces
I on exterior: concrele, metol, elc.
r B. Gloss: Corefully ond lhoroughly cleon both sides of gloss on<l leove obsolutely cleon
I ond free from poinl, lobels, greose, dirt, efc.r l. Cleoners: Professionol window cleonen.
I C. Hordwore: Cleon ond polish hordwore ond leove cleon qnd free from poinl, greose,I dirt, etc.
I D. Plumbing: Cleon ond polish plumbing fixlures, fillings ond exposed ploled piping. Leove
I cleon ond free from pcinl, greose, dirt, elc. Remove lobels.
r E. Electricol: Cleon ond polish electric fixfures. including glossvlore. swilchplotes, elc., ond
I leqve cleon ond free from poinf, greose. dirt. etc.
F. Equipment: Corefully ond thoroughly cleon items of equipmenl, mechonicol, electricol,I cobinefs, ductwork, elc.
I G. Floors:
I L Resilienl Floor Coverings: Mop wilh worm wqler ond miid delergenl os
I recommended by monufoclurer of flooring. then thoro-ghly mochine buff.2. Corpeling: Vocuum ond cleon. Remove oll spofs os recommended by
monufoclurer.
I 3. Concreie Floors: Domp mop or scrub concrele floors qs required.rl 4. Floors: Leove them thoroughly cleon when building is furned over fo Owner.
I H. Ceromic lile: Remove groul hoze, observing lile mqnufqclurer's recommendofions.I Rinse lile work thoroughly with cleon woler.
r 1.04 COMPLETION
I A. Enfire Work Inside ond Oui: Firsf-closs cleon condifion upon completion before being
occepled by Owner.
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END OF SECTION
r oA 0210 01741-l
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sEcTroN 01741
FINAL CLEANING
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sEcTtoN 01770
CLOSEOUT PROCEDURES
I.OI FINAL SITE REVIEW
I A. Procedures: Following projecl closeoul procedure defines responsibilifies of Confroclor,
Owner ond Archifect in closing project:
r Sfep I Controcfor odvises Archilecl in wrifing thot he hos reoched 'Subslontiol
I Completion" ond provides lisf of ilems lo be compleled or conected. Closeoufr moy be conducled by oreos or portions of work if requested by Owner.
Sfep 2 Architect inspecls work lo delermine if il is subsloniiolly complete, ond issues
Certificote of Substontiol Compleiion plus "Punch List" of items lo be compleled
I orconecled.
Sfep 3 Conlrocior compleles ond/or conecfs oll punch lisl items ond nofifies Architecl
in wriling lhot his work is reody for finol inspeciion. Al this time, finol opplicotion
for poymenl is submilled.
Sfep 4 Archilecf mokes finol inspeclion. When work is for- nd lo be occeploble under
Conlroct Documenls, ond conlroct fully performed, Archilecl will issue finol
Certificofe for Poymenl.
END OF SECTION
I oA o2ro ot77o-I
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sEcTtoN 01780
CLOSEOUT SUBMITTALS
I.OI RELATEDREQUIREMENTS
I A. Operolion ond Moinienonce Dofo Submittqls: Section 01785 Operotion ond
Moinfenonce Dolo.
I I.OI PROJECT RECORD DOCUMENTSI
A. Projecl Sile Record Documenls: Moinloin ot project sile one record copy of following:
I L Drowings
I 2. Specificolions3. Addendo
T1 4. Accepfed Shop Drowings, Producl Dofo ond Somples
f 5. Chonge Orders6. Other Modificolions to Conlroct7 Field Tesl RecordsII B. Record Documenis: Do not use record documents for consiruction purposes. Moinloin
documents in cleon, dry legible condition, oport from documents used for construciion.I
I C. Record Informofion: Lobel eoch documenl "Record Documenf'.l. Mork informolion wilh controsiing color using ink.
1; 2. Keep eoch record cunenf. Do nol permonenlly conceol ony work until required
I informotion is recorded.
r D. Drowings: Record following informolion on drowings:
I l. Deplh of foundotion elemenfs.r 2. Horizonfol ond verticol locofion of underground utilities.3. Locotion of inlernol utililies ond oppurlenonces conceoled in construction.4. Field chonges of dimension ond deioil.5. Chonges by chonge order or field order.6. Detqils not on originol coniroct drowings.
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I E. Specificotions: Record following informolion on specificolions:l. Monufocturer, frode nome, cofolog number ond supplier of producls ond ilems of
ri equipmenl ocluolly inslolled.
I 2. Chonges by chonge order or field order.r 3. Ofher mofters nol originolly specified.
I F. Shop Drowings: Moinloin shop drowings os record documenls recording chonges modea ofler review os specified for drowings obove.
i G. Submiilql: At completion of project, deliver record documenls to Archilecl wifh
I lronsmittol letler conloining dole, projecl title ond number, Conlrocto/s nome ond
oddress, title ond number of eoch record documenf, ond certificotion thot eoch
r documenf is complete ond occurole. Submillol sholl be signed by Conhoctor.
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1.04
A.
FINAL PAPERWORK
Finol Poperwork: Prior fo releose of finol poymenf, Conlroctor sholl deliver following iiems
lo Archilect:l. Inspeclion Certificotes, os opplicoble.2. Conlroclor's Wononty of Moleriols ond Workmonship.
3. Mointenonce Monuols ond Porls Lisls, os specified.
4. All Guoronties, Wononties ond Submitfols, os specified.5. Receipls for Extro Moteriols Delivered fo fhe Owner.
6. Miscelloneous Keys, Swilches, Elc.7. Finol Applicotion for Pqymeni.
8. Consenl of Surety (if ony) to Finol Poyment.
L Controclor's Affidovit of Releose of Liens (AlA Form G706A).
10. Projeci Record Documenls
The obove items ore described in following orlicles or opplicoble seclions of the
specificolions.
INSPECTION CERTIFICATES
Eoch subconlroclor sholl, upon completion of the work, secure in triplicote. certificotes
from ony slole or locol governing bodies hoving jurisdiction ir, dictoting thot the work is in
stricf occordqnce wilh the opplicoble codes ond deliver some fo fhe Confroctor for
tronsmiflql io lhe Owner.
WARRANTIES
One Yeor Conection Period: Remedy ony defecls due to foulty moleriols or
workmonship ond poy for ony domoge lo other work resulling therefrom, which sholl
oppeor in work wilhin o period of one yeor from lhe dole of Notice of Substonliol
Complelion ond in occordonce wiih the ferms of ony speciol wononlies provided in lhe
Controcl Documents. The Owner sholl give notice of observed defecls with reosonoble
promplness.
Wqnonly: Upon complefion of work, fhe Controctor sholl deliver to the Archifeci, in
duplicote, o writfen wononty bqsed on lhe provisions of the Conlroci Documents
properly signed ond nolorized.l. Wononty sholl be oddressed to lhe Owner.
2. Provide seporote wrilfen wononlies from mechonicol ond electricol subcontroclors.
Subconlroctor Wononties: Include lobor ond moleriols signerd by monufoclurer or
subconlroclor os cose moy be ond counlersigned by subcontroctor.l. Address wononty fo Owner.2. Deliver to Archilect upon complelion of projecl ond before or with submission of
requesi for finol poymenf .
Exlended Wononties: Deliver in duplicole exiended wononiies os specified ond dofed
from lhe dofe of Nolice of Subsfoniiol Complelion ond signed by subconiroclors ond
monufocfurers.
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oA 0210 0178G2
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Monufoclurer Wononiies: Deliver in duplicote monufocture,'s worronties qs specified
ond dofed from dole of Nolice of Subslonliol Complelion signed by monufoclurer.l. Monufocfurer's Wononlies: Supplemenl ond nol reploce implied ond express
wononlies provided for by Uniform Commerciol Code. Any slotemenfs in
monufocturer's wononfies denying or limiling responsibility for such implied ond
express wononlies sholl be void.
MISCELLANEOUS KEYS, SWITCHES AND WRENCHES
Submillol: Al completion of project, occouni for oll loose keys for hose bibs, odjustmenl
keys ond wrenches for door closers ond ponic hordwore, keys for electric switches,
eleclricol ponels, etc. ond furn over io Conlrocfor for tronsmillol lo Owner.
OPERATING AND MAINTENANCE DATA
Equipment Monuols: Upon completion of work, submit three typed qnd bound copies of
operoting ond moinlenonce monuol or monuols. B%" x11" in size, to Architecl for his
qcceplonce.
l. Monuol: Hove index with tob dividers for eoch mojor equipment seclion to
focilitole locoting informolion on specific piece of equipmenf.2. ldentify doto wilhin eoch seclion with identificofion numbers os they crppeqr on
drowings ond by specificotion seciion ond orticle number.
Dolo: Include os minimum folloWng dolo:l. Alphobeficol list of oll system components, with nome, oddress qnd 24-hour phone
number of compony responsible for servicing eoch iienr during first yeor of
operofion.2. Operofing inslruclions for complefe sysfem including:o. Emergency procedures for fire or foilure of mojor equipmenl.b. Mojor stort, operotion ond shuidown procedure.
3. Moinfenonceinslructionsincluding:
o. Proper lubriconls ond lubricoling inslruclions for eoch piece of equipmenl.b. Necessory cleoning, replocemenl ond odjuslmenl schedule.4. Monufocfurer's produci dolq on eoch piece of equipmeni including:o. Inslollolioninstructions.b. Drowings ond specificolions.
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1.05
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c. Poris lists.d. Complefewiring diogroms {os-built).e. Morked or chonged prinls locoling qll conceoled ports ond oll voriotion from
originol system design,5. Schemolic diogrom showing componenl ports of sysfem.6. Simplified sysfem descriplion ond preventolive moinlenonce progrom.
C. Operoting ond Mointenonce Dolo: See following sections f:r equipment requhing
operoting ond mointenonce dolo monuols:l. Inigofion Syslem: Section 02810.2. Seeding: Secfion 02923.3. Exterior Plonts: Section 02930.4. Door Hordwore: Section 08710.5. Corpet: Section 09580.6. Elevotors: Sections 11210 ond 14240.7. Mechonicol: Division 15.8. Eleclricol: Division 16.
oA 02r0 0178G.3
See obove seclions for specific requfemenfs of operoling ond mointenonce dolo for
eoch group of equipmenf.
END OF SECT]ON
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0l7BG4oA02r0
I
Middle Creek Affordable Housing
I Town of Vail, Eagle County, Colorsdo
f Peak Civil Engineering, Inc.
r sEcTroN 02201
I SITE CLEARING AND REMOVALSI
T PART1 GENERALI
I.OI SUMMARY
I A. Work Included: Removal and satisfactory disposal of buildings, foundations, fences,
signs, structures, pavements, traffic control devices, utilities, and other obstructions
not designated or permitted to rernain.
I B. Related Work:
r l. Earthwork: Section 02300r2. Slope Protection and Erosion Control: Section 2370.
I t.02 PERMTTSr
Stormwater Construction Permit Grading Permit; ROW Permit; CDOT Access PermitII l.o3 IoB coNprrroNs
I Protection: Protect all vegetation, utilities, structures, and other facilities to remain, from
f damage in a manner acceptable to Engineer. Maintain designated temporary roadways,
walkwavs. and detours.
PART2 PRODUCTS
None.
I PART3 ExEcurroNI
3.01 TOPSOI
I A. Topsoil is defined as friable clay loam surface soil found in a depth of not less
than 4". Satisfactory topsoil is reasonably free of subsoil, clay lumps, stones, and
I other objects over 2" in diameter, and without weeds, roots and other
I objectionable material. Ship topsoil from areas of corstruction and paving to
whatever depths encountered in a manner to prevent intermingling with the
I . underlying subsoil or other objectionable material.
I B. Finely shred all vegetation down to ground line and leave on surface. Remove
heavy growths of grass from areas before stripping. Where trees are indicated to
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stripping a suflicient distance to prevent damase to
I SITECLEARING.O22OT I
I Peak Civil Engineering Inc.
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Middle Creek Affordable Housing
Town of Vail, Eagle County, Colorado
Peak Civil Engineering, Inc.
C. Stockpile topsoil in storage piles in areas indicated or directed. Construct storage
piles to freely drain surface water. Cover storage piles, if required, to prevent
windblown dust. The quantity of loose stockpiled topsoil will be measured by the
Engineer after stockpiling work. Contractor will be required to replace any
missing amount of stockpiled topsoil with specified topsoil.
3.02 CLEARINGANDGRUBBING
A. Clear required areas ofthe site oftrees, shrubs, and other vegetation, except for
that indicated to be left standing. Completely remove stumps, and roots. Remove
debris protruding through the ground surface. Use only hand methods for
grubbing inside the drip line of trees indicated to be left standing.
B, Fill depressions caused by clearing and grubbing operations with satisfactory soil
material. unless further excavation or earthwork is indicated. For materials.
placemen! compaction, and testing comply with requirements of Section 02300.
3.03 STRUCTURES
A. Remove structures within project limits or as shown on drawings. Protect
portions to remain from damage. Damage to be repaired at Contractor's expense.
3.04 UTILITIES
A. Remove designated utility lines within project limits, properly capping or
plugging existing lines to remain. Coordinate all work with the respectivo utility
company.
3.05 PAVEMENTS. CURBS. GUTTER FLATWORK
A. Remove all pavements, curbs, gutter, and flatwork not designated to remain.
Where existing construction is to be partially removed, saw edges to remain in
place on a straight line with vertical face.
3.06 BRIDGES. SEWERS. CULVERTS. DRAINAGE STRUCTURES
A. Do not remove strucfures in use until arrangements have been made to
accommodate traffic, drainage, or inigation requirements.
B. For structures removed down to natural stream bottom, remove those
parts outside steam to I' below ground. Remove all portions within
limits of new construction as necessary to accommodate new work.
C. Maintain satisfactory traflic bypass at all times.
SITE CLEARING - O22OI
Peak Civil Engineering, Inc.
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r! Middle Creek Alfordable Housing
Town of Vail, Eagle County, Colorado
I Peak Civil Engineering, Inc.I
3.07 DISPOSAL
I A. Deposit all removed material in designated waste areas. Grade and shape
disposal site. Complete topsoil and reseeding of site if required. Where disposal
I sites are not designated, r€move and dispose of all waste materials offsite in a
I legal manner,
a 3.08 RESTORATION
A. After removal of obstruction, fill and compact to finished grade in accordance
I
with these specifications.
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END OF SECTION 02201I
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SITE CLEARING - 02201
I
Peak Civil Engineering, Inc.
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I sECTroN 0222ra
BUILDING DEMOLITION
I
PART I - GENERAL
I r.0l SUMMARY
A. Seclion Includes:I ' ::-ffifr:13*:l'":'ff;,TJ:?,5*"o2. Remove ond dispose of exisfing site elemenls os indicoted.
I 3. Cop ond identify exposed ufiliiies.
fl 4. Dispose of debris off sife.5. Cleon up ond leove sile prepored for new conslruction.
I B. Retoted Seclions:l. Conslruclion fence, bonicodes, worning lights ond signs: Seclion 01500 Temporory
I 2 [,::':1?',#i":l!Xll];.o,,oosummoryr 3. Bockfill ond Compoclion of Holes Left Under Demolilion: Seclion 02300 Eorthwork.
I t.o2 euALtTY AssuRANcE
I A. Conlroclor Quolificolions: Minimum of five yeors experience in demolition of similor
I structures.I- B. Regulolory Requirements: Comply with locol codes ond ordinqnces.
I r.o3 PRoJEcT coNDrTroNsr
A. Environmentol Requiremenls: Execufe demolition in monner to limit unnecessory dust
I qnd noise. Buming of mqleriols on sile nol qllowed.r B. Existing Utility Services:
I l. Copping: Anonge ond poy for disconnecling, removing ond copping utility
I services Wlhin oreos of demolition. Disconnecl ond slub off. Notify offected ulility
compony in odvonce ond obtqin opprovol before storting lhis work.
.. 2. ldentificotion: Ploce morkers to indicote locotion of disconnecled services. ldentify
I service lines ond copping locolions on projecl record documenls.
C. Existing Utililies Nol lndicofed on Drowings: Protectony sewer, woter, gos, eleciric or
I oher pipe lines or conduils uncovered during work until they hove been exomined.I l. lf such lines ore found to be obondoned qnd nol in use, remove offecled secfions,2. lf such lines ore found fo be in use, corefully protecl ond corry on work oround
lhem. lf Owner deems it odvisoble fo move such lines, Owner will poy cost of
t 3. 33J13?""t. qny temporory inferuption of service with Owner.
I D. Environmenlol Requiremenls: Execufe demoliiion in mqnner lo limif unnecessqry duslI ond noise. Burning of moteriols on sile nol qllowed.
I
I OA 02t0 02221-1
!
E. Proleclion: Provide necessory femporory shoring ond brocing lo support ond prolecl
portions of existing building during demolition operotions. Leove such shoring in ploce
unlil permonenl supports hqve been instolled. Be solely responsible for design, sofety
ond qdequocy of femporory shoring ond brocing ond its obility fo corry lood for which
inlended.
F. Asbeslos: Asbeslos hqs been removed under seporote confrocl. Nofify Owner of ony
osbeslos moleriols remoining requiring removol.
PART 2 - PRODUCTS
Not Used.
PART 3 - EXECUTION
3.OI PREPARATION
A. Utility Services: Anonge for ond verify terminotion of ufility services for exisling slruclures
io include removing melers ond copping lines. Relocofe utilities os indicoted on
droWngs.
3.02 BUILDINGDEMOLITION
A. Generol; Demolish in orderly ond coreful monner.l. Sprinkle debris os necessory to limit dusl lo lowesl procticoble level. Do not use
wqter fo exlent of cousing flooding, conlominoled runoff or icing.2. Begin demolition ol fop of structures ond proceed lo lowest level. Do nol use
explosives. Breok concrele ond mosonry inlo seclions less lhon three feel in ony
dimension.3. Remove wolls, foundolions ond slobs leoving cleon hole.4. Include removol of foundolions of houses removed by Owner.
3,03 SITE DEMOLITION
A. Sile lmprovements: Remove existing cudc ond gutler, sidewolks, poving ond olher sile
improvements os indicofed
3.04 CLEANING
A. Cleoning: During demolition operolions, keep premises free from occumulqlions of
wosle moteriol or rubbish coused by employees or work, ond ol complelion of work
remove rubbish, lools qnd surplus moleriol ond leqve premises cleon ond reody for
subsequenl woR. Prompily remove wqsle. rubbish or debris from sile.
END OF SECTION
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oA 0210 02221-2
- Middle Creek Affordable Housing
Town of Vail, Eagle Count5r, €olorado
I Peak Civil Engin&ring, Inc.r
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I PARTI GENERAL
I.OI SUMMARY
I A. Work Included:I l. Extent of earthwork as indicated on Drawings.
2. Placement of topsoil.
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il:tr11fl?;T:.t'tili:ff::lrding
srabs' warks' and pavements'
5. Structural fills for buildins slabs.
I B. Related Work:l. Slope Protection and Erosion Control: Section 2370
2. Site Clearing and Removals: Section 02201
I I.O2 OUALITYASSURANCE
I A. Prior to construction, meet with a representative of the Soils Engineer and the Contractor
to discuss site preparation, grading specifications, equipment to be used, and any unusual
soil conditions or special requirements.I
I B. Permits: Stormwater Construction Permit; Grading Permit; ROW Permit;
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C. Testing and Inspection: A testing laboratory to perform soil testing and inspection
services for quality control during earthwork operation shall be employed by the
Contractor.
I.O3 JOB CONDITIONS
A. Existing Utilities: Locate line and grade ofexisting underground utilities in areas of
work. If utilities are to remain in place, provide adequate means of support and
protection during earthwork operations. Notiff engineer if conflicts exist with the
proposed work and exiting utility lines.
B. Protection of Persons and Properly: Barricade open excavations occurring as a part of
this work and post with warning lights and sigrage. Protect structures, utilities,
sidewalks, pavements, and other facilities from damage caused by settlement, lateral
movemen! freezing, undermining, washout, and other hazards created by earthwork
operations.
EARTHWORK- O23OO
r Peak Civil Engineering Inc.
T
Middle Creek Affordable Housing
Town of Vail, Eagle County, Colorado
Peak Civil Engineering, Inc.
PART2 DEFIMTIONS
A. Suitable Material: Earth fill material consisting of on-site or similar non-organic sands,
gravels, clays, silts and mixtures thereof with maximum size of 6". Bedrock that breaks
down to specified soil types and sizes during excavation, hauling, and placement may be
considered as suitable material. Rock fill material which consists predominantly of
cobbles or boulder-sized pieces of blasted or broken rock with maximum size of 2'.
B. Unsuitabl€ Material: Any material containing vegetable or organic matter, muck, pea!
organic silt, topsoil, frozen materials, trees, stumps, certain manmade deposits, or
industrial waste, sludge or landfill materials, or other undesirable materials.
C. Unclassified Excavation: Any and all materials, including surface boulders, encountered
during constmction. Rock formations that can be removed by ripping with D9 tractor in
good repair with single tooth hydraulic ripper are considered unclassified excavation.
D. Rock Excavation: Rock formations which cannot be excavated without blastine.
Includes removal and disposal ofall rock.
E. Backfill and Embankment: Embankments, including preparation of area upon which they
are to be placed. Placing and compacting approved materhl within areas where
unsuitable materials have been removed. Placing and compacting of material in holes,
pits, and other depressions to lines and grades shown on drawings. Use only suitable
materials in construction of embankments and backfills.
F. Borrow: Backfill or embankment material which must be acquired from designated
borrow ar€as to make up deficiencies which cannot be completed from excavation within
work limits. Borrow material must be approved by the Engineer.
G. Proof Rolling: Applying test loads over subgrade surface by means of heavy pneumatio
tired roller ofspecified design, to locate weak areas in subgrade.
PART3 EXECUTION
3.OI TOPSOL
A. Topsoil shall be placed to a depth of 6 inches in all areas designated to be revegetated.
3.02 EXCAVATION
A. Excavation is unclassified, and includes excavation to subgrade elevations indicated on
the drawings, regardless of the character of materials and obstructions encountered.
B. Unauthorized excavation consists of removal of materials beyond indbated subgrade
elevations or dimensions without specific direction of the Soils Engineer. Unauthorized
excavation shall be at the Contractor's expense.
EARTHWORK-O23OO
Peak Civil Engineering, Inc.
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Middle Creek Alfordable Housing
I Town of Vail, Eagle County, Colorado
I Peak Civil Engineering. Inc.
C. Additional Excavation: If unsuitable bearing materials are encountered at requiredI iliffif,;,*:l'a;:Tl"?ffHl"H*:i$tr*:"1?::"r,::Hi*'"'J:T::1*"#fi*I paid on basis of contract conditions relative to changes in work.
I D. Stability of Excavations: Slope sides of excavations to comply with local codes andI rules and regulations. Shore and brace where sloping is not possible because of space
restrictions or stability of material excavated. Maintain sides and slopes of excavations
in a safe condition until completion of backfilling.r E. Dewatering: Prevent surface water and subsurface or groundwater from flowing into
excavations and from flooding project site.
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I . Do not allow water to accumulate in excavations. Remove water to prevent
softening of foundation bearings, undercutting footings, and soil changesr fi['il:*ifffr1,]:Yff*T1H,*ii:lt*"::"n;i:ili:frxffi'"1#i"-
excavations.
I 2. Establish and maintain temporary drainage facilities outside excavation limits to
prevent runoff from entering excavations.
I 3. Notifu Engineer and Owner immediately if groundwater is encountered.
Contractor is responsible for obtaining construction dewatering permits.
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ffi':il"1r:il:ffi,:'?:lltj;#ff1"*materiars
unt'requiredforbacknr' prace, grade,
I G. Excavation for structural fill shall be within the project limits or in approved borrowr areas.
t H. All excavations shall comply with OSHA rules and regulations.t
I 3.03 coMPAcrroN
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A. General: Control soil compaction during construction providing minimum percentage of
density specified for each classification listed below
I B. Percentage of Maximum Density Requirements: Compact soils to not less than the
following percentages of maximum density in accordance with ASTM D 69S.
I l. Paved Areas: Compact top 12 inches ofsubgrade and each lift ofbackfill
material to a minimum of 95Yo maximum density.
I 2. Landscaped or Revegetated Areas: Compact top 6 inches ofsubgrade and each
lift of backfill material to a minimum of 90% maximum densitu.I
f C. Walkways and sidewalks: Compact top 6 inches of subgrade and each lift of backfill
material to a minimum of 95%o maximum density.I
EARTIIWORK - O23OO
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Peak Civil Englneering, Inc.
Middle Creek Affordable Housing
Town of Vail, Eagle County, Coloredo
Peak Civil Engineering, Inc
D. Building floorslabs; 95Yo, Compact top 6 inches of subgrade and each lift of backfill
material to a minimum of 95o/o maximum density.
E. Structural Fill: Compact top 12 inches of subgrade and each lift of backfill material to a
minimum of 100% maximum density
F. Moisture Control: Soils shall be placed with moisture content of 2%o plus or minus ll2Yo
of optimum moisture. Where subgrade or a layer of soil material must be conditioned
before compaction, uniformly apply water to surface of material b prevent free water
from appearing on surface during or subsequent to compaction.
l. Remove and replace, or scari$ and air dry, material that is too wet to permit
compaction to specified density.
2. Soil material that has been removed because the moisture content is too high may
be stockpiled or spread and allowed to dry.
3.04 EMBANKMENTANDFILLCONSTRUCTION
A. Place earthfill materials for backfill or embankment in thin horizontal layers and
compact as specified before next layer is placed. Use ef?ective spreading equipment on
each lift to obtain uniform thickness prior to compacting. As compaction of each layer
progresses, continuously level and manipulate to assure uniform density. When directed
by Engineer, remove excess moisfure in bridging across streams, ponds, and swampy
ground. Place embankment in layers not greater than lE" which have been demonstrated
to meet compaction standards. Occasional cobble and boulder-sized pieces of exoavated
rocks with sizes from 5" to2', may be flaced in earth fill as approved by Soils Engineer.
Space large rocks so compaction of earth fill will meet compaction requirements.
B. When embankment is to be placed and compacted on hillsides, or when new
embankment is to be compacted against existing embnkments, or when embankment is
built one-half width at a time, slopes which are steeper than 4: I shall be continuously
benched over as work is brought up in layers. Benching shall be keyed in to existing
slopes and material removed for the benching shall be excavated and recompacted along
with the new embankment material at tlre Contactor's expense.
C. Remove all sod and vegetative matter from surface upon which embankment is to be
placed. Completely break up cleared surface by plowing, scarifiying, or stepping a
minimum of 6" to ensure a bond between embankment ind original ground. Recompact
to specifications
D. Frozen materials shall not be used in construction of embankment.
E. During consfuction maintain work area in such condition that it witl be well-drained at
all times, including at the end of the construction day.
EARTHWORK - O23OO
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Middle Creek Affordable Housing
Town of Vail, Eagle County, Colorado
Peak Civil Engineering, Inc.
3.05 GRADING
A. General: Uniformly grade areas within limits of grading under this section, including
adjacent transition areas. Smooth finished surface within specified tolerances, compact
with uniform slope between points where elevations are indicated, or between such
points and existing grades.
c.
Grading Adjacent to Structures: Grade areas adjacent to buildings and other structures
to drain away from structures and to prev€nt ponding.
Compaction: After grading, compact surfaces to the depth and percentage of maximum
density for each classification.
3.06.1 OUALITY CONTROL
A. Testing During Construction: Allow Soils Engineer to inspect subgrades and fill layers
as required.
I . Perform field density tests in accordance with ASTM D 1556, ASTM D 2167, or
ASTM D 2922,2s applicable. When ASTM D2922 is used, the calibration
curves shall be checked and adjusted using only ASTM D 1556. Soils Engineer
to determine testing procedure and interval.
2. Paved Areas and Building Slab Subgrade: Make at least one field density test of
subgrade for every 2000 sq. ft. of paved area or building slab. In each layer of
compacted fill, make one field density test for every 2000 sq. ft. of paved area or
building slab.
B. If in the opinion of the Soils Engineer, Engineer, or Owner, based on test results and
inspections, subgrade or fills are placed below specified density, the Contractor shall
provide additional compaction, replacement, and testing as required to meet minimum
densities.
3.07 MAINTENANCE
A. Protect graded areas from traffic and erosion. Repair and r+establish grades in settled,
eroded, and rutted areas.
B. Where completed compacted areas are disturbed by subsequent construction operations
or adverse weather, scariry surfac€, reshape, and compact to required density prior to
further construction.
C. Where settling is measurable or observed at embankments or excavations durirg the
warranty period, add backfill material and compact. Restore appearanco, quality and
appearance of surface to match adjacent work. Revegetate and repair any disturbed
pavement or irrigation systems.
EARTIIWORK. O23OO
Peak Civil Engineering, Inc.
B.
Middle Creek Alfordable Houslng
Town of Vail, Eagle County, Colorado
Peak Civil Englneering Inc.
3.08 BORROW
Provide test pit if required by Soils Engineer to evaluate acceptability and limits of
borrow source at Contractor's expense,
If more borrow is placed than required, amount of ovemrn will be deducted from the
borrow volume. Contractor shall notiS Owner and Engineer at least l0 working days in
advance ofneed before opening borrow area.
Strip all borrow areas of sod, topsoil, and unsuitable materials. Provide adequate erosion
control during borrow arrea use. Restore borrow area, grade, reshape, and revegetate
following use.
3.09 pTSPqSALoFMATERTALS
Deposit all surplus or unsuitable materials in such places designated on drawings or as
approved by Owner. Grade and shape disposal site. Place topsoil and revegetate as
required. Where disposal sites are not desigrrated, remove and dispose of waste material
offsite.
EI\I} OF SECTION O23OO
EARTI{WORK- O23OO
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Middle Creek Affordable Housing
- Town of Vail, Eagle County, Colorrdo
I Peak Civil Engineering, Inc.I
r SECTION 02370 i
SLOPE PROTECTION AND EROSION CONTROLI
I PARTI GENERALII.OI DESCRIPTION
A. Work Included: Excavation, grading, and installation of riprap, silt fence, filter
material, jute netting, straw bale sediment barriers, all necessary appurtenances,
and maintenance of existing erosion control measures.
B. Related Work:
r i: i*fj!tr?:"Hi,*1Til1','#?l,?1":?10,'"",." 0,u,,
3. Earthwork: Section 02300
I I.O2 SI.JBMITTALS
I A. Test Reports: Ifrequested, furnish copies oftests from certified and acceptable
I testing laboratory
I l. Gradation and Soundness ofRiprap.
I 2. Gradation of Filter Material.
I PART2 PROpUCTS
I 2.ol RrpRAp
Hard, dense, sound, rough fracfured stone meeting AASHTO T 85. Excavated shot rock
may be used if agreed to by the Owner's representative and the Engineer. Neither
breadth nor thickness of single stone to be less than one-third its length.
Nominal Size Min. Volume Min. Weight9" 0.25 CFS 30lbs.
12* 0.5 CFS 75 lbs.18" 1.8 CFS 250 lbs.24" 4 CFS 600lbs.
Size of stone and total thickness of riprap as shown on drawings. Stone well graded so
voids can be filled, and at least 50% of mass equal to or larger than size called for on
drawings.
SLOPD, PROTECTION AND EROSION CONTROL23TO
I Peak Civil Engineering Inc.r
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Middle Creek Affordable Housing
Town of Vail, Eagle County, Colorado
Peak Civil Engineering, Inc.
2.02 FILTERMATERIAL
Aggregate Filter: Conform to following gradation:
Sieve Size
J
Y4"
No.4
No.200
Percentage by Weight Passing
Square Mesh Sieves
100
20-90
0-20
0_3
ASTM Dl9IO
ASTM DI777
ASTM DI682
ASTM DI682
ASTMD7742
ASTM 2263
2.03 FILTER FABRIC
Manufactured especially for stability of erosion conkol construction. Made from
polyethylene and polypropylene yarns, in accordance with following:
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Weight
Thickness
Grab Strength
Elongation Break
Burst Strength
Trapezoid Tear Strength
Water Permeability
Water Flow Rate
Equivalent Opening Size
2.04 ruTENETTING
0.02 cm/sec. CFMC
.80 gaVmin/ft CFMC
70-100 U.S. Sieve ASTM D422
Minimum Acceptable Value
90
50
190
40
0.3
40-80
90
4.0 ozlyd
l5 mils
130 lbs.
62%
125 psi.
70 lbs.
Heavy-woven jute mesh of a rugged construction. Made of undyed and unbleached,
twisted jute fibers, having smolder resistant treatment. Provide in rolls 225' by 4' wide
containing 100 square yards weighing approximately 90 pounds.
2.05 SILT FENCE
A. Silt Fence Fabric: The fabric shall meet the following specifications:
Fabric Properties
Grab Tensile Strength (lbs)
Elongation at Failure (%)
Mullen Burst Strength (PSI)
Puncture Strength(lbs)
Slurry Flow Rate (gaUmin/sf1
Equivalent Opening Size
Test Method
ASTM DI682
ASTM DI682
ASTM D3786
ASTM D75l (modified)
US Sieve CW-02215
ASTM.G-26Ultraviolet Radiation Stability (%)
SLOPE PROTECTION AND EROSION CONTROI,.237O
Peak Civil Engineering, Inc.
B. Fence Posts (for fabricated units): The length shall be a minimum of 36 inches
long. Wood posts will be of sound quality hardwood with a minimum cross
sectional area of 3.0 square inches. Steel posts will be standard T and U section
weighing not less than 1.00 per linear foot.
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Middle Creek Alfordable Housing
Town of Vail, Eagle County, Colorado
Peak Civil Engineering, Inc.
C. Wire Fence (for fabricated units): Wire fencing shall be a minimum l4l/4 gage
with a maximum 6" mesh opening , or as approved.
D. Prefabricated Units: Envirofence or approved equal may be used in lieu of the
above method providing the unit is installed per manrfacturer's instructions.
PART3 EXECUTION
3.OI FILTER FABRIC
Place fabric over shaped surface loosely where, when large stones are placed, they will
not cause stretching of fabric beyond elastic limits. Overlap joining sections 2' at edges.
Secure overlapped edges to subgrade with cinch pins. If riprap is dropped, place
zggregate bedding 2" thick over fabric. Place riprap in a manner that fabric will no be
damaged by stretching, punching, or ripping.
3.02 RIPRAP
A. Reasonably well-graded from smallest to maximum size speoified. Stones
smaller than l0% of smallest size not permitted. Control gradation of riprap by
visual inspection to assure thickness of riprap conforms with drawings.
B. Hand Placed: Rectangular to facilitate butt placement. Fill openings with loose,
well-graded road aggregate base material.
3.03 FILTERMATERIAL
Wet subgrade, reasonably shape, and compact prior to placing filter material. Filter
material may be backdragged with loader bucket to a reasonably smooth surface for
placement to lines and grades of drawings.
3.04 WATERBARS/INTERCEPTORTRENCTIES
Construct ditch in accordance with drawings. Flow line of water bar not steeper than lo4.
Discharge on existing vegetated slope alternately to avoid erosion.
3.05 STRAW BALE SEDIMENTBARRIER
Use straw bale barriers at storm drain inlets, across minor swales and ditches, and other
applications where barrier is of temporary nature. Bind straw bales with nylon or bailing
wire, not twine. Anchor bales to ground with two posts per bale,
3.06 ruTENETTING
Start jute roll at top of slope or channel and unroll down gracle. Lay second strip parallel
to first and allow 2" overlap. Bury top end of roll in trench, minimum 4" deep. Anchor
jute roll to earth surface with stakes of I gauge steel,8" long, approximately 12" apart.
Staple outside edges 4' to l0' apart and along overlap edges. Overlap end rolls by 4" and
anchor securelv.
SLOPE PROTECTION AND EROSION CONTROL23TO
Peak Civil Engineering, Inc
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Middle Creek Affordable Housing
Towr of Vail, Eagle County, Colorado
Peak Civil Engineering Inc.
3.07 CHECK DAMS
Install bottom ofcheck dam at least 6" below depth ofnewly gradedchannel. Extend to
6" above maximum design water.depth. Install materials in accordance with drawings.
3.08 FILTERBERMS/SEDIMENTPOND
Field construct berms as directed by Engineer. Place washed l" to l-l/2" aggregate with
2' top and 3:l side slopes extending to bottom of channel. Berm to retain sediments by
retarding and filtering runoff. Place sand on face of berm for future replacement of filter
material. Construct in accordance with drawines.
3.09 SILT FENCE
Install silt fence in accordance with drawings.
3.IO MAINTENANCE
Maintain, repair, and supplement all slope protection and erosion control measures as
stated in all applicable permis and as directed by the Owner.
EIYI} SECTION 02370
SLOPE PROTECTION AND EROSION CONTROI-2370
Peak Civil Engineering, Inc,
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- Middte Creek Affordable Housing
Town of Vail, Eagle County' Colorado
I Peak Civil Enginiering, Inc.r
II
PART1 GENERAL
I r.0l DESCRIPTION
- A. Work Included:I ' fii,ll'lll,lliffHl'JjiJ:t?,ix1,'#ti:::1:i*lT';x'J"?$:i""Jr,T:Jlf ilf;,
necessary appurtances.
' B. Related Work:
I l Site Clearing and Removals: Section 02201
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C. Definitions:
rI l. Trench Excavation: Excavation of all material encountered along trench other than
rock excavation.
Ir ' l:J,["":Tf ia#J;*":TI"l"f i#ffiil]::"T#:?lf:1"T:1T"?;
35,000 lbs. Each, and requiring drilling and blasting. Boulders and large rocks of one
I cubic yard or larger are considered rock excavation.
D. Eaele River Water & Sanitation District Standards: All work shall conform to the standard
I spe-cifications for water lines as adopted in the Eagle River Water & Sanitation Districtr Construction Standards. Complete installation must be acceptable to the Eagle River Water &
Sanitation District. Eagle River Water & Sanitation District inspections are required.
I.O2 SUBMMTALS
A. Submit shop drawings or product data showing specific dimensions and construction
materials for :
l. Valves and Valve Boxes
2. Fittings
3. Fire Hydrants
4. Vaults
5. Service Lines
6. Meters
B. Test Reports: Submit laboratory gradation tests for gradation for bedding and trench
stabilization materials, concrete mix design, hydrostatic testing, and disinfection tests
C. Certificates: Submit copies of acceptance from Health Department prior to placing water
system in service.
D. Permits: Submit copies of all permits issued for project.
WATER SYSTEM - 02510 I
Peak Civil Engineering, Inc.I
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Middlc Creek Affordable Housing
Town of Vail, Eagle County, Colorado
Peak Civil Engineering, Inc.
I.O3 JOB CONDITIONS
Environmental Requirements: Except by specific written authorization, cease concreting
when descending air temperature in shade and away from artificial heat falls below 35
degrees F and/or there is frost in subgrade. When concreting is permitted during cold
weather, temperature of mix shall not be less than 60 degrees F at time of placing.
PART2 PRODUCTS
2.OI PIPE AND FITTINGS
All ductile iron pipe and fittings shall meet the latest AWWA Specifications.
A. Pipe: Ductile Iron Pipe: AWWA Cl5l, working pressure 350 psi, minimum thickness
class 52, with cement-mortar lining, AWWA C104. Bituminous outside coating one mil
thick. Pipe joints, push-on type utilizing rubber ring gasket, AWWA C I I I .
B. Fittings: Fittings shall be ductile iron and in accordance with the requirements of
AWWA C509. Mechanical joints shall conform to AWIVA C I I l. Bolts and nuts shall
low-alloy steel. All fittings shall be cement-mortar lined, AWWA C104. Bituminous
outside coating one mil thick.
2.O2 VALVES
The valves shall be the sarne size as the main.
A. Gate Valves: All gate valves shall be manufactured in accordance with AW'WA Standard
C-509 "Resilient Seat Gate Valves," left-hand open, with valve operating rod extensions.
B. ButterflyValves: MuellerClass200B. ConformingtoAWAC504. Tightclosingwith
rubber seals fastened to valve body. Open left. Use buaerfly valves on all installations
largerthan 12 inches (12").
C. Valve Boxes: Shall be Mueller H-10314 with I inch upper section and ll2 inch operating
rod and key clip to valve for 3/4 inch and I inch valves and Mueller H-10310 for l-114
inch, l-ll2 inch, and 2 inch valve with enlarged base H-10349.
D. Pressure Reducing Valves: All pressure reducing valves shall be Golden-Anderson
cushioned, single globe, pilot pattern, hydraulically operated with flanged ends. The
valve body shall be of cast iron ASTM-126 with flanges conforming to the latest ANSI
standards. The valve body shall be extra heavy constuction throughout. The valve
interior trim shall be brorze,B42 as well as the main operation. The valve seals shall be
easily renewable while no diaphragm shall be permitted within the main valve body. All
controls and prping shall be of non-corrosive construction, All service stubouts are
required to have prcssure reducing valves located within the building. CLA-VAL and
Watts pressure reducing valves may be considered as an acceptable altemative.
E. Air Release/Vacuum Valves: APCO series l40C as manufactured by Valve and Primer
Corp. The valve shall have a cast iron body, cover and baffle with a stainless steel float.
WATER SYSTEM .02510
Peak Civil Engineering, Inc.
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r Middte Creek Affordable Housing
Town of Vail, Eagle County, Colorado
I Peak Civil Enginiering, Inc.
f The seat shall be fastened into the valve cover, without distortion, and shall be installed
on all main line extensions at the high points in the system.
I F. Check Valves: Golden-Anderson Silent Check Valve (Fipre 280). Bronze mounted,
AWWA C508. High strength cast iron gate with bronze gate ring. Bronze, back-faced
I seat ring. Solid Y-shaped hinge.
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I C. Curb Stops: Mueller 300 Ball Curve Valve No.252O9 with compression connection,
I AWWA C-8ff). Mc Donald Ball Curb Valve - 6100 T AWWA C800.
t D. Curb Boxes: Mueller H-10316. 2-112" shaftwith extension, Tyler l01F with extension
or equal, Shaft extensions over nine feet (9') will not be permitted.I
t E. Saddles: Mueller H-10500 or approved equal. Double flat strap design with ductile iron
bodv. Conform to AWWA C800.
I 2.05 METERS
I A. All meters shall be purchased from the Eagle River Water & Sanitation District and shatl
I conform to the specifications in the Eagle River Water & Sanitation District Construction
Standards.
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' wATER sYsrEM. o2slo j
Peak Civil Engineering, Inc.
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2.03 FIREHYDRANTS
A. Fire Hydrants: All fire hydrants shall be manufactured in strict compliance with AWWA
Standard C-502. Hydrants shall be a Waterous Pacer WB-67 or a Mueller Centurion 423.
The pumper nozzle shall be 42 inches above the ground line. Hydrants shall be painted
red with one coat of paint. Hydrant shall be left-hand open.
B. Fire Hydrant Extensions: Same manufacturer as fire hydrant or approved equal,
complete with barrel, operating rod, and all appurtances.
C. All hydrants shall be installed with a guard valve to isolate hydrant for repair while
maintaining service to main. No service line taps will be allowed between guard valve
and hydrant. Guard valves shall be installed a maximum of three (3') form the center of
the fire hydrant.
2.04 SERVICELINES
A. Copper Tubing: Type 'K", ASTM 888-62. Connections to be compressed or silver
soldered. Service lines 3" and above shall be ductile iron pipe.
B. Corporation Stops: Mueller 300 Ball Valve No. 8-25008 or b25028, AWWA C800. All
brass construction with compression connection, McDonald No. 4701 BT or 4704 BT,
AWWAC800.
Middle Creek Affordable Housing
Town of Yail, Eagle County, Colorado
Peak Civil Engineering, Inc.
C. A telephone jack must be installed within five feet (5') of the meter to provide for future
automated reading-
D. Installation will be in approved vault as specified by the Eagle River Water & Sanitation
District.
E. Master Meter Vaults: AII master meter vaults will be required to have a six inch (6")
Rockwell turbine meter with a two inch (2") positive displacement low flow meter. The
Contractor shall submit a piping schematic to the Eagle River Water & Sanitation District
and the Engineer prior to any installation. Refer to the Eagle River Water & Sanitation
District Standards.
2.06 BEDDING
A. Granular material -% " screened rock. The bedding material shall be free of corrosive
properties and shall conform to the following gradation limits when tested by means of
laboratorv sieves:
7c" Screened Rock
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Sieve Size
3/+"
%"
3t8"
No.4
No.8
Total Percent Passing by Weieht
100
90-100
4G'70
0-15
G.5
B. Onsite l-l/2" minus well grade screened material, free from organic materials, chunks of
soil, frozen material, debris, or other suitable materials may be considered for bedding.
Use of onsite materials must be approved by Engineer and the Eagle River Water &
Sanitation District.
2.07 TRENCH BACKFILL
Backfill with same materials excavated from work limits unless unsuitable. No boulders
over six inches (6") in top twelve inches (12") of trench. No backfill material with
boulders larger than eighteen inches (18") in diameter shall be backfilled in the trench.
2.08 POLYETHELENEENCASEMENT
When required, a polyethylene encasernent material shall be manufactured in accordance
with AWWA C105, with the following additional requirements. The raw material used
to manufacture polyethylene film shall be Type I, Class A, Grade E-I, in accordance
with ASTM D-1248.
2.09 THRUSTBLOCKSANDANCHORS
Concrete thntst blocks shall be constructed at all bends and fittings which reguire support
due to unbalanced line thrusts and which are not rodded.
WATER SYSTEM - 02510
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Middle Creek Alfordable Housing
Town of Vail, Eagle County, Colorado
Peak Civil Engineering, Inc.
PART3 EXECUTION
3.OI TRENCHING
A.Trench Excavation: Excavate to depths required. Confine excavation to
work limits.
Rock Trench Excavation: Prior to removal, notify Engineer of areas
requiring rock excavation.
Trench Support: The trench shall be adequately supported and the safety
of workers provided for by the most recent standards adopted by the
occupational Safety and Health Administration (OSHA) Standards
Board. Sheeting and shoring shall be utilized where required to prevent
any excessive widening or sloughing ofthe trench which may be
detrimental to human safety, to the pipe and appurtances being installed,
to the existing utilities, to existing structurcs, or to any other facility or
item.
3.O2 TJNSTABLE TRENCH BOTTOM AND H(CAVATION IN POOR SOIL
If the bottom of the excavation at subgrade is found to be soft or unstable or to include
ashes, cinders, refuse, vegetable or other organic material, or large pieces or fragments of
inorganic material that cannot satisfactorily support the pipe or structure, the Contractor
shall further excavate and remove such unsuitable material. Before the pipe or structure
is installed, the subgrade shall be accepted by the Engineer and the Eagle River Water &
Sanitation District.
3.03 BEDDING
Install in conformance with drawings. Place from minimum of 4" below bottom of pipe
to centerline for entire width. See drawings for exact bedding details.
3.04 PIPE INSTALLATION
A. General: Deliver, handle, store, and install in accordance with the pipe
manufacturer's recommendations and the applicable paragraphs of AWWA
C600, AWWA C603, and ASTM D2321. All pipe handling methods are
subject to approval by engineer.
Carefully examine all pipe and fittings for cracks and other defects.Bell ends
and spigot ends are to be examined for particular care. Groove in bells of
ductile iron pipe to be full and continuous or be rejected. Thoroughly clean
and remove all foreign matter form interior and ends of pipe and
appuertances before lowering in to trench. Carefully lower all pipe, fittings,
WATER SYSTEM - 02510
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B.
c.
Middle Creek Affordable Housing
Town of Vail, Eagle County, Colorado
Peak Civil Engineering, Inc.
valves, and hydrants into trench piece by piece to prevent damage to pipe
materials, protective coatings, and linings. under no circumstances shall
material be dropped. During pipe laying, place no debris, tools, clothing or
other materials in pipe.
Keep trenches free from water during pipe laying and jointing. Dewatering
of trench is considered as incidental to construction and all costs are
considered as included in contract prices. When pipe laying is not in
progress, close open ends of pipe by watertight plug, or other means
approved by Engineer.
B. Deflection of pipe: Pipe deflections are discouraged. Do not exceed 507o of
the deflection limits for each type of pipe as recommended by pipe
manufacturer.
C. Pipe Jointing
l. General: Cut pipe for inserting valves, fittings, or closure pieces in a
neat and workmanlike manner with no damage to pipe or lining. Leave
smooth end at right angles to axis of pipe. All buns shall be removed
from the ends of cut pipe, and the end lightly rasped or filed. Pipe shall
be cut, whenever necessary, to conform to location of fittings, line, or
grade.
2. Pipe Joint Lubricant - Joint lubricant shall be supplied by the pipe
manufacturer and approved by the Engineer. Joint lubricant shall be
non-toxic and water soluble.
3. Mechanical Joints: Thoroughly clean last 8" of spigot and inside bell to
remove oil, grit, tar, and other foreign matter.- Coat spigot and gasket
with solution furnished by pipe manufacturer. Slip cast iron gland on
spigot end of pipe with lip extension of gland toward spigot end. Coat
gasket with joint lubricanr and place on spigot end of pipe to be laid,
with thick edge toward gland.
Push entire section forward to seat spigot in bell of pipe in place. Press
gasket into place within bell, even around entire joint. Move ductile iron
gland along pipe into position for bolting all nuts with suitable torque
wrench. Alternately tighten nuts 180 degrees apart to produce equal
pressure on all parts ofgland.
Pipe Size
4"-24"
Bolt Size
518"
3/+"
Range ofTorque
45-601 ft-lb
75-90 ft-lb
4. Push-on Joints: Thorouglrly clean exterior 4" of spigot and inside bell to
remove oil, grit, tar, and other foreign matter. Place gasket in bell with
large round side of gasket pointing inside pipe bell. Apply thin film of
joint lubricant over gasket's entire exposed surface. Wipe spigot end of
WATER SYSTEM - O25TO
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I pipe clean and insert into bell to contact gasket. Force pipe into bell to
manufacturer's jointing mark.
I 5. Flanged Joints: Thoroughly clean faces of flanges of all grease, oil, and
other material. Thoroughly clean rubber gaskets and check for proper fit.
Assure proper seating of flanged gasket, Tighten bolt so pressure onr jffitHlTl"ffi#;':il:TJfXffifi':'ffi::'l;T,1i3lli;1J*
and retighten bolts.
I D. Thrust Restraint: Concrete thrust blocks are required.
3.05 SANITARY SEWER CROSSING
A. Normal Conditions: Whenever possible lay water mains over sanitary
sewers to provide vertical separation of at least I 8" between invert of water
main and crown of sewer.
B. Unusual Conditions: If above separation cannot be met, use the following.
l. Sewer passing over or less than 18' under water main.
a, Replace sewer pipe with one continuous length of watertight
pressure C900 PVC 20' long centered on water main.
b. Sewer pipe encased in 6" concrete around pipe, and extend 10"
either side of main.
2. Water mains passing under sewers: If vertical separation is less than 18",
provide structural support for sewer.
- 3.06 TAPPINGPIPE
r ""ffi:ffi,#:':il:1,,:xil:T,fif;fJ.?#i,T#::fi":liil"o"'"?"""directly into pipe agreed to by Engineer. If tap is improperly installed with
I leakage around threads or, in the opinion ofthe Engineei thi connection isI substandard, provide tap saddle at Contractor's expense. If damage to pipe can
not be repaired by saddle, install approved repaired sleeve over damaged portion
of main and retap at Contractor's expense.
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Install corporation stop and couplings, clanged coupling adapters, and service
I saddles to provide clean seat. Wipe gaskets clean before installation. Flexibler ::T,l[::il:flTfff::3:":#i;'Jil'*itffi""a'i.*r#"Hins'la"a'l.n
Tighten bolts progressively from opposite sides until all bolts have uniform
I tightness. Use torque wrenches or other approved equipment.
I wATERSYSTEM-o2sro
Peak Civil Engineering, Inc.I
Middle Creek Afrordable Housing
Town of Vail, Eagle County, Colorado
Peak Civil Engineering, Inc.
3.07 SERVICELINE
Place true to line and grade in accordance with drawings, from main line to curb stop or
meter, in shortest direct route by continuous section of pipe with no splices. Locate a
minimum of l0' horizontally from all sewer lines or services- Terminate as shown on
drawings.
3.08 VALVESANDFTTDRANTS
Carefully inspect valve and hydrant before installation. Clean interior. Operate valve
and hydrant to determine if parts are in proper working order, with valves seating and
drain valve operating properly. Set plumb and securely brace in place.
Set hydrant with bury line at finished grade, with hose nozzles parallel to and pumper
nozzle facing pavement, at least 6" behind curb or sidewalk. Provide drainage pit having
9 sq. ft. of surface area and 2 ft. of depth below seep hole. Backfill pit with 1-
l/2"washed rock to 6" above barrel drain hole. Provide thrust blocking at bowl end of
each hydrant as shown on drawings. Do not obstruct barrel hole. Backfill hydrants and
valves with l-112" aggregate road base to subgrade. Valve boxes centered and plumb
over the operating nut. Valve boxes supported by bricks or other rneans to prevent any
shock or stress transmitted to plpe or valve. Set valve box covers to just below subgrade
level to prevent damage during construction of surfacing, if applicable. Adjust to grade
of surfacing.
3.09 PLUGGINGDEADENDS
Install standard plugs or caps at dead ends of all fittings and pipe in accordance with
drawings. If dead end is not to be extended, place water service line as near to end as
possible. Provide thmst blocking as required.
3.IO VAULTS
Construct vaults on line and grade as shown on drawings.
3.1I CONCRETEWORK
A. Placement: Place to required depth and ilidth conforming to drawings.
Place concrete as uniformly as possible in order to minimize the amount of
additional sprcading. Place and consolidate with suitable tools to avoid
formations of voids, honeycomb or pockets. Vibrate and tamp against forms.
B. Retempering: Do not retemper concrete or mortar which has partial
hardened by remixing with or without additional cement, aggregate, or water.
Provide concrete in such quantity as is required for immediate use.
E. Curing: Protect against loss of moisture, rapid temperature change, from
rain, and flowing water for not less than two days from placement of
concrete. Immediately after finishing cover concrete with curing medium
which is applicable to local conditions as approved by Engineer. Protect
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exposed edge of concrete slabs by removing forms immediately to provide
these surfaces with continuous curing treatment.
3.12 BACKFILL
A.One foot over pipe: Use 3/+" screened rock for cover material and backfill by
approved nrechanical methods. Cover material shall be clean soil, free from
organic materials, frozen material, chunks of soil, debris or other unsuitable
materials. Place and compact starting at top of pipe bedding extending
upwards to I' above top of pipe. Place in lifts to a density of 9OVo, ASSHTO
T99.
Remainder of Trench: Backfill with same materials excavated from work
limits unless unsuitable. No boulders over 6" in diameter in top 12" of
trench. No backfill material with boulders larger than 18" in diameter.
Carefully lower boulders larger than 12" in diameter into trench until backfill
is 4' over top of pipe.
3.13 COMPACTION
A. Demonstrate method of compaction. Engineer will test compacted
demonstration section for uniform density throughout depth of each lift.
Alter construction methods until acceptable to Engineer. Continue same
procedure until sigrificant change in soils occurs, or compaction is not
being achieved, then demonstrate new method.
B. Compaction requirements for all trenches:
l. Predominantly cohesive soils where AASHTO T99 procedures
are applicable: Compact top 12 inches of subgrade and each lift
of backfill material to a minimum of 957o AASHTOT99.10OEo
near roadways for top 2' of trench.
2. Predominantly rock to 18" in diameter: Place in loose lifts up to
average rock dimension. Placing of occasional boulders of sizes
larger than maximum layer thickness may be approved by
Engineer, provided material is carefully placed and large stones
are well distributed with voids completely filled with smatler
stones, earth, sand, or gravel.
3.14 PAVEMENT REMOVAL AND REPLACEMENT
All street cuts must conform to Town of Vail or CDOT standards and
specifications, whichever is applicable.
WATER SYSTEM . O25IO
Peak Civil Engineering, Inc.
Middle Creek Affordable Housing
Town of Vail, Eagle County, Colorado
Peak Civil Engineering, Inc.
3.15 FIELDOUALITYCONTROL
WATER SYSTEM - 02510
Peak Civil Engineering, Inc.
A. Notify Engineer at least 24 hours in advance of pipe being laid in any trench.
Cover no pipes until observed by Engineer and/or Eagle River Water &
Sanitation District representative. Notify Engineer at least 48 hours before
pipe is to be tested.
B. Hydrostatic Testing
l. General: Perform pressure and leakage tests on all newly laid pipes.
Test two or more valved sections not to exceed 1000 feet. Test first
section of pipe laid to verify if watertight. Lay no additional pipe until
first test section has passed tests. Furnish following equipment and
materials for tests, unless otherwise directed by Engineer:
2 graduated containers
2 pressure gauges
I suitable hose and suction pipe as required
2. Testing Procedure: Test each l00O feet of line installed while trench is
partially backfilled and joints are left exposed for examination for leaks.
Do not conduct pressure tests until 48 hours after placement of concrete
thrust blocks. After pipe has been partially backfilled, slowly let water
into line. Vent to allow air in line to be released. Flush line as necessary
for cleaning. Leave water in line for 24 hours prior to pressure test. Test
at l-ll2 times working pressure, calculated for low point of test section,
or 150 psi, whichever is grcater. Valve off pump and hold pressure in
line for test. Test for two hours or as agreed to by Engineer. At end of
test operate pump until test pressurc is again attained. Calibrate
container of water for pump suction to determine amount of water to
replace leakage.
3. Leakage Allowance: Irakage is quantity of water necessary to refill line
at end of test period. No installation will be accepted until leakage is less
than:
ALLOWABLELEAKAGE PER l00o' OFPIPE(in GPH)
Avg. Test
Pressure (psi)
200
r75
150
t25
r00
Nominal Pipe Dameter (inches)
6gl012 18
0.64 0.85 1.06 r.28 1.91
0.59 0.80 0.99 Ll9 1.79
0.55 0.74 0.92 l.l0 1.66
0.50 0.67 0.84 1.01 1.51
0.45 0.60 0.75 0.90 1.35
For pipe with 18' nominal lengths. To obtain allowable leakage for pipe with 20'
nominal lengths, multiply the leakage values in the table by 0.9. If pipeline
under test contains sections of various diameters, allowable leakage will be the
sum of computed leakage for each size. Reduce allowable leakage
proportionately for sections less than l0OO ft.
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3.16 FLUSHING AND DISINFECTING
I A. General: ln accordance with AWWA C601. Acceptable chlorine disinfectants are
calcium hypochlorite granules, sodium hypochlorite solutions, and calcium
hypochlorite tablets.
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B. Chlorine water solution method:
I Chlorine Required to Produce 25 mgl Concentration in
100 feet of Pipe (by diameter)
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I Pipe 1M?o lVo
Diameter (inch) Chlorine 0b) Chlorine Solution (gal)
4 0.013 0.166 0.030 0.368 0.054 0.65r0 0.085 r.o2r2 0.120 r.M16 0.217 2.60
Induce chlorine solution into pipe at a continuous feed rate to attain a
concentration of 25 mgfl free chlorine.
C. Tablet Method: May not be used on solvent welded plastic pipe. May be used only
when all foreign materials have been kept out of pipe. If groundwater has entered
pipe during installation and tablets have been installed, flush main and use chlorine-
water solution method. Do not use if temperature is below 5 degrees C. Place tablets
with non-toxic adhesive in each pipe length in top of pipe in accordance with
following table:
Number of 5-g Hypochlorite Tablets
Required for Dose of 25 mg/l*
Pipe Length of Pipe Section (ft.)
Diameter (inches) 13 18 20 30 40
I *Based on3.25 g available chlorine per tablet, any portion of tablet rounded to
next higher number.
I D. Chlorination Test: Assure valves are closed on exiting system to prevent chlorine
solution flowing into existing system. Retain 25 mg/l chlorinated water in pipe for a
minimum of 24 hours, During retention period operate all new valves and hydrants
I WATERSYSTEM-02slo II
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to disinfect. At end of ?-4 hour period, chlorine in system to be no less than l0 mg/l
throughout length tested. When section tested rneets l0 mg/l chlorine after 24 hours,
flush main. Water samples taken shall show no coliform organisms. If water in pipe
does not meet the goveming health agency requirements, repeat disinfection
procedure at Contractor's expense, until requirements are met. Fumish acceptance
forms from governing agency to Engineer,
3.17 CLEANUPANDRESTORATION
Restore all pavements, curbs, gutters, utilities, fences, irrigation ditches, yards, lawns,
and other stnrctures or surfaces to condition equal to or better than before work began,
and to satisfaction of Engineer and Owner. Deposit all waste material to designated
waste areas. Complete topsoil and reseeding of disturbed areas if required. Where
disposal site is not designated, remove and dispose of all waste off site.
END OF SECTION 02510
WATER SYSTEM .02510
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SECTION 02530I
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SANITARY SEWER SYSTEM
PARTI GENERAL
I 1.OI DESCRIPTION
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A. Work Included: Excavation, backfill, bedding, and installation of pipe,
manholes, service wyes, service lines, force mains and all necessary
appurtenances .
B. Related Work:
l. Site Clearing and Removals: Section 02201
C. Definitions:
l. Trench Excavation: Excavation of all material encountered along trench
other than rock excavation.
2. Rock Excavation: All solid rock formations which cannot be reasonably
broken by a backhoe with % cubic yard bucket curling force and stick
crowd force of 35,000 lbs. each, and requiring drilling and blasting.
Boulders, large rocks, and chunks of concrete three cubic yards or larger,
considered rock excavation.
D. Eagle River Water & Sanitation District Specification: All work shall conform to
the standard specifications for sewer lines as approved by the Eagle River Water
& Sanitation District. Complete installation must be acceptable to the Eagle
River Water & Sanitation District. Eagle River Water & Sanitation District
inspections required.
I.O2 SIJBMMTALS
A. Submit shop drawings or product data showing specific dimensions and
construction materials for pipe, fittings, and manholes; or certifications that
products conform with specifications.
B. Test Reports: Submit laboratory gradation tests for bedding and trench
stabilization materials, concrete mix design, and compression test.
C. Permits: Submit copies of all permits issued for project.
I.O3 JOB CONDMONS
Environmental Requirements: Except by specific written authorization, cease concreting
when descending air temperahue in shade away from artificial heat falls below 35
degrees F. and there is frost in subgrade. When concreting is permitted during cold
weather, temperature of mix shall not be less than 60 degrees F. at time of placing.
SANITARY SEWER. O253O
t Peak Civil Engineering, Inc.r
Middle Creek affordable llousing
Town of Vail, Eagle County, Colorado
Peak Civil Engineering, Inc.
PART2 PRODUCTS
2.O1 PIPE AND FITTTNGS
A. Polyvinyl Chloride (PVC): 4"-15", ASTM D3034, Type PSM, SDR 35; 18'-27',
ASTM F679. Push-on joints and molded rubber gaskets. Maximum pipe length
l3'.
B. Ductile hon: AWWA Cl5l, Class 52. Push-on joints. Cement-mortar lined,
AWWAC104.
C. Yelomine: Restrained joint PVC pressure pipe and finings. Conform to ASTM
D2241 "Standard Specifications for PVC, pressure rated pipe (SDR Series)."
D. Polyvinyl Chloride Pipe and Couplings: AWWA C900, working pressure 200
psi, with push-on joints ASTM D1869.
2.02 MANHOLES
A. Manhole bases: Precast concrete ASTM C478
B. Manhole Sections: ASTM C478. Precast concrete with minimum wall thickness
l/12 of internal diameter. Cones eccentric.
Manhole Rings and Covers: Cast iron, ASTM A48. Ring and cover combined
weight greater than 255 lbs., machined to fit securely, Non-rocking cover. Hot
dipped in asphalt. HS20 traffic loading. D&L A-1043 or equal.
Manhole Steps: Two non-skid grooves in surface of step and capable of carrying
load of lfiD lbs 6' from face of manhole.
E. Manhole Joint Sealant: Rubberneck. One inch (1") on 48" diameter manholes.
l-112" on all larger numbers.
2.O3 BEDDING
Granular material - 7+l' screened rock. The bedding material shall be free of
corrosive properties and shall conform to the following gradation limits when
tested by means of laboratory sieves:
%" Screened Rock
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No.4
No.8
SAMTARY SEWER. O253I)
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Total Percent
Passing by Weight
100
9G.100
4+70
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Peak Civil Engineering, Inc.
B. On-site l-ll2" minus well-graded screened material, free from organic materials,
chunks of soil, frozen material, debris, or other unsuitable materials. Use of on-
site bedding material must have prior written approval of the Eagle River Water
& Sanitation District.
2.O4 CONCRETEMATERIAL
A. General: All materials furnished from sources approved by Engineer.
B. Cement: ASTM C150 for Portland Cement, Type II. Cement which has become
partially set or contain lumps, caked cement and have been exposed to inclement
weather shall be rejected.
C. Aggregate: ASTM C33.
D. Water: Water used in mixing or curing concrete shall be clean and free from oils,
acids, salt, alkali, or organic materials harmful to concrete.
2.05 CONCRETE MD(
A. Design Mix:
l. Proportions:
Cement 5-l/2 sacks per cubic yard
Coarse aggregate 43Vo
Water 5.5 Gallons per sack
Maximum size aggregate tA"
2. Slump:4" maximum
3. Strength: Minimum 3,000 psi at 28 days
4. Air Content: 5Vo-1Vo
B. Job Mixed Concrete: Mixed in drum mixer conforming to Concrete Paving
Mixer Standards of Mixer Manufacturers Bureau of Associated General
Contractors of America. Mixer shall be capable of combining aggregares,
cement, and water into thoroughly mixed and uniform mass. Discharge entire
contents of drum before recharging. Continue mixing of each batch for not less
l0 minutes after all materials are in drum.
C. Ready Mixed Concrete: Proportioned, mixed, and transported in accordance
with ASTM C94. Any concrete no plastic and workable when it reaches project
shall be rejected.
2,M TRACERWIRE
Tracer wire shall be ten (10) gauge uninsulated copper wire. Tracer wire shall be
installed on all Yelomine pipe where changes in aligrment may take place and/or where
curvilinear pipe installations occur.
SANTTARY SEWER. O253I}
Peak Civil Engineering, Inc.
Middle Creek afiordable lloustn!
Town of Yail, Eagle County, Colorado
Peak Civit Engineering, Inc.
PART3 EXECUTION
3.OI TRENCHING
A. Trench Excavation: Excavate to depths required. Confine excavation to work
limits.
B. Rock Excavation: Prior to removal, notify Engineer of areas requiring rock
excavation.
C. Blasting: h general blasting will be allowed in order to expedite the work if a
permit by the local authority having jurisdiction is granted. All explosives and
appurtenances shall be transported, handled, stored and used in accordance with
the laws ofthe local, state, and federal governments, as applicable.
All blasting shall be controlled as not to injure any existing structure or facility,
The protection of life and property and all liability for blasting shall be placed
solely on the person or persons conducting the blasting operation. The hours of
blasting shall be in accordance with the permit of the local authority. Prior to
blasting , provide minimum 24 hour notification to Engineer.
D. Trench Support: The trench shall be adequately supported and the safety of
workers provided for as required by the most recent standards adopted by the
Occupational Safety and Health Administration (OSffA) Standards Board.
Sheeting and shoring of shall be utilized where required to prevent any excessive
widening or sloughing of the trench, which may be detrimental to human safety,
to the pipe and appurtenances being installed, to existing utilities, to existing
structures, or to any existing facility or item.
3.U2 T]NSTABLE TRENCH BOTIOM AND D(CAVATION IN POOR SOIL
If the boftom of the excavation at subgrade is found to be soft or unstable or to include
ashes, cinders, refuse, vegetable or other organic material, or large pieces of fragments of
inorganic material that cannot satisfactorily support the pipe or strucnrre, then the
Contractor shall further excavate and remove such unsuitable material. Before the pipe
or structure is installed, the subgrade shall be accepted by the Eagle River Water &
Sanitation District.
3.03 BEDDING
Install in conformance with drawings. Place from minimum of 4" below bottom of pipe
to centerline for entire width of trench.
3.@ I.JNDERDRAIN
A. Water seeping from trench banks, but not flowing in tench bottom: Install
gravel underdrain in accordance with drawings.
SANITARY SEWER. O253I)
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B. Water flowing in trench bottom: Install underdrain pipe in addition to gravel
where water volume will fill a 4" pipe /r full. Cleanouts at each manhole in
conformance with drawings.
C. Daylight all underdrains as shown on drawings as directed by Engineer.
3.05 PIPE INSTALLATION
A. Construct pipe accurately to line and grade shown on drawings. Pipe installation
may be lamped daily by Engineer. Remove and replace pipe not conforming to
line and grade at Contractor's expense.
B. Install to manufacturer's recommendations, continuously upgrade. Bell ends
face upgrade. Prior to making joints, clean and dry all surfaces. Use lubricants
in conformance with manufacturer's recommendations for insertion of pipe in
joint. Set pipe in position and check line and grade. Keep dirt from entering all
exposed pipe ends. Joints watertight.
C. Wyes and Risers for Service Connections: Angle upward so l/8 bend connected
to fitting will make service line invert equal to inside crown of sewer main and
crown of sewer.
3.06 WATER LINE CROSSING
A. Normal Conditions: Whenever possible, lay water mains over sanitary sewers to
provide vertical separation of at least 18' between invert of water main and
crown of sewer.
B. Unusual Conditions: If above separation cannot be met, use the following:
l' Sewer passing over or less than 18" under water main:
a. One continuous length of watertight pressure pipe C90O PVC 20
feet long centered on water main. Joints between different pipes encased
in concrete 6" thick and extending 6" either side ofjoint; or
b. Sewer pipe encased in 6" concrete around pipe, and extend l0'
either side of water main.
2. Water mains passing under sewers: If vertical separation less than 18",
provide stnrctural support for sewer.
3.07 MANHOLECONSTRUCTION
A. Manhole: Construct in accordance with drawings. Extend concrete manhole
base at least 8" below pipe barrel. Slope floor of manhole from centerline of pipe
to maximum ?' above top of pipe at face of manhole. Shape invert after manhole
is set. Construct side branches with as large radius of curvature as possible to
connect to main invert. Inverts shall be smooth and clean with no obstruction,
allowing insertion of expandable plug in pipe. Place complete and continuous
SAMTARY SEWER - 0253I)
Peak Civil Engineering, Inc.
Middle Creek afrordable Housing
Town of Vail, Eagle County, Colorado
Peak Civil Engineering Inc.
roll ofjoint sealant on base ring in sufficient quantity, so there will be no spaces
allowing infilration. Join each succeeding manhole section in similar manner.
Trim away all excess material and repair all lifting holes. Turn eccentric cone
and steps away from roadway ditch.
B. Manhole Ring and Cover: Install at grade of finished surface. Where surface
will be completed after manhole construction, set top of cone so maximum of six
inch thick reinforced concrete rings will adjust ring and cover to final
3.08 CONNECTION TO EXISTING MANHOLE
Make connections to existing manholes, where no pipe is stubbed out, in similar manner
as new manhole. Break small opening in existing manhole as necessary to insert new
pipe and attain watertight seal. Chip existing concrete bench inside manhole to provide
enough thickness for mortar bed to make new smooth continuous invert. Place
expandable watemtop around portion of sewer pipe inserted into existing manhole. Use
expandable grout to completely fill hole in manhole to cr€ate watertight repair
3.O9 SANITARY SEWER SERVICE LINES
Place true to line and grade in accordance with drawings, from main line to house
service. in shortest direct route. Locatel0' from all water lines. Terminate 5' from
lowest corner of lot or as shown on drawings. Where wyes have not been installed in
main sewer, tap by machine drilling hole in main, sized to fit saddle for service line.
Each wye or drilled tap and saddle shall be inspected prior to backfilling. Service line
minimum grade of 7c" per foot. If service line is to be stopped at prop€rty line, place 6-
foot steel fence post at end, extending 2' above finished ground. Place watertight plug in
end of service line.
3.IO CONCRETEWORK
Placernent Place to required depth and width conforming to drawings. Place
concrete as uniformly as possible to minimize amount of additional spreading.
Place and consolidate with suitable tools to avoid formations of voids.
honeycomb, or pockets. Well vibrated and tamped against forms.
Retempering: Do not retemper concrete or mortar which has partially hardened
by remixing with or without additional cement, aggregate, or water. Provide
concrete in such quantity as is requircd for immediate use.
Curing: hotect against loss of moisture, rapid temperature change, rain, or
flowing water, for not less than two days from placement of concrete.
Immediately after finishing, cover concrete surface with curing medium which is
applicable to local conditions as approved by Engineer. Protect exposed edge of
concr€te slabs by removing forms immediately to provide these surfaces with
continuous curing treatrnent.
SANITARY SEVYER. O253O
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3.II BACKFILL
A. One Foot Over Pipe: lJse 3/q" road base for cover material and backfill by
approved mechanical methods. Cover material shall be clean, free from organic
materials, chunks of soil, frozen material, debris or other unsuitable materials.
Place and compact starting at top of pipe bedding extending upwards to I' above
top of pipe. Place in lifts to a density of 907o AASHTO T99, at a point 6" above
top of pipe.
B. Remainder of Trench: Backfill with same materials excavated from work limits
unless unsuitable. No boulders over 6" in diameter in top 12" of trench. No
backfill material with boulders larger than 18" in diameter. Carefully lower
boulders larger than 12" in diameter into trench until bacKill is 4' over top of
pipe.
3.12 COMPACTION
A. Demonstrate method of compaction. Engineer will test compacted demonstration
section for uniform density throughout depth of each lift. Alter construction
methods until providing one acceptable to Engineer. Continue same procedure
until significant change in soils occurs, or required compaction is not being
achieved, then demonstrate new method.
B. Compaction requirements for all trenches:
l. Predominately of cohesive soils where AASIITO T99 procures are
applicable: Compact uniformly throughout each lift to 95% AASHTO
T99.
2. Predominately of rock 18" in diameter: Place in loose lifts up to average
rock dirnension. Placing of occasional boulders of sizes larger than
maximum layer thickness may be agreed to by Engineer, provided
material is carefully placed and large stones well distributed with voids
completely filled with smallest stones, earth, sand, or gravel. Level and
smooth each layer to distribute soils and finer fragments of earth. Wet
each loose layer as necessary to facilitate compaction prior to placing
additional lifts.
3. Trenches outside paved areas: Compactto 9OVo AASHTO T99.
3,13 PAVEMENT REMOVAL AND REPLACEMENT
Score existing surface with cutting wheel to create clean break line. Remove and
dispose of existing surface and aggregate base course. Leave 6" of undisturbed
subgrade lip on each side of trench. After trench has been backfilled and
properly compacted, place aggregate base course in accordance with permit
requirements or minimum thickness in these specifications. Compact aggregate
base course to 95% AASHTO T180. Replace pavement in accordance with
permit requirements or minimum thickness in these specifications, Compact
asphalt to 957o ASTM D1559; consolidate with vibrators. All street cuts must
SANITARY SEWER. O253O
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conform to Town of Vail or CDOT standards and specifications, whichever is
applicable.
3.13 FIELDOUALITYCONTROL
Notify Engineer at least 24 hours in advance of pipe being laid in any trench'
Cover no pipes until observed by Engineer. Notify Engineer at least 48 hours
before pipe is to be tested.
Testing:
General: Conduct infiltration or exfiltration test for each section between
manholes. Test first section of pipe laid to verify if watertight. Testing
may be required during course of work where infiltration appears to be
greater than maximum allowable, or quality of work is questionable. No
sewer line will be accepted where water tightness tests show leakage
exceeding 200 gallons per inch diameter per mile per day. Flush and
clean sewer line prior to testing, wetting pipe, and cleaning our debris.
Plug all pipe outlets to test pressure.
Infiltration Test: In high ground water table installation only. Plug
upper manhole to determine leakage in section of line between
consecutive manholes. Record quantity of water collected in time period
to calculate infiltration rate.
Exfiltration test: Test each section of pipe between consecutive
manholes to determine test duration for section by computation from Air
Test Tables. hessure-holding time is based on an average holding
pressure of sewer line is raised to approximately 4.0 psi gauge. After
intemal pressure of approximately 4.0 psi is obtained, allow time for air
pressure to stabilize. Pressure will normally show some drop until
temperature of air in test section stabilizes. When pressure has stabilized
and is at or above starting pressure of 3.5 psi gauge, commence test.
Before starting test, pressure may be allowed to drop to 3.5 pi. Record
drop in pressure for test period. If pressure has dropped more than 1.0
psi gauge during test line has failed. Test may be discontinued when
prescribed test time has been completed even though L0 psi drop has not
occurred. ASTM C828 "Low Pressure Air Test for Sanitarv Sewers."
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3.
B.
Pipe Size
(inches)
4
6
8
l0
t2
15
l8
2lu
Time
(minutes)
2-u2
4
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6-U2
7-u2
9-lt2
t2
t4
t5-u2
SANITARY SEVTER - 02530
Peak Civil Engineering, Inc.
r Middle Creek afrordable Ilousing
Town of Vail, Eagle County, Colorado
I Peak Civil Engineering,Inc.I
I 3.I5 CLEANUPANDRESTORATION
I Restore all pavements, curbs, ggtters, utilities, fences, irrigation ditches, yards, lawns,
t and other structures or surfaces to condition equal to or better than before work began,
and to satisfaction of Engineer. Deposit all waste materials in designated waste areas.
a Grade and shape disposal site. Complete topsoil and reseeding of site if required. Where
t disposal sites are not designated, remove and dispose of all waste materials off site.
3.16 POST-TELEVISING OF COMPLETED SECTIONS
The Contractor will provide the Eagle River Water & Sanitation District a color video
showing the completed work including the condition of the restored service connections
prior to requesting payment. Television inspection, tapes and reports shall be in
accordance with relevant item. Upon completion of the installation work and testing, the
Contractor shall restore/clear the project area affected by his operations per the provision
of the relevant item.
END OFSECTION 02530
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- Middle Creek Alfordable Housing
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I Peak Civil Engineering, Inc.
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SECTION 02580
I TELEPHONE, CABLE TELEVISION, AND ELECTRIC SYSTEMS
PARTT GENERAL
I I.OI DESCRIPTION
I A. Work Included: Excavation, rock excavation, blasting, rock disposal,
I dewatering, backfill, bedding, compaction, installation of conduits, vaults, pads
and all necessary appurtenances and coordination with the telephone, cable
television, electric companies.
- B. Related Work:
l. Site Clearing and Removals: Section 02201I
C. Definitions:
I l. Trench Excavation: Excavation of all material encountered along trench
other than rock excavation.
I 2. Rock Excavation: All solid rock formations which cannot be reasonably
broken by a backhoe with % cubic yard bucket curling force and stick
crowd force 35,000 lbs each, and requiring drilling and blasting.
I 3.i:t#;fd
large rocks one cubic yard or larger, are considered rock
I D. Utility Company Specifications: All work shall conform to the standardI specifications of the telephone company, the cable television company, and the
electric company.
r I.O2 SUBMITTALS
I A. Submit shop drawings or product data showing specific dimensions and
t construction materials for pipe, fittings, and vaults; or certifications that products
conform with specifi cations.
r B I"*,:,XTif-*'#l:*:::'#i::,H::T:'."J,Tli#ff1$'"*'
I C. Permits: Submitcopiesofallpermitsissuedforproject.I
I.O3 JOB CONDITIONS
I Environmental requirements: Except by specific written authorization, cease concreting' when descending air temperature in shade and away from artificial heat, falls below 35
I degrees F, and there is frost in subgrade. When concreting is permitted during cold
I weather, temperature of mix shall not be less than 60 degrees F at time of placing.
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Middle Creek Affordable Housing
Town of Vail, Eagle County, Colorado
Peak Civil Engineering, Inc.
PART2 PRODUCTS
2.OI PIPE AND FITTINGS
A. Polyvinyl Chloride (PVC): 2"-8", Schedule 40 PVC.
2.02 VAITLTS
All switchgear, transformer, splice vaults, pads, and bases to be supplied by Holy Cross
Energy, lnc.
2.O3 BEDDING
A. Granular materi al - t/t" screened rock.
B. On-site l-1l2" minus well gaded screened material, free from organic materials,
chunks of soil, frozen material, debris, or other suitable materials. Use of on-site
bedding material must have prior written approval of the utility company and
Engineer.
2.04 CONCRETEMATERIAL
A. General: All materials ftrrnished from sources agreed to by the Owner.
B. Cement: ASTMC-l50forPortlandCement,TypelL Cemenr which has
become partially set or contains lumps of caked cement shall be rejected.
C. Aggregate: ASTM C33.
D. Water: Water used in mixing or curing concrete shall be clean and free from oil,
acids, salt, alkali, or organic materials harmful to concrete.
2.O5 CONCRETEMD(
A. Design Mix
l. Proportions:
Cement 5-ll2 sacks per cubic yard
Coarse aggregate - 43Vo
Water - 5.5 gallons per sack
Maximum siz* aggregate - 3/+"
2. Slump: 4" maximum
3. Strength: Minimum 3,000 psi at 28 days
4. Air Content: 5-7%
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B. Job-Mixed Concrete
Mixed in drum mixer conforming to Concrete Paving Mixer Standards of Mixer
Manufacturers Bureau of Associated General Contractors of America. Mixer
shall be capable of combining aggregates, cement, and water into thoroughly
mixed and uniform mass. Discharge entire contents of drum before recharging.
Continue mixing of each batch for not less than l0 minutes after all materials are
in dnrm.
C. Ready Mixed Concrete
Proportioned, mixed and transported in accordance with ASTM C94. Any
concrete not plastic and workable when it reaches project shall be rejected.
PART3 EXECUTION
3.01 TRENCHING
Trench Excavation: Excavate to depths required. Confine excavation to work
limits.
Rock Excavation: Prior to removal, notify Engineer of areas requiring rock
excavation.
Blasting: In general, blasting will be allowed I order to expedite the work if a
permit by the local authority having jurisdiction is granted. All explosives and
appuertances shall be transported, handled, stored, and used in accordance with
the laws of the local, state and federal governments, as applicable.
All blasting shall be controlled so as not to injure any existing structure or
facility. The protection of life and property and all liability for blasting shall be
placed solely on the person or persons conducting the blasting operation. The
hours of blasting shall be placed solely on the person or persons conducting the
blasting operation. The hours of blasting shall be in accordance with the permit
of the local authority. Prior to blasting, provide minimum 24 hour notification to
Owner, Engineer, and Fire Departnrent.
Trench Support: The trench shall be adequately supported and the safety of
workers provided for as required by the most recent standards adopted by the
Occupational Safety and Health Administration Standards Board. Sheeting and
shoring shall be utilized where required to prevent any excessive widening or
sloughing of the trench, which may be detrimental to human safety, to the pipe
and appurtenanes being installed, to existing utilities, to existing strucrures, or to
any other existing facility or item.
3.02 I.JNSTABLE TRENCH BOTTOM AND EXCAVATION IN POOR SOIL
If the bottom of the excavation at subgrade is found to be soft or unstable or to include
ashes, cinders, refuse, vegetable or other organic material, or large pieces or fragments of
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inorganic material that cannot satisfactorily support the pipe or structure, then the
Contractor shall further excavate and remove such suitable material. Before the pipe or
structure is installed, the subgrade shall be accepted by the Engineer.
3.03 BEDDING
Install in conformance with drawings. Place from minimum of 3" below bottom of pipe
to centerline for entire width of trench.
3.04 LINDERDRAIN
A. Water seeping form trench banks, but not flowing in trench bottom: Install
gavel underdrain in accordance with drawings.
B. Water flowing in trench bottom: Install in addition to gravel where water volume
will fill a4" pipe /r full. Cleanouts at each manhole in conformance with
drawings.
C. Daylight all underdrains as shown on drawings as directed by Engineer.
3.05 PIPE INSTALLATION
A. Construct pipe accurately to line and grade shown on drawings. Remove and
replace pipe not conforming to line and grade at contractors expense.
B. Install to manufacturer's recommendations, continuously upgrade. Bell ends
face upgrade. Prior to making joints, clean and dry all surfaces. Use lubricants
in conformance with manufacturer's recommendations for insertion of pipe in
joint. Set pipe in position and check line and grade. Keep dirt form entering all
exposed pipe ends. Joints watertight.
3.06 PADS AND VAULTS
Install pads and vaults to line and grade shown on drawings.
3.07 P{JLL STRING
Pull string shall be placed in all conduit to facilitate placing cable.
3.08 CONCRETEWORK
A. Placement: Place to required depth and width conforming to drawings. Place
concrcte as uniformly as possible in order to minimize amount of additional
spreading. Place and consolidate with suitable tools to avoid formations of voids,
honeycombs, or pockets. Well vibrated and tamped against forms.
B. Retempering: Do not retemper concrete or mortar which has partially hardened
by remixing with or without additional cenpnt, aggregate, or water. Provide
concrcte in such quantity as is required for immediate use.
Telephone, Cable Television, and Electric Systems - 02580
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C. Curing: Protect against loss of moisture, rapid temperature change, rain, and
flowing water, for not less than two days from placement of concrete.
Immediately after finishing, cover concrete surface with curing medium which is
applicable to local conditions as approved by the Engineer. Protect exposed edge
of concrete slabs exposed by removing forms immediately to provide these
surfaces with continuous curing
treatment.
3.09 BACKFILL
A. One Foot Over Pipe: Use 3/a" screened rock or on-site screened material (if
approved by Engineer) for cover material and backfill by approved mechanical
methods. Cover material shall be clean soil, free from organic materials, chunks
of soil, frozen material, debris or other unsuitable materials. Place and compact
starting at top of pipe bedding extending upwards to above top of pipe for enrire
trench width. Place in lifts to a density of 907o AASHTO T99.
B. Remainder of Trench: Backfill with Same materials excavated from work limits
unless unsuitable. No boulders over 6" in diameter in top 12" oftrench. No
backfill material with boulders larger than 18" in diameter. Carefully lower
boulders larger than 12" in diameter into trench until backfill is 4' over top of
pipe.
3.IO COMPACTION
A. Demonstrate method of compaction. Engineer will test compacted demonstration
section for uniform density throughout depth of each lift. Alter construction
methods until providing one acceptable to Engineer. Continue same procedures
until significant change in soils occurs, or compaction is not being achieved, then
demonstrate new method.
B. Compaction requirements for all trenches:
L Predominantly of cohesive soils where AASHTO T99 procedures are
applicable: Compacted uniformly throughout each lift to 957o AASHTO
T99.
2. Predominantly of rock 18" in diameter: Place in loose lifts up to average
rock dimension. Placing of occasional boulders of sizes larger than
maximum layer-thickness may be agreed to by Engineer, provided
material is crefirlly placed and large stones well distributed with voids
completely filled with smaller stones, earth, sand, or gravel. Level and
smooth each layer to distribute soils and finer fragments of earth. Wet
each loose layer as necessary to facilitate compaction prior to placing
additional lifts.
3. Trenches outside road right-of-way: Compact to 907o AASHTO T99.
Telephone, Cable Television, and Electric Systems - 02580
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3.I I PAVEMENT REMOVAL AND REPLACEMENT
Score existing surface with cutting wheel to create clean break line. Remove and dispose
of existing surface and aggregate base course leave 6" undisturbed subgrade lip on each
side of trench. After trench has been backfilled and properly compacted, place aggregate
base course in accordance with permit requirements, or minimum thickness in these
specifications. Compact aggregate base course to 957o AASHTO T180. Replace
pavement in accordance with permit r€quirements or minimum thickness in these
specifications. compact asphalt to 95% ASTM D1559; consolidate concrete with
vibrators. All street cuts must conform to Town of Vail or CDOT standards and
specifications, whichever is applicable.
3.12 FIELD OUALITY CONTROL
A. Notify Engineer at least 24 hours in advance ofpipe being laid in any trench.
Cover no pipes until observed by Engineer. Notify Engineer at least 48 hours
before pipe is to be tested.
B. Testing
l. General: Conduct testing in accordance with procedures approved by the
appropriate utility company.
3.13 CLEANUPANDRESTORATION
Restore all pavements, curbs, gutters, utilities, fences, irrigation ditches, yards, lawns,
and other structures or surfaces to condition equal to or better than before work began,
and to satisfaction of Engineer. Deposit all waste material in designated waste areas.
Grade and shape disposal site. Complete topsoil and reseeding of sight, is required.
Where disposal sites are not designated, remove and dispose of all waste material off site.
END OF SECTION 02580
Telephone, Cable Television, and Electric Systerns - 025E0
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r sEcTtoN 02620
SUBDRAINAGE
PART I - GENERAL
I r.or suMMARYI
A. Seclion Includes:
I L Droinoge pipe ond fifting ot foundoiions.I 2. Free droining grovel ol droin.3. Proleclivecovering.
I 4. Droinoge pipe to doylight ond concrete ouifoll.
- B. Reloted Seclions:
r l. Trenching ond Eorlh Bockfilling: Secfion 02300 Eorthwork.
I 2. Bockfill Over Droin Syslem: Secfion 02300 Eorthwork.
- 3. Sform Droinoge Syslem: Section O2625.
I 1.02 DELIVERY, SToRAGE AND HANDLING
t A. Deliver ond slore moleriols in occordonce wilh Seclion 01600. Stockpile qnd sforeI moteriols so nol lo bury or domoge.
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PART 2 - PRODUCTS
I 2.or DRATNAGE PIPEI
A. Types: Perforoled odjocent to building foundolions, under fill moleriol ol plonters, in
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utility trenches; unperforoied elsewhere.
B. Unperforoied Pipe: Rigid polyvinyl chloride sewer pipe ond solvenl welded fitlings
I complying with ASTM D2779.
t C. Perforoted Pipe: Perforoted rigid polyvinyl chloride leoching sysiem piping ond solvenl
welded fittings complying wilh ASTMD2729. Provide solid end cops ol lerminofions.
Ir D. Fittings: Provide oll slondord fitlings required os well os lronsilions from different pipe
diomefers.
I 2,O2 CLEANOUTS
I A. Cleonouf Pipe ond Filfings: Cost iron soil pipe. Provide eoc,r cleonouf with o bross
I fem.lle ond cost bross screw joinfed plug with socket for wrench. Provide floor cleonouls
or woll cleonoufs os indicqted.
I 2.03 AccEssoRy MATERTALsI
A. Prefobricofed Droinoge Boord:
I l. producfs:
I o. Merconlile Developmenl Geofob Fin Core Droinoge Sysfem.b. Eljen Develooment Eljen Curtoindroin.
I OA02t0 026n-l
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c. ENKA ENKAdroin.d. Mirqfi Inc. Mirodroin.e. Accepled Substitute in occordonce with Seclion 0t600.
B. Pervious Bockfill Moferiol: Free droining grovel consisling of minus lwo inch oggregole
hoving less thon 40% possing No. 4 sieve ond less thqn 5% possing No. 20o sieve.
C. Proleclive Covering for Pervious Bockfill: Mirofi l40N or occepfed subslifute in
occordonce wilh Seclion 0l6OO. Submit somple for occeptonce.
D. Ploslic Sheef: Fibergloss reinforced polyethylene sheeting, six-mil minimum thickness.
PART 3 - EXECUTION
3.OI INSTALLATION
A. Generol:l. Keep trenches dry during insfollotion of droinoge sysiem.2. Use filtings of interseclions ond righl ongle inlerseclions.
B. Plostic Sheef: Adhesive odhered lo concrele os indicoled.
B. Bedding:
F.
l. Ploce groded bedding prior lo loying of foundolion droin pipe or file.2. Rest eoch section firmly upon the bedding, through enlire lenglh.3. Thickness: Minimum 6 inches.
Pipe Loying:l. Loy droin lines lo uniform grodes ond olignment, wilh conlinuous foll in direclion of
flow wifh minimum slope of l/8 inch per fool.2. Cleon inlerior of pipe or file lhoroughly before being loid.3. Loy perforoled pipe with perforolions focing down.4. Remove ond reloy ony lenglh thol hos hod its grode or joints disfurbed.
Chonges in Direclion: Moke with 90. ell fitfings.
Joinling: Solvenf weld fittings.
Cleonouf: Provide cleonoufs ot locoiions indicoled.l. Unpoved Areqs: Sel in l2 inch x l2-inch concreie block. Comply with Division 3.
Concrele Outfoll: Conslrucl in occordonce with requirements of Division 3. Locqle os
indicoled on Drowings.
Bockfilling:l. After pipe instollotion hos been occepted, ploce pervious bockfill moleriol on eoch
side ond fop of lile lo dimensions indicofed.2. When plocing crushed rock bockfill. prevenl displocement of or injury to pipe or lile.3. Ploce proleclive covering full width of lrench. over pervious bockfill before other
bockfill is ploced under Section 023@.
END OF SECTION
02620-2
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oA 0210
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r SECTION 02635
I DRAINAGE STRUCTURES, PIPES, AND FITTINGSI
PARTI GENERAL
T I.O1 DESCRIPTION
I A. Work included: Excavation, backfill, bedding, and installation of pipe,
t manholes, catch basins, inlets, outlets, underdrains, inigation ditches,
channelization, detention storage, siphons and all necessary appurtenances.
I B. Related Work:
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Site Clearing and Removals: Section 02201
r c. Definition:
I l. Trench Excavation: Excavation of all material encountered along trencht other than rock excavation.
I 2. Rock Excavation: All solid rock formations which cannot be reasonably
I broken by a backhoe with 7r cubic yard bucket curling force and stick
crowd force of 35,000 lbs. each, and requiring drilling and blasting.
I Boulders, large rocks, and chunks of concrete thnee cubic yards or larger,
I considered rock excavation.
1,O2 SI,]BMITTAL
r A. Submit shop drawings or product data showing specific dimensions and
construction materials for:
l. Precast Manholes
2. Precast Catch Basins
3. Frames, Grates, Covers
B. Test Reports: Submit laboratory gradation tests for bedding and trench
stabilization materials, concrete mix design, and compression test.
C. Permits:
l. Stormwater Construction Permit
2. Grading Permit
3. ROWPermit
4. CDOT Access Permit
DRAINAGE STRUCTURES, PIPES, AiID FITTINGS - 02635
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1.03 JOB CONDnONS
Environmental Requirements: Except by specific written authorization, cease concreting
when descending air temperature in shade away from artificial heat falls below 35
degrees F. and there is frost in subgrade. When concreting is permitted during cold
weather, temperature of mix shall not b€ less than 6O degrees F. at tirne of placing.
PART2-PRODUCTS
2.OI PIPEANDFITTINGS
A. Non-Reinforced Concrcte Pipe: ASTM C14
B. Reinforced Concrete Pipe: ASTM C76, circular; ASTM 506, arch; ASTM 507,
vertical or horizontal elliptical. Class pipe as shown on drawings.
C. High Density Polyethylene Pipe - smooth interior, Hancor Sure-Lok f477 or
approved equal, AASHTO M-252 and M294
D. Comrgated Steel Pipe and Arches: AAStilO M36, gauges as shown on
drawings. Bands shall conform to the following:
Pipe Size Comrgations Number Bolts
Inches 2-213" xVz" 3"x1"
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Thickness of band one gauge less than pipe but not less than 16 gauge.
E. Comrgated Steel Pipe End Section: Sizes and dimensions shown on drawings.
Materials same as colrugated steel pipe,
F. Bituminous Coating: Where required on comrgated steel pipe and fittings,
AASHTO M190, Type A, with minimum thickness of 0.03". Coupling bands
fully coated.
2.02 I.JNDERDRAINPIPE
A. Comrgated Steel: AASHTO M36 Type III. Holes 3/8" double row each side of
pipe for 6"-10" size pipe. Triple row each side for 12"-21" pipe. Spaced in
center of each depressed comrgation nearest to center pipe. Install hole row each
side of pipe for 6"-10" pipe; triple row each side of pipe for 12"-21" pipe.
B. Risid PVC SDR 35.
C. FlexiblePolypropeleneorPolyethyleney'Hancor.
DRAINAGE STRUCTI,]RES, PIPES, AND FITTINGS . 02635
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Ir Middte Creek Affordable Housing
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I Peak Civil Engineering, Inc.I 2.O3 PREFABRICATED INLETS AND OUTLETS
I A. Comrgated Steel Units: Conform to drawing dimensions, AASHTO M36.
t Bituminous coating when specified, AASHTO M190, Type A. Steps fabricated
lnto u ts.
If B. Precast Concrete Units: In accordance with drawings, ASTM C478 and C789,
wall "B", wall thickness l/12 internal diameter. Steps precast into units.
I 2.04 MANHOLE
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X#Hl;tff::irtd;"1':;;lcrete'
Manhole base and first barrier section cast
B. Manhole Sections: ASTM C478. Precast concrete with minimum wall thickness
1/12 of intemal diameter. Cones eccentric.
I C. Manhole Ring and Cover: Cast iron, ASTM A48. Ring and cover combined
I weight greater than 400 lbs., machined to fit securely. Non-rocking cover. Hot
t dipped in asphalt.
I D. Manhole Steps: Two non-skid grooves in the surface and capable of carrying
I load of 1000 lbs.6" from face ofmanhole.
E. Manhole Joint Sealant: RubberNek.II 2.05 SLOTTED DRAIN
I AASHTO M36 with grate assembly, ASTM A123. Joint and couplers of ring
I compression type. Where required, expanded wire mesh attached across top of drain
I 206 ffi.o*i..l:"ojjJ.:
^,-;:rorhugger+vpebands'
r Metal units conform to drain dimensions and to following for designated material.
II i *J::::JJ;:II;
C. Ductilelron Castings: AASHTO A536.
I D. Sructural Steel: AASHTO Ml83 and ASTM A283, Grade B. Galvanizing,
where specified, AASIITO Ml I l.
I 2.07 BEpprNG
r A. Pipe and culvert - Class 6 Aggregate Base Course.
B. Underdrain - washed gravel: percent by weight passing square mesh sieves: 1",
lffi%o;t7n"'95-lNVo: No' 4' 0-57o'
DRAINAGE STRUCTURES, PIPES, AND FITTINGS . 02635 3
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Middle Creek Affordable Housing
Town of Vail, Eagle County, Colorado
Peak Civil Eneineering, Inc.
2.08 CONCRETEMATERIALS
A. General: All materials furnished from sources approved by Engineer.
B. Cement: ASTM Cl50 for Portland Cement, Type tr. Cement which has become
partially set or contain lumps, caked cement and have been exposed to inclement
weather shall be rejected.
C. Aggregate: ASTM C33.
D. Water: Water used in mixing or curing concrete shall be clean and free from oils,
acids, salt, alkali, or organic materials harmful to concrete.
2.09 CONCRETEMD(
A. Design Mix:
l. Proportions:
Cement 5-ll2 sacks per cubic yard
Coarse aggregate 43%
Water 5.5 Gallons per sack
Maximum sizn aggregate 3A"
2. Slump:4" maximum
3. Strength: Minimum 3,000 psi at 28 days
4. Air Content: 5Vo-7Vo
Job Mixed Concrete: Mixed in drum mixer conforming to Concrete Paving
Mixer Standards of Mixer Manufacturers Bureau of Associated General
Contractors of America. Mixer shall be capable of combining aggregates,
cernent, and water into thoroughly mixed and uniform mass. Discharge entire
contents of drum before recharging. Continue mixing of each batch for not less
l0 minutes after all materials are in drum.
Ready Mixed Concrete: Proportioned, mixed, and transported in accordance
with ASTM C94. Any concrete no plastic and workable when it reaches project
shall be rejected.
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PART3 EXECUTION
3.OI TRENCHING
A. Trench Excavation: Excavate to depths required.
limits.
DRAINAGE STRUCTURES, PIPES, AND FITTINGS - 02535
Peak Civil Engineering, Inc.
Confine excavation to work
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B. Rock Excavation: Prior to removal, notify Engineer of areas requiring rock
excavation.
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C. Blasting: In general blasting will be allowed in order to expedite the work if a
permit by the local authority having jurisdiction is granted. All explosives and
appurtenances shall be transported, handled, stored and used in accordance with
the laws of the local, state, and federal govemments, as applicable.
All blasting shall be controlled as not to injure any existing structure or facility.
The protection of life and property and all liability for blasting shall be placed
solely on the person or persons conducting the blasting operation. The hours of
blasting shall be in accordance with the permit of the local authority. Prior to
blasting , provide minimum 24 hour notification to Engineer.
3,02 I.]NSTABLE TRENCH BOTTOM. EXCAVATION IN POOR SOIL
If the bottom of the excavation at subgrade is found to be soft or unstable or to include
ashes, cinders, refuse, vegetable or other organic material, or large pieces of fragments of
inorganic material that cannot satisfactorily support the pipe or structure, then the
Contractor shall further excavate and remove such unsuitable material. Before the pipe
or structure is installed, the subgrade shall be accepted by the Engineer.
3.03 BEDDING OTTIER THAN I.]NDERDRAINS
A. Pipe: Install in conformance with drawings. Place form minimum of 4" below
bottom of pipe to centerline of pipe for entire width of trench.
B. Culvert: hstall in conformance with drawings. Place from minimum of 6"
below bottom of pipe to centerline of pipe for entire width of trench.
3.04 PIPEINSTALLATION
A. General: For new embankments, place fill so width each side of pipe is at least
five (5) times pipe diameter. After embankment is placed, proceed with
trenching.
Begin all pipe installation at downstream end. Bell or groove ends of rigid
conduit and outside circumferential laps of flexible conduit facing upstream.
Place flexible conduits with longitudinal laps or seams at sides.
B. Comrgated SteeVHDPE Pipe: Remove all loose excavated materials from
bottom of trench and install bedding to requircd thickness. Install pipe true to
line and grade. Install remaining bedding material along sides of pipe to avoid
any voids. Repair bituminous coating damage using similar coatirig material.
Lubricate coupler bands. Vertical elongation caused by backfill operation shall
not exceed 3Vo of pip diameter. Compact backfill to 85Vo AASHTO T99 and
continue to l' over top of pipe,
C. Concrete Pipe: Extend bedding around bell where bell and spigot pipe is used.
Place pipe on bedding as shown on drawings. Place remaining bedding along
pipe sides with no voids. Compact backfill to 857o AASHTO T99 and continue
to I' over pipe.
DRAINAGE STRUCTURES, PIPES, AND FITTINGS - 02635
Peak Civil Engineering Inc.
Middle Creek Affordable Housing
Town of Vail, Eagle County' Colorado
Peak Civil Englneering, Inc.
D. Underdrain Pipe:
l. General: Install to lines and grades shown on drawings. Extend
underdrain material a minimum of 6" over top of pipe. Cover underdrain
material for entire width of trench with filter fabric. If shown on
drawings, line trench with fabric before installing pipe and underdrain
material.
2, Concrete Pipe: Install with bell resting on trench bottom facing up
grade, with underdrain material supporting pipe.
3. Comrgated Steel or PVC Pipe: Holes or perforations placed down with
maximum l" underdrain material under pipe. Joint according to
manufacturer' s recommendations.
3.05 SLOTTEDDRAININSTALLATION
Install in accordance with drawings. Trench as narrow as possible and backfill to create
uniform foundation side support. Install true to line and grade.
3.06 MANHOLECONSTRUCTION
A. Manhole: Construct in accordance with drawings. Extend concrete manhole
base at least 8" below pipe barrel. Slope floor of manhole from centerline of pipe
to maximum ?' above top of prpe at face of manhole. Shape invert after manhole
is set. Constnrct side branches with as large radius of curvature as possible to
connect to main invert. Inverts shall be smooth and clean with no obstruction ,
allowing insertion of expandable plug in pipe. Place complete and continuous
roll ofjoint sealant on base ring in sufficient quantity, so there will be no spaces
allowing infilnation. Join each succeeding manhole section in similar manner.
Trim away all excess material and repair all lifting holes. Turn eccentric cone
and steps away from roadway ditch.
B. Manhole Ring and Cover: Install at grade of finished surface. Where surface
will be completed after manhole constmction, set top of cone so maximum of six
- two inch thick reinforced concrete rings will adjust ring and cover to final
grade.
3.07 CONNECTION TO EXISTING MANHOLE
Make connections to edsting nranholes, where no pipe is stubbed out, in similar rnanner
as new manhole. Break srnall opening in existing manhole as necessary to insert new
pipe and attain watertight sed. Chip existing concrete bench inside rnanhole to provide
enough thickness for rmrtar bed to make new smooth continuous invert. Place
expandable waterstop around portion of sewer pipe inserted into existing manhole. Use
expandable grout to completely frll hole in manhole to create watertight repair.
3.08 CONCRETEWORK
A. Placenrent: Place to required depth and width conforming to drawings. Place
concrete as uniformly as possible to minimize amount of additional spreading.
DRAINAGE STRUCTURES, PIPF^S, AND FITTINGS .02635 6
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Middle Creek Affordable Housing
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Peak Civil Engineering, Inc.
Place and consolidate with suitable tools to avoid formations of voids.
honeycomb, or pockets. Well vibrated and tamped against forms.
B. Retempering: Do not retemper concrete or mortar which has partially hardened
by remixing with or without additional cement, aggregate, or water. Provide
concrete in such quantity. as is required for immediate use.
C. Curing: Protect against loss of moisture, rapid temperature change, rain, or
flowing water, for not less than two days from placement of concrete.
Immediately after finishing, cover concrete surface with curing medium which is
applicable to local conditions as approved by Engineer. Protect exposed edge of
concrete slabs by removing forms immediately to provide these surfaces with
continuous curing treatment.
3.09 BACKFILL
A. One Foot Over Pipe: Use 3A" road base for cover material and backfill by
approved mechanical methods. Cover material shall be clean, free from organic
materials, chunks of soil, frozen material, debris or other unsuitable materials.
Place and compact starting at top ofpipe bedding extending upwards to l' above
top of pipe. Place in lifts to a density of 907o AASHTO T99, at a point 6" above
top of pipe.
B. Remainder of Trench: Backfill with same materials excavated from work limits
unless unsuitable. No boulders over 6" in diameter in top 12" of trench. No
backfill material with boulders larger than 18" in diameter. Carefully lower
boulders larger than l?' in diameter into trench until backfill is 4' over top of
plPe.
3.10 COMPACTION
A. Demonstrate method of compaction. Engineer will test compacted demonstration
section for uniform density throughout depth of each lift. Alter construction
methods until providing one acceptable to Engineer. Continue same procedure
until significant change in soils occurs, or required compaction is not being
achieved, then demonstrate new method.
B. Compaction requirements for all renches within limits of pavement, shoulders,
or back of curbs:
l. Predoiirinately of cohesive soils where AASHIO T99 procures are
applicable: Compact uniformly throughout each lift to 95Vo AASHTO
T99.
2. Predominately of rock, to 18" in dianreter: Place in loose lifts up to
average rock dinrension. Placing of occasional boulders of sizes larger
than maximum layer thickness may be agreed to by Engineer, provided
material is carefully placed and large stones well distributed with voids
completely filled with smallest stones, earrh, sand, or gravel. Level and
smooth each layer to distribute soils and finer fragments of earth. Wet
DRAINAGE STRUCTURES, PIPES, AND FITTINGS . 02635
Peak Civil Engineering, Inc.
Middle Creek Affordable Housing
Town of Vail, Eagle County, Colorado
Peak Civil Engineering, Inc.
each loose layer as necessary to facilitate compaction prior to placing
additional lifts.
3.1I CONCRETESTRUCTT'RES
A. General: Cast-in place concrete conforming to dimensions shown on the
drawings and accurate to tolerances of 7r" , Install forms so all finished lines will
be true and straight. Install reinforcing steel with the spacing between the forms
and between bars as shown on drawings. Keep excavation dry during
construction. Compaction requirements same as above.
B. Inlets and Outlets: Either cast-in place or precast units, in accordance with
drawings. When required, set castings accurately to grade with adjustment
courses of brick in full mortar beds. Construct pipe inverts or smooth concrete
inverts same size as pipe up to centerline of pipe, with bench to stand on.
C. Frames, Grates, Covers, and Steps: Install accurately according to drawings.
Anchor castings in place and set in adjustment mortar to assure firm foundation.
D. Trash Guards: Install in accordance with drawings and manufacturer's
recommendations.
3.12 PAVEMENT REMOVAL AND REPLACEMENT
Score existing surface with cutting wheel to create clean break line. Remove and dispose
. of existing surface and aggregate base course. Leave 6" of undisturbed subgrade lip on
each side of trench. After trench has been backfilled and properly compacted, place
aggregate base course in accordance with permit requirements or minimum thickness in
these specifications. Compact aggregate base course to 95% AASHTO Tl8O. Replace
pavement in accordance with permit requirernents or minimum thickness in these
specifications. Compact asphalt to 957o ASTM D1559; consolidare with vibrators.
3.13 FIELD OUALITY CONTROL
Notify Engineer at least 24 hours in advance of pipe being laid in any trench. Cover no
pipes until observed by Engineer.
3.14 CLEANI.JPANDRESTORATION
Restore all pavements, curbs, gutters, utilities, fences, irrigation ditches, yards, lawns,
and other structures or surfaces to condition equal to or better than before work began,
and to satisfaction of Engineer. Deposit all waste materials in designated waste areas.
Grade and shape disposal site. Complete topsoil and reseeding of site if required. Where
disposal sites are not designated, remove and dispose of all waste materials off site.
END OF SECTION 02635
DRAINAGE STRUCTURES, PIPES, AND FITTTNGS .02635
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Middle Creek Affordable Housing
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I Peak Civil Engineering,Inc.
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r SECTION 02722
I ROADWAY BASEI PART I GBI{ERAL
I -t "ttt-*t"I
A. Work included: Preparing surface of subgrade after utility contractors have
I completed installation of all utilities and firrnished and placing one or more
I courses of aggregate in conformance with lines, grades, and typical sections
shown on drawings.
I B. Related Work:
l. Earthwork Section 02300
r I.o2 SI.JBMITTALS
I " ;t Iff"Li;*1.i?l:i*rlill1l,iigH#:ff: or materiars and copies or
l. Sieve analysis - ASTM Cl36
I
2. Wear Abrasion - ASTM Cl3l
r 3. LiquidLimit-AASHTOT8g,Tg0
4. Moisnrre Density Curves - AASHTO T99
- PART2 PRODUCTS
I r,' ^""-* =
A. Aggregate shall conform to following gradation:
Sieve Percentage by Weight Passing square Mesh Sieves
Size
Class I Class 2 Class 4 Class 5 Class 6t
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t-u2"- e0-loo i* :t/t" - 50-90 - 100
No.4 3G65 - 30-50 30-70 30-65No.8 - 25-55
No.2003-15 3-15 3-12 3-15 3-12
Liquid Limit not greater than 35 for Class 2; 30 for Class 4, 5, or 6.
Plasticity Index not exceeding 6.
I R.AD*AY B*s'-onxz
Peak Civil Engineering, Inc.
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Middle Creek Alfordable Housing
Town of Vail, Eagle County, Colorado
Peak Civil Engineering, Inc.
B. Requirements for this Project:
Furnish Roadway base per Koechlein Consulting Engineers, Inc. "Soils and
Foundation Investigation, Middle Creek Village at Vail" dated March 14,200.2.
All work in CDOT ROW shall be per CDOT standards and specifications.
Koechlein Consulting Engineers "Subgrade Investigation and Pavement Design,
Proposed Widening North Frontage Road West" Report dated April 8, 2003 shall
be used for roadwav base in the CDOT ROW.
PART3 EXECUTION
3.01 PREPARATION
A. Subgrade Preparation: Shape and compact to crown, line, grades, and typical
cross section shown on drawings before placing base material. Compact to 957o
ASTM698
3.O2 MXING
The Contractor shall mix the aggregate by methods that insure a thorough and
homogenous mixture.
3.03 PLACEMENT
If required compacted depth of aggegate base course exceeds 6", construct in two or
more layers of approximately equal thickness. Maximum compacted thickness of any
one layer shall not exceed 6". When vibratory or other approved types of special
compacting equiPnrent are used, compacted depth of single layer may be increased to 8"
upon approval of Engineer.
3,O4 SHAPINGANDCOMPACTION
Compact each layer to 95% ASTM698. Maintain surface of each layer
compaction so that uniform texture is produced and aggregates are firmly keyed.
water uniformly during compaction so moisture content is within 2% of optimum.
END OF SECTION 02722
ROADWAY BASE.O27X2
Peak Civil Engineering, Inc.
during
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Town of Vail, Eagle County, Colorado
I Peak Civit Engineering, Inc.
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SECTION 02741
ASPIIALTIC CONCRETE PAYINGr
PARTT GENERAL
T I.O1 DESCRIPTION
I A. Work Included: Furnishing, laying, and compacting hot-mixed asphaltic
I concrete pavement in conformance with lines, grades, and typical cross-sections
shown on the drawings and Soils Report. Work in the CDOT ROW shall be per
t CDOTplans, standards, and specifications.
r B. Retated work:
I l. Roadway Base: Se*tion2??2
1.02 OUALITYASSURANCE
I A. Source: Engineer shall have access to batching plant at all times work is in
progress.
t B. Record of Work: Contractor shall keep record of time and date of placement,
temperature, and weather conditions. Retain until completion and furnish copy
to Engineer.
C. Owner will arrange and pay for atl field tests to determine compliance of base
course and pavernent materials and compaction with the specification and the
I approved design mix formula.
I.O3 SUBMITTALS
I A. Samples: If Requested, provide samples of proposed materials.
I B. Test Reports: If requested fumish copies of tests from certified and acceptable
I testing laboratory:
I l. Aggregate-AASIITOTg6
I 2. Tar - AASHTO M52 Grade RTC B-5, Mt t8.
3. Liquid Asphalt - AASHTO M8l, M82; ASTM D2026
I 4. Emulsified Asphalt - AASIITO Ml40
I 5. Compaction - AASHTO T230
6. Stability and Flow - AASIITO T245
r C. Job Mix Formula: Provide Engineer proposed mix design based upon aggregares
to be used.
r ASPHALTPAVTNG-0274I l
Peak Civil Engineering, Inc.
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Middle Creek Affordable Housing
Town of Vail, Eagle County, Colorado
Peak Civil Engineering, Inc.
l. Submit design mix to Engineer for approval along with Marshall series
performed by an independent laboratory.
2. Stability per ASTM D1559: l50O lb. minimum
3. Flow per ASTM D1559:.08 to.16 inch
4. Air Voids percentage per ASTM D1559: 3 to 5 percent
5. Use an anti-stripping additive form the approved list of additives in
Chapter 40O of the Colorado Department of Highways Field Materials
Manual
6. Minimum Asphalt content:
I.O4 DELIVERY.STORAGE.ANDHANDLING
A. Transport mixtures form mixing plant in trucks having tight, clean, non-sticking
compartments. When transporting, provide covem to protect from weather and
prevent loss of heat when temperature is below 50 degrees F. During
temperatures below 50 degrees F on long distance deliveries, provide insulation
around entire truck bed surfaces.
1.05 JOB CONDITIONS
A. Environmental Requirements: Do not place asphaltic concrete on wet surfaces,
or when temperature is below 40 degrees F, unless agreed to by Engineer.
B. Protection: After final rolling, do not pennit vehicular traffic on asphaltic
concrete pavement until cooled and hardened. hovide barricades, flagmen, and
warning devices as required to protert pavement. Maintain pedestrian and
vehicular traffic as required. Cover openings of structures in paving until
perrnanent coverings are placed.
D. Confirm in writing, aggregate base course constructed by others has been
compacted to requirements of these specifications. Use any means necessary to
proof roll or test to confirm aggregate base is satisfactory to receive asphaltic
concrete. Notify in writing to Owner any deficient areas so they may be brought
into conformance with specifications prior to placement of asphaltic concrete.
PART2 PRODUCTS
2.OI ACGREGATE
Clean, hard, durable particles of crushed stone, crushed gravel, natural gravel, or crushed
slag with not more than 45Vo of wear, AASHTO T96.
Sizes #8 and larger, tolerances + 8Vo; #30 + 3%; where 100% passing, no tolerance.
ASPHALT PAVING. 02741
Peak Civil Engineering, Inc,
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Town of Vail, Eagle Count5r, Colorado
I Peak Civil Enginecring,Inc.t
Sieve Percentage by Weight Passing Square Mesh Sieves
t Grading Grading Grading Grading
GCCXF
I r-U2" 100
r" 90-100 100 - 100
- 3/e" 63-85 9G100 100
I
- 318" - 60-88 74-89
#4 22-54 4+72 5G78
I #8 :r.-47 30-62 32-@ 45-85r #30 4-26 12-38 12-38
#200 t-7 3-7 3-7 7-13
I Use Grading CX for this project.
I 2.o2 ASPHALTICCEMENT
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AASHTO M226, Penetration Grade 85-100. Use AC-10 for all paving.
I 2.03 TACKCOATr
One of the following, grade and type as recommended by supplier:
r A. Emulsified asphalt, AASHTO Ml40
I B. Cationic emulsified asphalt, AASHTO M208
!
, 2.U MIX DESIGN
I A. Determine design mix based upon aggregates to be used.
l. Submit design mix to engineer for approval along with Marshall series
I performed by an independent laboratory.
2. StabittyperASTMDl559: 1500lb.minimum
ll 3. FIowperASTMDlS5g:.O8to.16in.
4. Air voids percentage per ASTM D1559.. 3 to 5Vor
5. Use an anti-stripping additive form the approved lists of additives in
I Chapter 400 of the Colorado Department of Highways Field Materials
I Manual.
6. Minimum Asphalt content; 5.8%
- B, Furnish aggregate gradation.
- ASPHALTPAVING.02T4I
r Peak Ciyil Engineering,Inc
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Middle Creek Alfordable Housing
Town of Vail, Eagle County, Colorado
Peak Civil Engineering, Inc.
C. Accepted design mix shall meet compaction requircments of these specifications.
2.06 MDilNG
General: Comply with ASTM D995 for material storage, control, mixing, and
plant equipment and operation.
Aggregates: Keep each component of various-sized combined aggregates in
separate stockpiles. Maintain so separate aggregate sizes will not be intermixed
and to prevent segregation. Heat-dry aggregates to reduce moisture content to
not more than 2Vo. Deliver dry aggregate mixer at recommended temperature to
suit penetration, grade, and viscosity characteristics of asphaltic cement, ambient
temperature, and workability of mixture.
Asphaltic Cement: Heat bitumen to viscosity at which it can be uniformly
distributed throughout mixture. Select temperature range of 275 degrees F to 350
degrees F to suit temperature - viscosity characteristics of asphalt. Do not
exceed 350 degrees F.
Mixing: Accurately weigh or measure dry aggregates and weigh or meter
asphaltic cement to comply with job-mix formula requirements. Mix aggregate
and asphaltic cernent to achieve W95Vo coated particles for surface mixtures
when tested in accordance with ASTM D?/,89.
PART3 E)GCUTION
PREPARATION OF SI.JRFACES
Base Course: Blade, shape, and smooth aggregate base course to uniform
section. Remove loose materials. Clean the surface to be paved by mechanical
sweepers, blowers, or hand brooms, until surface is free from dust.
Iftime lapse from final shaping to placement is longer than Z hours, reshape,
wet and compact surface, or apply prime coat. When prime coat is used, apply at
rate of 0.3 gallons per squarc yard as soon as practicable after surface has been
prepared and is sufficiently dry. Calibrate distributor and frrmish calibration to
Engineer. Adjust spray nozzles and spray bar to provide uniform distribution of
prime coat. Cease immediately upon clogging or interference of any nozzle and
correct before distribution is resumed.
hotect adjacent surfaces from prirne coat material. Remove prime oat from
adjacent surfaces. Retum to same condition prior to work beginning. Maintain
prime coat and/or base course surface until covered by asphaltic concrete. Where
prime coat has been applied for 48 hours, and has not dried sufficiently, materials
may be blotted with aggregate in manner agreed to by Engineer. Clean any
damaged area of all loose material, and repair base course to satisfaction of
Engineer. Reapply prirne coat.
Existing Surfaces: Clean of all foreign materials. Fill holes and low places with
leveling courses and compact prior to surface placement. Tack coat existing
ASPHALT PAVING. 02741
Peak Civil Engheering, Inc
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surface at 0.1 gallon per square yard. Apply only to areas on which surfacing is
to be placed immediately. Do not extend more than 2000' ahead of paving
equipment. hevent traffic from travelling on tack coat.
3.02 FRAMEADJUSTMENTS
Set frames of structures to final grade. Place compacted asphaltic concrete to top of
frame. If permanent covers are not in place, provide temporary covers over openings
until compaction is complete. Where frames and covers are paved over, mark so crews
can find on an emergency basis until cut out and adjusted to final surfacing.
3.03 PLACEMENT
Place at temperatures of not less than 280 degrees F, or more than 350 degrees F.
If temperature is below 50 degrees F and falling, asphaltic concrete mix shall not
be less than 300 degrees F, while on trucks just prior to laydown. Mechanical,
self-powered pavers shall be capable of spreading mix within specified
tolerances, true to line, grade, and crown as indicated on drawings. Road grader
equipped with automatic blade control may be used for leveling courses. Pavers
shall be equipped with hoppers and distribution screws which place mix evenly
in front of adjustable screeds. Screeds shall be adjustable for height and crown,
equipped with controlled heating device for use as required. Screed shall strike
off mix without tearing, shaving or gouging surface, to depth and cross-section
specified, without aid of manual adjustment during operation. Pavers shall be
capable of placing courses in thickness' from W to 4" and from widths of 8' to
15'. Extensions and cut-off shall permit changes in widths by increments of 6".
Strike finish surface smooth; true to cross section; uniform in density and texture;
free form hollows, transverse corrugations, and other inegularities. Paint contact
surfaces between gutters, manhole rings, catch basins, and other similar
structures with thin, uniform coating of tack coat. Final surface shall be 7c"
above all strucnrres and gutters sloping away from paving, flush with gutters
sloping towards paving.
Hand Placement: Where certain areas because of irregularity, inaccessibility, or
unavoidable obstacles, do not lend themselves to machine placement, Engineer
may agree to hand placement. Spread and compact to same finish and
compaction tolerances of these specifications.
Joints: make joints between old and new pavement, or between successive day's
work, to insure thorough bond between old and new surfaces. Clean surfaces
free of sand, dirt, dust, or other materials, and apply tack coat. Construction
joints must have same texture, density, and smoothness tolerances as other
surfacing.
l. Construct transvene joints to existing material by cutting material back
to expose full depth edge. Paint thin uniform tack coat on joint and place
new asphaltic concrete.
2. Prepare longitudinal joints overlapping screed 1" on existing surface.
Deposit sufficient material to complete joint. Push excess by hand
ASPHALT PAYING. O274I
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Middle Creek Afiordable Housing
Town of Vail, Eagle County, Colorado
Peak Civil Engineering, Inc.
3.M COMPACTION
ASPHALT PAVING. 02741
Peak Civil Engi neering, Inc.
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rakell?' on new rnat leaving vertical uncompacted face approximately I "
high. Compact against joint by rolling equipment. No depression
allowed exceeding l/8" for width of 6", after final compaction.
Finish Tolerance: Place leveling courses within tl" of design grade. Finished
surfaceswill be tested with l0' straight edge, parallel to center line at location of
wheel paths for each lane. Straight edge will be advanced 5' and space under
straight edge shall not exceed t/". Correct areas deficient in smoothness by
completely removing surface material and replacing. Overlay corrections may be
made only if approved by Owner.
Thickness Tolerance: Compacted thickness shall be no less than that shown on
drawings. Any surfacing which does not meet minimum thickness shall be
removed and rcplaced.
General: Provide one pneumatic-tired and one steel-wheel roller to obtain
required density, surface texture, and rideability. Begin rolling operations
imrnediately following placement of asphaltic concrete. Do not permit he'avy
equipment, rollers, etc, to stand on finished surface where deformation may
occur. End each pass of roller in different place.
Rollers
l. Steel-wheel rollers self-propelled, developing contact pressure under
compression wheels of 250 to 350 psi per inch of width of roller wheel.
Rollers equipped with adjustable scrapers and means for keeping wheel
wet to prevent mix from sticking.
2. Pneumatic-tired rollers self-propelled, developing contact pressure under
each tire of 85 to I l0 psi. Wheels so spaced that one pass will
accomplish on e complete coverage equal to rolling width of machine.
Wheels oscillate but not wobble. Remove and replace immediately any
tires picking up fines.
Compaction Procedures
Compact longitudinaljoints and edges first, starting at outside edge and
gradually progress towards center of pavement. Begin superelevated
curves rolling on low side on previously transversely compacted
material. Successive passes should overlap by one half width of roller.
Mat temperatures must not be below 150 degrees F.
Immediately follow rolling of longitudinal joint and edges with
breakdown rolling. Place drive wheel nearest paver and pull roller
towards paver. Return roller to existing surface and make gradual shift
to overlap previous pass by half roller width. Operate pneumatic+ired
rollers as close to paver as necessary to obtain density required. Make
enough passes for rcasonably smooth surface.
Middle Creek Affordabte Housing
Town of Vail, Eagle County, Colorado
I Peak Civil Enginiering, Inc.
f 3. Final rolling by combination of steel and pneumatic rollers to obtain
density, surface texture, and surface tolerances required.
I D. Compact to minimum of 957o Marshall Desigrr method data submitted, or from
field samples taken by the Engineer, and prepared in accordance with ASTM
f D1550. Re-compact asphaltic concrete not conforming to density standards to
I these specifications. Cut out compaction test plugs as directed by Engineer.
Contractor shall cut test plugs, fill, and repair test holes at his expense.
I 3.05 PATCHTN.I
Cut out and fill with fresh, hot asphaltic concrete. Remove deficient areas for full depth
I of surface and base course. Cut sides perpendicular and parallel, and perpendicular tot direction of traffic to extent of failure. Apply tack coat to exposed surfaces before
placing new pavement. Compact and finish to specification.
I 3.06 CLEAN UP
I After completing operations, clean surfaces, pick up excess paving materials, and clean
t work area.
END OF SECTION 02747I
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I A'PH^A,Lr PAVTNG - 0274r
I
Peak Civil Engineering, Inc.
Middle Creek Alfordable Housing
r Town of Vail, Eagle County, Colorsdo
I Peak Civil Engineering, Inc.
I
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PARTI GENERAL
I 1.OI DESCRIPTION
I A. Work Included: Furnishing, forming, jointing, placing, and curing of concreteI $ffff*Jiln#.::I:::,,'ji::fr1h"j;HSHlJii;::'"'-ancewith'|ines,
I B. Related Work:I
l Roadway Base: Section 02722
I r.o2 ouALITYAssuRANcE
I A. Source: Engineer shall have access to batching plant at all times work is in
I progress.
I B. Record of Work: Contractor shall keep record of time and date of placement
I ffif_lff;.,
and weather conditions. Retain until completion and turnish copy
I I.O3 SUBMITTALSI
A. Shop Drawings: Reinforcement, precast sections.
I B. Manufacturers Data: Additives, joint materials, curing compounds.
I C. Mix Desigrr: Proportions of fine and coarse aggregate, water, cemen! air
f content, admixtures. See specification section 3.
I D. Placement: Method proposed, if requested.
I I.O4 JOB CONDITIONS
t A ffJi.ffir;;;,ffi:":P,"'trTilill,Tl,ixfiitr.*Hiffi"T,Hiiit5s:1
degrees F, and there is frost in subgrade. When concreting is permitted during
f cold weather, temperature of mix shall not be less than 60 degrees F at time of
placing.
I B. Hot Weather: When air temperature in shade exceeds 90 degrees F concrete mix
I at delivery shall not excess 80 degrees F. Fog Sprayers of special wetting agents
may be required for protection.
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CONCRETE PAVING. O275I
I. Peak Civil Engineering, Inc.
I
Middle Creek Alfordable Housing
Town of Vail, Eagle County, Colorado
Peak Civil Engineering, Inc.
PART2 PRODUCTS
2.OI READY-MIXEDCONCRETE
AASHTO MI57
2.02 CEMENT
AASHTO M 85, TYPE II, 560 POI]NDS/CI.JBIC YARD
2.03 AGGREGATES
A. Fine Aggregate - AASHTO M 6,33 to 39To total
B. Coarse Aggregate - AASHTO M80, size 67, 357 , or 467
2.04 Water-AASHTO T26
A. Slump l" to 4"
B. Water cement ratio - 0.48 maximum
2.05 ADMIXTT'RES
A. Air Entraining Agent - AASHTO M154, plus-minas l-ll2o/o
Aggregate Size
318"
W'
AirContent %
8
7
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l" and larger 5
B. Chemical-Admixtures AASHTO Ml94
2.06 OUALIry
A. Follow agreed mix design
B. Conform to applicable requirements ofACI 301
C. Field cylinden shall produce 28 day minimum compressive strength of 3750 psi.
Cement content 564 lb./cy minimum.
2.07 REINFORCEMENT
A. Deformed and plain billet-steel bars AASIITO M3l
B. Fabricated steel bar rod mats, steel wire fabric AASHTO M 54
CONCR,ETE PAVING - 0275I
Peak Civil Engineering Inc.
r Middle Creek Affordable Housing
Town of Vail, Eagle County, Colorado
I Peak Civil Enginiering, Inc.r
2,08 JOINT MATERIAL
t AASHTOMIT3
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r 2.09 CURING MATERIALS
I A. Burlap cloth from jute or kenaf - AASHTO M 182
B. White liquid membrane- AASHTO M148, I galll50 SF
C. Sheet Materials - AASHTO M171. 4 mil
PART3-EXECUTION
I 3.OI SUBGRADE/BASE COURSE
I A. Check for soft spots by proof-rolling or other means prior to setting forms.
I Remove soft yielding material and replace. Compact to specification. Wet to
optimum moisfure to 6" deep, not more than 12 hours prior to placement so
subgrade will not absorb moisture from concrete.
r B. Test for crown and/or elevation by subgrade planer to assure specified thickness.I [::#:':.i:15:i:?:;i::,:"-::ffi13,Ti.*':,r#::',";,Ti:lf';ry;:;i: ""I disturbance inside forms aftei fine grading subgrade.
I 3.02 FRAMEApTsTMENTSI
Set frames of structures in full mortar bed to provide proper bearing and to final grade.
I Form construction joints and blockouts in accordance with drawings.
I 3.03 FORMSI A rfi::,ff:'J,r:,iiT:,f",1*Tfi::11Hffi31ffi"J1#trH;t#S-*
surface l/8". In good condition, clean, and strong enough to resist pressure of
I concrete when placed. Joined neatly and accurately to line and grade, and
mechanically tamped to assure firm placement. Oil prior to concrete placement.
t B. Set dowels, expansion joints, preformed construction joints, and header boards inI accordance with drawings. Securely stake preformed baskets to prevent
movement. Grease dowels on one side ofjoints with caps on greasod end,
I C. Backfill behind forms as required to prevent water form entering subgrade.
I 3.04 REINFORCEMENT
I
Place as shown on drawings. Hold all tie and marginal bars in proper position by
r sufficient supports or pins. If center longitudinal joint sawed in lieu of placing metal or
I CONCRETEPAVING.O2T5I 3r Peak Civil Engineering, Inc.
I
Middle Creek Affordoble llousing
Town of Vail, Eagle County, Colorado
Peak Civil Engineerlng, Inc.
plastic strip, bars may be mechanically installed or placed on supports. Where rod mats
or steel wire mesh is required, place on freshly deposited concrete struck offto required
elevation for steel placement. Where two layers of mesh are required, support httom
layer by bar chairs with separators for top mesh, if strikeoff cannot be properly used.
Lap adjacent mesh sheets in accordance with drawings. Laps and ties of bars in
accordance with drawinss.
3.05 PLACEMENT
Deposit neax final position on grade with minimum segregation and without damage to
subgrade. Operate transit mixer outside forms at all times, except in locations agreed to
by Engineer. Place concrete on subgrade in successive batches for full width between
forms in manner requiring as liule rehandling as possible. Spread mechanically to
prevent segregation and separation ofmaterials. Additional spreading may be by hand
shovels. Deposit excess concrete to provide roll ahead of strike off screed for full lerrgth
of screed. Consolidate concrete with vibrators and spade next to forms, so final surfaces
will not have holes or honevcombs.
3.06 FINISHING
A. Use equipment desigred to spread, consolidate, screed and float freshly placed
concrete in one pass, providing well consolidated, homogenous mixture,
requiring minimum of hand finishing to meet surface tolerances. Strike hand
finished surfaces to tolerances by methods agreed to by Engineer.
B. Finished surfaces will be tested with l0' straight edge parallel to center line
immediately following first floating of surface. Sraight edge will be advanced
5' and space under straight edge shall not exceed 3/16".
C. Final finish pavements after floating and straight edging with canvas belt, other
suitable belting 12" wide, or rubbing. Work belt longitudinally with crosswise
motion. Curbs, gufter, cross pans, and sidewalks finished with burlap drag, wood
floa! or brush.
3.O7 CI.]RING
Apply curing compounds, sheets, or burlap immediately after finishing and water film
has evaporated from surface. Do not mark or mar finished surface. Coat sides within one
hour after form removal.
3.08 PROTECTION
A. Have plasic sheaing or other suitable materials available at all times to protect
fresh uncured surfaces from rain.
B. Provide full protection from freezing. Admixtures (calcium chloride) are not
acceptable for freeze protection.
C. For hot weather, use fog spray or water retarding additives. Do not throw water
directlv on surface.
CONCRETE PAVING - 02751
Peak Civil Engineering Inc.
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- Middle Creek Affordable Housing
Town of Vail, Eagle County, Colorado
I Peak Civil Engineering, Inc.t
3.09 JOINTS
CONCR-ETE PAVING - 0275I
r Peak Civil Engineering, Inc.
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A. Contraction joints, minimum depth % thickness of concrete.
1 Hand formed with tool, header board, or trowel pushed into surface to
move all aggregate from joint.
2. Saw joints as soon as concrete can support eguipment without marring,
no later than 12 hours after placement. First joints sawed approximately
60 feet apart intermediate joints sawed after initial joints. Joints to be
straight, true and perpendicular to centerline.
B. Longitudinal joints in conformance with drawings.
l. Fabricated steel or plastic strip held rigidly in place with adequate pins
driven into subgrade.
2. Joints constructed by forms with recess and tie bars.
3. Sawed joints, with suitable guidelines to ensure joint is true to line. Saw
as soon as possible to prevent erratic or uncontrolled cracking.
C. Construction joints perpendicular to oenterline at end of each day's work. Use
dowels, bars or load transfer devices in all construction ioints in accordance with
drawings.
D. Expansion joints with preformed joint filler in a vertical position, deviating not
more than tA" from a straight line. Install at all existing and proposed structures
projecting through, into or against pavement, in accordance with drawings.
I E. Installjoint sealant at temperatures above 50 degrees F. in accordance with
I manufacturer's recommendations. Clean all dust, debris, and water from joint.
I 3.10 THICKNESS
I
Remove and replace work less than 95oloof thickness according to drawings at
r Contractor's gxpense.
r 3.11 cLEANUp
I After completing concrete operations, clean surfaces, pick up excess materials, and cleanr work area.
I 3.r2 oPENTNGToTRAFFIcI
After 7 days or concrete has attained 550 psi flexural snength. No vehicle loads
I exceeding design loading. No equipment permitted on new pavement until strength
t attained.
EfrD oF SECTION 02751
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sEcTtoN 02765
PAVEMENT MARKINGS
PART I - GENERAL
t r.or SUMMARY
r A. Seclion Includes:
t l. Loyoul ond poinl lines qnd direction crrows, signs, hondicopped designofions, elc.
o. Aspholl poving.
b. Concrefe poving.
I c. Porking goroge slobs.
2. Poinl curbs os indicoled.
I B. Relqlect sections:
' l. Aspholt Poving: Seclion 02741.
r 2. Concrete Poving: Section 02751.
I 4. Porking Goroge Slobs: Seclion 03300 Cost-ln-Ploce Concrete
1.O2 QUALITY ASSURANCE
I A. Applicotor Quolificolions: Compony speciolilng in povemenl morking wifh proper
equipmenf for povement morking projecl of lhis size,
I r.o3 PROJECT CONDTTTONS
r A. Environmentol Requiremenls: Donolopplypovemenlmorkinginwefweqfherorwhen
t temperolure is below 40o F.
PART 2 - PRODUCTSI
I 2.O1 STRTPTNG PAINT
I A. Point: FSTT-P-Il5Type3chlorinotedrubberbose.
f l. Color: Whiler 2. Hondicopped Morkings: Blue ond white.
I PART3-E(EcuTroNr
3.OI MARKING
I A. Preporotion ond Loyout:l. Atter pqving is fully cured, sweep poving cleon.
| 2. Loyoui: Loyout ond poinf symbols, direction onows, signs, etc., on ospholt poving,
I concrele poving ond porking goroge slobs os indicoted on Drowings.rr 3. Verify morking loyouts wilh Architect before proceeding.
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Morkings:l. Lines: Four inches wide pointed by mechonicol sfriping mochine.2. Mo*ings: Appry finirng ond olher rnorkings sufficbnf quonlily fo produce complefety
opogue lines ond morkings.
END OFSECTION
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oA 0210 u276&2
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sEcTtoN 02810
IRRIGATION SYSTEM
PART I- GENERAL
I r.0r SUMMARY
r A. Section Includes:
I l. Design ond inslollotion of underground sprinkler syslem.
B. Reloled Sections:
I l. Trench Excovolion ond Bockfill: Section 02300 Eorthwork.
I 2. Londscoping: Seclions 02917 Fine Groding ond Soil Preporotion, 02923 Nolive
Seeding ond 02930 Exlerior Plonls.
I 1.O2 SYSTEM DESCRTPTTON
r A. DesignRequiremenis: Controclorsholl designsyslemollowing 1-l12"otwoterperweek
lde|iveredtoeochzoneboseduponovoi|ob|eservicesizeondwoterpressure'Numberr of zones sholl be opfionol wifh fhe contrqctor except lhof shrubbery heods sholl be
zoned seporolely. No piping or sproy heod moy be locoted within 5'of lhe building due
I to soil conditions. Provide shrubbery heods qt oll shrubbery oreos.
I I.O3 SUBMITTALS
I A. Quolity Assuronce Submiflols:l. Design: Submit three (3) copies of loyouf ond design for opprovol by Architecf
before commencing ony work. Sleeving lo occommooofe sprinkler pipes sholl ber Hllli3;hXli'::fl3ffiJ11i,ffi'ffifl[[:e*e,Jl:ffi#'Ii:i,:':l'"X1iT.oil3io-
second. Lolerol piping sholl noi be used less thon l" l.D. Pipe sholl be reduced no
f less lhon 6" beyond lhe lost iee of q lorger pipe size.
I B. Conlrocl Closeoui Submitlols:
t l. Operotion ond Moinfenonce Dolo: Submit written operoling insfruclions including
I winterizolion procedures. Submit o confroller progromming schedule indicoting
length of time eqch zone is lo be operoted. Coordinole conlroller/wofering
I 2. ii,flfl'"T#'1,,:#:i,:?1iil-,:n:i":iffi::'h"ms. provide ownerwi,h:I o. Two sprinkler heods of eqch size ond type.b. Two volve keys for operoting monuol volves {two droin volve keys ond two
I gote votve keys).
I c. Two keys for eoch type of volve cover.d. Two wrenches for removing ond instolling eoch ty1>e of heod.
I 3. Record Drowings: Moinloin project record documenls in occordonce wilh Secfion
SlJrT;,ilbt'l
complele set of record drowinss for sprinkler syslem of conlrocl
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QUALITY ASSURANCE
Insloller Quolificotions: Insfoller sholl hqve sotisfoctorily instolled occeptoble
underground sprinkler syslem on of leqst lhree olher compor<rble projects.
I.O5 DELIVERY, STORAGE AND HANDLING
A. Preveni domoge lo system componenls during looding, fronsporting, ond unlooding.
Deliver oll componenls in originol conioiners ond slore in o cleon, dry locolion.
I.06 WARRANTY
A. Wononf inigolion system for o period of one (l ) yeor ofler completion ond occepionce
of oll work ogoinst moteriol defecls ond croflsmonship. The wononty sholl be for l0O% of
lhe insiolled price. This wononty does nol cover ony defecls resulting from neglect by
Owner, obuse or domoge by olhers, or unusuol phenomeno or incidents which ore
beyond the inigotion system instqller's control.
PART 2 - PRODUCTS
2.O1 PIPE AND PIPE FITTINGS
A. Pressure Pipe: PVC Closs 200. Use conlinuous (no-fiiting intenuptions) 160 lb.
polyelhylene NSF opproved ulfro-high moleculor weighi polyethylene woler service pipe
monufoclured by Yordley Compony for opproved eguol, CS-255-63) for oll pressure pipe
inslolled beneolh poved surfoces.
B. Circuit Pipe (Downslreom From Circuil Volves): Conform fo Commerciol Slondords CS-
256-63, PE 2306- I 00 NSF polyelhylene pipe. Use I 25 lb. NSF continuous polyelhylene pipe
for oll lqterol pipe instolled beneolh poved surfoces.
C. Pipe Filtings: For PVC plostic pipe, ASTM D 2466 socket fitlings with ASTM A 2564 solvenl
cemenl.
Sleeving: Closs 160 PVC wifh primed ond solvenl (groy blue) welded joints.
VALVES AND VALVE BOXES
Volves: Eleclric oulomolic volves.
Bockflow Prevenler: Provide onli-siohon device lo meel locol code.
Volve Box: Ploslic.
Volve Cover ond Frqme: Ploslic wilh provision for locking.
SPRINKLER HEADS
Monufoclurer's slondord unit designed to provide uniform coveroge over enlire oreo of
sproy shown on drowings of ovoiloble woter pressure, os follows:L PoeUp Sproy: Fixed potlern, wilh screw-type flow odjuslmenl ond sloinless sieel
retrocfion spring.2. Flush Surfoce: Fixed polfern with screw-type flow odjustment.
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2.03
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3. Shrubbery: Fixed pollern with screw-type flow odiusimrlnl.
2.O4 DRAINAGE BACKFILL
A. Cleoned grovel or crushed sione, groded from 3'moximum lo 3/4'minimum.
2.05 AUTOMATIC CONTROL SYSTEM
A. Generol: Furnish o low voltoge system monufoctured expressly for control of oulomotic
circuil volves of londscope inigotion systems. Provide unit of copocity to suil number of
circuits os indicoied. Woll-mounl slolion controller.
B. Tronsformer: To converl building service voltoge lo conlrol volloge of 24 volls.
C. Circuil Conlrol: Eoch circuil vorioble from opproximotely 5 to 60 minutes. Include swilch
for monuol or outomolic operofion of eoch circuit.
D. Timing Device: Adjustoble, 24 hovr ond 7 lo l4 doy, clocks lo operote ony lime of doy
ond skip ony doy in o 7 doy or I4 doy period. Allow for monuol or semi-oulomotic
operolion withoul disfurbing presenl oulomotic operoiion.
E. Wire: Size musl meet locol codes ond be in occordonce wilh monufoclurer's
recommendolions.
PART 3 - EXECUTION
3.OI WATER SUPPLY AND POINT OF CONNECTION
A. Connect to supply of 4" sfub provided under mechonicol ccrrtroct of locotion shown on
Drowings.
B. Locofe bockflow prevenfer ond pump in choinlink enclosure.
3.02 INSTALLATION
A. Excovotion: Thewidthof lhetrenchinwhichthepipewill beplocedsholl besufficientlo
ollow lhorough tomping or puddling of suitoble bockfill moieriol under ond over lhe
pipe. Boring will be permifted only where lhe pipe musf poss under concrele sidewolk or
curb ond gufter (previously consfrucled povement) thot connol be removed. ln
bockfilling ihe bore, the finol density of the bockfill must motch thol of the sunounding
soil. All lrenches sholl be dug fo depths outlined under pipe ond wire depfh.l. Soil Invesligolion: Sprinkler controcfor sholl be responsible for invesligoting lhe lype
of soil in which his lines ore lo be inslolled ond ollow for some in his proposol. No
extro will be ollowed due fo difficuliy in trenching.2. Trenching Locotions: All lrenches sholl be locoted os per plon. The Conlrqclor sholl
be responsible for contocting fhe respeclive utility componies 5 doys in odvonce
ond verifying the exoci locolions of oll ufililies. The indicolion of fhe utilities on fhe
Drowings does nol relieve the Conlroclor of the responsibility for utility locolion.3. Trenches sholl be rouled lo ovoid existing ulilities. Verifl with the Archilecl ony
required relocotion prior lo inslqllolion.
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Bockfilling:l. Puddling or ponding ond/or jefling will not be ollowed wilhin lO'of the building or
foundolion wolls.2. Moferiols: &covoled moferiol will generolly be considered solisfoclory for bockflll
purposes. All bqckfill moteriol sholl be free from rubbish, vegeloble motter, frozen
moteriols, or stones. Do nof mix subsoil wilh topsoil. Any moleriol nof suiloble for
bockfill sholl be houled owoy.3. Condilions: Bockfill sholl not be done in freezing weother except with written
opprovol from lhe Architecl. All frenches sholl be left slighfly mounded to qllow for
selllemenl ofler lhe bockfilling is complefed.4. Trenches sholl be compocled by tomping lo o minimum of 95% of sfondord Proclor
density in londscoped oreos so fhof no seltling will occur.5. Re-sodded gross musf become flush wilh exisfing lurf upon re-estoblishmenf or will
be reinsfolled prior lo occepfonce or under wononiy depending on when over-
seltlemenf occurs. Re-sod with 6'long sfrips of sod. Hond wolering moy be required
on re-sodded lrenches if the sprinkler syslem hos been droined.
Sleeving:l. Conlrol Wire Sleeve: A golvonized melol conduit will be provided in coniroller
locolion shown on plon, stubbed out fhrough woll 5'-0". 24" below grode. See
elecfuicol for coordinolion. Confrqclor is fo exlend fhis conduit from point thoi it is
stubbed obove ground lo finol conlroller locotion(s).2. Sleeves Under Poved Surfoces: lf required, provide oll sleeves os indicoled on lhe
Drowings prior lo poving operolions. Setflemenl of frenches under povemenis ond
proper compoclion sholl be lhe responsibility of this coniroclof. Compoction should
yield density equol to lhot which wos required for originol pqving/bockfill operotion.
Pipe ond Wiring Depth:l. Pressure Moinline: 24'trom finish grode io lop of pipe. {tnsfolled sleeves ore ol 3O"
from flnish grode lo bolfom of french.)2. Loterol Lines: l0'{sleevesotl2') forlownsproyzones. 16"(sleevesof l8") forlorge
oreo furf heod zones.
Confrol Wiring: 21'trom finish grode.
Poly Loterols: 9" or more when not in shrub qreos ond ol surfoce when in shrub
beds,
E. PVC ond Pressure Piping: Pressure piping is thot piping from point of conneclion lo fhe
vorious electric zone control vqlves. Pressure piping (moinline) sholl be buried to o deplh
of nol less thon 24'(top of moinline). This piping sholl be groded lo droin (3'in l0O'
minimum) monuolly inio sumps contoining nof less thon lhree {3) cubic feef of 3/4'
crushed rock. All loterol PVC pipe sholl be solvenl welded. Connecfions sholl be primed
prior lo glue welding. All moinline pipe sholl be ring-tife type with sfobilizing blocks
insfqlled ol oll 90" ond 45" ongles ond tees. Pipe sholl be snoked in'lrench os much os
possible lo ollow for exponsion ond confroction.
F. Sprinkler Piping: Sprinkler piping is thol piping from lhe vorious eleclric volves out fo lhe
sprinkler heods. Do nof droin polyelhylene loferols.
G. Sprinkler Heods: Sef heods plumb ond l-l12'qbove finish grtde in sod oreos.1. Popup heods shqll be inslolled on PVC Schedule 80 PVC nipples with Schedule 40
tees of elbows os required. Pqrt circle heqds sholl be odjusled for proper coveroge.
Adjust heods lo conecl heighf oflersod is inslolled. No plonf plocemenl sholl
inlerfere wifh intended sprinkler heod coveroge, piping or olher equipmenl. The
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Architecl moy requesl nozzle chonges or odjustmenls withouf oddilionol cosls lo
the Owner,2. Rotory lmpoct Heods ond Quick-Coupling Volve Sumps: A droin sump sholl be
instolled immediotely sunounding every impoct sprinkler heod ond quick-coupler
volve. Eoch droin sump sholl conloin o minimum of one cubic fool of woshed 3/4"
grovel.
Triple-Swing Joinls: PVC swing joinls sholl be ossembled by using three (3) Schedule 40
elbows ond four (4) Schedule 80 nipples, three 3" nipples ond one 12" nipple. Angled
nipple sholl be no more ihon 45'ond no less lhon 10". Top srroll be flush wilh finish grode.
Mole threoded nipple ends sholl be wropped with Teflon fo6re. All swing-joinl pipe fittrngs
sholl hove IPS fhreod size of sprinkler heod.
Monuol droin volves sholl be ploced of oll low poinls in moinline lo insure proper
droinoge. A droinoge sump sholl be provided for eoch droin volve ond sholl contoin o
minimum of lhree cubic feei of 3/4" grovel. Droins sholl hove 2" PVC sleeves for key
operotion wilh o locking cop. Droins sholl be inslolled in o collopsible sleeve with locking
cover (see defoil).
Electric Conlrol Volves:l. Sholl be inslolled in such o woy ihol ihey ore occessible for repoirs - set of o depth
of lolerol off on elbowed PVC riser. Insloll eoch conlrol volve in o volve box, flush
wilh ihe ground. Ploce one (l) cubic foot of 3/4" grovel in the bollom of eoch box
below lhe volve.
2. Coniroctor lo verify pressure on eoch zone. lorge oreo turf heods ore to be of 7O psi
oi lhe forthesl heod on eoch zone. Throllle down flow control on lorge oreo turf
zones lo meel required pressure ond submil o chqrt ihot shows the pressure when
meosured ond ofler odjuslmenfs were mode.
Conlroller: Insfoll conlrollers 5'4'obove ground of location shown on plon.
Quick Coupling Volves: All quick couplers shqll be instolled on PVC triple swing joinls.
Volved cover sholl set flush with finished grode.
Conlrol Wiring: Instoll o single wire fo eoch solenoid from the conlroller, qnd o common
neutrol wire connecting oll solenoids from lhe controller, to serve os the power supply.
Neufrof sholl be white # 14, hol wires sholl be red #14 on runs noi lo exceed L000 feef
qnd # I 2 obove I ,000 feel. Wires sholl be toped togelher of l0 foot infervols. The confrol
wires sholl be slrung os close os possible lo the mqinline pipe wilh such wires to be
consislenfly locoled below ond lo one side of the pipe. Addilionolly, lhe Conlroclor is lo
drop one exlro wire in eqch mqinline french ond submit o wiring schedule thot indicotes
the zone number, length of lhe wire run ond lhe wire size for eoch zone.l. Underground eleclricol conneclions sholl be soldered ond woterproofed or
underground connectors moy be used os opproved. Leove o minimum loop of 24"
of wire ol eoch volve, eoch coniroller, eoch splice, eoch chonge in direclion ond
ol every 500 feet of stroight run for exponsion ond/or servicing,
Precise Equipment Locolion: All sprinkler equipmeni exposed of grode level sholl be
ploced 3'+ owoy from odjocenl povemenls qnd wolls. All other equipmenl sholl-be
locofed os neor os possible lo the locqtions designoted in ptq6s. Deviotions must be
opproved by ihe Architecl prior lo instollolion.
oA 02t0 028rG.5
3.03 TESTING AND FTUSHING
A, After oll pipins, risers ond volves ore in ploce ond connecled. but gior to insfollofficn of
spdnkler heods, quick coupler ossemblies, ond hose volves, thoroughly flush piplng syslem
under o full heod of woler. Moinloin flushing for lhree minufes through furlhermosl volve.
Atter flushing, cop oll dse6.
END OF SECTION
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sEcTtoN 02825
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wooD FEN.E
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- PART I -GENERAL
I r.or suMMARYr
A. Section lncludes:
I l. Wood fence os indicoted.
I I.O2 REFERENCES
I A. Lumber: Comply wiih Siondord Groding Rules for Wesiern Lumber, lotest edition,' published by Western Wood Products Associofion.
I r.o3 DELrvERy. sToRAGE AND HANDLTNGI
A. Comply with Seclion 01600.
I B. Slore mqteriols off the ground ond under cover.
I PART2-PRODUCTS
r 2.or LUMBER
I A. Posls ond Roils: Premium grode red cedor.I
B. Boords: I x 6 smoolh sown No. I fence grode red cedor.
I 2.O2 NA|LS AND BOLTS
t A. Golvonized box noils, size os required.
! B. Golvonized conioge bolls, size os required.
I PART3-EXEcuTroN
3.OI PREPARATION
I A. Set posts in 3,000 psi concrele fooling.
I 3.02 FENCING INSTALLATION
r A. Froming: Frome oll portions in o subslonliol monner consislenl wifh occepled slqndords
I for fencing. lnsloll boords wifh of leosl two 8d noils oi eoch connecfion.
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END OF SECTIONI
I OA 0210 O282U1
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sEcTtoN 02832
INTERLOCKING BLOCK REIAINING WALLS
PART I - GENERAL
I,OI SUMMARY
A. Seclion Includes:l. Design-Build Modulor Block Mosonry Retoining Woll Sysfem.2. Excovoiion for Reloining Wolls, Leveling Pod, Unil Fill ond Retoining Woll Bockfill.3. Geogrid Soil Reinforcemenf.4. RelofedAccessories.
B. Reloted Sections:
I . Soil Testing: Seclion 0 | 4l 0 Inspeciion ond Tesling Services.2. Loyoul: Seclion OlT22Field Engineering3. Excovolion ond Bockfill: Section 02300 Eorfhwork4. Droinoge Pipe: Section 02620 Subdroinoge.5. Cost-ln-Plqce Concrefe Retoining Wolls: Seclion 03300 Cost-ln-Ploce Concrele.
1.02 REFERENCES
A. ReferenceStondords:l. Excovolion: Colorodo Division of Lobor Rules ond Regulolions.2. Compoclion Slondord: Stondord Proclor Density ASTM D698.3. ASTM C9O Hollow lood beoring mosonry unils.4. ASTM Cl40 Sompling ond lesling concrele mosonry uniis.5. ASTM Cl45 Solid lood beoring concrele mosonry unils.
I.O3 SYSTEMDESCRIPTION
A. Design Requirements: Monufociurer shqll design mortorless, segmenfol, inlerlocking
concrele block retoining woll syslem to retoin soil of grodes;ndicoled on Drowings,l. Minimum focior of sofety ogoinst sliding: 1.5.2. Minimum focfor of sofety ogoinst overturning: 1.5.
I.O4 SUBMITTALS
A. Producl Dolo: Submil in occordonce with Section 01330, inciuding Monufoclurer's
inslollolion instruclions ond lisl of moleriol proposed for use.
B. Somples: Submil somples of oll product used in fhe work of lhis section in occordonce
with Seclion 01330.
C. Colculolions: Submit design colculolions seoled by engineer in responsible chorge of
reloining woll design.
D. Quolity Confrol Submiltols: Reports of soils lesling sholl be prepored ond dislributed by
Tesfing Agency in occordonce with Secfion 01450 Quolily Conlrol.
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QUALITY ASSURANCE
Regulofory Requiremenfs: Comply with opplicoble requiremenis of Uniform Building
Code, 1997 Edilion, ond locol codes ond ordinonces.
Certificofes: lf requesfed by the Architecl, furnish monufoclurer's certificotion ond lesf
results indicofing thot concrete mosonry unifs meet specified ASTM requiremenls.
Designer Quolificolions: Retoining woll sholl be designed by Professionol Engineer
regisfered in Stote of Colorqdo.
Mock-Up: Consfrucl 4'x 6'woll ponel in locolion os directed by the Archifecl.l. Accepled Somple Woll: Slondord for resl of work.2. Remove ol complelion of project.
Testing Agency: Soil testing during conslrucfion will be conducted by occeptoble lesling
loborotory. See Seciion 01450 Quolity Control.
Geotechnicql Engineer: Eorthwork operoiions under this section sholl be executed under
observoiion of Geolechnicol Engineer employed by Owner rvho will ploce quolified
personnel on sile during eorthwork operolions os necessory.
DELIVERY, STORAGE AND HANDLING
Generol: Comply with Secfion 0l600.l. Prevenf excessive mud, wel cemenl, epoxy, ond similor moieriols (which moy offix
lhemselves) from coming in confoct wilh lhe moteriols.2. Protect mqleriols from domoge. Domoged moleriols sholl nol be incorporoted inlo
lhe retoining woll slrucfure.
Mosonry Unifs: Hondle corefully lo ovoid chipping ond prolecl ogoinsl wefting prior lo
use. Allow oir circulolion under sfocked unils.
Geogrid:L Rolled geogrid moferiol moy be loid flot or slood on end for sforoge.2. Geogrids sholl be slored obove -20 degrees F.
PROJECT CONDITIONS
Environmenlol Requiremenls:
l. Moisfure Prolecfion During Insfollolion: Where exposed to weofher, Cover iop of
mosonry wolls of end of eoch doy's work using woierproof moteriol weighled down
lo insure iis remoining in ploce. Mointoin such proleition unfil finol copping of woll.
Exisiing Condilions:L Tesf Holes: A series of lest holes hove been mode for Owner by his seporole
consultonl. See Document 00300 Informolion Avoiloble to Bidden. Log ond report
ore believed io be occurole; however, neilher Owner nor Archilect guoronlees
informolion contoined lherein nor do ihey guorontee condiiions indicqled lo exisf
ol locolions of lesf holes will prevoil ol ofher locot'rons on sife.
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oA 0210 02832-2
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I PART2-PRODUCTS
r z.or MANUFACTURERS
I A. Acceproore MonuTocturers:I l. Keystone Retoining Woll Syslems, lnc.2. Amoslone.
I 3. Volley Block Compony. Lovelond, Colorodo 970/667-4480, or olher monufoclurer
I licensed by Verso-Lok Retoining Woll Sysfems.4. Approved Subslilute in occordonce with Section 0160O.
t 2.02 REIA|N|NG WALL SYSTEM
r A. Concrete Mosonry Units: KEYSTONE Retoining Woll Units complying with ASTM C90 ond
I ASTM C140. Provide Slondord or Compocl units os required by design.r l. Minimum 28-doy compressive sirength: 3,000 psi.2. Moximum moislure obsorplion: 8%.
I 3. Units sholl hove ongled sides copoble of concove ond convex olignment curvesI with o minimum rqdius of 3.5 feet. Where opplicoble, frx sfroighi wolls, use non-
ongled stroight side cop units.
I B. Connecling Pins For lnlerlocking Units: Non-conosive fibergloss pins.L Connecling pins sholl be l/2'diomeler thermosel isoplholic polyesfer resin-
I 2. #'X.ii:,1H3'ffi"'',fl:HT':fi:ilt 'r""T;" or | 28.00o psi ond shorr beom sheor orr 6,400 psi.
I C. Woll Setbock As indicofed.
I D. Consfruclion Adhesive: KEYSTONE KopSeol conslruclion odhesive.
I E. Bose Leveling Pod Moteriol: Compocled sond or grovel crushed rock in occordonce
wilh Seclion O23OO, or unreinforced-concrefe in qccordonce wilh Seclion 0330O. Peo
- grovel sholl nof be ollowed.
Ir F. Unil Fill: Free droining crushed stone or course grovel, 3l8" lo 314", with (no more fhon 5%
possing lhe No. 200 sieve).I
I G. Geogrid: High-densily polyefhylene exponded sheel or polyeslerwoven fiber moteriols,
specificolly fobricoted for use os soil reinforcemenl.
I H. Bockfill: Section 02300.
PART 3 - E(ECUTION
I 3.ol BreMtNATtoN
I A. Verificotion of Condifions;
t l. Beoring Surfqces: Inspect foundofions ond olher beoring surfoces for proper grodes
qnd elevolions, freedom from diri ond other foreign moleriol. Report unsofisfoctory
condilions fo Generol Conlrocior in writing with copy lo Archilecf.r B. Acceplonce: Beginnirg work meons occepfonce of existing condifions.
I OA 0210 028s2-3
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3.O2 PREPARATION
A. Cleoning: Remove dirt, ice, loose rust ond scole from wolls, qnd reinforcing prior lo
inslollotion.
B. Cooperolion: Check relotionship of retoining woll system to work under olher seclions.
cooperole with others ond proceed os desiroble for generol progress ond besl inleresl of
project.
C. Fine Groding: Foundotion soil sholl be fine grqded os required for leveling pod
dimensions.
D. Foundotion soil sholl be opproved by the Geotechnicol Engineer lo ossure lhol the
octuol foundolion soil condilions meel or exceed ossumed design strength. Soils nol
meeting required slrenglh sholl be removed ond reploced with occeptoble moleriol
under Seclion 02300.
3.03 BASE LEVELING PAD
A. Ploce leveling pod moferiols os required by retoining woll design upon opproved
foundolion lo o minimum fhickness of 6".
B. Compoclion: Compocl so os to provide o level surfoce on which lo ploce the firsl
course of unils. Compoction sholl be to 95% of Slondord Procior for: sond or grovel type
mqteriols. For crushed rock, moteriol shqll be densely compocted.
C. Leveling pod sholl be prepored lo ensure complete conloct of reloining woll unil wilh
bose.
3.04 UNIT INSTALLATION
A. Ploce first course of concrele woll unils on lhe bose-leveling pod. Check for level ond
olignmenl. Ensure thot units ore in full coniocl with bose.
B. Ploce unils side by side for full lenglh of woll olignmenl. Alignmenl moy be done by
meons of o slring line or offsef from bose line.
lnstoll fibergloss connecting pins ond fill oll voids of units wilh unil fill moteriol. Tomp fill.
sweep oll excess moleriol from top of uriits ond instoll next ccurse. Ensure eoch course is
complelely unit lilled, bockfilled ond compocted prior to proceeding lo next course.
Loy up eoch course ensuring thol pins prolrude inio odjoining courses obove o minimum
of 1". Iwo pins reguired per unil. Pull eoch unit forword, owcv from ihe embonkmenf,
ogoinsl pins in ihe previous course, ond bockfill os fhe course is completed. Repeoi
procedure fo lhe exfenf of woll height.
As oppropriofe where lhe woll chonges elevofion, step units wilh grode or turn inlo lhe
embonkment wilh o convex relum end. Provide oppropriole buried unils on compocled
leveling pod in oreo of convex relurn end.
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oA 0210 02832-4
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I 3.05 CAP INSTALLATION
I A. Ploce KEYSTONE Cop unifs over projecting pins from unils below. Pull forword lo selbock
I posifion. Bockfill ond compoct to finished grode.
I B. Provide permonenl mechonicol conneclion lo woll units wifh specified conslruction
odhesive. Apply odhesive to lop surfqce of unil below ond ploce cop unit into posiiion.
I 3.06 GEOGRID INSTALLATION AND BACKFILL
I A. The geogrid soil reinforcement sholl be loid horizonlolly on compocfed bockfill ond
I connecfed lo lhe concrele woll unifs by hooking geogrid over fibergloss pins.
l. Slock in fhe geogrid ol lhe woll unil connections shqll be removed.
.. 2. Insloll ol lhe proper elevofion ond orientofion os shown on the Monulocfurer's
I opproved design drowingsI 3. Pull pinned geogrid loul lo eliminole loose folds. Sloke or secure bock edge of
I 4 P;Lili:iT:'.il:,ftilSff:ll: il*?:?3n"i'3?;o",,,-enrs or unioxio, ondI bioxiol geogrids.
I B. Bockfill: Comply wilh Section 02300.
I l. Ploce, spreod ond compoct in such cr monner fhol minimizes lhe development of
slock or loss of prelension of the geogrid.
I 2. Only hond-operoled compoclion equipmenl sholl be ollowed within 3'of the bock
f surfoce of fhe KEYSTONE units.r 3. Bockfill sholl be ploced from the woll bock info lhe emb:nkment lo ensure thot fhe
I 4. ffi:?:::"S31:tt['i'"quipmeni shon nor be operored direcry on ihe seosrid. At minimum bockfill lhickness of 6" is required prior fo operofion of lrocked vehicles
over fhe geogrid. Turning of lrqcked vehicles should be kept lo o minimum to
I prevent trqcks from displocing the fill ond domoging the geogrid.
I 5. Rubber-tired equipmenl moy poss over fhe geogrid reinforcemenl of slow speeds
(less thon l0 mph). Avoid sudden broking ond shorp lurning.
I 3.o7 cLEANTNGr
A. Doily Cleoning: Moke every procticol efforl lo keep mosonry work os cleon os possible
t during construction. Al o minimum, dry brush mosonry surfoces ofter grout hos sel ol end
I of eoch doy's work.
I 3.08 FIELD QUALITY CONIROL
I A. Compoction: Comply wifh Secfion 02300.
I 3.09 PROTECTIONI
A. Protection of Completed Work from Physicol Domoge: Prolect projecting mosonry ond
I corners lioble to domoge ofler setting by suitoble plonking well iupportel.I
B. Replocement: Reploce reloining wqll work showing domoge or disfigurofion during
I progress of work in ils enlirety. Polching or hiding of defects nof permifted.
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END OF SECTION
I OA02l0 02832-5
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sEcTloN 02871
BICYCLE RACKS
PART I - GENERAL
I r.0r SUMMARY
A. Section lncludes:
I l. Bicycle rocks where indicoled.I
B. Relofed Sections:
I l. Concrele Bose Encosemenf: Seclion 03300 Cosf-in-Ploce Concrele.
!I.O2 SUBMITTALS
t A. Producl Dofo: Submit monufqciurer's producl doio occording to Seciion 01330- Submittol Procedures.
I PART2-PRoDUcTSI
2.01 BICYCLE RIBBON RACKS
I A. Accepfoble Monufoclurers:l. AAA Ribbon Rock Compony, lnc., Division of Brondir lnfernolionol, Inc.:212-505-
I 6500; www.ribbonrock.net.
I 2. Americon Bicycle Security Compony; www.omeribike.com.3. Columbio Coscode Compony; W I 547-1940. ext.850; www.limberform.com.4. Derovotions Corporolion; 8€&}37 -67 29 ; www.dero.com.
I 5. Accepled substilule in occordonce with Section 01600.I
B. Type: AAA Ribbon Rock Compony, Inc., Ribbon Rock, Model R&l I or occepted
I subsfitute, wifh in-ground onchor mounting.
t l. Lengfh: As indicoled on fhe Drowings.2. Moteriol: Steel.
I 3. Finish: Polyester powder cool.
I o. Color: As selecled by Architect from monufoclurer's sfondords.
PART 3 - EXECUTION
I 3.OI INSTALLATION
I lnsfoll plumb ond level ol locolions indicoled. Sei ond oncl'or in concrete qccording to
I monufoclurer's inslrucfions ond opproved producf dofo.
END OF SECTIONI
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02871-l
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sEcTtoN 02891
POST-MOUNTED SIGNS
PART I - GENERAL
I.OI SUMMARY
A. Seclion Includes:l. Troffic Conlrol Signs2. Site Signoge for lhe Hondicopped.
B. Products Instolled But Nof Supplied Under This Section:l. Concrefe for Sign Post Boses: Supplied under Seclion 03300 Cost-ln-Ploce Concrefe.
C. Reloled Seclions:l. Temporory Project Sign: Seclion 01500 Temporory Focilities qnd Conlrols.2. Hondicopped Povemenl Morking: Seclion 02565 Pove'nent Morkings3. Interior Signs: Section 10400 ldentifying Devices.
I.O2 SUBMITTALS
A. Shop Drowings: Submil shop drowings for opprovol os specified under Seclion 01330.
I.03 QUALITY ASSURANCE
A. RegulotoryRequiremenls:L Comply wilh requiremenls of oll regulotory ogencies hoving jurisdiclion.
2. Comply with opplicoble requiremenfs of Americons Witl-r Disobilifies Acl,
Accessibility Guidelines (ADAAG).
PART 2 - PRODUCTS
2.OI MANUFACTURERS
A. AccepfobleMonufocturers:l. Vulcon Signs, Inc.
2. J&SSigns.
3. Colorodo Bonicode.4. Midwesi Bonicode.5. Signoge, Inc.6. Scofi Sign Syslems, lnc.
2.O2 TRAFFIC CONTROL SIGNS
A. Troffic Conlrol Signs: Construcl poinled iroffic conlrol signs ot 0.080 inch lhickness
oluminum. Provide signs poinled by o professionol sign pointer using one coof of primer
ond iwo cools of sign point.
l. Posls: l2 gqge golvonized sleel posts wifh perforolions irs requhed for otlochmenl
of signoge fo posl.
2. Accessories: Provide fosleners ond occessories for mounling of signoge on posls.3. Size ond lexf of letlering os indicoted on lhe Drowings.
oA 0210 0289t-l
2.O3 SIGNS FOR THE HANDICAPPED
A. Hondicopped Porking Sloll Signs:
l. Required locoiions: Al eoch porking spoce reserved for the hondicopped.2. Size: See Drowings.
3. Grophics: Reflective vinyl dye cul intemqiionol symbol of occessibility ond lexl os
indicofed on Drowings in Helvelico Medium cqps.4. Colors: Hondicopped blue copy on whife bockground.5. Construct signs of 0.080-inch lhickness qluminum.
6. Posfs: l2 goge golvonized sleel posis wilh perforolions os required for otlochmerrl
of signoge to post.
7. Accessories: Provide fosleners ond occessories for mounling of signoge on posls.
PART 3 - INSTALLATION
3.OI EfiMINATION
A. Verificotion of Condilions: Prior lo inslollofion of signs, exomine lhe site condifions ond
lhe work of olhers insofor os il offecls fhe work ond report immediolely in witing to the
Architecl ony condilions which inlerfere with the inslollolion.
B. Eegin insfolling signs only ofter deficiencies hove been conecled in on occepfoble
monner.
C. Commencement of insfollolion implies qccepfcrnce of relqled wo* performed by olhers.
3.02 INSTALLATION
A. Insfoll signs level ond plumb or os deloiled on lhe drowings.
B. Profecfive Coofing: Coot conlqcling dissimilor melqls wiih qsphqlfic compound.
C. Sign Posfs: Sel in concrefe os indicoted.l. Troffic Confrol Signs: Coordinole direclion of sign foce wilh Owner prior lo selting
Posls.
D. Hondicopped Porking Sloll Signs: Cenler sign ol end of porking stolls indicqted on
Drowings.
3.03 CLEANING AND TOUCH UP
A. Upon complelion of insfollolion, cleon oll sign surfoces ond louch up oll scrofches lo
melol surfoces wilh louch-up pqint furnished by sign monufoclurer.
B. Sign Posls: Touch up or repoir support posfs os required.
END OF SECTION
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oA o2l0 02891-2
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sEcTtoN 02917
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FINE GRADING AND SOIL PREPARATION
I PART I -GENERAL
I r.or suMMARYI
A. Seclion lncludes:
I l. Vegetotion removol.
ll 2. Ripping.
3. Fertilizer.
r 4. Fine groding.
t 5. Dilch reworking.
B. Relqled Sections
I l. Eorfhwork Seclion O23OO.r 2. Inigolion Sysfem: Section 02810.3. Seeding: Section 02923.
I 5. Trees, Shrubs ond Ground Cover: Section 02930 Exlerior Plonfs.
I I.O2 SUBMMALS
I A. Quolity Assuronce Submittols:l. Certificotes: Sfole, federol ond olher inspeclion cerlificoles shqll occompony
invoice for moleriols showing source or origin. Submit to Architeci prior fo
I occeplonce of moleriol.
I.O3 DELIVERY, STORAGE AND HANDLING
I A. Generol:ComplywithSeclion0l600.
I B. Ferlilizer: Deliver inorgonic or chemicol fertilizer lo sile in originol unopened conloiners
I beoring monufocturer's guoronfeed chemicol onolysis, nome, lrode nome, frqdemork- ond conformonce lo slole low, beoring nome ond wqnonty of producer.
I r.o4 PRoJEcT/srTE coNDrTroNst
A. Generol: Do nof perfo'm work when climole ond exisfing sife condifions will nol provide
I solisfoctory resulfs.
I B. Vehiculor occessibility on sife shqll be os directed by Generol Confrocior. Repoir
I domoge lo prepored ground ond surfoces coused by vehiculor movemenl during work
I under lhis seclion lo originol condition of no odditionol cosf to Owner.
PART 2- PRODUCTS
I 2.or sorL MATERIALS
I A. Topsoil: Sfrip, slockpile ond redislribufe exisfing sife lopsoil under Secfion 02300:t Eorthwork os direcled
I OA 02t0 02917-l
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B.
c.
Soil Conditioner: Nof required
Fertilizer:
l. Firsl Applicolion (before sodding): Inorgonic mixture with the following chemicol
composilion ihoroughly incorporoled into fop 6" of soil:o. llb. of nilrogen (N) per 1,000 sq.ft.b. 3lbs friple super phosphote (G464) per 1,000 sq.ft.c. I l2lb. iron (using iron sulfote) per 1,000 sq.fl.2. Second ond Subsequent Applicofions: Inorgonic fertilizer with the following
chemicol composition:o. llb. of nitrogen using Diommonium phosphote (18-46-0) per 1,000 sq.ft.
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PART 3 - E(ECUTION
3.OI EXAMINATION
3.02
A.
B,
c.
Generol: Verify lhot exisling sile condilions ore os specified ond indicofed before
beginning work under this seclion.l. Grodes: Reestoblish originol grodes or esioblish new grodes lo incorporole
uniformly wilh odjocent lenoin, mointoining besl overoll sheel flow for well
disfributed surfoce runoff .2. Domoged Eorlh: Inspect to verify thot eorth rendered unfit lo receive plonling due
lo concrele, woter, morfor, limewoler or ony olher contominonl dumped on if hos
been removed ond reploced wilh cleon eorlh.
Unsolisfoclory Condifions: Report in writing lo Generol Conlroclor with copy lo Archilecl.
Acceplonce: Beginning of Insfollolion meons occeplonce of exisling conditions by
insloller.
PREPARATION
Prolection:L Locote sewer, woler, irrigofion, gos, electric, phone on<1 ofher pipelines or conduils
ond equipmenl prior to commencing work.2. Be responsible for proper repqir fo londscope, ulililies, wolls, povemenls ond olher
sile improvements domoged by operotions under lhis seclion.3. Poy for repoirs mode by Conlroclor(s) designoted by Owner.
Turf Cleoring: Remove (ond dispose of, off site) exisling turf or other ground vegetotion)
in oll improvement oreos to receive seeding.
Dilch Cleoring: Where indicofed on ihe Drowings remove oll gross ond weed moleriol.
Weed Conlrol: Remove onnuol weeds by filling. Remove pe;renniol weeds by opplyir,g
herlcicide one (l ) week before soil preporoiion ond os needed, buf no sooner ihon lhree
(3) months ofler emergence.
Surfoce Grode: Remove weeds, debris ond rocks lorger lho:,3/4". Dispose of
qccumuloled debris of direction of Archilecl.
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I F. Runoff: Toke meosures ond furnish equipmenl ond lobor necessory lo control lhe flow.
I droinoge, ond occumulofion of woter to run off lhe grounds os is inlended by lhe
grodes.
I G. Erosion Control: Toke meosures ond furnish equipment ond lobor necessory lo conlrol
ond prevenl soil erosion, blowing soil ond occumulotion of woler or wind-deposited
- moteriol on the site lhroughout durotion of work.
Ir 3.03 |NSTALLATIoN
I A. Rippins:
I l. Rip lo minimum 6" depth wilh ogriculturol subsoiler in oll oreos to receive plonting.
r 2'
5.fl,.,T$1""""1T:ff3i'['nffi1'J3r":ff"i:Tiffti";T"#,d,urins rippine' re'
!B. Soil Amendments:
r l. Evenly distribute fertilizer in improvemenl oreos of roles specified in 2.01 C.
I 2. After opplying fertilizer, lhoroughly till qreo fo depth of 6" minimum by plowing,r honowing or disking until soil is well pulverized.
I C. Fine Groding in oll Londscope Areos:
I l. Do fine groding for oreos prior lo plonling
2. Btoblish finish grodes to within I/2" of grodes indicoted.
I o. Shrub Bed: Allow 4'for mulch.
I 3. Noxious weeds or ports lhereof shqll not be preseni in the surfoce grode prior to
seeding.
r 4. Compqction of Surfoce Grqde Prior lo Londscope Inslollqtion: Firm, buf nol hord
I (80% slondord Proctor density within 2% oplimvm moislure). Prior lo occeplonce ofr grodes. hond roke fo smoofh, even surfoce free of debris. clods. rocks, ond
vegetoble moller greoter thon 3/4'.
I 3.04 FERTILIZING
I A. lf work hos nol received finol occeptonce wilhin 60 doys ofler initiol ferlilizer opplicolion.
opply llb of ocfuol nifrogen using Diommonium phosphofe (18-46-0) per 1,000 sq.ff.
I 3.os NoTrFrcATroN AND rNspEcTroNI
A. lnspection: Provide nolice lo Architecl requesting inspection of leosl seven (7) doys prior
I to onticipoled dole of complelion.
I B. Deficiencies: Archifect will specify deficiencies lo Conlrocior who sholl moke sotisfocfory
I odjusfments ond sholl ogoin notify Architeci for finol inspection.
3.06 CLEANING
I A. Generol: Remove debris ond excess moleriols from sile. Cleon oul droinoge inlet/outletr slrucfures. Cleon poved ond finished surfoces soiled os o result of work under lhis
seclion, in occordonce wilh direclion given by Archilect.
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END OF SECTION
3.O7
A.
o2917-1oAo2lo
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sEcTtoN 02923
NATIVE SEEDING
PART I - GENERAL
I r.or suMMARYI
A. Secfion Includes:l. Fertilizer.2. Seed.3. Mulch.4. Netting.
5. Moinlenonce.
I B. Reloled Seclions:
I l. InigotionSyslem: Section02Sl0lnigotionSystem.r 2. Fine Groding ond Soil Preporofion: Section 02917.3. Trees, Shrubs ond Ground Cover. Secfion 02930 Exterior Plonts.
T 1.O2 REFERENCES
I A. Reference Slondords. Comply wilh U.S. Deportment of Agricirllure Rules ond Regulolions
t under Federol Seed Acl ond be equol in quolity lo slondords for Cerlified Seed.
I 1.03 suBMrTALs
I A. Quolity Conlrol Submittols:l. Certificofes: Stole, federol or ofher inspection ceriificotes sholl occompony the
I invoice for moteriols showing source or origin. Submit to Architect prior lo
I occeplonce of lhe moleriol.
I B. Conlroct Closeout Submiliols:
I l. Operoling ond Mointenonce Doto: Al complelion of work, submit lhree (3) copies
in occordonce wilh Section 01780. lnclude directions for inigofion, oerolion,
I iilJllfl'lilliS-edi*?;:'S%Tiff:lli3$r conrinued ond proper mointenonce
r 2. Wonontyfor"Nolive'SeedAreos: Af complelionofwork,furnishwritfenwonontyto
Owner bosed upon requirements os specified.
I I.O4 QUALITY ASSURANCE
I A. Source Quolity Conlrol:
I I. Seed Moferiols: Subject to inspeclion ond occepfonce'. Archilecl reserves the right
to reject ol ony or ploce prior lo occepfonce, ony work ond seed which in
I 2 il:il:1*,?:[',:fiJ?]r,rffi';ffi:fff:?1J,",:llili?h, ore no'woived evenI though visuol inspeclioniesulis in occepionce.3. lnspection will be mode periodicolly during seeding, ot completion ond ot end of
wononly period Archilect.
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I OA 0210 02923-1
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B. Tesling Requiremenls: Seed ond seed lobels sholl conform hr cunenl Sfole ond Federol
regulofions ond be subject to testing provisions of the Associolion of Officiol Seed
Anqlysis.
I.O5 DELIVERY, STORAGE AND HANDLING
A. Comply wifh Seclion 01600.
B. Seed: Deliver seed in seoled stondord conloiners sloting conecf nome ond composilion
on lhe oulside of the contoiner. Seed domoged in tronsil or sioroge will not be
occepfed.
C. Ferlilizer: Deliver inorgonic or chemicol ferlilizer to site in originol unopened conloiner
beoring monufoclurer's guoronteed chemicol onolysis, nome, frode nome, trodemork
ond conformonce lo slole low, ond beoring nome ond worronty of producer.
D. Moteriol will be inspected upon orrivol ol projecl site.
E. lmmediotely remove unocceploble moleriql from job site.
I.06 PROJECT/SITECONDITIONS
A. ExistingCondifions:L Vehiculor occessibility on site sholl be os direcled by Archilect. Repoir domoge to
prepored ground ond surfoces coused by vehiculor movement during work under
this section to originol condilion ol no qdditionol cost l<, Owner.
B. Environmentol Condilions: Do nol drill or sow seed during windy weolher or when ground
is frozen or olherwise unlilloble.
l. Prefened seeding dofes for drylond grosses: October I ;o Morch 15.
1.07 WARRANTY
A. Wononty for "Notive" Seed Areos: Wononl oreos in seed lo be in o heolthy, vigorous
growing condifion, ond for consisfency of coveroge for o period of fwo yeors from dqle
of occeplonce. Afler fime of seed germinotion, re-seed ony spofs where seed hos not
germinoted wilhin lhe lotol seeding oreo. Continue lhis procedure until o successful
slond of gross is growing ond occepted by the Archilecl.
I.O8 MAINTENANCE
A. Generol: The moinienonce period sholl begin immediolely ofler eoch oreo is seeded
qnd conlinue until finol occeplonce of entire project. During this lime, be responsible for
wolering, mowing, sproying, weeding ond oll reloled work cs necessory lo ensure fhot
seeded oreos ore in o vigorous growing condition. Provide t:ll supervision, lqbor, moleriql
ond equipmenl fo moinloin seeded oreos.
B. Moleriols: Conform lo specificolions or olherwise be occeptoble to Owner.
C. Wolering: Woter seeded oreos of regulor schedule io be occepted by Archilecl until
stond of gross is esloblished. Affer gross is estoblished, woter inigoled gross of o regulor
schedule lo be occepted by Owner. Nolive ond odopled grosses should nol require
wolering once fully estoblished. Woler sholl be free of subslonces hormful to plonl
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I growth. Be responsible for furnishing wqler from inigotion system, quick couplers or otherr source.
I D. Reseeding: In oreos lorger thon 2 sq. ff. in which no sfond of gross is esloblished, reseed
I ond woler unfil slond of gross is successfully esloblished.
I E. Mowing ond Trimming:I ' H:*:iifli:8^,1.:1fl38:':;ffi:5:*ffJ?i,ffi.';:"""T"::j:::lrhesross
povemenl or inigoied lurf oreos.
I F. Feriilizotion:l. Drylond Grosses: See Article 2.01 C.
I G. weed control:
L Drylond Grosses: As required. using selecfive herbicides opproved by Owner.
I H. Insecl ond Diseose Conlrol: As required, opply insecticide ond fungicide opproved byr Owner.
I PART2-PRoDUcTsI
2.01 MATERIALS
I A. Seed Mixlures:l. Seed Mixture for "Nolive" (Drylond) Seeding Areos os Inclicoied: Sow following seed
mixture for pure live seed of lhe following roie:
I Soecies Drilled Rofe Broodcost Roles
Lbs. P.L.S. Per Lbs. P.L.S. Per
l00O Sq. Ft. ICOO Sq. Ft.I
Weslern Wheofgross L0 2.0
Blue Gromo 0,5 1.0
t Smooth Brome 0.5 1.0
Fylking Kentucky Bluegross 0,5 1.0
I B. Woler: Free of substonces hormful to plont growth. Be responsible for furnishing woterr from underground sprinkler sysiem, quick couplers or olher source.
I C. Fertilizer: Inorgonic mixlure wilh following chemicql composition:r l. FirslApplicotion: Asspecifiedin029lT, Article2.0l C2. Second Applicolion: Apply one pound of octuol Nilrogen using Diommonium
Phosphole l8-464 ond I l2lb. of lron Sulfote per 1000 sq. ft. immediolely offer
I seeding'
r D. Mulch:
I l. Drylond Seeding Areos: Hydromulch with Conwed 200 ond Tockifier or occepled
substiiule:
cr. Wood cellulose fiber: Moy not conloin ony substonce or foclor lhot mighl
I inhibit germinolion or growth of gross seed.I l) Dye lo oppropriole color fo ollow visuol metering of opplicolion.
r oA o2to o2929g
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Fiben: Ability fo become evenly dispersed ond suspended when ogiloted
in wofer.
When sproyed uniformly on surfoce of soil, fibers sholl form blotterlike
ground cover lhot reodily obsorbs wqfer, ond ollows infiltrolion lo
underlying soil.4) Weight Specificotions: Refer only to oir-dry weight of fiber, slondord
equivolenl lo l0% moislure.
Mulch Moteriol: Supply in pockoges hoving gross'areight nof over l00 lbs. ond
morked by monufocturer lo show oir dry weight conlenl.
Tockifier: Hydromulch fiber moy conloin tockifier or lockifier moy be odded ol
time of mulching.
Suppliers: Certify thqt loborolory ond field-tesfing of product hos been
occomplished qnd ihol il meels oll of foregoing requiremenls for wood
cellulose fiber mulch.
E. Nelting: Soil Sover jute nelting or occepled subslilule.
F. Stoples: No. I I gouge steel wire formed inlo o "U" shope 6" long.
PART 3 - EXECUTION
3.OI EXAMINATION
A. Verify thot exisling siie condiiions ore os specified ond indicoted before beginning work
under lhis Section.l. Loyouf; Verify loyouf of seeding oreos qs indicoted prior io storting seeding
operofions.
2. Grodes: Inspecl to verify thot fine groding is within 0.04 foot of grodes specified ond
indicoted.
B. Unsolisloclory Condilions: Report in writing to Generol Conlroctor with o copy fo
Architect.
C. Acceptonce: Beginning of inslollotion meons occeplonce of exisling condiiions by fhis
Conlroctor.
3.02 PREPARATION
A. Prolection:
l. Be responsible for proper repoir to londscope. ulilities, wolls, povements ond ofher
site improvemenls domoged by operolions under this Seclion.2. ldenlify prepored seeding oreos requiring profeclion ond erect boniers for proper
proleclion ond lroffic confrol.
B. Bosion Conlrol: Toke meosures ond furnish equipmenf ond lcbor necessory to confrol
ond prevenf soil erosion, blowing soil ond occumulotion of wind-deposiled moferiols on
fhe site throughoul the durotion ol work.
C. Seeding Areos: Remove weeds, debris ond rocks lorger thott 1/2" lhot moy hinder
seeding or subsequenf operotions. Dispose of occumulotecj debris of direclion of
Architecf.
2)
3)
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3.03
A.
3.06
A.
Fine Groding: Perform os required lo moinloin posilive droinoge, prevenl ponding onl
direcl run-off info cofch bosins, droinoge slrucfures. etc. ond os required fo provide
smoolh well-conioured surfqce prior to proceeding.
l. Toleronce: + O.O4 fool.
FERTILIZING
Second Applicotion to "Nolive" Grosses (Drylond) Seeding Areos: Just prior fo seeding,
dislribule fertilizer uniformly ol role of I lb. octuol Nifrogen Diommonium Phosphote I &
46-0 ond I l2lb. lron Sulfote per I ,000 sq. ft. to surfoce of oreio fo be seeded ond roke
lightly into top l/8'of soil.
3.04 SEEDING
A. Generol: Drill or plont in monner such thol ofler surfoce is roked ond rolled, seed sholl
hove l/4" of cover Accomplish seeding by Brillion iype drills. (Broodcosl iype seeders or
hydroulic seeding will be permitted only on oreos nol occessible lo mochine methods.)
B. Hydroulic Seeding/Mulching Eguipment: Include pump copoble of being operoted ol
100 gollons per minule ond ol l0O lbs. per sq. inch pressure, unless otherwise direcled.l. Equipment: Nozzle odoptoble lo hydroulic seeding reguiremenls.2. Sloroge Tonks: Meons of eslimoling volume used or remoining in fonk.
3,05 FERTILIZER
A. Hydromulching:L Mixing: Add cellulose fiber mulch ofler proportionole quonlilies of woter ond other
occepfed moteriol hqve been ploced in slurry fonk. Mix ingredienls fo form
homogeneous slurry.2. Sproying: Sproy-opply slurry mulch uniformly over designofed seed oreos using color
of mulch os metering ogenl.o. Apply ot role of l5OO lbs. per ocre plus tockifier ol rote of 120 lbs. per ocre.3. Hydromulching: Do nof opply in presence of free surfoce woler resulling from roin,
melling snow or other couses.
Timing: Mulch seeded oreos within 24 hours ofter seeding. Areos not mulched wiihin 24
hours ofter seeding sholl be reseeded with the specified seed mix prior lo mulching.
Quolity Conlrol: Repoir ond remulch oreos improperly mulched or domoged by
Conlroclor's negligence, in specilied monner. Mulch removed by circumslonces
beyond fhe Coniroclcr's control sholl be repoired ond remulched os ordered wilh
poymenl for lhis coneclive work, when ordered, of the conlroci prices.
NEITING
Areo To Be Netled: Apply jute nelting fo ony oreo which is vulneroble lo soil erosion such
os swoles or sfeep slopes.l. lf Confroclor fqils to nef such oreos ond soil erosion subsequenlly occurs, Conlrocfor
shqll re-estoblish finish grode. soil preporofion, seed bed, ond opply jute nelting oi
his own expense.
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B. Jule Nefling:l. Roll oul in direction of flow ofter seeding ond mulching.o. Apply moteriol loosely ond smoothly on soil surfoce wiihout stretching.b. Avoid wolking direclly on seedbed eilher before or ofter jute is opplied.c. Bury up-cholrnel end of eoch piece of jufe netling in norrow trench 6" deep.
Afler jute is buried, fomp trench firmly closed.2. In coses where one roll of netling ends ond second roll is needed, overlop up
chonnel piece over second roll by ol leost l8'. Where iwo or more widths of netiing
ore opplied side-by-side moke overlop of of leost 4".3. Outside Edges of Nelling: Spreod loose topsoil over ed;es to ollow for smoofh enlry
of woler.
C. Stopling: Sfople overlops which run porollel to direclion of flow in chonnel bottoms on 2
fl. intervols. Slople outside edges, cenlers ond overlops on bonks on 2 ft. intervols.l. Eoch Widfh of Cloth: Instoll row of sloples down center os well os olong eoch side.2. Slople check slots ond junclions of new rolls ocross chonnel on 6" inlervols.3. On soff or sondy soil or in windy oreos, opply sloples in ollernole slonling posilion
ond sooce ol I 4" to ,|8" inlervols.4. For exlro hord soil or shole oreos, use shorp hordened steel 3'fence lype stoples.
Do nol use 3" sfoples on normol turf.
3.07 NOTIFICATION AND INSPECTION
A. Inspeclion: Provide notice lo Londscope Architect requesiing inspection ot leosl seven
(7) doys prior fo onticipoted dote of complelion. All plonting must be olive ond heolthy
in order lo be considered complefe
B. Deficiencies: Archilect will specify deficiencies lo Controcfor who sholl moke solisfocfory
odjuslments ond sholl ogoin nolify Archilect for finol inspeclion.
3.08 CLEANING
A. Remove debris ond excess moleriols from sile. Cleon pqved ond finished oreos soiled os
q resull of work under fhis secfion, in occordonce with direction given by Architect.
Cleon oui droinoge inlet siruclures.
B. Remove mulch immediotely from trees, shrubs ond sod lo prevenl domoge to some.
3,09 PROTECTION
A. Provide qnd insloll boniers os required ond os directed by Architect to prolecl seeded
oreos from domoge from pedeslrion qnd vehiculor lroffic. Conlrocfor is nol responsible
for molicious deslruclion of seeding cqused by oihers.
END OF SECTION
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oA 0210 02923-6
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sEcTtoN 02930
DOERIOR PLANTS
I PART I -GENERAL
I r.or SUMMARY
I A. Secfion Includes:
I l. Plonl Moteriols.
I 2. Bockfill Moferiols.- 3. Mulching.
4. Accessories.
I B. Reloted Seclions:
I . Inigotion Syslem: Section 02810.
I 2. Fine Groding ond Soil Preporotion: Section 02917.
I 3. Seeding: Seclion 02923.
r 1.O2 REFERENCES
I A. Reference Sfondqrds: Americon Joinl Committee on Horliculture (AJCH), Americon
r Slondord for Nursery Slock (Americon Notionol Stondord Institufe ANSI Z60.l ), ond
I Colorodo Nursery Act of 1971.
I.O3 SUEMITTALS
f A. Quolily Assuronce Submillols:l. Certificotes: Stole, federol or olher inspection certificoies sholl occompony invoice
for moleriol showing source ond/or origin. Submil lo Archilecl prior fo occeptonce
I of moieriol.
r B. Somples: Submil following somples lo Architect fhree (3) weeks prior lo delivery fo sile in
I occordonce wilh Section 01330:r l. Colton/Nylon webbing strop.2. Broken fwig brush mulch.
I C. Conlrqct Closeoul Submilfols:L Moinlenonce Dolo: Provide dolq in occordonce Wlh Secfion 01780. At complelion
of work, ond prior fo occepfonce of projeci by Owner, furnish three (3) copies of
written mointenonce inslruclions lo lhe Owner for moinfenonce ond core of
insfolled individuol plont types lhrough their full growing seoson ond dormonl
period. Include direclions for inigofion, fertilizotion, pruning ond sproying, elc., qs
required for continued ond proper mointenonce.2. Wononty: Al completion of work, furnish wrilten woronty lo Owner bosed upon
requiremenls os s1>ecified.
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0293G.r
I.O4 QUALITY ASSURANCE
A. ReguloloryRequirements:
l. Plonls: In conformonce wilh fhe requirements of AJCH {plonl nomes sholl meei
stondords of AJCH), Americon Stondord for Nursery Stock ond Colorodo Stole
Nunery Acl.
I.O5 DELIVERY, STORAGE AND HANDLING
A. Generol: Comply with Section 01600.
B. Deliveryl. Pockoged Mqleriols: Deliver fo sile in originol unopened contoiners beoring
monufocfurer's informotion (chemicol onolysis, nome, lrode nome, lrodemork ond
conformonce to stqfe lqw),
2. Plonls: Conloinerized or bolled ond burlopped (B & B) with limbs bound, properly
pruned ond prepored for shipping in occordonce wilh recognized stondord
proclice. Keep rool systems moist ond protecl plonts from odverse conditions due
fo climole ond tronsporlolion between time lhey ore dr.g ond ocluol plonfing.
Sproy broodleofed lrees plonfed in full leof Wth Prolec ziOOW Anlitronspironl or
occepled subslilufe prior to delivery to sife. Apply occording fo monufoclurer's
directions.3. ldentificolion: Grower's lobel qffixed io plonl lhol contqins doto necessory lo
indicole conformonce io Specificolions. Use duroble wolerproof lobels with woier
resisfonl ink thof will remoin legible for ol leost 60 doys.4. Notify Archilecl prior to delivery of plont moleriols lo sife so thot pre-delivery
inspeclion moy be mode or indicole delivery schedule in odvonce so plont
moteriol moy be inspecled upon orivol of job sile whichever is more oppropriole.
5. Remove unocceploble plonl moteriol immediolely frorn project sile.
C. Storoge: Deliver plonts direcl from nursery ond heel-in immediolely if nol lo be plonted
wilhin four hours. Prolect roofs of plonf moteriol from drying oul. Store plonls in shode
ond prolecf from severe weofher.
D. Hondling:
l. Do nol drop plonts. Do not lifl plonts by trunk, slems or 'olioge.
cr. Bqll of Plonl Noturol, nol mode. Hondle plont by boll ol oll times. Plonls will
noi be occepled if boll is broken or frunk is loose irr boll.
2. Prolect plonts from drying oui or other injury
o. Prune minor broken ond domoged roots before plonting. Treot minor wounds
immediolely lo prevenl diseose ond insecl infestotion.
b. Mojor domoge Wll be couse for rejecfion os determined by Archifect.
I.06 PROJECTCONDITIONS
Existing Condifions:l. Vehiculor occessibility on sile sholl be os direcled by Generol Controclor. Repoir
domoge lo prepored grounds ond surfoces coused by vehiculor movemenl during
work under lhis seciion to originol condition ot no odditionol cosl to Owner.
Environmenlol:l. Do nol perform work when climote ond eisting sile condifions will nol provide
sotisfoclory resulfs.
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I 1.o7 sEeuENcrNG AND scHEDULTNGI
A. ConstruclionSequencing:
I l. Schedule plont inslollolion work jusl oheod of seeding operotions where possible lo
t ollow sprinkler syslem or other wolering coveroge coincidenlof wifh gross wolering.
However, moke wholever inlerim wotering provisions ore necessory fo moinfoin
I plonls unlil such lime os sprinkler syslem is completely operofionol ond plonl
I moteriol hos been occepled os inslolled.
I.O8 WARRANTY
II A. Plont Guoronlee ond Replocement:
l. For o period of two yeors from dole of occeptonce, ond ol no oddilionol cosl lo
I fhe Owner, reploce ony plonls lhot ore deod or lhot ore, in opinion of Archifect, in
I unheolthy or unsighlly condilion, or fhol hove lost their nolurol shope due lo deod
bronches or excessive pruning of deod bronches.
I o. Inodequofe or improper moinlenonce by Owner sholl nol be couse forI f"i,i::"ffi1ffi",5i"1:flf iJ3*'i:il:ilHix3lJfi"Jsj3Jlsuoronree. mqinlenonce proctices ond observotions.r b [ffil,T:if::33:'Jl,TS5l'J]:11'"ffiFii'"ffifl"S'.T,::ffner
wi*en
2. Execule replocement plonlings wilhin len (10) doys of nolice lo reploce such
plonls.
I 3. Replocemenl Plonting: In occordonce with originol specificolions. Fully resfore
oreos domoged by replocemenl operolions fo fheir originol condition.
I l.o9 MATNTENANCE
r A. Generol: Moinloin lrees, shrubs ond ground cover in o heolthy vigorous stote unfil finql
I occeptonce of enlire project. Provide oll supervision. lobor, moleriol, equipmenl ondr tonsporlolion requhed to moinfoin plonts under lhis seclion.
I B. Mqferiols: Conform lo specificotions or ofherwise be qccepioble to Owner.
I C. Replocemenl: Reploce ond replonl plonls domoged by Coniroctor's operoiions ond
I negligence, ond occording to WARRANTY ol fhis section.
Ir D. Wofering: Woterdeeply (&10') when soil moisiure is below oplimum level for besl plonl
r growth. Wofer woody plonis in ony winter monlh thol snow or roin does nol provide ot
I leosf l" of precipilotion.
E. Wropping: Afler oll lrees hove been inspected ond occepfed by Architecl, wrop
I deciduous tree lrunks wilh slondord nursery crepe wrop moteriol from ground level to first
I limb ofter pruning. Tope securely ol lop ond boltom. Remove wropping for spring ond
summer ond reploce it in lhe foll.
I F. Stoking ond Guying: Inspecl ot leosl two (2) times peryeor (spring ond foll) ond ossure
conformonce wifh the following:
r l. Webbing slrop in good condifion.
I 2. Trunks ond bronches not girdled by webbing strop.r 3. Guy Wres secure bul nof tout.
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4. Stokes secure.5. Trees plumb.
G. Pruning: Prune only domoged or deod bronches in occordonce with specificolions in
fhis section.
H. Mulching: Supplemenf mulch oround lrees in qccordonce with specificolions in this
secfion.
l. Weed Control: As required, using selective herbicides opproved by Owner.
J. Insecl ond Diseose Conlrol: As required, using inseclicides qnd fungicides opproved by
Owner.
PART 2 - PRODUCTS
2.OI PLANT MATERIALS
A. Plont Quolity:l. Plonls: Firsl closs representolives of specified species or voriety or culfivor. in heollhy
condilion wilh normol well developed bronch ond root syslenis, free of oll
objectionoble feotures, ond in conformonce wjlh lhe requiremenls of AJCH,
Americon Stqndqrd for Nursery Slock ond Colorqdo Stole Nursery Aci. Where
siondords moy conflicl, use sfondord ihot requires lhe highesf guolity of
performonce.
o. Trees: Fully bronched in proportion to widlh ond heighf. Minlmum occeploble
sizes of plonls meosured before pruning wifh bronches in normol posilion, sholl
conform lo meosuremenls os specified in plonl list furnished.b. Lorger plonfs ihon specified moy be used, if occepied, ol no qddifionol cosl lo
Owner.c. All plonls musl be o minimum of 2 yeors old.2. Source: Plonls grown in Hordiness Zones 2, 3, 4 ond 5 only will be occepled. Plqnts
sholl be nursery grown. The term "nursery grown" includes nofive plonts ond
imporfed plonts thol hove been growing in o nursery for o minimum of one growing
seoson. Trees ond shrubs sholl hove been roof-pruned during iheir growing period in
the nursery in occordonce wiih slondord nursery proclice.
ct. Hordiness Zones: Defined in U.S. Deportmenf of Agriculiure publicolions.
b. Grower's Certificotes: Required when doubl exists r:s to origin of plont moteriol.3. Insecls. Pests qnd Plont Diseoses:o. Trees ond Shrubs: Heolthy, free of diseoses, insects, eggs, lorvoe, or porosifes of
objecfionoble or domoging nolure.b. Coniferous Trees: Sproy ol lime of inslollotion ond periodicolly os required lo
exclude infesiolion unlil finol occeplonce.4. lnspeclion: Subjeci to inspection ond occepionce. Architecf reserves right to. reject ol ony lime or ploce prior lo finol project occeplonce, ony ond oll mqleriqls
ond plonls thol in Archilecl's opinion foil lo meef these specificolion requiremenls.
Inspeclion is primorily for quolity; however, olher requiremenls ore nol woived even
though visuol inspeclion resulls in occepionce. Plonts moy be inspecied where
growing, bul inspection ol growlh siie sholl nol preclude right of rejection ol site.5. Promplly remove rejecled plonls ond ofher moleriols from sile.
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I B. Plonfs Required: Species (bofonicol nome), size, monner in vrhich fo be furnished ondr quontity required lo complele the plonfing, ore lisled ond indicoled by symbol on lhe
Drowings.
I l. In evenl discreponcies occur between the quontilies of plonts indicoled in
t schedule ond indicoled by symbol on Drowings, plonl quontilies indicoled by
symbol on Drowing sholl govern.
I C. Procuremeni: The enlering of o proposol ond execulion of o controct will be conslrued
os evidence thot the Conlroclor hos mode successful procuremenl onongemenls for
- plont moferiols os specified.
Ir D. Subsfilulions: Subsfilulions will not be occepled, except wilh wrillen permission of
Architecf.
I 2.O2 PLANT BACKFTLL MATERTAL
I A. Plonling Pit Bockfill Mix: Use one porl occeploble fopsoil, one port sphognum peol moss,
I ond two porls on-site soil, lhoroughly blended fo consistenl Inixture.l. Topsoil: lmported frioble sondy cloy loom lopsoil, lree f <>m lumps, pesfs, excessive
solls, loxic substqnces, sticks, debris, vegelofion, ond st, r,res over l" in moximum
dimension. Acceploble pH: 6.0 lo 7.5. Moximum occeploble soll level: 2.0r mmhos/cm.
2. Soil Condifioner: Conodion Sphognum peol in commerciol boles of 6lo7-l12cvbic
I feet of compressed peot. Sphognum peol sholl contoin ol leosl g5% orgonic mofler
I determined on on oven dry bosis ond sholl hove o pH foclor of less lhon 5.3. On-Siie Soil: Notive sile soil excqvofed from plonling pits with oll stones lorger lhonI 2" removed.
r B. Plonler Bockfill: Use one port peol, one porl sond, ond two porls occepfoble lopsoil
r fhoroughly blended to consislenl mixlure.
I l. Peol: Colorodo peot with minimum 50% orgonic conlenl.r o. Solf Contenl: 2.0 mmhos/cm moximum.
b. PH Ronge: 6.0 to 7.5.
I c. Woier Holding Copqcity: 2507o ot ereoler of dry weighl,
l| 2. Sond: Shorp woshed riversqnd.
3. Topsoil: As specified under Plonting Pit Bockfill Mix obove.
I 2.O3 MULCHTNG
r A. Mulch:
I l. Plonfers: Broken twig brush.
2.O4 PLANT INSTALLATION ACCESSORIES AND MATERIALS
I A. Guying ond Sloking Moteriol:l. Stokes for Deciduous Tree Supporl I ft. long by 2-112 inches wide green steel tee
posls.
I 2. GuyingWire: 12gougegolvonizedsleel wire.Cotton/NylonWebbingStropswifh
: ffi:i$:i;i;:;;ii,""z:::3tTffriffi'nc ' 6340 w 56'h Avenue' Arvodo' co
I o. SizeforTreesUplo$l/2"Coliper:16"x3".r b. Slrops: Iensile slrenglh of 1,000 lbs. ond heot-seoled on ends.
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c. Slrop Color: Brown or Ton.
d. Grommels: Securely ottoched ond minimum l/4 inch from end of sirop.
B. Tree Wropping: Slondord crinkled tree wropping poper (Kun<le Kroft or occepled
subslifute) in strips 3'wide.
PART 3 - EXECUTION
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3.01
A.
3.02
A.
B.
EXAMINATION
Verify thot exisling condifions ore os specified ond indicoted before beginning work
under lhis Conlroct.
l. Grodes: Verify occeptonce of finol grodes prior lo beginning plonting operolions.
Bring oreos lo be plonled 1o lines ond grode designofed or occepfed by Architecf
before sloking ony plonl moleriols.
Unsolisfoclory Condilions: Report in writing lo lhe Generol with o copy to the Archilect.
Acceptonce: Beginning of inslollotion meons occeplonce cf existing conditions by
Conlroclor.
PREPARATION
Loyout: Stoke plont locolions ond obloin occeplonce by Archilect before plonfing
holes ore prepored. Ploce plonl moleriol occording lo plonter bed plons or os directed
by Archilect.
Inlerference:l. Plont Plocemenf: Do nol inferfere wilh sprinkler inigotion coveroge, with piping or
olher equipmenf. Locofe plonting os indicoted except when obslruclions obove or
below ground ore encounfered or where chonges hove been mode in
construclion.2. lf plont relocolion is necessory due lo inferference with utility boxes or pifs,
underground piping or wiring, or sprinkler heod coveroge, etc. relocoie ot direclion
of Archifecl. Archifect musl opprove precise locolion of plonts prior to pit
excovolion ond inslqlloiion.
Plonls: Do not begin plonling unfil deficiencies ore conecled or plonls reploced.
Obtoin Architecl's Acceplonce of following before inslollolk)n:
l. Ploniing pit bockfill mix.
2. Annuol bed bockfill mix.
Proteclion:l. Be responsible for proper repoh of underground pipe, e:t;clric wiring, or other
subsurfoce improvements domoged by operolions under this Seclion.
2. Be responsible for proper repoir lo wolls, povemenfs ond ony olher struciurol
surfoces domoged by operofions under lhis Seclion.
Poy for repoirs mode by conlroclors designoted by Owner.
Be responsible for replocement of vondolized moleriols not yel inslqlled. Report oll
coses of vondolism promplly lo ihe Archilecl.
B.
D.
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3.
4.
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3,03 BACKFILLING ANNUAL BEDS
A. Annuol Beds:I. Evenly spreod plonler bockfill soil io depth of I'in beds os indicofed.2. Tomp lighily ond roke surfoce smoofh ond level.
3.04 EXCAVATION FOR PLANTING
A. Pits qnd Trenches:l. Shope:o. Hond-dug Plonf Pils: Circulor, verticol sides ond flot botiom.b. Bockhoe Dug Pits: Orienf in opposile direction to tree stoke olignmenl, verticol
sides where slokes occur ond flot botfom. Bockfill ond comooct over
excovotion ends to motch existing fill.
Size for Trees: Deplh of rool boll, with widlh os indicoted.
Size for Shrubs:
o. Depth: Depth of rooi boll.
b. Minimum Width or Diometer: I ft. greoler lhqn diometer of boll or confoiner.4. Preporofion:
o. Scorify'glozed" plonting pit wolls ond scorify bottom of pii to minimum 2-inch
depth.
b. Remove rocks greoler lhon 2 inches thol occur of botfom of pil.
5. Bockfill plonling pits with sufficient plonting pit bockfill nrix to roise bottom surfoce
grode of pil 2 inches when compocted. Compoct togO% Stondord Procior Density
vilhin 27" oplimum moisture.
B. Disposol of b<cess Soil: Dispose of unocceploble or unused ,:xcess soils or rock os
directed by Architect.
3.O5 PLANTING
A. Generol:
l. Cenler plont in pit.
2. Foce for best effecf.3. Set plont plumb ond hold rigidly in posiiion until soil hos been lightly tomped qround
boll or conloiner rools.4. Use only plont bockfill mix for bockfill.5. Bockfill pit wilh plonling mixture, inserting ferlilizer toblefs qs specified, until two-lhirds
full ond woler lhoroughly to seftle soil.
Afler soil seitles, fill pit wilh plonling bockfill, woter ond shope surfoce so thot if
slopes lo droin from lrunk ond molches the ground ol tlre edge of plonting pit.
Do not compoct bockfill mix by fomping.
Wolering Bosin:o. Construcl o lopsoil berm 3" qbove finish grode, forning o wotering bosin
oround eoch plont.
b. Size: 2 ft. greoler thon diomeler of boll or conloine.'r rools.
B. Bolled ond Burlopped Plonts (B & B):l. Ploce in pif on firmly compcrcted soil.2. Ploce Wfh burlop intoct so locofion of ground line of top of boll is 2" higher fhon
finish grode.
3. Cui ond remove burlop or clolh, ropes, wires ond olher wropping moleriols from fop
2/3 of boll. Cut wire os neor lo bose of boll os possible.
2.
3.
6.
7.
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Do not pull wropping from under boll.
Do not plonl if boll is crocked or broken before or durin g plonfing process.
C. Conloiner-GrownPlonlsl. Con Removol:
o. Knockout Cons: Do not cul sides. Top con ond gently remove plont.
b. Stroight-Side Cons: Cut cqns on 2 sides wifh occeploble con culler. Do not
cul with spode or ox.
Corefully remove plonls wifhoul injury or domoge io rool boll. Afler removing plonf.
verticolly score rool boll using o shorp knife, obout l/4'deep ond every 2" to 3'in
circumference.
Biodegrodoble contoiner inslollolions musl be occepted prior to plonting.
Dig plonting holes os specified.
Hond ploce plonls on firmly compocled soil. Hond bockfill ond hond fomp leoving
slighl depression oround ouler circumference of plonting oreo.
3.06 MULCHING
A. Mulching:
l. Generol: Mulch within 2 dqys ofter plonting.
2. Tree Pits: Mulch lo cover plonting pii diomeler oround eoch tree locofion outside
plonting beds. Compocl broken twig brush mulch fo 4' depth.
3.O7 GUYING AND STAKING OF TREES
A. Sloke oll Trees on Londscope Schedule:
l. Generol:
o. Stoke instollotion qs indicqled wilh inegulor ridge f:rcing owoy from free
cenfer.
b. Drive slokes inlo undisturbed soil jusl beyond bockfill ond slightly out of plumb
owoy from tree center. Pull sfqkes into finol plumb when oltoching guying
wire.
c. Binder twine is nol permitled for tying trees to slokes.
2- Stoking Deciduous Trees:
o. Sloke on two sides for trees I -l /2' coliper or less ond on three sides for frees
greoter fhon l-l/2" coliPer.
b. Slokes: Project 5 fl. (minimum) obove ground ond secured fo tree os
indicofed.c. Do not punclure rool boll.
3. Tying ond Cross-Brocing: Tie lrees with double strond of guy wire run fhrough
grommets of oppropriote lenglh of cotion/nylon webbing slrop ploced
opproximolely 4'-6'obove finish grode on deciduous frees.
3.08 PRUNING
A. Trees: Licensed lree surgeon sholl prune lrees os necessory under direction of Archilect
immediolely following inslollolion.
B. New Plont Moleriol: Prune minimum necessory lo remove inl,red fwigs ond bronches,
deodwood, ond suckers ond os required to insure heolthy plont represenloiive of species
ond in keeping with occepled horticullure procfice.
l. Prune ony domoged or deod rools or bronches bock to ond slightly obove, neoresl
heolthy side bud, bul ot ongle from remoining portion not exceeding 45 degrees.
4.
5.
3.
4.
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I 2. Evergreen: Trim only domoged or deod folioge ond/or bronches.r 3. Do nol prune leoders. On cuts over l" diometer, troce injury bock to living lissue,
smoolh ond treot wilh occepled free wound dressing.
I 3.09 NOTIFICATION AND INSPECT
I A. lnspeclion: Provide noiice lo Architecl requesling inspection ol leosf seven (7) doys prior
I to onlicipoied dote of completion. All plonting musf be olive ond heolthy in order lo be
considered complele.
I B. Deficiencies: Architecl will specify deficiencies lo controcior who sholl moke soiisfoctoryr odjustments ond sholl ogoin nolify Archileci for finol inspection.
I 3.ro cLEANTNGIA. Generol: Remove debris ond excess moleriols from sile. Cleon poved ond finished
I surfoces soiled by work of lhis Section in occordonce wilh direclion given by Archilect.
I After finol occeptonce, remove plont logs from plonls.
3.II PROTECTION
Ir A. Plont Moleriols: Conlroclor is not responsible for mqlicious destruction of ploniing ofter
insfollotion. Be responsible for replocement of vondolized moteriols not yel inslolled.
I Report coses of vondolism promptly lo Owner. Inform Owner in writing if speciol tree
I profeclion ond iroffic conlrol musl be instolled lo prolecl plonting from domoge offer
Owner ossumes responsibilily for moinlenonce.
END OF SECTION
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0293G9
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I SECTTON (B3m
, CAST-IN-PIACE CONCRETE
I PART I GENERAT
I.OI RELATED DOCUMENTS
II A. Drowlngs ond generol provisions of controct, including Generol ond Supplementory
Conditions ond Division-l specificotion sections opply to the work of this section,
I r.o2 woRK tNcruDEDIA. Extent of work is shown on the Drowings, Includlng schedules, notes ond detoils which
chnyT si29 qnd locotion of members ond type of concrete to be poured.If B. Furnish oll lobor, moteriol ond equipment necessory for ond Incidentol to the
completion of oll concrete work. Concrete work includes, but is not necessorily limited
to the following:l. Formwork complete wlth required shoring, reshoring, temporory brocing ond
onchoroge,o. Woll ond slob void forms.2, Concrete reinforcing including welded wire fobric, complete with required .
supports, spocers ond reloted occessories,3. Plocing onchors, plotes, ond inserts required for ottochment ond/or support of
structurol ond/or orchitecfurol precost concrete, structurol steel or other moteriols
ond furnished under other speclflcotlons.4. Cost-in-ploceconcrete.5. Finish qnd cure of floor slqbs ond toppings.6. Grouting of elevotor sills ond leveling plotes.
7. Vopor borrier ond gronulor bose below interior slobs-on-grode.8. Grouting under bose plotes ond beoring plotes.
9, Miscelloneous concrete work such os equipment boses, splosh pods, ond under
floor duct encosement All os shown on M.E.P. Drowlngs.
lO. Concrete inspection ond testing. (Quolity Assuronce)
1 I. Exponsion bolts in concrete.'l2. Adhesive bolts in concrete.
13, Structurol slide beorings (Concrete to Concreie).
14. Polystyreen Boord Filler.
15. Non-Composite Steel Form Deck.
I.G} RETAIED WORK SPECIFIED ETSEW{ERE
I A. Division 3 - Structurol Precost Concrete.I B, Division 4 - Mosonry: Reinforced Mosonry.
I C. Division 5 - Strucfurql Steel: Furnishlng onchor bolts ond leveling plotes for siructurol
I steel, Setting ond grouting of base ond beoring plotes.
r D. Division 5 - Non-Composite Steel Form Deck
I E. Division 5 - Mlscelloneous Metols: Sleeves, onchors, lnserts ond other embedded items
to be cost in concrete.
I F. Division 7 - Fluld Applled Woterproofing.t G. Division 7 - Concrete Penetrofing Seoler: Applicofion of concrete penetroling seoler on
surfoces.
I oAo2ro o33oo- l
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H. Division I5, Division l6: Coordinoiing sizes ond locotions of mechonicol & electricol
equipment pods ond boses.
l, Division 15, Division l6: Providing ond instolling sleeves, inserts qnd qnchors specified for
mechqnicol ond eleciricol items.
J, Division 15, Division 16: Concrete encqsement of electricql conduits ond site utilities.
I.O4 REFERENCES
A. The Work under this section sholl be subject to oll opplicoble provisions of the stote ond
locol buildlng ond sofety codes ond other codes ond slondords referenced in this
specificotion.
B. Comply with the Americon Concrete Instiiute "Stondord Specificotions for Structurol
Concrete," ACI 301, unless omended or superceded by requirements of this section or
Generol Notes on structurol drowings.
C. In cqse of conflict omong documentg including orchitecturol ond structurol drowings
ond specificotions, notify the fuchitect prior to submitting proposol. In cose of conflict
befween the structurql drowings ond specificotions, the strictest interpretotion sholl
govern. All references sholl be lotesi editions.l. ACI 301 - Stondord Specificqtions for Structurql Concrete.2. ACI 304 - Guide for Meosuring, Mlxlng, Tronsporting, ond Plocing Concrete.3. ACI 304 - Plocing Concrete by Pumping Methods.4. ACI 305 - Hot Weother Concreting.5, ACI 306 - Cold Weother Concreting.6. ACI 309 - Stondord Specificotion for Liquid Membrone - Forming Compound for
Curlng Concrete7. ACI SP-15-ACl FieldReferenceMonuol: SpecificolionsforStrucfurol Concretefor
Bulldlngs with Selected ACI ond A.STM References, Contrqctor sholl provide ot leost
one copy of this publicotion ovqiloble in the field office oll times.
ACI SP-66- ACI Detolling Monuol.
ASTM C6l8 - Stondord Speclflcotlon for Cool Fly Ash ond Rqw or Colcined Nqturol
Pozzolon for use os o Minerol Admixfure.
ASTM E I 54 - Stondord Test Methods for Woter Vooor Retorders used in Contoct with
Eorth Under Concrete Slobs, on Wolls, or os Ground Cover.
ASTM El 155 - Stondord test method for determining FF (floor flotness).
"Mqnuol of Stondord Proctice," Concrete Reinforcing Steel Institute (CRSI), loteit
edltlon,
I.O5 AUAUTY CONIROT
A, The Contrqctor is responsible for quollty control, Includlng workmonship ond mqteriols
furnished by his subcontroctors ond suppliers.l. lnspection or testing by the Owner does not relieve the Controctor of hls
responsibility to perform the Work in occordonce with the Controct Documents.2. Workmonship: lhe Controctor is responsible ond sholl beor the cost of conecting
concrete work which does not conform to the specified requirements including,
but not limited to strength, tolerqnces, ond finishes, Conect deficient concrete by
meons occeptoble to the Archltect. Ihe cost of extro work Incurred by the
Architect to opprove conectlve work sholl be borne by the Coniroctor.
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I.06 OUALIWASSURANCE
A. Owner will engoge o quolified Tesiing Agency, opproved by the Architect ond
Engineer to perform tests ond inspections required by these specificotions, Testing
Agency sholl comply with ASTM E329 ond sholl turnish o certificote of complionce,
signed by the Professionol Engineer responsible for monogement of the Agency. The
Professionol Engineer must be registered In the stote where the project is locoted,
Testing ond inspection include the followlng:
L lnspect formwork reinforcing qnd concrete in conformonce with the speciol
inspection requlrements of the UBC. Keep records ond submit reports indicoted,o. Testing to verify the odequocy of work done without prior notice, or controry
to stondord construction proctice,
2. Concrete tesiing will be performed in qccordqnce with the requirements of ACI
301 qnd os modified below:
Mold ond cure four (4) specimens from eoch somple.
Compressive strength tests: One set of specimens for eoch 5O cubic yords or
froction thereof of eoch concrete class ploced in ony one doy; one specimen
tested ot seven (7) doys, two speclmens tested ot 28 doys, ond one specimen
held in reserve.
Concrete Temperoture: Test hourly when oir temperoture is below 40 degrees
F. ond eoch time o set of specimens is mode.d. Determine ond reporl slump of eoch sqmple.
All concrete botch trip tickets will be collected ond retoined by the Controctor.
Compressive ond slump tests sholl be identified by reference to o porliculor trip
iicket. Concrete botch trip tickets sholl contoln informotion specified in ASTM C94,
Porogroph entifled "Botch licket Informotlon". Ihe ticket sholl olso cleorly show the
omount of woter for the entire botch whlch moy be odded in the field thot will not
exceed the woter cement rotio specifred by the design mix. Ihe
Architect/Engineer qnd Controctor will be immediotely notified of trip tickets not os.
specified herein.
o. The fuchitect/Engineer ond Controctor will be immediotely notifled when the
omount of woter in o botch of concrete exceeds ihqt qllowed in the design
mix.
Additionol Tests for Concrete Work:o, The Independent Testing Agency will mqke odditionol tests of in-ploce
concrete work os directed by the fuchitect/Engineer when test results indicote
thot specified concrete strengths ond other chorocteristics hove not been
ottoined in the strucfure. The Independent Testing Loborotory will conducl
tests to determine odeguocy of concrete by cored cylinders complying with
ASTM C42. Costs of such tests will be borne by the Owner if test results indlcqte
conformonce with the Controct Documenh. Such tests indicoting
nonconformonce with the Controct Documents will be poid by the Controctor
including odditionol orchiiecfurol ond englneering services mode necesory
by such nonconformonce,
lhe strengih of the strucfure In ploce will be considered to be potentiolly
deficient if it foils to comply wlth ony requirement which controls the strength
of the strucfure,
The cost of ony odditionol iests including lood tests ond/or other
nondestructive tests dkected by the fuchitect/Engineer or conducted by the
Controctor to prove the odequocy of the concrete work sholl be borne by
the Controctor including odditionol orchitecturol ond engineering services
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mode necessory by such tests.
d, Inspections or testing performed exclusively for the Controctor's convenlence
sholl be the sole responsibility of the Coniroctor,
5. Miscelloneousrequiremenis:o. The Architect ond Independent Testing Agency sholl hove unintem.pted
occess to the reody-mix botching plont ot oll fimes thot the work is in progress.
b. The testing lob sholl verify thot the concretee plont hos o quolity progrom
oddresing lssues such os ihe mefhod of cleonlng trucks, monitoring ond
controlling the moisfure content of the oggregote stock piles
l) Verify thoi the cleonlng woter ls not left In fhe trucks
c, Provide the Testing Agency with the followlng;
l) Incidentql lobor requhed io focilitote testlng.
2) Minlmum one doy's odvonce notice when concrete ls to be ploced.
3) Storoge focilities for concrete tesi cylinders.
4) Moterlols somples, qnd occess to moteriols os required for testing.
d. Reimbursement of costs for testlng ond inspecfion resulting os o consequence
of the following:l) Work not in complionce with the Controcl Documents,
2) Testing requested by the Controcior or Subcontrqctor such qs odditionol
cylinders for eorly breoks, etc.
3) Testing to verify the odequocy of work done without prior noiice, or
controry to stondqrd construction proctice.
e. Record of Work: A record shqll be kept by the Generol Controctor lisfing the
time ond dote of plocement of oll concrete for the structure. Such record
sholl be kept until the completion of the project ond sholl be ovoiloble to lhe
Architect/Engineer for exominotion of ony time.
B. See DMsion l, "lnspectlon ond Testing SeMces.'
C. Surveys:l. The Contrqcior sholl employ o llcensed Surveyor to monltor qs-bullt line ond level
conditions ot bulldlng C for the purpose of monitoring differentiol foundotion
movements resulflng from the non-uniform subgrode.
cl. Performed o level survey on Building C foundotions immediotely ofter the
footings ore ploced. See drowings for nlne locotions for elevqtion shots
b. Perform o second level survey on the footlngs of ihe some nine locotions ofier
the the topplng slob on the plozo level ls in ploce.
c. Perform q level survey on the plozo level immediotely ofter the second
foundotlon suryey. See structurol drowlngs for the elevotion locotions,
t.07 suBM[IAts
A. Submit Shop Drowlngs. Product Doto, Mix Designs, qnd Sqmples in occordonce with the
following:'1. Submit ONE (l) REPRODUCIBLE AND FIVE (5) PRINTS of eoch shop drowing.
Reproducible copies of contrqct documents sholl not be used os shop drowlngs.
Shop drowings sholl be reviewed by Controctor pdor to submission. Drowings sholl
beor Contrqctor's opprovol stomp occepfing responsibillty for coordinofion of
dimensions shown in the controct documents, quontities ond coordinotion with
other trqdes. Drowings not beoring confroctors stqmp mqy be rejected of the
discretionofthe ArchitectorStructurol Engineer. REPRODUC|BLEprintswill be
refurned wifh Architect/Engineer comments. Allow l4 colendor dqys in the
Structurol Engineers office for review of shop drowings.2. Provide (4) copies of mix design & product doto. One copy will be returned
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followlng revlew by the Architect/Engineer.
Mix Designs
l. Submit substontioting doio for eoch proposed concrete mlx design to the
Architect/Englneer not less thon 3 weeks prior to first concrete plocement, Doto
for eoch mix sholl. os o minimum, include the following:o. Mix identificotion designotion (unlque for eoch mix submitted).b. Stotement of intended use for mix.c. Mix proportions, including oll odmlxtures used.d. Product doto ond/or certificotions verifying conformonce of oll mix moteriolg
including odmixtures, wlth specified requirements.e. Wet ond dry unit welght.f, Entroined olr content.g. Design slump.h. Required overoge strength quolificotion doto per ACI 301 4.2.3,2 ond 4.2.3.3
including bock up test doto. Submit seporote quolificotion doto for eoch
production focility which will supply concreie to the project,i. Field test doto submifted under h. obove sholl include copies of the Concrete
Testing Agency's reports ftom which the doto wos compiled.j. Submit one copy of o representotive concrete botch trip ticket.2. Seporote design mixes ore requked for eoch strength qnd closs of concrete, eoch
chonge in type qnd/or quontity of mix moteriols includlng odmixtures, eoch
chonge in slump limits ond eoch chonge in entrolned oir content,3. For concrete ploced by pumping, seporote mlx designs ore required for eoch 100
feet of verticol or horizontol distqnce from the pump to the point of dischorge. This
requirement moy be woived if evldence qcceptoble to fhe fuchitect is submitted
demonstroting, by previous successful experience thot the proposed mix will meet
oll requirements of these speciflcotlons, when sompled ot the polni of dischorge.
over the full ronge of distonces requked.
Submit Produci Dotq with opplicotion qnd Instqllotion instructions for proprietory
mqteriqls ond items including reinforcement ond forming occessories, odmixtures,
potching compounds, epoxies, grouts, dry-shqke finish moteriol, hordeners, seolers,
woterstop$ joint sysiems ond others os required by the Architect.
Submit Shop Drowings for fobricotion, bending ond ptocement of concrete
reinforcement. ComplywithACl DetoilingMonuol (SP66). Provide l/8',=l<0'scqle
elevqtlons of oll wolls with reinforcing shown. Include speciol reinforcement required ot
openings through concrete structure. lnclude oll occessories specified qnd required to
suppori reinforcement. Obioin from Generol Controctor locqtion of proposed
constructions joints ond indicote on the shop drowings.
Concrete Plocement Drowings:l. Submit detoiled floor concrete plocement ond loyout drowings I /8',=l'-0 scole
minimum with oll concrefe llnes edges, surfoces etc., dimensloned to column lines.
Show oll concrete thickneses, beom ond joist sizes, embedded items (oiher thon
rebor), receses, slob breoks, depresions, slopes to droin. construction joints.
control joinis, exponsion joints, ond mechonicql openings.2. Submit woll elevqtions showing rusticotions, openings, & embedded items.
Submit curing compound product doto ond verificofion of lts occeptoble compotibility
with type of woterproofing ond other subsequent orchitecturol surfoce treqiments.
Submit moteriols certificotes, mill test reports, ond moteriols loborotory test reports
ottesting thot eoch moteriol item complies with or exceeds the specified requiremenis.
ffi3m-5
H, Submit shop drowings, by the precost supplier, locoting oll embedded plotes turnlshed
by ond required in the cosun-ploce concrete to support precost members.
l. Submit os built line ond level surveys os specified obove.
I.O8 DEIIVERY, STORAGE AND HANDLING
A. Delivery of Moteriols: Deliver moterlols (except bulk moteriols) in monufocfurer's
unopened contolners fully identified with monufocturer's nome, trode nome, type,
clos, grode, slze, qnd color.
B. Storoge of Moteriols: Store moterlqls in unopened contoiners. Store off ground ond
under cover, protected from domogg,
C. Reinforcing: Unlood ond store reinforcing bors so they will be kept free of mud. Store
on wood skids while qwolting use,
D. Concrete: See "Production ond Delivery of Concrete" section under PART 2 of these
specificotions.
PARI2 PRODUCTS
2.OI CONCRETE FORMS
A. Form Moteriols: Comply with ACI 301 os supplemented ond modified in this Section.l. Formwork ond formwork systems for formed strucfurol floors ond roofs sholl be
designed by o Profesionol Engineer employed by the Controcior, the Professionol
Engineer sholl be registered in the stote where the project is locoted. Ihe
Controctor shqll submit written certificotion indicoting conformonce with thls
requlrement.
B. Cylindricol Columns ond Supports: Form round section members with poper or fiber
tubes, constructed of lominoted plies using woter-resistoni type odheslve with wqx-
impregnoted exterior for weoiher ond moisture protection. Provide units with sufficieni
woll thickness io resist deformotion due to loods imposed by wet concrete.
C. Eorth cuts moy be used os forms for woll footlngs ond grode beoms below finish grode .
D. Woll ond Slob Void Forms:l. Corrugoted poper moteriols with o moisture resistont exterior,o. Depth os indicoted on the drowings.b. Strength: copoble of support wet concrete ond construction loods ossocioted
with the members shown on the drowings. Void forms sholl be designed to
deteriorote ropidly preventing tronsmission of soil heove.c. Acceptoble Mqnufqcfurers: Sure Void products or opproved equol.
E. Forms for Unexposed Finish Concrete: Unless otherwise speclfied. formwork for
unexposed concrete surfoces shqll be constructed with plywood, lumber, metql or
other suitqble mqferiol, Lumber sholl be dressed on ot leost two edges ond one slde for
right frt,
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F. Form Cootings: Provide commerciol formulotlon form-cooting compounds thot will not
bond with, stoin, or qdversely offect concrete surfoces ond will nol impoir subsequent
ireotments of concrete surfqces,
2.02 REINFORCEMENI
A. Reinforcing Steel Bors:l. ASTM ,4615, Grode 60, except os noted otherwise on drowings, Welding reinforcing
bors not permitted except where speciflcolly indicoted.2, All reinforcing required to be welded sholl conform to ASTM 4-706. Grode 60.
Welded Wire Fobric: Mesh size ond gouge os indicoted on the Drowings. Conform to
ASTM A185, ploin in flqt sheets. Finish: Ploin.
Tie Wire: lie wire sholl be qnneoled steel tie wire, minimum 16 gouge.
Supports for Reinforcement: Provide supports for reinforcement including bolsters.
choirs, spocers ond other devices for spocing, supporting ond fostening reinforcement
in ploce, in occordonce with the recommendotions of the Concrete Reinforcing Steel
lnstituie os modlfied below.l. Use supports with sond plotes or horizontol runners where bose moieriol will not
support choir legs for slob-on-grode,2. For exposed-to-view concrete surfoces: Provide supports with legs plostic tipped,
where legs of supports contoct forms.3. All moteriols thot come in direct contoct with epoxy cooted bors, such os slob
bolsters, high choirs, fie wires etc., sholl be plostic cooted.4. Provide qccessories ond supports for welded wire fqbric ond reinforcement in
composite concrete slobs os required.
2.03 CONCRETE MATERIALS
A. Portlond Cement: ASTM Cl50, Type I or Type ll, Type lll moy be used if occeptobte to
the Architect, Use only one monufocturer ond type of cement throughout the Project.L Alkoll Content: Moximum 0.6 percent, or certify ihot no qlkqll reoctivity is produced
with the proposed cement-oggregote combinqfions when tested in occordonce
with ASTM C227.
B. Fly Ash: ASTM C618, Closs C or F.
C. Aggregotes: Provide qggregcfes ln conformonce to ACI 301 ond ASTM C33. Provide
oggregotes from sclme source ond supplier os used in the concrete mlx design.l. Peq Grovel: Woshed cleon, hord, rounded grovel conforming to ASTM C33 except
groded for 90% possing tfe 3/8 inch screen ond 90% retolned on the I /4 inch
screen. Use peo grovel only when occeptoble lo the Architect/Engineer.
D. Slog Cement: Slog cement sholl meet the requirements of ASTM C989.
E. Woter: Potoble,
F, Admixtures.1. Generol:
o. Admixtures Conioining Chloride lons: Admixfures contoining chloride ions sholl
not be used in plestressed concrete, concrete contoining golvonized or
olumlnum embedments, concreie contoining high-eorly strength cement
Oype lll), concrefe on metol deck floors or roofr, or concrete exposed to
sulfote contoining solutions such os soils with q wqter soluble sulfote content
oA 0210 03300 - 7
more thon O.2O percent by welght ond oll woter with o sulfote content more
thqn l5O0 ports per million.
b, Ihe mqximum chloride ion content for conodon protection in concrete of on
oge of 28 doys, conlributed from ingredlents Including woter, oggregoies,
cementiiious moleriols ond odmixfures sholl be qs follows:l) Prestressed concrete = 0.06% by weight of cemeni.
2) Reinforced concrete which moy be exposed to chlorlde in service =
0.015% by weight of cement.3) Reinforced concrete thot will be dry or protected from moisture in service
= L00% by weight of cement.
4> All other reinforced concrete = 0.30% by weight of cement,c. The qddition of colcium chloride or odmixtures contoining more thon 0. I %
chloride ions is not permitted.
d. Certificotion; Written conformonce to the specified requlrements ond the
chloride ion contenl will be required from the odmixture monufocturer prior to
mix deslgn review by the Architect,2. Woter Reducing Admixture: A.STM CA9A.Type A (woter reducing-normol set), or
Type D (woter reducing ond retordlng odmixfure) contoining no chloride ions
odded during monufocfure.
o, "Eucon WR-75'by the Euclid Chemicol Co,b. "Plostocrete l6l" by Siko Chemicol Corporotion.c. "Polyheed" by Moster Builders.3. High Ronge Wqter Reducing Admixfure (Super Plosticizer): ASTM C494,IypeF or G
(Super Plosticlzer with retorder), contoining not more thon 0.'l % chloride ions.o. "Eucon 37" by the Euclid Chemicol Co.b. "Sikomenl" by Siko Chemlcol Corporotion.c. "Po:zolith 40GN" by Moster Bullders,4. Nonchloride Accelerotor Admlxture: ASTM C494. Type C (Acceleroting only) or E
QVoter ond occeleroting odmixture) contoining not more thon 0.1% chloride ions,
cr, "Accelguord 80 by the Euclid Chemicol Co.b. "Doroccel" by W, R. Groce & Co,c. "Pozolith-NC534" by Moster Builders.5. Air Entroining Admixfure: ASTM C260. ACI 301 for oll concrete used for vehiculor
trofflc ond pqrklng or concrete permonently exposed to the weother.
2.04 JOINIS AND EMBEDDED ITEMS
A, Premolded compressible joint fillers.l. Fiber Joint Filler: Conform fo ASTM Dl75l. See plons for locqtion ond thickness.
B. Woterstops:
l. Provide flot dumbbell type or center-bulb type woterstops ot construction joints
ond other joints below grode, os shown or where woterproof membrone
instollotion is shown or colled for. Size to suit joint center-bulb type of exponsion
joints ond flot type ot fxed joints.
o. PVC - comply with Corps of Engineers specificotion CRD-C572. Rubber -
comply with COE CRD C513,2. Bentonite Woterstops: Speciolly formuloted compound of bentonite/butyl thot
swells with contoct with woter. Primer: Type os recommended by the bentonite
woierstop monufociurer.o. "Woterstop-RX', Colloid Environmeniol Technologies Co. (CETCO).b. "Swellstop", Greenstreok, Inc,
C. Embedded ltems:
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Embedded ltems sholl not disploce reinforcing bon.
Roted or specified copocity of embedded items sholl not be construed os the
design copocity of the supporting concrete members.
Adjustoble wedge insert: Molleoble cost kon, complete with bolis, nuts, ond
woshers; 3/4 inch boli diometer unless otherwise shown,
Threoded inserts: Molleoble cqst iron with full depth bolis; 3/4 inch diqmeter unless
otherwise shown.
Steel Plotes, Bors ond Structurol Shqpes: Conform to ASTM ,436.
Speciol use proprietory products proposed by the Controctor will be consldered.
Submit test doto, monufocturefs doto, plocement instructions, ond other pertinent
dotq for opprovol by the Architect.
2.05 NONSHRINK GROUT
A. Provide premixed. nonshrink noncorrosive, nonmetollic, nonstoining product contoining
selected silico sond$ Portlond Cement, ond woter-reducing ogents. The product sholl
require only the oddition of woter ond shqll comply with the requirements of ASTM C-
827,l. Minimum compressive strength, when tesied qccording to ASTM C-942 with
monufocturer's mqximum ollowsble woter contenl 3000 psl ofter one doy; 7000
psi ofter 28 doys.2. Grout sholl be free of gos-producing or oir+eleosing ogents ond oxidizing ogents,3. Grout sholl contoin no corrosive iron, oluminum, or gypsum.4, Grout sholl be ploced ot o fluid consistency ond sholl exhibit no visible bleeding
two hours ofter plocement ond totolly nonshrink in 28 doys in occordonce with
ASTM C-827 with monufocturer's moximum woier content.5. Do not vibrote the groui.
6. Acceptoble Monufocfurers ond Products:o. Burke by Edoco'Burke Non-Fenous Non-Shrink Grouf,b. L&M Chemicols "Crysiet'c, Euclid Chemicol Compony "NS Grouf'd. Or opproved equol
2.06 RELAIED MAIERIALS
A. Form Releose Agenl Nox-creie form cooting or equol product occeptoble to the
Architect/Engineer which will not impoir the bonding chorocteristics of surfoce-opplied
moteriols.
B. Absorptlve Cover; Burlop cloth mode from jute or kenof, weighing opproximotely 9 oz.
per sq.yd., compl/ng with AASHTO M 182. Closs 2.
C. Moisture-Retoining Cover: One of the following, complying with ASTM C-l7l:L Woterproof poper
2. Polyethylene film3. Polyethylene-cooted burlop.
D. Curing Compounds: Liquid-type, membrone-forming curing compound, conforming to
requlrements of ASTM C3@. Use Type I, Closs A, compounds. Curing compounds
should not be used on surfoces thot qre to receive odditionol concrete, point, tile, or
other mqteriol requhing o positive bond, unless the Conlractor hos demonstroted thot
the membrone con be sotisfoctorily removed before the subsequent opplicotion is
mode, or the membrone con serye sotisfoctorily os the bose for the loter opplicotion.l. Super Floor Coot monufoctured by the Euclld Chemicol Co.2. Dress ond Seql monufqctured by L&M Construction Chemicols, Inc.
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Bonding ond Adhesive Compounds:'L Bonding Compound: PolyMnyl qcetqte type, rewettoble.
cr. Con-Bond monufocfured by Euclld Chemicol Co.
b, Everbond by L&M Constructlon Producis, Inc,2. Epory Products: Two component moterlol sultoble for use on dry or domp surfoce,
complylng wiih ASTM C-881, for use In oll structurol concrete repoirs.o. Products for Crock Repolr:l) "Fx-751 Hydro-Ester Low Modulus LW; Fox Indusiries
2) "Sikodur 35 Hi Mod LW Siko Corporotion
b. Products for Epory Mortor Polches:
l) 'FX-763 Low Modulus Hydro'Ester Trowel"; Fox Industries2) "Sikodur 2l Lo-Mod LV"; Sikq Corporotionc, Products for Epoxying Bolts or Relnforclng Steel Into Concrete:l) "Sikodur 3l Hi-Mod Gel"; Slko Corporotlond. Products for Epoxylng Steel Plotes to Concrete:l) "Sikodur 3l Hi-Mod Gel"; Siko Corporotione. Substitutions moy be considered provided complete technicol informotion
ond job references ore furnished to the Archliect/Engineer for opprovol prior
to commencement of work,
Nonskid Aggregote Flnish: Provide fused oluminum oxide grits or crushed emery, os
obrosive oggregole for nonslip finish with emery oggregote contoining not les thqn
40% oluminum oxide qnd not less thon 25% fenlc oxide, Use mqterlol thot ls foctory-
groded, pockoged, rustproof ond nonglolng, ond ls unoffected by fieezing, moisture
ond cleoning mqteriols. Locotlons for nonskld linlsh perArchiiecfurol Drowings.
VoporBonier:
L Polyethylene sheet, P\SIM E154, 8 mils thlck,2. Woter resistqnt bqrler poper consisting of heovy Krqft popers lqminoted together
with gloss fiber reinforcement ond overcooted wlth block polyethylene on eoch
side.
Curing ond Hordening Compound; Sodium Silicote Compound. lhese products should
be used for remediol curing ond hordening subjectto review by the
tuchitect/Engineer,l. Eucocure Vox by Euclid Chemlcol Co.2, Chem Hord by L&M Constructlon Chemlcols
Exponsion Bolts in Concrete:l. ICBO Approvol: Only concrete onchors qpproved by the Internotionol Conference
of Building Officiols (CBO) wlth o publlshed Reseorch Report sholl be opproved for
use,2. Type: All exponsion bolts In concrete sholl be wedge type exponsion bolts,o. Interior Use: All exponslon bolts, nuts, ond woshers for use in interior
conditioned environments free of potentiql moisture shqll be mqnufoctured
from corbon sieel zinc ploted In occordonce wlth Federol Specificotion QQ-Z-
325.
b. Exterlor or Exposed Use: All exponslon bolts, nuts, ond woshers for use in
exposed or potentlolly wet environments, or for ottochment of exterior
clodding moteriol$ sholl be golvonized or stoinless steel. Stoinless steel bolts
sholl be monufocfured from 3(D series sioinless sieel, ond nuts qnd wqshers
from 300 series or Type l8-8 stoinless steel.c. Nuts ond Woshers: Nuts ond woshers sholl be furnished by the monufocfurer
ond used with the bolts.
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3, Acceptoble Products qnd Monufocturers:o. "Kwik-Bolf or "Super Kwlk-Boll''; Hiltib, "Rowlbolf'; lhe Rowlplug Co.c. "Trubolt"; ITW Romset/Red Heodd. Other monufocturers will be occeptoble only if opproved by ICBO wiih on
ICBO Reseorch Report submltted for Engineer review.
Adhesive Bolts in Concrete:L Type: Adheslve bolts in concrete sholl consist of o threoded steel rod meefing the
minimum requlrements of ASTM ,4307 ond o seqled gloss, tube or sousoge type
copsule contoining polyester resin, quorlz sond oggregote ond o hordener.o. Inierior Use: For use in environments free of potentiol moisture sholl be
monufoctured from corbon steel zlnc ploted in occordonce with Federol
Specificotion aO-Z-325.b. Exterior or Exposed Use: Adhesive bolts used in exterior, exposed. or potentiolly
wet environments, ond for ottochment of exterior clodding moteriolg sholl
hove threoded rods mqnufoctured from ASIM Al53 golvonized steel or 300
series stoinless steel. Nuts ond woshers sholl olso be golvonized or stoinles
steel.2, Nuts ond Woshers sholl be furnished by the monufocturer ond used with the bolts.3. AcceptobleProducts:o. "HVA Adhesive Ancho/'; Hiltl Fostening Systemsb. Other monufocturers will be occeptoble only if opproved by ICBO with on
ICBO Reseorch Report submitted for Engineer review.
Grqnulor bose below slobs on grode: cleon well groded, free droining, crushed
oggregote, free from oll deleterious substonces, including cloy, dirt, lumps, orgonic
topsoil, frozen moteriol, etc.
Exponded Polystyrene (EPS) boord filler: Rigid cellulor thermol insulotion with closed
cells ond integrol high density skin, formed py the exponsion of polystyreen bose resin in
on exponsion process complying with ASTM C578 for type indicoted; CFC free ond os
follows:l. Type 1. 0.9 lbs/cu, ft. minimum denslty unless noted otherwise, Minimum
compressive resistonce of L0% deformotion wiih skins ottqched = 4.7 psi.
Fibermesh reinforcing: Colloted polypropylene fiber monufoclured by Fibermesh Co.,
or opproved equol. Coordinqte fiber length with oggregote size occording to
monufocturer's insiruclions.
2.07 CONCRETE PROPORIIONINC AND DES]GNOF MIXES
A, Proportion ingredients ond design concrete mixes in occordonce with ACI 3OI os
modified ln this Sectlon.
B. Fly Ash; A moximum ot 2Q%by weight of the cement moy be reploced with fly osh ot
the rotio of one pound of fly osh for every one pound of cement removed.
C. Slog Cement: A moximum by weight of the cement moy be reploced with slog
cement qi the rotio of one pound of slog cement for every pound of cement removed.
D. Durobility:
l. All concrete exposed io exterior or lhe potentiol of freezing temperotures
including concrete poving, sholl be oir-entroined with 5% to 7% entroined ond
eniropped olr.2. All concrete subjected to deicers sholl hove o moximum woter-cement rotio of
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Admixtures:
l. All concrete sholl contoin wcrter-reducing or high+onge woter-reducing odmixture
(superplostlcizer).
2. Hot weother conditlons: When temperofures exceed 85 degrees F., ond/or
plocing conditions requlre r€rtqrdotion of the settlng fime, fhe tuchitect/Engineer
moy require o chonge fiom woter reducing odmixture Type A (normol) odmixture
to Type D (retording) formulotlon of the woter-reducing odmixfure,3. Cold weother conditions: Concreie for slobs ploced when the temperofure ls
below 50 degrees F., moy include o nonconosive occelerotor conforming to ASTM
C494.Iype C or E. Monufocturer sholl submit long-term test doto proving lhe
noncorrosive effects on golvonized steel deck ond reinforcement before use.
Submlt certificotlon from steel deck monufocturer thot deck worroniy is noi
offected by the use of the proposed occelerqtor.4, When increosed workobility, pumpobility, lowerwoter-cement rotio shrlnkoge ond
permeobility reduction is required, superplostlcizer odmlxture sholl be used. Ihe
moximum slump sholl be I inches ofter oddilion of the superplosiicizer unless
otherwise occeptoble to the fuchltect.
Moximum slumps before odditlon of superplostlclzer shqll be qs follows:l. Pumped lightweight concrete $l /2"2. All otherstrucfurol concrete 4n.
Selection of Proportions of lngredlents:l. Prepore design mixes for eoch type of concrete used in the construction,o, Proportion mixes to obtoin compressive strengths indicoted on the Drowings.b. Where compressive strength is not indicqted, ossume minimum 4000 psi 28-dcy
strength.2. Document thot proposed mix deslgns will produce required overoge strength, fcr,
by one of the following:o. Method l: Fleld test dqtq. ACI 301, 4.2.3,4o excepi thot fleld records sholl be
for the some mlx design proposed ond interpolotion between records is not
ollowed.b. Method 2: Triol mlxtures; ACI 301, 4,2.3.4bc. Method3: ModifyACl 30l,4.2.3.4bosfollows: Preporeotleost3triol botches,
one eoch for slumps of 3", 5" ond 61 12" (toleronce: mlnus 0', plus I /2") with
cement content held constont ond vorioble quontities of woter. Plot
compression tesi results versus slump ond woter cement rotio. Select mix
deslgn with hlghest woter content meeflng required cveroge strength, fc.
Adjust cement content, redeslgn ond retest until contrqctor is sqfisfied wiih
workobility ot required overoge strength, fcr,d. Use Method 2 or 3 for mlx designs with fly osh or llghtwelght oggregote.
The mix selected sholl hove the highest woter conlent thoi will produce the
specified reguired strength plus l2@ psi.
Cement content ond wqter moy be modified in redesign ond testing of the mix
uniil the specifled strength plus l2@ psi is obtolned with workobility to soiisfy the
Controctol subject to specllled shrlnkoge llmlts,
lf the botch plont hos odequote documentotlon occeptoble to the
fuchitect/Engineer showing stondord deviotion in concrete strengths of less thon
600 psi, the design strenglh of the mix moy be reduced to less thon 120 psi over
thot colled for on the Drowings per ACI 301.
Slob cement mlx shqll be designed in qccordonce with guidelines in ACI 233R-95.
Moximum ollowoble unit shrinkoge (expressed in percenioge of length) sholl be
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determined In occordonce with ASTM C157, bosed upon the overoge volues of
three (3) 4 Inch x 4 inch x I I inch specimens ofter 2l doys of octuol drying time
(iotol 28 doys ofter costing).
o. Moximum ollowoble shrinkoge volue for oll concrete mixes shqll be 600
millionihs (0.0m6) with qn ollowoble voriotion of l5%b. Submit written reports of eoch proposed concrete mix for eoch clos of
concrete, Do not proceed with concrete productlon until mixes hove been
reviewed by the tuchitect/Engineer.8. Use moterlols from the some source from stort to flnish of Project unless chonges
hove been occepted by the Architeci/Engineer,9. Adjustment of Concrete Mixes: Concrete mix design odjustments moy be
requested by the Controctor when chorocteristics of moteriols, project conditions,
weother, iest results, or other circumstonces wonqnt.o. Loborotory test reports for revlsed mix designs ond strength results sholl be
submitted to the fuchitect/Engineer ond reviewed before use of revised
concrete mixes in the Work.
2.08 FILLED STA]R TREADS AND TANDINGS
A. One (1) port cemeni to one (l) port sond to two (2) ports peo grovel, 3/8 inch
moximum size,
2.09 PRODUCIION AND DELIVERY OF CONCREIE
A, Produce ond deliver concrete in qccordonce with ACI 301 qnd os modified in this
Section. Produce ond deliver concrete during hot ond cold weother in occordqnce
with the recommendqtions of ACI 305 ond ACI 306.
B. Reody-MixedConcrete:L Concrete will be considered unocceptoble if under ony climotic conditions it
undergoes initiol set or if not deposited wiihin 90 minutes of the iime woter is
introduced, or before the drum hos revolved 3m revolutions, whichever comes first.2, During hot weother, or under conditions contributlng to ropid setiing of concrete, o
shorter moximum dischorge time is required, the concreie will be considered
unocceptoble if not deposited within 75 minutes ofter the introduction of mixing
woter to ihe cement or oggregote or the introduction of cement to the
oggregote or before 125 mixing speed revolutions when oir temperoture is
between 80 degrees F. ond 90 degrees F., ond within 60 minutes or before 100
mlxing speed revolutions when oir temperoture is qbove 90 degrees F.3. Just prior to dischorging concrete, mix eoch loqd of concrete o minimum of 70
revolutions of mixer drum of full mixing speed.4, Add fibermesh to concrete ot rote recommended by flbermesh monufocturer.
Add ond mix in strici occordonce wiih mqnufocturer's instructions. Do not odd
woter to compensote for opporent loss In workobility. lf o superplosficizer is used,
odd qnd mix libermesh before superplostlclzer is odded. Tined rakes are orohibiled
for convevino fibrous reinforced concrete.o. Stondord slump tests must be performed prior to odding fibrous reinforcing.
PART 3 EXECUTION
3.OI GENERAT
A. Perform work in occordonce with the Uniform Building Code ond other opplicoble
requirements of governing outhorities hoving jurisdiction.
B. Perform concrete work in occordonce wlth "Stondord Soecificotions for Structurol
oA 02r0 ffi3m- 13
Concrete," ACI 301, os modlfied In thls Section.
C. Gronulor moterlol below slobs on grode: Compoct to 98% of moximum dry density per
ASTM D698. Spreod in even loyers ond compqct with rolling equlpment.
3.02 FORMWORK
A. Design, construct, broce ond molntoln formwork in occordonce with ACI 301 ond the
recommendqtions of ACI 347 os modified in thls Seciion.
B. Prepqrotion of Form Surfoces:
L Cleon reused forms of concrete motrix residue, repoir ond potch os requked io
return forms to occeptoble surfoce condltlon,2. Coot contrqct surfoces of forms with o forrn-cootlng compound before
F.
reinforcement is ploced.
3. thin form-cootlng compounds only with thinning ogent of type, ond in omount,
ond under conditions of form-cooting compound monufocturer's instructions, Do
not ollow exces form-cooting moteriol to occumulote in forms or to come into
contoct with concrete surfoces ogoinst which fresh concrete will be ploced,
Apply in complionce with monufocturer's Insiructions.4. Coqt steel forms wilh o nonstoining, rust-preventotive form oil or otherwise protect
ogoinst rusting. Rust stoined steel formwork ls not occeptoble.
Construction Joints: Locote ond Instoll construclion joints os indicoted on the Drowlngs
or, if not shown on Drowings, locoted so os not to impoh strength ond oppeoronce of
the structure, os occeptoble to fuchitect/Englneer.
L Provide l-l/?minimumdepthconfinuouskegvoysotqll construction jointslocking
contlnuous reinforcing through the joint ond os shown on the Drowings. Preformed
metol keywoys or wood fqbricolions ore occeptoble.
Woterstops: Provide woterstops in construcflon joints os indicoted on lhe Structurol
Drowlngs. Instqll woterstops to form continuous members in eoch joint, Moke provisions
to support ond protect exposed woterstops during progress of work. Seol field joints in
woterstops In qccordonce wiih monufocfurer's pdnted instructlons.
lsolotion Joints in Slobs-on-Grode: Construct lsolotion joints (without dowels) in slobs-on-
ground ot points of contoct between slobs-onground ond verticol surfoces only where
speclflcolly detoiled on the drowings. Provide constructlon Jolnts with dowels ol oll
locotions unless isolotlon Joints ore deioiled.l. Joint filler ond seolont mqteriols ore specified elsewhere in these specificotions.
Control (Controcfion) Joints in Slobs-on-Grodel Joinflng: Construct controljoints in slobs
on grode uslng premolded key Joints, inserts, tooled Jolnts or sow cuts wlth q minimum
depth of one inch. Do not use sow cuts for extedor concrele work.l. Where controljolnt spocing ls not indicqted on the Drowings, spoce joints ot
moximum l5feet.2, lf premolded hordboord or flberboord strlps ore used, insert the premolded
hqrdboqrd or fiberboord strip into the fresh concrete until the iop surfoce of the
strlp ls flush with the slob surfoce, Remove insert strlp ond cleqn formed groove of
loose debris ofier concrete hos cured.
Prefobricoted, strippoble plostic joints moy be used ot Controctor's option.
Control joints moy be sow cut, Cutting should commence before drying or cooling
couses rondom crocking. Cut sowed Jolnts os soon os the surfoce is dry to the
touch ond the cui does noi spoll or un-rovel, but no loter thon 8 hours ofter
concrete plocement.
Moxlmum spocing of constructlon joint for slobs-ongrode: No limit. Joint seolqnt
1-
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moteriol if requiredis specified elsewhere in these specificotions.
G. Provide blocking ond shoring os required to prevent deformofion ond domoge to steel
deck durlng plocement ond curing of concrete fill. Locote C.J. where occeptoble to
the Archltect/Engineer.
H. Miscelloneous:
L Chomfer Strips (ACl 303): Instoll chomfer strips qt internol corners ond edges of
formed Joints os detoiled on Architecturol drowlngs.2. Woll ond slob void forms: Insloll per monufocturers.written instructions.3. Rusticotion Strips: Securely noil within the forms using finish noils.
l. Composite beqms thot require temporory shoring shqll remoin shored until the slob hos
ottoined 75% of 28-doy design strengfh. At leost two levels of temporory shoring sholl
be used to support q floor on which concrete ls being ploced.
3.03 INSTALLAT]ON OF EMBEDDED ITEMS
A. Reinforcing Steel:L Instoll reinforcing in proper position occording to lhe toleronces given in ACI 301 ,2. Mointoin reinforcing in proper posltlon during concrete plocement operotions.3. Hondling of epoxy-cooted bors: All systems for hondling cooted bors sholl hqve
podded contoct oreos. All bundling bonds sholl be podded.
4, Reinforcement portiolly embedded in concrete shqll not be field bent except os
shown on the drowings or specificolly permitted by the Architeci/Engineer.
B. Other Embedded liems:L Coordinote work with requlrements of mechonicol ond electricol instolloiions ond
occommodotions. Do not insloll sleeves in ony concrete slobs, beoms, wqlls, or
columns except where shown on the drowings or upon written opprovol by the
Architect/Engineer.2. Cooperote ond coordinote the requirements for instollotion of embedded items
specifled ond furnished in other sections of the specificotions. Obtqln templotes
qnd instructions for setting embedded items.
Anchors, Inserts, Blockouts, Anchor bolts, ond other items built into the concrete
sholl be securely fostened to formwork or held in ploce wiih oppropriote devices.
Inseriion into concrete ofter pourlng will not be ollowed.
Dovetoil Slots: Instoll in formwork whenever mosonry qbuts concrete such os brick
ledges, or surfoces to receive mosonry veneer, intersections of mosonry wolls with
concrete wolls or columns. See Division 4 for requhements.
Void Forms: Controctor sholl provide void spoces of size ond extent shown on the
drowings. Where used, such forms sholl be ploced in os lorge pieces os procticol
ond sholl be odequotely secured in ploce with joints seoled to prevent leokoge of
concrete into the void spoce. Controctor sholl provide evidence sotisfoctory to
the Architecf/Engineer thot proper vold spoces hove been provlded,
Toleronce for onchor bolts ond other embedded items:o. l/8-inch cenier-to'center of ony two bolts within qn qnchor boll group where
on onchor bolt group ls defined os lhe set of onchor bolts which receive o
single fobricoted steel shipping piece.
b, I /4-inch center-to.center of odjocent qnchor bolt groups.
c. Moxlmum occumulotion of I /4-inch per hundred feet olong the estoblished
column line of multiple qnchor bolt groups, bui not to exceed o totol of I inch,
where the estoblished column line is the octuol field line mosi representotive of
the centers of the os-built onchor bolt groups olong line of columns.d. I /4-inch from the cenler of ony onchor bolt group to the estoblished column
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line through thot group.
e. Unless shown otherwise, onchor bolts ore set perpendiculor to the iheoreficol
beoring surfqce.f. Other embedded ltems or connection motedol furnished by others for
embedment in concrete sholl be set in occordonce wlth fhe toleronce
requkements of the AISC Code of Stondord Proctice for Steel Buildlngs ond
Bridges.
7. Tolerqnce for embedded plotes requlred to support precost members:o, Verticol locqlion l/?
b. Horizontql locotion 3/4"c. Plotes must be securely ottoched to the forms to ensure they will not move
during concrete plocing operofions.
C. Vopor Bonier: Instoll over prepored bose moterlol ot slobs-on-grode,
3.04 CONCRE'E PI.ACEMENT
A. Preplocement Inspection: Inspect ond eomplete formwork instollotlon, reinforcing
steel, ond iiems to be embedded or costln. Do not ploce concrete until the Work hos
been reviewed by the Owner's Testing Agency
B. Miscelloneous:
l. Concrete sholl not be ploced within 20 feei of pile driving, Concrete sholl hqve
cured o minimum of 24 hours before plle drlving commences within q distqnce of
2oteet.
2. Do not ploce concrete in free-stonding woter, over lce, or on fiozen subgrode,3. Twenty-four hours must elopse between odjocentdob qnd woll plocement,
Columns qnd wqlls must reoch on initiol set (minlmum three (3) hours curing) before
fromlng supported thereon is ploced.
C. Conveying:l. Convey concrete from the mixer to polnt of deposit without segregotion ond so os
to mointqin continuous plostic flow ot delivery ond until lhe costing unit is
complete.
D. Plocing: Comply with ACI 301 ond 3@l qs modlfled in lhis section.l. Wet exposed subgrode, mosonry filler units, precqst concrete, previously ploced
concrete, ond uncooted wood forms immedlotely prior to plocing concrete
(except during freelng temperofures).2. Deposit concrete continuously or in loyers of such lhlckness thot no concrete will
be ploced on concrete which hos hordened suffrcienfly to couse the formofion of
seoms or plones of weoknes, lf q secfion connot be ploced continuously, provlde
construciion Jolnts os hereln speclfled. Deposit concrete os neorly os procticoble In
its finol locotlon to ovoid segregoflon.3. Plocing Concrete in Forms: Deposit concrete In forms in horizontql loyers no
deeper thon 24n ond in o monner to ovold incllned construction joints, Where
plocement consists of severol loyers, ploce eoch loyer whlle preceding lqyer is still
plostic to ovold cold joints.
4. Guide the flow of concrete in wolls ond columns for verticol drop between the
reinforcing. Free foll, except in wolls ond column$ sholl not exceed 5 feet. Free fqll
in wolls ond columns sholl not exceed l5 feet.5. Continuous intermediote screed strips set prlor to concrete plocement ore required
for slobs cost over sleel deck ploce screeds olong beom lines, Set screeds ond
odjust os necessory to qchieve proper slob elevotion ond thlckness, ollowing for
beom comber ond deflectlon.
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Plocing Concrete Slobs: Deposii ond consolidote concrete slobs in o continuous
operotion, within limits of construction Jolnts, untll ihe plocing of o ponel or seciion
is compleied.
Topping Over Precqst Units: Protect bose surfoce from oil, point, dirt, or other
contominqnts. Mechonlcolly remove prior to topping plocement. Thoroughly
dompen bqse surfoce ond leove free of stonding woter. Mix, ploce, consolidote,
qnd finish topplng os specified in this seciion.
Environmentol Requirements:o. Cold Weqther Plocement: When depositing concrete ofter the first frosi or
when the meon doily temperotures ore below 40 degrees F., follow
recommendotions of ACI 306, Provide sufficient protection moteriol in
odvonce of the time when doily meon temperotures ore expected to drop
below 40 degrees F. Provlde strong ond secure weother protection qround
the building for of leqst one story obove ond one story below the floor being
concreted to qllow the floor to mointoin temperotures between 50 ond 70
degrees F. for not less thon 72 hours ofter depositing. Obtoin one (l)
temperoture reoding of oir ot floor level for eqch 600 squore feet of floor oreo
just prior to concreting. ond provide odditionol heot should the meosured
temperoture be less thon 5O degrees F. Record ond submit temperoture
reodings for Architect/Engineer revlew no loter thon 24 hours ofter concreting.l) The specified nonchloride occelerotor or high-eorly strength Type lll
cement moy be used when opproved by the Architect/Engineer. Do not
ploce concrete without opprovol of the Architect/Englneer on doys when
temperoture of 9:00 o.m. is below 30 degrees F. Job-.cured cylinders for
veriflcotion of strength ond/or the odequocy of the Controcior's
proteciive methods moy be required by the fuchitect/Engineer.b. Hot Weother Plocement: When depositing concrete in hoi weqther, follow
recommendotions of ACI 305, The temperofure of concrete ot time of
plocement sholl not exceed 90 degrees F. Protect to prevent ropid drying.
Stort finishing ond curing os soon qs posslble. When the oir temperoture is
expected to exceed 90 degrees F., the Controcior sholl obtoin opprovol from
the Architect/Engineer of the procedures to be used in protecting, depositlng,
finishing, ond curing the concrete. The specified woter reducing retording
odmixture moy be used upon opprovol of the Architect/Engineer. lhe use of
continuous wetting or fog sproys moy be requked by the fuchitect/Engineer
for 24 hours ofter depositing or the work moy be restrlcted to evenings or
nights, especiolly in fimes of low humidity,9, Moss Concrete: Refer to ACI 301 .
E, Consolidoting:I. Mqintoin one stondby vibrotor for every fhree vibrotors used.2. Consolidqte ploced concrete by Internol vibroting equlpment with o minimum
fiequency of 7000 rpm, supplemented by hond-spoding, rodding or tomping. Use
equipment ond procedures for consolidotion of concrete in occordqnce with ACI
309.3. Do noi use vibroiors to tronsport concrete inside forms. Insert qnd withdrow
vibrotors veriicolly of uniformly spoced locotions not fqrther thon visible
effeciiveness of mochine. Ploce vibrotors to ropidly penetrote ploced loyer ond ol
leost 6" into precedlng loyer. Do not insert vibrotors into lower loyers of concrete
thot hove begun to set. At eoch insertion limit durotlon of vibrotion to time
necessory to consolidote concrete ond complete embedment of reinforcement
ond other embedded items without cousing segregotion of mix.4. Consolidqte concrete during plocing operofions so thot concrete ls thoroughlyt
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oA0210 03300 - r 7
worked oround relnforcement ond other embedded ltems qnd into comers.
3.05 FIN|SHES
A. Unspecified form finishes, lf the finish is not deslgnoted in the controct documents the
followlng flnishes sholl be used os opplicoble.L Rough Form Finish: For oll concrete surfoces NOT exposed to public view.2. Smooth Form Finish: For oll concrete surfoces exposed to public view,
B. Finish of Formed Surfoces:L Rough Form Finish: Provide rough form finlsh for formed concrete surfoces not
exposed to view in the finish work ond in porking goroges unless otherwise
indicoted, Ihis is the concrete surfoce hoving texfure lmported by form focing
moteriol used, with fie holes ond defective oreos repoired ond potched ond llns
ond other projectlons exceedlng l /4" in height rubbed down or chipped off.2. Smoolh Form Finish: Provide smooth form flnish for formed concrete surfoces
exposed to view (except porklng goroge, unless noted otherwise), or thqt ore to
be covered with o cooting moteriol opplied direcfly to concrete, or o covering
mqteriol opplied directly to concrete, such os woterproofing, dompproofing,
poinflng or other similqr system, Ihis is os-cost concrete surfoce obtoined with
selected form foclng moteriol, orronged orderly ond symmetricolly with o minimum
of seoms. Repolr ond potch defecfive oreos wiih fins or other projections
completely removed qnd smoothed.
Smooth Rubbed Flnlsh: Provide srnooth rubbed finish to scheduled concrete
surfoces. which hove received smooth form 11nlsh treotment, not lqter thon one
dqy qfter form removol. Moisten concrete surfqces ond rub with corborundum
brlck or oiher obrosive until q uniform color ond texture is produced. Do not opply
cement grout other thqn thqt creoted by the rubbing process.
Grout Cleoned Finish: Provide grout cleoned finish to scheduled concrete surfoces
whlch hove received smooth form finish treotmeni,o. Combine one port Porflqnd Cement to 1-l 12 ports fine sond by volume, ond
mix with woter to conslstency of thick point. Proprietory odditives moy be used
ot Controcto/s option. Blend stondord Portlond Cement ond white Portlond
Cement, omounts determlned by triol potche$ so thot finol color of dry grout
will closely motch odJocent surfoces.b. lhoroughly wet concrete surfoces qnd opply grout to coot surfoces ond flll
smoll holes. Remove excess grout by scroping ond rubbing with cleon burlop.
Keep domp by fog sproy for ot leost 36 hours ofter rubbing.5. Reloted Unformed Surfoces; At tops of wqlls, horizontql offrets, surfoces occurring
odjocent fo formed surfoces, strlke-off smooth ond ffnlsh with q texlure motching
odjocent formed surfoces. Continue finql surfoce treotment of formed surfoces
uniformly ocross odJoceni unformed surfoces, unles otherulse lndlcoted.6, Exposed Ceilings: Where lhe undenide of horizontol concrete surfoces remoin os
the celllng of occupled or usoble spoce of stoirwoys, exercise exceptionol core in
the selection, lnstolloflon, olignment, ond removql of formwork to produce o cleon,
smooth surfoce. Tope oll form Jolnts. Remove qll form oil qt oreo to be covered
before opplying tope.
C. Unspecified Slob Finishes: When type of frnlsh is not specified in the controct
documents, the following finishes sholl be used os opplicoble.l. Scrotched Finish: For surfoces intended to receive bonded opplicotlon,
cementitious topplngs or other opplicotions.2. Flooted Finish: For surfoces intended to receive roofing, woterprooflng
membrones, or sond bed terrozo,
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3. Troweled Finish: For floors intended os wolking surfoces or for reception of floor
coverings.4. Broom or Belt Finish; For sidewolks ond goroge floors ond romps,5. Non-Slip: For exterior plotforms. steps, ond londings; ond for exterior ond interior
pedestrion romps.
D. Monolithic Slob Finishes;l. Scrotch Finish: Apply scrotch finish to monolithic slob surfoces thot ore io receive
concrete floor topping or mortor setting beds for tile, Portlond Cement terrozzo,
ond other bonded opplied cementitious finish fiooring mqteriol, qnd qs otherwise
indicoted. Finish surfoces to toleronce specified below. Slope surfoces uniformly to
droins where required. Atter leveling, roughen surfoce before finol set with stiff
brushes, brooms, or rokes,
Flool Finish: Apply floot finish to monolithic slqb surfoces to receive trowel finish ond
oiher finishes qs hereinofter speclfled, ond slob surfoces which ore to be covered
with membrone or elostic woterprooflng, membrone or elqstic roofing, or sond-bed
lewqzo, ond qs otherwise indicoted. Do not work surfqce until reody for flooting.
Begin flooting when surfoce woter hos disoppeored or when concrete hos
siiffened sufflciently to permit operotion of power-driven floots, or both.
Consolidote surfoce with power-driven floots, or by hond-flooting if oreo is smoll or
inoccessible to power units, Check ond level surfoce plone lo o toleronce os
specified below, Cut down high spots ond fill low spots. Uniformly slope surfoces to
droins. lmmediotely ofter leveling, refloot surfoce to o uniform, smooth, gronulor
texfure.
Trowel Finish: Apply trowel flnish to monolilhic slob surfoces to be exposed to view,
ond slqb surfoces to be covered wilh resilient flooring, corpet, ceromic or quorry
tlle, point, or other ihin-film finish cooting sysiem. After flooting, begin first trowel
flnish operotion using power-driven trowel. Begln flnol troweling when surfoce
produces o ringing sound os trowel is moved over surfoce. Consolidote concrete
surfoce by finol hond-troweling operotion, free of trowel morks, uniform in texture
ond oppeoronce, ond with o level surfoce to o foleronce os specified below.
Grind smooth surfoce defects which would telegroph through opplied floor
covering system.
Trowel ond Fine Broom Finish: Where ceromic or quorry tile is to be instolled with
thin-set mortor, opply trowel finlsh os specified obove, then immediotely follow with
slightly scorifying surfoce by fine brooming.
Nonslip Broom Flnlsh: Apply nonslip broom finish to goroge floors ond romps with
les thon 6% slope, exterior concreie plotforms, steps ond romps, ond elsewhere os
indicoted. lmmediotely ofter trowel finlshing, sllghtly roughen concrete surfoce by
brooming with fiber bristle broom perpendlculor to moin troffic route. Coordinote
required finol finish with tuchltect before opplicolion,
Roke Finish: Provide o roke flnish to oll romps exceeding o 6% slope. Finish shqll be
opplied perpendiculor to dlrectlon of troffic.
Chemicol-Hordener Finish: Apply chemicol-hordener finish to inierior concrete
floors where indicoted. Evenly opply eoch coot, qnd ollow 24 hours for drying
between coots Apply proprietory chemicol hordeners in occordonce with
monufocturer's prinfed instructions, After flnol coot of chemicol-hordener solulion is
opplied ond dried, remove surplus hordener.
Nonslip Aggregote Finish: Apply nonslip oggregote finish to concrete stqk treqds,
plotforms, romps, ond elsewhere os indicoted on the fuchitect's Drowings After
completion of floot finishing, ond before siorting trowel finish, uniformly spreod 25
lbs. of dompened nonslip oggregote per 100 sq. tl. of surfoce. Tomp oggregote
flush with surfoce using o steel trowel, but do notforce below surfoce. Afier
oA02r0 m3m- l9
broodcosting ond tomping, opplytrowel finishing os herein specified After curlng,
llghtly work surfoce with o steel wire brush or on obroslve stone ond woter to
expose nondip oggregoie.9. Colored Weor-Resistqnt Finish; Provide colored weor-resistoni finish to monolithic
slob surfoce Indlcoied Apply.dry-shoke mqteriqls for colored weor+esistont finish ot
rote of not less thon 60 lbs. per 100 sq, ft., unles greoter omount is recommended
by moteriol monufocturer lmmedlotely following flnt llootlng operoiion, unlformly
distribute opproximotely 2/3 of required weight of dry-shoke moteriol over
concrete surfoce ond embed by meons of power flooting. Follow flooting
operotion with second shoke oppllcotion, uniformly distributing remoinder of dry-
shoke mqteriql ot right ongles to first opplicqlion, ond embed by power flooting
After completion of broodcosting ond flooting, opply trowel finish os herein
specified. Cure slob surfoce with curing compound recommended by dry-shoke
hordener monufqcturer, woiting up to 48 hours (depending on humidity ond
drylng) before oppllcoilon. Do not use moisture-cover or moisture-curing methods.'10. Troffic Surfoces in Porking Focility:
o. Begin flooting ofter bleeding of wqier through surfoce of concrete hos been
completed ond woter sheen hos disoppeored from concrete surfoce. (2)
Finish slob surfqces using o wood floot to ochieve o rough swkl texture.b. Finish to toleronce per pqrogrqph "Finishes' of these specificotions.c. Flnlsh concrete slobs to proper elevqtions to ensure surfoce moisture will droin
freely to floor droins.
3.06 CONCRETE FINISH MEASUREMENT AND TOTERANCES
A, Concrete Floor Finish Toleronces - slobs on grode ond supported slobs. Comply with
following requirements bosed on ASTM El155 - Stondqrd Test Method for Determining FF
(Floor Floiness).l. Exiro concrete: The controctor sholl include in his bid ony odditionol concrete
reguired to ochieve the specified dqb surfoce finish tolerqnces, meosured before
forms ore removed;2. Concrete floor flnlsh tolerqnces:o. Closs AA: Depressions between high spots sholl not exceed l/8' under o l0'
stroight edge,b. Closs AX: Depressions between high spots sholl not exceed 3/16" under o l0'
stroight edge.c. Closs BX: Depressions between high spots sholl not exceed 5/16" under o l0
stroight edge.d. Closs CX: Depressions between high spots sholl not exceed I /2" under o l0'
strolght edge.3. Slob finishes ond specified toleronce closses.o. Scrotch finish: Closs CX toleronce.b, Flooted finlsh: Closs BX toleronce.
c. Troweled finish on fixed form concrete slobs; (forms not ollowed to deflect
during concrete plocement); Clos AX toleronce.d. Troweled finish on slqbs cost on metql deck or precost concrete or other
suspended (deflecting) form system: Closs BX toleronce.e. Exposed oggregote linlsh: Clos BX foleronce.4. Slob Elevqtions:
o. Slobs on grode: Within l/2 inch of the elevotion shown on drowings.b. Supported slqbs: Wthin I /2 inch of the elevofion shown on drowings.
3.07 CONCREIE CURING AND PROIECTION
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Generol: Protectfreshly ploced concreie from premofure drying ond excessive cold or
hot temperotures. Molntqln concrete with minimol moisture loss ot o relotVely constont
temperoture for the period necessory for hydrotion of the cement ond hordening of
concrete. Curing sholl commence os soon os ftee woter hos disoppeored from the
concrete surfoce ofier plocing ond fnishing. Ihe curing period sholl be 7 doys for oll
concrete except high-eorly strength concrete which sholl be cured for 3 doys minimum.
Curing sholl be in occordonce with ACI 301 procedures. Avold ropld drying ot the end
of the curing period.
Curing Methods: Perform curing of concrete by moisture curing, by moisture-retoining
cover curing, by curing compound, or by combinqtions ihereof, os herein specified.
The Controctor sholl choose o curing melhod thot ls compotlble with the requirements
for subsequent moteriol opplicotion on lhe concrete surfoce,l. Provide moisture curing by one of the followlng methods:
Keep concrete surfoce continuously wet by covering with woter.
Continuous woter-fog sproy.
Covering concrete surfoce with specified obsorptive cover, thoroughly
soturoflng cover wlth woter ond keeping it continuously wet, Ploce obsorptive
cover to provlde coveroge of concrete surfqces ond edges, with 4', lop over
odjocent obsorptive covers.l) Ploce obsorptive cover to provide coveroge of concrete surfoces ond
edges, with 4'lop over odJocent obsorptive covers.
Provide moisture-cover curlng os follows:o. Cover concrete surfoces wlth molsture-retoining cover for curing concrere,
ploced in widest procticoble width with sides ond ends lopped oi leost 3,,ond
seoled by woterproof tope or odhesMe. lmmediotely repoir ony holes or teors
during curlng perlod using cover moteriol ond woterproof tope.
Provide curing compound to interior slobs with resilient flooring, corpet over
cushion. or left exposed; ond lo exlerior slobs, wolks ond curbs os follows:o. Apply specified curing compound to concrete slobs os soon os finol finishing
operoiions ore complete (wilhin 30 minutes).b. Apply uniformly in continuous operotion by power sproy or roller in
occordonce with monufocturer's directlons.c. Recoot oreos subjected to heovy roinfoll withln 3 hours ofler initiol opplicotion.d. Mointoin continuity of cooiing ond repolr domqge during curing period,e. Before using membrqne curlng compound on surfoces thol ore to be covered
with cooting moterlol opplled directly to concrete, liquid floor hqrdener,
woterproofing. dompproollng, membrone roofing, flooring (such os ceromic
or quorry tile, glue-down corpet), pointing, qnd other cooflngs ond finish
moteriols, demonstrote thqt the membrone con be sofisfoctorily removed
before the subsequent opplicotion is mode, or the membrone con serve
sotisfoctorily os lhe bose for the lqter oppllcotlon.
Curing Formed Surfoces: Where wooden forms ore used, cure formed concrete
surfoces, including undersides of beoms, supported slobs ond other similor surfoces by
molst curing with forms in ploce for full curing period or until forms ore removed,l. When forms ore removed, continue curlng by methods specified obove, os
opplicoble.
Curing Unformed Surfoces: Cure unformed surfoces, such os slobs, floor topping, ond
other flot surfoces by opplicotion of oppropriote curlng method.l. Finol cure concreie surfoces to receive llquid floor hordener or finish flooring by use
of moisfure+etoining covel unless otherwlse directed.
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E, During hot ond cold weother, cure concrete in occordqnce with ACI 305 ond ACI 306.
3.08 REPAIR OF FORMED SURFACE DEFECTS
A. Allow Architect/Englneer to observe concrete surfoces immediotely upon removol of
forms.
B. Modify or reploce concrete not conforming to required lines, deioils, ond elevotions.
C, Repoir or reploce concrete not properly ploced resulting in excessMe honeycomblng
qnd other defects. Potch, repoir, or reploce exposed finished concrete os dkected by
the tuchitect/Engineer.
D. Potching of tie holes is not required.
E. Repoir defects in strucfurol concrete elements os follows:l. Deep Defects Exposlng Relnforclng: Chlp to sound concrete ond cleon thoroughly
to remove oll loose concrete ond dust. Apply thln coot of specified epoxy
odhesive. Form ond pour, or dry pock with sp-ecified nonmetolllc, nonshrink grout,
prior to development of tock-free condition of epoxy bonder. Strip forms ofter
grout hos hordened ond provide specified finish. Moist cure or opply specified
cleor curing ond seoling compound immediotely ofter finishing.2. Defecis Greoter Thon l/2 In, Depth not Exposlng Reinforclng; Chip, cleon ond
opply specified epoxy odheslve. Dry pock using specified nonmetolllc, nonshrlnk
grout prior to development of tqck-free condition of epoxy bonder. Provide
specified finish ond cure.3. Defects Less lhon l/2 In. Depth ond Tie Holes:o. For concrete hoving o specified compressMe slrength of 5000 psi or less: Chip
ond cleon per porogroph in thls section. Dry pock per porogroph in this
section. Finish ond cure os required.
b, For concrete hoving o specifled compressive strength greoter thon 5000 psi:
Chlp ond cleon per porogroph In thls section. At Controctor's oplion, dompen
surfoce ond opply Slkotop Non-sog Mortqr, or equivoleni, followed by
specified finish (no curing requlred); or opply thin coot of the speclfled
bonding compound followed by dry pock per porogroph ln thls section. Finish
ond cure os required.4. Oiher equivolent repoir procedures moy be used subject to review ond
occepionce by the Architect/Englneer.
3.09 REPATR OF UNFORMED SURFACE DEFECTS
A. Defects whlch odversely qffect the durobility of the concrete or finish. Unocceptqble
surfoce defects sholl include, but not necesorily be limited to. crolng. crocks in excess
of 0.01" wide, or which penetrote to the reinforcement or completely through non-
reinforced concrete, regordless of wldth. spolling, pop-outs, honeycomb, rock pockets
ond other objecfionoble conditions.
B. Corect high oreos in unformed surfoces by gdnding ofter concrete hos cured ot leost
l4 doys.
C. Correct low oreos in unformed surfoces during, or immediofely ofter, complefion of
surfqces, finishing operotions by cutting out low oreqs ond replocing with fresh
concrete, Finish repoired qreos to blend into qdjqcent concrete surfoces,
D. Proprietory concreie potching compounds moy be used, when occeptoble to the
Architect/Engineer.
3.IO REMOVAT OF FORMS AND SHORES, RESHORING
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A. Removol of Forms: (Supplement ond Modify ACI 301 os follows):L Formwork not supporting weight of concrete such os sides of beoms, wolls, columns
ond similor ports of the work moy be removed ofter cumuloiively curing of not less
thon 5O degrees F. for 24 hours ofter plocing the concrete provided the concrete is
sufficiently cured to be undomoged by form removol operotions ond provided
thot supplementory curing ond protectlon is provided for the exposed concrete.2. Formwork supporting weight of concrete such os beom soffits, joists, slobs ond
other structurql elements sholl not be removed until concrete hos ottoined o
minimum ot 75% ol 28 doy deslgn strength but no sooner thon l4 doys.o. Form removol time moy be oltered if o reshoring progrom is used thqt is
occeptoble to the Architect/Engineer.b. In ploce compressive strength of cost-in-ploce concrete sholl be determined
by testing fleld-cured concrete specimens representotive of thqt concrefe.l) Field-cured concreie specimens (qs requlred by the Controctor for eorly
form removol) sholl be mqde ond tested by the Owner's testing focility
ond poid for by the Controctor.3. Form focing mqteriol moy be removed 4 doys ofier plocement only if shores ond
other verticol supporis hove been designed ond ononged to permit removol of
form focing materiol without loosening or disfurbing shores ond supports.
B. Reshoring: (Supplement ond Modify ACI 301 os follows):l. Remove forms ond re-shore in o plonned sequence os indicoted on shop drowings
to ovoid domoge to portiolly cured concrele. Locqte ond provide odequote
reshoring to sofely support the work without excessive stress or deflection of time of
form removol.o. Reshoring is defined os follows: Strip severol entire boys. Allow slob to deflect.
Insioll reshores. Structure corries its own self weight. No initiql lood in reshores.2. A minimum of two (2) levels of re+eshores in qddition to the level of formwork is
required to support one level of newly poured concrete.3. Keep reshores in ploce o minimum of l5 doys ofier plocing upper tier, ond longer if
required until the concrete hqs oitoined its required 2&doy slrength ond until
heovy loods due to construcilon operotions hove been removed.
3,II NON-SHRINKGROUI
A. Grout column bose plotes, equipmenl boses ond other locoiions noted on the
Drowings with non-shrink groui.
B. Perform oll grouting in occordonce wlth recommendotions of ACI ond the grout
monufqcturer's printed speclflcotlons for site preporotion, product mixing ond plocing.
C. Drypock: Zero slump, cement-sqnd mlx, proporllon determined by triol to produce 7000
psi compressive strength of 28 doys.
3.I2 TOTERANCES
A. TOLERANCES FOR FORMED SURFACESI. Voriotion from plumb:
o. In the lines ond surfoces of columns, plers, wolls ond in orrises:l) In ony l0 ft. of length 114ln.2) Moximum for the entlre length I in.b. For exposed corner column$ control-joint grooveg ond other conspicuous
lines:l) In ony 20 ft. length 1l4in.
2> Moximum for the entlre length 1/21n.
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Voriotion frcjm the level or from the grodes specified in the controct documents:
o. ln slob soffits, ceilings, beom soffits, ond in onises, meosured before removol of
supporting shores:
l) In ony 10 ft of length l/4 in.
2) In ony boy or in ony 20 ft, length 3/8 in.
3) Moximum for the entire length 3/4 in.
b. In exposed lintels, sills, poropets, horizontol grooves, qnd other conspicuous
lines:l) ln ony boy or In 2O ft, length I /4 in.2) Moximum for the entlre length I /2 in.
Voriotion of the lineor building lines from esioblished position in plon ond reloted
posifion of columns, wolls, ond portitions:
cr. In ony bqy l/2 in.
b. In ony 20 ft. of length l/2 in.
c, Moximum forthe entire length I In.
Voriotion in the sizes ond locotlon of sleeves, floor openings, ond woll openings
+1 14in.
Voriotion in cross-secflonol dimensions of columns ond beoms ond in the thickness
of slobs ond wolls:
o. Minus I /4 in., plus I /2 in.
Footings
cr. Vqriqfions in dimensions in plon: Minus l/2 in, plus 2 in.b. Mlsplocement or eccentrlclty: 2 percent of the footing width in ihe direclion
of misplocement but not more thon 2 in.c. Thickness:l) Decreose in specified thickness 5 percent
2) Increose in specified thicknes No limit
Voriotion in steps:o. In o flight of stoirs: Rise +l /8 in. Treod +\ 14 in.
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b. ln consecutMe steps: Rise +l/16 in. Treod +l/8 in.l) Toleronces opply to concrete dimensions only, not to positioning of
verticol reinforcing steel, dowels, or embedded items.
3.I3 MISCETLANEOUS CONCRETE REOUIREMEMS
A. All other concrete work indicoted on the drowings sholl be provided ond instolled in
conformonce to these speciflcotlons:l. Equipment Boses: Instoll concrele boses for oll pumps, boilers, ionkg fons,
tronsformers, floor mounted electricol equipment eic., including onchor bolts ond
inserls in occordonce with setting diogroms furnished by ihe Controctor responsible
for instolling the equipment. Finish oll boses in o workmonlike monner with o
troweled finish. The boses sholl be locqted ond sizes determined by the Controctor
furnishing the equipmeni.2. Concrete Benches ond Plonters: Form ond pour in ploce oll exterior concrete
benches ond plonters qs indicoted. Relnforce os detoiled. Finish bench tops with
smooth troweled finish ond slope sllghtly for droinoge.3. Under Floor Duct Encqsement: Pour concrete oround under floor mechonicol
ducts os indicoted on the mechonicol drowings, Coordinote with ductwork
instoller.4. Flogpole Bose: Form, reinforce, ond pour light pole boses os indicoted on
electricol drowings. Coordinote instollqtion of condult ond onchor bolts with
electricol controctor.5. Light Pole Boses: Form, reinforce, ond pour light pole boses os indicoted on
electricql drowings. Coordinote instollotion of conduit ond onchor bolts with
electricql controctor,6. Fillingln: Fill-in holes ond openings left in concrete structures for possoge of work by
other trodes, unless otherwise shown or directed, ofier work of other trodes is in
ploce. Mix. ploce, ond cure concrete os herein specified, to blend with in-ploce
construction. Provide other miscelloneous concrete filling shown or required to
complete work.7. Curbs: Provide monolithic finish to interior curbs by strlpping forms while concreie is
still green ond steel-troweling surfoces to o hord, dense finish with corners,
intersections, ond ierminotions slightly rounded.
END OF SECTION
I oAo2ro 03300 - 25
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I SECilON03360
SHOTCRETE
I PART I GENERAL
r t.ot RELATED DOCUMENTS
t A. Drowings ond generol provisions of Controct, including Generol ond Supplementory
Conditions ond Division- l Specificotion sections, opply to work of this section.
t r.o2 woRK TNcLUDEDIA. The work specified by this section consists of furnishing oll lobor, moteriols ond
r equipment for the botching, mlxlng, tronsportlng, ploclng, nnlshlng, curing ond quolity
t control of wet or dry shotcrete used In new constructlon,
B. Shotcrete sholl consist of pneumoticolly opplied concrete or mortor of the required
I thickness ond ot the locqtions shown on the drowings ond/or os directed by The
I Engineer of Record (EOR).
C. Shotcrete sholl be opplied by the wet-mix or dry-mix (gunite) method.
I D. This section covers shotcrete for bosement wolls ond pilosters from foundotion beoringr elevofions to construction joint immediotely below level one construction.
I E. All shotcrete shqll be occurotely locoted, properly ploced, finished ond cured os
I indicoted on the drqwings qnd specifled herein.
I,O3 RELATED WORK SPEC]F]ED ELSEWHERE
I A. Concrete work including reinforcing, Division 3.r
I.04 REFERENCES
I A. The work under ihis section sholl be subject to oll opplicoble provisions of the stqte ondI locol building ond sofety codes. All codes ond references ore lotest edition.1. ACI 506- "GuideioShotcrete"
I 2. ACI 506.2 - "Specifcotlon for Moterlols Proportloning ond Applicotion of Shotcrete"
I 3. ACI 301 - 'Stondord speclflcofions for structurol concrete-4. ACI 305 - -Hot Weother Concreting'
r 5. ACI 306 - "Cold Weother Concreting'
I 6. ASTM C33 - -Stondord Specificotion for Concrete Aggregotes"r 7. ASTM C42 - 'Stondord Method of Obtoining ond Testing Drilled Cores qnd Sowed
Beoms of Concrete'
I 8. ASTM C'94 - "Stondord Specificofions for Reody Mlx Concrete-I 9. ASTM Cl50 - "Stondo[d Specifrcotion for Portlond Cement"
10. ASTM C309 -'Siondord Speciffcofion for Liquid Mbmbrone-Forming Compounds
I for Curing Concrete'
I I l. ASTM C494 - "Stondord Specificotion for Chemicol Admixtures for Concrete"
12. ASTM Al85 -'Specificotion for Steel Welded Wire Fobric, Ploin, for Concrete
Reinforcement"
t 13. ASTM ,4615 - "Specificotions for Deformed ond Ploin Billet-Steel Bors for Concreter Reinforcement'
I B. In cose of conflict between documentg including orchitecturol ond structurol drowings
I ond specificotions, notify the tuchltect prlor to submlttlng bld. h cose of conflict
between the structurql drowings ond speclflcotlons, the strictest interpretotion sholl
r govern.
r oAo2ro 03360- r
I
t.05 oUAUTYCONTROL
A. The Conlroctor is responsible for quolity control, including workmonship ond moteriols
furnished by his subconiroctors ond supplien.
l. Inspection or testing by the Owner does not relieve ihe Controclor of his
responsibility to perform the Work In qccordqnce with the Controct Documents.
Workmonship: lhe. Controctor ls responsible ond shqll beor the cost of coneciing
shotcrete work which does not conform to the specified requkements, including,
bui not limited fo, strength, toleronces. ond finishes. Correct deficieni shotcrete by
meons occeptoble to the fuchitect. Ihe cost of extro work incuned by the
fuchitect to qpprove conective work sholl be borne by the Controctor.
Worker's Quqlificqtions. Workers, including ihe foremon, nozzlemon, ond delivery
equipment operotor, sholl be fully quolified to perform the work. Ihe nozzlemon
sholl hove hod o minimum of 2 yeors contlnuous experience on similor structurol
shotcrete work ond sholl demonstrote his obility to sotisfoctorily ploce the mqteriql
in occordonce with the recommendotions of ACI 506.3, 'Gulde to Certificotion of
Shotcreie Nozzlemen'
I.06 OUATIWASSURANCE
Owner will engqge o quolified Testing Agency, opproved by the Architeci ond
Engineer to perform tesfs ond inspectlons requlred by these specificotions. Testing
Agency sholl comply with ASTM E329 ond sholl turnish o certlflcote of complionce,
signed by the Professionol Engineer responsible for monogement of the Agency. The
Professionol Engineer must be registered in the stote where the project is locoied.L Preconstruction test ponels. thirty doys prior to octuol commencement of the
opplicotion of shotcrete two test ponels sholl be constructed for eoch proposed
mix qnd for eoch shooting position onticipoted on the project. Test ponels sholl
hove dimensions of not less fhon 36" x 36" squore with o minimum 4" depth. Severol
lengths of reinforcement with o cleor spoce equol to not less thon 2 % inches
beMeen reinforcing sholl be lncluded In o portlon of eoch test ponel. After the
test ponels hqve been shotcreted on opproved curing compound sholl be opplied
or other opproved curing method sholl be done to prevent moisture loss. Ihe test
ponels sholl remoin in their fobricofion positions for ot leqst 20 hours before being
moved to ihe testing focility. Such fleld somples sholl be prepored ond field cured
qt the conlrqcto/s expense,
cr. three cores sholl be obloined from eoch ponel for compressive strength tests.
The following minimum strength sholl opply.
I ) Cores: Tested per ASTM CAZ two cores ot eoch oge.2) I doy: Required overoge strength =O.Axt'c3) 7 doys: Required overoge strength = 0.75 x f'c
4> 28 doys: Required overoge strength = f'c5) Loborotory testing ond reporting shqll be poid by the Owner2. Construction test ponels, Two shotcrete iest ponels shqll be mode eoch doy for
eoch 50 cubic yqrds of shotcrete ploced. Pgnels sholl be cured ond tested qs
speclfled hereln for pre-consiructlon testlng, Compresslon tests sholl be mqde on
eoch ponel. See strength requlrements obove.3. For wet mix shotcrete, slump sholl be determined in occordonce with ASTM C143,
ond totol oir content sholl be determined in occordonce with ASTM C23l ond
verlfled in qccordonce with ASTM C138,4. A cleorly defined pottem of continuous horizontol or verticol ridges or depressions
of lhe reinforcing elements ofter they ore covered will be on indlcotlon of
insufficient cover or poor opplicotion ond proboble voids. In this cose the
opplicotion of shotcrete sholl immediotely be suspended ond the work inspected
3.
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by lhe Engineer. ConectMe meosures sholl be implemented ond completed prior
to resuming lhe shotcreting operotion.o. Testing ogency sholl prepore test reports thot sholl be distributed to the Owner,
Architect, Engineer ond Controctor,
B. See Divison l, "lnspection ond Testing Seryices".
I.O7 SUBMIITALS
A. Solisfociory evidence os to lhe controctors ond workers quolificotions ond experience.
B, Proposed mix deslgn.
C. Method ond moteriol certificotion for curlng the test ponels ond in ploce work.
D. A detoiled written presentotion indicoting iype of equipment ond use of wet or dry mix
(Gunite) process.
I.O8 ENVIRONMENTAT REOUIREMENTS
A. Air ond substrote temperotures must be mointoined ol 40 F. or higher during
shotcreting, Methods for heoting ond protection must be opproved by the Engineer.
B. The shotcrete mix temperofure os ploced must be mointoined ot 55 F. or higher,
Adjuslments to the mix design includlng the use of o non-chloride concrete occelerotor
moy be required to meet strength requirements during cold weother, All chonges or
odjustments to the mix must be opproved by fhe EOR.
C. Shotcrete sholl not be ploced on ony surfoce thot is frozen, spongy or where there is
free-stonding woter.
PART 2 PRODUCIS
2,OI MATERIALS
A. Cement: Conform to ASTM C150, Type lor ll
B. Flyosh: Conform to C618, Closs C or F, except los on ignition sholl not exceed 4
percent.
Aggregotes: Conform to requirements of ASIM C33 except the groduotion of both
sond ond course oggregote sholl be os outlined in ACI 506.2.
Admixtures: For wei mix only, Conform to ASTM C-494 ond sholl coniqin no Intentionollv
odded chloride ions.l. Retqrder: Type D
Groce: "POSI Retordef or Dorotord-I7
Builders: "Pozzolith 3ffi l?'or uPro-crete N"2. Woter reducer: Type A.
Groce: "PSl Normol or'WRDAwlth Hycol"
Builders: "Pozzolith 300N'or "Pro.crete N"3. Air-Entroinlng Agent: Conform to,\STM C-260.
W.R. Groce: "Air-Tite" or 'Dorex AEA'
E. Membrone-forming curing compound; Conform to ASTM C309.
'| . lf VOC compliqnce is required. Fed, Spec. TT-C-800, Type l, woier bqsed VOC
compliont ocrylic.
2. lf VOC compllonce is not required: Fed. Spec. n-C-8m, Type l, Closs l, minimum
l8 percent solids, non-yellowing, unit moisture los 0.390 kg/m2moximum; *Groce
Seol Co', L&M Chemicol Co., 'Dres & Seol- Moster Builders 'Cure-N-Seol 30'. Pro
c,
D.
W,R,
Moster
W,R.
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oA02r0 03360 - 3
So Co 'Kure ond Seol', Soveneborn 'Kure-N-Sedl 0800'or Symons 'Cure ond Seol
t8%'.
F. Fibermesh: Colloted, fibrilloted polypropylene bundles mqnufqctured by Forto Corp,
Fibermesh Corp or W.R. Groce. Coordinote fiber length with oggregote size occording
io monufocturers lnstructlons.
G. Woter: Potoble
H. Reinforcing: See Division 3, 'Concrete Work'
2.02 PROPORIIONING AND MIX DESIGN
A. Mlnlmum Requkements
L Cement Content: Minimum cement content for wet-mix shotcrete sholl be 700
pounds per cublc yord.
2. Fly Ash Content: At the option of ihe controctor, fly osh moy be substituted for up
to l5 percent of the Porllond cement on the bqsis of I .5 pounds of fly osh for eoch
pound reduction of cement.
3. Mqximum Woter-Cement Rotio: lhe moximum wqter-cement rqtio forwet mix
shotcrete sholl be 0.40 on o weight bosis or, if fly osh ls used, cement plus fly osh
moss sholl be used to determine the woier-cemeniitious moterlols rotlo.4. Fine Aggregote: Flne oggregote sholl be well groded, with o fineness modulus of
2.30 to 3.m.
Slump: Wet-mix shotcrete slump sholl be kept os low os possible consistent with
proper hondling ond thorough compocilon. Unless otherwise noted, slump sholl
not exceed 3 inches.
Woter: Dry mix shotcrete; the omount of woter sholl be such thot the surfqce of the
shotcrete in ploce will hove o dense, motte or dull oppeoronce ond moy be
odjusted so sholcrete will odhere up to o thickness of opproximotely 34 inch wlthout
support.
Totol Alr content: Ihe iotol volumetrlc oir content of wet-mix shotcrete sholl be 6
percent plus or mlnus I percent.
All shotcrete mlxes shqll contqin woter reducing odmixfure.
Mlx Deslgn. A tentotive shotcrete mix sholl be designed ond tested for eoch wet mlx
size ond grodoflon of oggregote ond for work. Design quonfifies ond test results of
eoch mix sholl be submltted for review, Mixes moy be qdjusted in the field os necessory
to meet requirements of these speclflcotlons. The report for eoch tentofive shotcrete
mix sholl contoin the followlng Informotlon,l. Totol gollons of woter per cublc yord.
2. Brond. type ond quontity (volume ond weight) of cement.3. Source, closs ond quontity of fly osh, if used.4. Brond, type, length ond quontity of fiber reinforcing.5. Brond, type, ASTM designotion, octive chemicol ingredients ond quontity of eoch
odmixture, lf ony,6. Air content, if wet-mix shotcrete ls used.7. Compressive strength required ond strength ochleved qt 28 doys.
Select concrete proporllons to produce the specified compressive strength of lhe
shotcrete fc for eoch portion of the work. Proportlons sholl be selected on the bosis of
compressive strength tests of specimens continuously molst cured untll testing of 28
doys. Ihese specimens sholl be cut from ihe shotcreted test ponels not eorlier thon flve
doys ofter shotcreting. For mix occeptonce purposes, qveroge core strengths sholl be
ot leost equol to fc for cores with LID ot 2.O. For cores with L/D between L0 ond 2.0 use
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oA 02r0 03360 - 4
B,
D,
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the correction fociors given in ASTM C42. For cube specimens, overoge strength sholl
be ot leost equol to fc x 0.85.
2.03 BATCHINE AND M]XING
A. Shotcrete sholl be furnished by o supplier occeptoble lo the Engineer.
B. Botching ond mixing sholl conform to requlrements of ASTM C685 for dry mix shotcrete
ond ASTM C94tor wet mix concrete.
2.04 SHOICRETE BATCH IRIP IICKETS
A. Shotcrete botch trip tickets sholl be prepored for eoch lood of reody-mixed (wet mix
shotcrete). Shotcrete botch trip tickets sholl be collected qnd retoined by the
controctor qnd sholl be ovoiloble to the testing ogency qnd the Engineer.
B. Tickets sholl show nome ond locotion of shotcrete supplier, the project nome, the mix
identificqtion, the quontlty of shotcrete delivered, the quontity of eoch moteriol in the
botch, the outdoor temperoture in the shqde, the tlme ot which the cement wos
odded, ond the numericol sequence of the delivery.
PARI3 EXECUIION
3.OI PTACEMENT
A. The limits of eoch plocement sholl be predetermined by the Coniroctor ond sholl be
occeptoble to the Engineer, All shotcrete wiihin such limits sholl be ploced in one
continuous operotion. Preporotion ond plocement sholl be os specified in ACI 506.2,
unless otherwise soecifi ed,
Before shotcrete is ploced, reinforcemeni ond embedments sholl be rigidly secured in
proper position. All dirt, mud, woter, ice, snow qnd debris sholl be removed from the
spoce to be occupied by shotcrete. All surfoces encrusted with dried shotcrete ond
concrete from previous plocement operotlons sholl be cleoned. The entire instollotion
sholl be occeptoble to the Engineer.
Bonding to hordened shotcrete. Ihe surfoce of hqrdened shotcrete, upon which fresh
shotcrete is ploced, sholl be rough, cleon, sound ond domp. the hordened surfoce
shqll be cleoned of oll loiionce ond foreign substoncet woshed with cleon woter, ond
wetted thoroughly preceding plocement of fresh shotcrete,
Plocing shotcrete.l. Porticulor cqre sholl be token during plocement of shotcrete to mointoin o uniform
sproy disionce from the surfoce ond to keep the nozzle os neorly perpendiculor to
the opplicotion surfoce qs possible.
2. Ihe sholcrete shqll be opplied to cleoned surfoces which hqve been prepored os
specified, ond shqll be compoct with no sond pockets.
3. Shotcrete sholl be gunned behind, oround ond over the reinforcing to build up o
monolithic cooting, fllllng oll oreos os required.4, At the edge of ony section where the operotions ore tempororily suspended. the
shotcrete sholl be broughi to o topered edge, with the toper extending bock for
not less thon l2 inches.
5. Prior to plocing the odjoceni section. the surfoce of the topered edge sholl be
cleoned by scroping ond blowing owoy oll rebound, ond woshing down with ok
qnd wqter blosi. No squore joints will be permitted,
6. As the operotlon progresses, oll rebound sholl be kept out of the work. lf ihe
rebound does not foll cleor of the work, it sholl be removed by proper methods,
No shotcrete sholl be ploced over rebound ond in cose of such condition orlsing,
oA 0210 03360 - 5
the Controctor shqll remove, oi his own expense, ony shotcrete so ploced. All
rebound removed shqll be discorded ond sholl not be included in botches.7. Shotcreting sholl be ceosed immediotely if excesslve oggregote rebound ond
cement loss occur. Shotcrete sholl not be ploced during odverse weother
conditions which moy result in excessive moisture loss.
8, Thickness Controlo. Shotcrete thickness sholl be controlled by the use of verticol ond horlzontol
shooting wires, Shooting wires sholl be Instolled under tension ond spoced no
more thqn 3 feet oport io estoblish uniform ond conect shotcrete thicknesses.
Wires of l8 to 20 goge high tensile strength steel sholl be used. Shooting wires
sholl be removed qfter shotcreie plocement ond sholl not be embedded in
the shotcrete surfoce. Shootlng wlres sholl scribe the contour of the wqll from
lop to bottom.
b. Prior to plocement of shotcrete, the Controctor sholl submit detqils of thickness
control procedures ond olds to the Engineer for review. During oppllcotion of
shotcrete coots, the Coniroctor sholl demonstrote the effectivenes of his
control procedures,
E. Cold Weother Shotcreling.L Shotcrete shqll not be ploced in cold weother when the qmbient temperoture is
below 40 degrees F ond folling, ond when ihe shotcrete ls likely to be subjected to
freezing iemperotures before golning sufficient strength to ovold domoge.
Moleriols moy be heqted in order thot the temperoture of the shotcrete, when
deposited, sholl be not less thon 50 degrees F or more thon 8O degrees F. The
temperoture of the shotcrete sholl be mqintoined in occordonce with ACI 301 ond
the recommendotions of ACI 306R. Shotcrete sholl be protecied in occordonce
with the recommendotions of ACI 306R.
F. Hot Weother Shotcreting.L Hot weother shotcretlng sholl be ln qccordonce with the requirements of ACI 301
ond the recommendotlons of ACI 3O5R. During periods of extremely hot weother,
the plocement schedule sholl be ononged In o monner occeptoble to the
Engineer ond sholl provide time for the temperofure of the previously ploced coot
to begin decreosing. Ihe oggregote ond mlxlng woter sholl be cooled,
G, Low Humidity Shotcreting.l Surfoces exposed to drying wind sholl be woier cured continuously from the time
the shotcrete hqs token iniliol set. Plocement of shotcrete during periods of low
humidlty sholl be in occordonce with the requirements of ACI 301 ond the
recommendotlons of ACI 305R,
3.02 FINISHING
A. Shotcrete sholl hove o noturol gun finish unles otherwise specified.
B. Provide one of the following finol surfoce finlshes. See Architecturol drowings for
specific locotions of multiple fnishes.l. Broomed
2. Flooted
3. Troweled4. Sponge Flooted
5. Flosh Flnlsh
C. Avold troweling of thin sections of shotcrete unless both troweling ond commencemeni
of moisture curing toke ploce within o relotively short period ofter plqcement of
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shotcrete.
D. Do not scrope or cut to remove high spots uniil the shotcrete hos become stiff enough
to withstond pull of the cutting edge.
3.0:) JOTNIS
A. Construction Joints. Provide construction Jolnts os shown on drowings, or if not shown on
drowings, locote so os not to impoir strength ond oppeoronces of the struciure os
occeptoble to the Engineer. Joints sholl be perpendiculor to the moin reinforcing. All
reinforcing sholl continue ocross construction joints. See ACI 306.2.
B. Control Joints. Instoll in occordonce with the controct documents. Do not continue
reinforcing or other embedded metol items through conirol joints,
3.04 CURING AND PROTECTION
A. Provide initiol ond finol curing occording to ACI 306.2,
B. Curing compounds ond oppllcotion. On noiurol gun or flosh finishes, use twice the
nornol opplicotion rote recommended by lhe monufocturer, or 100 squore feet per
gollon. whichever is less. Do not use curing compounds on ony surfoces ogqlnst which
odditionol shotcrete or other cementitious finish moteriols ore io be bonded unless
podtive meosures such os sond blosting ore token to remove curing compounds
completely prior to the opplicolion of such qdditionol moteriols.
C. Noturol curing will not be ollowed.
3.05 REPAIR OF SURFACE DEFECTS
A. A cleorly defined pottern of continuous horizontol or verticol ridges or depressions of the
reinforcing elementg ofter they ore covered, will be on indicotion of insufficient cover
or poor opplicotion ond proboble volds. In thls cose, the opplicotion of shotcrete sholl
be immediotely suspended ond the work corefully inspected by the Engineer.
Conective meqsures, if ony, sholl be implemented ond completed prior fo resuming the. shoicretingoperotlons.
Ihe shotcreting procedure moy be corected by odjusting the nozzte distonce ond
orientotion perpendiculor to the surfoce or woter contenl of the shotcrete mix. All over
sproy sholl be removed from the surfoce. The shotcreted surfoce sholl be broomed ond
roughened if needed to ensure proper bond.
See ACI 506.2 for repoir requirements.
Repok core holes in occordonce with Chopier 9 of ACI 301 . Do not fill core holes with
sholcrete.
END OF SECTION
B.
oA02l0 033@- 7
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1.04
A.
B.
sEcTloN 03364
STAINED CONCRETE FINISH
PART I - GENERAL
I.OI SUMMARY
A. Secfion Includes:l. Acidic sloin finish on exterior concrele slobs ond sidewr:,ks.2. Curing concrele slobs fo receive slqined finish.3. Seoler for stoined concrele slobs.
B. Reloled Seclions:l. Concrete Mqteriqls, Mixing, Plocemenl ond Curing: Secfion 02151 Concrele
1.O2
Poving.
SUBMITTALS
Submittols For Review: Submit the following in occordonce with Section 01330 Submittol
Procedures.l. Producl Doto: Submil cololog dolo for oll moleriols specified under lhis seclion.
Include Monufocturer's opplicolion instruclions.2. Somples: Submit somples illustroting full ronge of concrete color for selection by
r.03
A.
Architect.
QUALITY ASSURANCE
Mock-Up: Apply sfoin, seoler lo minimum ten foof by len foot ponel inslolled under
Section 02751. llluslrote scored ond stoined concrele ond specified lexfure ond finish ot
locolion os direcled by Archilect.l. Accepted Mock-up: Slondord for rest of work.
DELIVERY, STORAGE AND HANDLING
Generol: Comply with Section 01600.
\
Delivery: Deliver moteriols required in unbroken pockoges beoring lhe brond ond nome
of monufocfurer. Order moleriols sulficienlly in odvqnce lo be on the job when needed
ond deliver qf the buikling in sufficienl quontilies so the work will nol be deloyed.
I.O5 PROJECTCONDITIONS
A. Exisfing Condiiions: Surfoces to which finish is lo be opplied sholl be dry ond cleon.
I.06 SCHEDULING
A. Schedule opplicofion of stoin lo occur o minimum of 30 colendor doys ofter plocemenl
of concrete to receive stoin.
B. All slobs indicofed lo hove motching finish sholl be stoined wiren lhe concrele is lhe
some oge.
oA 0210 03364-l
PART 2 - PRODUCTS
2.O1 MANUFACTURERS
A. Acceploble Monufocturers ond Products:
1. L. M. Scofield Compony, 800/80G9900, www.scofield.com - Lilhochrome
Chemsfoin.2. Increte Syslems of Denver, Denver, Colorodo, 3031702-9930, www.increte.com -
Sioin-Crele.
3. Kemiko, Porllond, Oregon, 5O3129G7755, www.kemikosloin.com - Kemiko Slone
Tone Concrele Stoin.4. QC Construction Producls, Modero, Colifornio, SOO/453-8213, www.qcconprod.com
- QC Potino Stoin.
5. Accepted substifute in occordonce wilh Secfion 01600.
2.O2 MATERIALS
A. Stoin: Scofield Lithochrome Chemstoin or occepted subslifule.
l. Colors os seleclerJ by Architecf.
B. Seoler: One of lhe following qs selecled by Archilect.
l. Scofield Cemenlone Cleor Seoler.2. Scofield Cureseol.3. Scofield Colorcure Concrele Seoler.4. Accepied subslitufe in occordonce with Section 01600.
C. Joinl Seolonts for Use with Sloined Concrele: Compotit)le, multi-componenf
polyurelhone lroffic seolonf os recommended by sloin monifocfurer ond selecled by
Archiiecf.L ScofieldLilhoseolTrofficolk-3G.2. Accepled substifule in occordonce with Section 0160O.
3. Colors os selecled by Architect.
PART 3 - EXECUTION
3.OI EXAMINATION
A. Verificoiion of Condilions: Exomine surfoces scheduled lo receive floor treolmenf for
condilions lhot will odversely offect execulion, permonence or quolity of work qnd which
connol be put info on qcceploble condilion through preporolory work os included
under Preporoiion.
L Exomine concrele subsfrole to verify surfoce is cleon, unstoined, qnd free from
foreign moferiols.2- Verify concrete hqs cured minimum 30 colendor doys before opplicolion of sloin.
3. Report unsotisfoclory condiiions lo Generol Conlrocior with copy lo Archilect.
B. Accepfonce:l. Do nol proceed wilh opplicotion until defecls hove been conected ond specified
preporofion work hos been compleled.
2. Beginning of inslollofion meons qcceplonce of exisling substrole.
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oA 0210 03364-2
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I 3.02 PREPARATION
I A. Cleoning Exposed Concrete: lmmediolely prior lo chemicolly sfoining, thoroughly cleon
r concrete surfqce. Remove oll surfoce confominonis.
I l. Sweep, lhen power wosh or scrub using o rofory floor mqchine.
' 2. Use high quolity commerciol deiergenl ond woler only. Do not use solvenl cleoners
I 3. Fln?5'3i,.'.eoning.r
BC. Profeclion:
I L Domoge lo Work of Olhers: Be responsible for ony donroge done to lhe work of
I olher irodes, repoiring some lo lhe solisfoction of ihe Archiiecl. Reploce ony
moleriols domoged lo such on exlenl lhot they connot be resfored to lheir originol
condition.
r 3.03 AppLlcATloN
I A. Stoin: Apply in occordonce with Monufoclurer's inslruclions ond lo moich occepledI somple ponels. Consulf wilh Archilecl prior to opplicotion ond modify opplicofion
procedures os direcled.
I l. Sproy opply ond ;crub in by brush os soon os moleriol touches lhe concreie.
f 2. Apply to o 3 to 4 squore fool oreo using o circulor or figure I mofion, lhoroughly ond
uniformly soluroling surfoce. Avoid excessive overlop between oreos.
I 3. Allow treofed oreos lo dry ond opply 2lo 3 odditionol coois unlil desired depth of
I color is obloined.r 4. Avoid sploshing, dripping or puddling stoining solution.
I 3.04 cLEAN uPIA. Cleoning: Afler finol opplicotion, wef scrub fo remove residrre ond flush cleon. Allow
I surfoce fo dry thoroughly.
I B. Finol Cleon-Up: Al ihe complelion of work, remove oll surplus moferiols ond rubbish.
r Cleon off oll sloins ond leove the premises in cleon condilion.
Ir 3.os sEALTNG AND coATrNG
I A. Seoling: As soon os sfoining opplicotion is complete ond surfoce hos been cleoned ondI dried opply specified seoler in occordonce with Monufocturer's recommendolions.
I B. Joint Seolonls: Insfoll specified seoloni in occordonce wilh Monufocfurer's
I recommendqlions onrl opplicoble provisions of Secfion 07920.
END OF SECTIONI
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I sEcTtoN 03414
I STRUCTURAT PRECAST CONCRETE
I PAR| I GENEML
I I.OI RELAIED DOCUMENTS:
I A. Drowings ond generol provisions of Controct, including Generol ond Supplementory
Conditions ond Dtuislon-l Specificotion Sectlons, opply to work of this section.
I r.o2 DEscRrPnoN oF woRK:I A. Work under this section conslsts of furnishlng everything necessory for, ond incidentol to,
I the execution ond completion of oll structurol precost concrete work, os shown on the
I drowings ond specified herein.
B. Precost structurol concrete work includes, but is not limited to, design, fobricotion,
I tronsportotion, erection, shoring ond grouting of oll slructurol precost concrete
I members including, but not limited to:L Double Tees
- 2. Single Tees
I 3. Beqmsa 4. Beom Soffits5. Joists
l| 6. Jolst Heoders
I 7. Columns8. Hollow Core Unitsr 9. Woll Units
I C. Work includes moteriqls, fobricotion. qnd instollqfion of oll connecting ond supportlng
hordwore ond oll other moterlql ond equlpment reloted to the work described obove.
I D. Reloted Work Specified Elsewhere:r 1. Cost in ploce Concrete Work, Including Forming,2, Architecturol PrecostConcrete.
I 3. Exterior CIP Concrete,ll 4, Post-Tensioning Work.
- E. Work Furnished But Not lnstolledI ' il:ff:i$:ffi',',|ff.?:."11,i. ffhlil,Tlf:,i'iff]fct.n or support or precost
o, Closure ponels between tee stems
I b. Precost Closure Ponels
I l.o3 coDEs AND SIANDARDS: All codes ond slondqrds qre lotest edifion unless noled otherwise.
I A. "Building Code Requirements for Reinforced Concrete',, ACI 318Ir B. "Specificotions for Structurol Concrete Buildings". ACI 301
I C. "Monuol for Quolity Control for Plonts ond Production of Prestressed Concrete Products,"
I PCI Monuol MNL I 16
D. "Reinforclng Steel Weldlng Code," AWS Dl.4-79 ond'Structurol Welding Code,- AWSr Dl.l
r E. Concrete Reinforcing Sleel Institute - "Monuol of Stqndqrd Proctice"
r F. Governing Building Code, governing sofety code(s) ond locol regulotions.
Ir oAo2lo 03414- I
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I.O4 FABRICAIOR QUALIFICAIIONS:
Minlmum of five yeors successful experience in structurol precost concrete work slmllor
to the work required for this proJect. Fobrlcotor musi hove sufficlent copocity io
produce requlred unlts wlthout couslng deloy in the work,
Producer-member of Prestressed.Concrete Instifute @Cl) ond/or porticipote in its Plont
Certificqtion Progrom. Furnish evidence of membership ond/or porticipotion.
PCI Design Stondord: Comply with recommendotions of PCI MNL-I20 "PCl Design
Hondbook-Precost ond Prestressed Concreten opplicoble to iypes of sfructurol precost
concrete unils indicoted.
PCI Quolity-Control Stondord: Comply with requiremenis of PCI MNL-I 16 "Monuol for
Quolity Control for Plonis ond Production of Precosi qnd Prestressed Concrete
Products," including monufocturing ond testing procedures, quolity-control
recommendotions, ond comber ond dimensionol toleronces for types of units requhed.
I.O5 INSTAL1ER QUALIFICATIONS:
A. Engoge on experienced Instoller who hos completed structurol precost concrete work
similor in moieriol ond extent to thoi indiccrted for this Project ond with q record of
successful in-service performonce.
I.06 WELDER QUALIFICATIONS:
A. Welding sholl be done by certified welders quolifled occordlng to AWS D.l.l
1.07 QuAUwcoNTRoL:
A. Quollty control of strucfurol precost concrete work is the responsibility of the precost
controctor, including responsibility for workmonship ond moteriols furnished by
controctor's subcontroctors ond suppliers
B. Owner's Testing Agency sholl hove occess to the monufocfuring plont ot oll times
during monufocture of precost members. Monufocfurer sholl provide costing
schedules when requested,
C. lnspections ond tests performed by the Owner will not relieve Controctor of his
responsibility to proMde mqterlols ond workmonship in complionce with specified
regulrements,
I.O8 OUATITY ASSURANCE:
A. The Owner will engoge o quolified Testing Agency to inspect precost concrete work
ond to perform tests ond prepore test reports. Ihe Testing Agency sholl comply with
ASTM E329-77 ond shqll furnlsh wrltten certificotion of compllonce, including the nqme
of the registered Engineer responslble for monogement of the AgencyL the Testing Agency occess to work, focilities ond incidentol lobor required for
testing ond inspection.
2. Visuolly Inspect oll connections to determine conformonce with requirements of
opproved shop drqwings.
B. See Division l, "lnspeclion ond Testing Services'.
I.O9 DESIGN:
A. Contrqctor ls responsible for design of precost members, beorings, oitochments
embedments ond connections of precost members.
c.
D.
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A Professionol Engineer, registered in the Stote where project is to be built, retoined by
Controcior, sholl prepore detoiled design colculotions ond supervise preporolion of
shop drowings.
Design units for loods indicoted on drowings plus hondling ond erection loods os
determined by Controcior.
Conform to design requirements on drowings ond in speciflcotions including referenced
requirements.
I . Moximum concrete tension stress in prestressed tensile zone sholl be limited to six
times the squore root of fc.2. Design conneclions ond supports for precost members to occommodote I l5% of
forces colculoted from design loodings or, if more siringeni, governing building
code requirements.
E. Fire Roting: Provide 2 hour fire resistonce rofing on oll precost units. Further, provide
certificotion letter ceriifying some including method of documenting or confirmotion,
ie, cqlculotions, fire test or oppropriote reference to UL "Fire Resistonce Directory".
Certificotion letter sholl be signed by Professionol Englneer responsible for design of oll
orecost units.
I.IO SUBMIIIATS:
A. Product Doto: Monufocturers specificotions ond instructions for monufoctured
moteriols ond producis. Include monufocturers certificoiions ond loborotory test
reports.
B. Concrete Mix Designs: Per Division 3, Concrete Work.
C. Shop Drowings: Submii shop drowings ond plocing plons for oll precost concrete
members.
L lndicote dimensioned locqtions of members ond cross section dimensions, size ond
locotion of reinforcing steel, prestresing stronds. Include speciol reinforcement
ond lifting devices for hondling ond erection. Include detoiled description ond
locotion of devices furnished or utilized to support formwork for cost-in-ploce slobs.
Detqil inserts, connections ond joints, including occessories. Include type, size ond
locotlon of formwork ond/or temporory shoring. Include grouiing requirements,o. lndicoie member identificotion morks on shop drowings qnd on eoch
fobricoted member.b. Provide locotions ond detoils of onchoroge devices to be embedded in other
construction. Furnish templotes, lf required, for occurote plocement. Include
speciql plqcement procedures, sequences, toleronce requirements for other
work.
c. Individuol member detoils ond plocing plons sholl beor the seol of the
Professionol Engineer responsible for the design of precost units,d. Refer to "Concrete Work", Division 3, for design requirements for formwork,
shoring ond reshoring.
e. Eoch individuol memberdetoilshqll listdesign liveond deod speciol loods,
onticipoted combers, short ond long term deflections, efc. Plocing plons sholl
include tqbulqfions of slmilor lood informotion for eoch member shown on thoi
plocing plon.
f. Submit ONE (l ) SEPIA AND FIVE (5) PRINTS of eoch shop drowing ot leost 4
weeks prior to costing ond precost members on the shop drowings. Only the
ONE (l) SEPIA will be morked ond returned by the tuchiiect/Structurol
Engineer. Reproduclble coples of controct documents sholl not be used os
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oA 02r0 034r4 - 3
shop drowings. Shop drowlngs sholl be revlewed by Controctor prior lo
submission. Drowings shqll beor Controctor's opprovol stomp occepting
responsibility for coordinotion of dimenslons shown ln the contrqct documents,
quqntities ond coordinqtion with other trodes. Drowings not beorlng
Confrqctor's stomp moy be reJected of the discretion of the fuchiiect or
Struciurol Engineer, Allow l4 colendor doys in the Strucfurol Engineers office
for review of shop drowlngs.
D, Colculotions: Submit representotive detoiled design colculotlons for eqch type qnd size
of precost member ond connections. Computer colculotions will not be occepted
unless occomponied by sufficieni descripfive documentotion thot will estoblish ond
verify design methods, procedures, etc. Colculotions shqll include loodings ond spong
onticipoted combers, deflectlons - short term ond long term, Upon request, submit
colculotions for oll members ond connectlons.l. Colculotions sholl beor the seol of the Professlonol Englneer responsible for ihe
design.
E. Test Reports: Monufocfurer sholl moko records of concrete cylinder teste mill tests of
mild steel reinforcing ond prestressing steel, ond reloted concrete product informotion
ovoiloble to the Architect/Engineer ond Controctor upon reques'|.
PARI2 PRODUCft;
2.OI ACCEPTABLE MANUFACTURERS:
A. Structurol precost concrete sholl be monufoctured ond erected under o single
controct responsibility.
2.O2 MATERIAUi
A. Generol: ConformtorequirementsofACl 3lSqndopplicobleASTMspecificofions. See
generol notes on strucfurol drowlngs for oddlflonol requlrements.
B. Formwork: Provide forms ond, where required. form focing moteriols of metol. plostic,
wood, or other occeptoble mqteriol thot ls nonreoctive with concreie ond will produce
required finish surfoces
C. ReinforcingMoteriqls:L Reinforcing Bors: ASTM 14615, Grqde 60, unless noted otherwise,2. Steel Wire: I\STM 482 ploin, cold drown steel,3. Welded Wire Fqbric: ASTM A185.4. Welded Deformed Steel Wlre Fobrlc: ASTM M97.5. Prestressing Tendons: Uncooted 7-wire stress relieved strond complying wiih ASTM
A4t6,
6, Supports for Reinforcement: Provide supports for reinforcement, including bolsters,
choirs, spocers ond other devices for spocing, supportlng ond fostening
reinforcing. compl/ng wlth CRSI recommendqtlons. Use CRSI Closs I or Closs 2,
D. Concrete Moieriols: See Concrete Work, Divislon 3, Minimum concrete strengths ore
shown on the drowings,
E. Connecfion Moterlol: Steel plotes, shopes, ASTM 436. Provide clips, hongers ond other
moteriol required for instollotlon of members qnd for support of subsequent
construction, formwork or flnlshes.'1. Finish. Golvonized perASTM 4153, exceptmoieriolcomplefelysunounded by
concrete moy be unfinished.
F. Heoded Anchor Sfuds ond Deformed Bor Anchors: Conform to AWS Dl.l.
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G. Anchor Bolts: ASTM 4307, regulor hexogon nuts ond corbon steel woshers.
2.03 BEARING PADS:
A. Provide beoring pods for precost concrete units os follows:l. Elostomeric Pods: AASHTO M 251, ploin, vulconized, 100 perceni polychloroprene
(neoprene) elostomer, molded to size or cut from o molded sheef, 5O to 70 shore A
durometer. minimum tensile strength 2250 psl (15.5 MPo) per ASTM D 412.2. Hordboord; AHA A135.4, Closs l, tempered hordboord strips, smooth on both
sides.3. High-Denslty Plostic: Multlmonomer, nonleoching, plostic strip.
2.M FABRICAIION:
A. Accurotely construct forms, mortor-tighi, of sufficient strength to withstond presures
due to concrete plocing, iemperofure chonges ond when prestressed, pretensloning
qnd detensioning operotions, Mointqin formwork to provlde precost concrete units of
shopes, lines. qnd dimensions indlcoted, withln fobricotlon toleronces specified.l. Unless forms for plont-monufoctured prestressed concrete units ore stripped prior to
detensloning, deslgn forms so stresses ore not induced in precost units due to
deformotion of concrete under prestress or to movement due to detensioning.2. Coot surfoces of forms with bond-breoking compound before reinforcing ond
embedded items ore ploced. Provide commerciol form-cooting compounds thot
will not bond with, stoin, or odversely offect concrete surfqces, ond will not impoir
bond or odhesion of subsequent treotments. Apply in compliqnce with
monufocturer's instructions.
B, Toleronces: Unless otherwise indicoted, oll precost units sholl be monufocfured to the
following toleronces:L Length of Columns ond Height of Woll Units: I /8" per l0 feet of length but noi to
exceed +318" or -1 12",2, Length of Horizontol Froming Members: +l- 1 18 per l0feeiof length, but notlo
exceed + 1" or -3/4'.
3. Cros-Sectionol Dimenslons: Dlmenslons greoter thon 24',: +l- 1/2,,4, Dimensions greoter thon 12". but not greoter thon24,: +l- 318:,,5. Dimenslons not greoterthon l2': +l-'114".6. Horlzontol Allgnment (Sweep): 114" per l0 feet of length, but not to exceed I /2'.7, End Squoreness: +/- l/2'8. ElevotionofCorbelsond Beoring Ledges: +l-114'9. Locotions of Holes ond Blockouts: +/- lu fiom centerline locotion shown on
opproved shop drowings.
10. Size of Holes qnd Blockoutsi +314,,, -112''
I l. Locotion of Anchors, Inserts qnd Embedments: +/-1" from centerline locotion
shown on opproved shop drowlngs.
12. Locqtion of Beorlng Ploies: +/- l/8" from centerline locotion shown on opproved
shop drowings.
13, Flushness CIpping) of Embedded Plotes: +/- l/8"
14. Comber Deviotion from Design Colculotions: l/8" per l0 feet of length.
C. Hollow-Core Slob Unlts: Precost, prestresed concrete units with open, hollow cores
runnlng the tull length of the slob units.l. Furnish units free of voids or honeycombs.2. Provide stondord finish to precost uniis.3. Relnforce unlts to reslsl tronsportotlon, erection slresses ond finol design loods.4. Include costin weld plotes where required.
oA0210 03414 - 5
D.
E.
5. Coordinote with other trodes for instollqtion of cost-in iiems.
6. Provide solid, monolithic, precost concrete slob unlts forming on Integrol port of the
hollow-core slob unit system os determined by the Precost Controctor. De$gn ond
fobricote solid uniis to dimensions ond detqils os required for hollow-core slob units.7. Provide heoders of cost-in-ploce concrete or struclurol steel shopes for openings
lorger thon one slob width occording to hollow-core slob unit fobricotor's
recommendofions.
Long-spon Units: Plont-fobricoted, precost, prestressed double tee concrete long-spon
units,L Furnish units free of voids or honeycombs,
2. Provide stondqrd finish to precost units, unless otherwise indicoted.o. Where designed os composlte members, broom or roke top finish of precost
concrete units for bondlng wlth concrete floortopplng, Mlnimum omplitude,
1 14',.b, Where used os roof memberg provide smooth. floot top finish to precost
concrete units,
Additionol Fobricotion Requirements:l. Cleon reinforcement of loose rust ond mill scole, eqrth qnd other moteriols which
reduce bond with concrete.2. Accurotely position, support ond secure reinforcing ogoinst displocement by
formwork, consiruction, or concrete plocement operotions. Locqte ond support
reinforcing by metol choirt runners, bolsters, spocers ond hongers, os required. Set
wire ties so ends qre directed into concrete, not toword exposed concrete
surfoces.3. Ploce reinforcing to obtoln specifred coveroge of concrete.4. Pretension fendons for prestressed concrete by single strond tensioning method or
multiple.sirond iensioning method. Complywith PCI MNL-I l6 requirements.5. Ploce concrete in q continuous operotion to prevent formotion or seoms or plones
of weoknes in precost unit$ complying with requkements of ACI 3o4.6. Thoroughly consolidote ploced concrete by internol ond externol vibrolion wiihout
dislocotion or domoge to reinforcement qnd built-in items.7. ldentificqtion: Provide permonent morkings io identify member, pick-up points qnd
orlentoflon in strucfure. use morklngs Indlcoted on flnol shop drowlngs. lmprint
dote of costing on eoch precost unlt on o surfoce which will not show in finished
strucfure.8. Curing by low-pressure steom, by steom vopor, by rodiont heot ond moisture, or
other similor process. moy be employed.9. Deloy detensioning of presfressed units until concrete hos ottoined crt leost 75% of
design strength, os estoblished by test cylinders.
10. lf concrete hos been heot-cured, perform detensioning while concrete is still worm
qnd moist,
I l. Detenslon tendons by groduol roleqse of tensioning Jqcks or by heot cutting
tendons, using o sequence ond potfern to prevent shock or unbolonced looding.
F. Stondord Flnlshes: Unles otherwlse Indlcqted, finish precost elements os follows:
'l . Underside: Finish resulting from costing ogoinst opproved forms using good industry
proctice in cleoning of forms, design of concrete mix plocing ond curing. Smoll
surfoce holes coused by oir bubbles, normql form joints, morks, ond minor chips
ond spolls will be toleroted. No mojor or unsightly imperfections, honeycombing, or
structurql defects will be permitted.
2. Top: Finish produced by vlbrotlng screed ond odditlonol hond finishing ot
projections. Normol color voriotions, minor indentotions due to required covering,
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ond minor chips ond spolls will be permitted. No mojor imperfections,
honeycombing or structurol defects will be permitted.
3. Ends of Prestress Elements Exposed to View: Stronds to be recessed 3/4" minimum
ond ends of members sholl receive socked finish.
Pofching: Minor potching in the plont is occeptoble providing the structurol odequocy
ond oppeoronce is not impolred. Cosmetic potching of exposed members will be
ollowed only ofler the Architect/Engineer's opprovol of methods ond workmen to be
used. All potching shall be done by monufocturer.
Openings: Provide sleeves or blockouts for oll openings 8n ond lorger shown on
drowings. Include opening requhements shown on Architecturol, M.E.P. qnd on precost
shop drowings, Openings in flonges of tee or hollowcore units smoller thon 8" moy be
core drilled or sowcut. In stems of tees or hollowcore units, or in other structurol
members, openings sholl be cosi in plont,
Furnish ond instqll loose moteriol for erection of precost elements qnd for connections
from precost elements to precost, cost-in-plqce concrete or structurol steel.
Grout: Nonshrink grout os follows:
'| , Nonmetollic, Nonshrink Grout: Premixed, nonmetollic, noncorrosive, nonstoining
grout confoining selected silico sonds, portlond cement, shrinkoge-compensoting
ogenis, plosticizing ond woter-reducing ogents, complying with ASTM C I107, with
fluid consisiency ond o 3Gminuie working time.2, Epoxy Grout: ASTM C 881. 2-component epoxy resin, of type, grode, ond closs to
suit requirements.3. Portlond Cement Grout: Mixture conslsting of Portlond Cement ond sond
proportioned to ochieve o 28-doy compresive strength of 4000 psi.
Dovetoil Anchors: Provide continuous dovetoil slots with filler strips cosi into precost
elements os required for connection of odjocent mcrsonry construction. Dovetoil slots
prefobricoted of 24 gouge golvonized sieel, unles otherwise noted, ond sholl
occommodote l" dovetoil mosonry onchors instolled by others.
Closure Ponels: Provide 2" thlck reinforced precost concrete closure pqnels to close off
spoce between tee stems where indicoted on the drowings. Furnish for instollotion by
t.
PART 3 EXECUIION
3.OI DELIVERY, STORAGE AND HANDTING
A. Deliver onchoroge items which ore to be built into other construction before stort of
such work olong with setting diogroms, templotes, instructions ond directions for
instollotion.
B. Deliver precost concrete units in such quontities ond of such tlmes to osure continuiiy
of instollotion. Store ond hondle to prevent crocking, distortion, stoining, spolling, or
other physicol domoge, with morkings visible. Lifi qnd support uniis ot designoted lift
poinfs only.
C. INSPECTION: Prior to storf of erection, check ollgnment qnd elevofion of previous
construction of points of support or ottochment of precost work. lf extent of deviotion
of such work from occeptoble locotlons will not permit Controcior to instoll precqst
elements in complionce wlth this specificoiion, Controctor sholl immediotely notify
fuchitect/Engineer ond sholl not proceed with erection uniil conectlve meosures
(opproved by Architect/Engineer) hqve been ogreed upon. Should Controctor foil to
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comply with this requlrement, ony corrective work requhed to comply with this
specificotion sholl be borne by Erecior.
D, ERECTION
L Erector Quollficotions: Normolly engoged in the erection of this type of moteriol,
ond subject to the opprovol of Archltect/Englneer ond Owner.
Hoisting: Lift members using sultoble llfting devlces ot points provided by
monufocturer, Shore ond broce per monufocture/s opproved erection plons.
Alignment; Align ond level members os requlred by shop drowings ond within
toleronces. Conect voriotions between odjocent members by Jocklng, looding, or
ony other feosible meihod recommended by monufocturer ond occeptoble to
fuchitect/Engineer. Posifion members so cumulotive dimensionol enors do not
occur.
Welding: Welding by certified welding operotors only. Comply with AWS Dl.l ond
AWS Dl.4. Protect oll units from domoge by fleld welding. Protect exposed units
from stqins ond weld spotfer,
Repoir: Units moy be. repoked provlding domoge does noi impolr the structurol
odequocy or qppeoronce of member, Cosmetic potching ollowed only ofter
Architect's occeptonce of moteriols, methods. ond workmen to be used.
Erection Toleronces; Instoll precost units level, plumb, squore, ond true, without
exceeding the recommended erection toleronces of PCI MNL-I27 "
Recommended Prqctice for Erectlon of Precost Concrete."
Shore ond broce precost concrete units to molntoin locotion, stobllity, ond
olignment until permonent connections ore instolled.
Grouting Connections ond Joints: After precost concrete units hove been ploced
ond secured, grout open spoces of keywoys, connections. ond joinls os follows:
cr. Grout Type: Epory grout.
b. ProMde forms or other occeptoble method to retoin grout in ploce until hord
enough to support itself, Pock spoces with stiff grout mqteriol, tomping unlil
volds qre completely filled. Ploce grout to finish smooth, plumb, ond level wlih
odjocent concrete surfoces, Keep grouted Joints domp for not less thon 24
hours ofter Inlflol set. Promptly remove grout moteriol from exposed surfqces
before it hordens.
Cleoning: Cleon exposed surfoces of precost concrete units ofter erection to
remove weld morks, other morkings, dirt, ond stoins,o, Wqsh qnd rinse occording to precost concrete fqbricoior's recommendotions,
Protect other work from stoining or domoge due to cleoning operoiions.b. Do not use cleoning moterlols or processes thot could chonge the
oppeoronce of exposed concrete finishes or exlstlng constructlon,c. Cleon up ofter erection is the'responsibility of precost controctor,
Attochment of other work: Instoll inserts or onchors required for support of work of
other irqdes in o monner thot protects precost units from domoge. No drilling or
instqllqtion of power-driven fosteners permitted in precost/prestresed uniis wiihoui
prior occeptonce by precost monufocturer.
END OF SECTION
2.
3.
8.
4.
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6.
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oA02r0 03414 - I
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sEcTtoN 03541
T
GYPSUM UNDERLAYMENT
. PART- GENERAL
I l.or suMMARYI
A. Seclion Includes:
I l. Gypsum concrele floor lopping indicofed.
I B. Relqfed Sections:
I
l. Plywood Sheothing: Seciion 05100 Rough Corpentry.
r r.o2 suBMrrTALs
I A. Producl Dolo: Submil in occordonce with Section 01330.I
B. Quolity Assuronce Submillols:
I l. Monufocfurer's Inslrucfions: Submit in occordonce wiih Section 016@.I I.O3 QUALITY ASSURANCE
I A. Applicotor: Monufocturer froined ond opproved using monufocfurer opproved
equipment.
I r.o4 PRoJEcT coNDrTroNsI
A. Environmenlol Requirements: Mointoin building temperoture ol lemperofure obove 50.F
I before ond during instollolion ond unlil slruclure ond subfloor temperolures ore ..I stobilized. Provide continuous heof ond odequole ventilolion to ropidly remove moisiure
from oreo until deck moteriol is drv.
I PART2-PRODUCTS
I 2.Ol GYPSUM CONCRETE TOPPTNG
I A. Monufocturers:l. Moxxon Corp.
I 2. Approved Subslilule in qccordonce with Section 01600.
I B. Moteriols:
I l. System: Gyp-Crele Poured Gypsum 2@0 Floor Underloymenl,
I 2. Primer: Mqxxon Floor Primer.- 3. Gypsum Cemenl: Gyp-Crele 2000 Underloyment Compound.
- 4. Seoler: Moxxon Oversproy.
I 5. Sond: I /8 inch or Less woshed Mosonry, Morlor or Plosler Sond.rl 6. Wofer: Potoble ond Free from lmpurilies.
I C. Compressive Sirenglh: 2,500 psi.
I
I OA02l0 03541-l
II
PART 3 - EXECUTION
3.OI B(AMINATION
A. Verificolion of Conditions: Complywith Seclion0l60O:l. Loyouf: Verify loyout ol work before beginning inslollofion.2. Existing Condifions: Exomine subsfroie before beginning insfollolion to ensure lhqt it
is slruclurolly sound, vocuum cleoned, ond free of mud, oil, greose, curing
compounds ond olher contominonls.
3. Nolificolion: Nolify Generol Controctor of unsqlisfoctory condiiions in writing wifh
copy lo Archileci.
B. Acceplonce: Beginning of work meons occeplonce of exist;ng condifions by instoller.
3.02 PREPARATION
A. Preporolion: Cleon floors os necessqry.
B. Preporotion: Fill voids ond crocks in subfloor wifh quick setling drywoll potching moteriol.
C. Primer: Sproy one coot of primer wilh concrele or gorden sproyer over enfire surfoce
using one gollon per 400 squore feel.
3.03 INSTALLATION
A. Generol: Ploce gypsum concrete topping in occordonce wilh monufocfurer's
recommendotions. Ploce ofter inslollolion of drywoll.
B. Instollotion: Instoll topping, minimum I -l /2 inch lhickness, spreoding ond screeding to
smooth surfoce. Ploce os conlinuously os possible so no cemenl is ploced ogoinsl
cemenl fhof hos obfoined its initiol sef, excepl of opproved joints.
C. Seoler: Apply seoler to oll surfoces lo receive glue-down floor'coverings.
3.04 FIELD QUALITY CONTROL
A. Dryness: GypCrete will be considered dry if no condensotion occurs overnight under 24
inch x 24 inch section of plostic ioped of edges.
END OF SECTION
oA 0210
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03541-2
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II sEciloN 04230
REINFORCED MASONRY
T PARI I GENERA!
I r.0r RELATED DOCUMENTS:
I A. Drowings ond generol provlslons of controct, including generol ond supplementory
conditions ond Division-l specificotion sections, opply to work of this section.
I r.o2 DEscRrPnoN oF woRKIA. Furnish everything for, ond incideniol to, execution ond completion of oll reinforced
f mosonry required by the Conlroct Documents, including, but not limited to:
f l. Reinforced concrete unit mosonryr 2. Mosonry reinforcing ond onchoroge3. Mortor for relnforced mosonry
I 4. Build-in of items supplied by other trodesI 5. Grout for reinforced mosonry
B. Reloted Work Specified Elsewhere:l. Coulking of mosonry controlJoints2. Built-in door ond window fromes3. Covity woll insulotion4. Floshing5. Concrete
C. Work lnstolled But Furnished by Others:|. Build-in of items supplled by other trodes2. Anchor Bolts3. Wdd Plotes4. Beoring Plotes ond Pods5. Steel Lintels
I.O3 CODES AND STANDARDS
I A. Comply with the following os modified hereln. All references refer to the lotest edition
unless noted otherwise.
I l. "Specificotions for Mosonry Struclures", Americon Concrete Institute. ACI 530.1
I :*Lt fffi?ntqctor shollprovide ot leost one copy of ACt b30.1 with setected
ACI ond ASTM references, ovoiloble in the field office ot oll times,
I 2. Applicoble provisions of lhe stote ond locol building ond sofety codes.
I 3. Americon Society for Testing Moieriols, ASIM, iests os noted elsewhere.4. "Structurol Welding Code - Reinforclng Steel", Amerlcon Welding Society (AWS
D1.4).
f, 5. Uniform Building Code, UBC,6. Uniform Buildlng Code Stondords.
I r.04 auALrFrcATroNs
I A. Generol Controctor sholl provide of leost one copy of Americqn Concrete Institute, ACI
530.1 ovoiloble in the field office ot oll tlmes.
t B, Regulorly engoged in reinforced mosonry work of similqr type. Minimum of five (5) yeors
experience on projects of similor size ond complexity.
I oAo2ro
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04230 - I
I.O5 OUALITYCONTROT
A. Controctor is responsible for ond sholl control the quolity of oll moieflols qnd
workmonship. including workmonship ond moteriols furnished by subcontroctors ond
suppliers.
B. Include quolity control procedures, meons ond melhods, etc., thot will result in erected
mosonry work meeting requirements of these specificolions ond referenced codes ond
stondords.
c.lnspections ond tests performed by Owner do not relieve Controctor of his responslbility
to provide moteriols ond workmonship in complionce with specified requirements.
Correct work which does not conform to speclfled requhements In q monner, ond wlfh
moteriols, opproved by the Architect/Engineer.
E, Cost of extro work by the Architect/Engineer to qpprove corrective work sholl be poid
by the controctor.
F. Furnish Owner's Testing Agency with o complete set of shop drowings; full ond omple
meons ond ossistonce for testing qll moteriol; proper focilitles, including scoffolding,
temporory work plotform$ etc,, for lnspection of work in field; ond somples requested
for testing.
T.06 OUATITYASSURANCE
A. Owner will engqge o quolified Testing Agency, opproved by the Engineer of Record. to
perform inspeclions ond testing for conformonce wilh Controct Documents.l. Testing Agency sholl comply with ASTM 329 ond sholl turnish o certificqte of
complionce, slgned by the Profeslonol Englneer responslble for monogement of
the ogency. Ihe professlonol englneer sholl be registered in the stote where the
poect is locoted.
Testing Agency will:
o. Perform field Inspecflons ond tests noted herein in occordonce with
referenced stondords;
b, Re-inspect work correcfed by Controctorc, Interpret test results; Prepore ond issue reports covering eoch inspection ond
test. Specificolly indicote whether work complies with the Coniroct
Documents;d. lssue q certificqte, qt completlon of lnspection ond testing, stoting thot oll work
tested ond/or Inspected complled with the Controct Documents ond UBC
"Speciol Inspection Requirements". Specificolly identify ony work excluded
from certificotion,
Compresive Strength: Mlnimum ultimote compresive strengths of mosonry
ossemblies (fm) ore shown on the strucfurol drowings. Substqntlote strength In the
field by the following:
o. Unit Strength Method: Concrete mosonry unit strength $holl be determined in
occordonce wlth ASTM Cl40 ond sholl be bosed upon net cross-sectionol
oreo.
l) Grout strength sholl be determined in occordqnce with r'r^STM Cl0l9 for
eoch 5,000 squore feet of woll oreo.2) Mortor strength sholl be evoluoted in occordonce with,ASTM C780 for
eoch 5,0@ squore feet of woll oreo.
b. Prism Test Method: Determine compressive strength (fm) by ASTM Cl314.
Eoch Tesl" is the weroge of three prisms fiom fhe some "clqss of unif' tested ot
28 doys or ot test oge specllled for compllonce to fm. Eoch prism sholl consist
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of one joint.
l) Perform o minimum of one strength test for eoch "closs of unif' for eoch
5000 squore feet of woll oreo using the some mqteriol ond workmonship.
Comply with oll other oppllcoble provisions of the governing code
regording prism tests.2) Perform mortor ond grout tests on moteriols used to consfruct the first sef
of three prisms described obove. lf such tests foil to ochieve the required
strength, perform odditionol testing os required by ihe Structurol Engineer.c. Mosonry Prism Test Record: Compressive strength verificotion by mosonry prism
test records sholl meet the following:
l) A mosonry prism test record opproved by ihe building officiol of ot leost
30 mosonry prisms which were built ond tested in occordonce with UBC
Stondords 2l -l 7. Prlsms sholl hqve been constructed under the
observotion of on englneer or speclol inspector or on opproved ogency
ond shqll hqve been tested by on opproved ogency.
Mosonry prisms sholl be representotive of the corresponding construction.
The overoge compressive strength of the test record sholl eguol or
exceed l 33 fm4) A set of three mosonry prisms sholl be built during construction in
occordonce with UBC Stondqrd 21-17 tot eoch 5,000 squore feet of woll
oreo, but not les thqn one set of three prisms for the project.
Inspections specilied below ore not Intended to be continuous but ore intended to
ossure moteriols ond workmonshlp conforming to requirements of referenced
stondords ond these specificotions.
Inspection personnel shqll be experienced in mosonry construction ond
occeptoble to the building officiol.o. Observe preporotion of oll mosonry prisms ond preporotion of oll grout ond
mortor specimens.b. Verify protection of mosonry during cold weother (temperoture below 40
degrees F) or hot weother (temperoture obove l0O degrees F).c. For mosonry consiructed by groui pours 6'-0'in height or less, observe the
following:
l) Proportioning, mixlng, ond plocing of mortor ond grout.2) Plocement of mosonry units.3) Type, size qnd locotlon of reinforcing, ties, ond occessories.4) Size ond locotlon of reinforcing dowels from concrete.5) Size ond locqtlon of onchors ond occessories,d, For mosonry constructed by grout pours exceeding 6'-0" In height:l) Observe the following:
(o) Proportioning, mixing ond ploclng of mortor ond grout including
provision for removol of mortor flns ftom inside of cells to be grouted.
(b) Plocement of mosonry unlts Includlng size ond locotion of cleonout
openings.
(c) Type, size ond locotlon of joint reinforcing, ties ond occessorles.
(d) Size ond locotion of dowels ftom concrete.
(e) Size ond locotion of onchors ond qccessorles.
2) lmmediotely prior to lhe closing of cleonout openings for eoch section of
mosonry to be grouted, verify the followlng:
(o) All cells to be grouted sholl be free of obstructions (ncluding mortor
fins) which would Inhibit proper plocement ond consolidotion of
grout.
@) Bottom of oll cells to be grouted shqll be thoroughly cleoned of oll
oA 0210 or230 - 3
loose mortor qnd debris.
(c) Proper size, type ond plocement of oll reinforcement in cells to be
grouted includlng locotlon ond length of splices ond provisions for
mointoining proper position of reinforcing during grouting,
3) Observe grouting operotions to verify proper slump, consolidotion ond
reconsolidotion of grout, proper height of eoch grout lift, qnd elopsed
tlme between plocement of successMe llfts.
6. Doily reports of oll inspecflons qnd iests sholl be prepored ond distributed os
specmed hereln within 48 hours of ihe time of the Inspection or iest.
B, See Divlslon l, nlnspection ond Testing Services'.
t.07 suBMtTrArs
A, Shop Drowings Reinforcement:
l. Submit shop drowings os speclfied under Concrete Section, Division 3,2. Indicote bor sizes, spocing, locotions ond quontitles of relnforcing steel, bending
ond cuttlng schedules ond supportlng ond spocing devices.3. Provide I /8" (mlnimum) scole elevotions of oll beomg columns, wolls with
reinforcing shown.4. Shop drowlngs stroll sicrte whether reinforcing is confinuous from floor to floor or
whether li ls spllced for smoll grout pours.
o. Spllcas sholl not be locoted of mid-height of woll.5. Provide copy of opproved shop drqwlngs, prior to Instolling reinforcement, io
Owner's Testing Agency.
6. lndicote locotlons of oll openingc froming or speclol conditions offecting the work.
All drowings indicoting size ond locotion of woll openings required for mechonicol
ond electricol openings/penehotlons sholl be submitted to ond opproved by
Mechonicql qnd Electricol Controctor prior lo submittol to Structurol Engineer ond
fqbricqtion of moierlql.
Certificotes: Furnlsh monufocfurer's cerlificofion ond test results indicoting thot mosonry
units, occessorles ond other monufoctured products meet specified ASTM requkements
ond UBC Stqndords. Certificotion shqll stqte which ASTM test number or UBC Stondord
wos performed.
Produci Doto: Submit monufocturer's product doto for eoch type of mosonry unit,
occessory, ond other monufocfured products required.
Moteriol Test Reports: Submit informotion indicoting conformonce to minimum fm
requirements for eqch closs of unit ond type of mosonry ossembloge four weeks prior to
stort of construction. Unit strength, prism test method, or mosonry prism test record
methods ore occeptoble of Controctor's option. Prepore specimens ond test in
occordqnce wlth opplicoble code ond stondqrds clted hereln. Reports shqll stqte
whot ASTM test number wos performed.
Mqteriql Somples: Submit somples of concrete mqteriols, woll ties, embedded items
requested by the Architect.
Moteriol Certiflcotes: When requested, provide moteriol certiflcqtes, mill test reporls
ond moteriol loborotory test reporie otlesting thoi eoch mqteriql item complies with or
exceeds the specified requirements.
Mock-Ups ond Somple Ponels: Construct on-site in o locqtion which will remoin
undisturbed throughout constructlon ond wlll not obstruct construction oclivities.
Construct using moteriols ond methods proposed for thls Work io slzes ond shopes
6.
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indicqted on fuchltecturol drowlngs ond noted below. Architect will review for color,
texture ond flnlsh.
H. Fire Performonce Chorocterislics: Refer to Unit Mosonry Section.
PART 2 PRODUCTS
2.OI GENERAL:
A, Refer to Unit Mosonry Section for mosonry moteriqls not included in this secfion.
B. Morior ond Grout Moteriols:l Obtoin eoch type of exposed morior moteriol from one monufocturer for entire
project.
o. Portlond Cement: Conform to ASTM Cl50 Type l, except Type lll moy be used
for cold weother construction.
b, Hydroted Lime: Conform to ASTM C207 Type S.c. AggregotesforMortor: ConformtoASIM C144.d. Aggregotes for Grout: Conform to ASTM C4M.e. Additives: None permitted, except os specified herein. Specificolly, do not
lower freezing point of morior or grout by use of colcium chloride or other
ontifreeze ogents.f. Woter: Cleon, potoble, ond free from deleierious omounts of ocids, olkoli or
orgonic moteriol.
C. MorlorColor: Referto UnitMosonrySection.
D. Mixes:l. Mortor: Comply with requlrements of ASTM C2TOfor opplicoble mortor types.
Mosonry cement not ollowed without prior written opprovol of Architect/Engineer.o. Type S - Use of wolls exposed to the exlerior, Proporiion by volume, One port
Portlond Cement, with not more thon one.fourth port to not more thon one
holf port of hydroted lime or lime putty odded ond o domp oggregote rotio of
noi less thon fwo ond one-fourlh ond not more thon three fimes the suin of the
seporote volumes of cemenlitious moteriols.b. Type N - Use ol interior wolls. Proportion by volume. One port Porflond
Cement, with one-holf to not more thon one ond one-quorter port hydroted
lime or lime putty odded ond o domp oggregote rotio of not less thon two
ond one-fourth ond not more thon three times the sum of the seporote
volumes of cementlflous moteriols.2. Reinforced Mosonry Grout:o. Fine ond Coorse Grout: Comply with ASTM C476. Grout shqll contqln o
minimum of seven socks of Portlond Cement per cubic yord. Add suffrclent
woter to provide proper consistency without segregotlon for pouring or
troweling. Provide grout with ihe following 2&doy strengths.l) fm @ 1350 psi Grout = 1700 psl.
2) fm @ 1500 psl Grout = 1875 psl.
3) fm @ l8[D psi Grout = 2250 psi.
4) fm @ 2000 psi Grout = 2500 psi,
5) fm @ 2500psi Grout=3125psi,
b. Fine Grout: Proportion by volume. One port Portlond Cement, with not more
thon one-tenth port hydroted llme or llme putty odded, ond two ond one-
fourth to three ports sond.c. Coorse Grout: Proportion by volume. One port Porflond Cement with not
more thon one-tenth port hydroted lime or lime putty odded, ond two ond
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oA02l0 04230 - 5
F.
one-fourth to ihree ports sond, ond one to two ports grovel.
d. All grout sholl contoln o wqter reducing exponsive odmixture, SIRA Grout-Aid
Type 2.
Concrete Mosonry Units: Provide lightwelght lood-beoring nhollov/ units for generol use.
Provide normol weight ond/or "solld" unlh where specificolly indicoted. Non-lood
beoring units unocceptoble. Obtoln eoch type of exposed mqteriol from one
monufocturer for entire proJect.
i . Sizes: Fqce dimenslons nomlnolly I 6" long by 8" high (l 5 5/8' x 7 518" octuol),
except os otherwise indicofed. lhickness nominolly l2', l0', 8n, 6', 4u ond 2' (l I 518,
I 518,7 5/8, 3 5/8 ond I 5/8" octuol os indicoted.)
2. Shope,
o. Typlcol unit shqll be stondqrd, closed ond unit wilh two open cells. Wherever
mosonry ls ldentified os "fully grouted" in the drowings, use knock-out web
blocks throughout, whether relnofrcement is present or not, to ollow ftee
horizontol ond veriicol flow of grout.
b. Provide single-open-end (A-block) or double-open-end (H-block) units os
indiccrted on the drowings.c. Provide specioliy shopes by monufocturing or cutting if ollowed by the
fuchitect where required for bond beoms, lintels, corners, coniroljoints
columns, pilosters ond other conditlons Indicoted on ihe drowlngs,3. WelghtClossiflcotions:o. Lighiweight: Less thon 105 lbs, per cu. ft., oven-dry weight of concrete,b. Normol Weight 125lbs. percu. ft., orgreoter, oven-drywelghtof concrete.4. "Hollorir/ Units - Nei oreo less thon 55% of gross oreo: ASTM C90, Type | - Moisture
Controlled.
5. "Solid" Units - Net qreo 75% or more of gross oreo: A.STM C90, Type | - Moisfure-
Controlled.o. Provide completely solid, net oreo equol to gross qreo, units where indicqted
os"lffisolid'.6. Curlng: In molsfurq-controlled otmosphere of normol pressure ond temperoture, or
In on qutoclove. to comply wlth requlrements for Type I unlts.
Wke Reinforcing:L Generol: Welded wire units. prefobrlcoted lengths of not les thon l0', with
motchlng corner "L" qnd intersectlng'T'unlts, ASTM A82, wlth deformed continuous
side ond intermediote rods, ond ploin cross rodsi widths opproximotely 2" less thon
nominol width of wolls ond portitions os required to position side rods for full
embedment in morior with mortor coveroge of not less thon 5/8n on joint foces
exposed to exterior ond not less thon l/2rrelsewhere.o, Type: See drowings.
b, Gouge: 9gouge or3/16" longifudinolwires, See drowingsforsize of
longifudinol wires qs requlred.c. Finish: Hotdip golvonlzed ofter fobricofion, ASTM A153, Closs &2 (l .5 oz. per
sq. ft.), except monufocturer's stondord mill golvonized moy be used for
interior wolls ond portitlons.
d, Provide units with 2, 3 or 4longitudinol rods, os indicqted on orchitecturol
drowlngs.
Anchors: Refer to Unit Mosonry Section.
Concrete Inserts: Refer to Unit Mosonry Section.
Reinforcing Bors: Conform to ASTM ,{615 - Grode 60 U.N.O.
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PART 3 EXECUTION
3.OI DELIVERY, STORAEE AND HANDTING: REFER TO UNIT MASONRY SECTION.
A, Job Conditions:
'I . Refer to Unit Mosonry Section for the following:o. Moisture protection durlng instollotlon.b. Protection of completed work ond work In progress from physicol domoge.2. Refer to Unit Mosonry Section ond ACI 530,1 for ihe following:o. Cold weother construction ond protection.
b. Hot weother construction ond protection.
B. Complionce: Comply wlth ACI 530.1 os modified herein.
C. Inspection:
T.
l. Before beginning work, the mosonry contrqcior sholl inspect foundotions or other
beoring surfqces for proper grodes ond elevotions, freedom from dirt ond other
foreign molerlol. Report unsotisfoctory conditions immediotely to the Generol
Controctor.
Preporotion: Remove qll dirt, lce, loose rust ond scole from iies ond reinforcing prior to
instqllofion. Remove oll dlrt ond ice from wolls prior io instolloiion.L Cleon oll equlpment for mixing, tronsporting ond plocing mortor before storting
work.
Meosurement ond Mixing of Mortor ond Grout:
'| . Generol:o. Grout used in pours greoter thon six feet (6'-0) high sholl be botched qt q
concrete plont in occordonce wiih ASTM C94. Deliver to the site in trqnsit mix
trucks or other suitoble tronsportotion devices.b. Grout ond mortor used in pours six feet (6'-0) in height or less, moy be job
mixed. Conform to requirements listed below.c. Job-Mixed Mortor qnd Grout:l) Meosurement: Meosure moterlols by volume such thot specified
proportions con be controlled ond occurotely mointoined. Meosurement
of sqnd by shovel ls not ollowoble.2) Mixing: Mix cementltlous moteriols ond oggregote for ot leost three
minutes for mortor ond five minutes for grout in q mechonicol bqtch mlxer,
with the mlnimum omount of woier to produce o workoble consisiency.3) Retempering: Mortors ihot hove stiffened becquse of evoporotion of
woter from the mortor moy be retempered by odding woter os frequently
os needed to restore requlred conslstency. except thot mortqr not used
within 2- l /2 hours ofier initlol mixing sholl be discorded.
Forms ond Surfoces: Consiruct forms to shope, lines ond dlmensions indicoied on the
drowings. Construct sufficiently fight to prevent leokoge of morlor or grout. Broce or tie
to mointoin position ond shope. Do not remove until mosonry hos cured sufficiently to
support iis own weight ond other opplled loods.
Toleronces: Comply with ACI 530.1.
Generoll. Built-in Members: Sleeves of proper slze sholl be provlded by others wherever
directed, to permit pqssoge of pipes through wolls. Build in oll woll sleeves,
onchors, plotes, lintels, ond other steel members provided by others. All such built-
in members sholl be properly set by Mosonry Controctor,
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E.
oA0210 0/,230-7
3.
4.
7.
8.
9.
10,
o. Build in steel lintels in beds of mortor ond do necessory pointing. Fill hollow
mosonry cells with mortor or grout for mlnlmum of 24" below lintel beorings or
qs noted on the drowings.
Pipe Choses ond Recesses: Provide choses in mosonry wolls where Indicoted on
opproved shop drowings reviewed by Mechonicol or Eleclricol Subcontroctors for
pipes ond conduits.
o. Build recesses where requlred for occommodofion of coses ond cobinets,
rodiotionondunitheoters, All suchrecessessfroll hovesteel lintelsifover16"in
width.
Access Ponels: Instoll oll occess ponels occurrlng In mosonry wolls. Access ponels
will be furnished under other sections of these specificcrlions ond sholl be
occurotely locoted os direcied. All occess ponelssholl be provided by the trode
requlrlng some.
Embedded Sheei Metol: Instqll embedded sheel metol floshing, reglets, etc.,
provided by oihers. Cleon surfoces of mosonry smooth qnd free ftom projections
which might puncture or otherwlse domoge embedded mqteriqls. Ploce
embedded items on bed of ftesh mortor. Cover wlth fresh mortor before loying
succeeding courses.
o. Aluminum: Do not use oluminum for embedded items, pipes, conduits, etc.
Cutting ond Potching: All cutting ond potching of mosonry sholl be done by
Mosonry controctor qt his expense where necesory for other trodes, Such work
sholl be done In o workmonlike monner ond none sholl be done which will tend to
reduce ths strength or oppeoronce of ony flnlshed work.. No cutling of finished
mosonry for the purpose of bulldlng In members wlll be qllowed,
Continuous Wire Reinforcing: Instoll specified wlre relnforclng continuously in bed
joints. See drowings for type, longifudinol wire size ond spocing of wlre reinforcing.
Deformed Steel Reinforcing Bors ond Grout: Fobdcote ond ploce deformed steel
occording to recommendolions of ACI 315 ond 530,1.
cr. Construct with verticol olignment of cells ond other spoces to be grouted to
provlde continuous unobstructed openings.b. Grout spoces with fine or coorse grout os directed by ACI 530.1,c. Hold mortqr in bed Joints bock I /4" from edges of mosonry unit odJocent to
grout spoces, bevel bock ond upword from grout spoce, Keep mortor flns
ond droppings out of grout spoces. Form heod ond bed joints by shoving unifs
ot leost l/2 into ploce.
d. Support verticol reinforcement in position of top ond bottom of lift ond qf
intervols not exceeding 192 bor diomeiers.e. When the grouting is stopped for one hour or longer, stop pouring of grout l-
I /2" below the top of the uppermost unit.
Welding of Relnforclng: Not permltted except where speclficolly Indlcoted,
Profect exposed bors intended for welding.
Field Bending of Reinforcement: Not permitied except os shown on drowings.
Grouting: Ploce verlicol reinforclng in position prlorto grouting.
cr. Do not ploce grout until mortor hos sei ond cured sufficienfly to prevent
"blowouis', Add wqter so slump ls neor moximum without segregotion. Pump
grout from mlxer into grout spoce os ropldly os procticql ond dlscord if not in
ploce wlthln I -l /2 hours ofter wqter ls flrst odded to botch.b. Depending upon weother conditions ond obsorption rote of mqsonry units, lift
heights ond woiting periods moy be voried. Under normol weother conditions
with typlcol mosonry units, indMduol lifts of grout sholl be limited to 6'0'in
height with woiting pedod between lifts of 30 to 60 minutes.c, Where grout pours exceed 1lve feet (5'0), provlde cleon-out openings ot
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botlom of eoch reinforced grout cell, 32" min. on center for solid grouted wolls,
Where Indivlduol elements ore grouted. provide one or more openings for
eoch element. Cleon-outs to be of sufficient size ond locotion to ollow
cleoning ond inspection of grout spoces. During work use high presure jet of
woter to remove excess mortor ond cleqn grout spoce, Seol cleon-out ofter
inspection ond before grouting.
d. Bond beoms sholl be grouted os woll constructlon progresses, Do not grout
bond beoms with flowing grout from verticol pours.
Consolidotion:
o. Consolidote grout pours l2 in. or less in height by mechonicol vibrotion or by
puddling grout spoces with stick or rod (not trowel).
b. Consolidote grout pours exceeding l2 in, in height by mechqnicol vibrqtlon
ond reconsolidote by mechonlcol vibrofion ofter inlliol woter loss ond
setilement hos occurred.
Brocing: Adequotely broce mosonry until cured ond permonently supported,
Pointing ond Cleoning: Refer to Unlt Mosonry Section.
END OF SECTION
12.
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oA02l0 04230-9
I
sEcTtoN 04853
! MoRTAR-PLACED sToNE AssEMBLTEs
I PART I -GENERAL
r I.OI SUMMARY
I A. Seclion lncludes:
- l. Thin slone mosonry veneer.
I 2. Accessories
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B. Products Inslolled But Nof Furnished Under This Seclion:
I l. Mortor: Seclion 04230 Reinforced Mosonry.
l| 2. llems to be Buili-ln From Olher Seclions:o. Bolls ond Anchors
b. Noiling Blocks
I c. Insertsd. Mechonicol or Eleclricol Sleeves or Blockoulse. All Other Buill-ln Members
r C. Reloted Seclions:l. Woll Sheothing: Seclion 06100 Rough Corpentry.
I 1.02 REFERENCES
I A. ReferenceSlondords: SeeSeclion01423. Complywithfollowing:
t l. Americon Nolionol Slondords Instilule, ANSI/NBS 211 (A-ll.l). "Building Code
Requiremenls for Mosonny''.
',
2. Uniform Building Code, UBC. Chopler 2l - Mosonry.
I r.o3 suBMrrALs
I A. Somples: Submit full size somples of thin slone illustroting the full ronge of color ondI texlure for occepfonce in occordonce wifh Section Ol33O.
I I.04 AUALITY ASSURANCE
t A. Mock-Up: Conslrucl 4'x 6'woll ponel with lhin slone, wood stud ond plywood bockup,
r slucco mesh ond mortor in locofion os direcled by Archifect.
I L Accepled Somple Woll: Slondord for resl of work.r! 2. Remove ol compleiion of Projecl.
I r.o5 DELtvERy, sToRAGE AND HANDLTNGI
A. Generol: Comply wilh Section 0160O.
I B. Stone: Hondle corefulty to ovoid chipping ond prolecl ogoinst wetting prior lo use
ollowing oir circulotion under slocked units.
I C. Protect instollotion moteriols from weother, moislure ond conlominolion wilh eorth ond
- ofher foreign moteriols.
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048531
I.06 PROJECTCONDITIONS
A. EnvironmenlolRequiremenls:L Cold Weother Proteclion during Instollolion:
o. Preporofion: Before beginning work, remove ice orsnow formed on mosonry
bed by corefully opplying heol unfil lop surfoce is dry lo louch. Remove frozen
or domoged mqsonry.
b. Air Temperolure 4fF fo 32'F: Heot sond or mixing woler to minimum of 55'F
ond moximum of 120"F.c. Air Temperofute 32F lo 25"F: Heql sond qnd mixing woler to minimum of 65oF
ond moximum of l2O"F.
d. Air Temperofure 25oF fo 20'F: Heqt sond ond mixing woter to minimum of 75"F
ond moximum of | 20"F. Use solomonder or ofher sources of heof on bolh sides
of wolls under conslruction. Use windbreoks when wind is in excess of l5 mph.e. Air Temperolure 2OF ond Below: Heof sond ond mixing wqler to minimum of
75oF ond moximum of 120'F. Provide enclosure ond ouxiliory heol lo moinloin
oir femperolure obove 32"F. Temperofure of units',,rhen loid sholl be nol less
lhon 20"F.
f. Admixfures: Morlor odmixtures will nol be permilled wilhout wrillen
occepfonce of Archilecl.
S. Frozen Work: Above porogrophs ore designed lo permil mosonry work lo
confinue during periods of cold lemperolure. Any frozen mosonry work will be
primo focie evidence thol obove requiremenfs hove nol been complied wifh.
Remove ond reploce frozen moferiols os directed by Archifect.2. Cold Weofher Proleclion offer lnslollolion:
o. Meon Doily Air Temperofure 40oF lo 32'F: Proiecl mcrsonry from roin or snow for
24 hours.
b. Meon Doily Air Temperofure 32F to 25"F: Cover mosonry completely for 24
hours.c. Meon Doily Air Temperoture 25F lo 20"F: Cover mosonry complelely wilh
insuloling blonkets for 24 hours.d. Meon Doily AirTemperolurc2OF ond Below: Moinloin mosonry lemperofure
obove 32'F for 24 hours by enclosure ond supplemenlory heol. by eleclric
heoting blonkels, infrored heof lomps or olher melhod proven to be
sotisfocfory.3. Hol Weoiher Proleclion During Inslollolion: When oir ternperqlure exceeds 99"F in
shode, protecl freshly loid mosonry from direcl exposure to wind qnd sun.4. Moisture Prolection During Inslollolion: Where exposed ;o weolher, cover top of
mosonry wolls ol end of eoch doy's work using wolerproof moleriol weighled down. lo insure ils remoining in ploce. Mointoin such prolection unfil finol copping of woll.
PART 2 - PRODUCTS
2.01 sToNE
Acceploble Suppliers:l. Robinson Brick Compony, Denver, Colorodo; www.robinsonbrick.com
2,Approvedsubslilu|einoccordoncewithSection0l600.
Thin Slone Veneer: Robinson Rock Thinrock cul nolurol slone os monufqclured by
Robinson Brick Compony or occepled substilule.l. Type ond Color: Alpirsboch.2. Averoge Thickness: l-3/4 inch.
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oA 02to 048532
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2.O2 MORTAR AND ACCESSORIES
I A. Morlor: Mortor supplied under Seclion 04230.
I B. Mefol Loth: 18 goge golvonized woven wire mesh. Use poper bocked mesh overwood
f sheolhing ond over woierproofing where il occurs.
r 2.O3 FABRICATION
II A. Cuf sfone occurotely to shope ond dimensions shown on Drowings. Comply with lhe
_ fobricotion loleronces for lhe specified finishes.
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ilffj:"ts
(bed ond verticol) slroighl ond of 90o ongle io foce unless ofherwise
2. Provide squore corners unless otherwise indicoted.
I 3. Joint Width: Cul lo ollow for uniform I /2" verticol ond 1 12" horizontol joint width.
t Sow cul or roughly dress bock surfoces lhot will be conceoled in the finish work to
opproximolely lrue plones. Fobricole work to profiles shown, wifh orises shorp ond
lrue, ond mofch ol joinfs between unils.
I PART3-EXEcuTroN
I 3.or EXAMTNAnoNr
A. Verificotion of Condilions:
I l. Beoring Surfoces: Verify foundofions, woll sheothing ond olher beoring surfoces ore
I ot proper grodes ond elevolions, free of dirf ond other foreign moleriol. Reporf
unsolisfocfory conditions fo fhe Generol Conlroctor in wriling with copy lo
Archilecl.
- 3.o2 PREPARATIoN
I A. Cleoning: Remove dirt, loose rusl ond scole from wolls, ties ond reinforcing prior ioI inslollotion.
I B. Melol Lolh: Insloll mefol lofh over qll substrole surfoces.
I l. Ploce lies where sides of sheets lqps qt supporis ond ot side lops of sheels befween
supports.
1; 2. Lop melol lolh not less lhon l/2" ot sides of sheels ond 1" of ends of sheels.
I 3. Applicotion lo Wood Slud Wolls: Foslen metol loth through weofher resislont bonier
ond sheofhing into sluds with golvonized noils or sloples which penetrole siud o
I :lH!Y.:;i#."'iil"*"ilHiiot 6 inches o'c' qrons eoch stud ond qt r6 inches o'c'
t 4. Applicotion to Mosonry: Foslen metql lofh with golvonized concrete noils. Alloch
qt 6 inches o.c. verticolly ond ol l6 inches o.c. horizoniolly.
r 3.03 TNSTALLATTON
r A. Generol:
I l. Sel stones in woll wilh minimum of field cutting ond dressing in poftern os indicqted.t 2. Woll Texture: Insfoll lo motch occepted mock-up woll.
3. Stort ot lop ond corners of ponel or seclion of woll.
I 4. Work stone inlo seiling bed sufficienlly io force lhe mortorouf slighfly ot the edges.r 5. Spof lorger pieces corefully ol rondom for design ond color ond ploce smoller
pieces between fo cover woll with consislenf poflern.
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048533
B. Mortor Joinls: Full bedded ond roked with blunf inslrumenf. Brush cleon.L Press unils into % inch to % inch scrotch coqf bed of plosiic morlor opplied to wire
mesh os recommended.2. Avoid sploshing exposed fqces of stone wilh morlor.3. Remove droppings ond sploshings immediotely with cleon sponge ond woler.
C. Built-ln llems:
l. Cooperofe fo build-in ifems of ofhers inlo mosonry os work progresses.
2. Choses ond Recesses: Provide choses in mosonry wolls os indicoled ond reguired
for mechonicol ond eleclricol work for pipes ond conduils.3. Built-in lfems: Insfoll sleeves of proper size provided by others, where direcled, to
permit possoge of pipes through wolls. Build-in woll sleeves, onchors, plotes, ond
other members provided by olhers. Properly sef built-in ilems os wolls progress ond
under direclion of porty providing some.
D. Job Cutting: Employ skilled fitters for necessory culling os the work progresses.
E. Siorting ond Stopping: Where fresh mosonry joins portiolly or fotolly set mosonry, cleon
exposed surfoces of set mosonry ond wel lightly to obloin good bond with new work.
Remove loose mosonry ond mortor.
3.04 CUITING AND PATCHING
Cut ond potch mosonry wherever necessory for olher lrodes. Do such work with
experienced mechonics in workmonlike monner. Do nol cut ond polch work which will
lend to injure sirength or qppeqronce of ony finished work. Cutling of finished mosonry
for purpose of building-in members not ollowed.
3.05 POINTING
Point slone work os work progresses using rounding poinling lool. Fill joints.lo motch work
in occepfed somple woll ponel.
3.06 CLEANING
A. Cleon slone ponels nof less thon 6 doys ofter plocemenl. Follow monufocturer's
inslruclions for cleoning porous slone.
B. Upon completion of pointing ond cleoning, leove work oreo ond sunounding surfoces
cleon ond free of morlor spots, droppings, ond broken mosonry.
3.07 PROTECTION
A. Prolecfion of Compleled Work from Physicol Domoge: Protect projecting mosonry lioble
lo domoge ofter setling by well-supported suilqble plonking. Securely box jombs ond sills
of openings used for possoge.
B. Replocement: Reploce mosonry work showing domoge or disfigurotion during progress
of work in its enlirety. Poiching or hiding of defects noi permitled.
END OF SECTION
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oA 0210 04853-4
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I SECTTON 0sr20
STRUCTURAT SIEET
T PART I GENEMT
I r.0l RELATED DOCUMENIS
I A. Drowings ond generol provisions of Controct, includlng Generol ond Supplementory
Conditions ond Division-l Specificotion sections, opply to work of this section.
I r.o2 woRK rNcruDED
I A. Extent of structurol steel work is shown on drowings including schedules, notes ond
detoils which show size ond locotion of member$ typicol connections, ond type of steel
I required.
I B. Furnish oll lobor, moteriols ond equipment plonl tools, scoffolding, tronsportotion ond
I oll other services ond focilities necessory for the full performonce ond completion of qll
I steel fobricotion ond erection work_os shown on the drowings qnd qs specified hereln.
The work includes, but is not necessorily limited to the followlng principol items:l. All other work normolly reloied to the obove or speclfled under this section, such
I ll' Lorout of work to oxis lines ond/or center llnes.b. Hoistlng of metol decking ond sheor connectors.
I c. Protection of work ond property.
r C. Furnishing onchor bolts, onchor bolt templote$ loose beoring plotes ond embedded, items: Instolled under Division 3, Concrete or Division 4, Mosonry.
t l.o3 RELATED WORK SPECIFTED ELSEWHERE:
A. Plocing qnchor bolts or grouting under bose plotes ond beoring plotes. Exponsion bolts
I in concrete & odhesive bolts in concrete: Division 3, Cost-in-Ploce Concrete.
I B. Exponsion bolts in mosonry. Adhesive bolts in Mosonry: Division 4.
r C. Composite Deck: Division 5.
t D, Furnishing ond instolling form deck,
E. Support Froming for Openings in Metol Deck: Divlslon 5, Miscelloneous Metols.
F. Loose Steel Angle Untels Not ottoched to Siructurol Steel: Dlvislon 5, Miscelloneous
Metol$.
I l.o4 REFERENcES
t A. The work in this section sholl be subject to oll opplicoble provisions of the stoie ond locol
r building ond sofety codes Including OSHA - 29 CFR Port 1926 "Sofety Stondords for Steel
I Erection; Finol Rule". ond oll other codes referenced therein.
B. ASTM ,46 - Generol Requirements for Rolled Structurol Steel Bors, Plotes, Shopes ond
r Sheet Piling.
I C. ASTMA36-CorbonStructurql Steel,
n acrM 453 - Pipe Steel, Block ond Hot-Dipped, Znc-Cooted, Welded ond Seomless.II E. ASTM ,4307 - Corbon Steel Bolts ond Studs. 60,000 psi Tensile Strength.
F. ASTM ,4325 - Structurql Bolts, Steel, Heot Treoted, I 2Ol105 ksi Minimum Tensile Strength.
r oA02r0 05120- I
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G. ASTM A50O - Cold-Formed Welded ond Seomless Corbon Steel Struciurol Tubing in
Rounds ond Shopes,
H. ASTM A572 - High-Strength Low-Alloy ColumbiurnVonqdium Structurol Steel.
l. ASIM ,4992 Structurol Steel.
J. AWS Dl.l - Structurol Welding Code.
K. AISC "Code of Stondord Proctice for Steel Buildings ond Brldges" ond Commentory,
Moke the followlng modificotions to the AISC Code of Stondord Prqctice:
l. Delete Porogroph 3.3, Substitute the following: All things which, in the opinion of
the Contrqctor, qppeqr to be deficiencies, omissions, controdictlons or ombiguifies
in the Controct Documents sholl be brought to the otteniion of the
Archiiect/Engineer. Ihe Controct Documents will be conected or o written
inierpretoiion of the olleged dellclency, omission, controdiclion or ombiguity will
be mode by the tuchitect/Engineer before the offected work proceeds.
L. Industriol Fostener Institute Hondbook on Bolt, Nut ond Rivet Stqndqrds.
M. Air Reduction Compony "Monuol for Arc Welded Structureg Port ll."
N. Steel Structures Pointing Council (SSPC).
I.O5 OUAL]TY CONIROL:
A. Ihe Controctor is responsible for quollty control, including workmonship ond moteriols
furnished by his subconirociors ond suppllers,L Inspection or testing by the Owner does not relieve the Controctor of his
responsibility to perform ihe Work in occordonce with the Controct Documents.2. the Controctor sholl be responsible for conection of work which inspectlons ond
loborotory test reports hqve indicqted not to be in complionce with specified
requkements, Promptly remove ond reploce or correct non-conforming work in o
monner ond wlth moteriols opproved by the Architect/Engineer. the Controctor
shqll beor the cost of qll conectlve meosures, including retesting to confirm
complionce,
3. Cost of extro work by the tuchltect/Engineer to opprove conective work sholl be
borne by the Controctor.
E.
oA02t0
4, Controctor sholl include in his work the necessory quolity control procedures,
meons qnd methods eic,, thot will result in erected steel work thot meets lhe
toleronce requirements of the AISC Code of Stondord Proctice for Buildings ond
Bridges ond these specificotions. Steel work thot does not conform to fhese
toleronce llmitotlons ls subJect to conectlve work or removol qnd replqcement ot
the Controctor's expense.
Fobricotor Quollficotions: Experienced in fobricotion of structurol steel with not less thon
5 yeors experience In ihe succesful fqbrlcotion of structurol steel for projects of similor
size ond difficuliy. AISC Quolity Certlficollon progrom, cotogory ll certified.
Erector Quoliflcotlons: Jhe structurol steel erector sholl hqve not less thon 5 yeors
successful experience in the erectlon of structurol steel of q similor noture to this project,
Evidence of compliqnce with this section sholl be submitted to the Architect/Engineer.
Welder Quolificolions: Welding sholl be done only by weldlng operotors currently
quolifled occordlng to AWS Dl .l . lf recertificolion of welden is required, retestlng will
be Controcto/s responsibiliiy.
Eoch person instolling connections sholl be ossigned on identifying symbol or mqrk. ond
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05120 - 2
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qll shop ond lield connections sholl be ldentified so thot the inspector con refer bock lo
the person moking the connections.
I.06 AUALITYASSUMNCE:
A. the Owner will engoge ond poy for o quolified Testing Agency, opproved by the
Engineer of Record. to perform lhe inspections ond testing os deflned in AISC "Code of
Stondord Proctice for Steel Buildings ond Bridges" ond the ANSI/AWS Dl.l "Americon
Welding Society Struciurol Welding Code," ond qs required by these specificotions. The
testing qgency will inspect qnd test moteriols ond fobricotion procedures in the shop
ond field. Testing Agency sholl comply with ASTM E329 ond sholl furnish o certificote of
complionce signed by the Profesionol Engineer responsible for the monogement of the
qgency. The Professionol Engineer sholl be registered in the stote where the project is
locoted.l. Testing ogency sholl perform tests ond inspeciions, mqintqin records ond report
results in occordonce with lhe Building Code. The requlrements specified herein
opply only where ihey do not reduce the quolity or extent of testing ond inspection
required by the building code.2. Perform oddifionol tests to reconffrm ony noncomplionce of fhe originol work ond
os moy be necessory to show complionce.3. Controctor sholl furnish Testing Agency occess to work focilities, qnd incidentol
lobor required for testing ond inspection. Retention by the Owner of on
Independent Tesiing Agency sholl in no woy relieve the Controctor of responsibility
for performing oll work in occordonce with ihe controct requirements. A minimum
of 4&hours notificotion sholl be glven prior to commencement of work requiring
testing ond inspecting.4. Furnish the testing ogency wilh the followlng:
A complete sei of opproved Shop ond Erection Drowings.
Mill test reports.
Full ond omple meons ond oslstonce for testing oll moteriol.
Proper focilities, including scoffolding, temporory work plofforms, etc., for
inspection of the work In the shop ond field.e. Representotive somple pleces requested for testing.f. Reimbursement of costs for testing ond inspection resulting os q consequence
of the followlng:l) Work not in complionce with the Controct Documents.2) Testing required by the Controctor or Subcontrqctor.3) Testing to verify the odequocy of work done, without prior notice, or
controry to specificotions qnd stondord construction proctices.
Coniroct Obligotions:o. Owner Responsibility: The Owner sholl poy for oll initiol shop ond field
inspections ond tests os requlred during the fobricotion ond erection of the
structurol steel,b. Coniroctor Responsibility: The Controctor shqll poy for ond orronge with the
Testing Loborotory for the certificotion of qll shop ond field welders. The cosrs
of oll retesting of moteriql or workmonshlp not in conformqnce with the
Controct Documenfs sholl be borne by the Controctor. The Fobricolor ond
Erector sholl provide the Loborotory Inspector with occess to oll ploces where
work is performed, A mlnimum of 24 hours notificotion sholl be given prior to
commencement of work requiring testlng ond/or inspection,
Testing Agency Duties:
o. Assign on identifying symbol or mork io eoch workmon instolling connections.
Perform shop ond field inspectlons ond tests noted herein in occordonce with
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6.
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oA 0210 05120 - 3
7.
8.
referenced stondords; Retest ond re.inspeci work ofter conected by
Controctor,b. Mork conneclions with Inspectofs ldentifoing mork upon occeptonce;
Interpret test results.
c, Prepore qnd isue reporh covering eoch inspectlon ond test. Speclfrcolly
indlcqte whetherwork complies wifh Controct Documenis,
d. At compleilon of inspection ond testing, issue o certificote stoflng thqt oll work
tested ond/or inspected complied with the Controct Documents. Specificolly
identify ony work excluded from certificotion.
e. Testing Agency moy Inspect structurql steel ot plont before shipmenl
however, fuchitect/Engineer reserves.ight of ony time before finql
occeptonce, to reject moteriol not complying wlth specifled requhements.
f. The Testing Agency's inspector will perform his duties in such o woy thot neither
fobrlcqtlon nor erecfion is unnecessorily deloyed or impeded. In no cose will
the Inspector recommend or prescribe the method of repoir of o defect.
Unidentified Structurql Steel:
o. FurnishTestingAgencywlthsomplesofstructurol steel notidentifiedbymill test
reports, heot or melt numbers In omple quonfllles to perform struclurol tests on
5 percent by weight of oll unldentified steel. Perform tensile, bend ond
elongotion test per ASIM 4370. Submit test reports to Architect/Engineer ond
Construction Monoger for informcrfion.
Shop Inspectlon qnd Testing:
o. Testing ogency sholl obtoln coples of certificqtions of qll welders ond conduct
shop Inspectlons ond tests durlng fobricotion of strucfurol steel, Reports sholl
include: welde/s certlflcoflons, type of test, type ond locqtion of qll defects
ond meosures token io correct defects, stotement of finol opprovol of oll
welding ond bolting of shop connections ond other doto ond informotion
pertinent to proper completion of shop connectlons.b. Visuolly inspect members for crocks, bendt worps, kink$ ond ASTM
identificoflon. Visuolly compore fobricoted members ond ossemblies with
opproved shop drowlngs, Report exceptions ond deviotions.
Inspect ond test welding ond bolting during fobricotion in occordonce wilh
referenced specificoflons ond os follows:
Visuolly Inspect oll welds. Check slze, length, plnholes, undercut ond overlop,
Test suspected defects uslng mogneflc portlcle method for flllet welds ond
ulirosonic melhod for groove welds.
ASTM ,4325 or M90 Bolts: Inspect ond test in occordonce with "Specificofions
for Structurol Joints Using ,\STM A325 or 4490 Bolts", When "slip-criticol" (SC)
bolts ore to be insiolled, verify certiflcotion of fobricotors tension meosuring
devlce used to determlne bolt tension, Verify thot pre-instolloflon tests ond
instollotion procedures meat dSlM requkements.
Embedded plotes ond ossemblles monufoctured by the Steel Fobrlcotor sholl
be tested in the following quontities:
1) Assemblies supportlng strucfurol elements: lO%
2> Assemblies supporting precost concrete or mosonry woll elements: 60%3) Assemblies supporting curtqin woll elements: 20%
Test componenh of the embedded plotes ond osemblies os follows:l) Welded reinforcing bors ond deformed onchors 100% vlsuol ond l0%
mognetic porticle testing. Complete penetrotlon groove welds to
reinforcing bors: lfi)% ultrosonicolly tested.
2) Embed plotes greoter thon 3/8'thicknes sholl receMe ultrosonic tesfing
for delominotion os noted below.
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9. Field Inspection qnd Testing:
o. Field Assembly: Inspect steel frome lo verify complionce with deioils shown on
qpproved drowings including, but not limited to: brocing, stiffening, member
locotions ond proper opplicotion of joint detoils of connections,b. Field Welding: Inspect ond test during erection in occordonce with AWS Code
ond os follows:l) Obtoin copies of welders certificotions ond conduct inspections ond tests
os required. Record types ond locotion of oll defects found in work.
Record work requked ond performed to conect deficiencies.
(o) Perform visuol inspection of oll welds. Check for size, length, pinholes,
undercut ond overlop. Test suspected defects using mognetic
porilcle method for fillet welds ond melhods below for groove welds.2) Additionol testing: Additionol testing by Owners testing ogency ot
Controcfors expense will be required if more thon l0% of the tesied welds
ore rejected, then test on odditionol l0% of such welds using the some
testing methods, Repeot this l0% oddiflonol testing process unit the
rejection rote drops below one In ten,c. High-Sirength Bolted Connections: Inspect ond test in occordonce with HS
bolting specificotion ond os follows.l) Confirm occurocy of Controctor's Tension Colibrotion os noted obove.2) Inspect qs noted In "Specificotions for Siructurol Joints Using ASTM 4325 or
,{490 Bolts".
3) Where "slip-criticol" (SC) bolts ore used, verify thot erector is performing
required pre-shift colibrotions ond tests, Inspect instolled SC bolts by the
"orbitrotion inspection" method, except, if ony bolt foils, oll bolts in thot
connection sholl be checked ond tightened, if necessory. by the erector
ond resubmitted, Inspect l0% of bolts, but not less thon two, in eoch SC
connection.4) Visuolly inspect oll bolts for proper instollotion.5) Cost of retests on bolts qnd connections thoi foil sholl be borne by
Controctor.6) Alternotive deslgn iension control bolts. Visuolly inspect ofter instollolion
per AISC requirements. Pre-test o representotive somple of (5) bolts of
eoch diometer, length, etc,, ot ihe jobsite in q devica copoble of
indlcotlng bolt tension,
B. See Division l, "lnspection ond Testing Services"
C. Design of Connections:l. Ihe Structurql Engineer of Record (EOR) intends io provide oll steel conneciion
designs. Connection deslgns hove been included in the controct documents.o. lf q connectlon design is inodvertently omitted from the contract documents
the Controctor sholl (ot Controctors option): Use connection designs from Port
4, AISC Monuol. 9th Edition (ASD) ond request specific opprovol of the
Structurol Engineer -- orb. Request specific written connection design from the Structurol Engineer.c. Controctor deviotions from connectlon designs shown on the controct
documents will be rejected unles controctor submits complete structurol
cqlculqtions for qpprovol. Colculotions sholl be seoled by o Professlonol
Engineer registered in the stole where the project is locoted.d. Contrqclor deviotions fobricqted without written opprovol of the Strucfurol
Engineer will be deemed o Conirocior design with fotol design responsibility
remoining with the Controctor.
oA02r0 05120 - 5
1.07 suBMrrrAu;
A. Shop Drowings
L Submlt ONE (l ) REPRODUCIBLE AND FIVE (5) PRINTS of eoch shop drowing.
Reproducible copies of controct documents sholl not be used os shop drowings.
Shop drqwings sholl be revlewed by Controctor prior io submlssion. Drowings sholl
beor Controctor's opprovol stomp occeptlng responsibility for coordinotion of
dimensions shown in lhe controct documentg quontilies ond coordinotion with
other irodes. Drowings not beoring Controcto/s siomp moy be rejected ot the
discretion of the tuchitect or Structurol Engineer, Reproducible prints will be
returned with the Architect/Englneer's comments, Allow l4 colendor doys in the
Struciurql Engineers offlce for review of shop drowings.
B. Submit mounfocturers certified copies of mill reports covering the chemicol ond
physicol properties of steel sections,
C. Submit monufocturer's specificotions ond instollotlon instructions for the following
products, Include loborotory test reporis qnd other doto os required to show
complionce with the Contrqct Documents. Indicote by tronsmlttol-form thqt o copy of
eoch opplicoble instructlon hos been distributed to fobricotors, instqllers ond erectors:
L Structurol steel primer Point.2. Shrlnkoge.resistonigroui.3. Elostomeric beoring pods ond/or preformed fobdc pods.
4. Sheorstuds.
5. Drilled-in exponsion bolis. (See Division 3 ond 4 for requirements.)
D. Shop Drowlngs:
'| . Submlt Shop Drowings including complete detqils ond schedules for fobricotion
ond shop ossembly of members, ond detolls, schedules, procedures ond diogroms
showlng the sequence of erection.
o. Include detqils of cutg connections, combeL holes qnd other pertinent doto,
Indicote welds by stondord AWS symbols, show slze, length ond type of eoch
weld.
b. Provide settlng drowlngs, templqtes ond directions for the instollotion of
onchor bolts ond other onchorqges to be lnstolled under other Sections of
Work'2. Do not use reproducible coples of the Controct Documents os erection drowings.
3. Ihe fuchitect's/Englneer's review of Shop Drowings ls for generol conformonce with
design concepts only. Complionce with requirements for moteriolg fobricotion
ond erection of structurol steel is the Controctor's responsibllity.
4. Architect's/Englnee/s review of Shop Drowings sholl include the following:
cr. Check shopes, steel grode, slze, ond locotions,
b. Spotcheckbeomlengths
c. Spot check connection copocities.
d. Detoil check of speciol connections.
e. Detoil check of momenl connections.
f. Spot check column lengths,
S. Check column bose plqte elevotions.
h. Spot check dimensions.
5. All fobricoted moteriols ond connections sholl fit within orchiteciurol constroints.
6, The omission from the Shop Drowings of ony moteriols required by the Controct
Documents sholl not relieve the Contrqctor of the responsibility of furnlshing ond
instolling such moteriols, even though the Shop Drowings moy hove been revlewed
ond opproved.
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Submit dimensioned plocing plons, detoils, mqnufqcturer's doio for sllde
beorings,
Submit plocing plon showing depth of embedment, spocing ond edge
dlstonces, detoils, monufocturer's doto, instollotion instructions for exponsion
ond odheslve onchor bolts.
Substifutlons for member sizes, type(s) of steel connection detoils or qny other
modificotions proposed by the Coniroctor will be considered by the
Archiiect/Engineer only under ihe following conditions:1) Thot the request hos been mode ond occepted prior to the submission of
Shop Drowings. All subsiitutions sholl be cleorly mqrked ond indicoted on
the Shop Drowings os q substifute.
2> thot there is o substonfiol cost odvontoge or time odvontoge to the
Ownefi or thot the proposed revlsion is necessory to obtoin the required
moteriols or methods qt the proper times to occomplish ihe work in the
time scheduled.
3) Thot sufficient sketches, engineering colculotions, qnd other doto hove
been submitled to focilitote checking by the tuchltect/Engineer including
cost reductions or sovings in time to complete the work.4) In no cose sholl such revisions result In odditionol cost to the Owner.
I.O8 DEIIVERY, STORAGE AND HANDLING
A, Deliver moteriols to the site qt such lntervols to insure unintenupted progress of ihe work.I. Mqteriols to be Instqlled by Others: Deliver onchor bolts ond other onchoroge
devices whlch ore embedded in cost-in-ploce concrete or mosonry construction
to the project site in time to be instolled before the stort of cosun-ploce concrete
operotions or mosonry work. Provide setting drowings. templotes ond directions for
instollotion of onchor bolts ond other devices. Templotes sholl be permonently
morked with column center lines ond north onow.2. Storoge of Structurol Steel: Siructurol steel members which ore stored ot the
project site sholl be supported obove ground on plotforms, skids, or other supports
ond stored upright to prevent twlstlng. Store moieriols to permit eosy occess for
inspection ond identificoiion. Protect stgel from corrosion. Store other moteriqls In
o weother-tighi qnd dry ploce until reody for use. Store pockoged moteriols in
their originol, unbroken pqckoge or contoiner.o. Do not store moterlols on the structure in o monner thot mlght couse distorlion
or domoge to the members of the supporting structures. Repoir or reploce
dqmqged moteriols or structures os direcied.
I.O9 JOB CONDIIIONS
A. The Controctor sholl coordinote the fobricotlon ond erection of oll structurol sieel work
with ihe work of other trodes.
B. Protection: Protect ony odjocent moteriols or orecrs below from domoge due to weld
splotter or sporks during field welding.
PARI2 PRODUCIS
2.OI MAIERIAUi
A. Rolled Steel Plotes Shopes ond Bors: As shown on the Drowings.l. ASTM 4572 Grode 50 or ASTM A992-GR50 unless noted otherwise.2, ASTM A36, where shown on the Drowings.
3. ASTM 4588, Grode 5O where shown on the Drowings.4. Bose plotes ond connecfion plqtes:
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q. 8" thick or less - 4.36 6y=36)b. Greoter thon 8" lhick - ,436 (Fy=32)
5. Structurql Steel Surfoces: Forfobricotionofworkwhlchwill beexposedtoviewin
the compleied structure, use only moteriols whlch ore smooth ond free of surfqce
blemishes includlng pitting, seom morks, roller mqrks, rolled trode nomes ond
roughness. Remove such blemlshes by grinding, or by welding ond grinding, prior
io cleoning, treoting ond oppllcotlon of surfoce finishes.
Cold-Formed Steel Tublng; ASIM Asm, Grode B.
Hot-Formed Steel Pipe: ASTM ASOI ,
Steel Pipe: ASIM A53, Type E or S, Grode B.L Finish: Block exceptwhere Indlcoted to be golvonlzed.
Anchor Bolts:
'| , All onchor bolts sholl be mode from threoded round stock conforming to ASTM
Specificotions os specified below os oppropriote for the types ond ot the locotions
os specified on the drowings:
o. ASTM ,{36 (Stondord)
b. ASTM 4449 Hlgh Strength (HS) - Threoded rod with nute U&U' bolts not ollowed.
c. ASTM ,{687 Hlgh Strength Notch Tough (HSNI)
d. ASIM 4588 Weother Reslstont Bolts (to be used with oll weothering steel bose
plotes)
e, Golvonized bolts sholl be used with oll golvonized bqse plotes.
2, Nuts: All nuts with qnchor bolts sholl be hex heod conforming to ASTM ,4563,3. Woshers: Woshersforoll boseplotessholl bel14"thickplotesextendingminlmum
l" from edge of bqse plqte holes on eoch side with holes l/16" lorger thon the
nomlnol bolt diometer. Woshers sholl conform to ASIM 436 steel.
Fosteners:
l. Mochine Bolts noted M.B. on plons: ASTM 4307, Grode A. Provide hexogonol
heqds qnd nuts,2. Hlgh-Strength threqded Fosteners: Bolis nuts ond hordened woshers complying
wlth,\STM 4325orM90,
Golvonlzed Bolts: Provide bolts, nuts ond woshers thot ore hot-dip golvonized
occording to ASIM 4'153, Clos C, when used to connect steel colled for on the
drowings or in the specificoilons os hotdip golvonlzed ofter fobrlcofion.
Provide mechonicolly golvonized boltg nuts ond woshers for A49O bolts (do not
hot-dip golvonize 4490 bolts) connecting steel colled for on the Drowings or in the
specificotions qs hot-dip golvonlzed ofter fobricotion. Cold golvonizing compound
sholl be'Z.R.C. Cold Golvonizing Compound" os monufocfured by Z.R.C. Chemicol
Products.
Atmospheric Conoslon Reslstont Bolts: High-strengih bolis, nuts ond woshers
connecting steel speclfied os ASTM 4588 weothering steel sholl be weother-
resistont Type 3 bolts ond simllorly treoted nuts ond woshers.
Bolts:
o. As specified in H.S, bolting specificoiion. Altenote design tension control bolts
moy be usgd of controctors option. A|l bolts sholl be new ond unused.b. Bolt Lubricotion: All bolts sholl be well lubrlcqted qt fime of instqllqtion. Dry,
rusty bolts will not be ollowed. Bolts or nuts sholl be wox dipped by the bolt
supplier or lohnson's Sfick Wox l4CP sholl be used wlth oll bolts in the shop or
field,
Sheor Connectors (Heoded Studs): Sheor connectors ond their instollotion sholl
meet oll requlrements specifled ln AWS Dl,l "Strucfurol Welding Code Steel",
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diometer ond ffnished length of sheor connectors ore shown on the drowings,
8. Steel Costings: ASTM M7, Grode6$35, mediumstrength corbon steel.
9. Electrodes for Welding: Comply with requirements of AWS Dl.l.
G. Cootings:l. Shop Point: (primer).
o. Shop point not required.
b, Where steel is io be field pointed, provide shop coot of primer point
compotible with finish point system specified in Division 9.2. Hot-Dip golvonilng:
o. Scope: Hot-dip golvonize ofter fqbricotion oll structurol steel items qnd thelr
connectlons permonently exposed to the weother. Such items include, but
qre noi llmited to:
l) Shelf ongles.2) Poropet woll supportlng members,
3) Screen woll supporting member.4) Window woshing support members,
5) All embedded plotes in concrete,6) Goroge guordroil steel ond connections.7) Cooling tower support sieel,
8) Bullding skln support steel exposed to molsture outside the exterior
woterproofing surfoce.9) Exomine the orchitecturol ond struclurol drowings for other items required
io be hot-dipped golvonized.
lO) Golvonize oll nuts, boltg ond woshers used in the connection of such steel,
Field welded connections sholl hove welds protected with'Z.R.C. Cold
Golvonizing Compound'os monufoctured by Z,R.C. Products Compony.
Surfoce Preporotion: All steel to be hot-dip golvonized shqll undergo the
following surfoce preporotion os specified by the Steel Structures Pointlng
Council (SSPC), Volume 2.l) Remove greqse, oil, grime qnd oll foreign contomlnonts by thorough
cleoning with qn olkoline or orgonlc solvent followed by thorough rinsing
in cold woter.
2) Remove scole by plckllng In diluted sulturic or hydrochloric ocid. Pickling
sholl be followed by o rinse in worm woter ond o second rinse in cold
woter. As on olternotive to pickling, the sieel moy be white metol blost
cleoned occording to SPS of the SSPC Specificotion.
(o) Dipping in o flux soluiion of zinc ommonio chloride followed by drying
of room temperofure,
Zinc Cooting: the zinc cooting for steel shopes ond plotes sholl conform to
ASTM 4123, "Siondord Speclffcotlon for Znc (Hot-Dip Golvonized) Cootings on
lron ond Steel Products." Welght of dnc cooting per squore foot of surfoce for
I /8 Inch ond 3/16 Inch thlck steels sholl overoge not less thon 2,0 oz. with no
individuol thickness less thon 1.8 oz.; for I /4 inch thick ond heovier steel, the
cooting weight sholl overoge not less thon 2.3 oz. with no individuol thlckness
less thon 2,0 oz.
Cold Golvonizing: Cold golvonilng compound sholl be Z,R.C. Cold
Gotvonlzlng Compound" os monufoctured by Z.R.C. Chemicol Products ond
opplied occording to monufocfure/s instructions.
2.02 FABRICAIION
A. Generol:
I. Conform to requkements of stondords listed In port L
oA 0210 05r20 - 9
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2. Detoiling ond fobricoiion procedures sholl occount for distortion ond shrinkoge
due to welding processes, both in the shop ond in the field,
Shop Fobricolion ond Assembly:
l. Fobricote ond ossemble structurql qsemblles In the shop to the greoiest extent
possible. Fobricote items of strucfurol steel In occordonce with AISC Specificotions
ond os indicoted on the finol opproved Shop Drowlngs.
2. Fobrlcote for delivery sequence which will expedite erectlon ond minimize field
hondling of mqteriqls.
3. Properly mork ond motch-mqrk moieriqls for field ossembly. Cleorly mork the
grode of steel on eoch plece for purpose of field inspection ond conflrmotion of
grode of steel.
4. Tqke field meosurements on site os requlred for corect fobricotion ond instollotion.
Fobricoior sholl be responsible for enors in fobricolion ond for conect fit of
structurql steel.5. Holes for Other Work: Provide holes required for securing other work to structurol
steel ftomlng, ond for pqssoge of other work ihrough steel ftoming members os
shown on the confroct documents, ond/or the finol Shop Drowings,o. Provide speciolty items os indlcoted to receive other work.
b. Cut, drill, or punch holes perpendlculor to metol surfoces. Do not flqme cut
holes or enlorge holes by burning. Drill holes in beoring plotes.
c. No cutiing or drilling will be permitted on the job without the written opprovol
of the tuchitect/Engineer,6, Where shop pointing is required, complete the osembly, including welding of units,
before stort of finishing operotions. Provide finish surfoces of members exposed in
the flnql structure free of morkings, burrs, qnd other defects.7. Finished Work: All work sholl be flnlshed In occordonce with the opproved Shop
Drowings qnd sholl be true ond free from twists, klnks, buckles, open joints ond
other defects.
Wdding:L Comply with AISC speclllcotlons ond lqtest Amerlcon Weldlng Soclety stqndords,2. Minimum Size of Welds:o. Fillet welds not speclfled sholl be 3/l6lnch fillet contlnuous but noi less thon
the AISC minimum bosed on the thickness of the ports joined.
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2.03 CONNECTTONS
A. Generol:l. Provide connections os shown or noied on the Drowings, Beoring-type bolts in
slotted holes sholl not be used to tronsmit ony component of stress in the direction
of the slot, No combinotion of bolts ond welds sholl be used to tronsmit stress in the
some foying surfoce of ony connection,2. Minimum reoction copocity sholl be 12.0 kips ond eqch connection sholl contoin
not less thon two 3/4" diometer bolts.
B. Steel Shelf Angles: Continuous shelf ongles supporting fqce brick sholl be turnished in
lengths corresponding to dimensions between brick control Joints. Provide supports
(hongers) qs shown on drowings. Provide supporis wlthln l-6'of control joints. Detoil o
I /4" gop beiween ongles of olljoints. Shelf ongles sholl be continuous oround corners.
See Architecturol drowings for locotion of controljoints.
C. Limitotions on Use of ,4307 Bolts: All bolts sholl be ,4325 or 4490 except where shown os
4307 on plons.
D. Bolts in Combinqtion with Welds: ,4307 or high-strength bolis used In beoring-type
connections sholl not be used in combinotion with welds for stress tronsmission in ihe
some foying foce of ony connection, os speclfied in AISC Specificotion.
2.04 SHOP CLEANING AND PAINI]NG
A. Cleon steel in occordonce with Steel Structures Pointing Council (SSPC);
l. SP-2 "Hond Tool Cleoning"2. SP-3 "PowerTool Cleoning"3. SP-6 "Commerciol Blost Cleoning"
Coordinote oll shop pointing of structurol steel with Architect's pointing requirements os
specified on the orchiteciurol drowings ond in the specificotions, Prepore structurol
sleel scheduled io receive orchiiecturol flnlsh point in occordonce with SP-6
"Commerciol Blost Cleoning".
Shop prime oll structurol sleel, except os follows:l. Structurol steel surfoces to be welded or hlgh-strength bolted with slipcriticol
connections.
Structurol steel surfoces scheduled to receive sproyed fireproofing,
Structurol steel top flonge surfoces thot ore to receive sheor connectors fleld
welded through composite metol deck.
Structurol steel members or those members or portions of members to be
embedded in concrete or mortor, (Point embedded steel which is portiolly
exposed on the exposed portion ond the inltiol 2 inches of embedded oreos only,)
Contoct milled beoring surfoces.
Do not point surfoces thot qre gofuonlzed.
Surfoce Preporoiion - Unpointed Steel: All structurol steel thqt is not specified to
receive o shop coqt of primer point sholl be cleoned of oil ond greqse using
solvent cleoners ond cleoned of dirt ond other foreign mqteriql by sweeping with o
wire brush or other suitoble meqns.
Apply two (2) coots of point to surfqces which ore Inoccessible ofier ossembly or
erection. Chonge color of second coot to distinguish it from the first.
Members thot ore exposed to the weother in the finished structure sholl be hot-dipped
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oA 0210 05120 - r r
golvonized. Gofuonizing sholl not contominote or otherwise impede the welding
process.
F. Cleon structurol sieel scheduled to be primed. Remove loose rust, loose mill scole,
spotler ond slog or flux deposits in occordonce with SP-2 "Hond Tool Cleoning" or SP-3
"PowerTool Cleoning" - Controcto/s option..
c. Cleqn ofter fobricotion ond immedlotely prior to shop pointing or shipment. Apply shop
coot of point in occordonce with monufocfure/s Instructions within four (4) hours ofter
cleoning ond before rust-bloom occurs.
PART 3 EXECT'TION
3.OI INSPECTION/VERIFICAIION
A. The Controctor ond lhe structurql steel erection controctor sholl seporotely check ond
ogree on the correct positloning of qnchor bolts before concrete is ploced.
B. Prior to stort of erection, the steel erector sholl check the elevqtion of oll beoring
surfoces ond the locotion of oll embedded onchor bolts ond connectlon plotes, ond
sholl notify the Archltect/Engineer in wrifing of oll deviotions from the Coniroct
Documents.
C. Do not proceed with the work until unsotisfoctory conditions hove been conected.
3.02 ERECIION
A, Erect structurol steel in qccordonce with the AISC Code of Stondord Proctice for Steel
Buildings ond Bridges ond Commentory os modlfled hereln,
B. Furnish onchor bolts ond other connectors required for securing structurol steel to
foundotions ond other in-ploce work,l. Furnish I /8" mlnlmum steel templotes ond other devices os necessory for pre-setting
bolts ond other onchors lo occurote locqtions,
C. Set structurol fromes qccurqtely to the lines ond elevolions indicoted. Align ond odjust
the vorious members formlng o port of o complete frome or strucfure before
permonently fostening. Cleqn beoring surfoces ond other surfqces which will be in
permonent contoct before ossembly. Perform necessqry odjustments to compensote
for discreponcies in elevotions ond olignment.l. Level ond plumb individuol members of the structure within specilled AISC
toleronces.2. Estoblish required leveling ond plumbing meqsuremenfs on o meon operoting
temperoture of ihe strucfure of 70 degrees F, Compensote for the difference in
femperoture of time of ereciion.3. Do not enlorge improperly locqted holes in members by burning or by the use of
drift pins, except in secondory brocing members. Reom holes thot must be
enlorged to odmit bolts.4, Splice members only where shown on the Drowings.
Field Connections: Moke field connections wiih bolts, high-strength bolts, or field
welding unless othenirrise indiccried,L Comply wiih AISC Specificotions for beoring, odequocy of temporory connectlons,
olignment, ond the removql of polnt on surfoces odjocent to field welds.
Do not use gos cutting torches in the field for conecting fobricotion enors in the
strucfurol froming. Cuttlng will be permitted only on secondory members which ore not
under stress only when opproved by the Architect/Engineer. Flnish gos-cut sections
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oA02l0 05120 - 12
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equol in occordonce with requkements of AWS Dl.l when permitted. The fobricotor
sholl be responsible for errors in fobricotion ond for coreci fit in the field.
F. After erection, cleon field welds, bolted connectlons ond obroded oreos of shop
primed members. Apply prlmers fo exposed oreos wilh the some moteriol os used for
shop pointing. Apply by brush or sproy to provide o minimum dry film thickness of 2.0
I mills.
r G. Erection Tolerqnces: Comply with requlrements of AISC Code of Stondord Proctice,
except os follows:
I l. Other Members; Deviotion of member working point horizontol locotion ondI elevotion with respect to the supporting member sholl not exceed +/- I /16" from
the locotion ond elevotion shown on the Drowings.
I 3.03 suPPoRT oF orHER woRKI
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A, No permonent looding, other thon the welght of supported steel deck ond concrete
slobs, sholl be imposed on steel composlte beoms ond girders uniil the concrete in such
slqbs hos ochleved 75 percent of its deslgn strength, without prior opprovol by the
Archiiect/Englneer. lf for construction convenience, odditionol loods ore proposed, the
Controctor sholl submit colculotions prepored by o Strucfurol Engineer registered in the
stote where the project is locqted verifying the odequocy of the steel members to
support the onticipoted looding. All costs ossocioted with the occommodotion such
Iooding, including review of submittols ond modificotion of steel members ond/or
detoils, sholl be borne by the Controctor.
END OF SECTION
I oAo2ro
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05120- 13
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t sEciloN 05330
_ COMPOSIIE METAL DECKING
I PARI I GENERAT
I l.ot RETATED DOCUMENTS
I A. Drowings ond generol provisions of Contrqct, including Generol ond Supplemeniory
Condiflons ond Divlsion-l Specificotion sectlons opply to work of thls section.
I r.o2 woRK lNcruDEDIA. Work under this section includes oll lobor, moteriols ond equipmenl plont, tools,
I scoffolding, tronsportoiion ond oll other services qnd focilities necessory for o complete
I instolloiion of oll composite metol decking,os shown on the drowings ond specified! herein. Work includes, but is not limited to the following principql items:
L All noncellulqr ond cellulqr composlte metol deck.
I 2. All occessories including, but not llmited to, deck closures, pour stops ond
I miscelloneous deck supports of columns, moment connections, wind truss
connections qnd other work projecting through, or odjocent to, the deck.
I 3. Metol deck honger tobs.
I r.o3 RELATED woRK spEcrFrED ELSE'HERE
I A. Reinforcing bors ond welded wire fobric - Division 3.
I B. Fibermesh - Division 3.
C. Concrete (no chloride solts in concrete on metol deck) - Division 3.
I D. Structurol steel - Division 5.
E. Miscelloneous steel - Division 5.
I F, Hoisiing of metql deck ond sheqr connectors - Division 5.r
I.O4 NOTICE TO CONTRACTOR, SUB-CONTRACTORS AND TRADES
I A. Do nof suspend loods from concrete topped composite metol deck exceeding 500r pounds within ony 100 squore feet of contiguous oreo. Suspend such loods from
structurol steel only. Any "sub'froming" requked is responsibility of Controctor or Sub-
I controctor instolling moieriol requiring suppori.
r B. Openings in deck not shown on structurol drowings, such os openlngs required for
stocks, conduits, plumbing vents, etc., sholl be cut ond reinforced, os noted herein, by
I trode requiring openings.-
t L Where openings lorger thon l2" ore required but not shown on structurol drowings,
secure written opprovol fiom fuchliect/Englneer prior to cutiing deck.
I C. Allow for deck deflection in determining concrete volume qnd scope of concrete work.r D. Do not exceed copoclty of deck os q form under ony condiiion during conshuction.,
t Submit constructlon looding to deck supplier for opprovol prior to looding.
t E. Do not use deck units for storoge or working plotforms until permonently secured.
Storoge loods sholl be ploced on wood plonking or plywood sheets which ore
I supported by wood blocking in the flutes of the deck. Do not lood top of cells. Do not
I use for denick plotforming or for storoge of structurol steel.
I.O5 CODES AND STANDARDS
I oAo2ro
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05330 - r
A, All codes ond stondords ore lqtesi unless noted otherwise.
B. Comply with the following os modified herein:
l. Deck Sectlon Properties; "Speciflcolions & Commentory for the Design of Cold-
Formed Steel Siructures, Memben', lqtest edifion by Arnerlcqn lron ond Steel
lnstitute (AlSl).
2. Deck Design: "Deslgn Monuol for Composite Decks, Form Decks ond Roof Deck",
by Steel Deck Institute (SDl).
3. OSHA - 29 CFR PorI 1926 'Sofety Stondords for Steel Erection,"
C. Welding:L "Dl.l, Structurol Weldlng Code - Steel", py 46ericon Welding Society (AWS). Sheor
stud welding, see Chopter 7.
2. "D1.3, Structurol Welding Code - Sheet Steel" by Americon Welding Society (AWS).
3. Sheor Stud Copocity: "Specificotions for Structurol Steel" ond " Lood ond
Reslstqnce Foctor Design Specificotion for Strucfurol Steel Buildings" by Americon
Instltute of Steel Conskucfion (AISC),
D. Fire Rotings:
L "Fire Resistonce Directory", by Underwriter's Loborotorle$ Inc, (U,1.),
2. "Stondqrds for Sofety - Cellulor Metol Floor Rocewoys ond Fittings'published by
Underwriters Lqborqtories Inc,, (U,1.),
3. All opplicobleprovisionsofstoteondlocol buildingondsofetycodesqswell qsoll
other codes referenced therein.4. Appropriote speclflcotions of ihe Americon Society for Testing ond Moteriols
(ASTM).
I.(b OUAUFICATIONS:
A. Monufocfurers: Regulorly engoged in production of composlte metql floor deck of
types requlred.
B. Erector: Minimum five (5) yeors experlence on comporoble deck projects.
C. Welding Work: Quolify processes ond operotors in occordqnce with AWS D I .3. Use
operotors certified wlthln losf l2 months to weld lightgoge meiol, ond instoll sheor
studs.
I.O7 OUAL]TY CONIROL
A. Contrqctor is responsible for, ond sholl control quolity of oll moteriqls ond workmonship,
lncludlng workmonship ond moteriols furnished by subcontroctors ond suppllers.l. Include procedures, meons ond methods, etc., thot will result in instolled deck
meetlng requirements of these specificotions ond referenced codes ond
stondords.2. Inspections ond tests performed by Owner will not relieve controctor of his
responsibility to provide moterlols ond workmonshlp In compllonce with specified
requirements,
Correct work which does not conform to specified requlrements includlng, but noi
limlted to gouge or metol thicknes, toleronce requirements. finishes, connections,
etc.. in o monner, ond with mqteriols, opproved by Architect/Engineer.
Cost of extro work by Architect/Englneer to opprove conective work sholl be borne
by Controctor.
I.O8 OUAUryASSURANCE
A. Owner will engoge o quollfied Testlng Agency, opproved by fuchiteci/Engineer, to
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4.
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perform inspecting ond testing for conformonce to controct documents.L Testing Agency sholl comply with ASTM E329 ond turnish o certificqte of
complionce, slgned by the Professionol Engineer responsible for monogemenl of
the ogency. The Engineer sholl be registered in the sloie where the project is
locoted.
Testlng Agency will conduct.ond interpret tests ond stote in eoch report whether
test specimens comply with project requirements ond specificolly note ony
deviotions.
Deck welded in ploce ore subject to inspeclion ond iesiing. Expense of removing
ond replocing deck for testing purposes sholl be borne by the controctor if work is
found to be unsofisfoctory.
3.
B. See Division l, "lnspection ond Testing Services".
I.O9 SUBMNALS
PARI2 PRODUCIS
2.OI MAIERIAIS
A. Steel for Pointed Finish: ASTM ,46l l, Grode C.
B. Sieel for Golvonized Finish: ASTM 4653. Grode 33.
C. Miscelloneous Steel: ASTM A36.
D. Finish for Non-Cellulor Metol Deck:
A.
B.
Monufocturer's Dqtq: Submit two (2) copies of monufocturefs specificotions ond
instollqtion instructlons for eoch product specified. Indlcote by tronsmittol form thqt q
copy of eoch instruciion hos been distributed to Deck Erector.
Certificotion: Furnish o certiflcote from o Professionol Engineer, registered in ihe Siqte
where the project is to be bullt, indicoiing deck complies with the following:1. Specified fire rotings.2. Deck design ond sheor stud requirements on the drowings ond specified herein.
Shop Drowings:
1 . Submit One (l) REPRODUCIBLE AND FIVE (5) PRINTS of eoch shop drowing.
Reproducible copies of coniroct documents sholl not be used os shop drowings.
Shop drowings sholl be reviewed by Controctor prlor to submission. Drowings sholl
beor Controctor's opprovol stomp occepting responsibility for coordinotion of
dimensions shown in the controct documents, guontities ond coordinotion with
other trodes. Drowings not beoring Controctor's stomp moy be rejected oi the
discretion of the Architect or Strucfurol Engineer. Reproducible prints will be
returned with Architeci/Engineer comments. Allow 14 colendor doys in the
Structurol Engineers office for review of shop drowings.2. Submit detoiled drowings showing:o. Loyout ond types of deck units, onchoroge detoils silde lop fostening, speciol
jointing, occessories, closures, pour stops ond mlscelloneous deck supports.
Avoid creoting single spon deck conditions where possible.
b. Deckweldlngschedule.c. Cleorly Indlcote copocity of deck qs q worklng plotform for other trodes,
equipment ond storoge ond note ony limitotions or precoutions to be
observed.d. Cleorly indicote the moximum thlcknes of concrete which con be sofely
supporied by the deck during concrete plocement,
oA02ro 05330 - 3
E.
F.
L Golvonized: ASTM 4653, Gm minimum
Deslgn of Deck:I. Comply wlth SDI recommendotions ond the following:o. Moterlql Properties: As noted hereln.b. Depth ond Spons: As indicoted on drowings,c. Steel lhicknes: Noted on drowings ond os requlred to conform to the U.L. fire
roting requirements below.d. Temporory Shodng: Not required for construclion loods ploced In
conformonce with these specificoflons ond good construction procfice.
e. Deformqtions: Provide to fully develop composite qction between deck ond
concrete wlth deck stres ot yield.
f. Volley Spoclng: 12 inches, moximum.
S. Volley Width: Averoge, not less thon two times deck depth,h. Sheor Sfud Copoclty: Number of sheor studs indicoted on drowings is bosed
on 100 percent of AISC stud copqcity excluding reductions for deck profile
qnd siud spocing/onongement. Increqse number of sheor studs, of no cosi to
Owner to ofhet reduced sheor sfud copoclty resulting from proposed deck
profile ond proposed stud spoclng/onongement. Bqse stud copocity on
octuol iests of deck profile ond stud spocing/onongement proposed.
i. Construction Loods: Composite deck sholl be copoble of supporting concrete
deod loqd including 3/4' of odditionql concrete due to system deflection, plus
20 psf construction lood, wlthout exceeding o flexurol slress of 0.6 times the
yield sirength (with o modmum of 36 ksi) without temporory shoring. Moximum
form deflection due to construcflon ond concrete lood sholl not exceed the
greoter of spon dlvlded by 36O or I /2 Inch. The successtul bidder will be
requlred to show by colculofion thot his deck con cqrry the specified
constructlon loods within the defleclion limiiofions specified, Deck goges moy
be Increosed ot the optlon of the Controctor ond sholl be lncluded in
Controctor's bld os requked,j, Composite Slob Loods; Live lood qs noled on drowings. Superimposed deod
lood os noied on drowings except not less thon 30 psf. Slob deod loqd os
colculoted from slob cros-section plus on ollowonce for odditionol concrete
required (3/4 inch minlmum) due to deck deflection os form.
Fobricotion:
l. Form metol deck uniis In lengths to spon two or more support spocings with flush
ends ond nesting side lops.2. Metql Closure Strips: Fobricoie metol closure strlps for cell rocewoys ond openings
between decking ond olher construction of not thinner thon l8 gouge sheet steel
of some quolify os deck units. Form to configurotion requlred to provide tight-fitting
closures oi ends of units qnd between edge of dob ond sides of deck units,3. Metol Pour Stops: Fobrlcote metol pour stops for edge of dob of not thlnner thon
l8 gouge sheet metol. Form to opproprlote helght ond configuroiion.
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oA02lo 05330 - 4
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PART 3 EXECUTION
3.OI PRODUCT DEIIVERY, STORAGE AND HANDTING
A. Do not domoge or mor deck finish. Store off ground with one end elevoted for
droinoge. Protect deck from elements with woterproof covering, veniiloted to ovoid
condensotion.
3.02 TNSPECTION
A. Erector sholl exomine oreos ond field conditions under which deck units ore to be
instolled ond notify Structurol Steel Erector ond Controctor (Construction Monoger) in
writing of conditions detrlmentol to proper ond timely completion of the work.
Supporting steel surfoces sholl be free of moisiure, oil, dirt, ond ony substonce
preventlng full contqct of deck with sfeel or inhibiiing welding. Where sheqr studs ore
to be instolled, steel surfoces supporting deck sholl olso be free of point,
3.03 ERECTION
A. Coordinote ond cooperote with Structurol Steel Erector in locoting decking bundles to
prevent overlooding of siructurol members,
B. Plocing Deck Units:l. Ploce on supporting steel ond odJust to finol position with ends occurotely oligned.
Beor 1-l 12" minimum on supporting members.2. Do not strelch or controct side lop Interlocks.3. Cutting ond Fitiing: Cut ond fit deck ond occessories oround other work projecting
through or qdjocent to deck os necessory to provide o completely formed surfoce
copoble of concrete topping ond other looding requirements noted herein,
Provide neot, squore ond trim cuts.
C. Cutting Deck ot Openings:1. Cut ond fit deck ond occessories oround openings shown ond fromed on structurol
drowings.2, Form opening block-outs on top of deck, ollowing deck to remoin in ploce until
concrete cures. Remove deck ofter concrete hos cured.
D. Fostening Deck Units:l. Fosten units to steel fromework ol eoch end of eoch unit ond ot intermediote
supports by 3/4-lnch diometer puddle welds, spoced not more thon twelve inches
(12") ocross width of unit. Where two units obut, eqch unlt sholl be so fostened.
Use welding woshers where recommended by deck monufocturer.2. Fosten pour stops oi 3'-0'c/c minimum ond os required to support wet concrete
weight of edge configurotions shown.3. Fosten end closures ot 4'0 o.c, dnd side closures oi 3'0 o.c. by welding or
mechonicolly fostening.4. Slide lop fostening: Provlde welds, screws, button punching or other methods.
Deck units with spons greoter thon flve feet sholl hove side lops ond perimeter
edges fostened of mid spon or 36 inches whichever dislonce is smoller.5. Reploce defective welds before concrete is ploced.
E. Deck Reinforcement ot Openings:L Reinforcement is not required for openings less ihon slx inches sguore or round, or
for rectongulor openings less ihon six inches by tweMe inches, where lesser
dimension is perpendiculor to spon of deck.
oA02l0 05330 - 5
Reinforce concrete qround openings greoter thqn 6" squore or round, up to 2'-6",
with rebor. See typlcol detoils for openings 6'<2'-6'.
Openings greoter thon 2L6" should be supported by structurol steel members' See
typicol detoils.
Where mulfiple openings occurwlfh twelve incheg or les, between openings
(dimenslon perpendiculor todeck spon), reinforce occording to out-to-out
dimenslon of the group of openings. Cut metol deck with sows or sheors where
possible.
F. Touch-up Poiniing:
l After instollotion, wire brush, cleon ond polnt scorred oreos, welds ond rust spots on
bottom surfoce of deck ond supporting steel members not receiving spray-on
fireproofing.o. Touch-up golvonlzed surfoces with golvonilng repok point opplied in
occordonce wlth the mqnufqcturer's instructions.
b. Touch-up shop pointed surfoces wiih some point used in shop, os
recommended by deck mqnufocturer,
END OF SECTION
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2.
3,
4.
oA02r0 05330 - 6
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sEcTtoN 05500
MEIAL FABRICATIONS
PART I - GENERAL
I.OI SUMMARY
A. Seclion Includes:
l. Steel roilings ond guordroils.
2. Hondroil brockels ond hondroils.
3. Sieel lodders including elevolor pit lodder.4. Elevolor sill supporl ongles.
5. Sleel goles.
6. Drilled-in Anchors
7. All other miscelloneous ongles, chonnels. tubes ond plotes os indicoted qnd
required.
B. Producls Supplied But Nol Inslqlled Under This Seclion:l. Anchor bolfs ond weld plotes for onchoring melol fobricotions inslolled under
Seclion 03100 Concrete Forms ond Accessories ond Section 04810 Unif Mosonry
Assemblies2. Sfeel ongle lintels instolled under Section 048,|0 Unit Mosonry Assemblies3. Roiling sleeves insiolled under Seclion 03100 Concrele Forms ond Accessories.4. Steel bollords inslolled under Seclion 02751 Concrefe Poving.
C. Relofed Seclions:l. Slrucfurol Sfeel: Seclion 05120 Structurol Sieel2. Steel Sioirs: Section 0551 I Metol Stqhs.3. Field Pointing: Section 09900 Poinfs ond Cootings.
I.O2 REFERENCES
A. Reference Slondords: See Seclion 01423. Complywith following:
l. Deloiling, Fobricoiion ond Ereclion of Sleel: AISC Specificolion for Struclurol Sleel
Buildings, 1989 Edition.2. Fobricolion, Delivery ond Erecfion of Steel: AISC Code of Slondord Proclice for
Steel Buildings ond Bridges, 1992 Edition, Sections 5 through 7.
3. Fobricotion, Erection, ond Dimensionol Toleronces for Archifecfurolly Exposed
Shucfurol Sleel: AISC Code of Slondord Proctice for Steel Buildings ond Bridges.
Section 10.
4. Welding: AwS Dl.l Sfrucfurol Welding Code - Steel.5. Pointing: SSPC Point Applicolion Specificolion No. I Shop, Field ond Moinfenqnce
Poinling.
I.O3 DEFINITIONS
A. Archifecturolly Exposed Slruclurol Steel: Sleel surfoces ond connections fobricofed
under this Section which will remoin exposed ond subjecl lo normol view by the public or
occuponls of fhe compleled slruclure sholl be considered Architeclurolly Exposed
Slruclurol Sleel os defined by the AISC Code of Stondord Procfice, ond sholl be subjecl
oA 0210 0550G1
1.04
A.
B.
1.05
|.06
lo oll requiremenfs for Architeclurolly Exposed Struclurol Steel specified in Seclion l0 of
the AISC Code of Slondord Proclice.
SUBMMALS
Submittols in Generol: Compty wifh Seclion Ol33O.
Producl Dofo: Submit producf dolo for oll monufoctured stock items specified under fhis
Seclion. including lhe following.l. Exponsion bolls.2. Adhesive onchors.
Shop Drowings: Submit for oll cuslom fobricoled items under this Section. lnclude loose
steel linlels, plotes ond welded sleel opening fromes.I. Shop drowings sholl cleorly indicole lhe following:
o. Profiles, sizes, spocing, ond locolions of members.b. Conneclions, oliochmenls, ond onchoroges.c. Size ond type of fosteners
d. Finishes, coolings ond shop pointing.
2. Include ereclion drowings, elevotions ond deloils where opplicoble.3. Indicote weld lengths ond sizes.
QUALIIY ASSURANCE
Welder Quolificolions: Welding sholl be performed only by certified welding operotors
cunently quolified in occordonce wilh lhe lesting procedures of AWS DLI for the weld
types qnd positions required for lhe fobricolions ond insfollolions indicoled.
Regulotory Requirements: Exponsion onchors ond odhesive onchors sholl hove curenf
published ICBO Evoluofion Report indicofing ICBO opprovol os occeptoble melhod of
consfruction under lhe UBC. Comply wifh oll limilolions on use of onchors slipuloted in
Evoluotion Report.
DELIVERY, STORAGE AND HANDLING
Generol: Comply with Secfion 0l 600.L Store melols obove ground on plolforms, skids. or olher supports. Profecl melols
from corrosion.
2. Slore other moteriols in weolherlight ond dry ploce, until reody for use.
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B. Moleriols lo be instolled by olhers:l. Deliver onchor bolts ond other onchbrqge devices thol ore embedded in cosf-in-
ploce concrele or mosonry conslruclion to projeci site in time lo be inslolled before
slort of cosl-in-ploce concrete operolions ond mqsonry work.2. Provide setling drowings. lemplotes, ond direclions for instollolion of onchor bolts
ond ofher devices.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Sleel Shopes, Bors ond Plotes: ASTM 436.
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oA 0210 05500-2
B.
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Sleel Pipe ond Tubing: ASTM A53, Grode B, or A500, Grode B, minimum woll lhickness I I
goge.
Fosteners ond Ancho6:l. Bolts: ASTM A307.2. Nufs: ASTM A563.
3. Woshers: ASTM F436.4. Hooked Anchor Bolls ond Threoded Rod Anchors: ASTM A36.5. Exponsion Bolls ond Adhesive Anchors: Comply with Section 05120.
Welding Moleriols for Steel:l. FillerMelolslorWelding: Meelrequiremenlsof AWS Dl.l.o. Strength level: In occordonce with AISC ond AWS specificotions for bose
mefols joined, weld type, ond direclion of opplied lood lo weld.2. Welding Electrodes: AWS 5.1 or A 5.5.
E. HeodedAnchorSludConneclors: ConformloASTMAl08. Sfudsshqll bemqnufoclured
by Nelson Division of TRW, or opproved subslilule.
F. Shop Point:l. Steel llems lo Receive Poinled Finish or To Be Conceqled in Compleled Slructure:
Sleel Struclures Poinling Council Specificoiion SSPC I l.
2.O2 PIPE BOLLARDS
A. Bollords: Six-inch diomefer sleel pipe, stondord weighf, Schedule 40 block hon.L Concrele Bose ond Fill: Supplied under Secfion 03300 Cost-ln-Plqce Concrete ond
inslolled with concreie rounded ot lop under Division 2 Sile Construclion.2. Size, Heighf ond Embedmenl: As indicoled on Drowings.
2,03 STEEL LINTELS
A. Sleel Linlels: All mosonry openings 16" in widlh ond over sholl hove liniels. Provide loose
sfeel linlels excepi where mosonry linlels ore indicoled on Drowings.l. Sizes ond Beoring Lengths: See Liniel Schedule on Struclurol Dr:oWngs.2. Weld or bolf members logether where indicoled lo form complele ossembly.
Where welds will be exposed in the completed instqllolion, provide conlinuous
welds ond grind flush.
B. Mosonry Linlels: See Secfion 04810 Unil Mosonry Assemblies.
2.O4 DRILLED-INANCHORS
A. Exponsion Anchors: Wedge type, complete wilh required nuls, woshers ond
monufocturer's inslollolion inslructions. Sizes os indicoled on Drowings.l. Inlerior Use: For use in condilioned environments free from potenliol moisture
provide corlcon steel onchors conforming to ASTM A5l0 with zinc ploling in
occordonce with ASTM 8633.2. Porking Goroge Use, Exlerior or Exposed Use: In exposed or pofenliolly wet
environmenls ond for olfochmeni of exlerior clodding moleriols, provide sloinless
sleel onchors. Sloinless steel onchors sholl be Series 300 sloinless sleel bolts wifh
Series 300 or Type l&8 slqinless sleel nuts ond woshers.
oA 0210 05500-3
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3. Where qnchor monufoclurer is nol indicoled, subject io complionce with
requiremenls ond occeplonce by lhe Archifect, provide one of lhe following:o. Hilti lnc. Kwik-Bolt ll.
b. ITW Romsel/Red Heod Red Heod Wedge Anchor.c. Powers Rowl Foslening Systems Power-Bolf.d. Approved subsfilute in occordonce wilh Seclion 0l600.
Adhesive Anchors: Threoded sleel rod, complete wilh required nuls, woshers, epoxy or
ester-bosed odhesive sysfem ond monufoclurer's inslollolion inslrucfions. Type ond size
os indicoted on Drowings.l. Interior Use: For use in condilioned environments free from polenfiol moislure
provide lhreoded corbon sleel rods conforming to ASTM A36.2. Exferior or Exposed Use: In exposed or polenfiolly wel environmenis ond for
oflochment of exterior clodding moteriols, provide sfoinless sfeel onchors. Sloinless
steel onchors sholl be Series 300 stoinless sfeel threoded rods wifh Series 300 or Type
l8€ sloinless sleel nuts ond woshers.
3. Where onchor monufociurer is nol indicqted, subjecl to complionce wilh
requiremenls qnd qcceptonce by the Architecf, provide one of fhe following:
o. Hilfi Inc. HAS or HIT threoded rods. HVA or HIT HY-I50 Adhesive Anchoroge
Syslem for onchoroge lo concrete or slone. HIT HY-20 Adhesive syslem for
onchoroge to brick or concrete mosonry.b. Powers Rowl Fosfening Systems Stroighf Cut Anchor Rod with Power-Fosf
Corfridge Sysiem.c. Approved subslitule in occordonce wilh Section 01600.
Dropln Anchors: Flush or shell type, complele wifh required nuls, woshers ond
monufocturer's insfollotion inslruclions. Sizes os indicoted on Drowings.
l. Inledor Use: For use in condilioned environmenls free from polenliol moisture
provide corbon sleel onchors conforming to ASTM A5lO with zinc plofing in
occordonce with ASTM 8633.
2. Where qnchor monufocturer is not indicoled, subject lo complionce wilh
requirements ond occeplonce by fhe Archilect. provide one of lhe following:
o. Hilli Inc. HDI Anchors.b. Approved subslitule in occordonce with Section 01600.
Sleeve Anchors: Flush or shell type, complete with required nufs, woshers ond
monufoclurer's inslollolion inslrucfions. Sizes os indicqted on Drowings.l. Inlerior Use: For use in condilioned environmenls free from potentiol moisture
provide corbon sleel onchors conforming lo ASTM A5l0 with lnc ploting in
occordonce with ASTM 8633.2. Where onchor monufocturer is nol indicqted, subject to complionce wifh
reguirements ond occepionce by ihe Architecl, provide one of lhe following:
o. Hilti lnc. Sleeve Anchors.
b. Approved substilufe in occordonce with Section 01600.
FABRICATION
Shop Assembly: Fobricole cuslom melol fobricofions os indicoted, scheduled or lisled in
Article 1.01.l. Fobricole in occordonce wilh detoils ond occepled shop drowings.
2. Provide miscellqneous ilems of melol work indicoled or os necessory to complele
work.
3. Moferiols: New slock of types ond sizes indicoted.
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Moke cuts cleon ond shorp wilh wire edges ground smoolh. provide stroighl, rigid,
ond fight work, free from defecls.
Close exposed ends of sleel pipe or tubing wiih welded cops.
Verify dimensions on sile prior lo shop fobricotion.
Fobricote items with joints neotly filled ond properly secured.
Fil ond shop ossemble, in lorgesl procticol seclions, for delivery to sife.
Exposed mechonicol fostenings sholl be flush, countersunk screws or bolts,
unoblrusively locoted, consistenl wilh design of slructure, excepf where specificolly
noled olherwise.
Moke exposed joinls flush buft-type, hoirline joinls where mechonicolly fostened.
Supply components required for proper onchoroge of rnelol fobricolions. Fobricole
qnchoroge ond reloted components of some moleriol ond finish os melol
fobricolion, unless otherwise specified or deloiled,
Welding: AWS Dl.l. Miler ond cope inlerseclions ond weld oll oround. Remove
splotter, grind exposed welds lo blend ond contour surfoces to motch lhose
odjocenf.
Subsliluiions: Where exocl sizes ond weighls colled for cre not ovoiloble, secure
Architecl's occeptonce of suitoble sizes prior lo proceeding.
Steel Roilings:
I . Moferiol: l-l /2" i.d. round pipe unless olherwise indicoled.2. Fobricole lo lines, levels ond poflerns os indicoted.3. Joinls: Cul, miter ond weld oll joints. Fill qnd grind smoolh.4. Insert inlo sleel sleeves or epoxy mortqr ol Controctor's opiion.
Sleel Lodders:l. ComplywithANS| 14.3.2. Provide I 12' x2-l 12" conlinuous slruclurol steel flol bor side roils wilh eosed edges
spoced 18" oport. Provide 3/4'diomeler solid slructurql sleel bor rungs with non-slip
finish, spoced l2' c.c. Fil rungs in cenlerline of side roils, plug weld ond grind
smooth on ouler roil foces.3. Supporl lodder ot lop ond bollom ond ot inlermediofe points noi over S' o.c. wilh
welded sfeel brockefs wilh minimum of 7" cleoronce from woll io cenlerline of
rungs. Extend roils 42" obove lop rung or moximum surrounding slructure qllows ond
relurn roils to woll. Provide fosfeners oppropriote to subslrofe.
Trqsh Enclosure Gotes:
Froming: Fobricote of sfeel pipe, lubes, ploies ond sheet ponels os indicoted.
Corugoted Steel Sheet Siding Ponels: Provided under Section 05310 Steel Deck.
Hordwore Moieriols: Golvonized sleel or molleoble kon shopes lo suil gole size.
Hinges: Strucfurolly copoble of supporting gole leof oncl live lood of 200 lbs opplied
qt end of leof conlilever. Allow opening ond closing without binding. The hinges
sholl nol twisl or lurn under the oclion of the gote. The gote sholl be copoble of
being opened ond closed eosily by one person. Instoll in such o monner os to
preveni removol of gole by liftoff monner.
Double Goles: Provide locking device ond podlock eyes os on integrol port of
lolch, requiring one podlock for locking bolh leoves.o. Podlock: By Owner.b. Locking device sholl be conslructed so fhot lhe cenler drop rod or plunger bor
connol be roised when locked.6. Field Finish: Field point in occordonce with Section 09900.
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oA 0210 05s@5
2.06 SHOP F|N|SHES
A. Shop Priming:
l. Surfoce Preporolion: Affer fobricqlion ond shop ossembly, cleon off oll loose rust,
loose mill scole ond weld spoltet slog or flux deposits in occordonce with SSPC
procedures os follows:
o. Surfoces fo be conceoled in the Completed Struclure: SP-3 power lool
cleoning.
b. Surfoces lo be exposed in the Compleled Slruclure: SP-6 commerciol blosf
cleoning.2. Point Applicotion: Shop coot fobricqled items with shop point in occordonce Wlh
ssPc-PA-1.o. Omit shop point on surfoces to be enclosed in concrele ond surfoces lo be
field welded.
b. Shop Point Thickness: 2.5 dry film mils.
B. Golvonilng: ASTM 4653, G9O Closs minimum. Provide conosion resisfont golvonized
cooling on indicoled or specified sleel items otler fobricotiorr ond shop ossembly.
PART 3 - EXECUTION
3.OI INSTALLATION
A. Weld or boll items securely in ploce or olherwise foslen os indicoted on fhe drowings or
occepled shop drowings. lnclude ilems indicoied. scheduled or lisled in Arficle l.0l.
B. Instoll items squore ond level, occurolely fitled qnd free from dislorfion or defects.
Field Welds: Perform field welding in occordqnce wilh AWS Dl.l.
L Poinled Fobricolions: Grind smoolh qnd louch up Wth compofible primer.
2. Golvonized Fobricolions: Afier instollofion, grind ond louch-up field welds qnd
scrolched ond domoged golvonized surfoces. Use o primer recommended for
golvonized surfoces.
Drilled-ln Anchors ond lnserls: lnsloll drilled-in onchors ond inserts in occordonce wilh
monufoclurer's recommendofions in occurolely drilled holes of required diomeler ond
depth.
l. Adhesive Anchors: Thoroughly cleon drill hole of oll debris ond drill dust prior to
insfollofion of insert ond odhesive.
2. Do not drill holes in concrefe or mosonry unlil moleriol hqs ochieved full design
sirenglh.
Sleel Gofes:
L Gote posfs: Embed posts in concreie os indicoted. Check eoch posl for verticql
ond lop olignment ond moinioin in position during plocemenl qnd finishing
operofions.2. Insfoll goles plumb. level ond secure for full opening wilhout interference.
3. Weld sheet sleel continuously lo froming os indicoted.4. Attoch hordwore securely ond lo prevent unoulhorized removol.5. Adjust hordwore for smooth operofion.
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3,02 ADJUSTMENTS
A. Repoir of Defeclive Work: Remove slqined or olherwise defeclive work. Reploce wiih
new moteriol.
END OF SECTION
oA 0210 0550G7
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sEcTtoN 0551I
METAL STAIRS
PART I - GENERAL
I.OI SUMMARY
A. Seclion Includes:l. Pre-engineered sleel stoin.2. Grip-strut treods ond risers for wood stringer sfoirs.
B. Reloied Sections:l. Concrele Pon Fill: Seclion 03300 Cost-ln-Ploce Concrete.2. Miscelloneous Melols: Secfion 05500 Metol Fobricolions.3. Field Finish: Section 09900 Poinis ond Coofings.4. Wood Slringer Sloirs: Section 06200 Finish Corpenlry.
I.O2 REFERENCES
A. ReferenceSlondords. SeeSeclion0l423. Complywithfollowing:l. Sleel: AISC Code of Stondord Proclice for Steel Buildings ond Bridges.
Archileclurolly Exposed Struciurol Sleel.2. Welding: AWS Dl.l StructurolWelding Code-Steel.3. Sloirwoys: Slondord construction detoils of "Metol Sfoirs Monuol" of the Nolionol
Associotion of Archilecturol Melol Monufociurers. lotest edilion.
I.O3 SYSTEMDESCRIPTION
A. Design Crilerio:L Steel Stoirs: Copoble of corrying indicofed live loods.2. Sfoir Fobricolor: Responsible for slruclurol design of members os required fo corry
live ond deod loods.3. Siruclurol Colculolions: Avoiloble fo Archilecl on reouesl.
I.O4 SUBMITTALS
A. Shop Drowings: Submil in occordqnce wiih Seclion 01330.
I.O5 QUALITY ASSURANCE
A. Welder Quolificotions: Cunenfly quolified occording to AWS Dl.t.
I.06 DELIVERY, STORAGE AND HANDLING
A. Generol: Complywith Seclion 01500.
B. Moleriols to be instqlled by others:l. Deliver onchor bolts qnd ofher onchoroge devices thol ore embedded in cosf-in-
ploce concrele or mosonry conslruclion to projecl sile in fime lo be insfolled before
slort of cost-in-ploce concrele operolions ond mosonry work.
oA 02t0 o55l l-l
2. Provide sefting drowings, lemplofes, ond direcfions for instollotion of onchor bolts
ond other devices.
C. Delivery ond Sloroge:
l. Slore metols obove ground on plotforms, skids, or olher supporfs. Prolecl sfeel from
conosion.2. Slore olher moleriols in weothertight ond dry ploce, unlil reody for use.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Generol: Comply wifh Section 05500.
2.02 STEEL STAIRS
A. Grole Treod Wood Slringer Sloirs: Shop fobricoted.
L Design Criteriq: Engineered by lhe fobricotor lo corry 100 psf live lood.
2. Reference Slondord: Construcl in conformity with slondord conslruclion detoils of
Mefol Sloirs Monuol, Nolionol Associotion of Architecturol Metol Monufoclurers,
Jonuory 1982 edilion.
3. Sloir Componenfs: Sloir runs ond plotforms os indicoted.4. Treods: Grip-Strut or occepled subsiitute steel grofe lreod with obrosive nosing ond
closed sleel risers.
5. Plotforms: GripStrut or occepled subslitute sleel grote.
6. Hondroils: As indicoled ond in complionce wilh Section 05500.7. Slingers: See Seciion 06200.
2.03 PRE-ENGINEERED STEEL STAIRS
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A Monufocturers:l. Shoron Stoir Stoirs2. Accepted Substitute
Design Criterio: Engineered by the fobricolor to corry 100 psf livelood.
Conslrucfion: Slondord monuf ocfu rer's componenf s.L Slringers: Steel plote or chonnel.
2. Treods: Pon type for concrete fill.
3. Risers: Closed4. Londings: Pon type for concrele fill.
5. Concrele Fill: See Seclion 033@.
6. Hondroils: As indicoted.
PAINTING
Moteriqls: Tnemec l0-99. No subslilutes.
Preporotion: Sleel Struclures Pointing Council SSPC-SP3 Power Tool Cleoning.
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I C. Shop Poinling: Sproy-opply to uniform dry film thickness of 2.G3.0 mils, free of runs, sogsI or ofher defects. Omit shop primer wilhin 2' of field-welded conneclions,
compression joint surfoces, sleel embedded in concrefe ond sleel to be covered byr sproy on fireproofing.
I D. Field Pointing: Following grinding of field welded conneclions to exposed steel work,
I field opply primer of some type qnd lhickness os shop primer. Touch up oll primer
I removed or domoged during erection.
PART 3 - EXECUTIONI
I 3.OI INSTALLATION
I A. Generol: Weld or boll ilems securely in ploce or olhenarise fosien os indicoled on the
I drowings or occepled Shop Drowings.I. Field Welds: Grind smooth qnd touch up wiih red primer.
-I B. Sfoirs: lnsloll in occordonce wilh fobricolor's recommendolions.I
END OF SECTION
I oA o2ro ossr r-3
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a sEcTroN 06100
ROUGH CARPENIRY
I PARI I GENERAL
f l.0r RETATED DOCUMENTS:
I A. Drowings ond generol provisions of Contrqct, includlng Generol ond Supplementory
Conditions ond Division I Specificotion Sections, opply to work of ihis section.
I r.o2 woRK rNcruDEDrA. Rough Corpentry work includes oll lobor, moteriolg ond equipment necesory ond
r required to provide oll rough corpentry ond wood frqme construction shown on
I Drowings, including:I l. Structurol floor, woll, ond roof froming with dimension lumber2. Structurql 11oor, woll, ond roof froming with engineered wood products
I 3, Bocklng ponels
I 4, Floor, woll ond roof sheothing
I.O3 RETATED WORK SPECIFIED EISEWHERE
t A. Division 3 Setting onchors in concrete
B. Division 5 Metol Fobricotions: mlscelloneous steel conneciors ond support ongles for
I wood froming.
- C. Division 6 Heovy Timber Froming
t D. Division 6 Wood Decking
r E. Divlsion 6 Premonufociured Wood Trusses
a F. Division 6 Pre-engineered wood joists
I G. Division 6 Glue Lqminoted Structurot Members
I.O4 REFERENCES
I A. All references ore lotest edition U.N.O.
B, ANSI A2O8.l - Americon Notionol Stondord for Pqrticleboord.
I C. AFPA WCD No.l - Monuol for Wood Frome Construction; Americon Foresi ond Poper- Associotion.
I D. APA Plywood Design Specificolion PDS.
t- E. APA PRP-108 - Performonce Stondord qnd Policles for Structurol Use Ponels
r F. ASTM C79lC 79M - Stondord Specificofion forTreoted Core ond Nontreoted Core
I Gypsum Sheothing Boord.
G. AWPA C2 - Lumber, limber, Bridge Ties ond Mine Ties - Preservotive Treotment by
1 Pressure Processes; Americon Wood Presevers'Associotion.
I H. AWPA C2O - Structurol Lumber - Fire Retordont Treoiment by Pressure Processes;
Americon Wood-Preservers' Associotion.I
I L NDS - Notionol Design Specificotlon for Wood Construction os published by the
Americon Forest qnd Poper Associotion.
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06100- I
J. PS | - Construction ond Industrlol Plywood; Notionol Instltute of Stondords ond
Technology (Deportment of Commerce).
K. PS 20 - Americon Softwood Lumber Siondord; Notlonql Institute of Stondords ond
Technology (Deportment of Commerce).
L. SPIB (GR) - Stondord Groding Rules for Southern Pine Lumber Southern Plne Inspection
Bureou, lnc.
M. WCLB (GR) - Stondord Groding Rules for West Coqst Lumber No. l7; West Coost Lumber
Inspection Bureou; Supplements Vll & Vlll.
N. WWPA G-5 - Westem Lumber Groding Rules; Western Wood Products Associotion.
O. UBC - Uniform Building Code, lotest edition, Internolionol Conference of Building
Offrclols (CBO).
I.O5 AUAUTYCONTROL
A. Controctor is responsible for, ond sholl control quolliy of ol moteriols ond workmonship,
including workmonship ond moteriols furnished by subconiroctors ond supplien.L Include procedures, meons ond methods, etc., thotwill result in rough corpentry '
meeting requirements of these specificotions ond referenced codes ond
stondqrds.2. Correct work which does not conform to specified requirements in o monner, ond
wlth moteriols, opproved by Architect/Engineer,3. Cost of extrq work by fuchitect/Engineer to opprove corective work sholl be borne
by Controctor.
B. Comply with governing codes ond regulotlons. Provide products from occeptoble
monufocfurers which hqve been in sotisfoctory use In slmilor service for of leost three
yeors. Use experienced instqllers. Deliver, hondle. ond slore moteriols in occordqnce
with monufocfurer's instructions.
C. Lumber: For eoch use. provlde lumber complying with Product Stondord PS 20,l Acceptoble Lumber Inspection Agencles:o. Any ogency with rules opproved by Amerlcon Lumber Stondords Commitleeb. NLGA- Nqtionol LumberGrodesAuthorltyc. SPIB - Southern Plne Inspection Bureoud. WCLIB - West Coost Lumber Inspection Bureoue. WWPA - Western Wood Products Associotion2. Lumber of other specles or grodes, or groded by ofher ogencies, is occeptoble
provided strucfurol ond oppeoronce chorocterisfics ore equivolent to or better
thon products specified.3. Nomlnol slzes qre indicoted. Provide octuol slzes complying with the minimum slze
requiremants of PS 20 for the moisfure content speclfled for eoch use.
Plryood: Comply with PS I ond APA PRP-I08 except os oiherwise indicoted for eoch
use.
Foctory mork: Foctory mork eoch plece of lumber ond plywood with type, grqde, mill
ond grodlng qgency ldentificotlon; except omit morking from surfoces to be exposed
to view. lf piece connot be morked on o conceoled surfoce, submit mill certiflcqte
thot moteriol hos been inspected ond groded in occordonce with requirements.
Certificote of Inspection: Certificote of inspection ond groding by o recognized ogency
moy be submitted with eoch shipment, in lieu of foctory-morking, qt Contrqctor's
option.
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G. Obtoin eoch type of flre+etordont treoted wood product ftom one source for both
treotment qnd formulotion.
t.06 suBMtIlA[s
A. Product Doto: Provide two copies of technicql doto on insuloted sheothing, wood
preservotive moteriols, ond opplicotion Instructlons.
B, Shop Drowings: For site fobricoted trusses, indicote dimensions, wood species ond
grodes, component profiles, drilled holes, fosteners, connectors, detoils, ond sequence
of erection.L Submit ONE (l) REPRODUCIBLE qnd FIVE (5) copies of eoch shop drowing.
Reproducible copies of controct documents sholl not be used os shop drowings.
Shop drowings sholl be revlewed by Controctor prior to submission. Drowings sholl
beor Controctor's opprovol stomp occepting responsibility for coordinotion of
dimensions shown In the controct documents, quontities ond coordinotion with
other trodes. Drowings not beoring Coniroctor's stomp moy be rejected of the
discretlon of the Architect or Struciurol Engineer. Reproducible prints will be
returned with Architect/Engineer comments, Allow 14 colendor doys in the
structurol engineers office for review of shop drowings.
C. Somples: For rough corpentry members thot will be exposed to view, submit iwo
somples, 4x4 inch in size illustroting wood groin, color, ond generol oppeqronce,
D. Monufocturer's Cerlificote: Certify thot wood products supplled for rough corpeniry
meet or exceed specifled requirements.
I.O7 DETIVERYSTORAGE AND HANDTING
A. As soon os moteriols ore delivered to site, ploce under cover ond protect properly from
weother. Do not store or erect mqieriol in wet or domp portions of building or in oreos
where plostering or similor work is to be executed until such work hos been completed
ond hos become reosonobly dry,
B. Support stocked ond pressure lreoted products lo prevent deformotion ond to ollow oir
circulqtion.
C. Protect site fobricoted trusses from worping or other distortion by siocking in verticol
position, broced to resist movement.
PARI2 PRODUCTS
2.OI MAIERIATS
A. Dimension Lumber:1. Light Fromlng: Stud, No. 3 or Stondqrd grode.
2. Structurol Froming: No. I grode.
3. Species: Hem Fh.
4, Exposed Froming: Appeoronce grode.
5. Moisture Content:
o. Exposed Boords: l5 percent moisture content.b. Conceoled Boords: 19 percent moisture conient.
B. . Miscelloneous Lumber:
l. Moisture Content: 19 percent.
2. Grode: Stondord grode light froming.
C, ConstructionPonels:
l. CombinotionSubfloor-Underlovment: APASturdl-Floor.
oA0210 06lm - 3
2. Subfloodng: APASheothing.
3. Woll Sheoihing: APASheothing, Exterlor Exposure l.
4. Roof Sheothing: APA Sheothing, Exterior Exposure l,
5. Plywood Bocking Ponels: APA C-D Plugged Exposure I with exterior glue, fire'
retordqnt treoted.
6. Plywood Underloyment for Resillent Floorlng: APA Underloyment Exierior.7. Construcfion Ponel Underloyment for Resilieni Flooring: APA Sturd-l-Floor, Exterior.L Construciion Ponel Underloymentfor Ceromlc Tile: APASturdl-Floor, Exposure L9. Plywood Underloyment for Corpel APA Underloyment Exposure l.
Fibrous Felted Boords:L Hordboord Underloyment ANSI/AHAA 135.4, Clos4.2. Fiberboqrd Sheothingl ANSIiAHA Al94.l, Type lV.
Porticleboord:L Underloymenl ANSI A208,1, grode I-M-1, grode morked,2. Subflooring: ANSI A 208,1, grode 2-M-W (woferboord) or Grode 2-M-3.3. WollSheothing: ANS|A208.l, grode 2-M-1.4. Roof Sheothing: ANSI A 208.1, grode 2-M-W (woferboord).
Gypsum Sheothing:l. Mqteriol; Gypsum sheothlng boord with wqter+esistont core,2. Moteriol: Gloss-fiber-surfqced gypsumsheothing boord.3. Type: Type X fire+esistont ASIM C 79.
Plostic Boord Sheothing:l. Mqteriol: Extruded polystyrene, 4.51M C 578, Type lV.2. Moterlql: Polfisocyonurote, FS HH1-I972ll for Closs 2.
Auxiliory Moterlols:
I . Air lnfiftrqtion Borrier: Aspholt-soturoted orgonic felt, ASTM D 226, Iype l, No. 15 felt,
unperforoted.2. Air Infiltrqtion Borrier: High denslty polyethylene,
3. Alr Infiltrotion Bonier: Woven polyolefin sheet.4. Sill Seoler Goskets: Glos fiberstrlp reslllentinsulotion,5. Fromlng Anchors ond Fosteners: Non-corroslve, suitoble for lood ond exposure,
Drywoll screws ore not occeptoble.
2,02 IREATED WOOD PRODUCTS
A. Preservotive treoted wood products sholl be treoted with AWPA C2 for lumber ond
AWPA C9 for plywood; woterborne pressure treqtment. All wood blocklng, froming, or
wood moteriql which is exposed to weother or dompnes, or which is in contoct with
soil, concrete, mosonry, roofing, floshing, domp proofing ond woterproofing sholl be
pressure treoted,
B. Fire treoted wood products sholl be treoted with AWPA Treotment C2O for lumber qnd
AWPA C27 for plywood, Exterior Type. Copoble of provlding o moximum flome
spreod/smoke development roting of I
l. Moisture Content: Moterlols sholl be dried ofter treotment to on qveroge moisfure
content of l9%.2. Edge Treotment: Brush-coot surfoces of lumber sowed or cut ofter treotment with
sctme preseryotlve used of plont.
2.03 CONNECIIONS AND ACCESSORIES
A. Bolts: Bolts, nuts, studs, ond rivets sholl conform to ASTM 4307.
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PART 3 EXECUTION
3.0r TNSTALLAIION (GENERAI)
Exponsion shields sholl conform to Federol Specifrcotion FF-S325. Shields sholl be
occurotely recessed ond, unless otherwlse Indicoted, sholl be not less thon 2 I /2 into
concrete or mosonry. Devices of groups lV, V, Vl, ond Vll sholl not be used in sizes
greoter thon 3/8" unles otherwise indicoted,
Log screws or log bolts: Federol Specificotion FF-B-561b.
Toggle bolts: Federol Specificofion FF-B-588b.
Screws: Federol Specificotion FF-$1I lb.
Noils ond Stoples: Federol Specificotion FF-N-I05o.
Ground Anchoroge: Wood plugs or noiling blocks ore not occeptable for fostening
grounds, funing, or blocking to concrete or mcrsonry. Hordened steel noils, exponsion
screws, toggle bolts, metol plugs, or metol inserts, os most oppropriote for eoch iype of
mosonry or concrete construction sholl be used.
Explosive Driven Fostenlngs: Explosive or powder-drlven fostenings moy be used only
when opproved by fuchitect.
Subfloor Glue: Woterproof, woter bose, oir cure type, cortridge dlspensed.
Insloll froming, sheothing, qnd metol froming onchors In occordonce with UBC, See
Generol Notes on lhe Structurol Drowings.
Set corpentry work occurotely to required levels ond lines with members plumb ond
TruE.
Fit corpentry work to other work. Scribe qnd cope os required for occurote fit.
Provide noilers ond blocking where required.
Shim with metol or slote for beoring on concrete ond mosonry substrqtes. Where
indicoted, grout with l:3 Portlond Cement-Sond groul for full-beoring.
Securely qtloch corpentry work to substrotes by onchoring ond fostening os shown ond
os required by recognized stondords.
Provide woshers under bolt heods ond nuts in contoct with wood.
Noil plywood to comply with the recommendotions of ihe Amerlcon Plywood
Associotion.
Countersink noil heods on exposed cqrpentry work ond fill holes,
Fosteners; Use common wire noilg except os otherwise shown or specified herein. Use
finishing noils for exposed work. Do not wox or lubricote fqsteners thot depend on
friction for holding power. Select fosteners of size thqt will not penetrote members
where opposite side will be exposed to view orwill receive finish moterials. Moke tight
connections between members. Instoll fosteners without splitting of wood; predrill os
required. Do not drlve threoded ftiction type fosteners; iurn into ploce. Tighten bolts
ond log screws ot instollotion ond reiighten os required for tight connections prior to
closing in or ot completion of work
Instoll mqnufociured mqteriols ond systems in qccordonce with monufocturer's
instructions ond opproved submittols. Instoll moteriols ond systems in proper relotion
oA 0210 06lm- 5
with odjocent construction. Coordinote with other work.
L, Comply with monufocfure/s requirements for cuiflng, hondling, fostening ond working
treqted moteriols.
M. Reslore domoged components. Protect work from domoge.
N. Discord unlts of moteriol which ore unsound, worped. bowed, twlsted, improperly
treoted, not odequotely seosoned or too smqll to fobrlcote ihe work with o minimum of
joints or the optimumJointing onongement.
3.02 INSTATLAT|ON (STRUCTURAT FRAMING)
A, Generol
L Set structurol members level, plumb, ond true to line. Discord pleces with defects
thqt would lower required strenglh or resull in unocceptoble oppeoronce of
exposed members.
2. Moke provlslons for temporory construction loods, ond provide temporory brocing
sufficient to molntqin strlrcture in true olignment qnd sqfe condition until
completion of erecflon ond instqllotion of permonent brocing.3. Insioll structurol members full length without splices unles othenvise specificolly
detoiled.
Comply with member sizes, spoclng, ond conffgurotions indicoted, ond fqstener
size ond spocing indicoted, but not less thqn reguked by opplicoble codes ond
AFPAWCD No.I.
Provide miscelloneous memben os indicoted or os required to support finisheg
fixtureg speciolty ltems, ond trim.
Stud Froming:l. Generol: ProMde sfud ftoming where shown. Erect on lines shown, to true plonet
plumb, level ond rigidly secured, Unless otherwlse shown, use 2x6 wood sfuds
spoced 16" o.c. ond ploced with wide foces of rlght ongles to direction of woll or
portiiion.
Plotes: Provide slngle bottom plote ond double-top plotes, 2" thick ond of some
width os studs. Toe noll studs to bottom plotes ond end noil to lower fop plotes.
Foce noil upper top plote fo lower plote. Noil bottom plotes to wood consiruction.
lf bottom plote beors on concrete, fosten with 5/S" diometer onchor bolts, ot 48"
o,c. (mqx.). As o minimum, provide two bolis. eoch withln 12 of the ends of eoch
piece of sill ploie, Overlop top plotes ot corners ond Intersections,
Construct corners ond intersections of portitions ond wolls with noi les thon 3 studs
2" thick to provlde beorlng surfoce for woll finlshes.
Secure ends of portilions obuttlng mosonry or concrete with I /? diometer
exponsion bolts or power-drlven sfuds locoted neor end ond nof more thon 4'o,c.
between ends,
Provide blocking in continuous horizontol row ot mid-height of single story portillons
over 8'hlgh, ond of midpoint between floors of multFstory pqrtitions, using 2" thick
members of some width os sfuds,
Frome openings with double studs (triple for openings wider thon 6') ond heqders
of single or double members of thlcknes equol to width of sfuds. Set heoders on
edge ond support on jomb studs. Provlde heoders of depth shown, or if not shown,
provide heqders for exterior openings ond beorlng pqrtitions os required by Toble ll
of N.F.P,A. "Monuol for House Froming", ond for non-beoring portitions provide o
depth of not les thqn 4n for openlngs 3'ond less in wldth ond not less thon 6" deep
for wider openings.
Gobles: Frome goble end wolls os shown. Cut sfuds to fit ond toe noil to top plotes
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of woll frqmlng. lf roof froming overhongs ot goble end, provide top plote for
goble end woll fromlng. lf roof froming is flush wilh goble end woll, noich studs to
fit qnd noll to end rofier.
Columnsl. For buili-up wood columns: lominote 2x members with continuous exterlor glue ond
stitch noiled wiih stoggered l6d noils of 4'o.c. Lqminotions sholl be dry (ess thon
l6% moisture content) when glued. Longitudinol splices not ollowed.
Joist Froming:
L Provide joist slzes ond spocings indicoted on the drqwings.2. Instoll with crown edge up ond support ends of eoch member with not les thon I
l/2" of beorlng on wood or meiol ond not les thon 3" of beoring on mosonry.3. Provide solid blocking:
o. At bottom beoring member ends unless noiled to o continuous heoder, noiler,
or rim boord
b. Between members crossing over o beoring point
c. Use blocking 2" thick by depth of joists.
Use metoljolst hongers unless otherwise detoiled. .
Lop members froming from opposite sides of beoms, girders, or portiiions not less
thon 4" or securely tie opposing members together.
Anchor mosonry beoring members wlth 114" x | | 14" metol strop or oT' onchors with
woll ends bent 4' into mosonry joint of every second joist. Extend onchors not less
thon l'-4" olong bottom of joist end ond noil.
Anchor members porolleling mosonry with 1 1 4" x 1 1 / 4" metol strop onchors spoced
not more thon 8'o.c. Extend onchors of leosl 4" into mosonry, turn up 4" ond
extend over ond fqsten to 3 joists.
Frome openlngs with heoders ond trimmers. Double heoders ond trimmers where
spon of heoder exceeds 4'. Support with metol jolst hongers counlersink top ond
bottom.
Under jomb studs ot openings, provide solid blocklng between joisis.
Under non-lood beoring portiiions, provlde double joists seporoted by solid
blocking equol to width of siuds obove.
I L Do not notch in middle third of joisis, ond do not exceed l/6 of depih of member
for depth of notches in top or bottom of joists. Limit end notches to I /3 of depth of
member.'l2. Do not bore holes closer thon 2' from lop or bottom of joists, ond limit diometer to
l/3 of depth of member.
13. Bridge between Jolsts where nominol depth-to-thlckness rotio exceeds 4, with bevel
cui lx4 or 2x3 double-crosed wood brocing, orwith solid bridging 2" thick by
depth of joist. End noil solid bridging toJolsts, ond noil both ends of cross-brldging.
Provide bridging os required by code, but not les thon one line of cenier bridging
for spons over l0r, ond bridging spoced 8' o.c. for spons over I 6'.
E. Rqfter ond Ceiling Joist Froming:
1 . Ceiling joists: Provide member size ond spocing shown, ond os previously specified2. Rofters: Provide member size ond spocing shown. Notch to fit exterior woll plotes
ond toe noil or use speclol metol froming onchors, Double rqfters to form heoders
qnd trimmers of openings in roof froming 0f ony), ond support with metol hongers.
Where rofters obut ot ridge, ploce dkectly opposlte eoch other ond noil to ridge
member or use metol ridge hongers,
3. At volleys, provide volley rofter of size shown, or if not shown, provide rofler twice
os thick os regulor rofters qnd 2" deeper. Bevel ends of jock rofters for full beoring
ogoinst volley rofter.
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oA02t0 06lm- 7
At hips, provide hip rofters of size shown, or if not shown, provide of some thickness
os regulor rofters ond 2" deeper. Bevel ends of jock rofters for full beoring ogoinst
hip rofters.
Collor tiebeqms: Where roof rofters ore conceoled obove ceiling froming, provide
Ix6 boords between every third poir of rofters. Locote below ridge member, one-
third of disionce to ceiling joists. Cut ends to fit slope ond noil to rofters.
Provide speciol froming os shown on drowings for eqves qnd overhongs.
F. Plywood Sheothlng ot Roof:
l. Provide plywood roof sheothing where shown. Instqll with foce groin ocross
supports, using ponels continuous over two or more spons with end joints between
ponels stoggered ond locoted over center of supporfs.
Stqgger ends of odjocent sheets 4'-0'where possible.
Unles noted otherwise in the drowings, noil sheothing 6" o.c. olong ponel ends ond
I ? c.c. ot intermediote supports for spons less fhon 48" using 6d common noils for
ponels I /2" or less, 8d common nqlls for ponels over I /2" but less l" thick qnd 8d
ring shonk or spirol threod noils or lOd common noils for ponels l" or more thick. For
spons 48" or greoter, spqce noils 6" o.c. of qll supports.
Ponel edge clips: Instoll of sheothing joints withoui fongue-ond-groove joints.
G. Plywood Sheothing ot Subfloor:
l. Provide plywood subflooring where shown. Instoll with foce groin ocross supports
wiih end joints between ponels locoted over center of supports,
Siogger ends of odjocent sheeis 4'-0'where possible.
fiprply !/a" continuous beod of glue ot eoch joist (2 beods ot butt joints) immediotely
before loying ponel. Set ond nqil sheet leoving l/16" spoce ot ends ond edges.
Unless noted otherwise in the drowlngs, nqil 6" o.c. of ponels ends ond 10" o.c. ot
intermediote supports using 6d common noils for l/2" ponels ond 8d common noils
for thicker ponels.
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Plywood Woll Sheothing:l. Provlde plywood woll sheothing where shown, Instoll horizontolly or verticolly using
ponels continuous over 2 or more spons.2. Unless noted otherwise in the drowings, noil edges ond ends over supporls ot 6"
o.c. ond of l2" o.c. over intermediote siuds, uslng 6d noils for ponels not more thon
I /2" thick ond 8d noils for lhicker ponels.
Fiberboord Sheothing:l. Provide fiberboord woll sheothing where shown. Fosten eoch unit to intermediote
supports ond then ot edges ond ends.2. Drive fosteners ot leost 3/8" from edges ond ends. Use I I gquge golvonlzed
roofing noils with 7116' ot 318" heqds o minimum length of 1 112', 6d common noils,
or 16 gouge golvonized sioples with 7/16'crown ond o minimum length of I l/8".
END OF SECTION
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WOOD DECKING
'- PAFT I GENERAL
t r.0r RETATED DOCUMENTS
t A. A. Drowings ond generol provisions of Controct, including Generol ond Supplementory
Condilions ond Division I Specificotion Sections, opply to work of this section.
I r.02 woRK rNcruDED
A, Wood Decking includes oll lobor. moteriqls, ond equipment necessory ond required io
I provide oll structurol wood decking shown on Drowing$ including
I l. Wood decking for roofs
2. Wood decking for floors2 Wood decking for bolconiesII r.03 RELATED WORK SPEC|F|ED EUiEWHERE
A. Division 5 Metol Fobricotlons: miscelloneous steel connectors ond supporl ongles for
I wood ftoming.
- B. Division 6 Rough Corpentry
I C. Division 6 Heovy Timber
r D. Division 6 Premonufociured Wood Trusses
I E. Dlvision 6 Pre-engineered wood jolsts
I F. Division 6 Glue Lominoled Structurol Members
I.(M REFERENCES
I A. All referencesorelotestedition,U.N.O.
.- B. AITC 200 Inspection Mqnuol
I C. ANSI/AITC AI9O.I Structurol Glued-Lominoted limbers: Soflwood ond HordwoodI'r species,
I D. NDS - Notionol Design Specificolion for Wood Construction os published by the
f Americon Forest ond Poper Assoclotion.
E. RIS (GR) - Stondord Specificotions for Grodes of Colifornio Redwood Lumber; Redwood
I hspection Service.I F. SPIB (GR) - Siondord Groding Rules for Southern Plne Lumber; Souihern Pine Inspection
Bureou, Inc.
I G. WCLB (GR) - Stondord Grodlng Rules for West Coost Lumber No. l7; West Coqst Lumber
Inspection Bureou; includlng supplements there to.
I H. WWPA G-5 - Western Lumber Groding Rules; Western Wood Products Associotion.
- L UBC - Uniform Building Code, lqtest ediflon, Internotionol Conference of Building
^rficiols (CBO), BOCA- Bosic Bullding Code.II 1.05 aUAUTYCONTROT
A. Controctor is responsible for, ond shqll conirol quoliiy of ol moteriqls qnd workmonship,
oA021o 06125- I
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Including workmonship ond moteriols furnlshed by subcontroctors qnd suppliers.
L Include procedures, meons ond methods, etc,, thot will result In instolled wood
deck meeting requlrements of these speclficotions ond referenced codes ond
stqndords,2. Correci work which does not conform to specifled requirements in o monner, ond
wlth mqteriols, opproved by Architect/Engineer.3. Cost of extro work by Archltect/Engineer to opprove conective work sholl be borne
by Controctor,
B. Comply with governing codes ond regulotions. Use experienced instollers.
C. Members: Morked with AITC quolity mork indicoting conformonce to ANSI l9o.l.
D. Monufocturer:
l. Quolificotions;
o. Member of the Americon lnstitute of Tlmber Construction (AITC) with minimum
of five yeors experience in fobricotion.2. Approved ogencies:o. Timber Products Inspection, P.O, Box 55878, Portlond, Oregon 97238, fi3-2 -
on4.b. Accepted substitute in occordonce with Division l.
3. limber inspectlon ogency testing: Pold by Controctor
I.06 SUBMITIAIS
A. Submit ONE (l) REPRODUCIBLE ond FIVE (5) PRINTS of eoch shop drowing.
Reproducible copies of coniroct documents sholl not be used os shop drowings. Shop
drowlngs sholl be reviewed by Controctor prior to submission. Drowings sholl beor
Controctor's opprovol stomp occeptlng responsibility for coordlnotion of dimensions
shown in the controct documents, quontities ond coordinotlon with ofher trodes.
Drowings not beorlng Controctor's stomp moy be rejecfed ot the discretion of the
Architect or Strucfurol Engineer. Reproduclble prlnts will be returned wlth
Architect/Engineer comments. Allow 14 colendor doys In the Strucfurol Englneer's
office for review of shop drowlngs.
B. Submit TWO (2) copies of mqnufocturers llterqfure ottesting to the following:l. Deck propertles, species, etc.2, Lood copoclty of the deck on the spons shown on the drowings.3, Finish.
I.07 DEI]VERY SIORAEE AND HANDTING
A. Hondling: Hondle with core to ensure thot exposed decking is undomoged ond
unmorred on exposed foces,
B. Domoged ond woter stoined units sholl be rejected.
C. Shipment: Provide protective wrappers for decklng durlng shipment.
D. Storoge: Stock decking minimum of six inches obove ground to ensure proper
ventilqtion qnd cover wlih woterproof covering.
PART 2 PRODUCIS
2.OI ROOF DECK
A. Monufocfurers:l. Filler King Compony2. Shelton Structures, Inc.
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3. Accepted substitute in occordonce with Dlvision l.
Description:
l. Generol; sound, thoroughly seosoned, qnd free from significont surfoce defects,
2. Species: Douglqs Fir - Lorch.
3. Grode: Select siructurol. or os indicoted on the structurol drowings
4. Sizes: 2x6 nominol, or os indicoted on the structurol drowings
5. Fobricoiion ond finish: os indicoted on the orchitecturol drowings
Adhesive: AWSI/AITC 190.1 wet use odhesive.
Noils: Size ond type os recommended by decking monufqcturer for thickness ond spons
unless more stringent noiling indicoied on structurol drowlngs.
E. Trgotment: None required
2.02 FLOOR DECK
A. Monufocturers;l. Filler King Compony2. Shelton Structures. Inc.
3. Accepted substitute in occordonce with Division L
B. Descriotion:
'| . Generql: sound, thoroughly seqsoned, qnd free from significont surfoce defects.2. Species: Redwood.
. 3. Grode: Select structurol, or os indicoied on the siructurol drowings4. Moisfure content: 19% or less moisfure content.5. Sizes: 2x6 nominol, or os indicoted on the structurol drowlngs6. Fobricotion ond finish: os indicoted on the orchitecturol drowings
C, Adhesive: AWSI/AITC 190.1 wet use odhesive,
D. Noils: Size ond type os recommended by decking monufocturer for thickness snd spons
unles more stringent noiling indicoted on structurol drowings,
E. Treotment: None required
2.03 BALCONY DECK
A. Monufoclurers:'L Filler King Compony2. Shelton Structureg Inc.3. Accepted substitute in occordonce with Division L
B. Description:
l. Generol: sound, thoroughly seosoned, ond free ftom signlflcont surfoce defects.2, Species: Redwood.3. Grode: Select structurol. or os Indicoted on the structurol drowings4. Moisture content: l9% or less moisture content.5. Sizes: 2x6 nominol, or os.Indicoted on the strucfurol drowings6. Fobricotion qnd linlsh: os Indicoted on the orchitecturol drowings7. Adhesive: AWSI/AITC l9O.l wet use odheslve.8. Noils: Size ond type os recommended by decking monufocturer for thickness ond
spqns unless more stringent noiling in structurql drowings.
9. Treotment: None requlred
PARI3 EXECUTION
oA02r0 06125 - 3
3.01 rNsTAttAiloN (GENERAL)
A. Comply with reference stondords ond recommendotions of decklng monufocfurer
B. End joints: stogger odJocent courses minimum one support spocing
C. Noiling:
L Noil eoch course to odJoinlng course, Offset noiling ln odjocent courses. Use
odditionol noils eqch dde of end jolnts.
2. Noil eoch course to oll supports.3. Spoce noillng In occordonce with reference stondords ond decking
monufocfu rers recommendotions.4. See drowings for odditionol specific requirements
D, Resiore domoged components. Protect work from domoge,
E, Discord units of moteriol which ore unsound, worped, bowed, twisted, improperly
treoted, not odequotely seosoned or too smoll to fobricote the work wlth o minimum of
joints or the optimum jointing onongement.
F. Moke provislons for temporory constructlon loods, ond provide temporory brocing
sufficient to mointoin struclure in true olignment ond sofe condition until completion of
erection ond instqllqtion of permonent broclng.
3.0i1 rNsTArrATtoN (BAtcoNy DECK|NG)
A. Screw eoch boord with iwo non-corrosive decking screws to eoch support. Provide
3/16" gop between boords. Stogger joints in odjocent boords.
END OF SECTION
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oA02l0 06125 - 4
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I SECilON 06t31
HEAVY IIMBER
I PART I GENERAT
I r.0t RELATED DOCUMENTS:
t A. Drowings ond generol provisions of Controct, including Generol ond Supplementory
Conditions ond Division I Specificotlon Sections, opply to work of this section.
I r.o2 woRK rNcruDEDIA. Definitions
r L Heovy limber: for the purposes of ihis speclflcotion. heovy timber is defined os solid
t Ht?:jr;Ttr,il;ilo-. hoving o nomlnol dlmension of 4" ond over in both
I B. Heovy timber work includes oll lobor, mqteriols, ond equlpment necessory qnd required
I to provide oll heovy timber construction shown on Drowings, includingl. Heovy timber beoms purlins, stringers ond outriggers
r 2. Heovy timber posts, knee broces ond struts,
I 3, Heovy timber trussesr 4. Heovy timber trellises
5. Rough hordwore qnd connections
-r I.O3 RELATED WORK SPECIFIED ETSEWHEREIA, Division 5 Metol Fobricotions: miscelloneous steel connectors ond support ongles for
I wood froming,
I B. Division 6 Rough Corpeniry
t- hr,ision 6 Wood DeckingII D. Division 6 Premqnufoctured Wood Trusses
E. Division 6 Pre-engineered wood joists
I F. Division 6 Glue Lominoted Structurol Members
I.O4 REFERENCES
I A. All references lotest edition U,N.O.!B. AWPA C2 - Lumber, Timber, Bridge lies ond Mine Ties - Preservotive Treotment by
I Pressure Processes; Americon Wood-Preservers'Associqtion.
I C. NDS - Notionol Design Specificotion for Wood Construction os published by the
Americon Forest ond Poper Associotion.
I D. PS 20 - Amerlcon Softwood Lumber Stondord; Notionol Institute of Stondords ondr Technology (Deportment of Commerce); tCa9.
I E. RIS (GR) - Stondord Speciflcotions for Grodes of Colifornio Redwood Lumber Redwood
t Inspection Service; 1997
F, SPIB (GR) - Stondord Groding Rules for Southern Plne Lumber; Southern Pine Inspection
I Bureou, Inc.; 1994.
r G. WCLB (GR) - Stondord Groding Rules for West Coost Lumber No. l7; West Coost Lumber
Inspection Bureou; 1996. Suppl. Vll (1996) A Vlll (1997).II oAo2ro o6rsr - r
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H, WWPA G-5 - Western Lumber Grodlng Rules; Western Wood Products Associotion; 1998.
L UBC - Unlform Building Code, lotest edifion, Internoiionol Conference of Building
Officiols (CBO).
t.os QuAuwcoNTRot
A. Controctor is responsible for, ond sholl control quoliiy of ol moteriols ond workmonship,
including workmonship ond moteriols furnlshed by subcontroctors qnd suppliers.L Include proceduies, meons ond methods, etc., thot will result In Instolled heovy
fimber meeting requhements of these speclficotions ond referenced codes ond
siondords,2. Conect work which does not conform to specified requirements in o monner, ond
with moteriols, opproved by tuchiieci/Engineer.3. Cost of exho work by Architect/Engineer to opprove conectlve work sholl be borne
by Controctor,
B, Comply with governing codes ond regulotlons. Provide products from occeptoble
monufocturers which hqve been in sotlsfoctory use in similor servlce for oi leost three
yeors, Use experienced inslollers. Deliver, hondle, ond store moteriols In occordonce
with monufocturer's lnstructions,
C, Lumber: For eqch use. provide lumber complying with Product Stondqrd PS 20.l, Acceptoble Lumber Inspection Agenclesl Any ogency with rules opproved by
Americon Lumber Stondords Committee.o. NLGA - Notionol Lumber Grodes Authorityb. SPIB - Southern Plne Inspection Bureouc. WCLIB - West Coqst Lumber Inspection Bureoud. WWPA - Western Wood Products Associotion2. Lumber of other species or grodes, or groded by other ogencies, is occeptoble
provlded structurol ond oppeoronce chqroctedstics ore eguivoleni to or better
thon products specified.3, Nominol slzes qre indicoted. Provide octuql sizes complying wlth the minimum size
requirements of PS 20 for the moisfure content specified for eoch use,
D. Submit certlficote of inspection ond grodlng by o recognized ogency wilh eoch
shipment.
I.06 SUBMMAIS
A. Submit Shop Drowlngs for:l Heovy timber trusses, Indlcoting dimensions, wood species ond grodes,
component profiles, drilled holes, fqsteners, connector$ detoils, ond sequence of
erection.2. All fobricoted steel connections ond supports.
B. Submit ONE (l) reproducible ond FIVE (5) coples of eoch shop drowing. Reproducible
copies of controct documenls sholl not be used os shop drowings. Shop drowings sholl
be reviewed by Controctor prior to submlssion. Drowings sholl beor Controctor's
opprovol stomp occepting responsibility for coordinofion of dimensions shown in the
conhoct documentg guontities ond coordinoflon with oiher trodes. Drowlngs not
beoring Controctor's stomp moy be rejected oi the dlscretion of the fuchitect or
Structurol Engineer, Reproduclble prints will be returned wlth Architect/Engineer
comments. Allow l4 colendor doys In the structurol engineers office for review of shop
drowings.
I.O7 DELIVERY STORAGE AND HANDIING
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A. As soon os moteriols ore delivered to slte, ploce under cover ond protect properly from
weother. Do not store or erect moteriol in wet or domp portions of building or in oreos
where plostering or similor work ls to be executed until such work hos been completed
ond hos become reosonobly dry.
B, Protect pre-fobricoted frusses from worplng or other distortion by stocking in veriicol
positlon, broced to resist movement.
PARI2 PRODUCIS
2.OI MATERIAIS
A. HeoW limber Froming:
l. Generol: sound, ihoroughly seosoned, ond ftee from worp or significont surfoce
defects.2. Grode: No. I grode,
3. Species: Hem Fir.4. Finish; Rough Sown5. Exposed Froming: Appeoronce grode.
6. Molsture Content: Moximum 19 percent.
7. Treotment: Koppers Wolmonized pressure Preservotive Treotment
2.02 CONNECTIONS AND ACCESSORIES
A. Bolts: Bolts, nuts. studs, qnd rivets sholl conform to Federol Specificotions FF-B-571 o ond
FF-B-575, os opplicoble. Use ASTM ,4307 unless noted otherwise, Bolts exposed ot
exferior sholl be hot-dip golvonized.
B. Log screws or log bolts: Federql Specificotion FF-B-561b, Use ASTM 4307 unless noted
otherwise.
C. Screws: Federol Specificotion FF-91 I I b.
D. NollsondStoples: Federol SpecificotionFF-N-105o. Usecommonwirenoil lengthond
diometers. Do not use box noils. Threoded hordened steel noils moy be subsiituted for
common size noil of corresponding size. Golvonized noils sholl be hot dip golvonized
ASTM 4153.
E. Steel plotes ond strops: ASTM ,A36, size os indicoted. Unles noted otherwise on
drowings weld plotes together wilh 3/l6" flllet welds oll sides ond tull length of contoct
surfoces unless noted. Use E70 welding electrodes.
F. Premonufoctured iimber connectors: Use products by Simpson Strong-Tie Compony or
qpproved substifute.
2.03 FABRICAIION
A. Heovy timber truses sholl be shop fobrlcoted to lhe greoiest extent possible. Ensure
thot members ore occurotely cut to length, ongle ond true to line to provide tight joints.
Construct qccording to opproved shop drowings.
PARI3 EXECUTION
3.OI INSTALTAIION
A. lnstoll ond connect members in occordonce with UBC
B. Cut froming squore on beorings, closely fil ond occurotely set io required levels ond
lines with members plumb ond true.
oA02l0 06131 - 3
C. Fit corpentry work to other work. Scrlbe ond cope os requhed for occurote fit.
D. Shim with metol or slote for beoring on concrete ond mosonry substrotes. Where
indlcoted, grout wlth l:3 Portlond Cement-Sond grout for full-beoring. Do not use wood
shims for beoring on wood, mosonry, concrete, or metql beorings.
E. Provide woshers under bolt heqds ond nuts in contqct with wood.
F. Restore domoged componenls. Protect work from domoge.
G. Discord units of mqteriol which ore unsound, worped, bowed, twisted, improperly
treqted, not odequotely seosoned or too smoll to fobricote the work with o minimum of
joints or the optimum Jointing orrongement.
H. Moke provisions for temporory construction loods, ond provide temporory brocing
sufflclent to molntoin strucfure in true ollgnment ond sofe condition until completlon of
erection ond instollotion of permonent brocing.
l. Instoll strucfurol members full length without splices unless otherwise specificolly
detolled,
J. Do not cut, notch or bore froming members for possoge of pipes or conduits without
Architect's permission, Reinforce fromlng members os directed where domoged by
cutting,
K. Where splitiing is likely io occur couslng o reduction In member or connection
copocity, pre-bore nqil holes Vz size of nqil diqmeter ond use threoded hordened steel
nolls.
L. Drill bolt holes 1132'to I /16" lorger thon the bolt diomeier. Corefully center bolt hoe
between side ploies ond moin members. Provide stondord woshers between wood
qnd bolt heods or nuts.
M, Anchors, Connectors. ond Supports: Instoll os indicoted on drowings
3.02 TRUSS ERECTION
A. Hoist trusses into position toking core to prevent out-of-plone bending. Set ond secure
truses level, plumb ond in correct locotlons. Provide temporory brocing ond
onchoroge to hold trusses in ploce until permonently secure. Insure truss ends hove
sufficient beoring oreo. lnstqll permonent broclng ond bildging prior to opplicotion of
loods. Field cutiing ond olterlng of memben is not permitted.
END OF SEC1ION
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oA 0210 06131 - 4
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I sEcTloN 0,6t73
I PREMANUFACTURED WOOD TRUSSES
T PART I GENERAL
I l.0l RELAIED DOCUMENIS
I A, Drowings ond generol provisions of Controct, including Generol ond Supplementory
Conditions ond Division I Specificotion Sections, opply to work of this section.
I r.o2 woRK TNcLUDEDIA. Furnish ond instoll prefobricoted wood trusses, consisling of plonor structurol uniis
I fobricoted from dimension lumber cut ond ossembled with metol plote connectors
I prior to delivery to job site, including permonent broclng ond reloted items qs shown on
the drowings ond/or specified hereln.
I r.03 RELATED WORK SPEC|FIED ETSEWHERE
I A. Dlvision 5 Metol Fobrlcotions: Miscelloneous steel connectors ond support ongles for
wood froming.
B. Divison 6 Rough Corpentry
I.O4 REFERENCES
A, AFPA WCD No. I - Monuql for Wood Frome Construclion; Americon Forest ond Poper
Associotion.
B. NDS - Notionol Design Specificotlon for Wood Construction os published by the
Americon Forest ond Pqper Associotion.
C. Design Specificotion for Lighi Metol Plote Connected Wood Trusses, Truss Plote Institute
I 0Pl)
t D. TPI Quolity Control Monuol, Truss Ploie Instltute (IPl).
tr D'rcing Wood Trusses Commentory BWI-76, Truss Plote Institute (IPl).I
I F. PS 20 - Americon Softwood Lumber Stondord; Notionol Institute of Stondqrds ond
Technology (Deportment of Commerce).
I G. UBC - Uniform Building Code, lolest edition, Internotionol Conference of BuildingI Officiots (|CBO).
I H. BOCO - Bosic Building Code
I r.os ouAurycoNTRoL
,- A. Controctorisresponsiblefor,ondsholl control quqlityofoll moteriolsondworkmonship,
I including workmonship ond moterlols furnished by subcontroctors ond suppliers.t L Include procedures, meons ond methods, etc,, thot will result in Instolled pre-
fobricoted meeting requirements of these specificotions ond referenced codes
I ond stondqrds.
I 2, Correct work which does not conform to specified requlrements in o mqnner, ond
with moferiols, opproved by tuchitect/Engineer.
I 3. Cost of extrq work by Architect/Engineer to opprove conective work sholl be borne
I by Controctor. -
B, Comply wiih oll opplicoble provisions of stqte qnd locol building ond sofety codes ond
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06173 - I
other federol OSHA sofety requiremenis ond other codes qnd siondords referenced in
this specificoiion. except where more strlngent requirements ore indicoted or speclfied
herein. Ihese include:
1. Prefobrlcqted metol plote-connected wood huss design sholl conform to ihe
"Design Specificofion for Ljght Metol Plote Connected Wood Trusses" except where
stote/locol codes contoin mgre stringent regulrements,
2. Trusses sholl be fobricoted ln qccordqnce with the "TPl Quolity Conirol Mqnuol".
3. Instoll wood trusses occording io "Brocing Wood Truses Commentorf.4. Wood strucfurol design sholl conform to the NDS.
5. Lumber utilized sholl be stress-groded beoring the grode mqrk of o recognized
inspection ogency sholl conform to the rules ond sevice requlrements of fhe
Amerlcon Lumber Stondqrds Committee qnd P920.
Truss Fobricotor's Quollflcotions: Trusses sholl be monufoctured by o fobricotor regulorly
engoged in producing type(s) of truses speclfled ond who sholl demonstrote o
consistent record of of leost ten (10) successful projects of equol of greoter mognitude
over the precedlng ffve (5) yeors with successful fobrlcollon of trusses comporoble to
type(s) shown on fhe drowings for thls project, Fobricotor must proctice o quoliiy
control progrom which complies with, or is comporoble to, one published in the TPI
"Quolity Stondord for Metol Plote Connected Wood Truses'ond which includes
inspeclion by on independent testing loborotory (lTL) occeptoble to the Architect ond
outhorlties hwing jurisdictlon. lhe Controcfor sholl submit evidence io the Architect ot
time of bld verifying one of the obove required quollflcotions.
Connector Plote Monufocturer's Quolificotlons: Metql truss connector plotes sholl be
supplied by o monufocturer who is o member of TPI qnd who complles with the TPI
quolity conirol procedures for the mqnufocfure of metql connector plotes published in
the TPI "Quolity Stondord for Metol Plote Connected Wood Trusses".
Design Responslbllity: Fobrlcqtor sholl be responsible for oll member ond connection
design ond detoiling, ond for oll dimensionlng, coordinotion. ond erection of trusses.
Controct documents show only bosic locotions ond conflgurotions requlred for trusses,
Detoiled positioning ond spoclng of fruses is the responslbility of the fobricotor.
Truss Design Requirements: Deslgn trusses to resist the deod loods of completed
construction ond the lorger of the lMe, snow, ond wlnd-uplifi loods speclfled on the
drowings or requked in the oppllcoble codes/stondords,l. Bottom chords sholl be deslgned for the live loods reguked in the opplicoble
codes/stqndords,2. Snow loqds sholl be osumed os colculoted for the proJected flot qreo of the roof
surfoce."3, Anchoroges for the trusses sholl be deslgned for specified wind uplift less two-thirds
(2/3) of the resisflng deod lood. Anchoroge devices sholl be os requlred by the
opplicoble building code or os shown on the drowings or specified herein.4. Metol connector plotes sholl be provided from o slngle mqnufociurer.
I,(b SUBMITTALS
A. See Division I - Admlnlstrofive Requirementg for submiliol procedures.
B, Substitutions: Any request for product substitution must be submitted for review, with oll
necessqry documentotion, o minimum of ten (10) doys prior to time of bid. No requests
for substifutions will be consldered qfter bids hove been received.
C. Product Doto: Submit fobricqto/s specificotions ond instslloiion instructions for required
work covering lumbet metol connector plotes, brocing, bridging, hordwore,
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fobricofion, treotment (f ony). hondling, delivery, ond erection. Submit certificote,
signed ond seoled by on officer of the fobrlcoting flrm, indicoting thot trusses io be
supplied for the project comply with indicoted requiremenis.
D. Schemotic Geometry Drowings: Submit dimensioned truss unit loyout/froming plon for
oll truss work ond schemotic geometry drowings for eoch type of truss unit indicoting
chord ond web member loyoui ond proposed sizes for eoch truss. Structurol drowings
indicqte generol concept ond schemotlc loyout for truss froming ond generol truss
design requirements only. Coniroctor is responsible for developing finol truss loyout
plons ond truss geometry configurotions. Coordinote truss chord ond web members
locotions with orchitecturol qnd mechonicol (ductwork ond plumbing) drowings to
provide odequote cleqronces ond openings for requked items. Coordinote
requirements for truss conflgurotiong chord slopes, ewe dimensions, work points,
voulted ceilings, speclql orchitecturol openings, etc. with orchitecturol drowings.
Coordinote requirements for truss design loods, speciol loods, truss beorings, ond
connections with structurol drowings,
E. Truss loyout ond/or geometry moy require revision to comply ond coordinote with other
requirements. Do not proceed with truss englneering or preporolion of truss shop
drowings until loyoul ond geometry drowlngs hove been occepted by the orchitect
ond structurol engineer. Revision of proposed truss geometry required by the Architect
or Struciurol Engineer will not constitute o revision or chonge to the controct.
F. Shop Drowings: Submit shop drowings, moteriol descripiions. design criterio, stress
computotions (colculotions), identificofion of compuier progrom input ond output
informotion, ond ofher informoiion for review, including but not limited to thot identified
below;l. Shop fobricotion ond erectlon detoils, including temporory ond permonent
brocing ond bridging.2. Configurotion, pitch, spcln, spqcing ond cqmber for eoch type of trus.3, Design loodings ond their qpplicotion to the truses.4. Slress diogroms, ollowoble design unit streses ond lood durotion foctors.5. Lumber size, species, ond grode for eoch member of the truss.6. Metol connecior plote doto including type, goge. size, description, ond locotion of
eoch connector ond type, size, qnd number of noils required, if ony, to be used
with eoch plote.
7. Length of beoring required.B. Truss design identificotion ond locotion mork to show locotion of eoch truss In the
structure.
G. Shop drowings ond colculotions shqll be slgned ond seoled by the professionol
engineer, reglstered in the stote where the project is locoted, who is in responsible
chorge of the design ond detolling ond proper implementotlon ond coordinotion of
the shop drowings, Strucfurol engineer's review of submitlols from fobricotor will begin
only ofier fobricqtor's complionce with this design requkement.
H, Submit ONE ('l) reproducible ond FIVE (5) copies of eoch shop drowing. Reproducible
copies of controct documents sholl not be used os shop drowings. Shop drowlngs sholl
be reviewed by Controctor prior to submlsslon. Drowings sholl beor Controctor's
opprovol stamp occepting responsibility for coordinoiion of dimensions shown in ihe
controct documents, quontities ond coordinotion with other trodes. Drowings not
beorlng Controctor's stomp moy be rejected of the discretlon of the Architect or
Structurol Engineer, Reproducible prints will be refurned with Architect/Engineer
commenis. Allow 14 colendor doys in the strucfurol engineers office for review of shop
drowings.
oA 0210 06r73 - 3
l. Shop drowings should be submltted incrementolly os qppropriote pockoges ore
prepored to equolize the workloqd for review of the drowlngs. Submision of o
lorge volume of shop drowings of one tlme moy result in revlew times which will
exceed those noted obove, Definition of o "lorge volume" of shop drowings is
subject to interpretolion.2. Controctor sholl provlde in Ns schedule for the obove noted time ond for
opproprioie odditionol tlme for delivery (shipping) of drowings, No cloims moy be
mode on the port of the Controcior for deloy of the project due to shop drowlng
revlews which occur withln the qbove stoted time llmlts or for reviews which toke
greoter time thon noted obove due to submlssion of o lorge volume of shop
drowlngs of one time
3, Shop drowlngs rejected due lo non-complionce with the structurol documents
sholl be resubmltted with the some time requlrements for review qs noted obove,
No cloims moy be mode on the port of the Controctor for deloy of the p@ect due
to shop drowings rejected due to non-compllonce wlth the structurol documenis.
Such deloys, if they occur, sholl be qttrlbutoble entkely to the Contrqctor's
Fobrlcotor. Shop drowings submltted for more thqn iwo reviews due to fqbricotor's
non-compllonce sholl result in time for oddltionol engineering servlces belng
chorged to the Controctor.
I.O7 DEIIVERY, SIORAGE, AND HANDLING
A, As soon os moteriols qre dellvered to siie, ploce under cover qnd proiect properly from
weother. Do not store or erect moteriol in wet or domp portlons of building or in oreos
. where plostering or similor work is to be executed until such work hqs been complefed
ond hos become reosonobly dry.
B. Support stocked ond pressure treoted products io prevent deformotion ond to ollow oir
clrculotion.
C. Protect site fobrlcoted truses from worping or other distortion by stocking in verflcol
posifion. broced to reslst movement,
PART2 PRODUCIS
2,OI MATER]AIS
A. Trus Lumber: Monufocfure lumber ond provide ocfuol slzes os required by P92O for
dressed lumber, S4S, with oppllcoble groding rules of inspection ogencies certified by
the Americon Lumber Stondqrds Committee's (ALSC) Boord of Review. Nominol sizes
qre shown except os shown by detoll dimensions. For oll truss members use kiln-dried
no, 2 grode or better lumber with 15% moxlmum moisture content ot time of dressing.
Provide foctory morked lumber wiih type, grode, mill, qnd groding ogency complylng
with one of the followlng:1. Southern Pine lnspection Bureou - SPIB.2, West Coost Lumber Inspection Bureou - WCUB.
3. Western Wood Products Assoclofion - WWPA.
B. Provide ony species ond grode which hos been mochine stress-roted qnd certified ot
indicoted moisture content to comply with the requirements indlcoted below for design
volues of single member uses:L "Fl" (tension porollel to groin): 800 psi
2. "Fb" (exheme fiber bendlng): 1550 psi
3. "FV'(horizontol sheor): 95 psl
4. "Fc" (perpendiculor to groin): 375 psi
5, "Fc" (porollel to groin): 825 psl
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6. "E' (modulus of elosticify): 5OO ksi
C. Permonent Bridging ond Brocing; Stress grode kiln-dried no. 2 grode or better lumber
with 15% moximum moisture content qt time of dressing conflrmlng to P$20 ond
requirements speclfied under Division 6.
2.@ IREAIED WOOD PRODUCIS
A. Provide flre+eiordoni treotment, where shown, conforming to AWPA Stondqrd C20 for
pressure impregnotion with fire-retordont chemicols; fiome spreod roting - 25 or better
per ASTM EM, with no increose in flome spreod or significont progressive combusfion
upon continuolion of test for on qdditlonol 2O minuies,
B, Moisture Content: Moteriols sholl be dried ofter treotment to on overoge moisture
content of l9%.
C. Edge Treotmeni: Brush-coot surfoces of lumber sqwed or cut ofier treotmeni with some
preservotive used qt plont.
2.03 FABRICATION
A. Cut truss members to occurote lengths, ongles, ond sizes to produce close-fltting joinis
with designed wood-to.wood beoring in ossembled units.
B. Use metol connecior plotes designed for types of joints ond stresses required. Locote
occurotely ond fosten securely,
C. Corefully ossemble trusses in precision jigs to ossure uniformity ond occurocy ond to
provide olignment ond full-beoring of wood members. Position members to produce
design comber os shown.
D. Mork trusses occording to the opproved truss loyout to show locotions in the structure.
2.04 CONNECIIONS AND ACCESSORIES
A. Metol Connector Plotes: Subject to complionce with requirements, provlde metol
connector plotes from one of the following monufocfurers:
'| . Alpine Engineered Products2, Clory Corporoilon3. Gong Noil Systems, Inc.4, Hydro-Air Engineering, Inc5. Inter-Lock Steel Co., lnc.6. Link-Wood Construction Sysiem7. Lumbermote Compony8. Robbins Monufocturing Co9. Tee-Lok Corp'10. The PoneFclip Compony
I l, Trus Connectors of Americq
12. Truswol Systems Corp
B. Bolts: Bolts, nuts, studs. ond rivets sholl conform to Federol Specificotions FF-B-571o ond
FF-8-575, os opplicoble.
C. Noils ond Stoples: Federol Specificofion FF-N-I05o.
PART 3 EXECUIION
3.OI INSTAILATION
A. Hondling:
oA 0210 06173 - 5
l.Holsf units into ploce by meons of lifting equipment suited to sizes ond types of
trusses required. Lift only from locolion/points recommended by the fobricotor to
prevent overstressing members ond joints.
Exercise cqre not io domoge truss members or joints by out-of-plone bending or
other couses.
B. Erectlon:
I . Generol: Erect qnd broce trusses to conform to recommendotlons of the
monufocturer qnd the Truss Plote InstiMe OPI). Erect trusses with plone of web
verticol (plumb) ond porollel to eoch other; locote qccurotely ot design spoclngs
shown to form true roof plones, stroight ridges, hlps ond volleys,
Doubled Trusses: the second truss of doubled trusses moy be insiolled ofter
plocement of oll trusses of normol spoclng required.
Anchoroge: Anchor trusses to supporting plotes or froming plotes os indicoted on
the drowings. Toe.noiling to top plotes is NOT PERMITTED. Metol connector plotes
ore requlred,
Brocing: lnstoll permonent brocing ond reloted components to provide loterol
stobility for trus units to enqble truses to withstond llve ond deod loods, including
loterol loods. ond comply with other indicoted requirements.
C. Inspection:'L Generol: Truss fobricotor's Registered Engineer sholl inspect instolloiion of oll trusses
ond permonent brocing ond sholl certify truss lnstollqtlon to be in complionce with
trus plons ond erection requirements. Controctor SHALL NOT BEGIN roof sheothing
until obove certificotion ls completed ond submitted to structurol engineer.
END OF SECTION
2.
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I PREFABRICAIED WOOD JOTSTS AND BEAMS
I PARI I CENERAT
I.OI RELATED DOCUMENTS
II A. Drowings ond generol provislons of Controct including Generol ond Supplementory
Conditions ond Divlsion I Specificotion Sections, opply to work of this section.
f r.o2 woRK rNcruDEDIA, PrefobricotedwoodJoists include
- L Prefobricoted structurol wood l-joists
I 2. Prefobricoied Lominoted Veneer Lumber (LVL)
- 3. Prefobricoted Lominoted Strond Lumber (LSL)
4. Associoted bridging, hongers, sguosh blocks, beoring stiffeners qnd other
I occessories
I B. Where commerciol products ore indicoted, monufocfurer sholl dzd ond detoilJoists to fit
I dimensions ond support loods indicoted on structurol drowings
I r.o3 RELATED woRK spEcrFrED ELsEwHERE
A. Division 5 Metol Fobricotions: miscelloneous steel conneciors ond support ongles for
I wood ftoming.
r B. Division 6 Rough Corpentry
I I,04 REFERENCES
I A. All references lotest edition u.n.o.
I B. NDS - Notionol Design Speciffcotlon for Wood Construction os published by the
I Americon Forest ond Poper Assoclotion.
C. UBC - Uniform Building Code, lotest edition. Internotionol Conference of Building
I Officlqls (ICBO).
I I.O5 OUAIITYCONIROL
I A. Coniroctor is responsible foc ond sholl confrol quolity of oll moteriols ond workmonship,
I including workmonshlp ond moteriols furnlshed by subcontroctors ond suppliers.L lnclude procedures, meons ond methods. etc., thot will result in instolled
I 3:.J::n3t:r:jdstmeetins
requirements of these specificotions ond referenced
l| 2. Conect work which does not conform to specified requirements in q monner, ond
with moteriols, opproved by Archltect/Engineer.
I 3. Cost of extro work by Archltect/Engineer to opprove corrective work sholl be borne
I by Controctor.
B. Comply with governing codes ond regulotlons. Use experienced instollers.
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A. See Divlsion One - Administrotive Requirements, for submittol procedures.
I B. commeroqr ProoucTsr L Provide shop drowings showing loyout ond size of oll wood Joist products
2. Include metol hongers ond connectors
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06176 - I
I.O7 DELIVERY STORAGE AND HANDLING
A. Hondle ond store joists in o verticol position.
B. Storoge: Store well obove the ground ond keep continuously dry.
PART 2 PRODUCIS
2.01 wooD t-JotsTs
A. Monufocturers:
L Trus Jolst MocMillon
2. Approved substitute in occordonce with Division l. Proposed substitutions must
meet or exceed strength ond stiffness of producis shown in the drowings.
B. Descriptlon:
l. Joists: Depth ond series os shown on plon or opproved substitute
2, Accessorles: Provide bridging, occessorles ond ottochment hordWore os required
by monufocfurer's stondord instollotion procedures qnd os indicoted,
2.02 Lqminoled Slrond Lumber ([SL)
A. Monufocfurers:L Trus Joist MocMillon
B. Description'L Size os shown on plons
2. Minimum properties:
Modulus of Elositicity, E = 1,3m,000 psi
Bonding Strength = 1,700 psi
Sheor Strength = 400 psi
3. Where multiple ply members ore colled for, lqminote in occordonce with
monufocture/s recommendotions
2.03 Lominofed Vene€r Lumber (LVL)
A. Monufocfurers:'1. Trus Joist MocMillon
B, Description
L Size os shown on plons
2. Minimum properiies:
Modulus of Elositicity. E = 1,900,000 psi
Bending Strength = 2,6m psi
Sheor Sirength = 285 psi
3. Where multiple ply members ore colled for, lominqte in occordonce with
monufocturer's recommendotions
PARI3 EXECUIION
3.0r TNSTALLAT|ON (GENERAI)
A. Restore dqmoged componsnts, Protect work from domoge,
B. Discord units of moteriol which ore unsound. worped, bowed, twisted, improperly
treoted, not odequotely seosoned or too smoll to fobricote the work with o minimum of
joints or the optimum jointing orrongement.
C. Moke provisions for femporory constructlon loods, ond provide temporory brocing
sufficient to mointoin structure in true olignment ond sofe condition until completion of
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I erection qnd instollofion of permonent brocing.
3.02 TNSTATTATTON (WOOD !-JOISIS)
I A. Instoll in occordonce wifh monufocfurer's recommendotlons ond os Indicoted onr opproved shop drowings (commerciol products) or structurol drowings (residentiol
products).
t B. Ploce joists in posiiions indicoted on opproved shop drowings (commerciol products) or
strucfurql drowings (residentlol products), ond support In monner indicoted.
I C. Keepjoistsinuprightpositionqtoll times.
D. Hold chords in stroight line from time of settlng until sheothing is opplied,
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06176 - 3
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I SECTION 06t80
GTUED.LAMINAIED SIRUCTUMT MEMBERS
I PARI I GENERAT
I.OI RETAIED DOCUMENIS
II A. Drowings ond generol provisions of Controct, including Generql ond Supplementory
Conditions ond Divisions I Specificotion Sections, opply to work of this section.
I r.o2 woRK INcLUDED
I A. Glue Lqminoted work includes oll lobor, moteriols, ond equipment necessory ond
_ required to provide wood members built up form l" or 2" nominol thickness lumber
I glued foce-to-foce to o depth of 2 or more lominoiiong including:r 1. Stroight beoms such os glrders ond purlins, ond cqbered members2. Curved or orched structurol members (with curved glue llnes)I 3. Columns
I 4. Prefobricoted trusses with chords of glue lominoted timber
I.03 RETATED WORK SPECIFIED ETSEWHERE
I A. Setting onchors in concrete - Division 3.
B. Metol Fobricotions: miscelloneous sieel connecfors ond support ongles for wood
I froming - Division 5,
r C. Heovy Timber Froming - Division 6.
I 1.04 REFERENCES
I A. All references ore lotest edilion U.N.O.
R ^t\rsl Al9O.l Structurql Glued-Lominoted Timber.II C. AITC lM Typicol Construciion Detqils.
D. AIIC I l0 Stondord Appeoronce Grodes for structurol gluedJominoted timber.
I E. AITC I I I Recommended Proctice for Protection of Structurol Glued Lominoted Timber
During Tronsit, Storoge ond Erection.
I F. AITC I l7 Design ond monufocturing, Stondord Specificofions for Structurol Glued-
I Lominoted Timber of Softwood Species.
G, AWPA C2O - Structurol Lumber - Fire Retordont Treotment by Pressure Processes;
I Amerlcon Wood-Preservers'Associqtion,
I H. NDS - Notionql Design Specificotion for Wood Construction os published by the
arnericqn Forest ond Poper Associofion,II L PS 20 - Americon Softwood Lumber Slondord; Notionol Instiiute of Stondords ond
Technology (Deportment of Commerce).
I J. RIS (GR) - Stondord Specificotlons for Grqdes of Colifornio Redwood Lumber; Redwoodt Inspection Service.
K. SPIB (GR) - Stondqrd Groding Rules for Southern Pine Lumbec Southern Pine Inspection
I Burequ, Inc.I L. WCLB (GR) - Stondord Grodlng Rules for Wesl Coqsi Lumber No. l7; West Coost Lumber
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lnspection Bureou; Supplements Vll & Vlll.
M. WWPA G-5 - Western Lumber Groding Rules; Western Wood Products Associotion.
N. UBC - Uniform Building Code, lotest edltion, Internotionol Conference of Buildhg
Officiols (ICBO).
O. BOCA - Bosic Buildlng Code
r.os QUAUTYcoNIRor
A. Controctor ls responsible for, ond sholl control quolity of glue lominoted structurql
memben ond wokmonship, including workmonshlp ond moteriols furnished by
subcontroclors ond suppliers.L lnclude procedures, meons ond methods, etc., thotwlll result in glue lominoted
construction meeting requirements of these specificotlons qnd referenced codes
ond stondords.2. Conect work which does not conform to specified requirements in o monner, ond
with moterlols opproved by tuchltect/Engineer,3. Cost of extro work by fuchitect/Engineer to opprove corrective work sholl be borne
by Controctor.
B. Comply with governing codes ond regulotlons. Provlde products from qcceptoble
monufocfurers which hqve been in sotisfoctory use In similqr service for of leqst three
yeors. Use experienced instqllers, Deliver, hondle, ond sfore moteriols in qccordonce
with monufocfu rer's lnstructions,
C. Monufocturer shqll be o member of Americon Instltute of limber Construciion (AITC)
with minimum of five yeon experience in fobricotion glued - lominqted structurol units,
quolified to opply the AITC "Quolity Inspected" mork.
D. Deslgn: Where portlons of the finol design for glue lomincrted structurol members ore
indlcoted os the mqnufqcture/s responsibillty (ony element of design considerotion),
comply with oppllcoble provisions of AITC I 17.
E. Lumber; For eoch use, provide lumber complying with Product Stondord PS 20.L Acceptoble Lumber Inspection Agencles:o. Any qgency with ndes opproved by Amerlcon Lumber Stondords Committeeb. NLGA - Noflonol Lumber Grodes Authorityc. SPIB - Southern Pine Inspectlon Bureoud. WCLIB - West Coost Lumber Inspection Bureoue, WWPA - Western Wood Products Associotion2. Lumber of other species or grodes, or groded by other ogencies, is occeptoble
provided structurol ond oppeoronce chorqcterisfics ore equivolent to or better
thon products specified.
F. Foctory mork: Members sholl be morked with AITC quolity mork indlcoting
conformonce to ANSI Al 90.1 . Ploce mqrk on timber surfoces which will not be exposed
in completed work,
G. Certificote of inspection: Certlllcote of inspecfion ond groding by o recognlzed ogency
moy be submltted with eoch shipment, in lleu of foctory-morking, ot Controctor's
option.
H. Obtoin eoch type of fire-retordont treqled wood produci from one source for boih
treotment ond formulotion,
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I.06 SUBM]IIALS
A. Shop Drowings: Submit shop drowings indicofing pertinent dimensions, grodes, cuts
ond drilled holes, shop opplled flnishes, fosteners, erection detoils ond connection
moteriols. Show lorge scole detoils of connections, connectors ond other occessories.
Indicote specles, lominotlng combinotion, odhesive type ond other voriobles in the
requlred work.l, Provide shop drowings stomped by o Structurol Engineer licensed to proctice in the
stote where the project is locoted.
2. Submit ONE (l ) REPRODUCIBII ond FIVE (5) copies of eoch shop drowing.
Reproducible copies of controct documents sholl not be used os shop drowings,
Shop drowings sholl be revlewed by Controctor prior to submlssion. Drowings sholl
beqr Controctor's opprovol stomp occepting responslbllity for coordinotion of
dimensions shown In the controcl documentg quontities ond coordinotion with
other trqdes. Drowings not beoring Controctor's stomp moy be rejecied ot the
discretion of the Architect or Sirucfurol Engineer. Reproducible prints will be
returned with fuchitect/Engineer comments. Allow 14 colendor.doys in ihe
structurol engineers office for review of shop drawings.
B. Certifcotes: Furnish on AITC Certificote of Conformotion, stoting thot glued - lominoted
members were produced in occordonce with ANSI Slondord Al9O.l.
I.07 DETIVERY STORAGE AND HANDTING
Generol: Follow AITC l l l-79 recommended proctice for protection of structurol glued -
lominoted timber during tronsit, storoge ond erection. Do not store or erect moteriol in
wet or domp portions of buildlng or in oreos where plostering or similor work is fo be
executed until such work hos been completed ond hos become reosonobly dry.
Provide protection for members during transit:L Members: Individuolly wropped.
Delivery: furonge delivery in occordonce with construction schedule fo ovoid double
hondling. lf double hondling is necessory, siore members well off ground. Seporote to
qllow oir circulotion ond cover with opqque moisfure - resistoni membrone.
Protection: The fqbricotor sholl provide protection for the glued - lominoted mqteriol
during tronsit. The erector sholl be responsible for proper core ond protection of
mqteriols during unlooding, houling ond erection.
Slings: Use podded, non-mqrring type slings when hondllng members.
Wroppings: Where prgiective wroppings ore specified, deliver members to the site with
wroppings intoct ond mointoln In ploce until immediqtely prlor to ihe instollotion of
deck or other protective surfoce. Keep wroppings intoct until instollotion.
D,
E.
F.
PARI2 PRODUCTS
2.OI MAIERIAU'
Lumber:
L Species: See Generol Notes on the strucfurol drowings2. Grode: Provide minimum strengths os shown in lhe structurol drowlngs
Adhesives: Comply with AS'[M D2559-84 Adhesives for Structurol Lominqted Products for
Use Under Exterior ( wet use) Exposure Conditlons.
oA02l0 06180 - 3
C. Conditlons of Service: Wet Condltlon
D. PreservotiveTreoiment; Unlreqied
E. Appeoronce
l. Appeoronce Grode2. Industriol Grode, Rough Sown
F. Protectlon:l. End Seoler: Apply to ends os soon os procticoble ofter trimming.2. Surfoces: Not Seoled
2.02 TREAIED WOOD PRODUCTS
A. Preservotlve treoted wood products sholl be treoted with AWPA C2 for lumber ond
AWPA C9 for plywood; woterborne pressure treqtment, All wood blocking, froming, or
wood moterlol which is exposed to weother or dompnes, or which is in contoct with
soil, concrete, mosonry. roofing, floshing, domp proofing ond woterproofing sholl be
pressure treoted.
B. Fire treoted wood products sholl be treoted wlth AWPA Treotment C2O. Copoble of
providing o moximum flome spreod/smoke development roting of
C. Moisture Content: Moteriols sholl be dried ofter treotment to on overoge moisture
content of 19%.
D. Edge Treotment: Brush-coot surfoces of lumber sowed or cut ofter treotment with some
preservotive used of plont,
2,03 FABRICATION
A. Generol:l. Fobricote In occordonce with AITC Stondords for specified strucfurol ond
oppeoronce grode requirements.2. Moke odequote provlslon for possible erection streses.3, Do not splice or join members In locqtions other thon those indicoted on the
drowings.
B. Hordwore:
L Fobricote steel hordwore qnd connections with joints neotly fitted, welded ond
ground smooth.2, Cleon, prepore ond shop prime steel hqrdwore ond connectors.3. Do not prime surfoces in contoct with concrete.4. Weld oll sides ond full length of contoct surfoces unless otherwise noted. Use E70XX
welding electrodes.
C. Seoling: Unles otherwise indicoted, opply o coot of end seoler to ends of oll members
os soon os proctlcoble ofter end trimming. Surfoces sholl be seoled with cleor
penetroting seoler.
D. Protection: lndivlduolly wrop members ofter fobricotlon.
2.04 CONNECIIONS AND ACCESSORIES
A. Bolts: Bolts, nuts, studs, ond rivets sholl conform to ASTM 4307.
B. Log screws or log bolts: Federol Specificoiion FF-B-561b.
C. Screws: Federol Specificotion FF-91 I lb.
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D. Noils ond Stoples: Federol Specificotion FF-N-IO5o.
I PART 3 EXECUilON
3.OI INSTAITATION:
I A. Verificotion of Conditions: Prior to stort of erectlon, check locotion of oll embeddedr onchors ond report ony devlotions to the Controctor. Do not begin work unlil
sotisfoctory conditions qre corrected.
II B. Field Meosuremenis: Toke meosurements on site os required for correct fobricotion qndr instollotion.
I C. Bolt Holes: Field drill ofier members ore in ploce to insure positive uniform beoring,
I unless noied otherwise.
D. Plocement: Fit members together properly ond occurotely wlthout trimming, culting or
I other unouthorized modificqtion. Accurotely qssemble to lines ond elevotions
I indicoied on shop drowings,
E. Assembly:
I L Complywithopplicobleportionsof AITC l04AND Ill.l| 2. Accurotely ossemble to lines ond elevotions indicoted on drowings.3. Align ond odjust members forming port of o complete frome or struclure before
fostening.
f| 4. Hondle ond tempororily support members with protective blocking ond slings to
prevent surfoce domoge whlch will be visible ofter compleiion of the work.
r 5, Cleon beoring surfoces which will be in permonent contoct before ossembling
I members.r 6. No drifting or cutting to enlorge unfoir holes will be qllowed,
_ 7, Instoll log bolts using procedures indicoted in the strucfurol generol notes on the
I drowings.I 8. Provide temporory supports, brocing ond onchoroge requhed to hold members in
ploce until permonently secured.
I END OF SECTTON
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sEcTtoN 06200
FINISH CARPENTRY
PART I - GENERAL
I.OI SUMMARY
A. Seclion Includes; bul is nol limited fo lhe following:l. Inlerior:
o. Door ond window cosing, hondroils, choir roil ond miscelloneous trim.b. Closet shelf ond rod.
2. Exferior:
o. Wood trim ond focio
b. Fiber reinforced cemenl sidingc. Fiber reinforced cemenl soffifsd. Wood shutlers
B. Reloted Sections:l. Blocking: Seclion 05100 Rough Corpentry.2. Cobinets ond Cosework: Section 12300 Monufoclured Cosework3. Wood Doors: Seclion 08210 Wood Doors.
4. Finish: Seclion 09900 Points ond Cootings.
5. Wood Door ond Window Fromes: Section 06275.
I.O2 REFERENCES
A. Reference Slondords: See Section 01423. Complywith following:l. "Architecfurol Woodwork Quolity Stondords ond Guide Specificolions", lotesf
edition, os published by the Architeclurol Woodwork lnslilute.
o. Complywifh Cuslom Grode if not olherwise specified.
I.03 DEFINITIONS
A. Finish Corpenfry: Woodwork exposed lo view but nol considered qs cobinets or
cosework.
I.O4 SUBMMALS
A. Somples
l. 3 foot by 3-fool somple ponel of eoch type of siding, ond lrim (exterior ond interior)
2. Somple of eoch type foslener to be used3. Somples to hove finol finish for Architeci ond Owner's opprovol.
B. Producl Dolo: Provide dofo indicoiing moleriols, component profiles, fostening
methods, jointing detoils, sizes, surfoce lexlure, finishes, ond occessories.
I.O5 DELIVERY, STORAGE AND HANDLING
A. Generol: Comply with Seclion 0160O.l. Do nof deliver moleriol until building or sloroge oreo is enclosed ond sufficienlly dry
to prevent domoge from excessive chonges in moisture conienl.
oA 02r0 0620G1
2. All wood moteriols to be lesled for moislure conlent.
PART 2 - PRODUCTS
2.O1 INTERIORMATERIALS
A. Pointed Trim Moleriol: Select kiln-dried poplor.
B. Closet shelf ond rod:L Supporl K&V# 1195.2. Rod: K&V #770-1.3. Shelf: Plywood wifh wood edge. AWI Cuslom grode.
4. Finish: Pointed finish under Secfion 09900.
2.02 EXTERIORMATERIALS
A. Trim ond focio moleriol, soffit bottens. corner boords, slonding trim, window trim, focio
trim, shulters: Select Cedqr, resown foce.l. Finish: Pre-sloin oll foces. See Seclion 09900
B. Fiber Cemenl Soffits: 4'x 8'Hordi-Ponel Cedor Mill Fqce by Jomes Hordie Building
Producls, Inc.
C. Fiber Cement Siding: Hord-l-Ponel cedor mill lop siding fostened fhrough sheolhing lo
sluds by Jomes Hordie Building Producfs, Inc. Provide monufocturer's slondord frim ol
hon'zonlol joinls.
D. Fosleners for fiber cement exledor moteriols: As recommended by monufocfurer.
PART 3- EXECUTION
3.OI EXAMINATION
A. Verificolion of Conditions: ComplywithSection0l60O:L Loyoui: Verify loyoul of work before beginning instollolion.2. Blocking: Ensure proper blocking provided under Seciion 06100.3. Existing Condilions: Exomine substroie before beginning inslqllotion.4. Notificotion: Notify Generol Controcfor of unsolisfoctory condifions in wriling with
copy to Architect.
B. Acceplonce: Beginning of work meons occeplonce of exisling conditions by instoller.
3.O2 INTERIORMATERIALSINSTALLATION
Generol: All inslollofions AWI Custom Grqde unless oiherwise specified.
lnterior Finish; AWI Custom Grode:
I . Lenglhs: Wherever possible, provide single piece for e<r,:h lenglh of finish. Butt jcints
nol ollowed except for long pieces or room molds thol moy be in two or more
sections. When butt joints ore necessory, bevel joints, glue, dowel qnd biscuil.
Generol: lnsloll inferior finish level, plumb ond true.
Securing: Tighlly secure fo blocking or froming wiih finish noils or trim heod screws
ollowing l-l/2'penehoiion inlo wood blocking or froming. Blind foslen wherever
A.
B.
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possible. Where surfoce fosleners ore necessory, use finish noils corefully set with
noil punch of Conlroctor's oplion.4. Trim Finishing Agoinst Wolls or Ceiling: Mill with extro width ond scribe lo woll or
ceiling ot job.
5. Edges: Fxcept where molded, mill trim with perfecfly squqre edges. After ereclion,
slightly round exposed edges by sonding os direcled.6. Inlerior Finish: Hond sond smooth reody for finish under Section 09900 free from
mochine or lool morks or ony roughness.
7. Glue ond Dowel ond biscuit oll ioinls.8. Replocement: Reploce ony inlerior finish beoring hommer morks, splils, crocks, mors
I or defects of ony noture.
ll 9. Noil holes filled under Seclion 09900.
I 3.03 EXTERIOR MATERIALS INSTALLATION
I A. Generol:l. AWI Custom Grcide:
I 2. Mochine sfoin on oll four sides, oll wood siding prior to instollolion. Seol oll cul endsr prior lo instollolion.3. Deloy insiollolion unlil oll preJinishing is dry.
I 4. Mifer horizontol joinls ol 45 degrees miter exlernol ond cope inlernol corners.I 5. Posifion cul ends over beoring surfoces. Sond cui edges smooth ond cleon.6. Foslener lenglh odequqle io penelrote I -inch inlo steel siuds or I -l /2 inches inlo
I wood blocking using cooled melol lek screws.
I 7. Siding to be foslened through sheolhing into metol sluds wiih lrim heod screws,
sloinless sieel, hoi dip golvonized or high iensile strenglh oluminum. Cedor siding 1o
be inslolled with 8'weother unless ofhenvise indicoled.Ir B. Exlerior Fiber Cemenl Trim: Wherever possible, provide length of trim in one piece. Cope
end joints where more thon one piece required, cenlering required joini over beoring.
I Foce noil lo wood blocking using cosing noils lopped flush. Do not sef. Where wood
I blocking is nol ovoiloble. screw through gypsum sheolhing into sfuds. Trim inlerseclions
os indicoled.
I C. Fosleners: High quolity hot-dipped golvonized or sloinless sleel lrim heod screws.
I D. Hordboord Soffil Ponels ond Trim: Insloll trim ond ponels to froming occording fo
t monufocturer's inslruclions. Seol oll joints ond edges wilh opproved seolonl.
END OF SECTION
I oA o2ro 06200-3
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sEcTloN 06410
CUSTOM CABINETS
PART I - GENERAL
I I.OI SUMMARYI
A. Seclion Includes:
I 1. Cobinets ond Counlertops in eorly leorning cenier.r
B. Reloted Seclions:
I l. Wood Blocking: Section O610O Rough Corpentry.
I 2. Wood Trim: Seciion 06200 Finish Corpenlry.3. Wood Doors: Section 08210.
I 4. Rubber Bose: Seclion 09650 Resilient Flooring.
I 5. Job Finish: Seclion 0990O Poinls ond Cooiings.
- 6. Prefobricoted Cobinels in Living Units: Section 12300 Monufoctured Cosework.7. Plumbing Fixlures: Division 15.
I 1.O2 REFERENCES
I A. Reference Slondords: See Seclion 01423. Comply wiih following:
I I. Archifeclurol Woodwork Inslifufe (AWl) - Archilecturol Woodwork Quolity Stondords,
7fh edition. Version 1.2, 1999.o. Comply wilh custom grode if noi olherwise specified.
- 1.03 DEFIN|T|ONS
I A. Archileclurol Woodwork: Cusfom fobricoled cobinets ond cosework. Other woodworkI not considered os cobinefs ond cosework is considered finish corpentry ond is specified
under Seclion 06200.
I r.04 SUBM|TTALS
I A. Shop Drowings: Submil in occordonce Wlh Section 01330.II- B. Somples: Submit complele sef of ploslic lominqte somples for color seleclion in
occordonce with Secfion 01330.
. I.O5 DELIVERY, STORAGE AND HANDTING
I A. Generol: Comply with Seclion 01600.
I I. Do nof deliver moteriol until building or sforoge oreo is enclosed ond sufficlently dry
lo prevenf domoge from excessive chonges in moislure contenl.
I PART2-PRODUCTSI
2.O1 MATERIALS
t A. Ploslic Lominofe:l. Monufoclurers:
t oA 0210 064lG,l
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o. Formico Corp.b. Wilsonort
c. Nevomor
d. Pionifee. Accepied substilufe in occordonce Wth Section 01600.2. Type: Formico Generol Purpose Grode IO/HGS.o. Verticol Surfoces: Moy be Verticol Grode 55VGS.3. Colors: As selecled by Architect from monufocfurer's sfondords.
Porticleboord: Motte formed wood porlicleboord, 40-45# density induslriol grode wilh
seoler ond locquer finish.l. Cqbinef Inferion: WillomefteIndustriesKortronll CobinelLiner,ocryliccooled45-
47# density industriol porticleboord.
Trim Mqteriol: Red orwhile birch, selecl kiln-dried verticol groin.l. Grode: C Select or Betler.2. Moisfure Contenl: l5% or less.
Cobinel Hordwore Monufqclurers:
l. Hinges:o. Blum
b. Gross
c. Hettich
d. Meplo
e. Accepted subsfilule in qccordonce with Seclion 01600.2. Pulls ond Colches:o. Sionleyb. Accepfed subslilute in occordonce wifh Section 01600.3. Drower Glides:
o. Accuride
b. Accepled subslifule in occordonce with Section 01600.4. Adjustoble Shelf Hordwore:
o. Knopeond Vogl
b. Slonleyc. Accepted subsfilule in occordonce with Seciion 016O0.
Cobinel Hordwore: Furnished ond insfolled by lhe cobinel supplier:l. Schedule:
Tyoe Monufocturer Cololoo No.Finish
Hinges Blum Modul 90 176'Nickel Ploted
Pulls Slonley 4483 26D
Colches Stonlev sP46 28
Drower Glides Accuride No. 2632 full exlensioh
slide {50 pounds/poirl
Zinc
Brqckels for Shelves Knope & Vool 256 Zinc
Slondords for Shelves Knope & Vool 255 Tinc
2.O2 FABRICATION
A. AWI Grode: Conslrucl counlers ond cobinels os indicoled on drowings ond os required
for AWI Cuslom Grode work.
B.
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oA o2l0 0641G2
B.
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Conslrucfion: Frome counfen in subslonliol monner wiih necessory blocking, broces,
etc.l. Supports Under Counlerfops: Sufficienfly heovy to corry weight of 20O# mon wifhoul
sogging.2. Fromes: Pinned, glued, or screwed together in occordonce wifh AWI Cusiom
Grode slondords.
Countertops Covered with Ploslic Lominole: Conslructed of porticleboord. Provide
bocksploshes ond self-edge oll exposed edges.
Cobinels:l. Provide ond instoll hordwore os specified.2. Construcl shelving, couniers, cobinets ond cosework with plostic lominoie covered
porticleboord. Use Korlron ot inferion.
3. Frome cobinefs ond cosework in o subslontiol monner wifh necessory blocking,
broces, botloms, etc.
o. Cross Supporls Under Counlertops: Sufficienfly heovy lo corry weight of 2@#
mon wifhouf sogging.b. Fromes: Pinned, glued or screwed together in occordonce wiih AWI Cuslom
Grode Slondords.
Conslruclion Type: Flush overloy (not lipped).
Cobinel Doors: Types, sizes ond thicknesses indicoted.
o. Doors: Flush wilh edges perfectly smooth.b. Doors: Flush plostic lominoled foced with plostic T-moldings ol edges.6. Cobinet Bocks Not Exposed fo View: Hordboord.
PART 3 - EXECUTION
3.OI E(AMINATION
A. Verificofion of Condilions: ComplywithSection0l60O:l. Loyoul: Verify loyouf of work before beginning inslollolion.
2. Blocking: Ensure proper blocking provided under Section 05100.3. Exisling Conditions: Exomine spoces ond subslrole before beginning instollofion.
4. Nofificoiion: Noiify Generol Coniroclor of unsotisfoclory condiiions in writing with
copy lo Architecl.
B. Acceptonce: Beginning of work meqns occeptonce of existing condilions by insloller.
3,02 INSTALLATION
A'Counlers:Cons|ruc|supporlsforcounterso5indicoled.
L Securely olloch counlers lo wolls plumb ond level.2. Sinks ond Trim: Provided qnd inslolled under Division 15.
B. Cobinels:L Boses: Construcl cobinef boses for cobinels os indicoled ond securelv onchor lo
2. LX"Ji""ur Securely otloch cobinels lo boses ond wolls with cqbineis ptumb ond
level ond hordwore operoling properly, reody for finish under Section 09900.
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4.
5.
oA 0210 06410-3
3.
1.
Rubber Bqse: Provided on bose cobineh under Secfion 09650 ofier cobinefs ore sel
in ploce.
Sinks ond Tdm: Provided ond insfolled under Division 15.
END OF SECTION
oA 0210 0641u1
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PART I . GENERAL
I r.or suMMARy
A. Secfion lncludes:I l. Interiorwood doorfromesIB. Reloled Seclions:
I l. Wood Doors: Seclion 08210.
t 2. Door Hordwore: Section 08710.3. Finish: Section 09900 Poinfs ond Coolings4. Wood Trim: Secfion 06200 Finish Corpenlry.
I 5. Glozing: Section 08800.
I,O2 REFERENCES
I A. Reference Slondqrds: See Section 01423. Comply with following:l. Archifeclurol Woodwork lnstitule (AWl) - Archilectruol Woodwork Quolity Slondords,I 7fh edition, Version 1.2, 1999.
I.03 SUBMITTALS
I A. Shop Drowings: Submii in occordonce wilh Seclion 01330 Submitlol Proceduresr l. lnclude conformonce to required reference slqndqrd.
I B. Somples: Submil I -0'long somple of eoch type ond species of wood frome for opprovolI before fobricotion.
I I.O4 DELIVERY. STORAGE AND HANDLING
I A. Generol: Comply wifh Section 0160O.
r l. Do nol deliver moleriol unlil building or sloroge oreo is enclosed ond sufficiently dry
I fo prevenl domoge from excessive chonges in moislure conlenl.
PART 2 - PRODUCTS
t 2.or TNTERToR wooD DooR AND wtNDow FRAMEs
I A. Species:
I l. Poinled Finish: Poplor, birch or ponderoso pine.
I B. Construction: AWI Cuslom Grode. Plonl ossembled wiih corners dodoed ond glued.
I Provide lemoororv shir>oing broces.
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sEcTtoN 06460
WOOD FRAMES
PART 3 - EGCUTION
3.OI DGMINATION
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A. All openings forwood fromes sholl be prepored by olhers lo lhe propersize, plumb,
squore ond level before inslollolion of ftqmes is sforfed.
B. Verificolion of Conditions: Comply with Seclion OI50O:
l. Loyouf: Verify loyout of work before beginning insfollolion.
2. Exisling Condilions: Eromine openings before beginning insfollqlion.
3. Nolificotion: Nofify Generol Conlroclor of unsolisfociory condilions in writing with o
copy lo Archilecl.
4. Acceplonce: Beginning of work meons occeplonce of exisling condilions by
insloller.
3.02 FRAMEINSTALLATION
A. Generol: Complywilh AWI Custom Grode.
B. lnsfollolion:
l. Fromes: Insfoll squore ond plumb in lhe opening, wedge ond noil with finish nqils.
2- Trim: See Seclion 06200 for frim inslollotion.
END OF SECTION
oA o2l0 064c02
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DIVISION 7 - THERMAL AND MOISTURE PROTECTION
SECT|ON 07133
MODIFIED BITUMINOUS SHETT WATERPROOFING
I PARTI-GENERALI
I.OI SUMMARY
I A. Seclion Includes: Membrone wolerproofing ol the following locqfions:l. Full coveroge over wood sheothing under fibergloss shingle roofing.
I 2. Elsewhere os indicoled on the Drowings.
I B. Reloied Sections:
I l. FoundotionWolerproofing: Section07140.
|| 2. Plozo Wolerproofing: Section 07142.r 3. Plywood Roof Sheofhing: Section 06100.4. Fibergloss Shingles: Section 07312.
T I,O2 SUBMITTALS
I A. Producf Dolo: Submit in occordonce wifh Seclion 01330.
I B. Quolity Assuronce Submitlols:
l. Certificoles: Submif monufqcturer's wrillen cerlificolion lhol opplicotor is opprove d
I by monufoclurer.I 2. Monutocturer's Inslrucfions: Submit in occordonce wifh Seclion 01600.o. Submit one copy for Archilect's informofion.
I b. Moinfoin one copy on sife unlil completion of woterproofing instollolion.
I C. Quolity Control Submiltols:
I l. Monufocturer's Field Reports: See Article 3.04 MANUFACTURER'S FIELD SERVICES
I 2. Monufocturer's Certificote of Complionce: Submil in occordonce with Section
r SJfilji.,Sg.opplicolion
in occordoncewilh Monufoclurer's inslruclions ond
I I.O3 QUALITY ASSURANCE
I A. Applicotor: Compony speciolilng in woterproofing.I L Applicolor: Monufocfurer opproved.2. Experience: Continuously opplied woterproofing in Sloie of Colorodo for lhree
B. Regulolory Requirements: Products sholl be cerlified lo meel the following.
r l. VOC compliont with oll opplicoble federol, sfofe ond locol regulolions.
Ir C. Pre-lnstollolion Conference:l. Roof Wolerproofing Underloymenl: Hold conference wilh Generol Conkoctor's
I Superinlendenl, rcofing conlroclor, Monufocturer's Represeniolive, ondI woterproofing coniroclor's foremon. Nolify Architecl of meeting qt leosl l0 doys in
odvonce.
I OA O2r0 071331
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2. Discuss oll mollers perloining lo wolerproofing, including deioiling, surfoce
preporofion, opplicolion lechniques ond procedures, phosing ond scheduling.3. Toke minules ond distribute lo oflending porties ond Archilect.
I.O4 DELIVERY, STORAGE AND HANDLING
A. Do not deliver moteriols to fhe sile unlil reody for use. Deliver bonding odhesive ond lop
seolonl in monufqcturer's originol unopened confoiners.
B.Monufocturer,sRecommendo|ions:Comp|ywiththefo|lowing:
L Store membrone no more thon two pollefs high off lhe ground. Provide cover on
top ond sides, ollowing for odequole venfilotion.2. Slore primer, moslic, prolection boord odhesive ond liquid membrqne in o dry oreo
owoy from high heof, flomes orspork.3. Slore proteclion boord flof ond off lhe ground, preferobly on o wood plotform.
Provide lorpoulin cover on top ond sides.4. Sfore only os much moleriol ol point of use os required for eoch doy's work.
I,05 PROJECTCONDITIONS
A. Environmentol Requiremenls: Do not instoll membrone woierproofing when oir ond
surfoce temperoiure is below 40 degrees F unless monufoclurer's recommended speciol
moferiols ond melhods ore used.
1.06 WARRANTY
A. Wononly: Provide two yeor written wononly covering moteriol ond instollolion in
occordonce wifh Section 01780.l. Wononty: Include wotertighl condition.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Self-Adhered Modified Bilumen Roof Woferproofing Membrone Uhderloymeni: ASTM
Dl97GOl.l. Acceploble Monufociurers ond Syslems:o. Corlisle Corp. - Dri-Stort "A".
b. Groce Conslruction Producls - Groce lce ond Woler Shield sysfem.c. NEI - AC Poly lce & WoterSeol.
d. Approved substilule in qccordonce with Seclion 01600.2. Membrone:o. Groce lce ond Woler Shield or opproved substitule by other occepioble
monufocturer.
b. Moleriol: Composite lominoled sheef of polyefhylene film coofed on one side
wilh o focfory opplied rubberized ospholt ond on olher side with o removoble
proteclive releose poper.
c. Nominol Thickness:40 mils minimum.
3. Primer: W.R. Groce WP30@ primer or other VOC compliont primer by occepfoble
woterproofing monuf oclurer.
o. Cold Weother Primer: W.R. Groce 82 Primer or occepled substifule os
recommended by woterproof ing monufocturer.
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oA 02t0 07133-2
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I PART3- EGCUTIoNI3.OI EXAMINATION
I A. VerificolionofCondilions: ComplywithSeclionOI600:l. Existing Condilions: Exomine subsiroie before beginning instollotion.
- 2, Surfoces:
I o. ff;l.fi:t
Verify concrete substrole is smooth, free of mojor defecls, cured
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verirv sheoihing is cleon, dry ond reodv ror woierproorins
I c. Concrete Mosonry: Verify mosonry subslrole hos smoolh, lrowel-cul morlor
joinls, ond is free of mojor defecls, cured ond dry.d. Wood Blocking: Verify blocking is cleon, dry ond reody forwoterproofing
I inslollotion.3. Notificotion: Nolify Generol Controcior of unsolisfociory condilions in writing wilh
copy fo Architecf.
I B. Acceptonce: Beginning of work meons occeplonce of exisling conditions by insfoller.
I 3.02 PREPARATToN
T
A. Surfoce Preporolion: Remove projeciions, generol surfqce clirt ond ofher foreign
I moferiols lo leove surfoces in cleon condition suifqble for opplicolion of membrone.
I l. Cleoning: Cleon surfoces with high-pressure oir lo remove dusl, loose siones ond
debris.
I 3.03 INSTALLATIONI
A. Generol: Apply in qccordonce wilh monufqcturer's recommendoiions.
I B. Priming:l. Prime surfoce ol coveroge of 250 to 350 sq. ft. per gollon. Apply with lombswool- roller.
I 2. Prime only oreo to be covered with membrone in one working doy.3. Allow primer lo dry one hour or unlil fock free./ Reprime oreos not covered wilh membrone wifhin 24 hours.
I
r\r,vr|| | rE' \rre\irJ I r\Jr vvr|| r | | rE't I tr,,|\rt tE; vvt ltl
I C. Roof Applicolion:l. Apply membrone from low points lo high poinis qcross fqll line so lhot lops shed
I wofer. Stogger end lops.I 2. Roll enlire membrone firmly ond completely os soon os possible wiih linoleum roller
or sfondord woter-filled gorden roller less fhon 3O'wide. Profect foce of roller with
I resilient moferiol such os l/2" plostic foom or lwo wrops of indoor-outdoor corpel.
I 3. Seol end lops ond T-joints ol end of eoch work doy.
r D. Vents ond Prolrusions:
I l. Projections: Apply double loyer of membrone oround projections ol leosl 6" in olr
direclions ond seol lerminotions wilh Biluthene Mostic.2. Vents: Apply double loyer of membrone oround droins ond ploce beod of
Bilulhene Moslic between lop loyer ond clomping rings ond ol lerminolions.I
I OAO2I0 07133
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E. Terminofions: Terminofe by pressing very firmly lo woll ond finish wilh troweled beod of
Bifulhene Mostic.
F. Seoling Seoms:
I . Overlop seoms ot leosl 2-l 12'. Apply succeeding sheef with minimum 2-1 /2' overlop
ond roll entire membrone firmly ond complelely os soon os possible lo minimize
bubbles coused by outgossing of oir or wofer vopor from concrele.2. Fishmouihs: Slit ond overlop flops, repoir with polch, press or roll lo moke seol, ond
seol edges of potch with iroweled beod of Bituthene Moslic.3. Misoligned or Inodequolely Lopped Seqms: Potch with sheel membrone.4. Seol lops within l2'of corner deloils wifh lroweling of Bitulhene Mosfic.
3.04 PROTECTION
A. Membrones: Do not ollow woferproofing to remoin exposed lo sunlighl for longer lhqn
recommended by monufoclurer.
3.05 MANUFACTURER'SFIELDSERVICES
A. Field Services: Monufoclurer's represenlotive sholl be presenl during oppticolion of deck
ond roof membrone.
B. Monufoclurer's cerfificolion ond wononty ore required before finol occeplonce of
opplicotion. See Porogroph 1.02 C Quolity Control Submittols.
END OF SECTION
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oA 02lo 07133-4
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sEcTtoN 07140
FLUID APPLIED WATERPROOFING
PART I - GENERAL
I I.OI SUMMARYI
A. Seciion lncludes: Fluid opplied wolerproofing ol the following locotions.
I l. Outside foce of oll exlerior cost-in-ploce concrete foundqlion wolls. Cover verlicolI ond horizonlol foces of fooling ond exlend up exlerior foce of woll to 6" below finish
grode or inlerseclion with slob obove.
I 2. Elsewhere os indicoted on the Drowings.
I B. Reloled Seclions:
I |. Foundotion Droinoge System: Secfion 02620 Subdroinoge.
I 2. Plozo Woterproofing: Seclion O7142Hot Fluid Applied Wolerproofing.
- 3. Wolerproofing under Roof Shingles: Secfion 0/ I 33.
I t.oz suBMrrTALsI
A. Producl Doto: Submil in occordonce with Section 01330.
I B. Somples: Submilsomplesof curedmembroneinoccordoncewilhSection0l330.
I C. Quolity Assuronce Submittols:
I l. Cerlificoles: Submif monufoclurer's wrillen certificolion ihot opplicotor is opproved
- by monufoclurer.2. Mqnufoclurer's Inslructions: Submif in qccordonce with Section 01600.
I o. Submif one copy for Archiiect's informolion.I b. Moinloin one copy on sife until complelion of wolerproofing inslollolion.
I D. Quolity Control Submittols:
I l. Mqnufoclurer's Field Reporls: See Arlicle 3.04 MANUFACTURER'S FIELD SERVICES2. Mqnufoclurer's Cerlificole of Complionce: Submit in occordonce with Secfion
I 0133O. Certify opplicolion in occordonce with Monufoclurer's inslructions ond
I specificofions.
E. Confrocl Closeout Submittols:
I l. Wononty: SubmilinoccordoncewithSecfionOlT80.I
I.03 QUALITY ASSURANCE
I A. Applicotor: Compony speciolilng in wolerproofing.l. Applicolor: Mqnufoctureropproved.
r 2. Experience: Conlinuously opplied fluid opplied woierproofing in Stole of Colorodo
I for five yeors.
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_ B. Regulotory Requirements; Products sholl be cerlified to meet the following.
I l. VOC complionl wilh oll opplicoble federol, slole ond locol reguloiions.
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07140-l
1.04
A.
B.
c.
C. Pre-lnslollofionConference:l. Concrefe Woll Woferproofing: Hold conference wilh Generol Coniroctor's
Superinlendenl, Monufocfurer's Representofive, ond woierproofing confroclor's
foremon. Notify Architecl of meeting ol leosl lO doys in qdvonce.
2. Discuss oll molters pertoining lo woierproofing, including detoiling, surfoce
preporolion, opplicotion fechniques ond procedures, phosing ond scheduling.3. Toke minules ond dislribute to oitending porties ond Archilect;
DELIVERY, STORAGE AND HANDLING
Generol: Comply with Seclion 0160O.
Delivery: Deliver moieriqls in seoled, undomoged contoiners, eoch ideniified with
moieriol nome. dote of monufocture qnd lol number.
Storoge: Slore moieriols in occordonce Wth monufoclurer's recommendoiions.l. Slore under cover in originol seoled confoiners.2. Store between 40 degrees F ond 9O degrees F.
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I.O5 PROJECTCONDITIONS
A. Environmenlol Requiremenls: Insloll mqteriols in occordonce with sofety ond weothei
condilions recommended by monufocfurer or os required by locol, slofe qnd federol
oulhorilies hoving jurisdicfion.
l. Do nol opply unless ombienf lemperolure is minimum of 40 degrees F.
2. Do nol opply if ombient femperoture is likely lo foll below32 degrees F.
I.06 SEQUENCING/SCHEDULING
A. Sequencing/Scheduling:l. Do nof begin work uniil substrofe hos been completed ond penelrolions hove been
insfolled so membrone will nof be penelroled or domoged by subsequent work.
I.O/ WARRANTY
A. Wqnonty: Provide two yeor wriflen wononty covering moleriol ond inslollolion in
occordonce wifh Seclion 01780.L Wononty sholl cover mointenonce of woteriighl condilion.
PART 2 - PRODUCTS
2.OI CONCRETE WALL WATERPROOFING MEMBRANE SYSTEM
A. AccepfobleMonufocfurers:
L W.R. Groce & Co.. Groce Conslruclion Producls.2. Approved substilule in occordonce with Secfion 01600.
B. Membrone: W.R. Grqce Procor Syslem woterproofing membrone or opproved substifute
by occeploble monufocturer.
l. Moteriol: ASTM C836. Two port, self-curing, rubber-bosed, cold-opplied
woferproofing.
2. Nominol Thickness: 60 mils.
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I 3. Producl for Pour ond Trowel Applicolion: Procor 20.r 4. ProduclforSproyApplicotion: Procor75.
I C. Profection/Droinoge Boord:
I l. Groce Hydroducf 2 Droinoge Composite.2. Accepled subsfilule in occordonce with Section 016@.
I PART3-EXECUTTON
3.OI EXAMINATION
II A. VerificolionofConditions: Complywithseclion0160O:l. Loyoul: Verify loyoul of work before beginning instollolion.
t 2. Existing Condilions: Exomine subslrote before beginning inslollotion to verify thof
I concrefe surfoces ore smoolh, free of mojor defects, cured ond dry.
r 3.
iSrjl,Tfrl;,i"1ify
Generol Coniroctor of unsolisfoctory conditions in writins wiih
- B. Acceplonce: Beginning of work meons occepfonce of exisling condilions by insfoller.
I 3.02 PREPARAnoNI
A. Cleoning: Remove concrete fins ond projeclions greoter lhon 0. | 3 inch in height,
I concrete splolter, generol surfoce dirt ond olher foreign moferiols to leove surfoces in
t generolly cleon condifion suitqble for opplicoiion of membrone. Cleon surfoces wilh
high-pressure oir to remove dust, loose slones ond debris.
I B. Polching: Polch honeycomb, form tie holes ond inegulor surfoces of concrefe greofer
thon % inch in deplh. Pofch wilh Portlond Cemenl groul, concrele or epoxy grout.
I C. Exponsion, Control, ond Construction Joinls: Cleon, prime, fil with bocker rod ond fill withI urelhone seolont. Slrip-cool with 60 mils wel film lhickness non-flowing type membrone
to width of nol less lhon six inches on bofh sides of joinf.
I D. Crocks: Routorsowculcrocksexceeding l/l6"inwidlhqndfill wifhseqlont. Strip-coot
crocks wilh 60-mil dry film lhickness non{lowing type membrone to widlh of nol less ihon
r six inches on eilher side of crock.
Ir E. Projeclions: Fill slol oround projeclion wilh bocker rod ond seolonl in occordqnce wifh
r monufoclurer's siqndord deioils. Strip-coot with 60-mil dry filrn thickness for o width of nof
I less thqn six inches oround projeclion.
F. Profecfion: Prolecf odjocenf moferiols wilh drop cloths or mosking os required.
I G. Melol Surfoces: Remove contominonls which moy odversely offect odhesion or
performonce of cooling system ond opply detoil coot.
I 3.03 CONCRETE WALL MEMBRANE APPLTCATTON
A. Generol: Apply in qccordonce with monufocturer's recommendotions.
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0714G3
B. Applicotion: Apply in two coofs wifh wolerproofing sysfem mqnufoCfurer's
recommended plurol component sproy equipmenf or frowel io 60 mil wet lhickness (in
oddilion to ony preporotion work). Check thickness ot freguenl inlervols using wet film
thickness gouge.
3.04 CURING
Cure membrone minimum 24 hours before bockfilling.
3.05 CLEANING
A. Cleon sloins from odjocenl surfoces os recommended by mqnufoclurer. Remove foreign
moller from finished membrone surfoce.
3.06 PROTECTION
A. Droinoge/Proleclion Boord: Completely cover foundolion woll wolerproofing. Apply
wifh monufoclurer recommended qdhesive.
B. Membrone: Do nol ollow woterproofing lo remoin exposed lo sunlighf for longer lhon
recommended by monufocfurer.
3.07 MANUFACTURER'SFIELDSERVICES
A. Field Services: Monufocfurer's representotive sholl be present during opplicolion of
membrone.
B. Monufocfurer's certificotion ond wononly ore required before finol occeptonce of
opplicotion. See Porogroph L02 D Quolity Conlrol Submittols.
END OF SECTION
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oA 0210 07140-4
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I sEcTroN 07142
HOT FLUID APPLIED WATERPROOFING
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PART I - GENERAL
I I.OI SUMMARYI
A. Seclion Includes: Fluid opplied woterproofing ol lhe following locotions.
I l. Horizoniol woferprooiing under oll exlerior concrete topping slobs ond londscopeI oreos over occupied or usoble spoces, including porking goroge roof. Extend 2 -0"
up on oll odjocenf verticol surfoces (behind finishes) ond os indicoted on the
Drowings.
I 2. Elsewhere os indicoted on lhe Drowings.
I B. Reloted Seclions:
I l. Cqsf-in-Ploce Concrele: Seclion 03300.r 2. Concrele Slobs: Section 03325 Concrele Floor ond Porking Goroge Slobs.3. Fibergloss Shingle Wolerproofing Underloymenl: Section 07133 Modified Bituminous
I Sheei wolerproofing.
I 4. Foundolion Woll Woterproofing: Seclion 07140 Fluid Applied Wolerproofing.
I 1.O2 SUBMITTALS
I A. Submiftols for Review: Submii the following in occordonce vrith Seciion 01330.
I l. Produci Dolo: Submil monufocturer's cunenl product literoture.
I 2. Somples: Submit somples of cured membrone ond somples of proleclion boord.
B. Quolity Assuronce Submittols:
I l. Monufoclurer's Instructions: Submil in occordonce with Seclion 0l600.I 2. Applicotor Quqlificotions: Submif documenl stoling monufocfurer's occeplonce of
subconfrocfor os on Approved Applicotor for the specified moieriols.
I C. Conlroct Closeoul Submillols:'1. Wqnonly: Submitin occordoncewifh Seclion0l7B0.
-I I.O3 QUALITY ASSURANCEI
A. Applicolor Quolificolions: Compony speciolizing in woterproofing.
I l. Applicotor: Monufoclurer opprovedl| 2. Experience: Conlinuously opplied fluid opplied woierproofing in Stote Colorodo for
five yeon.
I B. Regulolory Requiremenls: Comply with opplicoble codes, regulofions, ordinonces, ond
lows regording use ond opplicotion of producls thol conloin vololile orgonic
I compounds (VOC).rr C. Pre.lnsfollolion Conference:l. Foundolion ond Porking Goroge Roof Wolerproofing: Hold conference wilh
I Generol Conlroclor's Superinlendenl, Monufoclureis Representolive, ondI wolerproofing confroclor's foremon. Nolify Archilect of meeting of leosl l0 doys in
odvonce.
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2. Discuss oll motlers pertoining lo wolerproofing, including detoiling, concreie curing
melhod, surfoce preporolion, opplicotion lechniques crnd procedures, phosing ond
scheduling.
3. Toke minules ond distribule lo ollending porties ond Archilecl,
I.O4 DELIVERY, 5TORAGE AND HANDLING
A. Generol: Comply with Section Ol60O.
B. Delivery: Deliver moleriols to Projecl sile in originol, foctory-seoled, unopened conloiners
beoring monufoclurer's nome qnd lobel infocf ond legible wifh following informolion.
l. Nome of moleriol.
2, Monufocturer's slock number qnd dote of monufoclure.
3. Moleriol sofely dofo sheel.
C. Storoge:l. Slore floshing, mostic ond primer in o protecied oreo out of diiect sunlight. Prolecf
from roin ond physicol domoge.2. Sloroge oreo iemperolure sholl not exceed 80oF.
I.O5 PROJECTCONDITIONS
A. Environmenfol Requirements: Instoll moteriols in occordonce wilh sofety qnd weolher
conditions recommended by monufoclurer ond os requhed by locol, Slole ond Federol
oulhorities hoving jurisdiciion..
l. Do nol opply membrone if temperolure is less lhon 0 degrees F. or lo o domp,
frosly, snow covered or conlominoled surfoce.
2. Keep flommoble producls owoy from spork or flome. Do nol ollow lhe use of spork
producing equipment during opplicofion ond unlil oll vopors hove dissipofed. Posl
"NO SMOK|NG" signs.
I.06 SEOUENCING/SCHEDULING
A. Do nol begin work unlil subslrote hos been compleled ond penefrofions hove been
insiolled so membrone will nof be peneiroted or domoged by subsequenf work.
B. Schedule opplicofion of woierproofing fo occur ofler new concrele subslrole hos cured
1.O7
A.
minimum l4 doys.
WARRANTY
Wononty: Provide five yeor wrilten, single source wononty covering oll syslem
componenls ond inslollotion for woferproofing in occordonce with Section 0l7BO,
ogreeing during lhe wononly period lo promptly moke repcirs or replocemenl of
defecfive moleriols of lhe woferproofing syslem without oddilionol cost lo the Owner.
l. Wononty sholl cover moinienonce of wotertighf condiiion.
PART 2 - PRODUCTS
2.01 MEMBRANE SYSTEM
A. Monufociurers:l. Americon Hydrolech, Inc.
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07142-2
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2. Corlisle Coofings ond Woferproofing Incorporoled, Sopulpo, OK, 80O/338-8701;
www.corlisle-ccw.com.3. Accepted substitute in occordonce wifh Section 01600.
Membrone: Cqrlisle CCW-50O-R or occepled substilufe. Reinforced, hot fluid-opplied,
rubberized qspholf membrone syslem, consisling of fwo loyers of rubberized qspholl
membrone reinforced wifh polyesfer fobric.L Thickness: 2l5 mils.
Reinforcing Fobric: CCW Reinforcing Clolh, spunbonded polyesler fobric.
Accessory Moleriols: Provide following mqteriols for Corlisle sysfem or similor lypes
slondord wilh ofher occeploble monufocfurer's syslem.l. Primer: CCW-550Primer.2. Floshing:
o. Non-exposed Areos: CCW-711-9090 Mil Sheet Membrone ond Floshing or
CCW 60 mil uncured neoprene.b. Exposed Areos: Sure.Seol EPDM Floshing.3. Moslic: CCW-704 Mostic.4. Seolonis: CCW-703 Verticol Grode Liquiseol Membrone or CCW-201 two-
componenl Polyurelhone Seolonl.o. Bocking Rod: Sholl be closed-cell polyethylene foom rod.5. Proleclion Boord:o. Hon'zonlol Surfoces: CCW Prolection Boord-H.b. Verticol Surfqces: CCW Protection Boord-V.6. Droinoge Composiie: CCW Sure-Droin os recommendeC by lhe monufoclurer for
eoch condition.
PART 3 - EXECUTION
3.OI EXAMINATION
A. Verificolion of Condifions: ComplywifhSeclion0l600:I. Loyoul: Verify loyoul of work before beginning instollotion.2. Exisling Conditions: Before ony woierproofing work is slorfed lhe woterproofing
opplicqfor sholl lhoroughly exomine qll surfoces for ony deficiencies.o. Verify concrete surfoce to receive wolerproofing to be sound. Verify wood
flool or fine broom finish, free of fins, ridges, voids or enlroined oir holes.b. Verify concrete surfoce is ihoroughly cleon, dry ond free of curing compound
membrone or oiher surfoce confominoles or cleoning residue thot moy
hormfully offecf th.e- odhesion of the membrone.c. Verify surfoces ol cold joinls ore on lhe some plone.
d. Verify voids, rock pockels ond excessively rough surfoces hove been repoired
Wlh opproved non-shrink grouf or ground lo molch the unrepoired oreos.e. Droins: Verify droin instollolion reody forwoferpror>fing inslollolion. Verify
proper two-sloge droin lype with o minimum 3 inc;-: flonge ond instolled with
the flonge flush ond level wilh the concrete surfoce.3. Nolificotion: Nolify Generol Conkoctor of unsolisfoctory condilions in writing wifh
copy lo Architecf.
B. Acceplonce: Beginning of work meons occeptonce of existing condifions by insloller.
B.
D.
oA 02r0 07142-3
3.O2 PREPARATION AND DETAILING
A. Coordinole woierproofing work wilh other frqdes. The opplicolor sholl hove sole right of
occess fo lhe specified oreos for lhe iime needed to complete the opplicotion.
B. Prolecl odjoining surfoces not lo be wolerproofed ogoinsl Comoge or soiling. Protecl
plonls, vegelofion ond onimqls thot might be offecled by wolerproofing operolions.
C. Cleoning:
I . Remove concrele fins ond projeclions greoler thon 0.1 3 inch in height, concreie
splofler, generol surfoce dirt ond other foreign moleriols io leove surfoces in
generolly cleon condition suiloble for opplicofion of membrone.2. Cleon surfoces with high-pressure oir lo remove dust, loose slones ond debris.3. Melol Surfoces: Remove conlominonts thot moy odversely offect odhesion or
performonce of cooling sysiem ond opply deloil cool.
D. Potching: Polch honeycomb ond inegulor surfoces of concrete greoter thon % inch in
depth. Potch wifh non-shrink grout, concrefe or epoxy grout in occordonce with Seclion
03325.
E. Exponsion, Control, ond Construction Joinls: Cleon, prime, fit with bocker rod ond fill wifh
seolonl. Apply o thin film of primer l6 inches wide, cenlered over seoled joinls.
F. Crocks: Roulorsowcutcrocksexceeding l/16'inwidlhondfill wiihseolqnt. Applyo
fhin film of primer l6 inches wide, cenlered over seoled crocks.
G. Projeclions: Fill slof oround projeclion wilh bocker rod qnd s,:olont in occordonce wilh
monufocfurer's slondord detoils. Strip-cool with 60-mil dry film lhickness for o widlh of nol
less thon six inches oround projection.
H. Apply 90 mils of membrone lo cover primed oreos.
3.03 FLASHING
A. lnsloll o l2-inch wide strip of CCW-71 l-90 cenlered over joinis ond crocks greofer thon
l/16 inch in widlh.
B. Floshing Method:l. Apply primer ol ihe junclure of oll horizontol surfoces ond verticol surfoces io the
heighf indicofed cn the Drowings (8' min.), such os porqpet wolls, curbs, columns
ond oll penelrotions through ihe deck ol o role of 400-600 sg. fi. per gollon. Avoid
puddles.
2. Allow primer io dry for l-hour minimum, 8 hours moximum.3. Apply 90 mils of wolerproofing membrone to cover primed oreos.4. Instoll 90 mil sheet membrone floshing or uncured neoprene floshing info fhis firsf
course of woterproofing lo cover lhe verlicol seclion ond exlend 6-inches onlo
deck surfoce.5. Completely cover oll floshing moleriol during instollotiorr of lhe subsequent loyers of
. woterproofing membrone.
C. lnsloll EPDM floshings in exposed oreos in occordonce wilh monufocturer's
recommendolions. Cleon ond prime EPDM with splice cement prior lo opplicofion of
wolerproofing membrone.
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oA 02r0 07142-4
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D. Droins:l. Apply o thin film of primer in o 4-foot squore oreo qround droins. Allow primer lo dry,
l-hour minimum, S hours moximum.2. Apply 90 mils of wolerproofing membrqne lo cover primed oreos,3. Instoll o 3Joot sguore seclion of or uncured neoprene floshing over ihe droin ond
onfo fhe deck. No splices or seoms ore ollowed wilhin 3 inches of lhe droin flonge.
Terminole lhe floshing under the clomping ring of lhe droin ond cul owoy the inner
portion of fhe floshing. Use firm pressure fo ensure good odhesion. Do nol interfere
wilh weeo holes.
3.04 MEMBRANEAPPLICATION
A. cenerol: Apply in occordqnce wilh monufoclurer's recommendoiions.
B. Apply primer lo oll surfoces ond ol the juncture of qll horizontol surfoces ond verticol
surfoces, to fhe height indicoled on lhe Drowings (8" min.), such os poropei wolls, curbs.
columns ond oll penelrotions lhrough the deck, io receive woierproofing membrone,
including over floshings, ol o role of 400-600 sq. ft. per gollon. Avoid puddles. Allow
primer lo dry for l-hour minimum, 8 hours moximum.
C. Heof membrone blocks in o twin woll ketlle with continuous ogitolion. Do nol exceed
moximum sofe operoting lemperolure of 400 degrees F.
D. Apply heoted hot opplied membrone lo primed oreo ond pre-insiolled floshings os
required lo obtoin on overoge thickness of 9O mils.
E. Apply reinforcing cloth ond ony required floshings while membrone is still worm ond
locky. Cut ond trim off ony wrinkles or overlop sections of th(! reinforcing fobric.
F. Apply o second cool of hot opplied membrone os required fo obioin on overoge
thickness of 125 mils. Totol thickness of the system sholl be 215 mils.
G. Curing: Cure membrone minimum 24 hours before flood lesting ond bockfilling.
3.05 FIELD QUALITY CONTROL
A. Flood Tesl: Flood tesl for 24 hours.l. Allow membrone fo cool. Plug droins ond provide bqniers necessory lo conloin
floodwoter.2. Woter Depfh: Minimum 2 inches bui nol greoter lhon struclurol copocity of
slructurol deck,or supporfing siructure. Consull wilh Sfruclurol Engineer.3. Inspecl for leoks ond repoir membrone if leoks ore found when membrone is dry.4. Repeof test until membrqne is leok free.
3.06 PROTECTION
A. Prolecfion Boord: Apply occording lo monufocturer's recommendolions immediotely
ofter flood lesling on horizonlol surfoces. lf flood festing is deioyed, instoll o lemporory
covering to prolecl lhe membrone from domoge by other'li.odes..
D. Droinoge Composife: Insloll over profection boord in occordonce wifh monufocturer's
recommendolions.
oA 0210 07142-5
3.O7
A.
CLEANIHG
Moinloin work oreo in o neot ond orderly condilion, removing empty conloinen, rogs,
ond rubbbh doif from the site.
Cleqn sfoins from odjocent surfoces os recomrnended by monufocfurer. Remove foreign
motler fiom finished mernbrone surfoce.
END OFSECTION
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oA0210 071424
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sEcTtoN 07185
TRAFFIC DECK SEALANT AND WATERPROOFING SYSTEM
PART I - GENERAL
r I.OI SUMMARYI
A. Seclion Includes:
I L Proleciive Concreie Seoler for lhe Following Surfoces:I o. New concrete froffic topping.
b. New concrete slobs-on-grode, concrele poving, curbs, wolks, islonds ond pour
I slrips inside the porking strucfure (not including enclosed rooms).
I c. New concrele sloirs ond londings.2. Exponsion joinf seolonl syslem, pre-molded ond extruded.
r 3. Concrefe controljoinf seolont sysfem.
Ir B. Reloted Seclions:l. Povemenl Morking: Secfion 02765.
I I.O2 SYSTEM DESCRIPTION
I A. Single Coniroct Responsibility: lt is ihe inlenl of this section of lhese specificotions ihot o
I single instoller be responsible for providing o complefe seolqnt ond wolerproofing syslem
designed to minimize lhe occunence of common seolonl, wolerproofing ond concrele
I deferiorolion problems. In order lo obloin lhese objecfives, oll meosures colled for in
I these specificotions will be rigorously enforced.
I.O3 SUBMITTALS
I A. Generol:l. Moke submillols in occordonce wiih lhe requirements of Seclion 01330 ond os
I specified herein.
I 2. Submil reviewed shop drowings io oll olhers whose work is relofed.3. Submit five copies of snow removol guidelines for oreos covered by fhe guoronlee.
I B. Profeciive Concrele Seoler Syslem:r l. Submit wrilfen compulotions io lhe Architecl of moferiol quonlities to be opplied to
concrete surfoces ol leost two weeks prior to seoler opplicolion.
I 2. Submit proposols for olternole opplicolion methods to lhe Archilect oi leosl twoI weeks prior lo seoler opplicolion.
I C. Exponsion Joinf Seolonl Syslem Pre-Molded ond Exlruded:
f l. Submit:o. Moferiol somples.
I b. Instqllqtion plons ond lorge scole detoils.
I c. Field somples of premolded ioint seolont. Width, thickness ond duromeler
hordness ot seolonl moy be checked by lhe testing ogency.d. Olher informotion required lo define joinl plocemenl or inslollofion.
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D. Concrete Confrol Joinl Seolonl Sysfem:l. Submit:
o. Moferiols somples.
b. Inslollofion plons ond lorge scole detoils.c. Any oiher informolion necessqry lo show plocemenl of conlroljoinl system
I.O4 QUALITY ASSURANCE
A. Generol:l. One monlh prior lo construclion, provide wrillen certificotion to lhe Archilect fhot
ihe system insloller is opproved by such syslem mqnufqclurer.2. Moleriols sholl be compotible wifh the moleriols of reloled work with which lhey
come inlo contoct ond with lhe moferiols covered by this secfion.
B. Profective Concrele Seoler:l. Monufoclurer shqll provide o complele sysiem of compofible moteriols designed lo
produce o proleciive seoler.2. Upon requesl, monufocfurer sholl lurnish o somple of the moteriols to be used on lhis
projecl to lhe Owner for speclrogrophic onolysis.3. Upon request, furnish odditionol somples, one for eoch l0O gollons of moleriols
used, lo lhe Owner os ihe seoler is insfolled. Designote lhe lol ond bolch number
from which eoch somple is loken ond idenfify the boy ond tierwhere sompled
bolch is opplied. All somples moy be senl lo the testing ogency for speclrogrophic
comporison wifh the originol somple lo verify thot fhe moleriol inslolled on this
projecl is fhe some os thof submilled initiolly by lhe monufoclurer os o stondord.4. The seoler sholl be opplied fo lhis projecf ot lhe some role used to poss the NCHRP
244 lest. However, Article 3.03, BS of lhis specificotion ntusl olso be mel. lf bolh
requiremenls connol be mel simulloneously with o single opplicotion roie the seoler
will be rejected.
C. Exponsion Joint Seolonl Syslem:l. Mqnufoclurer to review ond opprove oll deloils prior lo conslruction. Verify thot
seolont widfhs os detoiled ore sufficient to occommodole lhe movemenls
necessory for proper funclioning of the joint. Contirm in wiling to lhe Architecl.2. Coordinole services wilh relofed work including lhe loyouf of the joinl syslem ond
opprovol of ihe mefhods for providing the joints.
3. Inspect sile fo insure proper joinf configurotion in lhe field.
D. Concrete Control Joint Seolonf Sysfem:I. Review ond opprove joint defoils prior lo conslruclion.2. Coordinole the loyout of fhe joinl syslem ond dpprove lhe methods for providing
the joinfs wifh the precosl concrele ond concrele confroclors.3. Inspecl sile ond precosl plont prior to precost produclion to insure proper joint
configurolion.
I.05 DELIVERY, STORAGE AND HANDLING
A. Deliver oll moferiols fo site in originol, unopened contoiners, beoring the following
informotion:l. Nome of producl.
2. Nome of mqnufqclurer.3. Dole of preporolion.
4. Lof or bolch number.
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oA 0210 07185-2
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I B. Slore moleriqls under cover ond prolect from the weother. Reploce pockoges or
moleriols showing ony signs of domoge wilh new moteriol ol no oddilionol cosl lo the
I Owner
I I.06 WARRANTY
I A. Wononty opplies lo oll moferiols covered in lhis seclion except lhe protective concreler seoler.
I B. Fumish the Ownerwiih o writlen toiol responsibility guoronlee thqt the system will be free
I of defecls, woler penelrolion ond chemicol domoge reloted to sysiem design;
workmonship or moleriol deficiency, consisfing of:
I l. Any odhesive or cohesive foilures.
I 2. Spolling surfoces (opplies to woterproofing iroffic beorirrg membrone only).
3. Weothering.
., 4. Surfoce crolng (does not opply to lroffic topping proieclion course).
I 5. Abrosion or teor foilure resulting from normol lroffic use.
C. lf lhe mqferiol surfoce shows ony of fhe defecls listed obove, supply lobor ond moleriol
I fo repoir oll defective oreos ond lo repoint oll domoged line stripes.
I D. The guorontee period sholl be three yeors commencing wilh the dote of occeplonce ofI the work.
I E. Perform ony repoir under lhis guoronlee ol no cosl lo lhe Owner.
I F. Prior lo conslruclion. provide the Archilecf wilh o somple of the f inol guoronlee.I
G. Snowplows, vondolism, obnormolly obrosive mointenonce equipment, spinning sludded
I snow fires, fruck lroffic ond conslruclion troffic ore nol normol froffic use ond ore
I exempied from lhe wononty.
I PART2-PRODUCTS
2.OI MATERIALS
I A. Proteclive Concrele Seoler: For exisling ond new concrete surfoces below lop level shollr be Closs 5:L Approved Proleclive Concrete Seolen:
I o. "lsoflex 6l I U.V.S." by Horry S. Pelerson Componies, Pontioc, Michigon (2 coots
I ot 400 sq. ff./gol. per cooi).
b. "Hydrozo Cleor30" by HydrozoCootings Co., Lincoln, Nebrosko (I coof of 100
sq. ft./gol.).
I c. 'T85960A" by Tremco. Clevelond, Ohio. (l coot ol 200 sq. ft./Sol.l.d'
;ffi;3r"'"11"i:"r1ffi i1 lffif " chemicqr co " creverqnd' ohio ( minimu m
I e. "Consolideck SX'Siloxone by ProSoCo lnc.. Konsos Cily, Konsos (minimum
opplicolion role = 1255 sq. ft./gol.).f. Approvedsubstilute.
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07r85-3
B.Exponsion Joint System:l. Premolded seolonf syslem where shown ond os detoiled on lhe drowings:o. Approved Moleriols:l) "lsoflex Foclory Molded Exponsion Joinf Seoling Syslem" by Horry S.
Pelerson Componies, Ponlioc, Michigon.2) 'Tremco Troffic Joint System" by Tremco, Clevelond, Ohio.3) Approvedsubsfilule.
b. All premolding sholl be performed by lhe moteriol monufoclurer ol the focfory.2. Exfruded exponsion joini syslem where shown ond os detoiled on lhe drowings.o. Approved Moleriols:
I ) "Melol Flex Aluminum Exponsion Joinl Systems" by the Horry S. Pelerson
Componies, Ponlioc, Michigon.2l "Wotson Bowmon Exponsion Joini System" using Wobe Strip Seol Type A or
E ond Glond Type 5, 56, L or LG, oll os indicoted on lhe drowings by
Wolson Bowmon Associoles, Inc., Buffolo, New York.3) "Elosiometol Aluminum Exponsion Joinf Seoling Sysfems". by Elostometol
. Limited, Burlingfon, Onforio.4) Approvedsubstitute.
Concrete Control Joinl Seolonf System:l. Provide o complele syslem of compotible moteriols designed by fhe monufocfurer
lo produce wolerproof, iroffic-beoring control joinls os deloiled on lhe drowings.2. Compounds used for seolonfs sholl nof stoin mosonry or concrete. Aluminum
pigmented compounds ore nol occeptoble.3. The color of seolonls sholl molch odjocenl surfoces.4. Bond Breokers qnd Fillers: As recommended by lhe sysiem monufoclurer.5. Primers, os recommended by lhe seolonf monufocturer, sholl be used in
qccordonce wifh their printed inslrucfions.
Seolonl for Horizontol (Non-Cove) Joints:l. Troffic beoring, two-component, Type I self-leveling unmodified polyurelhone
seolont conlqining no cool lor, ospholf or oiher odulteronls ond conforming lo
Federol Specificofion TT-S-00227E. Approved conlrol joinl seolonts.o. "lsofex 88OGB" by Horry S. Peterson Componies, Pontioc. Ml.b. "NR-200" by Pecoro Corp., Horlyesville, PA.
c. 'sonolosiic Poving Joinl Seolont" by Sonneborn Contech, Minneopolis, Minn.d. 'THC900/THC90l" by Tremco, Clevelond, OH.e. Approvedsubstifule.2. Proposed substitulions sholl show proof of solisfocfory performonce for o previous
five-yeor period.
Seolonl for Verticol ond Cove Joinls:l. Two-componenl, Type ll, non-sog unmodified polyurelhone seolonl conloining no
cool tor, ospholt or other odulteronls ond conforming lo Federol Specificoiion TT-S-
@227E. Approved control joinl seolonts:o. "lsoflex 882 GB or lsoflex 2000" seolonl (groy) by the Horry S. Peterson
Componies, Ponlioc, Ml.b. Tremco Dymeric By Tremco. Clevelond, OH.c. Approvedsubslitute.
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oA 0210 0718s-4
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PART 3 - EXECUTION
3.OI EXAMINATION
A. Verificotion of Conditions:l. Exomine surfoces to receive lhe work ond reporl immediotely in wriling fo the
Archilecl ony deficiencies in lhe surfoce thot render il unsuitoble for proper
execulion of lhis work.2. Coordinote ond verify lhoi reloled work meels the following requiremenfs:
o. Concrete surfoces ore finished os occeptoble for the syslem to be instqlled.
b. Curing compounds used on concrele surfoces ore compotible with the work lo
be inslolled.
c. Concrefe surfoces hove compleled the proper curing period for lhe syslem
selecied.
PREPARATION
Proleclive Concrele Seoler:I. All conlrol joinf ond exponsion joinl work musl bd complele ond occepled by the
Archiiecf prior lo beginning proleclive seoler surfoce preporolion ond opplicotion.2. This Controcfor sholl be responsible for repoir or replocemenl of oll seolonl moleriols
domoged by surfoce preporofion operolions.
3. Wolerblost, sondblosl or mechonicolly cleon the surfoces lo be lreoted os specified
by lhe seoler mqnufocturer prior to seoler opplicotion.4. Equipmenf used during floor slob cleoning sholl not exceed lhe height limilolion of
the focility ond sholl not exceed o 3,000 lb. oxle lood or vehicle gross weighl of 6,000
lbs.
5. Woter jet pressure ol the wolerblosling eguipment sholl hove o consiont pressure
between 2,000 psi ond 5,000 psi. Keep woter jel from previously instolled seolqnl
moferiols.
Exponsion Joint Seoloni System:l. Coordinote the exponsion joint seoling syslem wilh olher reloled work prior fo
instollotion of lhe exponsion joinl seolont.
2. Check odhesion fo subslroles ond recommend oppropriote preporofory meqsures.
3. Proceed with the exponsion joint seolont only ofler unsotisfoctory condilions hove
been conected in o monner occeploble to the instoller.
4. Cleon joinls lhoroughly in occordonce with the monufoclure/s insiructions lo
remove oll loilonce, unsound concrele ond curing compounds fhof moy inlerfere
with odhedon.5. Ceose inslollolion of seolonts under odverse weother conditions or when
temperolures ore below or obove monufoclurer's recommended limilolions for
inslolloiion.
6. Prepore for instollolion of extruded exponsion joinl systems per the monufoclurer's
recommendolions.
Concrefe Conlrol Joint Seolonl Syslem:l. Coneci unsotisfocfory condilions in o monner occeploble lo lhe insloller before
inslolling seolont syslem.
2. Grind joini edges smoolh ond slroight prior lo seoling. All surfoces lhol ore to
receive seolonl sholl be dry ond thoroughly cleoned of oll loose poriicles, loitonce,
dirl, dust, oil, greose or olher foreign molter. Gef witten opprovol of fhe method
from the syslem monufociurer prior to beginning cleoning.
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oA 0210 07185-5
3. Check preporotion of subsfrole for odhesion or seolonl.4. Prime ond seol joinis occording fo the monufqcturer's direcfions ond protecf os
required uniil seolont is fully cured.5. Ceose instollolion of seolonl under odverse weolher condilions or when
lemperolures ore below or obove monufoclurer's recommended limilotions for
inslollotion.
3.03 INSTALLATION/APPLICATION
A. Generol:l. Do oll work in sfrict occordonce wilh monufocfurer's wrilten instruclions ond
specificolions including bul nol limited fo moislure conlenl of lhe subslrole,
olmospheric condilions (including relolive humidity ond temperolure), coveroges,
mill lhicknesses ond fexlure ond os shown on lhe drowings.
B. Proleclive Concrete Seoler:l. Submil monufoctureCs recommended opplicotion rqies in wriling prior to slorl of
seoler opplicotion. O7l0O, 104 84 stoles lhe minimum role.2. All concrele lo be lreoled sholl be cured obove 50o F. for oi leosi 14 doys before
opplying seoler.3. All concrele fo be lreoted sholl be oir dried for ol leost T2houis (following surfoce
welfing) ol temperofures obove 50'F. immediolely before opplying penelroling
seoler syslem.4. Ambienl ond concrete temperofures sholl be 50o F. or higher during opplicotion of
protecfive seoler.5. Insioll lhree triol sections of lhe seqler to verify thol lreofed surfoce is nol glozing os
o resull of lhe seqler opplicotion. lf opplicolion of lhe seoler cquses glozing of the
triol seclion, then lhis Controclor sholl conloct lhe seoler monufoclurer lo obloin
wrillen recommendofions for solving lhe problem. This Conlroclor sholl nol proceed
with seoler opplicofion following triol seclion opplicotions unlil directed lo do so in
wriling by the Architect.
6. Cleqn oll surfoces offected by seoler moferiol oversproy ond repoir oll domoge
coused by seoler moleriol oversproy to odjocenl construclion or property ol no cost
lo the Owner.
C. Exponsion Joinf Seolonl Syslem:l. During months when lhe historic meon doily temperoiuie ol the projecl is 20' F. or
more colder lhon the onnuol meon doily lemperofure, premolded seolont sholl be
inslolled on o lemporory bosis lo prevenl hol weolher buckling. Permoneni
insfollolion sholl be done in summer when lhe Architecl direcls.2. lnsloll exlruded exponsion joini syslem per monufociurer"s inslrucfions.
D. Concrefe Control Joinl Seqlqnl System:I. Completely fill fhe joint without sogging or smeoring onlo odjocenl surfoces.2. Fill horizontol joints slightly recessed lo ovoid direcl confocl with wheel troffic.
END OF SECTION
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oA 0210 07185-6
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sEcTroN 072t0
I BUILDING INSULATION
T PART I -GENERAL
I.OI SUMMARY
t A. Seclion Includes:l. Rigid insulolion ot foundotion perimeter on foundolion wolls ond under outside
I edge of floor slqbs on grode.
l| 2. Blonkel Insulolion os indicoled.
I B. Reloted Seclions:
I l. Sound Insulolion in Portitions: Seclion 09263 Gypsum Boord Portitions ond Wqlls.
I t,o2 DELTVERY. STORAGE AND HANDLTNG
I A. Generol: Complywith Section 0150O. Slore insuloiion under cover lo prevenl weolher
domoge.
I PART2-PRODUCTS
I 2,O1 RIGID INSULATION
I A. Foundolion Insulotion: ASTM C578, Type lV Rigid Extruded Polyslyrene Insulolion:
I l. Producls:I 3: 3SY"il:?,ff[il,ro,.zsoc. DiversiFoom Producls CerliFoom
I d. PACTIV Building Producls GreenGuord.
I e. Accepted subslilule in occordonce wilh Section 01600.2. Thickness: 2'
I 3. Adhesive: As recommended by monufoclurer.
I 2.02 BLANKEIINSULATION
I A. Monufocturers:r l. Owens-Corning
2. Johns-Monville
I 3. CertoinTeed Corp.
t 4. Accepled substitute in occordonce wilh Section 01600.
I B. Insulolion: Fibergloss blonkels.
I l. Thickness ond R-Volue: As indicoted.2. Widlh: As required fo fil froming.
" Eocing: Foil foced.II C. Exposed Insulolion: Insulofion nof insfolled substontiolly qgoinsf the inside foce of finish
moferiols sholl nof hove combustible coverings. Exposed insulotion sholl be foil foced
I wi|h flome spreod roling of 25 or less in occordonce wifh ASTM E84.I
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PART 3 - EXECUTION
3.OI E(AMINATION
A. Verificofion of Condilions: Comply with Seclion 0l6OO:l. Exisfing Conditions: Eromine before beginning inslollofion.2. Nolificolion: Nolify Generol Conlrocfor of unsolisfoclory condilions in writing with
copy lo Archifecf.
B. Acceptonce: Beginning of work meons occeplonce of existing condilions by instoller.
g.O2 INSTALLATION
A. Rigid Insulolion: Insloll insulolion boord in os lorge seclions os possible in order to minimize
joinfs. Apply boord lo bocking using odhesive melhods recommended by
monufocfurer.
B. Blonket or Bofl Insulofion: Insloll insulolion clccording lo monufoclurer's
recommendofions. Fit fighf to odjoining work ond odjoining insulolion so lhot completely
fighl enclosure free from open joinls, holes, crocks ond voids is ochieved. Attoch
insulolion in ploce in monner insuring slobility ond to eliminoie sogging.L Fqced Blonkefs: Secure flonges fo froming for leok free bonier.
END OF SECTION
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oA 0210 072lo-2
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sEcTtoN 0726r
I
UNDERSLAB VAPOR REIARDER
PART I - GENERAL
I r.or suMMARYa
A. Section lncludes:
I l. Continuous vopor relorder under oll bosemenl inlerior slobs on grode wilh
I exceplion of porking goroge.
2. Compocloble gronulor bose over vopor relorder.
I B. Reloled Seclions:l. Subgrode Preporolion ond Compocfion of Gronulor Bose: Secfion 02300 Eorthwork.). Concrele Floor Slobs-on-Grode: Seclion 03300 Cost-in-Ploce Concrefe.II r.o2 REFERENCES
I A. Reference Stondords: See Secfion 01423. Comply with following.
I l. ASTM El64$98 - Stondord Proclice for Inslqlloiion of Woler Vopor Retorders UseC in
r 2. i;#,TlX'ii:i?""i":81'J:i#:T,X"J,::fi,'Jii:"'l$Re,orders used in confocr
I with Soil or Gronulor Fill Under Concreie Slobs.
r B. Guide References ond Stondord Proctices:
I l. ACI 302.1R-96 Guide for Concrete Floor ond Slob Construcfion.
I.O3 SUBMITTALS
I A. Submitlols for Review: Submit the following in occordonce wilh Section 01330 Submittol
Procedures:
I l. Product Dolo: Submil copies of mqnufoclurer's currenl cotolog lilerolure covering
I oll moleriols ond occessories. Include insfollolion inslruclions.
I.O4 QUALITY ASSURANCE
II A. Conlroclor Quolificqfion: Applicolor sholl hove o minimum of two yeors experience on
equivolent projecfs.
I r.o5 pRoDUcT DELrvERy, sToRAGE AND HANDLTNG
I A. Generol: ComplywithSeclion0160O.
I B. Delivery: Deliver vopor reforder in originol unopened monuflrcturer's contoiners wilh
t lobels infocl.
t C. Sforoge: Profecl vopor relorder from domoge ond keep dry.
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PART 2 - PRODUCTS
2.OI UNDERSLAB VAPOR RffARDER FOR BASEMENT FLOORS
A. UNDERSLAB VAPOR RETARDER FOR FLOOR SLAB ON GRAD
A. Accepioble Monufoclurers ond Producls:l. Floor Seol Technology, Inc., www.floorseol.com - TruBonier, l2 mil virgin resin, co-
exlruded lominoling, high density bocking syslem wilh low-density white surfoce.2. Fortifiber Corporofion, www.fortifiber.com - Moistop Plus, consisling of o non-woven
geo-lexiile lominoled to o polymer film.3. Roven Induslries, Inc., - Duro-Skrim 8, consisling of o heovy-duty scrim reinforced
vopor relorder lominoted between two loyers of polyethylene. B-mil fhickness.4. Reef Industries, lnc., www.reefindustries.com - Griffolyn Type T-65, lhree-ply lominofe
consisting of lwo loyers of polyethylene wifh o high strength cord grid reinforcement.5. Slego Induslries, LLC. www.slegoinduslries.com - Stego Wrop Vopor Bonier,
exlruded lO-mil fhickness polyolefin membrone monufocfured with virgin resins.
6. W. R. Meodows, Inc., www.wrmeodows.com - Seoltight Vopor-Mql, l0-mil lhickness
polyefhylene film.
B. Vopor Permeonce: Moximum 0.10 perms, meosured in occordonce wilh ASTM E96,
Procedure A.
C. Punclure Resislonce: Minimum 475 groms when meosured in occordonce wilh ASTM
D1709. Method B.
D. Joinf Tope: Monufocturer's slondord for vopor retorder procir;cl used.
2.O3 GRANULAR PROTECTION LAYER OVER VAPOR BARRIERS
A. Compocfible Gronulor Bose Moteriol For Plocemeni Over Vopor Relorder: Cleon, fine-
groded crusher fines or monufoclured sond, hoving o uniform distribulion of porticle sizes
ronging from the No.4lhrough the No. 20O sieve, with l0 percenl to 3O percent of
porticles possing o No. I 0o sieve, ond nol contominoted wiih cloy, silt or orgonic
moteriol.
B. Moislure Confenl: Minimum moislure conlenl lo meet compoclion requirements.
PART 3. EXECUTION
3,01 PREPARATION
A. Where vopor relorder is instolled over grode, toke core to obioin smooih level surfoce.
B.lf vopor bonier is to be ploced over o rough gronulor soil or I1,, ploce opproximotely %
inch thickness of fine-groded bose moleriol over subgrode. Roll or compocf to provide
smoolh ond level surfoce wiihoui jogged moleriol protruding fhol could punclure vopor
reforder.
3.O2 INSTALLATION
A. Ploce vopor retorder under oll new inlerior slqbs on grode. Use widesf proclicol widlh of
film.
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I B. Where lops ore required, lop nol less lhon 6 inches. Tope oll seoms in occordonce withI monufocfurer's inslrucfions.I I. First Floor Level Floors: Ploce lop lop in direcfion of spreoding of compoctible
gronulor bose.
I C. Corefully fit oround service openings. Cut film oround pipes ond conduif piercing
retorder, ond opply pressure sensilive lope io insure moximum bonier effecliveness.
I D. Ploce pipes, conduils, elc. on lop of vopor bonier, loking core lo prevenf film punclures.
3.03 ADJUSTMENT AND PROTECTION
Ir A. Bosemenl Floors: Repoir ony domoge lo film prior lo plocing concrele.
I B. Firsl Floor Level Floors:
I l. Repoir ony domoge to film prior to plocing gronulor bose.2. Gronulor Bose: lmmediotely prior lo plocemenl of concrele, cover vopor bonier
I wilh lhree-inch thick uniform gronulor bose for prolecfion. Compocl in occordonce
I wilh requirements of Secfion 02300 for gronulor fill under floor slobs. Prolecl bose
from excessive moisture beyond minimum reguired for compoclion unlil concrete is
r ploced.
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END OF SECTION
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sEcTtoN 07270
AIR BARRIERS
PART I - GENERAL
I r.0r SUMMARY
r A. Section lncludes:
I t.
"Tl[r"us
oir infillrotion bonier over gypsum sheothing ot oll oreos behind wood
I 1,O2 SUBMITTALS
I A. Producl Doto: Submil lo the Architecf copies of monufocturer's specificolions coveringr oll moleriols ond occessories.
I I.O3 QUALITY ASSURANCE
t A. Conhoclor Quolificolion: Applicotor sholl hove o minimum of two yeors experience onI equivolenf projecls.
I I.O4 PRODUCT DEIIVERY, STORAGE AND HANDLING
t A. Generol: Comply with Section 01600. Deliver in originol unopened monufoclurer's
r conloiners with lqbels inloct. Store in woy protecl from domoge ond keep dry.
I I.05 SEQUENCING/SCHEDULING
I A. Instoll oir infillrolion bonier prior to inslollotion of slone veneer woll ties.I
PART 2- PRODUCTS
I
I 2.01 MANUFACTURERS
I A. Acceptoble Monufociurer:
I l. DuPonf Consiruction ProduclsI 2. Accepled subslitule in occordonce with Section 01600.
I B. Descripfion: DuPonf Tyvek Commerciol Wrop Polyethylene reinforced Olefin Fobric.I
C. Joinf Tope: As recommended by fhe monufocturer.
I D. Foslenen: Sloples/
I PART3-E(ECUTION
r 3.ol EfiMINATIoN
I A. Verificolion of Condilions: Exomine substrote prior lo beginning opplicotion lo ossurer lhof previous work is free from condilions thot will odversely offecl fhe execulion ond
quolity of work. Do nol storl work until unsolisfocfory conditions ore conected.
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3.@
A.
INSTAITATION
lnsloll sheefs horizontolly in shingle foshion. Sfople to wood fioming. Screw through
gypsum sheofhing into sleel froming. Lop olljoints cts recommended by monufocturer
ond cuf light oround oll penefrolions.
Tope olljoinfs ond edges ond oround oll penetrofions fo form o leok free boder.
EJ'.ID OFSECTION
oA0210 072702
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I sEcTtoN oz3l2
FIBERGLASS REINFORCED SHINGLES
I
PART I - GENERAL
I r.or suMMARy
A. Section Includes:
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l. Fibergloss reinforced ospholt shingle roofing.
B. Relofed Seclions:
I I. PlywoodSheolhing: Section0610ORoughCorpenlry.
I 2. Floshing: Section 07600 Floshing ond Sheel Metol.
3. Membrone Underloyment: Seclion 07133.
I 1.02 REFERENCES
A. Reference Slondords: See Section 01423. Complywith following:
I l. Aspholf Roofing Monufoclurer's Associofion "Residentiol nsfnolt Roofing Monuol",I lotest edition. Keep copy ol sile.
I I.O3 SUBMITTALS
I A. Producf Dolo: Submit in occordonce with Section 01330.
I B. Somples: Submil in occordonce with Seclion 01330 for color seleclion.
C. Controcl Closeouf Submiltols:
I I. Wononty: SubmitinoccordoncewilhSecfion0lT80.I
I.O4 QUALIry ASSURANCE
I
I A. Regulolory Requiremenls: Comply with:L Fire Roting Requiremenl: UL Closs A.c Wind Resislonce Requiremenf: UL Wnd resislont.II B. Pre-lnslollolion Conference: The Generol Controclor sholl schedule o conference for oll
reloled trodes lo discuss procedures ond responsibilifies before sforl of roofing.
I I.O5 DELIVERY. STORAGE AND HANDLING
I A. Generol: ComplywithSection0l600.r B. Siore shingles off ground ond cover fo prevenl exposure fo weqlher.
I r.06 WARRANTY
A. Wononlies:
I l. Provide two yeorwrillen wononly covering moteriols ond inslollolion for roofing inI occordonce wifh Seclion 01780.
I OA 0210 07312-l
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2. Monufoclure/s Wononty: Provide SGyeor wononly in occordonce wifh Seclion
01780.
I.O7 MAINTENANCE
A. Exho Moteriols: Provide Ownerwilh one squore of replocement shingles.
PART 2 - PRODUCTS
2.01 SHINGLE ROOFING
A. Mqnufoclurers:
L Tomko Roofing Products
2. Accepted subsfilute in occordonce with Section 01600.
B. Monufocfurer ond Type: Tomko Heriloge Declorolion shingles. self-seoting, 5-5/8"
exposure, l}l /4' x39-3lA'.l. Color: As selecled by Architecf.
C. Underloyment See Section 07133.
D. Noils: Lorge heod golvonized or oluminum roofing noil. Length os required to penelrofe
sheofhing, l2 goge minimum.
PART 3 - EXECUTION
3.OI EXAMINATION
A. Verificotion of Condilions: Comply wilh Seclion 016@:
l. Loyouf: Verify loyoul of work before beginning instollotion.
2. Existing Condilions: Verify lhot work of olher trodes, whibh penetroles roof deck
ond floshings hove been compleled. Exomine surfoces for inodequofe onchoroge,
droinoge, foreign moleriol, moisture ond unevenness thoi would prevenl lhe
execufion ond quolily of opplicotion of roofing syslem.
3. Notificotion: Nolify Generol Controclor of unsolisfoctory condifions in wriiing wifh
copy fo Archiiect.
B. Acceplonce: Beginning of work meons occeplonce of exisfing condilions by instoller.
3.O2 PREPARATION
A. Underloymenf: See Section 07133.
3.03 SHINGLING
A. Generol: Comply wilh Residenfiol Aspholl Roofing Mqnuol orrd opply in occordonce
wif h monufoclurer's recommendofions.
B. Shingles: Loy in horizonlol courses with five-inch exposure ond fwo inch minimum heod
lop.
L Eoch Course: Breok joinfs wilh preceding one.
2. Stoples: Nol ollowed.
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3. Exposed Noils: Permissible only in lop courses where unovoidoble. Cover exposed
noilheods wilh eloslic cement spreod thickly over exposed surfoce of undercourses
of shingles, noiled securely in ploce ond poinfed wilh elostic cemenl.
4. Neotly fit shingles oround ony pipes, venlilofon, elc.5. Build in ploce ond ploce floshing pieces furnished under Seciion 0760O ond
cooperoie in doing work of floshing.6. Shingles Overlopping Sheet Melol Work or Flexible Floshing: Ploce noils to ovoid
puncturing floshing wherever possible.
C. Compleled Roofing: Shingles musl be sound, whole ond cleon, ond roof left tighf ond
neol exomple of workmonship.
END OF SECTION
I
I SECTTON 07538
T
FULLY ADHERED EPDM MEMBRANE R.'FING
I PARTI.GENERAL
I r.or sUMMARYaA. Seclion Includes:
I l. Fully odhered EPDM single membrone roofing ond bose floshings.
I 2. Bonding odhesives, lop seolonts, fosleners ond other occessories.
r B. Reloled Seclions:
I l. Slrucfurol Roof Deck: Seclion 06100 Rough Corpenfry.r 2. Perimeter Noiler: Secfion 06100 Rough Corpentry.
3. Melol Floshing: Seclion 07600 Floshing ond Sheel Melol.
I 1.02 REFERENCES
I A. ReferenceSiondords: SeeSeclion0l423. Complywiththefollowing.
I B. Americon Society for Tesling ond Moferiols Stondords:
I | . ASTM C | 289 - Specificotion for Foced Rigid Cellulor Polyisocyonurofe Thermol
I Insulofion Boord.r 2. ASTM DI079 - Terminology Relofing fo Roofing, Wolerproofing, ond Biluminous
Moteriols.
I 3. ASTM D4637 - Specificotion for Vulconized Rubber Shee' Used in Single-Ply Roof
I Membrone.4. ASTM E I 08 - Tesf Methods for Fire Tesls of Roof Coverings.
I
I C. Foctory Muluol Reference Slondords:
l. FM 4470 - Approvol Slondord - Closs I Roof Covers.
I 2. Los Prevenlion Dolo I -28 - Wind Loods to Roof Syslems ond Roof Deck
I Securement, June 1998 edition.r 3. Loss Prevenlion Dolq I -29 - Above.Deck Roof Componenls, June | 998 edition.
I D. Underwriters Loborofories, lnc. Reference Sfondords:
I L UL Stondord Specificotion 790 - Tesl Sfqndord for Deiermining the Fire Relordoncy
of Roof-covering Moferiols.
I 2- Roof Moteriols ond Sysfems Direclory.
I 3. Fire Resislonce Directory. Volume l.
I E. Uniform Building Code Slondords:
I l. UBC Siondord l5-6 - Modified Bitumen. Thermoplostic crrrd Thermoset Membrones
Used for Rool Coverings.
I r.o3 PERFoRMANcE REouTREMENTS
I A. Provide woiertight, leok free roofing syslem copoble of wilhstonding fhermolly induced
I movemenl ond exposure lo weqlher wilhout foilure.
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B. Wind Uplift Resislonce Copocity: Meet bofh of following criterio os o minimum
l. Provide fully odhered syslem meeiing FM windslorm Closs I -90.
2. Provide fully odhered sysfem sufficienl to resisl wind uplift pressures colculofed in
occordonce with lhe 1997 edilion of lhe Uniform Building Code for indicoted
building heighl using wind speed ond exposure required by locol code.
I.O4 SUBMITTALS
A. Generol: Comply with Seclion 01330 Submitlol Procedures.
B. Producl Dolo: Include monufoclurer's specificofions covering roofing syslem moleriols
ond melhods proposed. Include mqnuloclurer's siondord detoils for seoming ond
floshing.
C. Shop Drowings: lndicoie loyout of insulotion boords, individuol membrone iheefs ond
foslener spocings.
l. Include deloils of peneirolions ond perimeler.
2. Indicole floshing defoils.
3. Include lopered roof insulolion lhickness ond loyout.
D. Somples:l. Submil I -0" x I -0 minimum size somple of membrone.
2. Submii somple of eoch type of foslener proposed for instollqlion.
E. Quolity Assurqnce Submitlols:
l. Credentiols: Prior to storting the roofing, submit credentiols from roofing
monufocturer of opplicotor opprovol.
2. Wind Upliff Report: Submit copies of lesting reporls indicoting roofing sysfem hos
been lesfed ond opproved forwind uplift criferio specified.
3. Foslener Certificolion: Monufoclurer's certificolion iderttifying moximum uplift
pressure resisled by foslener when fested in occordonce with FM 4470.
4. Design ond Specificotion Approvol: Submit Drowings, this Section, reloled Seciions,
ond proposed roofing ond insulolion syslem lo Monufocturer for review prior to
submilfol of shop drowings. Prior lo slorling roofing, submit o signed slofemenl by
membrone monufocfurer thoi the roofing design ond specificotions qre proper fJr
lhis pqrticulor project.
5. Monufocturer's Instollotion Inslruclions: Submii one copy for Architect's informqlion.
Mointoin one copy on sife until completion of roofing system instollolion.
Quolity Conlrol Submillols: Submit in occordonce with Section 01450.
I. Mqnufocturer's Field Reports:
o. Submit wriffen reporl from monufoclurer's represenlolive ofter inspeclion of
roof deck to verify deck is sotisfoclory for insfollotion of sysfem.
b. Submit oddilionol reporl indicoting roof hos been lnslolled in occordonce with
monufoclurer's requiremenls.
Controcl Closeoul Submittqls: Submit in occordonce wifh Section 01780.
l. Record of Work: Submit witfen records indicoting temperoture ond moislure
conditions ond lhe type ond locotion of work being dole during eoch doy of
roofing operolions.
2. Wononly.
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I r.o5 euALrTY AssuRANcE
I . InslollerQuolificolions: Roofing monufocturerlicensedinsloller.
I B. Pre-lnstollof ion Conference:l. Before beginning roofing inslollolion, hold conference wilh Generol Conlroctor's
I Superintendenf, roofing conlroctor, roofing monufoclurer's represenlolive, ond
I ffJ:1.,t::r.n'"n
conlroclor's foremon. Notify Architecl of meelins oi leosi l0 doys in
2. Discuss oll motters perioining to roof system insfollofion, including detoiling,
I preporolion, coordinoiion between lrodes, inslollotion techniques ond procedures,
I phosing ond scheduling.3. Toke minules ond distribute to oltending porlies ond Archifect.
t r.06 DELTVERY, STORAGE AND HANDLTNG
rr A. Generol: Comply with Section 01600.
r B. Delivery:l. Membrone Sheels 20 Feet to 30 Feel in Width: Deliver non-reinforced membrone
sheets lo sife wifh single fold.
I C. Hondling: Hondle insulolion ond rolled goods to prevenl domoge to edges or ends.
I D. Storoge:l. Slore olf lhe ground ond keep covered wilh wolerproof covering. Moferiols thqt
I 2. ffi.":ii#:Li,jffi:'5f:[:':iT:?t remperorure br,:rween 60 desrees ond 8or degrees F.
3. Reploce domoged moteriols.
f| 4. Do not leove insulofion exposed to weother.r I.O7 PROJECTCONDITIONS
I A. Environmenlol Requirements:l. Do nol expose membrone ond occessories lo o conslonl temperolure in excess of
I 2. l:i'r1tflffili;cturer's recommendoiions durins cord weofher.r 3. Adhesive Applicolion: Temperolure sholl be minimum 40 degrees F ond rising.
I B. Adjocent Moleriols: Do not use oil bosed or ploslic roof cemenl. Do nol qllow wosle
I products (peitroleum, greose, oil, solvenls, vegeloble or mineroloil, onimol foi) or direct
steom venting lo come in contocl wilh membrone roofing sysfem.
I r.08 WARRANTY
I A. Provide o monufocturer's wriffen lofol system wononty ogoinsi defecls in moleriols ond
I workmonship in roofing syslem for o period of ten (10) yeors in occordonce wilh Sectionr 01780.
I B. Submit conlrocl documents lo Monufqcturer for review ond verificolion of
I Monufoclurer's minimum wononty requiremenls prior fo submitlol of shop drowings.
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PART 2 - PRODUCTS
2.O1 MANUFACTURERS
A. Acceptoble EPDM Sheet Monufoclurers:L Cqdide SynTec, Inc.2. Firestone Building Producfs Compony.3. Accepted subsliiule in occordonce wifh Section 01600.
B. Acceploble Roofing Systems:l. Codisle SynTec Inc. Sure-Seol fully odhered EPDM system.2. Fireslone Rubbergord EPDM Fully-Adhered Syslem.3. Approved subslituie by occepled monufoclurer.4. No ofher substilules ore occeptoble.
2.02 ROOFING MEMBRANE MATERIALS
A. EPDM Sheet Mqteriol: ASTM D4637, Type l. Vulconized elostomeric lerpolymer of
elhylene, propylene ond diene.l. Thickness, Grode ond Closs: 50 mils, nominol, Grode I qnd Closs U, unreinforced.l. Thickness, Grode ond Closs: 45 mils, nominol, Grode I or 2 ond Closs SR, scrim or
fobric inlernol reinforced.2. Non-Reinforced EPDM Sheet Size: 25-foof moximum width by l0O foof moximum
lengfh.
2. Sheel Size: lGfoot moximum width by l0O foof moximum lenglh of seomless sheel.
No focfory splices.3. Exposed Foce Color: Block.
3. Exposed Foce Color: While.
B. Sure-Seol Syslem Moleriols:l. Membrone: Corlisle Sure-Seol reinforced or Firestone Rubbergord, 0.045'minimum
fhickness. block EPDM rubber sheel.2. Bonding Adhesive: Monufqclurer's slondord woter-bosed bonding odhesive.o. Volotile Orgonic Compounds (VOCI: Moximum 50 groms VOC's per liter.3. Splicing Cemenl: Roof membrone Monufocturer's slondord product.
o. Codide Splicing Cemenl.b. Fireslone SA-1065 Solice Adhesive.4. Splice Cleoner, Lop Seolonl, In-seom Seolont, Wqter Cul-offs ond Miscelloneous
Accessory Moleriols: Roof membrone Monufocfurer's siondord producls.
5. Pre-cleonedMembrone: Conlroctor'soplion.
2,O3 FLASHING
A. Floshing: Corlisle Sure-Seol or Firesfone Rubbergord, 0.050" thick, or equol of olher
occeploble mqnufocturer.l. Wolls, Poropels ond Curbs: Cured EPDM membrone floshing wilh reinforced
securement slrip.2. Metol Edging: Cured or semi-cured EPDM membrone floshing os recommended by
monufoclurer.
3. Penetrolions, Corners ond Olher Locolions Where Floshirig Membrone Musf Be
Formed: Elosloform uncured neoprene.4. Provide cured ond uncured floshing sheel in occordonce wifh monufocturer's
stondord floshing defoils.
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PART 3 - EXECUTION
3.OI EXAMINATION
A. Verificolion of Condilions: Verify thot work of olher lrodes thol penelroles roof deck hos
been compleled. Exomine surfoces for inodequole onchoroge, droinoge, foreign
moteriol, moislure ond unevenness thof would prevent ihe execulion ond quolity of
opplicotion of roofing system os specified. Report unsolisfoclory condifions lo the
Generol Conlroctor.
B. Acceplonce: Do nof proceed until the surfoce lo be covered is occeptoble. Beginn:ng
of work meons occeplonce of substrote.
3.02 PREPARAIION
A. Surfoces: Dry ond broom cleon before beginning work. Cleon roof droins ond colleciion
boxes os indicoted ond resel if droins ond boxes ore not ol the proper level fo droin lhe
finished roof.
B. Protection. Proiecl poving ond building wolls odjocenl fo hoist prior to storting work.
Lop suitoble protective mqteriols ol leost 6". Secure proteclive coverings ogoinsl wind.
Leove proteclive covering in ploce for durolion of roofing work.
3.03 EPDM MEMBRANE INSTALLATION
A. Inslollolion: lnstoll membrone fully odhered over structurol roof deck. Apply. lop ond
splice using melhods ond mqleriols recommended by ihe monufoclurer.
B. Membrone Bonding: Insloll membrone in monner lhol ollows lemporory seoling on
down-sbSe surfqce ot end of eoch workdoy.l. Unroll membrone ond remove bocking sheet in occordonce with monufoclurer's
instructions.
Position membrone wilh cleon side down of locotion where il will be odhered.
Fold sheel bock posl foclory seom io expose holf of sheet.
Apply membrone-bonding cement io subsfrole only ol rote ond using methods
recommended by the monufocturer
Allow odhesive lo dry to tocky stoge ond roll folded holf of membrone evenly info
odhesive.
6. Brush or roll bonded holf of sheel to fully bond sheel to subslrole.
7. Repeot bonding procedure wilh olher holf of sheel.
C. Tope Splicing:l. Cleqn ond dry surfoces fo be spliced wiih cleoning ogenls ond wipes
recommended by monufoclurer. Apply primer.
2. Form splices in slricl occordonce wilh monufocturer's instructions. Apply tope lo
bollom membrone sheel. Press tope onlo sheel using hond pressure.
3. Overlop lope roll ends o minimum of 1 inch.4. Roll splices lo fully bond lops.
5. Insioll o 6-inch wide secfion of Pressure-Sensilive Floshing or Elostoform Floshing over
oll field splice inlerseclions ond overlopped fope ends ond seol edges wilh Lop
Seolonl.
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D. Perimeler Allochmenl; Secure wilh mqnufoclureCs recommended mechonicol
fosteners ond rubber noiling slrips ol roof perimeler ond roof penelrolion curbs ond
E. Floshing: Apply, lop ond splice using melhods, moteriols ond deloils recommended by
lhe monufocfurer. Flosh oround penelrolions using foclory prefobricofed pipe seols
where possible. Field fobricoled seols moy be used where necessory using
monufocfurer's siondord detoils.
F. Terminolions: Moke lerminofions occording to monufocturer's stondord deloils ond os
indicofed.
G. Roof Wolkwqys: Insloll os indicqted on Drowings in occordonce wilh monufoclurer's
recommendotions,
3.04 FIELD QUALITY CONTROL
A. Monufoclure/s Field Services: A represenlolive of lhe monufoclurei sholl mqke on
inspeclion upon complelion to oscerlqin thof lhe entire syslem hos been insiolled
occording lo monufoclurer's specificolions ond deloils.
B. Record of Work: Keep o record indicoling femperolure ond moislure conditions ond the
type qnd locofion of work being done during eoch doy of roofing operolions. Submit in
occordonce wilh submiltols orlicle in Port L
3.05 CLEANING
Upon complelion, remove surplus moteriols ond debris from ihe sile.
END OF SECTION
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sEcTtoN 07600
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FLASHING AND SHEET MEIAL
I PARTI-GENERAL
I r.or suMMARYI
A. Secfions Includes:
I l. Floshing ond Counierfloshing
l| 2. Guflers Wifh Downspouls3. Ofher sheet melql floshing reloled io lhe obove, indiccled on lhe drowings ond nol
specified elsewhere.
- B. Reloled Sections:L Wood Elocking ond Noilers: Secfion 0610O Rough Corp:,niry.
I 2. Roofing ond Filling Pouroble Seoler Pockels: Section 07538 Fully Adhered EPDMI Membrone Roofing ond 07312 Fibergloss Reinforced Shingles.
I C. Relofed Requiremenls:
I L Seolonls: Seclion 07920 Joint Seolonls.
1,O2 REFERENCES
Ir A. ReferenceSlondords: SeeSeclion0l423. Complywithfollowing:l. "Archileclurol Sheet Melol Monuol," 1993 edition, os published by Sheet Mefol ondI Air Condifioning Conlroclors Nolionol Associotion (SMACNA).I I.03 SUBMITTALS
I A. Shop Drowings: Submif in occordonce wilh Seclion 01330. Include:l. Overoll loyoul of sheet metol work.
.' 2. Type, thickness, ond deloils of sheel metol components.
I 3. Joinls, exponsion joints, ollochmenl ond onchoring of sheel melol components.
B. Quolity Conirol Submiitols:
I l. Wononty: SubmilinoccordoncewithSectionOlT80.r
I.O4 QUALIIY ASSURANCE
I A. Design Crilerio: Comply wilh:l. Wind Resislonce: Foclory Muluol Closs l-90.
I B. Pre-lnslollotion Confer:nce: Aftend conference with roofing instoller, roofing
- monufoclurer's represenlotive, Generol Confroclor ond Archilect in occordonce wifh
Section 01600.
I I.O5 PROJECT CONDITIONS
I A. Field Meosuremenls: Before fobricoting sheef metql, verify shopes ond dimensions of
I surfoces to be covered.
I OA 0210 0/6@l
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I.06 WARRANTY
A. Wononfy: Provide two yeor wrilten wononly covering moleriols ond instollolion for sheet
melql in occordonce with Section 01780.
l. Include lhol system sholl be woierfight ond weotherproof.
PART 2. PRODUCTS
2,O1 SHEET METAL
A. Golvonized lron: ASTM A526 commerciol quolity sheel steel, ASTM A653, G90
commerciol hof-dip golvonizing. Provide goges os indicoted ond specified,24 goge
minimum.L Finish: Mill phosphotized for pointed finish under Section 09900.
2.O2 ACCESSORYMATERIAL
A. Clips or Cleofs: Some mqleriol ond goge os sheel metol being inslolled.
B. Noils ond Fosleners: Some melol os melol being instolled or oiher non-conosive melol os
recommended by sheef monufoclurer. Motch finish of exposed heods wilh moleriol
being foslened.
Screws ond Bolls: Round heqds
Roofing Felt: ASTM D265, #15 ospholl soluroled felt.
Building Poper: Resin sized unsoturoted poper weighing six pounds per l0O squore feel.
Solder: ASTM 832, composition 50% tin ond 50% leod. Use muriolic ocid killed with lnc or
soldering flux.
Seolont: Approved type of polyurethone; see Seclion 07920. Roofers mostic is nol
occeploble.
PART 3. EXECUTION
3.OI EXAMINATION
A. Verificofion of Conditions: Comply wifh Seciion 01600:l. Loyouf: Verify loyout of work before beginning inslollofion.2. Exomine surfoces to receive floshing or sheet meiol. Surfoces sholl be smoolh,
sound, cleon ond dry ond fobric floshing in ploce before work is slorled.3. Noiificolion: Nolify Generol Conlroclor of unsolisfoclory conditions in writing wilh
copy lo Archilect.
B. Acceplonce: Beginning of work meons occeplonce of existing condiiions by instoller.
3.02 PREPARATION
A. Coordinolion: Coordinqte work of lhis seclion with work of oiher seclions. Verify
plocemenl of wood blockings, inserls, noiling slrips, conls, etc. Coordinole wilh Seclions
07312 ond 0753B.
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I B. Prolecfive Cooting: Cool contqcting dissimilor meiols wilh ospholtic compound.
! 3.03 woRKMANSHTP
I A. ReferenceSlondords: SeeSeclionOl423. Unlessindicotedolherwiseondrowings,r workmonship ond defoils sholl comply with NRCA Monuol, SMACNA Architecturol Sheel
Mefol Mqnuol, ond FM Loss Preveniion Dolo Sheet I -49.
I B. Edges:
I . Edges: Hem oll exposed edges, I /2' unless olhenrrise indicofed.
1; 2. Drips: Angle boffom edges of verticol surfoces lo form,Crips.
I C. Joinfs: Moke joints wolerlighl ond ollow for exponsion.
I L Reinforce sheel melol corners os required.
t 2. Reinforcemenl: Conceol within finished ossemblv.
D. Foslenings: Use conceoled hook slrips ond fosleners. Exposed hook strips ond fosleners
I not occeploble.I
E. Exponsion ond Conlroclion:
I l. Provide for thermol exponsion ond conlroclion ond building movemenl in
I compleied work.
2. Moke wofertighl ond weothertighl lhroughoul.
I 3. Unless olherwise indicoted, provide exponsion joinls ol moximum of 20 feel ond nol
more thon 4 feet from corners. Seol joinfs wilh seolont in occordonce wiih Seclion
- 07920.
I 3.04 sHEEr METAL
I A. Floshing ond Counterfloshing: As detoiled of 24 goge gqlvqnized iron. Lock ond solder
I joints ond hem exposed edges.
T B. Gulters Wilh Downspouls:l. Gullers: As deloiled of 20 goge golvonized iron. lock ond solder loinls ond hem
exposed edges.2. Downspouts: As detoiled of 20 goge golvonized iron similor to SMACNA Figure l-32
E wilh brockets similor to Figure |-358 locqled 8'{" mox. o.c.
END OF SECTION
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I sEcTroN 07840
FIRESTOPPING
I PART r -.ENERAL
I r.or sUMMARY
A. Seclion lncludes:
I 1. Firestopping ond Smokeseols os indicoted on lhe Drowings os well os lhe following
I oreos:_ o *:ffiH%'ji[?:l:?ffiffi,T:l'""J:."ffy;:xJH'!ip",.du-s,er"
t b. Openings ol eoch floor level in shqfts or stoinvells.I
B. Reloted Secfions:
I 1. UnitMosonry: SecfionO4Sl0UnitMosonryAssemblies.I 2. Gypsum Drywoll Portitions ond Ceilings: Seclions 09263 ond O9264.3. Joinl Seolers: Section 07920.
f 4. Mechonicol ond Elecfricol Work: Division 15 ond 15.
I I.O2 SYSTEMDESCRIPTION
I A. Types of fireslop lo be used for eoch condifion sholl be the responsibility of the insfoller
- ond sholl comply with oll specified regulolory requiremenls. Fireslop moleriols in exposed
oreos sholl be compolible with specified finishes.
T I.O3 SUBMITTALS
I A. Product Doio: Submit Monufocturer's printed product dolo indicoling producl
I chorocterislics. performonce ond limiting criterio for eoch producf proposed for use.
I B. Inslollotion Insfruciions: Submit Monufocfurer's inslollolion instruclions for eoch type of
I firesfop required by the projecl.
I.O4 QUALITY ASSURANCE
I A. Insloller Quolificotions: Firestopping sholl be performed by o controcfor troined or
opproved by firesfop monufocturer. Equipmenl used sholl be in occordonce wilh
I firestop monufocturer's wriften inslollolion inslruciions.I B. Regulotory Requiremenls: Firestopping moteriols proposed for use on this project sholl
I conform to bolh Flome (F) ond Temperoture (T) rotings os lesled by nolionolly occepted
I test ogencies per ASTM E-814 or UL 1479 firelesls. The F rofing ond T roling must be o
- minimum of one (l ) hour bul nol less thon lhe fire resistonce roting of the ossembly being
penelroted. The fire lesl sholl be conducled with o minimum positive pressure differenliolI of 0.03 inches of woler column.I
C. Mockup: Prepore job mock-up of eoch syslem proposed for use in lhe projecl os
I directed by Archifect. Approved mock-ups moy be left in ploce os port of the finished
I project ond will constitute ihe slondord for remoining work.
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I.O5 DELIVERY, STORAGE AND HANDLING
A. Deliver oll moteriols in originol unopened pockoges fully ideniified wilh Monufociurer's
nome, frode nome ond UL lobel.
B. Moteriols sholl be stored off lhe ground ond prolected from environmenlol condifions os
required by Mqnufqclurer.
I.06 PROJECTCONDITIONS
A. Conform fo Monufoclurer's prinled inslrucfions for inslollotion ond when opplicoble,
curing in occordonce wilh lemperolure ond humidity. Conform lo venlilolion ond sofety
requiremenls.
1.07 WARRANTY
A. Firesfop Instoller sholl wononl lhot firesiopping syslems used meel firestopping
requiremenls os herein specified.
PART 2 - PRODUCTS
2.01 FIRE STOP SYSTEMS
A. AcceplobleMonufoclurers:l. The Recfor Seol Corp. (Metocoulk)
2. 3M Fire Proleclion Producls
3. Tremco Tremstop
4. Hilti Firestop Sysfems5. STI Specseol6. Accepled subsfitule in qccordonce wilh Seciion 01600.
B. Moteriols:
l. Moferiols sholl be free of osbestos.
2. Moferiqls sholl provide o Flome (F) ond Temperolure (T) roting of ol leosi one {l)
hour bul nol less lhon the fire resislonce rofing of ossembly being penefroled, os
lested per ASTM E-814.3. Mqteriols sholl conform to oll opplicoble governing codes.4. All moleriols sholl be compotible with the moleriol peneiroling the fire ossembly.
C. Accessories: Furnish oll occessory moleriols such os fire sofing bolis, sleeves, sheel mefol,
seolonls, elc, necessory lo complele fire slopping systems urrless furnished by ofhers.
PART 3 - EXECUTION
3.OI EGMINATION
A. Verificolion of Existing Conditions:l. Conlrocfor sholl inspecl ond verify thqt the surfoce ond condition of lhe subslrqles
ond oll sleeves or blockouls furnished by others hove no defects or erors fhoi would
interfere with the inslollolion of fhe firesfopping moteriols.
2. Notify Architecl in wrifing of ony defecls or enors in workmonship. Do not proceed
with work until oll unsotisfoclory condilions hove been conected.
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B. Acceplonce: Stort of inslollolion of fireslopping sholl conslituie lhe Confroctor's
occeptonce of surfoces ond condifions of subslroles, sleeves ond blockoufs.
3.02 PREPARATION
A. Cleon surfoces ond substrotes of dirt, oil, loose moleriols qnd other foreign moteriols thol
moy offecl lhe proper bond or inslollolion of lhe fireslops in strici occordonce wilh
Monufocf urer's written inslructions.
B. Provide primers os required which conform lo Monufoclurer's recommendolions for
vorious substrqles ond conditions.
(-Do nol opply firestops to surfoces previously poinled or ireoied wilh o seoler, curing
compound, woter repellonf or other coqting unless lests hove been performed lo ensure
compolibilily of moteriols. Remove coofings os required in complionce Wlh
Monufocturer's inslruclions.
Mosk where necessory lo prolecl odjoining surfoces. Remove excess moteriol ond sloins
on surfoces os required.
3.03 INSTALLATION
A. Instoll in stricl occordonce wilh Monufoclurer's printed insiruclions to provide o Flome [F)
ond Temperoture (T) roting of of leosl one (l) hour but nol less thon lhe fire resislonce
roling of the ossembly being penefroled.
B. Ensure thot oll occessories such os onchoring devices, bock-up moteriols, clips, sleeves,
supporfs ond olher moleriols used in the ocluol fire lest ore inslolled.
C. Instoll fireslops wilh sufficienf pressure lo properly fill ond seol openings lo ensure on
effeclive smokeseol.
D. Tool or frowel exposeo surfoces. Remove excess firestop moferiol promplly os work
progresses ond upon complelion.
3.04 FIELD QUALITY CONTROL
A. Fireslop Controcfor sholl immediotely notify lhe Architecl if the fkeslopping systems
herein specified connol meet the requiremenfs of the specificotion.
B. Fireslop Confrqcfor sholl exomine fireslops to ensure proper i:':sfollotion ond full
complionce wifh fhis specificolion.
C. All oreos of work musi be occessible unlil inspeclion by the ooplicoble Code oulhorilies.
D. Conect unocceploble firestops ond provide oddifionol inspeclion to verify complionce
with this specificolion ol no oddilionol cost.
3.05 CLEANING
A. When finished work will be visible, cleon odjocenf surfoces in occordonce wiih
Monufqclurer's printed insfruclions.
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B. It visible in fhe finished work, remove temporory doms otler iniliql cure of firesfops.
C. Conect sfoining ond discoloring on odjocenl surfoces.
D. Remove oll debris ond excess moleriols enlirely from sife ond leove work in o neol ond
cleon condifion.
END OF SECTION
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sEcTtoN 07920
JOINT SEALANTS
PART I - GENERAL
I.OI SUMMARY
A. Seciion Includes: Providing oll colking ond seolonl indicoled on Drowings, specified
herein, ond not specified under olher seciions. In generol, seol oll openings indicoled on
Drowings ond ol olher locolions requiring seolonf lo seol visuolly ond ogoinsl infiltrotion
from oir ond woler, including but not limited to following:l. Exponsion joints in concrete poving ond sidewolks.2. Exponsion joinls ond conlrol joinls in exposed inlerior concrele floor slobs.3. Mosonry control joints
4. lsololion joints, between sfruclure ond other elemenls.5. Joints ol penelrotions of wolls, decks ond floors by piping ond olher service ond
equipmenl (excepfing fire ond smoke seol).6. Joints between ilems of equipment ond olher conslruction.7. Joinls between door ond window fromes ond odioceni moferiols, exlerior ond
inlerior.
8. Bedding for door lhresholds.9. Open joints between dissimilor moleriols os reguired lo close ond conceol jointing of
lhe work.
10. Consirucfion ond exponsion joinfs, joinls between dissimilor moleriols; joints oround
windows, door fromes, louvers, ond other penefrolions crnd openings in lhe exlerior
woll; inlerior wolls os deloiled or specified.
I |. Other joinls os indicoled.
B. Reloted Seclions:l. Seolonls Reloted to Floshing: Secfion 07600 Floshing ond Sheet Melol.2. Glolng Seolonls: Section 08800 Glozing3. Acouslicol Seolonls: Seclion 09263 Gypsum Boord Porlitions ond Wolls.4. Troffic Deck Seolonl ond Wolerproofing System: Section 07185.
I.02 SUBMITTALS
A. Produci Dolo: Submit in occordonce wilh Section 01330 for eoch moleriol ond locqlion
of opplicolion.
B. Somples: Submil in occordonce wilh Section 01330 for eoch type of seolonl for color
seleclion.
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Quolity Conirol Submillols:L Wononly: Submitin occordoncewith Seclion01780.
QUALITY ASSURANCE
Insfoller: Compony speciolizing in seolonf opplicolion.l. Uperience: Confinuously instolled seolonls in Slofe of Colorodo for five yeors.
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B. Monufocfurer's Technicol Represenfolive: Obloin moteriols only from monulociurers who
will, if required, send quolified lechnicol represenlofive lo projecl sile, for purpose of
odvising insloller of proper procedures ond precoulions for rrse of moleriols.
I.O4 DELIVERY. STORAGE AND HANDLING
A. Generql: Comply with Seclion 016O0. Deliver in originol unopened conloiners ond slore
in qreo nol subject to extreme heol or cold.
I.O5 PROJECTCONDITIONS
A. Environmenfol Condilions: Do nol opply exferior seolonts during wel weother or when
outside femperoture is below 40"F or opply inlerior seolonls when inside iemperoture is
below 60"F.
I.06 WARRANTY
A. Wononty: Provide lhree yeqr wrillen wononfy covering moteriols ond insfollolion for
seolonfs in occordonce wilh Section 01780.l. Wononly: Require instoller, of no cosl lo Owner, lo repoir or reploce seolonls which
foil lo perform os oirtighl ond wolertight joinfs; or foil in joint odhesion, cohesion,
obrosion resislonce, weolher resistonce, exirusion resislonce, migrotion resistonce,
stoin resisionce, color relenlion, or generol durobility; or oppeor lo deleriorote in
ony monner nol cleorly specified os inherenl quolity of ..noteriol by submitied
monufocfurer's dolo.
PART 2 - PRODUCTS
2.OI JOINT BACKING MATERIAL
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2.02
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B.
Generol: Size joint bocking moteriol for minimum 30% compression when inserted in joinf.
Moleriol: Round rod or semi-circulor type.
Monufoclurers:
|. Dow Chemicql Compony, Elhofoom.
2. Sonneborn,Sonofoom.3. SchlegelMonufocluringCompony,Schlegelfoom.4. DenverFoom.5. Accepled subsfil(,le in occordonce with Seclion 01600
SEALANT MATERIAL
Monufoclurers:
l. DAP lncorporoted.
2. Pon, Inc.
3. Pecoro Corporolion.4. Siko Corporotion5. Sonneborn Building Producfs.6. Tremco Monufocluring Compqny.7. MomecoInlernolionol.
8. Accepted Substifufe in occordonce with Section 01600.
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I B. Silicone Seoloni Monufocturers:
I I. Generol Electric.2. Dow Corning.
I 3. Accepted Substitute in occordonce with Seclion 01600.
I C. Acceploble Moteriols:l. Inlerior ond Under Thresholds:. Lolex ocrylic, ASTM C83/-00e1.
I 2. Exterior: Two-componenl polyurelhone, ASTM C920, Type M, Grode NS, non-sog.I 3. Primer: As recommended by seolonl mqnufoclurer.4. Seolonl of Concrele Poving ond Inlerior Floor Slobs: Twc-component self-leveling
I polyurelhone, ASTM C920, Type M, Grode P, pouroble type.
I 5. Seoloni ol Lovolories, Tubs ond Showers: Silicone tub seolonf.6. Colors: As selecled by Architect from slondord colors.
I 2.O3 BOND BREAKER TAPEI
A. Tope: Polyethylene fope or olher plostic lope os recommended by seolonl
I monufoclurer io be opplied 1o seolonl-confoci surfoces where bond lo subslrote or joinl
I filler musf be ovoided ior proper performonce of seolonl. Provide self-odhesive lope
wherever opplicoble.
t PART3-EXECUTTON
I 3.0r EXAMTNATTON
I A. Verificotion of Conditions: Comply with Secfion 01600:l. Inspecl joinis to be seoled lo opplicofion of ony work under this seclion.
I 2. Nolificofion: NotifyGenerol Confroclorof onyjointswl'ri,:hconnotbepulintoI proper condilion lo receive seolonls in writing with copy lo Archilect.
I B. Acceplonce: Beginning of work meons occeplonce of existing conditions by insloller.
I 3.O2 PREPARATION
I A. Preporofion of Surfoces:r L Cleon surfoces in occordonce wilh monufocturer's recommendotions.2. Mosk edges, if required, lo prolect odjoining surfoces ond produce o stroighl finishr line.
I 3. Cleon joinf surfoces immediolely before instollolion of seolont. Remove dirf, insecure
coolings, moisture ond ofher substonces lhot would inlerfere with bond of seolonl.
I 4. Do not proceed with inslqllotion of seolonl over joint surfqces thqt hove been
t poinied, locquered, wolerproofed or treoted with woler repellenf or olher
treotmenl of cooling. Remove cooling or lreoimenl joinl surfoces before inslolling
seolonl.
I 5. Elch concrete mosonry joinl surfoces io remove excess olkolinity unless seolonfr monufqclurer's printed instruction indicoted ihot olkolinity does nol inlerfere wilhr ;flTf?"T*H:ff9il,*:;;i5i.i,J,3'ff"*ll"l:H:ll'53iji;?,?lH'e?"t seolont insfollolion.
I B. Priming: lf required, prime surfoces which ore to be seoled wilh monufoclurer's
I recommended or slondord primer, ofler surfoces hove been prepored os specified.
Before use, check primers for discolorolion ond dirt pick-up on odjocenl surfoces. lf
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sloining occurs, offer exposure, loke odequote meosures to prevent primer from being
opplied over foce of odjocent porous moleriols by mosking or olher suitoble meosure;.
C. Joinf Bocking:l. Joints: Deplh necessory lo provide for specified qllowoble lhickness of seolonl ond
olso required bocking where ond os specified. Provide bocking of exfenl ond type
os specified ond required to provide for ollowoble depth of seolonl.2. Bock-up Moteriols for Seolonfs: Non-sloining, compolible wilh seolont ond primer.
resilienf nofure, ond os recommended by monufoclurer of seolonl.
o. Size ond Shqpe: As required by width of joinl ond specified.
b. Do nol use moteriols impregnoled wifh oil, solvents or bituminous moleriols.
3. Compress bocking moferiol minimum of 30% when inseried in joint. Bocking moleriol
for upper porlion of joinfs sholl be round rod or semi-circulor in cross-seclion where in
contoct with seolonl.
D. Bond Breoker Tope: lnsloll where indicoted ond os required by monufoclurer's
recommendolions to ensure lhot seolonis will deform properly.
3.03 APPLICATION
A. Exterior Melol Window Sills: Set in full bed of polyurelhone seolonl.
B. Exlerior Thresholds: Set in full bed of lotex ocrylic seolont.
C. Seol Joinfs:l. Apply seolonts in conlinuous beods wilhoul open joinfs, voids or oir pockels, using
rolchet hond gun or mechonicol powered gun,
2. Confine seqlqnfs to joint oreos wilh mosking lopes or ofher precoulions. Apply
compounds in conceoled compression joinls occurole )'so lhot excess compound
will nof exlrude from joinls.
3. Remove excess compound or seolonl promptly os work progresses, ond cleon
odjoining surfoces.
4. In rough surfoces or joinls of uneven widths, instoll seolonl well bock into joint.
Recess equol to widfh of joinl, or 3/E" minimum ol mosonry.5. Use onli-tock ogenl where necessory lo proleci freshly opplied seolonl from public
troffic qnd dirt.6. Slighlly recess joinls lo focilitote poinler's line. Hondtool ond finish joints throughout
construction-
7. Comply with monufocfurer's specificolions ond recommendotions.
D. Brick ond Concrefe Exponsion ond Conirol Joinls: Blow cleon wilh compressed oir. Pour
full but do nol over-fill.
E. Sinks, Lovotories ond Showers: Fill joints between dissimilor moleriols wifh silicone seolont.
F. Workmonship: Employ only proven instollolion lechniques, which will ensure lhof seolonls
will be deposiled in uniform, conlinuous ribbons withoul gops or oir pockels, wilh
compleie'\vefting" of joint bond surfqces eguolly on opposile sides.L Except os ofherwise indicoled, fill seolont robbel lo sligi''lly concove surfoce, slighlly
below odjoining surfoces.2. Where horizontoljoints ore between horizonlol surfqce ond verticol surfoce, fill joint
lo form slighl cove, so lhol joint will nof lrop moisiure ond diri.
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I G. Joinl Sizes: Insfoll seolonls lo depfhs os indicoled or, os recommended by seolonl
I monufocturer bul within following generol limitotions:l. For normol moving joinls seoled with eloslomeric seolorrls bul nol subject lo troffic,
fill joints to depth equol to 50% of joinl width, but nol more thon 1 12" deep or less
fhqn I/4" deep.r 2. For joints seoled wilh non-eloslomeric seolonls ond colking compounds. fill joints to
deplh in ronge of 75%to 1257" of joinl width.
I H. Spilloge:l. Do nol ollow seolonls or compounds to overflow or spill onlo odjoining surfoces, or
I lo migrole inlo voids of odjoining surfoces. Use mosking lope or other precoulionory
I devices to prevenl stoining of odjoining surfoces, by either primer/seoler or seolont.
2. Remove excess ond spilloge of compounds promptly os work progresses. Cleon
odjoining surfqces by whqtever meons moy be necessory lo eliminole evidence of
I spilloge. Do noi domqge odjoining surfoces or finishes.
- 3.04 FIELD AUALITY CONTROL
I A. Somples: Where direcfed by Architect, cul out ond remove lolol of lhree somples
consisiing of undislurbed seolonl ond bock-up moteriol from joint. Somples sholl be 6" in
I length. Reseql cuf ouf oreos with some moteriols.
3,05 CURING,PROTECTION,ANDCLEANING
I A. Curing: Cure seolonls ond colking compounds in complionce with monufocturer'sI instruciions ond recommendotions, to obloin high eorly bond sfrength, inlernol cohesive
strenglh ond surfoce durobility.
I B. Prolection:l. Advise Generol Conlroclor of procedures required for Fr:.oleclion of seolonls duri;rg
I conslruclion period, so thof fhey will be withoul deterioroiion or domoge (other
I lhon normol weolhering) of time of occeplonce.2. Prolecl surfoces from domoge. Cleqn soiled surfoces immediolely.
Reploce ony domoged moleriol thol connot be cleoned wilh new moleriol.
END OF SECTION
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DIVISION 8 - DOORS AND WINDOWS
sEcTtoN 081l0
STEEL DOORS AND FRAMES
I PART r -GENERAL
I I.OI SUMMARY
I A. Seclion Includes:l. Hollow melol doors.2. Hollow metol fromes.
r B. Reloled Seclions:L Wood Doors: Secfion 08210.
t 2. Access Ponels: Section 08310 Access Doors ond Ponels.I 3. Hordwore including Thresholds ond Weolherslripping: Seclion 08710 Door
Hordwore.
I 4. Field Finish: Seclion 09900 Poinfs ond Coolings.
I 1.02 REFERENCES
I A. ReferenceStondords: SeeSection0l423. Complywithfollowing:l. NAAMMSlondord HMMAS6l orANS|A250.SI99B.2. ANS| Al l5 Specificotions for Door ond Frome Preporolion for Hordwore.
I I.O3 SUBMITTALS
I A. Shop Drowings: Submit in qccordonce with Section 01330.
T B. Templotes: Hordwore temploles for hordwore mounted on hollow melol work sholl be
r submitled under Seclion 08710 direclly to hollow metol monufociurer immediotely ofler
I occeplonce of hordwore schedule. Reporl foilure lo receive lemploles wilhr reosonoble promplness fo Generol Conlroclor.
I r.o4 euALtTY AssuRANcEI
A. RegulotoryRequiremenfs:
I l. Fire Roling: Provide fire+oling lobel occeptoble to locol building code oufhority
I on doors qnd frqmes indicoted on the door schedule. lf ony door or frome
scheduled io be fire+ofed connol quolify for oppropriote lobeling becouse of ifs
design, hordwore or ony other reoson. odvise Archilect prior lo submission of bids.f 2. NFPA Stondord No.80.I
I.O5 DELIVERY, STORAGE AND HANDLING
I A. Generol: Comply wiih Section 01600. Slore fromes in monner lo prevent twisling. Doors
with dimples or denls will be rejecled.
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PART 2. PRODUCTS
2.01 DOOR AND FRAME MANUFACTURERS
A. Monufoclurers:l. Soulhweslern Hollow Metols2. Golewoy Mefol Producfs
3. Norlh Cenfrol Supply
4. CuniesMonufocluring5. Elco Melol Producls6. Accepted subslitule in occordonce with Section 015C0.
2.02 HOLLOW METAL FRAMES
A. Generol: Fromes for hollow melol ond wood doors, enironces, windows ond bonowed
lights, etc. indicoted to be hollow melol sholl be of design seclions os detoiled ond
ossembled os indicoled.
B. Goges: 16 goge sleel.
C. Conslruction:l. Joints ond Conneclions Including Job-Fobricoled Joinls: Welded ond ground ond
enlire ossembly reinforced ond broced os required lo ensure obsolufe rigidity.2. Do not use exposed screws excepl where specificolly occepled.
D. Accessories:
l. Reinforcemenl for Hordwore: Mochine frqmes for oflochment of hordwore,
including mortising, reinforcing, drilling ond topping for hinges.
o. Butf Hinges: Seven goge. l2"long, fullwidthof frqme profileorequivolenl.
b. Closers: l0goge, 12"long,fullwidlhof fromeorequivolent.
c. Slrikes, Flush Bolts ond Olher Surfoce Mounfed Hordwore: l2 goge or
equivolenl,2. Anchors: Furnish onchors of type ond number required for orichoring fromes io
sfructure, porfitions, elc. os follows:' o. Three jomb onchors on seven-foot high jomb.
b. Four jomb onchors on jombs over seven feel,
c. Speciol strop mosonry onchors ol exisling wolls c()nfoining fire-roled
qssemblies.
Wire onchon will not be ollowed. Provide such inslollotion inslrucfions qs qre
necessory lo ensure proper insfollolion of onchors.
3. Silencers: Drill slop of lock jomb of eoch inlerior frqme for insiollotion of pneumotic
rubber door silencers. Silencers sholl be furnished under Section 08710, numbers os
indicofed on schedule.
Hinges: Insioll mortor proleclion box behind eoch hinge cui.
HOLLOW METAL DOORS
Generol: Doon indicoled to be hollow mefql sholl be hollow melol. flush, swing type
doors of types indicoted.
E.
2.03
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B.Consfruclion: Conslrucl hollow melol doors from l6 goge sfeel, fully welded, ground
smoolh ond complelely sound ond fire insuloied. Provide fhermol insulolion in exlerior
doors. Monufocture hollow melol doors ond ponels with flush fops, sides ond boltoms.
Plqslic inserts ore nol occeploble. All verlicol seoms sholl be fully welded. Lock seoms
or epoxy filled seoms ore not occeploble,
Lobels: Provide fire roled construclion ond UL lobels where listed in door schedule.
Hordwore: Mortise ond reinforce doors to receive hordwore.l. Hinges: Seven goge steel plofe, 9", welded lo continuous 16 goge inferior edge
chonnels or equivolenl. Drill ond top. Use of coined or exlruded holes nol
occeptoble.2. Locks, Lolches, Push/Pulls ond Pqnic Devices: l2 goge steel spol welded to l6
goge interior edge chonnels or equivolent ond designed lo provide odequofe
supporl ond reinforcemenl for required hordwore.3. Closers: Nol less thon l2 goge inlernol reinforcemenl. Provide speciol oitention lo
reinforcing doors where closers ore to be bolted through door.
lnsulotion: Foom or bolt type. Honeycomb core is nol occt,ploble.
FINISH
Cleoning ond Primer:l. Thoroughly cleon surfoces of.greose, rusf ond scole lo insure point odherence.
Apply filler to doors where required to produce o smoolh surfoce.2. Doors ond Fromes to be poinled: Apply one coot of foclory primer.
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D.
E.
2.04
3.01
A.
PART 3 - EXECUTION
INSTALLATION
Fromes:
l. Sei sleel fromes occurotely in occordonce wilh detoils, slroight ond free of twist
wifh heod level ond jombs plumb. Rigidly onchor to wolls qnd pqrtitions ond
securely broce until sunounding work is compleled. Provide deflection cleoronces
oi frqme heods where indicoted.2. Fire-Roled Openings: Ploce fromes ond provide cleoronces in occordonce wilh
NFPA Slondord No. BO.3. Wherever possible leove spreoder bors in ploce uniil fromes ore securely
onchored.4. Jombs sholl be filled with groul under Section 04810 where fromes occur in
mosonry wolls.
Doors: Apply hordwore in conformonce wilh hordwore monufoclurer's lemplotes ond
insfruclions. Hong doors fo be free of binding with hordwore functioning properly.
l. CleoronceToleronces:
Heod: l/8" moximum.
Jomb: l/8'moximum.
Between Doors (Poir): l/8" mqximum.
Sill without Threshold: I /2' moximum.
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3.O2 ADJUSTING
A. Adjuslment Al comptelion of job, o{usf doors ond hordwore os required ond leove in
proper operofing condifkrn
END OF SECTION
oA02r0 081tG4
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r sEcTtoN 08210
I wooD DooRs
r PARTI-GENERAL
I I.OI SUMMARYrA. Section lncludes:
I l. Inlerior Poneled Wood Doors
I 2. lnlerior Flush Wood Doors3. Interior Slile ond Roil Wood Doors4. Inierior Louver Bi-Fold Closel Doors
I B. Reloted sections:
l. Hqrdwore: Seclion 08710 Finish Hordwore.
2. Field Finish: Seclion 09900 Pointing.3. Cuslom Wood Fromes: Seclion 06275 Wood Door Fromes
r 1.O2 REFERENCES
Ir A. Reference Slondords: See Section 01060 for custom wood doors. Comply wilh the
following:
I l. Architeclurol Woodwork Quolity Stondords, Guide Specificotions ond Quoliiyt Certificolion Progrom, 1999 Edifion, qs published by lhe Architeclurol Woodwork
lnsiifule.
I o. Comply wifh premium grode requiremenfs.
t 2. NWWDA induslry slondord l.S.l-A7 Series - Wood flush Doors.
r 1.03 SUBMITTALS
Ir A. ShopDrowings: SubmitinqccordoncewilhSectionOl300. lndicotelocotion,size,
r elevofion, defoils of consiruclion, hordwqre blocking, fire roiing, foclory preporotion
I requirements for eoch door type.
B. Temploles: Hordwore femploles for hordwqre mounted on wood doors will be submifled
I under Secfion 08710 direcily to wood door monufociurer immediolely ofler occeplonce
I of hordwore schedule. Report foilure lo receive lemploles wifh reosonoble promplness
fo Generol Controcior.
I r.04 QUALTTY ASSURANCE
- A. Reguloiory Requirements: Provide UL or Wornock Hersey lobel on doors requiring fire
I rqbei.I L I ony door or frome scheduled lo be fire-roled connot quolify for oppropriote
lobeling becouse of its design, hordwore of ony other reoson, qdvise Archilect prior
lo submission of bids.
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I.O5 DELIVERY, STORAGE AND HANDLING
A. Generol: Comply wifh Section 01600.L Delivery: Do nol deliver doors fo building until it is entirely enclosed, drywoll ond
concrete work is compleied ond humidity in the building hos reoched overoge
relolive humidity of locolity.
2. Sloroge: Stqck doors flol ond off floor. Do nol drog doors ocross one onolher.3. Profeclion: Protect doors during lronsil, sloroge ond hondling to prevent domoge,
soiling ond deferiorolion. Comply with "On-Site Core" recommendofions of NWWDA
ond wilh monufoclurer's recommendotions.
I.06 WARRANTY
A. Wononfy: Provide wriffen two-yeor wononty in occordonce wilh Section 0l Z0O for
exlerior flush solid core doors.
PART 2 - PRODUCTS
2.01 INTERIOR PANELED AND LOUVERED DOORS
A. AcceplobleMonufocturen:
L Eggers Indusiries2. Korono, Inc.3. Sfollion4. Weyerhoeuser
5. Approved Substitute
B. Descripfion: Solid sfock stile ond roil wilh ponels os indicoted. AWI cuslom grode
consfruclion. Lominoled roils nol ollowed. Pre-mochined for hordwore.
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2.02
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B.
Species: Point grode birch.
INTERIOR FLUSH DOORS
Monufocfurers:l. Weyerhqeuser
2. Algomo Hordwoods, Inc.
3. Eggers lnduslries
4. Accepled subsliluie in occordonce wilh Section 01600.
lnferior Solid Core Flush Doors:l. Thickness: l-3/4'unlessolherwiseindicofed.2. Foces: Poinl grode birch.3. AWI Quolity Grooe: Custom4. Finish: Field finish under Section 09900.
5. Under Cutting: Preserve full botfom roil.
6. Solid Core Door AWI Conslruclion Type: PC-s or PC-7 porticleboord core.7. Fire Roied Door AWI Conslruclion Type: See Schedule.cr. Fire Roted Minerol Core Doors: Provide lock blocks. Provide ponic blocks for.
ponic hordwore.
b. Provide foclory prefitting ond premochining os required for fire roled lobels.
oA 0210 08210-2
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I 2.03 FACTORY PREFITTING AND PREMACHINING
I A. Doors: Prefil ond premochine doors ot foclory.
I l. Toke occurqle field meosuremenls of hordwqre morlised in metol fromes to verify
I dimensions ond olignment before proceeding with mochining in foclory.2. Mochine doors for hordwore requiring cutling of doors.
I 3. Comply wifh occepled hordwore schedules ond door frome shop drowings with
I hordwore temploles fo ensure proper fil of doors ond hordwore.
B. Toleronces: Comply with NWWDA toleronce requiremenls for prefitting.
I PARI3-EXECUTION
I 3.01 EXAMINATION
I A. Verificofion of Condilions: Comply wiih Section Ol60O:
I l. Before inslollolion, verify fhot fromes ore proper size ond type for door ond ore
I inslolled os requhed for proper inslollolion of doors.r 2. Nolificolion: Notify Generol Controcior of unsofisfoctory condilions in writing wiih
copy lo Archilecl.
I B. Acceptonce: Beginning of work meons occepionce of existing conditions by insloller.
- 3.02 PREPARATION
Ir A. Condilioning: Condition doors lo overoge humidity in inslollolion oreo prior fo honging.
I B. Prefitting: Prefil doors to fromes ond mochine for hordwore lo whotever exlenl nolt previously work ol foctory os required for proper fil ond uniform cleoronce ol eoch edge.C. Seoling: Before instollofion of hordwore, brush opply exlerior seol cool to oll job sife cut
I or ploned surfoces.
I l. Seoler: Type recommended by monufoclurer.
r 3.03 INSTALLATION
r A. Generol: Insloll doors in occordonce wilh mqnufocturer's recommendolions.
- l. In no cose sholl doors be cul down to opening sizes smoller lhon those for which
I theywere monufoclured.r 2. lnslollolion: By skilled finish corpenlers or foclory quthorized inslollers.3. Instoller: Ihoroughly fomilior wilh fhe requirements of lhe monufoclurer's door
wononty os cunenlly in effecl ond ossure complionce with oll provisions.
I B. Cleoronce:
r l. Non-Fire Roted Doors:I 3: ig:; li8{
r/8"beverin 2"
c. Between Double Doors: l/8'.r 3: B3ll3il 3l i^?:fl:,U',He;:'ilt#ffi;ffi;Jo2- ono ,op o.hresho,d.2. Fire Roled Doors: Comply with opplicoble building code.
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082r0-3
C. Honging:l. After sizing doon, fif for hordwore os scheduled. Before instollolion of hordwore,
brush opply on exierior seol cool io job site cul surfoces. Use seoler recommended
by door monufoclurer.
2, Hong doors lo be free of binding wilh hordwqre funcfioning properly.
3. No lhru bolting of hordwore will be ollowed.
3.04 ADJUSIING AND PROTECTION
A. Adjuslment Af complelion of job, odjust dooa ond hordwore os required ond leove in
proper operoting condition
B. Proleciion: Advise Generol Conlroclor of proper procedures required fo protecf .'
inslolled wood doors from domoges or deledorotion unlil occeptonce of enlire projecf.
C. Replocemenf: Refinish or reploce doors domoged during insfollolion.
l. Cquses for Rejeciion: lnclude chips, scrolches or gouges of veneer.
END OF SECTION
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oA 0210 0821G4
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sEcTtoN 08264
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METAL CLAD WOOD SLIDING GLASS DOORS
. PART I -GENERAL
I r.or sUMMARYI
A. Seclion lncludes:
I l. Exferior wood sliding gloss doors ol eorly leorning cenler.
I B. Reloied Sections:
I l. ExleriorWoll Froming: Section06l@RoughCorpentry.
t 2. Finol Cleoning of Gloss: Seclion Ol74t Finol Cleonino.
- 1,O2 SUBMITTALS
I A. Shop Drowings: Submil in occordonce with Seclion 01330.
I I.O3 DELIVERY, STORAGE AND HANDLING
I A. Generol: ComplywilhSection0l600.
I B. Delivery: Schedule delivery lo coincide wilh instollolion schedules so lhot minimumr hondling of croles is required. Do not open croles except os required for inspection for
shipping domoge.
t C. Sloroge: Slore coses occording to printed inslrucfion on cose, in oreos leosf subjecl lo
froffic or folling objects. Keep Sloroge oreo cleon ond dry.
I PART2-PRODUCTS
2.OI WOOD SLIDING GLASS DOORS
I A. Acceploble Monufoclurers:L Cresl Line
f| 2. Accepled SubstifufeI
B. Descriplion: Aluminum Clod Potio Sliding Doors ond Fromes, os indicoted.I l. Glolng: Foclory tempered insuloling cleor Low E glozing unils, oltitude odjusted if
I required.2. Exterior Finish: Aluminum clod, color os selected by Architect.
I 3. Accessories: Provide wiih sliding oluminum mesh screens.
f| 4. Hordwore: Provide complele with stondord pulls ond inlerior deodlock, ihresholdr ond weolherstripping,5. Trim: Aluminum clod wood lo molch doorond frome.
lc.Accessories:Providenecessoryonchorsondre|qledilems.
I D. Trim Floshings: Provide oll reloled oluminum lrim floshings, color io molch doors.
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I OA 0210 08264-l
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B.
3.04
A.
PART 3 - EXECUTION
3.OI EXAMINATION
A. Exominotion: Before inslollotion, verify fhol openings qre plumb ond squore ond of
proper dimension.
B. Acceplonce: Beginning of instollqtion meons occepfonce of exisling condilions by
instoller.
3.02 INSTALLATION AND ADJUSTMENT
A. Generol: Insloll doon occording lo mqnufocfurer's inslrucfions ond reviewed Shop
Drowings. Adjusl lo work freely with oll hordwore funcfioning properly. Reodjusl doon
ond screens of complelion of the job if directed by lhe Consfruction Monoger.
3.03 PROTECTION
A. Cover doors during sproy poinfing or ofher conslrucfion operufions lhot mighf couse
domoge.
Prolect lrock threshold during conslruction.
CLEANING
Leove doors in o job cleon condilion. Finol cleoning of gloss will be done under Section
01741.
END OF SECTION
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oA o2lo 0826+2
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sEcTtoN 083r0
ACCESS DOORS AND PANELS
- PARTI-GENERAL
I r.or SuMMARYI
A. Seclion Includes:l. Access doors inlo pipe ond utility spoces.
B. Reloted Seclions:l. Furnishing Access Doors os Specified in This Seclion for Mechonicol Equipment:
Division I 5 Mechonicol.
2 Furnishing Access Doors os Specified in This Section for Electricol Equipment: Division
l6 Eleclricol.3 Inslollotion of Access Doors: Appropriole seclions.
PART 2 - PRODUCTS
I 2.Ot ACCESS DOORS
I A. Locoled in Ploster:
t l. Milcor Style K
- 2. MM Syslems Boico Style A3. Korp Model DSC-214 PL
I 4. JL Induslries Model PWI 5. Willioms Brothers WB-PL
5. Accepied subslifute in occordonce with Section 016@.
I B. Locoled in Mosonry, Iile, Concrefe, Gypsum Drywoll:L Milcor Siyle M
r 2. MM Syslems Boico Style C
I 3. Korp Model DSC-214M4. JL lndusiries Model TM5. Nysfrom Building Producls NW
I 6. Willioms Brolhers WB-GPI 7 . Accepted subslilule in occordonce with Section 01600,
I C. Fire-Roled Access:
I l. Milcor Fire-Roted Access Door2. MM Sysfems Boico Fire Roted Access Door Series F
r 3. Korp Model KRP-150 FR
I 4. JL Indushies Model FDr 5. Nystrom Euitding Producls lW6. Willioms Brolhers WB-FR
I 7. Accepled subslilute in occordonce with Section 01600.I
D. Descriplion:
I l. Sizes: As indicoted on drowings or os required to properly service mechonicol or
I elecfricol equipmenl.2. Locking Devices: Key operofed com locks.
I OA 0210 083lG.l
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3. Finish: Prime for poinfed finish under Section 09900.
PART 3- EXECUTION
3.OI INSTALLATION
A- Mechonicol or Eleclricol Access: Acces doors required for occess lo mechqnicol or
eleclricol equipmenf sholl be provided under Division l5 or Division l6 ond instolled by
lhe lrode responsible for lhe moteriol in which door is locoled.
B. Generol Access: Furnish occess door indicoled on drowings for generol occess lo be
inslolled by trode responsible for moteriol in which door is locoled.
C. Floor Access Holch: Coordinote inslollolion so thol finish flooring in hofch recess is level
wifh odjocent finish floor.
END OF SECTION
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oA 0210 08310-2
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I SECT|ON 084r I
ALUMINUM-FRAMED STOREFRONTS
- PARTI-GENERAL
I r.or sUMMARYIA. Seclion Includes:
I l. Aluminum entronce froming.
I 2. Aluminum doors.3. Aluminum door hordwore.4. Aluminum window fromes.
Ir B. Products Instolled bul nol Furnished Under This Seciion:l. Cylinders: Seclion 08/10 Door Hordwqre.
I C. Reloled Seclions:l. Finol Cleoning of Gloss: Seclion 01741 Finol Cleoning.
I 2. Seoling Joinls: SectionOT92O Joinl Seolonls.
I 3. Glozing: Section 08800.
1.O2 SYSTEMDESCRIPTION
r A. Design Requirements:l. Wind Lood: Fqbricqte qnd instoll froming systems io wilirsiond wind forces
I colculoted in occordonce with UBC lor bosic wind speed of 80 mph, Exposure CI wilh moximum deflection oI | 1175 of spon. Reinforce froming sysiems os required to
meel criterio.
ll 2. Air Infiltrolion: Not exceed 0.06 CFM/sq. ft. of fixed oreo in occordonce with ASTM
I E283.
3. Woler Infiltrolion: No woler penetrolion ot tesl pressure ol 6.24 pst in occordonce
with ASTM E33t.
I I.O3 SUBMITTALS
I A. ProduclDolo: SubmilinoccordoncewilhSeciion01330.
I B. Shop Drowings: Submil in occordonce with Seclion 01330.
I L Colculolions: Include cqlculotions for review indicoling froming meels design
crilerio.r 2. Include speciol glozing stop ond olher ossociofed componenis. Indicote onchors,
joint syslem, exponsion provisions ond olher componenls not included in
I monufocturer's stondord dolo. Include glozing detoils.
C. Quolity Conlrol Submiltols:
I l. Wononfy: Submilinoccordoncewithsection0lTSO.t D. Temploles: Hordwore lemploles for hordwore mounled in oluminum doors ond fromes
I sholl be submilled under Seclion 08710 direcfly to oluminum door ond frome supplier
I immediolely ofler occeplonce of hordwore schedule. Report foilure lo receive
lemplofes wilh reosonoble promptness to Generol Controclor.
I OA 0210 0841l-l
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I.O4 QUALITY ASSURANCE
A. Insloller: Compony speciolizing in oluminum entronce ond storefronl fqbricofion ond
insfollofions.
l. Experience: Continuously fobricoted ond insfolled enfronces ond storefronl for five
yeors.
I.O5 DELIVERY, STORAGE AND HANDLING
A. Generol: Comply with Seclion 01600. Sfore fromes ond doors in positions necessory to
prevent twisting. Do not instoll fromes or doors with dimples or dents.
I.06 WARRANTY
A. Wononty: Provide five yeor wrillen worronty covering moferiols ond instollolion for
enlronces ond slorefronl in occordonce wilh Seciion 01780.L Wononty to inclucJe wotertight condilion.
PART 2 - PRODUCTS
2.OI DOOR AND FRAMES
A. Monufocturers:l. Kowneer2. Tubelite
3. US Aluminum
4. Visfowoll
5. Accepled subsliJute in occordonce wilh Secfion 01600.
B. Sysfem: Kowneer Trifob VG 451 Thermol Bonier Froming Sysfeml. Provide oluminum frome seclions in sizes ond shqpes indicoled.
2. Minimum woll Thickness:0.093'
3. Reinforcemenl: lf required os deiermined by monufocturer, odd conceoled sleel
reinforcemenl fo meei design requiremenls.
4. Hordwqre Reinforcement: Provide 3/16" conceoled steel reinforcemenl for
hordwore including door hinges, closers, ponic devices, etc.5. Accessories: Provide necessory fiifings ond occessories for o complele, functionol
ond wotertighi frome inslollotion. Provide molching oluminum broke melol,
closures, elc. where defoiled or required.
C. Glozed Doors: Kowneer 350 Medium Slile
D. Finish: Cleor onodized.
2.02 HARDWARE
A. Cylinders: Furnished under Seclion 08710 ond instolled under lhis section.
B. Other Hordwore: Provide hordwore including pivols, locks, ptrsh, pull, threshold ond
weolherslripping os scheduled in hordwore schedule. See Section 08710.
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oA 0210 08.411-2
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I PART 3- EffCUTION
I 3.OI EfiMINATION
I A. Verificolion of Condilions: Comply wilh Seclion Ot60O:r l. Loyoul: Verify loyoul of work before beginning inslollolion.2. Exisfing Condilions: Exomine openings for oluminum froming to delermine thot they
I ore proper size, plumb, squore ond level before inslollotion of fromes is slorled.I 3. Nolificolion: Nofify Generol Controclor of unsotisfoclory conditions in writing wilh
copy lo Archilecl.
I B. Acceplonce: Beginning of work meons qcceplonce of existing condilions by instoller.
3.O2 INSTALLATION
I A. Fromes: Securely insloll fromes occording lo monufoclurer's recommendotions ond
occepled shop drowings. Cool fenous mefols in direcl contocl with oluminum wilh zinc
I chromole primer os eleclricol insuloior.
T B. Doors: Apply hordwore in conformonce wifh hordwore morufocturer's temploies oncJ
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recommendoiions.
- C. Adjuslmenf: Hong ond odjusl doors lo work freely wilh hordwore funclioning properly.
Re-odjust of completion of projecl if direcfed by Architect.
I. 3.03 FIELD QUALITY CONTROL
I A. Woter Tesls: Woler lest enlronce ond slorefronl syslem upon completion in presence oft Architecf. Conduct lesl using hose wifhouf nozle ond lhoroirghly wel enlire gloss
surfoce. Relest unlil wolertight.
I 3.04 PROTECTTON
I A. Protecfion: Cover oluminum doors ond froming during sproy poinling, drywolling or other
I construclion operolions thol might couse domoge. Complele cleondown of mosonryr prior lo inslqllolion.
I 3.05 CLEANTNG
I A. Cleoning: Leove oluminum doors ond froming in cleon condition.
I l. Finol Cleoning of Gloss: Under Section 01741.
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END OF SECTION
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I sEcTtoN 08560
PLASTIC WINDOWS
I PARTI-GENERAL
I r.or suMMARYr
A. Section lncludes:
I l. Horizontol Sliding Windows
|t 2. Cosemenl windows.3. Awning windows
cr 4. Fixed windows.
r B. Reloied work:I. Finol Cleoning of Gloss: Section 01710 Finql Cleoning
| 2. Seoling Joints: Seclion 07900 Joinl SeolersI 3. Glolng: Section 08800
I |.02 SUBMTTTALS
I A. Producl Dolo: Submil in occordonce with Seclion 01300. lnclude dolo on hordwore.
I B. Shop Drowings: Submil in occordonce wilh Section 01300.
* I.O3 DELIVERY, STORAGE AND HANDLING
I A. Generql: ComplywifhSection0l600.l. Delivery: Schedule delivery fo coincide with glozing schedules so thot minimum
I hondling of croles is required. Do nol open crofes excepf os required for inspeclion
I for shipping domoge.2. Sloroge: Slore coses occording lo prinfed inskuclion on cose, in oreos leosl subjecl
r\ lo lroffic or folling objecls. Keep sloroge oreo cleon ond dry.
I 3. Hondling: Unpock coses following prinled insiructions on cose. Slock individuol
I eoch.
l PART 2- PRODUCTS
I 2.01 WTNDOWS
I A. Windows:
r l. Monufocturers:II
I o. Phillipsb. Accepted subslilute in occordonce wiih Section Cl160O.2. Monufocfurer ond Type: Phillips PVC windows.
I o. Color: As selecled by Architecl.r b. Glozing: S/&inch fhick cleor Low E insuloling gloss, oltitude odjusled.
j c. Screens: Monufoclure/s Slondord on oll operoble soshes.
I B. Glolng: All soshes sholl be focfory pre-glozed. Provide glozirrg occessories.
I oA 0210 o856Gl
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C. Accessories: Provide necessory hordwore, onchors ond reloled ilems.
PART 3 - E(ECUTION
3.OI EXAMINATION
A. Verificofion of Condilions: CompVwith Section0l600:l. Loyoul: Verify loyoui of work before beginning instollqfion.
2. Existing Condilions: Exomine subslrofe before beginning inslqllotion.3. Verify lhot openings for windows ore proper size, plumb, squore ond level before
instollotion of frqmes is sforled.
4. Nolificolion: Nofify Generol Conlrqclor o# unsotisfociory condilions in wriling wilh
copy lo Archilect.
B. Acceplonce: Beginning of work meons occeptonce of existing condifions by instoller.
3.02 INSTALLATION
A. Windows: Securely instoll windows occording to monufocfurer's recommendqlions ond
occepfed shop drowings.
B. Adjusfmenl: Adjusl operoble sosh lo work freely with hordwore funclioning properly. Re-
odjusi ol complelion of projecf if direcled by Architect.
3.03 PROTECTION
A. Prolecfion: Coverwindows during sproy pointing, drywolling or olher conslruction
operolions lhof mighf couse domoge.
3.04 CLEANING
A. Cleoning: Leove windows in cleon condifion.
I . Finol Cleoning of Gloss: Under Seclion 0l 71 0.
END OF SECTION
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oA 02r0 0856G2
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sEcTtoN 087t0
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DOOR HARDWARE
. PARTI-GENERAL
I r.or SUMMARYaA. Section lncludes:
r l. Door Hordwore
I 2. Key Box
r B. Products furnished bul nol Instolled Under This Section:
I l. Cylinders for Aluminum Entronces: Seclion O84l l.
C. Reloted Seclions:
I l. HollowMetolDoorsondFromes: Seclionosll0steelDoorsondFromes.f 2. Wood Doors: Seclion 08210.3. Cobinel Hordwore: Seclion 06410 Custom Cobinels.
|l 4. Threshold Seolonl: Section 07920 Joint Seolonts.-I I.O2 SUBMMALS
I A. Hordwore Schedute:
' l. Within 20 doys ofler receipl of order for finish hordwore, prepore complele schedule
ond submil in occordonce with Seciion 01330.
I 2. Do nof order hordwore until occepled copy of schedule is relurned fo supplierI beoring slomps of Conlroctor ond Archilecl.3. Include cofolog cul of eoch different hordwore ilem on hordwqre schedule.
11 4. Schedule: Indicqte following deloils:
I Door Numbers Frome MoteriolsLocotion Hond of Door
I 3:"":ilXt'$Sness
or Door
ffitJ:?;it3:ff::tI As well os ony olher pertinenl informotion regording door ond quolity ond type of
hordwore lo be furnished.
I B. Temploles: Within l0 doys ofler receipl of occepled hordwore schedule, submil four seis
of temploles ond schedules to:
I l. Hollow metol door ond frome supplier.
t 2. Wood door supplier.3. Aluminum door ond frome suppliet.
I C. Quolity Control Submiftols:I l. Wononty: Submif inoccordoncewithSection0lTSO.
I D. Confrocl Closeoul Submiffols:
t l. OperofionondMoinlenonceDolo: SubmifinoccordoncewithSection01780.
Include pdnfed sheels from monufocturer covering hordwore furnished. Include
I following informofion:
I o. Nome, oddress ond telephone number of hordwor.e suppliers.
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08710-l
b. Mointenonce insfructions ond ports lisl for eoch type of operoling hordwore
including:(l) Locks
t2l Exil Devices
(3) Closers
I.O3 QUALITY ASSURANCE
A. Supplier Quolificotions: Hordwore suppliersholl hove in his employ regulor member, in
good stonding, of Americon Sociefy of Architeclurol Hordwore Consullonts, who sholl be
responsible for detoiling, scheduling ond ordering of finish hordwore.
B. Regulotory Requiremenfs: Provide Underwrilers Loborolory lisled hordwore for fire or
occidenl hozord where scheduled or required lo moinfqin roting of opening.
I.O4 DELIVERY, STORAGE AND HANDLING
A. Generol: ComplywithSection0l60O.l. Delivery: Deliver hordwore to job site only ofler proper provision for storoge hove
been mode.
2. Lobels: Properly pockoge ond lobel eoch item lo indicole exocf locolion for which
intended.
3. Check-ln: Hqrdwore supplier sholl oulhorize his represenlofive to be presenl when
finish hordwore is delivered to sife ond sholl check in eoch ilem ond furn over lo
Controclor for storoge in secure ploce under lock ond key.
I.O5 WARRANTY
A. Wononty: Provide following written wononlies covering hordwore in occordonce wilh
Seciion 01780.l. Wononty ogoinsl mechonicol foilure of door closers for five yeor period.
2. Wononty ogoinst foilure of ports for hordwore except door closers for two yeor
period. Wononiy sholl include cylinder locks.
PART 2 - PRODUCTS
2.OI KEYING. KEYS AND MASTER KEYS
A. Keying Schedule: Key oll cylinders olike or different os direcled by Owner. Be responsible
to schedule meeling wiih Owner lo obloin Owner's keying requiremenls.
B. Conslruction Keys: All exlerior cylinders sholl be construclion mosler keyed. Af lime of
Owner occuponcy, moke consiruciion keys inoperofive. Provide six exlrocior keys.
C. Mosler Key: Cylinders sholl be mosfer keyed. Provide folol of six building mosler keys.
D. Keys: Provide two keys for eoch inferior cylinder keyed. Slomp keys ond cylinders wiih
door number.
E. Key Delivery:
l. Moster Keys ond Submosfer Keys ond ldenlified Chonge Keys: Delivery direcl from
foclory by regislered moil in sofety envelopes direclly lo Owner
2. Other Keys: Moil other keys lo Generol Coniroclor of his office.
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2.O3 KEY BOXES
A. Key Box: Provide one Knox Compony, Model 3200 Knox Box, recessed mount for Eorly
Leorning Cenler enlrqnce.l. Finish: Block2. Provide locolion stickers os reguired.
2.O4 GENERALMATERIALREQUIREMENTS
A. Fosteners: Furnish necessory screws ond bolfs for proper inslollolion. Provide suitoble
sizes, fype ond finish lo hormonize wilh hordwore.l. Hordwore Alloched lo Metol: Temploled ond fosfened wifh mochine screws lono
enough lo penetrofe 1/2" thick reinforcing.
B. Silencers: Provide rubber silencers for doors instolled in inlerior melol fromes. Provide
fhree silencers for eoch door ond two for eoch poir of doors
C. Cylinders: Furnish cylinders of some keywoy unless olherwise specified.
D. Stops: Provide wqll-mounted stops where possible.
E. Altic Droft Slop Doors: Provide self-closing spring hinges.
PART 3 - EXECUTION
3.OI INSTALLATION
A. Generol: Provide foclory hordwore lechnicion to be presenl lo ossist ond instrucf those
opplying finish hordwore.
Fostening: Furnish ilems of hordwore with ottochmeni screws, bolls, nuis, elc. os
required lo olloch hordwore to lype of moleriol involved ond with finish lo molch
odjocent hordwore.l. Moke ollochmenls lo metol by lemplole mochine screws.2. Through-bolt hordwore such os door closers, foreorm shoes of closers, holding
devices ond ponic hordwore mounied on doors or ponels.
3. Aftoch hordwore lo mosonry or concrele wilh exponsic,,r bolts or similor drilled
onchors lo develop full slrength of ottoched device. Set exponsion onchon in solid
mosonry not mortor joints.
Weof herstripping ond Thresholds:l. Weofherstripping ond Soundslripping: Run full heighf of both jombs ond full width of
heod.
2. Thresholds ond Door Bolloms: Run full widfh of opening. Instqll fhresholds with
conlinuous threshold onchors cost into slob ond set in seolont under Section 07920.
Mouniing Heighfs (Unless Olherwise lndicoted): Dimensions given ore from floor fo cenfer
line of hordwore item.I. Door Knobs ond Levers:2. Pushploles:
3. Pullploles:4. Exil Devices Cross Bor:
Noie:
oA 0210
Slondord - 38 lnches
Slondord - 46 lnches
Slondord - 46 Inches
Sfondord - 36 Inches
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0871G3
o. Mount pull on opposife side of ponic device lo corrrcide wilh exil device
lemplole.
b. Insloll pushplole fo conceol through bolts of pull.
3.02 KEY BOXES
A. Instoll in locolion direcled by Archilecl.
3.03 PROTECTION
A. Poinling: Do nol insloll door silencers, kickplotes, pushploles, door bolloms ond woll
sfops unlil otler poinfing is complele. Loosen locksets ond pcnic hordwore prior lo
poinfing ond retighlen ofter poiniing is complete. Mosk hordwqre or ofherwise protecf
during pointing operolion.
3.04 ADJUSTMENT
A. Adjusting by Hordwore Mqnufqcfure/s Representofive: Prior ro ftnol inspecfion, inspect
ond odjust door closers, locks qnd ilems requiring close odjusfmenl ond regulofion ond
check keying.
END OF SECTION
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SECTION OBTIO FINISH HARDWARE
PART I - GENERAL
1.01 DESCRIPTION
A. Related Work:
1.
2.
3.
4.
5.
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1,02 SUBMITTALS
A. Hardware Schedule: Wlthln 1@ day8 after recelpt of a contract for
the flnlsh hardware, prepare a complete schedule and submlt, ln 5
coples to the Archltect for revlew.
Do not order hardware untlL a corrected copy of the schedule ls
returned to the suppller bearlng the approval of the Archltect.
A catalog cut of each dtfferent hardware ltem shall be lncluded
wlth each hardware schedule.
Thls schectule shall lndlcate the followlng detalls:
Door numbers Frame materlals
B.
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13.
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Locatlon
Slze and thlckness of door
Door materlal
Hand of door
Degree of openlng
Type of attachment
As well aB any other pertlnent lnformatlon regardlng the door and
the quallty and type of hardware to be furnlshed. No hardware
shall be ordered untll a corrected copy ls returned to the
suppller lndlcatlng the acceptance of the Archltect.
Templates r Wlthln 10 days after recelpt of the approved
corrected hardware scheclule, submlt 4 sets of templates and
schedules to the wood door and hollow metal door and frame
suppllers.
contract Closeout Submlttals:
Furnlsh three (3) coples of malntenance manuals coverlng the
flnlsh hardware for thls Job. Each manual shall con8lst of
prlnted sheets from the hardware nanufacturer bound ln a three-
rlng blnder and properly lndexed.
Include the followlng lnformatlon ln malntenance manuals:
1. Home, address and telephone number of hardware supplLers.
2. Malntenance lnstructlon and parts ltst for each type of
operatlng hardware lncludlng:
a. Locks
b. Exlt devlces
c. Closers
Warranty: Provlde wrltten r"rarranty coverlng requlrements of
Artlcle 1.o5.
1.O3 QUAITTY ASSLJRANCE
A. SUPPLfER QUALIFICATIONS: The hardware suppller must have ln hls
enplolment a Ouallfled contract hardware peraon wlth mlnlmum of 2
years of Archltectural Hardware experlence, who shall be
iesponslble for the detalllng, scheclullng and orderl'ng of the
flnlsh hardware for thls Contract.
B. Regulatory Requlrements: Provlde UnderwrlterE' Laboratory llsted
haidware for flre or accldlent hazard where scheduLed or requlred
to malntaln ratlng of openlngs. Comply wlth regulrements of door
end door frame labels. Comply wlth NFPA No, 80 and local codes
that are used ln area of Project.
1.04 DELIVERY, STORAGE AND HANDLING
Dellver hardbrare to the Job slte only after proper provlslon for
storage has been made. I
Properly package and clearly label each ltem to lndlcate exact
locatlon for whlch lntended.
Hardware suppller shall authorlze hls representatlve to be present
when all flnlsh hardware ls dellvered to the slte and sha1l check
ln each ltem and turn over to General Trades Contractor for
storage ln a secure place under lock and key-
1.05 WARRANTY
Furnlsh three (3) coples of the followlng $trltten warranty to be
lncluded ln Matntenance Manualsr
1. Warranty agalnst mechanlcal fallure of door closers for a
flve-year perlod.
2. Warranty agalnst
door closers forcyllnder locke.
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fallure of parts for aII hardware except Ia tero-year perlod. warranty shall lnclude I
Startlng date for all vtarranty perlods
acceptance of bulldlng by o!,tner.
PART 2 - PRODUCTS
2.@1 ACCEPTABLE MANUFACTURERS
A. Buttsr *Stanley.
Panlc Devlces: *Von Duprln - 22 serles-
Door Closers: 'LCN
D. Locksets:1. *Schlage "A", "At" AND "F" SERIES. DESIGNS
SCHEDULE.
E. Thresholds, Smoke SeaI and Weatherstrlpplngr
F. Stops and Trlm: 'Rocksroocl .
to be date of I
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PER HARDWARE
*Pemko,
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I 2.02 KEYING, KEYS AND MASTER KEYS
I A. The hardware suppller shall make avallable to the Archltect and/or
I Owner a representatlve for the purpose of consultlng and revlewlng
the project's keylng requlrements and rnake a wrltten proposal of
- the conplete key system.
II B. All extertor doors shall be constructton master keyed, all keyed
dlfferently wlth ten constructlon master key total . Provlde the
I Owner and archltect wlth a constructlon master key. Upon flnal
I acceptance of the proJect by the Owner, the constructlon keys
shall be pulled.
t c. AIt cyllnders shall. be master keyed per owner and Archltect.r! Furnlsh keys as follows.
I 1, Ten (1@) constructlon keys.
t 2. Four (4) new bulldlng master keys.
3. Four (2) keys for each lnterlor cyLlnder keyed separately
I Provlde two (2) keys per cyllnder up to a maxlmum of twelve
I (12) keys for any group keyed allke.
4. Three (3) control keys.
I D. The lock manufacturer shal1 forward factory dlrect by reglsteredr ma1l 1n safety envelopes dlrectly to the Owner, all master keys
and grand master keys and change keys properly ldent1f1ed.
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I 2.04 GENERAL MATERIAT REQUIREMENTS
I
C. Fastenersr Manufacture hardware to conform to publlshed templates
I generally prepared for nachlne scre$, 1nstallatlon. Do not provlcle
I hardware whlch- has been prepared for self-tapplng sheet-netaL
screws except as speclflcalIy lndlcated.
1. Furnlsh screws for lnstallatlon wlth each hardware ltem
Provlde Phl1llps flat-head screws except as otherwlse
lndlcated. F1nlsh exposed (exposed under any condltton)
screr^rs to match the hardware flnlsh or tf exposed ln
surfaces of other work to match the f1n1sh of such other
work as closely as posslble lncLudlng "prepared for palnt"
1n surfaces to recelve palnted flnlsh.
a. Sex Bolts: InstaII door closer, door holders and
exlt devlces on wood doors by means of thru bolts
and sex nuts.
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2.06
A.
B.
c.
EXIT DEVICES
Provlde flre exlt devlces as l1sted 1n the -Door Assembty Type
l1st "Exlt devlcea to have a sttocK RESISTOR to QUIETEN the nolae of
the operatlon of the devlce.
Al1 worklng parts mu8f be made of stamped steel zlncdlchromateparts. Ho DrEcAsr, PLAsrrc oR cAsr BRAss PARTS SHALL BE usED.
NOTE:a. PuIl on opposlte stde of panlc devlce shall be mounted
colnclde wlth exlt devlce tenplate.
b. Push plate shall be lnstalled to conceal through boltspull.
to
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PART 3 - EXECUTION
3.01 TNSTALLATION
A. General: Alt flnlsh hardware shall be lnsta1led by General
Contractor. Hardware suppLLer shall provlde a factory hardware
technlclan to be present to asslst and/or lnstruct those apply-
1ng flnlsh hardware.
Furnlsh aIl ltens of hardware wlth attachment screws, bo1ts,
nuts, etc., as regulred to attach hardware to type of materlal
lnvolved and wlth flntsh to match hardware wlth $th1ch they are to
be used. Make aII attachments to netal by template machlne
screws.
Provlde through bolts and hex nuts for door closers, forearm shoes
of closers, holdlng devlces ancl panlc hardware mounted on doors
or panels.
Attach hardware to masonry or concrete wlth expanslon bolts or
slmllar drllted anchors to develop full strength of attached
devlce.
Run weatherEtrlpplng or soundstrlpplng futl helght of both Janbs
and full wldth of head. Run thresholds full wldth of openlng.
Run door bottoms fuII wldth of doors. Set expanslon anchors tn
solld masonry, not mortar Jotnts. Install thresholds wlth
contlnuous threshol.d anchors cast lnto slab. Set thresholds 1n
caulklng by sealant contractor.
B. Mountlng Helghts: Dlmenslona glven are from floor to center ll.ne
of hardware ltem.
1. Door Knobs2. Push Plates3. PuIl PlateE4. Exlt Devlces Cross Bar5. Deadlocks
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I 3.oz PRorgcrroNI
Do not lnstall door sllencers, klckplates, pushplates, door
I bottoms, and wall stops untll after palntlng ls complete. toosen
I locksets and panlc hardware prlor to palntlng and re-tlghten afterpalntlng ls complete. Mask aI1 hardware or otherwlse protect
durlng patntlng operatlon..
II 3.@3 ADJUSTMENT
I A. Prlor to Punch llst Observatlon, hardware nanufacturers
I representatlve shall lnspect all door closers, Iocks and /or all
ltems requlrlng close adJustment and /or regulatlon and report all
r ltems to Archttect for contractor to correct.
I! B. Alt door closers sha1l be factory adjusted for slze of door on
whlch they are to be lnstalled.II C. Instruct Owner's personnel 1n proper adJustment and malntenance of
hardware and hardware flnlsheE durlng the flnal adjustment of
I hardware.
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3.04 HARDWARE SCHEDULE
I! It ls lntended the follow1ng schedule lnclude all ltem of f1nlsh
hardware necessary to conplete the work. If a descrlptlon 1s found
I ln the schedule, such as a mlsslng ltem, lmproPer hardware for
I trame door or flre codes The Pre an w111 be the decldlng
document.
-I AII ltems shall be of proper type for attachlng securely to type
of materlal on whlch they occur.
Followlng manufacturers are lncluded ln the flnlsh hardware
schedule to establlsh level of quallty:
Butts! * (sTA) stanrey
Panlc Devlces: * (vD) von DuPrln
Door Closers: * (LcN) LcN closers
Locksetss * (scH) schlage
Threshold, Weatherstrlpplng: * (PEM) Pemko
stops and Trlm: r (Roc) Rockwood
Others: As lndlcated
Flnlshes:
Butts US 26D
Locks US 25D
Pantcs SP28Trln us 25Dclosers AL
Weatherstrlpplng elear Anodlzed
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r.0 I oR 2 cvLtNDERS Ag REoUTRSD HDr{€ SCII
'-f-_1-;.1..-'.SublYF .l .-----opcn1rys-----,
dLrN Alot Alr2A ArrzB
P300 . P305
HDI- I
HDn- 2
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HDrf - 4
t{Dr{ - 6
HDW- ?
IIDWE
HDIfE
HD}IE
l{DnE
HDWE
HD}IE
HDI{E
HDlTE
HDrfE
}TDt{E
HDWE-
HDI{E
t{Dr{E
HDHE
At l0a
3.0 cBl79 r.5 X a.5 U326D NRP
r.0 Aros oRa 525 AsA
LO S88D 17' BIJLK
1.0 {t2cRt 35
1.0 a09 us32D
3.0 cB1?9 {.5 X {-5 US26D NRP
1.0 ATOPD ORB 526 ASA
1.0 P1r61H Ar. TBHUtt
r.0 l0 x a6 .038 us32D
1.0 {09 US32D
3.0 cBL"9 {.5 X a.5 US26D NRP
I.O ASOPD ORB 626 ASA
1.0 PI,l51 AL TBtlIilS
1.0 s88D t8' X I{SS2000 18'
1.0 10 x {6 .038 uS32D
1.0 {09 us32D
3.0 cB1?9 4.5 X {.5 US26D NRP
1.0 ASOPD ORB 525 ASA
1.0 Pl{61 A! TBI{I.IS
1.0 271A 35
1.0 3O3AS 7/36 X 2/84
r..0 Hss2000 18
r.0 3l5cN 36
r.0 l0 x 3{ .038 US32D
1.0 {09 us32D
3.0 cBt?9 4.5 X 4.5 US26D NRP
7-O 22L X 230L-R SP2S
1.0 2O-OOr I ll4 626
t.0 P1{61H AL rBW}lS
1.0 27lA 36
r.0 303AS 1136 X 2184
r.o 3150.1 35
1.0 10 x 34 .038 US32D
1.0 {09 us32D
3.0 CBr79 {.5 X,r'5 US26D lrRP
1.0 A25D ORB 625 ASA
t,0 Pl{51 AI, TB}rUS
1.0 2?tA 35
1.0 l03As l/36 x 2/8r
1.0 315C!l 35
1.0 10 x 34 .038 US32D
1.0 {09 usl2D
3.0 CB1?9 4.5 X {.5 US26D NRP
I.O ASOPD ORB 626 ASA
t.O P1{6ll{ AL TBI{l'lS
1.0 t0 x 34 .038 US32D
1.0 {09 us32D
3.0 CBl?9 {.5 X 4.5 US25D NRP
1.0 ASOPD ORB 626 ASA
1.O Pr46rH Al, Tgl{!',ls
1.0 2714 35
r.o 3o3AS Ll36 Y, 2184
1.0 3l5CN 36
1.0 lO X l{ .038 US32D
r.0 ,a09 us32D
HD'IE STA .HI}IGE
HDwA Scl{ tATCr{
HDNB PEI{ SMSEAL
HDIIE PE!,I AUIPDE
HD}IE ROC STOP
HDWE SAA -HIIICE A11O
HDWE SC'{ LOCR
}ID'IE LCN CI.OSER
HD'IE ROC, KICK
HD9IE ROC SfOP
STA -HINC8 A1O8
scs lrcK
LCN CIOSER
PEM .M sEA
ROC KICK
ROC STOP
I{DI{E STA .HINGE A2O?B
HDWE SCII IOCK
ITDWE IfN CI.OSER
HDWE PET,! TI{RES
HDWE PEI.I IISTP
HDWE PEM SM SEA
HDHE PEM SWSEP
HDIIE ROC KICK
HDWS ROC STOP
HD}IE STA -HIIIGE
HDNE VD EXIT
HDr'E SCH CYI.IN
HDTTE LCN CI.OSER
HDI{E PEI,I tI{RES
HDHE PEI.I WSTP
IIDi{E PEI.I SIIEEP
I|DWE ROC KICK
}TDI{E ROC STOP
HDIIE StA
HD9{E SCH
IID9fE LCN
HDIIE PEI{
I{DWE PEM
HONE PEM
HDWS ROC
I{D9IE ROC
THRES
t|STP
K!CK
Ail, ;a,^i.ha.l-".. i
\aorYrz
t A\* 'afA panic-
t.
Vr^J-^"c. aq a\"ocv
HDWE
HD}IE
HDr{E
I{DWE
STA -HINGg A31OA
SCH IOCK
Lcl.I CIDSER
ROC KICK
ROC StOP
STA -I{INGE B2O9
SCH I,OCK
LclI CLOSER
PEl.l Th?ES
PEM WSTP
PEU S''SEP
ROC KICK
ROC SIOP
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*l )o,.tqA3ltA {
HDrf - 9
Scg thrn Atch tc!
l{Dtf- 10
HDV| - 1l
l{Dw - 12
HDr.l - 13
HDW. I {
HDn - 15
HDW - l6
HDW.1? '
t{Dw- 18
HDI|E 8"A -HII(|E
HDHE VD EXI?
HDWE SCH CYLIN
ItDnE LCN CIOSSR
EDHE PE THRES
HD'dE PEII SU SEA
ED9IE P&\| S'..EEP
HDHE ROC KICK
I{DWE ROC STOP
HDNE STA -HINGE
t{Dr{E SCI{ I.oCK
HD}TE Lc}I CTOSER
HDWE PEM ?HRES
HDWA PEM SM SEA
IID9IE PEI.I SI{EEP
HDI{E ROC KICK
ltDt{E Roc sToP
AIO? A2O?A A3O?
ctot c201 c30l
caol c501 PLo2
PlO3A PIOSB P2O1
9202A P2028 P202C
P3 01, P302A Pf02a
ory rypt "rtg htblYD€ : t --":btra;liigs- i' -- rIten lfunbcrI
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3.0 CB1?9 a.5 X 4.5 US26D NRP
l.o 22L-F X 23oL-R SP28
1.0 20-00r L l/4 526
I .0 P1461' AL tBlil'ls
1.0 271A 36
1.O S88D 1?' X HSS2000 17'
1.0 3r5CN 36
:.O r0 x 34 -038 US32D
1.0 409 US32D
3,0 CBl?9 {.5 X {.5 US26D NRP
l-o A80PD ORS 526 ASA
1.0 P1461 AL TBWMS
1.0 271A 36
r.o S88D 1?' x Hss2ooo 17'
1.0 315C!l 35
1.0 10 x 14 .038 US32D
1.0 409 us32D
I.O HINGES BY DR SUPPLIER
1.0 As]PD ORB 626 ASA
1.0 BC160P 625
1,.0 ULDV- 150 626
1.0 409 Us32D
1.0 REMAINING HDW BY DR SUPPLIER
c2ooA c300A c4 004
c5ooA P215 P304
HDWE B/O
HDTIE CAL
l{Dl'|E ROC
I{DWE B/O
RIO
LOCK
DLOCK
VIEWER
B/O
r)n;{ Eilry Poort
1.0 HINGES BY DR SUPPLIER HDWE B/O S/O
1.0 AL53PD SAT 626 ttDrlE SCH LOCK
l..o Bcl6OP 626 llDwE scH DLOCK
2.0 ULDV-r6O 526 ltDwE cAL VIEI'lER
1.0 409 us32D tlDwE ROc SToP
1.0 REMAINING HDW BY DR SUPPLIER HDHE B/O S/O
llooJ:cop uni[ En]ry l, "s
un;l elogcl Doors
HD*E B/o B/o utr;J BrJ onJ B"fA paorS
HDWS SCH LATCH
ITDWE ROC STOP
HDWE g/O 9/O
HDWE SCH LATCH
HDr.rs Roc sroP
HDWE B/O B/O
HDWE SCI{ I,ATCI{
gDvrE Roc sToP
:::: ::: 'J:." 4tpc {
H" D, -<
HDWE SCH BOLT
HD}TE B/O B,/O
I.O HINGES BY DR SUPPLTER
1.0 F10 oRB 526
1.0 ,r09 us32D
1.0 SINGES BY DR SUPPLIER
r.0 F40 oRB 525
1.0 409 us32D
1,0 HINGES BY DR SUPPLIER
l.o Flo ii,ell eze
1.0 409 us32D
1.0 HINGES BY DR SUPPLIER
1.0 F40 EI,AN 626
1.0 409 us32D
1.0 HINGES BY DR SUPPLIER
:.,0 A25D ORg 625
1 .0 BCl80 625
1.0 REMAINING HDW BY DR SUPPLIER
HDllE B/O S/O
HDNA SCH LATCH
HDI{E ROC STOP
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sEcTtoN 08800
I
GLAZING
I PARTI-GENERAL
I r.or SuMMARYI
A. Secfion lncludes:
I l. Gloss ond Glozing For:
I o. Hollow Melol Frqmes ond Doors: Seclion O8l10.b. Wood Doors: Secfion 08210.c. Aluminum-Fromed Slorefronts: Seclion0841 l.
I 2. Fromeless Minors.
B. Relofed Seclions:
I l. Foctory Glqzed Windows ond Doors: Sections 08264 ond 08560.r
1,O2 REFERENCES
I A. Reference Slondords - See Section 01423. Comply with:l. Glozing Associolion of Norlh Americo (GANA) Glozing Monuol, 1997 edition.
rl 2. Flol Gloss Morketing Associolion (FGMA) Glozing Seoling Sysfems Monuol, l99O
I edilion.r 3. Seoled Insuloted Gloss Monufocluring Associolion (SIGMA) Glolng Guidelines, 1997
edilion.
I I.O3 SUBMITIALS
I A. Somples: Submil somples of eoch type of gloss in occordonce with Section 01330. Cuf
I gloss sizes os requesled by Architect.
r r.03 QUALTTY ASSURANCE
f A. Regulotory Requirements:L Wire Gloss: UL opproved.
I 2. SofetyGlossondGlozing: ComplywilhStoleSfotutes,UBCondANS|ZgT.l.I
B. Certificotions:
I l. Insuloting Gloss: IGCC certified lo Level A.I I.O4 DELIVERY, STORAGE AND HANDLING
I A. Generol: Comply wilh Section 01600.l. Delivery: Schedule delivery io coincide wilh glozing schedules so minimum hondling
I fl,;;:le;jfiirJ::. Do not open croles excepl os required rorinspection ror
l| 2. Sloroge: Siore coses occording lo prinled instruciions on cose, in qreos leosl
subjecl to lroffic or folling objecls. Keep storoge oreo cleon ond dry.
I 3. Hondling: Unpock coses following printed insfructions on cose. Slock individuol
I windows on edge leoned slightly ogoinst upright supporls wifh seporoiors between
eoch.
I OA 0210 0880G.1
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I.O5 PROJECTCONDITIONS
A. Fietd Meosuremenls: Field meosure openings before ordering tempered gloss producls.
Be responsible for proper fil of field-meosured producls.
I.06 WARRANTY
A. All insulqted gloss in the verticol positions shqll be wononted ogoinsl seol foilure for o
period of len yeors.
B. All gloss wilh Low E cooting sholl be worronled ogoinst hozing of the cooting for o period
of len yeors.
PART 2 - PRODUCTS
2.O1 GLASS
A. Monufocfurers/Fobricolors:L PPG lnduslries, Inc.2. AFG Indusiries, Inc.3 Libby-Owens-Ford Co.4. Generol Gloss Corporotion.
5. Guordionlnduslries.6. Virocon.
7. Visfeon Flool Gloss Operolions.8. Accepfed Substilute in occordonce wilh Section Ol60O.
B. Lobels: Eoch Individuol Piece of Glqss: Beor lobel designofing type, lhickness ond
quolity. Do nol remove lobels until reviewed by Architect.
C. Gloss Types: Provide gloss of following types os indicoled:
TYPE DESCRIPTION
A One-inch nominol thickness double seoldd insuloling gloss. l/2-inch oir spqce.
Inside foce I /4 inch cleor. Outside toce 1/4 inch cleor. Low E.
B One-inch nominol thickness double seoled insuloting gloss. l/2-inch oir spoce.
Inside foce 1 /4 inch tempered cleor. Oulsid e toce I l4 inch lempered cleor.
Use of sofety locoiions ond os indicoied. Low E.
C I /4-inch lhickness Hordis Polished Boroque or Pilkington Georgion Polished Wire
Gloss, cleor, UL opproved, (verficol ond horizontol wire only).
D | /4 inch ihickness cleor Tempered Sofety Gloss. Use ol sofety locotions ond os
indicoted.
2.02 GLAZING MATERIALS
A. Glolng Goskefs: Aluminum froming system monufocturer's sfondord EPDM or neoprene
exlrusions.
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I B. Selting Blocks, Shims ond Glozing Clips: Size ond type os recommended by gloss
I monufoclurer
r C. Preshimmed Glozing Tope:I ' l:'?#i'zi!",lili;..
b. Pecoro Shim-Seol Tope.
c. Tremco Preshimmed 440 Tope.
I d. Approved subslilule.2. Descriplion: Preformed, odhesive, elosiomeric butyl/polyisobutylene glozing lope
I wilh continuous built-in EPDM shim. designed for pressure seoling of glozing units in
I - froming syslem.3. Seolont Compotibilify: Provide lope compolible with silicone glozing seolonl qnd
curtoin woll or window woll perimeler seolonls.
- D. Spocers: Neoprene,4G50 duromeler hordness, compotible wiih seqlqnls used.
I E. Cleoners, Primers ond Seolers: Type recommended by seolonl goskel monufoclurer.r F. Silicone Glozing Compound: GE Silgloze N or occepfed subsiitule in occordonce wilhr Secfion 01600.
I 2.03 UNFRAMED MIRRORS
I A. Minors: | /4-inch thickness polished plole, mirror-glozing quolity with polished edges.r l. Sizes: As indicoted on Drowings.2. Adhesive: As recommended by Miror Gloss Monufoclurer.
I PART3-EXECUTION
r 3.01 INSPECTIONrA. Verificolion of Condifions: Comply with Section 01600:
r l. Loyoul: Verify loyouf of work before beginning instollolion.
I 2. Existing Condilions: Before glozing, verify lhof fromes qre plumb ond squore wilh
metols siops sel for proper gloss-lo-stop foce cleoronce.3. Notificotion: Nolify Generol Conlroclor of unsolisfoctory conditions in writing wilh
copy lo Archifecf.r B. Acceplonce: Beginning of work meqns occepfonce of exisling condilions by insfoller.
t 3.o2 PREPARATTON
I A. Proleciion: Compleiely cover gloss during sproy poinling, lexluring or ofher construclion
I operofions thol mighf couse domoge fo gloss.r l. Cleondown of Mosonry: Compleled prior lo gloss insfollction.
I 3.03 TNSTALLATToN
I A. Slops:
I l. Hold gloss with wood or metol stops qs deioiled.
t o. Stops: Furnished under other sections.2. Corefully remove ony slop olreody in ploce os necessory to permii glolng.
I OA 0210 0880G3
II
3. Hondle sfops corefully ond instoll lo ovoid domoge.
B. Glozing in Wood or Melol Fromes:
l. Tope enlire opening lo prevenl gloss from iouching frorne in ony direction.2. Cenfer gloss in glozing robbel lo moinioin recommended cleoronces ot oll four
sides, inside ond oul.3. Resf gloss on selling blocks qs.recommended by the gloss monufocturer.4. Insloll shims or use shim tope os recommended fo moinloin cleoronce between
slops ond foce of gloss..
5. Insfoll glolng tope ond sfop in wilh specified slops.6. Cover lop of tope wilh silicone seolonl on bolh sides of frome.7. Cut oll gloss wifh smoolh, stroight edges of full size required by lhe openings. Edge
cleoronces sholl comply with flot Gloss Morketing Associotion Slondords.
8. Leove seolonf smoofh ond cleon. Remove seolont from odjoining surfoces wilhout
domoging the finish.
C. Glolng in Aluminum Windows ond Doors: Insloll gloss on sefting blocks os
recommended by the window or door monufocturer. Dry gloze using gloss retoiners
providing resilienl clomping grip on gloss or gloze with elosfic glozing compound os
required.
D. Allowoble Toleronces: Moinloin glozing toleronces between gloss ond frome or siops os
recommended by lhe FGMA.l. | /4Inch Thickness Gloss: Mointoin I /8-inch cleoronce between gloss foce ond
melol stops.
3.04 MTRRORS
A. Minors: Instoll with opproved odhesive.
3.05 CLEANING
A. Cleoning: Leove gloss in job cleon condilion with glozing compound ond putty corefully
removed from gloss ond odjoining surfoces.l. FinolCleoningof Gloss: UnderSectionOlT4l.
B. Breokoge: Unless responsibility con be ossessed lo onolher conlrocior, be responsible for
gloss broken during shipment, sloroge ond insiollotion.
END OF SECTION
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oA 0210 0880G4
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DIVISION 9 - FINISHES
sEcTtoN 09220
PORTLAND CEMENT PLASTER
I PARTr-cENERAL
I I.OI SUMMARY
I A. Section lncludes:r l. Suspended Melol Froming
r 2. Metol Lolh
I 3. Porllond Cemenl Plosler on Loth.
B. Producls instolled buf nof Furnished Under This Section:
I l. Access Ponels: Seclion 08310 Access Doors ond Ponels .
t 2. Plosfer Rings: Divisions 15 Mechonicol ond 16 Eleclricol.
I C. Reloted Sections:
I l. Wood Froming: Section 06100 Rough Corpenfry.2. Pointing: Seclion 09900 Points ond Cootings.
I t.o2 REFERENCEsI
A. Reference Slondords: See Seclion 01423. Comply with following:
I I. Metol Lolh Associofion'Specificolions for Metol Lqfhing ond Funing".
f| 2. ASTM C84l "lnslollotion of Inlerior Lothing qnd Funing".3. ASTM C926 "Applicotion of Porllond Cemenf Bosed Plos+er''.
t 4. ASTM Cl03 Inslollolion of Lothing ond Funing for Porilond Cemenl - Bosed Plosier.r I.O3 SUBMITTALS
I A. ProductDofo: SubmiiinoccordoncewilhSeclion01330. lncludeeochtypeof plosierr moteriol, melol lolh, ond lolhing occessories to be instolled.
I I.O4 QUALITY ASSURANCE
I A. Field Somple Areos:
I l. Stucco: Complele somple 2@ squore feel oreo of eoch type ond condifion of
siucco.r 2. Somple Areos: lllusirofe modeling, iexlure ond color.
r 3. Accepled Somple Areos: Stondord for rest of work.
I 4. Accepted Somple Areos: Moy remoin pori of complef.>d projecl.
I.O5 DELIVERY, STORAGE AND HANDLING
I A. Generol: ComplywithSeclion0l600.l. Plostering Mqferiols: Deliver in originol unopened conto;ners qnd slore off ground
I ondundercover.
t 2. Melol Lofh ond Accessories: Protecl from rusting during sloroge.
I OA 0210 oe22c.l
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3. Rusled or Woier Domoged Moferiqls: Subject lo rejection before or ofler
inslollotion.
I.06 PROJECTCONDITIONS
A. EnvironmenlolRequirements:l. Cold Weother Proteclion: Prolecf plosler coots ogoinsl freelng for period of 24
hours ofler opplicofion. Do nol opply inlerior or exferior plosler if ombienl
lemperofure is less lhon 40'F. Moinfoin lhis lemperolure 48 hours prior fo
opplicolion, during opplicolion ond during curing by usr; of lemporory heol ond
enclosure if necessory.2. Hof Weolher Protecfion: Profect ploster ogoinsl uneven or excessive evoporoiion
during dry, hol weolher ond from strong blosls of dry oir, eilher nolurol or ortificiol.
PART 2 - PRODUCTS
2.OI MEIAL FRAMING AND LATHING MATERIALS
A. Metol Lolh for Soffils: FS QQ-L-I0lo, 3.4 pound golvonized exponded melol.
B. Sfucco Loth: l-l12" x l7 gouge golvonized poper bocked self -funing siucco neiling.
C. Moin Runner Chonnels: 1-1 12", | 6 goge cold rolled chonnels, block ospholium pointed.
D. Cross Furring Chonnels: 3/4",16 goge cold rolled chonnels, block osphollum poinfed.
E. Honger Wire: No.9 goge golvonized wire.
F. TieWire: No. l6orNo. lSgogegolvonizedwire.
G. Cosing Beqds: USG No. 66 squore edge (exponded type) or equol.
H. Right Angle Corner Beods: K-Lolh Kwik-Corner or equol.
l. lnterior Corners: USG Cornerile or equol.
J. Control Joints: USG No.50, 75 or IOO w/removoble lope or equol.
2.O2 PORTLAND CEMENT PLASTER (SIUCCO) MATERTALS
A. Portlond Cement: ASTM C150, Type l.
B. Hydroted Lime: ASTM C206.
C. Aggregole: Cleon nolurol or monufocfured sond, free from delelerious omounts of
loom, cloy, soll, soluble solts ond orgonic mofler.l. Finish Coql Aggregote: Fine silico sond complying wilh requkemenls lisled obove.
D. Finish Cool: Foclory prepored Portlond cemenl os occepled by Archilecf:
l. Monufocfurers:
cl. Western Sluccob. Highlond Stuccoc. El ReySlucco
oA 0210
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09220-2
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d. SurewolFMorbilsil
I ; l:::3i:.ti[:tiure in occordonce wrh seciion 0r600.
I E. Woter: Cleon ond free from injurious omounls of oils, ocids, olkolis, solts, orgonicr moleriols or subslonces lhot moy be delelerious lo plosler or melols in conlocl wifh
plosler.
I 2.O3 PORTLAND CEMENT PLASTER (STUCCO) MTXES
I A. Eqch Coof of Portlond Cement Plosier: One port Portlond cemenl lo lhree to five ports
I of sond. Hydroledlimemoybeoddedforplosticityinomounlof l0%byweightor25%
volume. Should onli-hydro be used in ploce of lime, use one quorl per sock of Porllond
I cement wilh no odditionol odditive.
t B. Finish Coot of Porllond Cemenl Plosler: Use fine screened sond os oggregote.
I C. Colors: None required, field pointed under Section 09900.r D. Mixing: Mix moleriols in occordonce wilh monufociurer's recommendolions lo ochieve
I indicofed ond specified resulfs.
I
PART 3 - EXECUTION
I 3.or EXAMTNATToNI
A. Verificqtion of Condilions: Complywilh Section 01600:
I l. Loyouf: Verify loyouf of work before beginning instollotion.
f| 2. Exisling Condifions: Exomine before beginning insiollofion.3. Noiificolion: Nolify Generol Controctor of unsotisfoclory condifions in wriling witht copy fo Archilecl.
I B. Acceptonce: Beginning of work meons occeplonce of exisiing condilions by instqller.
I 3.02 PREPARATIONI
A. Profecfion: Provide dropes ond drop cloths necessory to protect wolls, floors, duclwork
I ond piping, eleclricol work, elc. during plostering operolions.I
3.03 INSTALLATION OF SUSPENDED FRAMING
I A. Generol: Construcl plosfered ceilings of melql lqth ond plosler on suspended system of
cold rolled chonnels in conformonce wiih Referenced Slondords.
I B. Hongers ond Runner Chonnels: Hong l-l /2" runner chonnels from slruclure obove with
- wire hongers sqddle-lied fo chonnels.l. Where wire hongers ore 36" o.c., spoce l-l /2" runner chonnels 48" o.c.
I 2. Where wire hongers ore 42" o.c., spoce l-l/2" runner chonn els 42' o.c.I 3. Where wire hongers ore 48" o.c., spoce | - l /2' runner chonnels 36 ' o.c.
I C. Cross Funing Chqnnels: Run 3/4" funing chonnels of righl ongles lo runner chonnels,
I spoce not over 12" o.c. ond soddle.tie to eoch runner chonnel with not less thon two
loops of No. l6 goge lie wire.
I
I oA o2ro 09220-3
D. Verticol Surfoces: Frome verlicol surfoces with 3/4'furring chonnels spoced not over 16"
o.c.
E. Froming Around Openings: Frome chonnels ond lolh on suspended soffils ond ceilings
ond ol funing io receive eleclric lights, etc. os indicoted or os necessory lo complele
work. Furnish ond insfoll in funing. plosler rings or occess ponels furnished under olher
seclions.
3.04 LATHING
A. Generol: Comply with Referenced Slondords.l. At Mefol Froming: Aftoch metol loth to funing chonnels with long dimension of
sheei ol righl ongles lo funing chonnels with No. lB goge wire lies spqced nol over
6" oporl.2. At Wood Froming: Noil poper bqcked metol lolh lo wood froming with long
dimension of sheef ot righf ongels to froming members.
B. Lolhing: Ploce fies where sides of sheets lops ol supports ond oi side lqps of sheets
between supporls. Lop metol lolh not less ihon l/2'ot sides of sheels ond I " ol ends of
sheels.
C. Inlerior Corners: Apply inlernol corner reinforcing.
D. Stucco on Sheofhing: Apply poper bocked self -funing sfucco mesh direcily fo sheoihing
for exterior stucco.
E. Sfucco on Concrete: Apply self-funing stucco mesh directly lo concreie for exlerior
sfucco.
3.05 INSTALLATION OF ACCESSORIES
A. Corner Beods: Instoll corner beods lighlly Wred to loth of exposed exterior corners.
B. Cosing Beods: lnsfoll where plostered surfoces finish ogoinsl concrete, mosonry or olher
exposed surfqces ond elsewhere os indicoled on drowings.
C. Confrol Joints: As indicoied or of intervols not to exceed l0 feel o.c. of slucco surfoces.
3.06 APPLICATION OF PLASTER AND STUCCO
A. Generol: Comply wilh Reference Stondords.
B. Applicolion: Apply in lhree cools.
C. First Coqt: Apply first coql of plosler with such force os lo secure good key.
D. Workmonship: Perform work true io line, stroighl ond plumb.
l. Finished Surfoces: Free from woves, dents, bumps ond other imperfecfions.2. Execule work fo ovoid ony inegulority occuning ol poinf or ploce where one
section is joined lo onolher.3. Arises ond Angles: True ond shqrp.
E. Finish Cool Apply fo molch occepted somple oreo.
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oA 0210 09220-4
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I F. Finished Surfoce: Plostering in which fine crocks, pits, check,, woves, slreoks, colfoces,
t blislers or olher defecls moy develop, will nol be occepted. Cul oul ond properly
reploce such oreos.
I 3.07 CURTNG
- A. Porllond Cemenl Plosler (Slucco): . Domp cure eoch cool. Cure scrotch cool for 48-hour
I period before brown cool is opplied. Cure brown coot for 48 hours, ollow to dry for fivet doys ihen opply finish cool.
I 3.OB PATCHING AND CLEANING
I A. Potching: Do necessory cutting, potching ond repoiring ond poiniing up of ploslering
r ofter olher work is in ploce.
r B. Cleoning: As ropidly os plosfering is completed in eoch spqce, cleon up rubbish, utensils
ond surplus moteriol, sweep floor ond leove in neot condiliorr for work of olhers.
I l. When generol ploslering is concluded, remove ploslering rubbish, equipmenl ondr surplus moferiols from premises.
2. Cleon surfoces splotlered with plosfer.
END OF SECTION
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sEcTtoN 09253
I
GYPSUM SHEATHING
-
I PARTI-GENERAL
I r.or SuMMARYI
A. Seclion lncludes:
I l. Gypsum sheolhing on exterior wolls where indicoled.
I B. Relofed Seciions:
I L Wood Froming: Seclion 06100 Rough Corpentry.
I 2. Inlerior Gypsum Boord: Section19263 Gypsum Boord Portitions ond Wolls.
1.O2 SUBMITTALS
I A. Product Doio: Submit in occordonce wilh Section 01330.
I PART2-PRODUCTS
I 2.01 GYPSUM SHEATHING
I A. Monufocturers:r l. Georgio-Pocific2. Accepfed Subslitule in occordonce with Section 01600
I B. Sheothing Ponels: 5/8'Thick Georgio-Pocific Dens-Gloss Gold Firestop, Type X Gypsum
sheothing. 4'wide x 8'length.
I C. Fosteners: USG Type "W" drywoll screws or equol.
I PART3-EXECUTTON
r 3.or EXAMINATIoN
I A. VerificolionofConditions: ComplywilhSection0l600:r t
il]:il$,:ondilions:
Exomine fromins to receive sheothins before besinnins
I 2. Notificoiion: Notify Generol Controclor of unsotisfoctory condilions in writing wifh
I copy to Architecl.
I B. Acceplonce: Beginning of work mecrns occeplonce of existing condilions by insloller.
I 3.O2 INSTALLATION
I A. Gypsum Sheothing: Apply gypsum sheolhing ponels of moximum procficol length Wlht long dimensions ol righl ongles io sluds.l. Secure wilh drywoll screws spoced l2" o.c. in the field of boord ond 8" o.c. olongI obulting edges.
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End Joints: Occur over zupporls with end joinfs stoggered.
Propedy support ponels oround cutouts ond openings.
Jolnt fnishing is not requFed
END OFSECTION
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sEcTtoN 09263
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GYPSUM BOARD PARTITIONS AND WALLS
I PARTI-GENERAL
I r.or suMMARYIA. Seclion lncludes:
I l. Gypsum boord for wood slud wolls ond poriiiions.
I 2. Sound insulolion ond seolonls.3. Accessories ond finishing.
I B. Producls Instolled Buf Nof Supplied Under This Section:! l. Access Doors ond Ponels: Section O83lO.
I C. Reloted Sections:I l. Blonket Insulolion: Seclion 07210 Building Insulolion.2. Gypsum Sheoihing: Section 09253.
I 3. Drywoll Ceilings: Seclion 09264 Gypsum Boord Ceilings ond Soffits.
I 4. Poiniing: Seclion 09900 Points ond Coolings.
I.O2 REFERENCES
Ir A. ReferenceStondords: SeeSeclion0l423. Complywithfollowing:l. GA 2l&96 - Specificolions for lhe Applicotion ond Finishing of Gypsum Boord.
I 2. GA2l4- Levels of Gypsum Boord Finish.
I 3. Fire Roted Consfruciion: GA-60G2000 - Gypsum Associolion Fire Resislonce Design
Monuol.
I r.03 SUBMTTTALS
r A. Submiltols for Review: Submit fhe following in occordonce wilh Seclion 01330 SubmittolI Procedures.I l. Producl Doto: Submil copies of monufoclurer's specificolions covering oll moferiqls
I 2. il'ff'tfT,'J'fl;;U'ffi;i:":ffiJ'X'gii??:ffi:c,'s opprovo,I
I.O4 QUALITY ASSURANCE
I A. Quolificolions: Steel sluds, runners ond occessories shqll be certified by monufoclurer of
gypsum boord os qcceplqble integrol components of ils gypsum boord syslem.
I B. Regulotory Requirements:r l. Fire Roled Assemblies:o. Where UL design numbers ore referenced on Drowings, ossemblies sholl
I comply with Underwrilers Loborotories Inc. Fire Resislqnce Directory, Volume 2,t lqlest edition. See Seclions 01423 ond 01600.b. Where GA design numbers ore referenced on Drowings, ossemblies sholl
I comply with GA-600 - Gypsum Associotion Fire Resislqnce Design Monuol.
I c. Gypsum Boord Portilions: Porlilions lisled ond lobeled for fire proleciive rolings
where indicoled.
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C. Single Source Responsibility: Obloin eoch type of gypsum boord ond reloted joinl
lreolmenl mqferiols from o single monufocturer.
I.O5 DELIVERY, STORAGE, AND HANDLING:
A. Deliver moteriols in originol pockoges, conloiners or bundles beoring brond nome ond
idenlificotion of monufoclurer or supplier.
B. Slore moleriols inside under cover ond keep them dry ond prolecled ogoinsl domoge
from weolher, direct sunlight, surfoce conlominolion, conosion, consfruclion troffic ond
ofher couses. Neofly slock gypsum boords flol lo prevent sogging.
C. Hondle gypsum boords lo prevent domoge fo edges, ends, qnd surfoces. Do nol bend
or otherwise domoge melol corner beods ond lrim.
I.06 PROJECTCONDITIONS
A. Environmenfol Requirements: Comply with ASTM CB40 ond Monufocfurer's
recommendolions. During gypsum ponel opplicolion ond finishing, mointoin
temperotures wilhin building wilhin ronge of 55 degrees lo 70 degrees F. Provide
odequole venliloiion lo corry off excess moislure.
B. Pre-Rocking: Gypsum drywoll inslollotion prior lo complele weother enclosure of ihe
building, if ony, sholl be done wilh weolher resisiont foceboords.
PART 2 - PRODUCTS
2.01 GYPSUM BOARD FOR DRYWALL PARTITIONS
A. AcceotobleMonufocturers:l. BPB Celofex.2. Georgio-Pocific (ToughRock)
3. Notionol Gypsum Co. (Gold Bond)
4. United Stqtes Gypsum (USG)
5. Acceoted subsfifute in qccordonce with Section 01d00.
Foceboords: ASTM C36.l. Types:
o. Fire Rqled: USG topered edge Firecode (Type X) or equol of olher occeptoble
monufocturer. UL lobel.
b. Non-Fire Roled: USG topered edge Regulor Gypsum Ponels or equol of other
occeploble monufoclurer.
c. Woler Resisl<-lnl ASTM C630. USG W/R topered edge Gypsum Ponels or equol
of olher occeptoble monufocfurer.
2. Size for Wolls: 5/8 inch by 48 inch wide by verticol length to qllow for verlicol
insfollqfion wilhoul cross joinls.
Finishing Moteriols: Gypsum boord monufoclurer's slondord products equivolenl lo the
following:l. Joint Tope: USG Sheefrock Joinf Tope.
2. Adhesive: USG Sheelrock Selting Type Durobond Joinl Compound.
3. Texture: USG Texlure.
4. Skim coqt finishes by US Gypsum or opproved equol.
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I D. Lominoting Adhesive: USG Sheelrock Setting Type Durobond or equivolent by olher
I occepfoble monufoclurer.
2.02 ACCESSORTES
I A. Monufoclurers:l. Beodex.
I 2. Dole Induslries.
I 3. Georgio Pocific.4. Nolionol Gypsum Compony.
I 5. Unifed Stoles Gypsum Compony (USG).
I 6. Unimost Incorporoted.7. Accepled subsiilute in occordonce wilh Section 01600.
I B. Fosteners: ASTM C1002.r l. Fostening to Wood: One-inch Type W drywoll screws.
I C. Cornerbeod ond Edge Trim for Inlerior Inslqlloiion: Provide corner beods. edge lrim ondI controljoinls lhot comply with ASTM C1047 ond requiremenls indicoled below:l. Moleriol: Formed melol. ploslic or melol combined wilh poper, with melol
I complying wiih the folloWng requirement:
I 2. Edge lrim shopes indicoted below by reference lo designolions of Fig. I in ASTM
3.to'J!o Sheetrock No. 103 Dur-A-Beod. t-t/4" xI-ll4", untess otherwise indicoted.
I 3. One-Piece Conlrol Joini: Formed with vee-shoped slot per Fig. I in ASTM C1047,I with slot opening covered wilh removoble strip.
I D. Sound lsolotion Moteriols:
t l. Sound Alienuotion Blonkets for Porlilions: Thermofiber FS-15 unfoced fire/sound
r 2. il:li'il5i:liiffi",r#T:s:i::l!:'iJlr" orherwise indicored
I 3. Ductwork Penelrotions Pocking: Low density fibergloss.
PART 3 - EXECUTION
r 3.or rNsuLATroN
I A. Sound Ailenuolion Blonkels: Ploce in poriifions lighf within spoces, oround cul openings,
I behind ond oround eleclricol ond mechonicol items wilhin porlitions ond tight lo ilems
possing through porlitions.
I l. Ductwork Penelrolions: Provide one-inch wide cleoronce oround duclwork ond
I pock wilh fibergloss reody for colking.
3,02 INSTALLATION OF GYPSUM DRYWALL
Tr A. Reference Slondord: Apply ond finish gypsum boord in occordonce wiih GA 216.
I B. Loyouf: Apply gypsum wollboord ponels verficollywith obulting ends ond edgesI occuning over studs. Horizonlql inslollotion is nol ollowed.l. Joints on Opposile Sides of Portilions: Sholl nol occur over some stud.
I 2. Two Loyer Construclion: Slogger joints between loyers.
I 3. Locole exposed end-butl joints os for from center of woils os possible, ond slogger
1ot less fhon 24 inches in olternote courses of boord.
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4. Instoll woll/poriilion boords in mqnner thql minimizes lhe number of end-butt joints or
ovoids lhem enlirely where possible.
5. Locole eilher edge or end joinls over supports, excepl in horizonfol opplicolions
where inlermediole supports or gypsum boord bock-blocking is provided behind
end joinls.
Fosleners: Apply boord io studs or funing wifh drywoll screws spoced l2 inches o.c. in
field of boord ond eight inches o.c. sloggered olong verlicql obutting edges.
l. Use Type W screws or noils for olloching lo wood sluds.
Insloll exposed gypsum boord with foce side oul. Do nol insioll imperfecf, domoged or
domp boords. Butl boords iogether for o light contoci ol e<Jges ond ends wiih not more
thon I /16-inch open spoce between boords. Do not force inlo ploce.
Position boords so thoi like edges obul, lopered edges ogoinsl lopered edges ond
mill-cut or field-cuf ends ogoinsl mill-cul or field-cul ends. Do nol ploce lopered edges
ogoinsl cul edges or ends. Sfogger verlicoljoinls over different sluds on opposile sides of
oorlitions.
Attoch gypsum boord lo sleel sfuds so lhoi leoding edge or end of eoch boord is
olloched lo open (unsupported) edge of slud e first.
Form conlrol joinls ond exponsion joinls ol locolions indicgted, with spoce between
edges of boords, prepored to receive lrim occessories.
Cover bofh foces of steel slud pqrtition froming wifh gypsum boord in conceoled spoces
(obove ceilings, eic.), excepl in chose wolls lhol ore broced infernolly.
lsolote perimeier of nonlood-beoring drywoll portitions of slruclurol obulments. Provide
| /4-inch to I /2-inch spoce ond lrim edge with "U" beod edge trim. Seol joinls with
ocousticql seqlonl.
Loyers: Insloll mulliple loyer drywoll os indicoted.
Woter Resislonl: Use ot foilef rooms. Kifchen. ond elsewhere qs indicoled.
Corner Beod: Apply os recommended by monufoclurer ol exposed out corners.
Trim: Apply os recommended by monufocturer, where gypsum boord obuts olher
moferiols, ond os indicoled.
Toleronces: Gypsum boord surfoce plone wilhin +/- l/8'in l0'.
Finishing: Apply joinl lreoimenl qt horizontol ond verticol joints, corner beod, trim,
penelrolions ond fosiener dimples os recommended by monufoclurer.
l. Slondords:q. Drywqll lo Receive Texlure: GA Level 3 finish.
2. Prefill open joints ond rounded or beveled edges, if ony, using setting-type joint
compound.3. Apply joint fope ot joinls between gypsum boords excepl ol trim occessories.
4. Drywoll: Apply joint compounds in 3 coots. Sond smooth between coqls ond offer
losi cooi.o. Embedding ond first coot Selling-type joint comF'|)und.
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b. Fill coot Sefting-type joinl compound.c. Finish cool: Reody-mix drying-type olFpurpose or topping compound.
Texfure: Apply lexlure fo molch opproved somple following opplicolion of prime cool
by poinling subconhoctor.
Acouslicol Seolonl: Apply ot perimeter ond ol oll penelrolions of gypsum boord in single
beod.l. Locolions: Applyof porlilionswilh sound ollenuolion blonkels.2. Cqulk ductwork peneirotions.
3. Coulk both sides of portilions edges wilh conlinuous beod.
END OF SECTION
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sEcTtoN 09254
I
GYPSUM BOARD CEILINGS
r PART I -GENERAL
I r.or suMMARYI
A. Seclion Includes:
I l. Gypsum Boord Ceilings on wood Froming.
t 2. Accessories ond Finishing.
I B. Producls inslolled but nol Furnished Under This Seclion.
I l. Access Doors ond Ponels: Seclion 08310.
C. Reloted Sections:
I L Drywoll Portitions: Seclion 09263 Gypsum Boord Portitions ond Wolls.r 2. Poinling: Section 09900 Points ond Cootings.
I I.O2 REFERENCESrA. Reference Siondords - See Section 0l 423. Comply wiih following:r l. ASTM C754 lnstollotion of Sleel Froming Members lo Receive Screw-Aftoched
r 2. Sfjif-!',S1?li1;ed Specificorions for rhe Appricofion ond Finishins of Gypsum
Boord.
I I.O3 SYSTEM DESCRIPTION
I A. Design Requiremenfs:
I l. Fire Rofing: All gypsum boord ceilings listed ond lobeled for one hour fire proleclive
'oling.
I r.04 SUBM|TTALS
A. Producf Dolo: Submii copies of monufocturer's specificolions covering oll moleriols lo
I be used wifh oll moteriols ond occessories ploinly identified. See Seclion 01330 SubmittolI Procedures.
I B. Somples: Submif 2 foof x 2 fool somple of lexlure for Archifect's opprovol.r I.O5 DELIVERY, STORAGE AND HANDLING
I A. Deliver oll mqferiol in originol, unopened conloiners ond slore in q cleon, dry oreo until
reody lo use.
t r.06 PRoJEcr coNDrTroNsI
A. Environmenfol Requiremenls: During gypsum ponel opplicoiion ond finishing, mointoin
I lemperolures wilhin building within ronge of 55 degrees to 70 degrees F. Provide
I odequote ventilotion lo corry off excess moisture.
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IB. Pre.Rocking: Any gypsum drywoll instollofion prior to complele weother enclosure of fhe
building sholl be done wilh woler-resistont foceboords.
PART 2. PRODUCTS
2.OI MANUFACTURERS
A. Drywoll, Mefol Suspension Syslem, ond Accessories:
l. USG Interiors, Inc.
2. Georgio-Pocific3. Nolionol Gypsum Co. (Gold Bond)
4. BPB Celotex
5. Accepfed subsfilule in occordqnce wifh Section 01600.
2.02 DRYWALL AND RELATED MATERIALS
A. Foceboords:
l. Size: 5/a'hick unless specificolly indicoted olherwise 48" wide x length to minimize
cross joinfs.
2. Type: USG Firecode topered edge gypsum ponels.
Fosteners: One-inch USG Type r W drywoll screws.
Accessories:
L Corner Beod: USG Sheelrock No. 103 Dur-A-Beod, 1-114"x1-1 /4"2. Melol Trim: USG Sheelrock No.2008.
3. Conlrol Joint USG Sheetrock Zinc Conlrol Joint No.093.
4. Adhesives:o. USG Durobond mulli-purpose odhesive.
b. USG Sheelrock Selling Type Durobond.
D. FinishingMoferiols:1. Joint Tope: USG Sheeirock Joinl Tope.
2. Adhesive: USG Sheetrock Setfing Type Durobond Joint Compound.
3. Texfure: USG fexlure.
PART 3 - EXECUTION
3.OI INSTALLATION OF GYPSUM DRYWALL
A. Apply gypsum boord of moximum procticol lenglh with long dimensions of right ongles
to froming ond fosten with drwvoll screws spoced l2" o.c. in ihe field of ihe boord ond 8"
o.c. olong obufting edges. All end joints sholl occur over froming wilh end joints
sloggered. Properly support gypsum boord oround cufouls ond openings.
B. Apply melol lrim qs recommended by lhe monufoclurer ond wherever gypsum drywoll
obuls olher moferiols.
C. Finishing: Apply joinf treolmenl of side ond end joints, lrim, penelrofions ond fostener
dimples os recommended by monufocturer.
L Prefill open joinfs ond rounded or beveled edges, if qny, using setiing-type joinl
compound.
2. Apply joint fope ot joinls between gypsum boords excepl ol lrim occessories.
B.
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I 3. Apply joinl compounds in 3 coots. Sond smooth befwer.:n coofs ond ofter lost cool.
I o. Embedding ond firsl coof: Seffing-lype joint compound.b. Fill coot Setfing-type joinl compound.
c. Finish cool: Reody-mix drying-type oll-purpose or lopping compound.
I D. Apply lexfure os direcled following opplicolion of primer. Applicotion of primer by
I Poinling subconhoclot.
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END OF SECTIONI
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09264-3
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sEcTtoN 09650I
RESILIENT FLOORING
PART I - GENERAL
I r.or suMMARYI
A. Section lncludes:
I l. Vinyl Composition Tile Flooring (VCT).
t 2. Vinyl Sheef Flooring.3. RubberBose.
t t.oz suBMmALs
r A. Somples: Submii in occordonce wilh Seclion 01330, o full sel of somples of the brond of
I floor lile, sheei vinyl, treqds ond bqse to be used. Somples sholl be complele ond up tor dote. Colors will not be selected until somples ore received. Af the opiion of the
Archiiecl, full size somples moy be required.
I I.O3 DELIVERY, STORAGE AND HANDLING
I A. Generol: Comply wiih Section Ol33O.
I B. Temperofure: Sfore moteriols in originol contoiners ot not less fhon 70" F for nol less fhon
24 hours immediotely before instollolion.
Ir Lo4 PRoJEcT coNDtTtoNs
I A. Environmenfol Requkemenls: Moinloin lemperolure in spoce lo receive lile between 70o
t F ond 90'F for nol less thon 24 hours before ond 4B houn ofter inslollolion. Following 48-
hour period moinloin minimum lemperolure of 55' F unlil completion of building.
I r.05 MATNTENANCE
r A. Extro Moteriols: Provide lhe Owner of the completion of the project the following items:
I | . Floor lile in lhe omount of 1% ol eoch color used.r 2. Sheef flooring pieces over 4 sq. ft.3. One gollon of eoch lype of odhesive used.
I PART 2- PRODUCTS
r 2.Ol FLOOR TILE
I A. AcceptobleMonufoclurers:
I L ArmstrongI 3: i3"',i,i ii:3lli::*-4. Approved Subslitufe
IB.Ti|e(VCT):12,x|2,xl/8'..SeeschedU|eonDrowings.
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2.O2 VINYL SHEET FLOORING
A. Vinyl Sheet Flooring: See Schedule on Drowings.
2.03 RUBBER BASE
A. AcceolqbleMonufoclurers:L Azrock Floor Producis2. Flexco Division of Texlile Rubber Co., Inc.
3. JohnsonRubberCompony4. R. C. Musson Rubber Compony5. Roppe Rubber Corporolion6. Burke Industries
7. VPI
8. Approved Substitute
B. Bose: I /8" thickness x 4" high unless olher sizes qre indicoled. Provide pre-formed
exlernol corners. Job-formed internol corners moy be used oi Confroclor's oplion. Use
slroight corpel bose ol oll corpel. Use lopsel cove bose ol r:ll olher locolions. Colors os
selected by Archilect.
C. Vinyl Edging: Furnish ol exposed edges of resilieni floor tile, vinyl edging l" wide, l/8"
lhick. Colors os selected by Architect.
2.04 ADHESIVE
A. Adhesive: As recommended by lhe monufocfurer of lhe moteriol being instolled.
Adhesive for vinyl edging ond bose sholl be o type not offecled by heol.
PART 3 - EXECUTION
3.OI EXAMINATION
A. Verificotion of Condilions: Exomine substrofe for excessive moisiure content ond
unevenness'lhol would prevenl execulion ond quolity of resilienf flooring os specified.
Report unsolisfoclory condilions lo lhe Generol Conlroclor with copy lo Archifect.
B. Acceplonce: Do nol proceed with instollolion of resilienf flooring until defecls hove
been conecfed excepl where coneclion is indicofed under Preporotion. Beginning of
insfollolion meons occeptonce of exisfing subslrole.
3.02 PREPARATION
A. Leveling: Level mojor uneven concrete floor joinls or other inegulorilies by bush
hommering or grinding ond filling wilh loiex type underloyment. Leveled oreos sholl be
sonded lo provide o surfoce level + I /4" in I 0'. Leveled qreos shqll be inspecled by lhe
Architect before flooring work moy proceed.
B. Cleoning, Potching ond Priming: Thoroughly cleon concrete floors before opplying floor
coverings. Remove rough spols ond ony foreign motter lhot might be evident through
lhe floor covering. Potch minor rough oreos, voids ond defects with compotible leveling
compound. Prime concrele floors os recommended by fhe monufoclurer of the flooring.
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I 3.03 APPLICATION OF ADHESIVES
I A. Generol: Mix ond opply odhesives in occordonce wilh monufoclurer's instruclion.
I Provide sofety precoutions during mixing ond opplicolions os recommended by
I odhesive monufoclurer. Cover only thol omount of oreo thol con be covered by
flooring moleriol within the recommended working time of lhe qdhesive.
I B. Applicotion: Apply odhesive uniformly over surfqces with notched frowel or olherI suiloble lool. Cleon lrowel ond rework notches os necessory lo insure proper opplicotion
of qdhesive.
I C. Cleoning: Remove ony odhesive thot dries or films over. Do nol soil wolls, boses, or
odjocenl oreos wifh odhesives. Promplly remove spilloge.
I 3.04 INSTALLATIONr
A. file Flooring:
I l. Generol: Instoll in occordonce wifh lhe recommendolions ond specificolions of iher lile monufoclurer. Moke joints stroight, tight, ond flush. Tightly cemenl lo floor.2. Loyoul: Work oul polterns for eoch floor oreo ond cuts r)goinsl wolls so culs on
opposile sides of the oreo ore of some width. In order io eliminole smoll culs
ogoinsf wolls, loyoul eoch oreo lo delermine whelher poltern should stqrt wifh o
joint or cenier of o tile on the cenlerline of ihe oreo eoch direclion. Where tile with
o direclionol polfern is used, confer wilh Archilecf for direction of potfern.
3. Loyouf: Work ouf polterns for eoch floor qreo qnd culs ogoinst wolls so culs on
opposile sides of the qreq ore of some width. In order lo eliminole smoll culs
ogoinsl wolls, loy ouf eoch oreo 1o delermine whether potfern should slorf wilh o
joinf or cenler of o lile on lhe cenlerline of lhe floor.
B. Bose: Tightly cement bose to woll wilh butt joints I 116" ot less in widf h. Insfoll bose in loe
spoce ol cobinels. Insloll bose in corpefed oreos, ofler corpet hos been inslolled.
C. Vinyl Sheef Flooring: Insloll occording to monufocturer's recommeridolions using
r chemicolly welded seqms.
r 3.05 CLEANTNG
I A. Cleoning: Upon compleiion, remove loose, crocked, chipped, stoined or olherwiseI defeclive lile, or bqse ond reploce in o soiisfoctory monner. Cleon surfoces using only
cleoners opproved by the monufocturer. Remove mostic cement from odjoining work
I with porticulor core to not dqmoge such work.
I B. Buffing: Dry mop ond buff flooring.
I 3.06 PROTECTTON
A. Prolection: Proiecl finished work from domoge by subsequerrl construction operotions.
I Where possible, lock rooms following instollolion ond cleoning.r
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END OF SECTION
0965G3
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sEcTloN 09680r
CARPET
PART I - GENERAL
I r.or SuMMARYI
A. Seciion lncludes:
I l. Direct Glue Down Corpet in conidors ond public oreos.I 2. Accessories
I t.o2 SUBMITTALS
I A. Seoming Diogrom: Before sforting insfqllolion, submit o loyoul indicoling oll seoms in
I occordonce wilh Seclion 0133O.
I B. Inslollolion Inslruclions: Before beginning inslollolion, submil monufoclurer's wrilten
recommended instollolion procedures for porticulor corpei ond inslollotion condilions.
I C. Moinlenonce lnslruclions: Provide lhe Owner. through the Archiiecl, 3 copies of o
complete monuol of lhe monufocfurer's mointenonce recommendotions for eoch type
I of corpel provided.
- r.o3 euALrTY AssuRANcE
I A. Confroclor Quolificotions: Corpel instoller musl hove o mininrum of five yeors
- experience on instollofions of similor size ond complexity The inslollotion crew musl be
fully quolified io insfoll the type of corpef fo be furnished.
I I.O4 DELIVERY, STORAGE AND HANDLING
;; A. Generol: ComplywifhSection0l600. Storeundercoverinwell venlilotedspocesos
I soon os delivered. Protect from domoge, dirl, stoins ond moisfure. Proleci odhesives
from freezing.
I r.o5 PRoJECT coNDrTroNsI
A. Existing Condilions: Corefully check dimensions ond oiher condilions ond be responsible
I for proper filling of corpel in oreos designoled. Do nol begin insfollotion unlil ceilings
t ond finish work ore completed.
I I.06 MAINTENANCE
I A. ExlroMoieriols: ProvideOwnerwifh 5%exlro of grossoreoof eochcorpeltypeond
^^r^r for moinlenonce purposes.
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'vv l/v'n.vJvJ'
r pART2-pRoDUcTs
I 2.o1 MATERTALSIA. Corpef: See Schedule on Drowings.
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B. Adhesive: Type recommended by corpel mqnufoclurerto suit opplicolion ond
expecfed service.
C. Edging:l. ApprovedMonufocturers:
o. Mercer Plostics Co., lnc.
b. Johnson Rubber Co. (Johnsonile)
c. Roppe RubberCorp.
d. Approved Subslitute
2.
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4.Colors: Selected by Archilecl.
Exposed Corpet Edge: Mercer lmperiol sized for corpet lhickness.
Corpef/Vinyl Tile Tronsilion: Mercer file ond corpel joiner.
PART 3 - EXECUTION
3.OI PREPARATION
A. Cleon floors of dusi, dirt solvenfs, oil, greose, point ond olher subslonces lhot would be
detrimenlol fo lhe proper performonce of odhesive ond corpet. Allow floors lo dry
lhoroughly.
B. Ensure floors ore level wifh moximum surfoce voriolion of I /4 inch in l0 feei,
noncumulolive.
C. Ensure concrele floors ore free from scoling ond inegulorilies ond exhibit neufrolity
relolive fo ocidity ond olkolinity.
D. Use opproved cemenfifious filler lo pofch crocks, smoll holes ond for leveling.
3.02 CARPffINSTALLATION
A. Vocuum cleon substrofe. Spreod odhesive in quonfity recommended by mcnufoclurer
to ensure proper odhesion over full oreo of inslollolion. Apply only enough odhesive lo
permit proper odhesion of corpel before initiol set.
B. Loy corpef on floors Wlh the run of lhe pile in some direction of qnticipqted troffic.
C. Do not chonge run of pile in ony one room or from one room lo next where conlinuous
through o woll opening.
D. Cuf ond fil corpet neolly oround projections through floor ond lo wolls ond other verticol
surfoces.
E. Fit corpet snugly lo wolls or olher verticol surfoces leoving no gops.
F. Do nol ploce heovy objecls such os furnilure on corpeled surfoces for minimum of 24
hours or unlil odhesive is sel.
G. Enlire corpef insfollotion is io be loid tight ond flof lo subfloor well fostened ol edges ond
is lo present o uniform pleosing oppeoronce. Ensure monolilhic color, poltern ond
lexture molch wilhin ony one oreo.
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I connol be ovoided, butf ends fight ond flush.
I 3.03 CLEANING AND PRoTEcTIoN
r A. Toke odequole cqre lo protecl oll odjocenl work from domoge or moring os o result of
lhe work of this section.II B. Cleon the corpef of oll spots with o spol remover os recommended by the
monufocfurer.
I C. Cut oll loose lhreods wifh o shorp scissors.
I D. Corefully ond lhoroughly vocuum cleon fhe enlire floor surfoce wilh on upright beoler
I bor type vocuum cleoner.
E. Remove oll debris resulfing from lhe work of lhis seclion from lhe site.
I F. In oddilion lo extro moleriols in Article 1.06, leove oll usoble pieces of corpel not
necessory lo complete the work on the job siie ond ploce in on orderly monner in qn
I oreo designofed by the Owner.
t G. Cover wilh non-sloining poper or polyethylene. Leove cover in ploce uniil finol
I inspeclion.
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sEcTloN 09681
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CARPET WIH PAD
PART I - GENERAL
I r.or suMMARYI
A. Seclion lncludes
I l. Floor Corpefing ond Pod in living unils.
I I.O3 QUALITY ASSURANCE
I A. Conlroclor Quolificolions: Corpel insloller must hove o minimum of five yeors
experience on inslollolions of similor size ond complexity The instollolion crew musl be
r fully quolified lo instoll the type of corpei lo be furnished.
I- I.O4 SUBMITTALS
I A. Somples: Submit full ronge of 12" x 12" minimum size somples of eoch corpef type for
I Architect's selecfion.
I B. Seoming Diogrom:'Before storling instollqlion, submif o loyoul indicoting oll seoms in
I occordonce wilh Section 01330.
r C. Instollotion Insfruclions: Before beginning insfollolion, submil monufoclurer's wrilten
I recommended inslollolion procedures for porliculor corpel ond pod ond inslollotionr condilions.
I 1.05 DEuvERy, SToRAGE AND HANDLTNG
I A. Generol: ComplywifhSeclion0l600. Storeundercoverinwell venliloledspocesos
I soon os delivered. Prolecl from domoge, dirt, sfoins ond moisture. Prolecf odhesives
I from freezing.
r 1.06 PROJECT CONDTTTONS
r A. Existing Condifions: Corefully check dimensions ond olher condiiions ond be responsible
for proper fitling of corpef ond pod in oreos designoted.
I 1.07 WARRANTY
I A. Provide wriflen one yeor wononty for moteriql ond instollqlion in occordonce wifh
t Seclion 01780. Upon demond, conecl ony condilion due to fqulty moleriol or instollotion
during fhe wononty period.
t PART2-PRoDUcTs
2.O1 MATERIALS
I A. Pod: 3/8" Rebond.
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Corpel: See Schedule on Drowings.
Tockless Strip: Kintrim stondord tockless slrip or equol.
Edging:
l. ApprovedMonufoclurers:o. Mercer Ploslics Compony Inc.b. Johnson Rubber Compony (Johnsonife).
c. Roppe Rubber Corporotion.d. ApprovedSubstitute.2. Exposed Corpei Edge: Mercer lmperiol sized for corpel ond pod fhickness.
3. Corpet/Resilienl Tile Tronsition: Mercer lile ond Cqrpel Joiner.4. Colors: Selected by Architecl.
PART 3 - E(ECUTION
3.OI INSPECTION
A. Inspeclion: Exomine subsfrole for excessive moisiure conlenl ond unevenness fhoi
would prevenl execution ond quolity of corpeling os specified. Report unsotisfoctory
conditions to lhe Generol Confroclor with copy io Archifecl.
B. Acceplonce: Do nol proceed wilh instollotion of corpeting ond pod unlil defecls hove
been conecled excepl where correction is indicoted under Preporotion; Beginning of
inslolloiion meons occeptonce of exisling subslrole.
3.02 PREPARATION
A. Leveling: Leveling of mojor uneven concrele floor joinls or olher inegulorities by bush
hommering or grinding ond filling with lofex type undedoymenl sholl be occomplished
under Seclion 03300. Leveled oreos sholl be sonded lo proviJe o surfoce level +l/4" in
l0 feel. Leveled oreos sholl be inspecled by lhe Archilect before corpeling work moy
Droceed.
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B.Cleoning ond Potching: Thoroughly cleon concrete floors before qpplying corpeling.
Remove rough spois ond ony foreign moller fhol might be evident lhrough the
corpeting. Repoir minor rough oreos, voids ond defecls with compolible leveling
compound.
INSTALLATION
Loyout: Loy ouf sheel goods so lhol wherever possible seoms ore eliminoted or held lo o
minimum in high lroffic oreos.
Generol: Instoll corpel ond pod in occordonce wifh monufoclurer's recommendof ions.
Unsolisfoclory inslollolion resulling from work performed which is not in occordonce wilh
ihe monufoclurer's recommendofions sholl be lhe responsibility of the corpel insloller
ond moy resull in lhe removol ond re-loying of corpel ond pod ol fhe expense ol lhe
insloller. Porticulor oflention should be poid lo recommendolions for opplicolion of floor
pod, corpel ond seoming.
Seoms: Bull corpel moleriol lightly togelher for seoms without gops.
3.03
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I D. Edging: Insloll corpet edging ot oll exposed corpel edges. Locole under doors where
I corpel sfops in door openings.
I 3.04 CLEANTNG
I A. Affer inslollotion is complete, cleon up dirf ond debris ond cleon corpel of spots with
cleoning ogenls recommended by the monufoclurer. Remove loose threods with shorpI scissors then cleon wilh vocuum clboner.
I B. Remove rubbish, vwopping poper, selvoges, elc. from ihe job site.
I 3.05 COMPLETTON SERVTCES
r A. Moinlenonce Monuol: Submil in occordonce with Seclion 01780. Include monufocture/s
t recommended moinfenonce progrom for fhis proiecl.
3.06 EfiRA STOCK
I A. Mointenonce Moteriols: Provide Owner with qll usoble corpet scrop over four feet
squore.
I END oF sEcTroN
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sEcTtoN 09900I
PAINTS AND COATINGS
PART I - GENERAL
I r.or suMMARYI
A. Seclion Includes:
I l. Point or sloin oll exlerior surfoces not specificolly excluded.l| 2. Poinl finish oll inferior surfoces nol specificolly excluded.
I B. Exclusions: In oddition to moleriol obviously nol requiring point such os gloss, floor, tile,
t elc. do not point or finish:l. Surfoces indicoled by lhe finish schedule to remoin unfinished.
- 2. Foclory finished surfoces unless ofherwise specified.
r c. Relofed Seclions:l. Project Sign: Section 01500 Temporory Focilities ond Controls.
I 2. Povemenl Morkings: Secfion 02765.I 3. Pipingldentificofion: Division 15Mechonicol.
I 1.O2 SUBMITTALS
I A. Color Schedule: The Architecf will provide o color schedule lisling poinl colors selecled.
I Color selecfions will be mode by lhe Architect from color systems of recognized poinl
I compony. lf moleriols of other monufoclurers ore used, colors musl molch fhoser selected.
I B. Poinl ond Sloin Somples: lf requesled by Archilect, prepore ond submil poinl ond stoin
I somples. Remoke somples unfil occepted.
I C. Moteriol List lmmediolely offer oword of the conlrocl submii o letfer listing the
I monufoclure ond producl nome of eoch differenl moleriol for use on lhe projecl.
Moleriols list sholl be occepted by the Archilect before ordering moferiols.
I D. Subslilulions: See Seclion 01600. Requesls for subslifulions must be on componyr letferheod ond signed by on oulhorized represenlolive of the monufociurer. Letlers from
soles represenlotives or retoilers will nol be occepfoble.
I I.O3 DELIVERY, STORAGE AND HANDLING
t A. Generol: Comply with Section 01600.
rr B. Delivery: Deliver moleriols requked for pointing in unbroken pockoges beoring the brond
r ond nome of monufoclurer. Order moteriols sufficiently in qdvonce to be on the job
I when needed ond deliver ot the building in sutficienl quonliiies so lhe work will nol ber debyed. No cloim by fhe Conlroctor concerning unsuitobility of orty moteriol specified
or his inobility lo produce firsl-closs work wifh lhe some, will be enfertoined unless such
I cloim is mqde, in wriling. wifh the moferiol list submillol.I
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C. Sloroge ond Mixing: Poinfer will be ossigned o room or spoce in which to mix or store
moteriol. Provide golvonized mixing pons for this point room or spoce in which points
shqll be mixed. No mixing of poinl sholl be done excepl in fhese pons. Empty contoiners
beoring lhe nome or brond of ony monufocturer sholl not be broughl upon lhe premises
for mixing of poinl unless lobels ore conceled ond confoiners ore closely morked os lo
confenls.
D. Inspecfion: The poinl storoge oreo sholl be open for periodic inspeclion by ihe Archileci
fo insure only opproved moleriols ore being used.
I,04 PROJECTCONDITIONS
A. Existing Condilions: Spoces musl be cleon before finishing is storied. Do not finish rooms
or spoces where rubbish hos occumuloled or while rubbish is being removed. Finishing
will not be ollowed in dusty rooms. Do nol remove rubbish while finish is fresh. Surfoces lo
which finish is to be opplied sholl be dry ond cleon.
B. Environmentol Requiremenfs: Do not finish oulside surfoces in extreme cold, frosty, foggy,
or domp weolher. In winler weofher, finish only when lhe lerrperolure is 50'F or over
ond surfoces ore obsolulely dry. Exterior pointing sholl noi be qllowed while dust is
blowing.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Accepfoble Monufoclurers: The besl quolity moferiols os monufoctured by ony of lhe
following monufoclurers will be occeptoble: (Point Only):
l. For Brush, Roller or Sproy Work:
Benjomin Moore
Diomond Vogel
Fuller O'Brien
lCl Dulux
Kelly Moore
Kwql Poinf
S. Pitlsburghh. Sherwin-Willioms
i. Approvedsubslitute.
2. Exferior Sloin:
o. Okon
b. Cqbofc. Olympicd. Approved substitule
B. Quolity: All products not specified by nome sholl be "besl grode" or "firsl line" products or
occeploble monufoclurers. See Port 3 Execution for moleriols required for ihis Projecl.
Where possible, moleriols sholl be of o single monufocturer.
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3.0r
PART 3 - E(ECUTION
B.
3,02
A.
EXAMINATION
Verificolion of Conditions: Exomine surfoces scheduled lo receive poinl ond finishes for
condiiions lhot will odversely offecl execulion, permonence or quolity of work ond which
connol be pul inlo on occeploble condition lhrough preporolory work os included
under Preporolion. Report unsofisfoclory condilions lo ihe Generol Confrocfor in wrilir]g
with copy lo lhe Archilecl.
Acceplonce: Beginning of opplicolion meons occeptonce of exisling surfoces.
PREPARATION
Generol:l. Sond finishes on wood ond mefol surfoces between cools to ossure smoothness ond
odhesion of subsequent cools. Use extro fine sondpoper to ovoid cutling the edges
when sonding. Apply putty or spockling compound ofler surfoces ore primed ond
primer is dry. Bring moleriol flush with odjoining surfqces.2. Surfoces sholl be perfeclly dry, cleon ond smoofh before storling work. Fill crocks,
holes or checks full ond moke smoofh before finish is opplied to surfoces. Fill ony
crocks, elc., which occur ofler wolls ore sized.
Interior Wood Surfoces io be poinled: Remove sop on surfoce by solvent wiping. Touch-
up resinous oreos qnd knols wilh on opproved seoler. Fill voids with o high quolity, leod-
free Poste Wood filler ofler primer is dry.
Fenous Melol: Remove foreign moteriol from unprimed melol with wire brush ond dust
cleon.
Shop Primed Melols: Touch-up shop primed melols wilh o primer similor lo lhe exisling.
Sond shop primer on hollow melol work immediolely before poinfing lo remove greose
ond dirt film from surfoces.
Zinc Cooied Meiol (Golvonized Surfoces): Solvenl cleon Wih minerol spirils or olher
occeploble solvent in occordqnce with SSPC-SPl lo remove qll residue oil, greose or
other conlominqlion. Prime os specified.
lnterior Wood lo be Cleor Finished: Sond os required. Fill voids ond noil holes ofler firsl
coof is dry using o filler compolible wilh the finish syslem ond molching color.
Proleclion: Furnish ond loy drop clolhs or mosk off oreos where finishing is being done lo
prolecl floors ond other work from domoge during the execuiion of work. Where il
becomes necessory to remove temporory coverings ploced by olhers, reploce some in
proper monner.
Remove oily rogs ond wosle from lhe building every nighl. Do nol qllow lo occumulole.
Domoge fo Work of Olhers: Be responsible for ony domoge done lo lhe work of olher
lrodes, repoiring some to lhe sotisfoction of lhe Archiiecl. Reploce ony moieriols
domoged fo such on exlenl lhof they connof be reslored to their originol condilion.
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3.03 WORKMANSHIP
A. Existing Surfqces: lf fhe surfoces ore nol in proper shope for poinling, repoir, rebuild or
refinish before proceeding with ihe work. Be responsible for ony poor work coused by
improper surfoces. The opplicolion of the firsl cool does nol relieve fhe responsibilify for
the bose. Do nol opply ony cools on eifher domp or wel surfoces ond in no cose unlil
lhe preceding coof is dry ond hord.
B. Applicofion: Spreod moteriqls evenly wilhout runs or sogging of moteriqls ond thoroughly
brush out. Sond work between coots.
C. Wood Doors: Finish the upper ond lower edges of wood doors lhe some os the foce. Do
this work ofter doors hove been fitted ond ore reody for finol honging.
D. Colors: Finish cooi sholl be color os selecied by Architect. Tinl primers to motch finish
cool.
E. Roller Applicolion: Where poinl or enomel is rolled on, use o fine nop roller so o neorly
flof or oronge peel lexture is obloined.
3.04 COATING SYSTEM - INTERIOR
Minimum of the Following:
A. Woodwork ond Wood Doors - Poinled:
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Second Cool
Third Cool
First Cool
Second Cool
Third Coot
Firsl Coof
Second Coot
Third Coot
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Suitoble Primer
Enomel Undercool
Semi-Gloss Enomel
Suiloble Primer or Foclory-Prime Cool
Enomel Undercool
Semi-Gloss Enomel
Foctory-Prime Coot (Sonded)
Enqmel Undercoof
Semi-Gloss Enomel
Block Filler
Lqfex Enomel. Semi-Gloss
Lotex Enomel. Semi-Gloss
Suiloble Primer
Lqfex, Flqt
Lolex, Flof
0990G4
B. Fenous, Zinc Cooled or Foclory-Primed Melols - Poinled:
C. Hollow Melol Fromes ond Dobrs - Poinled:
First Cool
Second Cool
Third Coof
D. Block - Pointed:
Firsf Coot
Second Cooi
Third Coot
E. Drywoll - Poinfed: Kitchen ond Bqlhrooms:
First Cool Suiloble Primer
Second Cooi Lolex Enomel. Semi-Gloss
Third Coqi Lqtex Enomel. Semi-Gloss
F. Drywoll - Poinled Flol: All olher:
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I G. Concrefe - Pointed:
I First Coof Suiiqble Primer
Second Coof Lolex Enomel, Semi-Gloss
t Third Coot Lofex Enomel, Semi-Gloss
I 3.05 coATrNG sysTEM - EfiERroR
t Minimum of lhe Following:
I A. Metol Doors, Fromes ond Fenous Melols - Poinled:
I Firsf Coof Foclory Prime Coot or Suitoble primer
I Second Cool Alkyd Semi-Gloss Enomel, Exterior
Third Coot Alkyd Semi-Gloss Enomel, Exierior
I B. Zinc Cooled Metol (Golvonized) - Pointed;I First Coot AlFsurfoce Acrylic Loiex Primer
Second Coot Acrylic Lotex Semi-Gloss Enomel, Exterior
I Third Coot Acrylic Lotex Semi-Gloss Enomel, Exlerior
I C. Slucco Soffifs - Pointed:
I First Cool Suiioble Primer
I Second Coot Lotex Flot House Pqinlr Third Coqt Lotex Floi House point
I D. Sfucco Wolls - Poinled:r Firsf Coof Flood coql of Okon WJ Woterproof Seoler
Second Cool Exlerior Acrylic Lolex Mixed wiih Okon Poini Boosler
I Third Cool Exterior Acrylic Lolex Mixed wilh Okon Poinf Boosfer
I E. Block - Poinled:
I Firsl Coot Flood cool of Okon W-2 Wolerproof Seoler
I Second Coof Exterior Acrylic Lolex Mixed wilh Okon Poinl Booster
Third Coof Exlerior Acrylic Lolex Mixed with Okon Point Boosler
I F. Wood Trim Shutters ond Heovy Timber - Stoinedr First Cool Okon Weolherpro Sloin/Preservolive
Second Coot Okon Weotherpro Slqin/preservqlive
I 3.06 MTSCELLANEOUS REQUTREMENTS
I A. Mechonicol Piping ond Ductwork: Wherever insuloied pipe or ductwork occurs in rooms
I where wolls ore finished, cover convos jocket wilh one cool seqler qnd two coots flot
woll poinl. Wherever uninsuloted piping or ductwork occurs in rooms where wolls ore
r finished or elsewhere os colled for, finish pipes qs colled for under fenous zinc cooled, orI foclory primed melols. See Division l5 for idenlificotion morkings.I
B. Grilles, Regislers ond Louvers: Prime cooted grilles, registers ond louvers, except those
I buill permonently info mosonry, will be delivered lo this confroclor by fhe porty furnishing
I some. They sholl be sproy poinled in colors os direcled lhoroughly covering oll surfoces
visible ofter inslollqlion ond relurned lo the supplier for instollotion. Afler inslollolion, do
I such louch up of screws ond scuffed spols or repoinling os required lo ochieve o uniform
I point job.
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C. Boiler Stocks: Pqinf sleel stocks with heof resislonce slock poinl; Sherwin-Willioms SW
Stock Point wiih ospholfic bose or equol.
D. Objects on Roof: Poinf oll metol objecls on the roof including, bul nol limifed lo, rooftop
mechonicol unils, floshings, roof droins, vents, exhoust fons, oir inioke hoods, roof
hotches, elc. os specified under fenous, zinc cooled melols.
E. Prime Cooled Hordwore: Poinf oll door closers, removoble mullions ond prime cooled
hqrdwore qs specified under fenous, lnc cooled or foclory primed melol - poinled.
F. Elecfricol Wiremold: Poinf fo motch woll on which inslolled.
3.07 CLEAN UP
A. Finql Cleqn-Up: At lhe complefion of work. remove oll surplus moteriols, sfoging, rubbish;
cleon off oll poinl, vornish, stqins from floors, gloss, wolls, hordwore; ond leove lhe
premises in cleon condiiion.
3.08 DCRA STOCK
A. &lro Poinl Al the complelion of pointing, deliver lo fhe Owner one full gollon of eoch
poinf color ond type used olong with lhe color number or formulo for eoch type.
END OF SECTION
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r |DENT|F|CAT|ON DEVTCES
I PARTr-GENERAL
T I.OI SUMMARY
I A. Section lncludes:- l. Inlerior door signs os required by code.
I B. Reioieci Sections:r l. Exlerior Post-Mounled Signs: Seclion 02891 Posf-Mounted Signs.
2. Lighted Exit Signs: Division 16 Eleclricol.
r 1.o2 SUBM|TTALS
I A. ShopDrowingsondProduclsDoto: SubmitinoccordoncewilhSeclion01330. Include
t inslollolion inslruciions. Signoge controclor lo prepore o sign locofion plon ond
specificolion pockoge for review ond opprovol by Architect.
I B. Somples: Submit in occordonce with Section 01330.r l. Color Chort: Submil color somples for selection by Architecl.
I C. Templole:
t l. Prepore o full-size femplote on krofl poper for orchlleclurol melol lellers ond
numbers.
11 2. Apply templofe lo building in o locolion opproved by Owner ond Archilecl.
I I.O3 QUALITY ASSURANCE
I A. Regulotory Requiremenls:r l. Provisions for Users wilh Disobililies: Comply wifh oll opplicoble provisions of ADAAG
guidelines. All room numbers, resfroom ideniificolion, ond other permonenl
identifying devices sholl hove toctile type qnd syrnbols inlegro! wilh signoge.
T B. Single Source Responsibilily: For eoch seporole lype of sign required, obloin signs from
I one source from single monufocturer.
I.O4 DELIVERY, STORAGE AND HANDLING
I A. Hondling: In occordonce wilh sign monufocturer's inslruclions.I
B. Pockoge lo prevenl domoge or deferiorotion during shipmenf, hondling. sloroge ond
I instollotion.
I C. Moinloin protective coverings in ploce ond in good repoir unlil removol is necessory.
I D. Sforoge: Slore products in dry condifion inside enclosed focilities.
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I.O5 SCHEDULING
A. Deliver signs when mounling surfoces ore reody for insiqllqlion work lo proceed.
PART 2 - PRODUCTS
2.OI INTERIOR ETCHED SIGNS
A. AcceplobleMonufoclurers:
l. ASI Sign Syslems.
2. Accepled substitute in occordonce wifh Section 0160O.
B. Types:
l. Mechonicol Room ldenlificolion: Surfoce mounled on woll odjocenf to doors of
eoch mechonicol room opening to o public spqces.
2. Public Resfroom ldentificolion: Surfoce mounf on woll odjocent to doon ol eoch
public loilet indicoting "Men" or "Women". Broille ond Universol Pictoriol Symbols in
conformonce to ADAAG guidelines.
C. Descriplion:
l. Type: Engroved broille, rouled copy.
2. Moleriol: l/16 inch ullro molle engroving slock, cleqr core.
l. Type: ASI SignElch l, etched melol loclile grophics.
2. Moleriol: 0.064 inch lnc or mognesium, one piece.
3. Color: As selected by Architect.
4. Leftering Style: Optimo, upper ond lower cose fonts. Ceniered. Provide normol
spocing between lellers. Voriolion of letterforms is nol occeptoble'
5. Leller Size: One inch or besl fit.
6. Sizes:
o. Room ldentificolion: 6 inch by l2 inch.
7. Grophics:o. Toilel Rooms: Universol svmbol with broille. Hondicop occessible symbol.
8. Mouniing: Permonent odhesive.
PART 3 - E(ECUTION'
3.OI INSTALLATION OF INTERIOR SIGNS
A. Locolions: Mounl permonent signoge on wolls in occordonce wilh ADAAG guidelines.
B. Mounl ot locolions os indicoled or os direcled by lhe Architecl ond in complionce with
oll opplicoble codes. Attqch by meons of conceoled thefl-resistonl odhesive mounfs.
Aitoch in occordonce wilh monufoclurer's recommendofions, using only lhe mounling
moteriols ond mefhods recommended by the monufocturer for ihe surfoce upon which
fhe ifems ore lo be mounled..
C. Signs: Instoll slroight level ond plumb occording fo detoils. After instollotion, remove
prolective coverings, morks ond fingerprinls ond leove signs ond odjocenl surfoces
D. Cooperole wilh olher lrodes for insfollofion of sign unils lo finish surfoces. Repoir ond
reploce domoged uniis qs direcied by lhe Architecl.
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oA 0210 1040G.2
E. Proleclion: Profecf unils from domoge unfil finol occeplonce by Owner.
END OF SECTION
oA 0210 r040G3
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sEcTroN 10520t
FIRE PROTECTION SPECIALTIES
PART I - GENERAL
I r.or suMMARYI
A. Seclion lncludes:
I l. Fire Extinguisher Cobinels
I 2. Fire Extinguishers
I B. Reloled Seclions:
I L Mosonry Openings: Seclion 04Sl0 Unit Mosonry Assemblies.2. Wood Blocking: Seclion 06100 Rough Corpenlry.1 Drywoll Openings: Seclion 09263 Gypsum Boord Portitions ond Wolls.II I.O2 SUBMITTALS
I A. Producf Dofo: SubmitinoccordoncewilhSection01330Submittols. lndicoletypesond
I locotions.
I PART2-PRoDUcTs
r 2.or F|RE EXTTNGUT5HERS AND CABTNEI5
I A. Acceptobte Monufoclurers:
- l. Lorsens' Monufocfuring Compony2. J.L. Induslries3. Nonis lndustries4. Seco Monufocturing, Inc.5. Slondord Fire Hose Compony
I 6. Elkhort Bross Monufocfuring Compony
I 7 Generol Fire Exiinguisher Corporolion8. Alenco9. Pofler-Roemer
I 10. Accepted Substiiule
B. Cobinets: LorsenModel 24D-6Rduoponel doorwifhsemkecessed lSgogesleel box.
I Key lock wifh breokowoy ploslic foce lo open door. Provide fire roled cobinefs where
t locoted in fire roled portitions.
I C. Extinguishen: l0#mulli-purposeA-B-Ctypewithpressuregoge. Fumishwoll brockelfor
I woll-hung exfinguishers.
PART 3 - EXECUTION
r 3.or tNsTALLATtoN
I A. Cobineis: Instoll cobinels occording lo monufocturer's inslructions. Provide necessoryI wood blocking.
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b<finguishen: Instoil in coHnels or orr wo[ brockels ond leove fully chorged.
END OFSECTION
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oA02ro 1052G.2
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! PARTI.GENERAL
I r.or suMMARYr
A. Seclion Includes:
I L il:ii::#'J:Joi'Room
3. Porcel lockers.
I 1.oz suBMmALs
sEcTtoN 10550
POSTAL SPECIALTIES
A. Shop Drowings: Submil shop drowings os specified in Section 01330.
I I.O3 DELIVERY, STORAGE AND HANDLING
I A, Comply wilh Section 01600.
I
PART 2. PRODUCTS
I 2.OI MAIL BOXES
I
A. Moil boxes sholl be recessed, fronl-looding fype with cleor onodized oluminum front
I plole ond doors ond cleor onodized oluminum boxes similor ond equol lo BommerI Induslries, Inc. or Securily Corp. Eoch moilbox unit sholl conioin comportmenfs ononged
os indicoled on lhe drowings.
I B. All moil comportmenls sholl be individuolly locked ond enlire moilbox unil sholl be
conlrolled by o single moster lock.
I C. Eoch moil comportment sholl confoin o 5/8" x 2" number slot with ploslic window.
Moilboxes sholl be monufoclured ond inslolled in strict occordonce with US Postql
Service regulolions.
I 2.O2 MAIL DROP BOX
I A. Moil receiving boxsholl be o recessed front-looding comportmeni unit fobricoled Wth
I cleor onodized oluminum fronf plofes ond sotin finished onodized qluminum receiver box
similor ond equol lo Bommer Induslries, Inc., Type 462, or eqvol by Security Corp. Moil
I receiving box sholl be monufocfured ond instqlled in slricl conformonce with US Postol
I Service regulolions.
2.O3 PARCEL LOCKERSII Americon Locker Security Syslems Porcel Posl Delivery Lockers, fronl looding, oll
oluminum with 628 nofurol onodized oluminum finish. Conlrol kev sholl ollow releose of
I locker for plocement in lenqnl moilbox.
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PART3- DGCI'IION
3.0t rNstALLAnoN
A. Instoll posfol speciolfies os recommended by lhe mqnuloclurer ond indicoled on shop
END OFSECTION
oA02t0 1055G.2
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I PART r -.ENERAL
I r.or suMMARY
A. Seclion lncludes:L Toilel ond bolh occessories os indicoled ond specified
B. Reloted Seclions:
t l. Fromeless Minors: Seclion 08800 Glozing.
t 1.02 suBMrrrAls
I A. Producl Doto: Submit in occordqnce with Section 01330.r
PART 2 - PRODUCTS
I 2.Ot ACCESSORTES
r A. Acceploble Monufoclurers:
I l. A&J Woshroom Accessoriesr 2. Americon Speciollies, Inc. (ASl)
3. Bobrick Woshroom Equipmenl, Inc.
I 4. Brodley CorporofionI 5. Generql Accessory Mfg. Co. (Gomco).
6. McKinney/Porker
I 7. Accepted Substifute
I B. Accessory Type Schedule: See Schedule on Drowings.
I 2.02 BATH ACCESSORTES FOR LtVtNG UNIT BATHROOMS
A. See Schedule on Drowings.
I PART 3- EXECUTION
I 3.OI INSTALLATION
I A. Generql: Foslen occessories rigidly ond securely lo wolls fitions using melhods ond
t moleriqls recommended by monufocturer.
I 3.02 ADJU'TMENT
I A. Adiuslmeni: Before finol inspeclion, inspecl eoch occessory instollolion for rigid ondI secure inslqllotion. Toke oction necessory for rigid ond secure insfollolions.
END OF SECTION
I oA o2ro rosr*l
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sEcTroN r08lo
TOILEI AND BATH ACCESSORIES
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DIVISION II -EQUIPMENT
sEcTtoN I t45l
RESIDENTIAL APPLIANCES
I PARTr-GENERALI
I.OI SUMMARY
I A. Seciion Includes:l. Kilchen Applionces
I l. Ronge Hoods
r B. Reloled Seclions:I Cobinets: Seclion 12300 Monufocfured Cosework.II B. Plumbing: Division 15 Mechonicol.
I C. Eleclricol Hook-Up: Division 16 Electricol.r
1,02 SUBMMALS
I A. Producl Dolo: Submii in occordonce wilh Section 01330.
I r.03 DELTVERY. STORAGE AND HANDLTNG
I A. Generol: ComplywithSeclion01600.
I PART2-PRoDUcTs
I 2,01 KITCHENAPPLIANCES
I A. Applionces by Generol Electric:l. Dishwosher: HAD2000, 4-cycle, 9 oplions.
r 2. Ronge Hood: JN327,30" non-vented sfqndqrd.
I 3. Electric Ronge: R8525 stondord cleqn with solid door ond WX9X35 cord.r 4. Refrigerofor: HTRITBB, l6CF,wireshelvesw/recessedhondle.
I B. Colors: As selecfed by Architect from monufocfurer's slondords.I
2,02 RANGE HOOD
I A. Acceploble Monufoclurers:l. Whirl pool.
- 2. Hotpoint.
I 3. Nutone.r 4. Generol Elecldc.5. AccepledSubslifufe.
I B. Monufocfurer ond Type: Whirlpool lmperiol RHH 7330 wilh vorioble speed fon. Almond
color.
oA 0210I
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PART3- DGCUIION
3.OI INSTALLATION
A. Applionces: lnsfoll in cosewo* occording lo monufoclurer's insfrucfions. Duct
connection ond elecfdcol hookup Wll be provided under Divisions l5 ond 16.
B. Ronge Hood: Insfoll in cosework occorcf,ng lo monufocfurer's instruclions. Ducl
conneclion ond eleclricol hookup will be provided under DivNons | 5 ond I 6.
END OF SECTION
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oA02t0 I t45t-2
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sEcTtoN 12300
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MANUFACTURED CASEWORK
I PARTI-GENERAL
I r.or suMMARYI
A. Seclion Includes:
I L Resideniiol Cosework where indicoted.
!| 2. All reloted counlers ond lops ond bocksploshes.
I B. Reloted Sections:
I l. Sinks: Division 15 Mechonicol.
2. Applionces: Seclion I 1452 Residentiol Applionces.
I 1.o2 suBMrrrALsI
A. Shop Drowings ond Producl Dolo: Submif in occordonce wifh Seclion 01330. Provide
I Drowings wiih field verified dimensions.
I B. Somples: Submit somples of cobineis ond lop moteriol for Architecl's opprovol. Include
Hordwore.
I- I.O3 DELIVERY, STORAGE AND HANDLING
I A. Generol: ComplywithSeclionOl60O. Donoldelivercobinefsunlil lhebuildingorI sforoge oreo is enclosed ond sufficienlly dry lo prevent domoge from excessive chonges
in moislure contenl.
I PART 2- PRODUCTS
I 2.01 CASEWORK
A. Monufocturer ond Style: To be selecfed.
I ts. Descriprion:I l. Supplier hos oplion of subsliluiing plywood for porticleboord
2. Cobinets to be flush foce conslruclion or qs indicoted.
f| 2. All exposed bocks, ends, gobles, shelves, flush ond cose mounf fillers, kicks ond
I under cobinel volonces lo molch wood doors ond drower fronls. These ore lo be
l c. aorrlooo
veneer over 5/8" medium densitv porlicleboord or solid wood'
r l. Cose lop, boltom ond non-exposed sides lo be conslrucled from 5/8" mediumI *:['l,"5?3'ffi:;fl"J:iil]iiX*i,1T:]i:]lk TiJ:Tllli;il3i3fl?5;Ai"r Fronl edges of coses lo be edge bonded lo mofch doors ond drower fronts, edge
bonding to be opplied wifh hot melt glue. Cose lop ond boftom edges lo be edge
I bonded wilh whife PVC, opplied wilh hot mell glue.
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2. Non-exposed bock ponels construcied trom | /2" medium density porticleboord
finished one side with white melomine. Bocks ore to ienoned info cqbinet side
gobles ond dodoes inlo cobinel bolfoms ond lops.
3. Cobinef hinges fo be Blum or opproved equivolenl. Fully conceoled. self-closing,
minimum 100 degree opening qngle (corner cobinels lo hove 170 degree opening
hinges ond piono hinge),3woy odjusloble, oll melol, nickel chrome plofed.
D. Drowersl. Drower sides to be exfruded while plosfic or while mefol fitfed with 3/4 extension,
heovy duty, 75 lb. dynomic copocity (100 lb stotic copocity), boltom mounled or
inlegrol, self closing roller suspension syslem, coptive lror:k. All metol porls to be
while epoxy cooled.2. Drower bocks ond botloms to be 1/2" medium density porticleboord lominoled lwo
sides wifh 8O grom whife melomine poper overloy.
3. Drower cose fronf lo be 1/2" medium density porficle boord lominoled one side
with 80 grom white melomine poper overloy fo occepl finished drower fronf.
E. Shelvesl. Adjusfoble shelves lo be conslrucled from 5/8" medium densiiy porticleboord
lominoled two sides with whiie melomine. Fronf edge of shelves to be edge
bonded wilh white PVC, opplied wifh hot melt glue. Adjustoble shelves to be filfed
with pin/hole locking syslem.
2. Vonity ond bose cobinel shelves to be l5-l /2" deep.
3. Woll cobinet shelves to be full deplh of cobinef cose.
2.02 COUNTER TOPS
A. Ploslic Lominofe: GP-50, .O50'thickness. Use posi-forming grode where counler edges
ore shown "wropped".l. Edge: Wood species ond fronsporent finish to motch cobinets. Where ends of
counlers ore exposed, wrop edge lreolment oround lo wqll.
2. Monufocturer qnd Color: Selected by Architecl
3. Subslrole: Mofle Formed porticle boord. 40-45# density, industriol grode.
4. Bockplosh: 4" high, squore, l-l/4'minimum depth lo ollow scribing lo wolls.
B. Sinks ond Trim: Provide cufoufs for sinks ond frim os required. See Division l5 Mechonicol.
PART 3 - EXECUTION
3.OI EXAMINATION
A. Verificofion of Condilions: Verify spoces ore reody lo receive cosework. Verify rough-in
locolions, ground, blocking ond supports for proper locotion ond support of cosework.
Report ony unsolisfoclory condilions lo lhe Generol Controclor.
3.02 PREPARATION
A. Field Meosurements: Field meosure spoces fo receive cosework before beginning
fobricotion.
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oA 0210 123no-2
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I 3.03 TNSTALLATToN
I A. Generol: Set cosework occurolely in ploce, level ond secure fo floon ond wolls. Provide
I connecfing ond oltoching devices, closures ond lrim members os required. Instoll ilems
I complefe. Scribe ond closely fil cosework lo odjocenlwork. Provide motching scribe
sfrips os required. Connecl cosework wilh folse frome, flush with eoch side.
I B. Applionces: SeeSection 11452.I
C. Counlerlops ond Bocksploshes: Scribe fo wolls os required. Seol smoll gops wilh silicone
I seolont.
I D. Sinks ond Trim: Furnished ond inslolled under Division I5. Cobinet supplier ond insloller lo
r coordinole with mechonicql ond electricol controcfors.
I E. Any mounling screws lhol ore visible in finol inslollolion sholl be counlersunk ond filled fo
motch.
I F. Filler Ponels: Provide os required to close off cosework to woll or odjocent cosework.
Molch moleriql ond finish.
I 3.04 ADJUSTING AND CLEANING
IA,AdjUsting:Adjus|movingpor|s|ooperolesmoo|h|y.
I B. Finol Cleon-Up: Completely cleon cobinels ond countertops.
END OF SECTIONI
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I oA o2ro r23o*3
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sEcTtoN t2481
I
FLOOR MATS
! PARTI-GENERAL
I r.or SuMMARYI
A. Seclion Includes:
I l. Floor Mols
I B. Products furnished buf nol Inslolled Under This Secfions:
r l. Mqt Frome for Seclion 03300 Cosf-ln-Ploce Concrele.
I l. crille Frome for Secfion 03300 Cosl-ln-Ploce Concrele.
t 1.O2 SUBMITTALS
I A. Product Dolo: Submit in occordonce with Seclion 01330.
I PART2_ PRoDUCTS
I
2.01 MATS AND FRAMES
I A. Acceploble Monufocturers: .
l. ConstructionSpeciolfiesPedimot2. Bolco lnc.I 3. Reesel| 4. Accepted Subslitute
I B. Type: C/S Pedimol Model PM375RM.
I l. Mot Frome: C/S exlruded oluminum, cleqr qnodized. Sizes os indicoled.2. Mot: C/S Corpef Pedimof. Color os selected by Architect.
I PART3-EXECUTTON
3.OI INSTALLATION
t A. Mot Frome: Deliver for inslollolion under Secfion 033@. Coor,linote inslollolion for conecl
elevolion with odjocent flooring.
I B. Mol: Insloll in occordonce wilh monufocfurer's recommendotions.
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END OF SECTION
oA 0210
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12481-l
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sEcTtoN 12491
HORIZONTAL LOUVER BLINDS
PART I - GENERAL
I.OI SUMMARY
A. Seclion lncludes:
I . Horizonlol louver window blinds of oll exierior windows except conidors ond
veslibules.
1.02 SUBMMALS
A. Producl Doto: Submif in occordonce with Seciion 01330 Submiilol Procedures.
B. Somples: Submit complete set of color somples for Archiieci's selection.
I.O3 DELIVERY, STORAGE AND HANDLING
A. Generol: Comply with Section 01600. Deliver ond slore in originol croles under cover.
PART 2. PRODUCTS
2.OI HORIZONTAL LOUVER BLINDS
A. AcceplobleMonufoclurers:l. Levolor Riviero
2. Boli Blinds
3. Hunler Douglos Flexolum
4. ApprovedSubsfitute.
B. Descriplion: Levolor Riviero wifh l" wide qluminum slots, Mogic Wond Guordion Tiller ond
Cord Lift Control. Provide seporole section for eoch window seclion. Color os selected
by Archilecf.
PART 3 - EXECUTION
3.OI PREPARATION
A. Field meosure oll openings before fobricqfion.
3.02 INSTALLATION
A. Insloll blinds with brockels of required locolions.
B. Adjusl for smoolh operolion.
END OF SECTION
oA 0210 t249t-l
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DIVISION I4 - CONVEYING SYSTEMS
sEcTroN 14240
HYDRAULIC ELEVATORS
I PARIr-cENERALI
I.OI SUMMARY
I A. Seclion Includes:l. Hydroulicelevolors.
r 2. Jock holes.
- B. Reloled Seclions:
I l. Division 16 - Eleclricol:
I 3: rli',t',iffi":::lSlillli;,. fhe power moins ro eoch conrroiler sisnol
equipmenl feeders os required, including necessory circuil breokers ond fused
I moinline disconnect swilches.
I c. Outlets ol lhe mochine room for lighting in lhe cor. Electric power for
construclion, lesting, ond odjusting, of lhe some chorocferisiics os lhe
permonenf supply.
I 2. Olher Sections:o. Door Sill Supporf Angles: Section 05500 Melol Fobricolions.b. Floor Finish: Vinyl composilion tile under Section 09650.
I 1.O2 REFERENCES
I A. Reference Stondords: Comply with:
I l. ANsl AI7.l Sofety Code for Elevotors.2. NEll Minimum Possenger Elevolor Requkemenls for Hondicopped.
I 3. Americons Wilh Disobililies Acl/Accessibility Guidelines
I I.O3 SYSTEMDESCRIPTION
I A. Descriplion ot Syslem: Otis LVM 35@ or equol of olher occeplobleI monufoclurer.
Number ond Type Two (2) pre.engineered oil hydroulic
I Type Possenger
I Floors Served See DrowingsTrovel Vories - see DrowingJ'
I Number Londings See Drowings
I Number Openings See Drowings
Power Supply Verity ovoiloble volloge
r Copocity 3,5@ lbs.
t Minimum Up Speed 150 feef per minuie full lood up
- Cor Size 6-8'wide x 5-5" cleor inside.Operolion Simplex
I Cob Design See cor in Port 2I Hoistwoy Entronces No. 4 finish stoinless sleel
Opening Size ond Type 3-6"wide by 7'{", single speed side opening
t oA 0210 14240-l
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Door Operolion
Signols
Leveling
lnspeclion Operolion
Emergency Lighling
Communicolions
Speciol Feofures Required
Jock Hole ond Cosing
DC power
llluminoled cor ond holr buflohs, cor posilion
indicqlors, cor riding lonfern, NEll hondicopped
provisions.
Two-woy
Top-of-cor inspeclion
Aulomofic emergency light ond olorm system
Telephone wilh ormored cord in cor cobinel by
elevolor insloller.
Exhousl fon, duol beom pholo eyes, prolecfive
pods for cob wolls, oil viscosily conirol, low oil
confrol.
Under fhis section by elevolor conlroctor
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B. Complele Insfollotion: Provide o complele inslollotion of eleclric oil-hydroulic
(eleclricolly operoled hydroulic elevotor using oil os lhe fluid medium) elevolor. Include
lhe occessory iiems listed performed in o firsi-clqss qnd workmonlike monner. Include
moteriols ond work os indicoted on drowings ond specified. Where q device or porl of
lhe equipment is refened lo in the singulor number, such refer'ence sholl opply to os
mony such devices os ore required fo complele lhe instollolion.
I.O4 SUBMITTALS
A. Shop Drowings ond Producl Doto: Submit in occordonce wiih Seclion 01330. Include:
l. Hoistwoy drowings.2. Equipment room droWngs.
3. Elevotor cob drowings ond descriptive brochure.4. Hoisiwoy enlronce drowings.
5. Conlrol bullon locolions.
B. Color Selection Chqrls: Submit in occordonce wiih Seclion 01330.
I.O5 QUALITY ASSURANCE
A. Reguloiory Requirements: Comply with Nolionol Eleclricol Code, ond opplicoble stote
ond locol codes.
I.06 DELIVERY, SIORAGE AND HANDLING
A. Generoll Comply with Section 01600.
I.O7 PROJECTCONDITIONS
A. Existing Condiiions: Ihe following work sholl be performed under other seclions:l. A legol hoistwoy, properly fromed ond enclosed, qnd including o pit of proper
depth, provided wilh lodder, droins, lights, ond wolerproofing, os required. Suitoble
mqchine room, odequole for the elevotor equipment, including floors, lighling,
ventilqtion ond heql lo moinloin lhe room ol o lemperolure of 50o F minimum lo
l0Oo F moximum.2. Adequote supports ond foundotions lo corry the loods of equipmenl including
supports for guide roil brockels.
3, Selting of onchors ond sleeves. Pockefs or blockouls for signol fxtures.4. Sill recesses ond the groufing of doorsills ond hoistwoy fromes ofler instollotion.
oA 0210 14240-2
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I r.og wARRANTY
I A. Provide one yeqr wiflen wononty for moleriol ond inslollolion in occordonce wilh
I Section 0178O. Moke good ony defecls, not due to ordinory weor ond leor or improper
I use, which moy develop wilhin fhe wononly period.
r r.09 TEMPORARY USE DURTNG CONSTRUCTION
r A. Temporory Use: Should lhe Generol Conlrocfor desire lo use lhe service of the elevolor
during fhe period when work on ihe elevolor is in progress or before finol occepionce of
I the building, lhe Generol Conlroclor ogrees to sign the iemporory occeptonce formI ond be bound by fhe lerms ond conditions thereof. Also, lhe Generol Conlroclor ogrees
lo provide, if required, lemporory enclosures, guords or olher prolection of hoistwoy
I openings, necessory power signoling devices, lights in lhe cor, elevolor operolors ond
I otherwork required lo permit lhis lemporory usoge.
r B. Repoirs: The Generol Controclor ogrees lo poy cosls of mointenonce of lhe equipmenl
I during femporory use ond further ogrees lhot the complete elevofor equipmenl will ber refurned lo lhe some condifion of repoir ond moinlenonce us exisled when lhe elevolor
wos ploced on iemporory service. lf repoirs or replocemenls ore necessory lo reslore lhe
I opporolus lo ils condilion of the time the Generol Conlroctor ploced il in tempororyI service, the Generol Controclor ogrees lo permit this contrqclor to moke such repoirs or
replocements ond fo poy the elevotor controclor for lhis odded expense of regulor
I billing rotes.
PART 2. PRODUCTS
I z.or HYDRAULIc ELEVAToRI
A. AcceptobleMonufocfurers:
I l. Thyssen Dover Corporotion
I 2. Ofis Elevotor Compony3. Schindler Elevolor Corporolion
ll 4. Monlgomery Kone Elevofor
I 5. Approved subslitute in occordonce with Secfion 0160O.
r B. Cor: Sfondord finish with sloinless sleel fronl relurns; stoinless sleel doors; ploslic lominote
I side wolls ond reor wolls; 4'stoinless sleel hqndroils on 3 sides; folse ceiling withr fluorescenf lubes obove; exhoust fon; lelephone comportmenl; flooring by ofhers.
I PART3-E(EcunoN
I 3.OI EXAMINATION
I A. Verificolion of Condilions: Prior lo beginning the insfollotion of elevotor equipment,
exomine lhe following to verify lhql no inegulorilies exisl lhol would offecl the quolity of
I execulion or work os specified:
I l. Hoistwoy size ond plumbness.
- 2. Sill pockefs ond entry supports.3. Slqbility of hoistwoy wolls.
I 4. Condition of elevolor pit.
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B. Accepfonce: Beginning of instollotion meons occeplonce of existing condilions.
I OA 0210 14240-3
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3.O2
A.
3.03
A.
B.
c.
3.04
A.
PREPARATION
The enlire front woll of lhe hoistwoy sholl be lefl open unlil enlronces ore insfolled. After
elevolor guide roils ore sel ond lined, fhe enlronce fromes sholl be inslolled in perfecl
olignmenf wilh the guide roils. Finished wolls sholl lhen be compleled.
INSTALLATION
Generol: lnsloll occording lo monufocturefs inslruciioni, reference stondords ond
opproved shop drowings.
Wiring Piping ond Oil: Furnish ond instqll necessory wiring in fhe hoistwoy in occordonce
Wth the NEC. to connecl fhe operoiing buttons ond swilches lo lhe conlrol boord in the
power unil. All wiring sholl be done in rigid conduit or elecfricol melollic iubing except fo
moving opporolus thof sholl be connecled by short lengths of flexible conduil. Provide
necessory pipe ond fittings to connecl the power lo the jock unil ond oil of lhe proper
grode. Protect underground conduil ond piping ogoinsl conosion.
Pointing: Properly poinl exposed melol work furnished under lhis section ercepl os
olherwise specified ofler insfollolion.
FIELD QUALITY CONTROL
Running Tesf: In oddifion fo the ofher requiremenfs, inspections, tesls ond remedies
herein provided upon completion of lhe elevoior inslollolion ond before finol inspection
moke, in the presence of fhe Archilecf, o running speed tesl wilh full moimum lood on
lhe elevotor cor lo delermine whelher lhe elevolor equipmenl os instolled meels lhe
speed, copociiy ond ofher requiremenls of the specificolions.
Replocement: ln lhe evenl lhe eguipment does nof meet requiremenfs of lhe
specificofions, promptly remove from lhe premises work condemned by fhe Archiiecf os
foiling to conform to the specificotions, ond prompfly reploce ond re-execule work in
occordonce with the specificotions, wilhout expense lo the Owner. Beor expense of
moking good work of ofher conlroclors deslroyed or domoged by such removol or
replocemenl.
3.05 COMPLETIONSERVICES
A. Operoling Test Reporl Submit written report of required operolions lesl ol complefion of
the projecf.
B. Operoting ond Moinfenonce Dolo: Provide in qccordonce Wih Section 01780.
C. Mqinlenonce Agreemenl: Submif lhe required moinfenonce ogreemenf ol completion
of fhe project.
3.06 MAINTENANCE AND SERVICE
A. Service: Provide moinlenonce ond collbock service of elevoior eguipmenl for o period
of l2 monlhs offer Dofe of Acceplonce of lofol project by Owner. Include regulor
exominolion of inslollolion by compelent ond lroined employees; ond include necessory
odjusfmenls, greosing, oiling, cleoning, supplies ond ports to keep the equipmenf in
good operofion, excepl such ports mode necessory by misuse, occidenfs or negligence
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nol coused by lhis confrocfor. Provide 24-hovr emergency,:oll boiic service. Use only
originol monufoclurer's ports for replocemenfs.
END OF SECTION
oA 0210 14240-5
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DTVISION 15 - MECHAMCAL SPECIFICATIONS
SECTION 1 sOTO-GENERAL PROVISIONS
r.OO GENERAL
I.OI PROJECTDESCRIPTION
A. This project is a new construction of affordable housing building. The project is
approximately 100,000 square feet located at Mountain Bell in Vail, Colorado.
I.O2 PROVISIONS
A. Design/build work performed underthis division of the specifications shall conform to the
requirements of Division 1, and the mechanical drawings and all iterns hereinafter
specified.
l. The drawings and specifications for the mechanical work are intended to describe
a complete mechanical system; omission of minor items obviously necessary to
accomplish the above intent shall not relieve the Contractor from fumishing and
installing same.
2. Prior to any work being performed under this division examine architectural,
structural, electrical, and interior design drawings and specifications.
3. Mechanical drawings are diagrarnmatic, but shall be followed as closely as actual
construction of the building will permit.
4. Coordinate the mechanical work with the General Contractor and be responsible
to him fe1 s6titfactory progress of same. Coordinate mechanical work with all
other trades on the project.
1.03 SCOPEOFWORK
A. Work shall consist of fumishing all labor and materials necessary for the installation of
complete and operating mechanical systems.
CODES AND STANDARDS
A. Complywith all applicable codes, laws, industry standards, and utility company
regulations.
PERMTTS, FEES AND NOTTCES
A. Obtain and pay for all permits, fees, licenses, certificates, and inspections for this
Division. Do not include the cost of the "Plant Inveshent Fee" for sewer and water or
Gas Application Fee charged by the Utility Company.
B. Notiff proper authorities when work is ready for inspections required by applicable codes,
rules and regulations, allowing sufficient time for inspections to be made without
hindering progress of the work. Fumish to the Owner copies of inspection certificates of
acceptance.
1.05
MIDDLE CREEK AIT'ORDABLE HOUSING JIJNE.2OO3 15010 - I
1.06 PROTECTION
A. Of People: Arrange barriers, signs, etc. as required to minimize the hazard of people.
Comply with applicable safety and health regulations. Coordinate as necessary with the
Owner and the General Conhactor.
B. Of Work Take all measures n@essary to protect the work both before and after
installation, to assurre that it will be in clean, undamaged, rmblemished condition wheir
tumed over to the Owner. Repair/replace wqrk demaged during construction. Move or
remove any facility so as not to cause intemrption of the work or Owneds operation.
EFID OFSECTION
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MIDDLE CREEK ATT'ORDABLE HOUSING JUIIE,2003 15010 - 2
TI
I SECTION 15100-BASTC MATERTALS AND METIIODS
1.OO GENERAL
I l.or MATERTAL
I A. All mechanical material shall be new and of the quality and [,pe specified. All materialI shall be installed in confonnance with manufacturer's installation instructions.
I B. Manufacturer and catalog number shown in these specifications or on drawings are
t intended as a guide to quality.
t 1.02 MECHAMCALINSTALLATTONS
I A. Coordinate mechanical equipment and materials installation with other building
r components.
B. Veriff all dimensions by field measurernents.
t c' ffitr3';1fiffi,'j:::' *u "r"*gs in other building components to allow for
I D. Coordinate the installation of required supporting devices and sleeves to be set in pouredI in place concrete and other stnrcturat co.ionentr, as they.are constructed.
I E. Sequence, coordinatg and integrate installations of Mechanical materials and equipmentI for efficient flow of the Work. Give particular attention to large equipment requiring
positioning prior to closing-in the building.
I F. Where mounting heights are not detailed 6l dimsnsiead install mechanical services and
overhead equipment to provide lhe maximum headroom possible, and in accordance with
- minirnrrm req[ired clearances as specified in codes and regulations.
I G. The word "concealed" as used in this specification refers to such spaces as pipe and duct
I chases, above plastered ceilings, in walls and buried where pipe and/or duct is inaccessible
I when building is complete. "Exposed" is intended to be within equipment rooms,
unfinished areas, above '!ush up" ceilings, accessible pipe, and duct tunnels.
I 1.03 SEOPDRAWTNGS
r A. Submit shop drawings on items listed below (see Paragraph 1.05 below) equipment and
I for Temoerature Controls.
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MIDDLE CREEKAFFORDABLE HOUSING JI]I\IE,2OO3 15100 - 1
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Shop drawings required for this project are as follows:
l. Plumbing fixtures
2. Boilers
3. Pumps
4. Fans
5. AirHandlers
6. Controls
Provide shop drawings to the Architect and Engineer showing locations of all access
panels.
Present shop drawing submittal data at one time, bound in tbree-ring binders, indexed in a
neat and orderly manner. Provide four sets of submittal dat4 unless noted otherwise in
Division I.
Place orders for all equipment in .;me to prev€nt any delay in conshuction schedule or
completion of project. If any materials or equipment are not ordered in time, additional
charges made by equipment manufacfurers to complete their equipment in time to meet
consfruction schedule, together with any special handling charges, shall be bome by the
Contractor.
Shop drawings: Contractor agrees that shop drawing submittals processed by the engineer
are not change orders; that the purpose of shop drawing subnittals by tle Contractor is to
demonshate to the engineer that the Contractor understands the desip concept, that he
demonstrates his understanding by indicating which equipment and material he intends to
provide and by detailing the fabrication and installation methods he intends to use.
Contractor firrtler agrees that if deviations, discrepancies, or conflicts betwec,n shop
drawing submittals and contract documents in the form of design drawings and
specifications are discovered either prior to or after submittal of shop drawings, the design
drawings and specifications shall control and shall be followed.
RECORDDRAWINGS
A. During the process of the worh maintain an accurate record of the installation of the
mechanical system. Upon completion of the mechanical installation, transfer all record
data to blue-line prints of the orieinal drawings. Drawings shall include all addendum
items, change orders, alternates, reroutings, etc. As a condition of acceptance of the
project, deliver to the Architect one copy ofthe record drawings.
ROOF'CI]RBS
A. Roof curbs and roof flashings shall be furnished underthe Architectural Division (except
for any curbs specified herein). Provide all counter flashings of the same material as tle
flashine.
B.
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1.04
r.05
MIDDLE CREEK AIT'ORDABLE EOUSING JIJNE,2003 15100 - 2
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I 1.06 FoI]NDATIONS AND SUPPoRTS
t A.
m:f;;:"*t
hangers, anchors, guides, and supports formechanical equipmen! piping,
I r.o7 vrBRArroN rsoLATroN
A. Erect all floor mounted equipment on 4 inch high concrete pads over ttre complete floor
I
area of tle equipmenl
B. All spring tSrpe vibration isolators shall be sized in accordance with Mason Industries, Inc.
I Standards.
I C. All air moving equipment with ductwork connections shall have flexible duct connectors.
T 1.08 INSTALLATIONANDARRANGEMENT
I A. Install all work to p€rmit removal of coils, shafts and wleels, filters, and all other parts
I which might require periodic replacement or maintenance.
r 1.09 EXCAVATIONAT{DBACKFILL
t A. Do all excavating and backfilling required by the work in this division.
I r.lo coNcRETEI
A. All poured in place concrete shall be fumished under the Architectural Divisions of these
Specifications.
I
1.11 MOTORS
I
I A. Squirrel cage type, open drip prooi normal starting torque, with therrnal overload
protection aad ball bearings.
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I B. Motors rated I horsepower or greater shall be "Energy Efficient", meeting the Deparbnent
of Energy @OE) approved requirements of Energy Policy Act 1992 (EPACT92), and
I shall meet NEMA 12-6C full load efficiencies. Where not couunercially availablg power
I factors shall be capacitor corrected by equipment manufacturer to at least 90 percent under
rated load.
I rJz sTARTf,RSI
A. AII 3 phase starters to have overcurrent protection on all three legs.
t B. Starters which are furnished with conhol circuits shall have integral hansformer and 120
volt control circuit. All starters to have thermal overload relays sized for approximately
I I I 5 percent of full load motor current.I
_ MIDDLE CREEK AIT'ORDABLE HOUSING JUNE,2003 15100 - 3
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1.13 ACCESSDOORS
A. Furnish access doors of 6pe suitable to Architect and provide to Gen€ral Contractor to
construct into the building. Access doors should be provided in all locations where access
is rcquired.
1.I4 IDENTIFICATION
A. Label all piping and equipment. Provide color coded full band or strip type markers and
flow arrows on piping. Provide engraved plastic valve tags with valve number and attach
with standard chain or s-hooks. Provide eirgraved plastic sign on or near specified
equipment.
1.15 ELECTRTCAL EQTTIPMENT AND WTRTNG FOR MECITANTCAL DTVISION
A. Unless otherwise indicated, all motors and controls shall be firnished, set in place and
wired in accordance with the following schedule. (MD is Mechanical Division - ED is
Electrical Division).
ITEM FURNISHED
TINDER
SETINPLACE
ORMTD.
I.JNDER
WIREDAND
CONNECTED
TINDER
l. Equipment motors and thermal
overload. resistance heaters.MD MD ED
2. Motor Controller; magnetic starters,
reduced voltage starter and ovedoad
relavs.
MD ED(l)ED
3. Disconnect switches, fused and
unfirsed, HP rated switches, thermal
overload switches and fuses. manual
operatine switches. (3)
ED(l)ED(1)ED
4. Pushbutton stations, pilot lights,
multi-speed switches, float switches,
thermostats, control relays, control
transforrners, control panels, motor
valves, damper motors, solenoid
valves and interlocks. (3)
MD MD(2)MD(2)
5. Contactors, l20V control circuits,
outlets for control panels and for
boiler controls and for fire
protection controls and duct
detectors.
ED ED ED
6. Fire/smoke dampers and duct
detectors.IrD(3)MD ED(3)
l. If furnished as part of factory wired equipment, wiring and connections only by
ED.
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MIDDLE CREEK AIT'ORDABLE IIOUSING JIJNE.2OO3 15100 - 4
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2. If float switches, line thermostats, pneumatic/electrical switches, time switches,
etc., carry the FULL LOAD CURRENT to any motor, they shall be fiunished by
the Mechanical Division, but shall be set in place and connected under the
Electrical Division, except where such items are an integal part of the mechanical
equipment, or directly attached to ducts, piping, etc., they shall be set in place
under the Mechanical Division and connected by the Electrical Division. If they
do not carry the FULL LOAD CURRENT to any motor they shall be furnished,
set in place and wired under the Mechanical Division. Control devices carrying
full load curre,nt fumished by Mechanical and wired by Eleckical shall be located
at the device being controlled, unless shown on drawings or mutual agreement is
made between the contractors witl no change in the contract price.
a) Wiring from alann contacts to alarm system by ED; all control function
wiringbyMD.
3. The above list does not attempt to include all components. All items necessary for
a complete system shall be included in the base contract.
B. Connections to all controls directly attached to ducts, piping and mechanical equipment
shall be made with flexible connectors.
1.16 FREEZE PROTECTION
A. Proximity of any equipment component or fluid piping to potential darnage fiom freezing
sources shall be avoided wherever possible. Drawings are diagrammatic. Make location
adjushents, add insulation and./or control devices atrd/or heat sources as necessary to
prevent or minimize freeze damage potential. The Architect/Engineer will neither
guarantee nor be responsible for any consequences of freezing.
I.I7 FIRE STOPPING
A. Penetrations tlrough rated walls and floors shall be sealed with a material capable of
preventing the passage of flames and hot gasses when zubjected to the requirements of tle
test standard specific for fire stops ASTM-E-814. Acceptable materials include: Dow
Coming RTV fire stop foam for bare pipe, metal conduit, and electrical cable; 3M fire
dam 150 caulk for bare pipe, metal conduit, and buitding coristruction gaps; 3M CP-25.
B. Caulk and FS-l95 intumescent strips for insulated pipes, plastic pipe or conduit, and
electrical cable. Submit UL listed application data for each type ofpenetration
encountered.
1.1E FLASHING
A. Ducts, piping, and conduits penehating tbrough roof shall have roof flashing compatible
wittr the roofing system. See architectural drawings. In the absence of any other
requirements, provide sheet lead tlpe flashing for plumbing vents in built-up roofs, tall
cone with EPDM boot for pipe and conduit in single ply membrane roofs, aod curbed roof
penetrations for pipe and conduit in built up roofs and for duct penetrations in all tlpes of
roof. Installation shall be watertight.
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MIDDLE CREEK ATT'ORI}ABLE HOUSING JI]I\E.2OO3 15100 - 5
1.19 FLUSHING, CLEANING AND STERILIZING
A. After flushing, sterilize the domestic water system.
B. Before final connections are made in the piping systems, all piping shall be blown out
with air and then washed out with cleaning compounds. Clean the boiler by the same
procedure.
I2O TESTING
A. Test all drain and waste lines with standing watertest of twelve feet of head held long
enough to inspect eachjoint.
B. Test all water piping, before connecting to units, at 150 psig hydrostatic pressure.
C. Test all gas piping under 60 psig air pressure.
D. All tests required by code must be done, to the satisfaction of the local authorities having
jurisdiction, before covering.
E. All hy&ostatic tests to be held fe16 minimum of six hours. Air tests to be held for a
minimum 9f 6ryo hours.
I.2I PIPE SI'PPORT
A. Support pipe with rod and clevis, ring hangers, trapeze, or clamps. No pipe tape allowed.
All hangers shall be sized for outside diameter of insulation, if any. Protect insulated lines
with 20 gauge sheet metal shields for pipngl-ll? inch and less.
B. Provide calcium silicate insulation inserts for all insulated piping 2 inch and larger.
Maintain vapor barrier on all cold lines. Isolate bare copper lines from hangers with
Vibrasorb or equivalent, copper coated hangers ar€ not sufficient, wrapping pipe with tape
not acceptable.
I.22 BALANCING
A. The balancing of the system shall be part of this conhact, include in bid the cost of
balancing and adjusting. The balancing and balance report shall be in acceptance with
Associated Air Balance Council (AABC) requirements or National Environmental
Balancing Bureau (NEBB) requirements.
B. Provide such items as thermometer wells, pressure test cocks, access doors, etc., as
required to allow tests and adjushents to be made.
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MIDDLE CREEK ATT'ORDABLE HOUSING JUNE,2003 15100 - 6
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! C. Adjust and balance all air and water systems. Chec! adjust and balance all systems to
meet the desigu conditions and tabulate all information on acc€ptable forms. All systems
I shall be chected for proper performance during desip conditions.
I.23 OPERATING AND MAINTENA}TCE INSTRUCTIONS
t A. Deliver operating and maintenance instuction to the Owner on completion of the work
and instruct Owner in their use.
r L24 WARRANTY
I A. All materials and equipment shall be new unless otherwise specified. Guarantee all
t worbnanship, material and equipment and replace any found defective witlout cost to the
Owner, for one year after final acceptance, as defined in General Conditions.
I B. Each warranty for longer than the one-year described above (that comes with equipment
used on thejob) shall be passed onto the Owner with dates ofstart and end ofwarranty.
I 1.25 START-UPOFEQTTPMENT
A. Provide for factory sewice personnel to conduct comprehensive start-up of equipment as
required to validate proper operating and safety functions.
I.26 DEMONSTRATIONS
A. Conduct de,monstrations when systems are complete and operational and ready to be
tumed over to the Owner, and after Operating and Maintenance Manual is complete.
EI\D OF SECTION
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MTDDLECREEKATT'ORDABLEEOUSING JUr\rE'2003 1s100-7
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I sECTroN ls2so-rNsrrlATroNI
I.OO GENERAL
I I.O1 PIPING AND EQUIPMENT
I A. Domestic Cold Water Pipe, Valves, and Fittings.
I l. Insulate with U.L. approved, flame resistant, white vapor barier jacketd, l/2
inch thick glass fiber Micro [,ok Insulation. Iasulate valves and fiUings with glass
I fiber blanket insulation and premolded PVC covers covers to be UL 25150 rated.
f| 2. All buried pipe.and fittings (except wata service from street to buildinCs) spiral
wrapped with "Protecto Wrap" No. 200 coating or equivalent, 50 percent overlap.
No inzulation is required.
I B. Domestic Hot Water Pipe and Fittings
1. All hot water supply lines and circulating water lines insulated with U.L.
I approved, flame resistant, white all service jacketed, glass fiber Micro Lok
Insulation of thickness shown in Table I. Inzulate fittings with glass fiber blanket
inzulation and prernolded PVC covers. covers to be UL 25150 rated.
TABLEI
DOMESTIC HOT WATER PIPING
MINIMUM PIPE INSLII-.A,TION (Thickness in Inches)
SERVICEWATER
IIEATING
TEMPERATI.]RES
"F.
PPE SITFS'
Noncirculating
Runouts
Circulating Mains and Runouts
Up to I inch Up to 1-114
inch"
l-ll2 inch to
2 inch
Over2
inch
100 - 130 0.5 0.5 0.5 1.0
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For SI: I inch = 25.4 mm, Degree F. = 1.8 degree C. + 32.
I Nominal iron pipe size and insulation thickness.
Conductivity K
^, 0.23
C. Heating Piping; All Heating Water, Piping and radiant floor piping mains and runouts up
to areas being heated; Pipe, Valves and Fittings.
l. Inzulate with U.L. approved, flame resistant, white, all service jacketed, glass
fiber Micro lok Insulation of thickness shown in Table II. Insulate valves aod
fittings with glass fiber blanket insulation and premolded PVC covers (covers to
be UL 25150 rated).
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MIDDLE CREEKATT'ORDABLE HOUSING JT]NE.2OO3 15250 - 1
TABLEtr
HEATING PIPING MINIMLTM PIPE INSLJI-ATION Ghickness in inches)
PIPING SYSTEM
TYPES
FLUID
TEMPERATI.]RE
RANGE "F.
PIPE SIZESI
I,owt€mp€rature 120-200 %I I t%l%l%
FOR SI: I inch = 25.4 rnm, degree F. : 1.8 degree C. +32, I ft : 304.8 mmt For piping exposed to outdoor air, increase insulation thichess by tl2 nah.' Runouts not exceeding 12 feet in length to individual terrninal units.
2. All buried prpe and fittings shall be pre-insulated conduit.
D. Insulation for all tlpes ofpiping shall be carried full size (continuous) through the
hangers.
I.O2 DUCT INST'LATION
A. Boiler Breeching: Insulate with factory pre-molded flame resistant, hydrous calcium
silicate rated 1200 degree F.
B. Inside Duct Liner - See Section 15800 - Ductwork.
EI\I} OF SECTION
JrJhlE,2003
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MIDDLE CREEK ATT'ORDABLE HOUSING t5250 -2
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I SECTTON 15400-PLTJMBTNG
I 1.00 GEI\TERAL
I T.O1 DESIGN/BI'ILD PLI]MBING SYSTEM
I A. The plumbing work shall consist of furnishing all labor, and materials for the installationI of complete and operable plumbing systems based on tbe drawings and includes, but is not
limited to:
I l. Coordinate all plumbing fixture and trim selections. See plumbing fixtureI schedule.
2. Provide tbree freeze proofwall hydrants around building exterior, two hose bibb
in garage and one hose bibb in mechanical room. Coordinate locations with the
I Architect.
3. Provide water entry sized to accommodate domestic water requirernents, reduced
I pressure backflow preventor for the domestic system, pressure regulating valve,
I water meter, and main shut-offs.
4. Provide preszure balanced and temperature compensating mixing valves for
I shower faucet assemblies.I ?: ;ff::[$P,:ilJf:f,*TJlfnTTJff;'"*
I I.O2 WATERPIPING
I
A. Water Servicer ',: ffi5*lfl'":f;',',3ru:,Iif#',,""1",Hf,H41H;:'i*":;*-
finished grade.
I B. Piping (Inside Building)l. Piping inside building; buried lines, tlpe "K" copper water hrbe, wrought copper
I fittings, and 1100 degree F solder. Non-buried lines, t54)e "L" copper water tube,
I wrought copper fittings, and no lead 95-5 solder.2. Valves and Specialties
I Gate Valves: Bronze, Class 125, 200 lb. W.O.G.
t Globe Valves: Bronze, Class 125,200 lb. W.O.G.
Swing Check Valves: Bronze, Class 125, 200 lb. W.O.G.
I Dielectric Unions: Provide a dielectric union at allconnections where non-I 3. f,T:;:.-ffff*T,',]ffilJ?,,:fr:J,:"?ilfl3;"
t 1.03 SOIL,WASTE AND VENT AI\[D STORMPIPINGI
r A. Materials; Soil, Waste and Ve,lrt Piping (Inside Building)I I lfrT"'Hf,i;:x.Tffi?,'nffi$",';:,i;:ilj;il,ilf,Tfr1'#'SJJ
2. Waste lines above ground; standard weight, C.I. soil pipe and fittings or hubless,
C.I. soil pipe and fittings. Up through 2-l/2nchmay be standard weight,I
r MTDDLE CREEKAFT',ORDABLEHOUSING JIJM,2003 15400- 1
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galvanized Seel pipe with blaclc, C.I. drainage fittings.
Ve,nt lines above ground; standarrd weigh! C.I. soil pipe and fittings or, standard
weiChL galvanized steel pipe with 150 lb., galvanized mall, iron fittings for lines 2
inch and over, for lines l-ll2 inch and less, blact C.L 125 lb. SW? fittings.
All waste and vent piping above grade maybe DWV copperpipe and fittings
using 50-50 solder.
All ve,nt and waste piping above grade aod buried below ground may be Schedule
,10 PVC-D]IIV plastic pipe and fittings (ASTM D2665). All pipe and fiuings
shall be joined witl solvent weld joints as recommended by the manufacturer.
I.O4 GAS PIPING
l. Surround all buried pipe with 4 inch clean sand before backfilling.
2. Gas meter aod service from the main ls ths 6etor will be furnished and installed
bythe utility company, paid forby the Owner.
3. Gas piping from the meter throughout the building will be done under this
division and connected to all equipment rcquired.
B. Piping: Schedule 40 black steel pipe, 150 lb. malleable iron screwed fittings on above
ground pipe, welded fittings with a[ piping coated and wrapped on buried pipe.
C. Valves: LubricatedPlugValve 175 lb.W.O.G. ironscrewedorflanged.
r.O5 FI"ASEINGS
A. Flash each vent and stack through roof by method reconmended by roof manufacturer and
approved by Architect.
1.06 CLEANOUTS
A. Provide firll size brass cleanout plugs wherever pipes change direction or otherwise
required. Brass plugs with chrome plated cover plates for walls, scoriated brass cover for
floor, flush with floor or wall. Avoid locating floor and wall cleanouts in visible living
and sleeping areas. When outside, heavy duty cast iron tractor cov€r set in two foot square
by 6 inch deep concrete pad or in concrete or asphalt surface. "Y" in the line and vertical
riser of C.I. pipe.
I.O7 TDffIJRESANDEQTIIPMENT
Install fixtures and/or rough-in according to the fixture schedule.
Secure fixtures to walls and floor or countertops in accordance with
manufacture/s roughing-in and setting requirements and form a rigid installation.
All floor drains connected to the sewer E6tem shall be equipped with trap
primers. Provide Fap primers with backflow prcv€nt€rs and connect to the nearest
cold water piping adjacent to a flushing fixhrc. Install in accordance with
nranufactur€r's recommeNrdations,
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MIDDLE CREEK ATT'ORDABLE HOUSING JIII\[E,2003 15400 - 2
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I 4 #,?'#,ffiTffi'#H:'"Iy*lTx$f;',#ffiithminT
floors.
I 5.
f;;f*l_x|"n*f*le
tumished and installed at all fixtures, for all equipment and at
I i xtrlffil#tr"Hff#;ffi11,**T'ffiH$nl?l"ii"T,#3H;",*,,0*t be insulated with Truebro *Lav Guard" or equivalent.
I B' -,]"-'-sJHH"r'J'"
END OT SECTION
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MIDDLE CREEK AIT'ORDABLE IIOUSING JIINE, 2003 15400 - 3
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SECTION 15600_rrEAT
I.OO GENERAL
I.O1 PIPEWORI(
A. Piping
1.Grade and valve all heating water piping with 314 nch hose end valves to permit
complete drainage of the syst€m. Vent all high points in equipment rooms as
necessary with automatic air vents piped to convenient drain. Atl high points in
system outside of equipment rooms with combination automatic/manual air vents
as required to relieve air in the system.
All buried pipe to be inzulated as per Insulation Section 15250. All buried pipe
shall be zurrounded by 4 inch clean sand.
Heating water piping
a) Copper Pipework Piping may be Type "K" copper for all buried lines
using wrought copper fittings and 1100 degree solder. For non-buried
piping; Type "M" copper, wrought copper fittings and 95-5 solder. All
buried pipe shall be sunounded with 4 inch of cleao sand.b) Wirsbo Hepx may be used for baseboard nrnouts.4. Radiant Floor Serpentine Tubing:
a) All tubing to be cross-linked polyethylene with an oxygen diffusion
barrier. Tubing to be rated for continuous operation of 100 psig and a
temperature suitable for the specific application. Factory manifolds shall
be equipped with manual shut ofVbalance valves for each loop and be
equlpped with zone valves as required. System shall be capable of
withstanding temperatures 1 80 degree F to 230 degree F for limited
periods of time. Lstall piping and manifold in accordance with the
manufacfurer's recommendations.
b) Radiant floorpiping shall be spaced on 9 inch centers and shall be
capable ofproducing 25 btuh/sq.ft. with 135 degree F ewt, 20 degree wtd.
Wirsbo pePex or Stadler, EHT equivalent. Entran and Polyburylene
piping not pernitted.
Valves and Specialties
1. Copper Pipe Valves and Specialties.
Gate Valves: Bronze, Class 125, 200 lb. W.O.G.
Globe Valves: Bronze, Class 125, 200 lb. W.O.G.
Check Valves: Bronze, Class 125, 200 lb. W.O.G.
Balancing Valves: 125 psi W.P. for 250 degreeF service, tight shutoff, Illinois
Dual Purpose Balaocing/ShutoffValve, Hoffcoan, Sarco or equivalent.
Equipment Schedule:
l. See Drawings.
END OF SECTION
2.
3.
MIDDLE CREEK AIT'ORDABLE HOUSING JUNE.2OO3 15600 - 1
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I sEcrroN rssoo-ArRDrsrRrBUTroN
I.OO GENERAL
I r.o1 MATERTAL' AND EerrpMENT
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A' i** r"o shown on the drawings are outside (sheet metal) duct dimensions.
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Ductwork shall be sheet-metal fumished and installed in accordance with the
lalest edition of SMACNA *IIVAC Duct Construction Standards" +/- I inch w.c.
pressure classification, seal class "C"; with galvanized steel fastenen, anchors,
angles, straps, etc.
2. Ductwork Materials
a) All ductwork to be galvanized steel except as otherwise called for. (or
Fiber Glass duct board Johns Manville or approved equal I inch. Note:
all work must be covered by l0 year warranfy and the Closure Systems
must use UL I 81 A-P or A-H tapes.) Seal all seams and joints air tigbt
with United McGill *Uni-Grip" UL listed, water basd non-hardening
elastic sealant or equivalent.
b) Round duct shall be spiral seam, galvanrzed steel. Die stamped or 5 core
elbows. "Snap-LoclC', longitudinal seam duct, or adjustable fittings are
acceptable on individual grille,/diffuser runouts only.c) All laundry exhaust ducts to be watertight construction. Laundry exhaust
ducts routed tlrough unheated spaces shall be innrlated.
B. Acceptable Manufacfurers
l Iow velocity flexible ducts.
Flexible ductwork shall have an outer jacket of fire retardant polyethylene vapor
barrier material, uniform layer of fiberglass insulation, high-strurgth galvanized
steel helix encapzulated in reinforced *Rip Stop' aluminum laminate interior core,
UL listed and labeled, class I air duct. Working pressure rating: pos. 6 inch, neg.
4 inch. Flexmaster type 5 or equivalent.
2. Schedule:
") Supplyductonly.
END OF SECTION
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I sncrroN ls9oo-coNTRolsANDrNsrRuMENTATroN
1.OO GENERAL
I l.or DEscRrPrroN
I A.
$*Htrffi.controt
Svstem: Electric and elechonic controls to comprise a complete
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B' I*t ;iffi#-ith the National Erechic code, and the Etectrical Division of these
specifications.
2. Run wiring in metallic conduit, tubing, or raceways. Exceptions:
a) NEC class 2 low voltage wiring where not exposed to view such as above
suspended ceiling in shafts, etc., may be nrn in cable.b) Wiring enclosed in Temperature Control panels.
c) The contractor shall be responsible for all 120 volt power connections to
control equipment whether or not shown on drawings.3. Wiring - Supervised: All wiring and installation in connection with the automatic
control system to be the responsibility of the Mechanical Division, supervised by
the Control Manufacturer or his representative. Upon completion of the
installation the control manufacturer cir his representative shall link all valves and
dampers and check out the wiring and calibrate controls furnished under this
section.
C. Drawings: Submit shop drawings of equipment, conhol panels and wiring diagrams to the
Consulting Mechanical Engineer for review.
D. Control Se$ings: All control settings are teotative; equipment shall have adjustable
settings.
r 1.02 MATERJALS AI\D EQIIIPMENT
I A. Low Voltage Power: Control devices and panels containing low voltage power sources
I shall comply with NEC Class 2 requirements (cunent limiting), or zupplied with branch
I circuit fusing to limit control circuit current to NEC Class 2. Control transformen; of the
current limiting type, or installed with primary disconnect and overload protection.
I B. ThermostatsI 1. Duct thermostats shall have liquid filled capillary averaging bulbs.2. All thermostats shall have a te,mperature range zuitable for the application and
I f#;|::Tt"
set points. Provide visible scale thermometer on thermostats in
I C. Dampers: Pacific Series 210, Johnson "Proportion-Air", Honeywell "Moduflow lowI hakage", Ruskin 'CD250 Iow Irakage Penn Air Control Damper PBD or OBD or
equivalent.
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MIDDLE CREEK ATT'ORDABLE EOUSING JT]NE.2OO3 15900 - 1
D. Valves
l. Valves in water and antifreeze system shall be sized for not more than 5 psi drop.
2. All valves shall open for full supply water flow from heating generation plant
whenever a loss ofpower to the valves occurs. If valves are involved with a
changeover t5pe operation the valves shall fail to open to the heating water
suPPlY.
E. Freeze Detection Thermostats. Each zupply system with water coils taking outside air
shall have a freeze detection thennostat located on the downstream side ofthe coil.
Thermostats shall be of adjustable electric contact t1pe, silver plated, manual reset with 20
feet flexible ssnsing bulb of increment tlpe with any section capable of actuating
mechanisn on temperature drop below set point, thermostat shall stop fan and close
outside air damper.
F. Thermometers: Provide a 3-112 inch dial, remote bulb thennometer adjacent to each
remote built thermostat, which is not otherwise provided with temperature indication.
Provide thermometer sensing outside air in each equipme,lrt room.
G. Local Contol Panels: Provide local control panels at boilen and Domestic Water Syste,m.
Group these together into one panel when equipment is located in one equipment room,
The panels shall be totally enclosed with hinged door and latch and shall house all
associated thermometers, relays, switches, gauges, etc.
SEQT'ENCE OF CONTROL
A. See drawings.
EI\D OF SECTION
ENDOFDTYISION
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MIDDLE CREEK ATT'ORDABLE HOUSING JTJNE.2OO3 1s900 - 2
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I DTVISION 16 _ ELECTRICAL SPECTFICATIONS
I sncrroN r60r0-ELEcrRrcAL GETvERAL pRovISIoNs
I.OO GENERAL
I 1.or RELATEDD'.TMENT'
I A. The General Conditions, Special Conditions, and Contract Documents are part of
I :ffi'ffiT:*ff*$"ffJ:*#.turther for instructions and be governed bv the
I Loz DEscRrPrroN
A. Worklncluded
l. Work shall consist of fumishing all labor, equipment, supplies and materials,I unless otherwise specified, necessary for the installation of complete electrical
systems as required by the specifications and as shown on the drawings, subject
I to the terms and conditions of the contract. The work shall also include the
I completion of those details of electrical work not mentioned or shown which are
,ra".ttury for the successful operation of all electrical systems.
I B. WorkNot Included
l. Certain labor, materials, and equipment may be fumished under other sections of
I these specifications, by Utility Companies or by the Owner; when tbis is the case,
I the extent, source, and description of these items will be as indicated on the
drawings or as described in the specification.
I r.o3 PRovrsroNsT
A. Work performed under this division of the specifications shall conform to the
requirements of Division l, the electrical drawings, and all items hereinafter specified.I l. Prior to any work being performed under this division, examine architectural,
structural, food servicg civil, mechanical, specialty systeNns, and interior desip
I drawings and specifications. If any discrepancies occur between them and the
I electrical drawings and specifications, report discrepancies to the Architect in
writing and obtain written instructions for the work.
I 2. Electrical drawings are diagrammatic, but shall be followed as closely as actual
I construction of the building will permit.
- 1.04 CODES AND STANDARDS
II A. . The latest editions of the following standards (including supplements and ofiicial
I l'*'ffi?,ffffiffiTJ,:HtrEjl;on
"rr 2. NFPA 72 -National FAeAhmr Code.
3. NFPA l0l - Life Safety Code.
t 4. NFPA I l0 - Emergency Power SystemsI 5. Conform to all applicable State and Local Codes.
6. American National Standards Institute (ANSI).
7. National Electrical Safety Code (NESC).
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MIDDLECREEK JI]NE,2OO3 16010 - I
8. Americans with Disabilities Acts (ADA) and American National Standards
Institute (ANSD I17.
9. NationalElectricalManufacturer'sAssociation(NEMA).
10. Underwriter'sLaboratories(UL).
11. Insulated Cable Engineers Association (ICEA).
12. Uniform Building Code.
13. Uniform Mechanical Code.
14. Uniform Fire Code.
15. Institute ofElectrical and Electronic Engineers (IEEE).
16. Sheet Metal and Air Conditioning Contractors National Association (SMACNA).
B. The complete instalation shall comply with requirements of the utility and telephone
companies furnishing service to this installation. The drawings and specifications take
precedence when they are more stringent than codes, statutes, or ordinances in effect.
Applicable codes, ordinances, standards and statutes take precedence when they are more
stringent or conflict with the drawings and specifications.
1.05 SPECIALREQI'IREMENTS
A. Definitions: "Provide".shall mean "fumish and install". "Fumish" means to supply all
materials, labor, equipme,r:t, testing apparatus, controls, tests, accessories and all other
items customarily required for the proper and complete application. "Install" means to
join, unit, fasten, link, attac[ set up or otherwise connect together before testing and
tuming over to Owner, complete and ready for regular operation. The words "accept" or
"acceptable" denote only that the equipment items are in general conformance with the
design concept of tle project.
B. Drawings:
l. The drawings indicate the general arrangement of circuits and outlets, locations
of switches, panelboards and other work. Drawings and specifications are
complementary to each other. What is called for by one shall be as binding as if
called for by both. Data presented on these drawings is accurate as planning can
be deterrnine4 but accuracy is not gwranteed and field verification of all
dimensions, locations, levels, etc., to suit field conditions is directed. Review all
Architectural, Structural and Mechanical Drawings and Specifications; adjust all
work to conform to all conditions shown therein
2. Discrepancies between different plans, between plans and specifrcations, between
specifications or regulations and codes governing this installation shall be
brouelrt to the attention of the Architect.
r.06 RECORDDRAWINGS
A. Maintain a current set of electrical drawings at the site. Neatly mark all changes and
deviations from the original drawings. Use a color which contrasts with the prints. This
shall be a separate set of drawings, not used for construction puposes, and shall be kept
up to date as thejob progresses and shall be made available for inspection by the
Architect at all times.
B. The Contractor shall mark all record drawings on the front lower right hand comer with a
stamp impression that reads 'RECORD DRAWINGS' or similar.
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IMIDDLE CREEK JTJNE.2OO3 16010 - 2
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I I.O7 PROJEcT/sITE coNDITIoNS
I A. Install work in locations shown on Drawings, unless prevented by Project conditions.I
B. Prior to subrnitting a bid, visit the site ofjob and ascertain all conditiors affecting the
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proposed installation and adjust all work accordingly. Make provisions for these costs.
C. Coordinate the work with that of all other trades. Where conflicts of work occur and
I departure from the indicated arrangements are necessary, consult with other Contractors
I involved; come to agreement as to changed locations and elevations, etc.,
r 1.08 SEQIJENCING AND SCffiDIILING
- A. Construct Work in sequence under provisions of Division 1.
I r.09 SUBMTTTALS
A. Submit under provision of Division I .I
I B. Listing of Equipment: The Contractor shall submit, within thirty days after the award of
the contract, a complete typewritten list ofthose items of equipment which will be
I furnished under this contract. Include the name or description of the itern, name of
I manufacturer, model, type, and catalog number.
I C. Submit five (5) copies of shop &awings, layouts, manufacturefs data, wiring diagrams
I and material schedules that may be requested by the Architect for his review.
I D. Shop drawings and manufacturer's published data shall be submitted for:r 'r ffH:H[:'*-erboards
3. Transformersr i il*f::Hffi1"fl*ogcuts)
6. Fire alarm and detection system
I 2.OO PRODUCTS
T 2.OI STANDARDFORMATERIALS
I A. All materials shall conform to current applicable industry standards. Workmanship and
I neat appearance shall be as important as the electrical and mechaaical operation. All
I electrical materials shall be acceptable for installation only iflabeled or listed by a
nationally recopnized testing laboratory and if accepted by local authorities.
I 3.00 EXECUTTON
3.OI WORI(MANSHIPANDCOMPLETIONOFINSTALLATION
I A. Coordinate electrical equipment and materials installation with other building
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omponents.
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I MTDDLE cREEK JLrNq 2oo3 16010 - 3r
B. Sequence, coordinate, and integrate installations of electrical materials and equipment for
efficient flow of the Work. Give particular attention to large equipment requiring
positioning prior to closing-in the building.
C. Upon completion of work, all equipment and materials shall be installed complete,
thoroughly checked, correctly adjusted, and left ready for intended use or operation. All
work shall be thoroughly cleaned and all residue shall be removed from surfaces.
Exterior surfaces of all material and equipment shall be delivered in a perfect,
unblemished condition.
D. Contractor shall provide a complete installation, including all required labor, material,
cartage, insurance, permits, and taxes.
3.02 CHASES, OPENINGS, CUTTING, AND PATCIIING
A. Carefully lay out all work in advance so as to eliminate where possible, cutting,
channeling, chasing or drilling of floors, walls, partitions, ceilings and roofs
B. All openings made in fire-rated walls, floors, or ceilings shall be patched and made tight
in a manner to conform to the fire rating for the surface penetrated.
C. All penetratioru required through existing concrete construction shall be core drilled at
minimum size required. Precautions shall be taken when drilling to prevent damage to
structural concrete.
3.03 TRENCHINGANDBACKFILLING
A. Perform all trenching and backfilling required by work performed under this Section in
accordance with the excavating and grading specifications as herein specified. This work
shall comply with the requirements of Table 300-5 of the National Electrical Code.
3.04 DELIVERY AND STORAGE OF MATERIALS
A. Arrange and be held responsible for delivery and safe storage of materials and equipment for
electrical installation.
B. Store materials and equipment for easy inspection and checking.
C. Carefully mark and store all materials.
D. Deliver materials to the job site in stages of the work that will expedite the work as a whole.
E. Carefully check materials furnished to this Contractor for installation, and provide receip
acknowledging acceptance of delivery and condition ofthe materials received. Thereafter,
assume full responsibility for its safekeeping until the frnal installation.
3.05 FINAL ACCEPTAIICE
A. Operating manual, parts lists, and indoctrination of opoating and maintenance personnel: Fumish
the services of a qualified representative of the supplier for each item or system itemized below
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who shall instruct specific personnel, as designated by the Owner, in the operation and
maintenance of that item or svstem.
B. Deliver three (3) complete operating manuals and parts lists to the Owner (or his designated
representative) at the time ofthe above required indoctrination. Fully explain the contents ofthe
manuals as part of required indoctrination and instruct the Ownet's personnel in the correct
procedure in obtaining service, both during and after the guarantee period. The operating manual
and parts lists shall give complete information as to whom the Owner shall contact for service and
parts, including the address and phone number.
3.06 IDENTIFICATION
General: Provide the followine services and materials to assist the Owner in ooeration
and maintenance.
Directory Cards, Nameplates and Labels: No temporary markings, which are visible on
equipment, shall remain after the project is complete. Repaint trims, housing, etc., where
such markings cannot be readily removed. Defaced finishes must be refinished. All
engraved metal or plastic nameplates shall be white letters on a black or gray
background. Raised letter type tape shall not be used. No abbreviations in labeling will
be permitted without special approval. All panelboards shall be labeled as designated on
the electrical drawings. Thorougltly clean surface to which pressure sensitive type labels
are applied to assure adherence of label. Directory cards, nameplates, and labels shall
indicate the general area and type of electrical load served by each circuit. Provide the
following types oflabels at these locations.
I . On each feeder switch, combination stader, or circuit breaker located in motor
control centers, main service equipment, tie main switchboard or panelboard,
subdistribution panelboards, and all special equipment housed in cabinets, the
labeling shall be one fourth inch (l/4") minimum height letters.
2. On each separate mounted disconnect and starter for a motor or fixed appliance,
indicate motor or appliance designation, voltage, and phase. (Motor or appliance
desigrrations shall be as given on the Mechanical or Architectural plans.) Use
three-sixteenth inch (3/16') minimum height letters.
3. On all branch circuit panelboards indicate panel designation, voltage and phase.
Use tbree-fourths inch (3/4") minimum height stenciled letters in metal tape or
one-half inch (112") engnved letters on laminated nameplate. Apply to the
inside of each door. All emergency panels and disconnects shall be painted with
red enamel.
4. For all branch circuit panelboard directories, provide neatly typed, removable
cards and protective plastic faces. Spare circuit breakers shall be identified as
such.
5. For all device plates for switches used to control exhaust fans or other equipment,
provide one-eighth inch (l/8') minimum height black filled, engraved letters on
stainless steel device plates.
6. For all exposed conduits, junction boxes, wiring gutters, etc., provide three-
fourths inch (3/a) minimum height stenciled letters, or one-half inch (l/2')
minimum height pressure sensitive labels equal to Brady self-sticking vinyl cloth.
Labels shall be provided at the following locatioru:
a. Entering or leaving panels or switchgear or enclosures.
b. All junction boxes shall be identified as to circuits contained within.
MIDDLE CREEK JIIFIE,2003 16010 - 5
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3.14
7. Underground Utility ldentification: Provide a six-inch (6") wide, yellow colored
plastic tape. Install the tape for the continuous length of all underground primary
raceways provided under this contract. Tape shall be buried not less than twelve
inches (12') below finished grade. Tape shall be Brady "Identoline" or
acceptable and imprinted in large, legible, black letters "Caution - Electrical
Utilities Below".
MECHANICAL EQIIIPMENT WIRING AND CONNECTIONS
A. Fumish, set in place, and wire, except as indicated, all heating, ventilating, air conditioning,
plumbing, fire protection, motors and controls in accordance with the following schedule.
Carefully coordinate with work performed under the Mechanical Division of these specifications.
ITEM FtiRNISnED
T]NDER
SET IN
PLACE OR
MTD.
T]NDER
WIRED
CONNECTED
{JNDER
l. Equipment motors and
thermal overload-
resistance heaters, (3)
MD MD ED
2. Motor controllers.
magnetic staders, reduced
voltage starters and
overload relays.MD ED(l)ED
3. Discormect switches, fused
or unfusd h.p. rated
switches, thermal overload
switches and fuses,
manual operating
switches.
ED(l)ED(l)ED
4. Pushbutton stations, pilot
lights, multi-speed
switches, fl oat switches,
thermostats, control relays,
time clocks, control
transformers, control
panels, motor valves,
damper motors, solenoid
valves, EP and PE
switches and interlock$.MD MD(2)MD(2)
5, Contactors. l20V control
circuit outlets for control
panels and for boiler
controls and for fire
protection controls and
smoke detectors.ED ED ED
6. Duct Detectors,
Fire,/Smoke Dampers, and
Elevator Vent Dampers.MD MD ED(3)
MIDDLECREEK JT]NE.2OO3 16010 - 6
ED=Electrical. Division I 6.
B.
C.
B.
c.
D.
E.
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a. If fumished as part of factory wired equipment, then wiring and connections only
byED.
b. If float switches, line thermostats, p.e. switches, time switches, etc., carry the
FIJLL LOAD CLIRRENT to any motor, the Mecharical Division shall fumish
them. They shall be set in place and connected under the Electrical Division,
except there where such items are an integral part of the mechanical equipment,
or directly attached to ducts, piping, etc., they shall be set in place under the
Mechanical Division and connected by the Electrical Division. If they do not
carry the full load current to any motor, they shall be furnished, set in place and
wired under the Mechanical Division.
c. Wiring from alarm contacts to alarm system by ED; all control function wiring
byMD.
Provide electrical connections to mechanical equipment. Refer to the Mechanical specifrcations
and plans covering sprirkler systems, motor interlocks, switching, etc. Provide wiring, conduit,
outlets and final electrical connections to all equipment.
Where motor controllers are fumished by others, install controller and provide connections at line
and load side of controllers.
D. Where reduced voltage, multiple speed, duplex, triplex, leadJag, pony motor and other unusual
controller types are utilize4 coordinate specific require.ments of motor(s) and controller and
provide required wiring between moto(s) and controller.
E. Provide branch circuits and connections to sump and sewage ejector pump alarm bell system.
Connect to emergency power distribution system.
3.I5 ELEVATORS
Locate equipment and points of connection in elwator machine rooms and elevator pits in
accordance with the requirernents of the elevator vendor and the Authority Having Jurisdiction.
Provide a fused switch or circuit breaker, dedicated 3 phase branch circuit, and power connection
for each elevator. Fused switch or circuit breaker shall be located within elevator machine room.
Circuit breaker rating shall be in accordance with elevator manufacturer's requirements.
Provide a dedicated 120V,201^ circuit with lockable disconnect switch and connection to each
elevator cab for elevator cab lighting and ventilation.
Provide a dedicated circuit and connect to each elevator controller for control power. Circuit
rating shall be in accordance with the elevator vendor's requirernents.
Provide a dedicated circuit for weatherproof lighting fxtures, lighting switches and duplex
receptacles within each elevator pit.
Provide a dedicated telephone outlet for each elevator. Provide and empty 3A" raceway from each
telephone outlet to the nearest telephone backboard.I
I MIDDLE CREEK JI]NE.2OO3 16010 - 7
Provide empty raceways frrom elevator shafis to the elevator conhol aod status pmel(s). Size,
quantity and locatiotl of raceway termination points shell be in accordance with the elwator
vendor's requirements.
EI{D OF SECTION
JrrI{E,2003 16010 - EMIDDLECRDEK
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SECTION I6IOO-BASIC MATERIALS AND METHODS
1.OO GENERAL
1.01 STANDARDS FOR MATERIALS
A. All materials shall conform to current applicable industry standards. Worknanship and
neat appearance shall be as important as the electrical and mechanical operation.
Defective or damaged materials shall be replaced or repaired, prior to final acceptance.
B. All electrical materials shall be acceptable for installation only if labeled or listed by a
nationally recognized testing laboratory and if accepted by local authorities.
C. All electrical equipment shall have a NEMA rated housing suitable for the location
ins'talled.
D. Provide products and materials that are new, clean, free of defects, and free of damage
and corrosiorq unless specifically directed to reuse any existing materials.
2.OO PRODUCTS
2.OI INDTVIDUAL MOTOR CONTROL STARTERS
A. Individual motor controlled starters shall be manufactured by Cutler Hammer, General
Elechic, Siemens, Allen-Bradley, or Square D equivalent, and all starters shall be by the
same manufacturer.
Single-phase manual starters shall consist of a toggle switch, single or double-pole, with
a thermal overload heater element capable of intemrpting the circuit in case of overload.
Install flush or surface mounted as required and specified.
Formotors of :/agp to 25HP, provide full voltage, non reversing, (FVNR) magnetic type
combination individual motor starters (switch type, fusible or non-fusible as required)
having undervoltage release, two-wire (maintained contact), automatic restarting control,
and a trip-free, therrnal ovedoad relay in each ungrounded phase conductor, or the
manual reset t1pe. All contacts shall be maintenance-free, double-break, solid silver
cadmium oxide alloy. Starters shall be desigrred to allow installation of auxiliary contacts
without removing the starter from its enclosure. Contactor coils and control circuit
devices shall be suitable for operation with 120 volt control power. Provide control
power transfomrers, arranged to deenergize the control circuits whe,never the operating
power supply to the particular equipment is disconnected. Control circuit conductors
shall be protected in accordance with National Electrical Code Article 430-72. Provide
hand-off-automatic switches on the starter face for all feahres. The hand position shall
not bypass firestats or other safety features. Provide one normally open and one normally
closed arxiliary contact for each starter.
Each three-phase motor rated 7.5 hp and larger shall have a phase monitor and control
relay, wired to protect against under voltage, phase failure, and phase reversal conditions.
Phase monitors and relavs shall be intesal with the starter enclosure.
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MIDDLE CR.EEK JI]NE.2OO3 16100 - 9
2,02 RACEWAYS
A. Provide raceways as required for all electrical systerns.
B. Plastic coated conduit shall be rigid steel conduit having a 0.030 inch minimum
thickness; factory bonded PVC jacket.
C. Electrical metallic tubing (EMT) shall be galvanized on the outside and coated on the
inside with a smooth hard finish of lacquer, vanrish or enamel. EMT shall comply with
UL Standard UL797 and ANSI C80-3. EMT fittings shall be steel compression gland
t1pe. Two and one half inch (2-l/2') and larger may be steel setscrew bpe. Where a
grounding conductor is pulled, set screw type fittings of any size are allowed.
D. Flexible conduit shall be galvanized steel with steel fittings as manufactured by Triangle.
Liquid tight flexible conduit shall be Acaconda, Carol or Gould, with Appleton "ST'
connectors, or equivalent. One-half inch (l/2") minimum trade size; except that three
eighths (3/8") minimum trade size will be acceptable for recessed fixtures only.
Surface raceways shall be Wiremold or equivalent. Raceways, elbows, fittings, outlets,
and devices shall be of the same manufacturer, and designed for use together.
Wireways, where indicated on the drawings, shall be hinged cover type, sized as
indicated; complete with elbows, tees, connectors, adapters, etc. All parts shall be factory
fabricated and of the same manufacturer, and designed for use together.
G. Rigid, heavywall, Schedule-40, polyvinyl clrloride @VC) plastic conduit, for direct burial
5hall meet requirements of Underwriters' Laboratories. All offsets and ells shall be rigid,
galvanized steel conduit having a 0.030 inch minimum thickness, factory bonded PVC
jacket, using a prejacketed couplings to provide substantially watertight jacketing systern.
H. Flexible Metal Cable:
l. Formed of one continuous length of spirally wound electro galvanized steel strip.
Use for wiring in all concealed locations. Type MC for panel and switchboard
feeders. Cable sizes as required.
2. Ftexible Metal Conduit Fittings: Squeeze or screw tn)e galvanized malleable iron
or steel with nvlon insulated tlroats.
2.03 OUTLETBOXES
A. Outlet boxes shall be constnrcted of zinc-coated or cadmium plated sheet steel.
B. Tile boxes shall be Steel City GW or equivalent.
C. All boxes provided shall be of sufficient size to accommodate the number of conductors
entering the box in addition to the devices installd in the box, per the National Electrical
Code.
D. Equip fixture outlet boxes with three-eighths inch (3/8) frxture studs.
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2.04 JUNCTION BOXES, PULL BOXES, AND CABINETS
Junction and hrll Boxes
l Construct junction or pull boxes not over 150 cubic inches as standard outlet
boxes. and those over 150 cubic inches the sarne as "cabinets". with screw covers
of the same gauge metal. Removable covers must be accessible at all times.
Mount per "Outlets" Section.
Provide a standard access panel having a hinged metal door neatly fitted into a
flush metal trim, where a junction box or equipment is located above firrred
ceilinss or in finished walls.
B.Cabinets
l.Cabinets shall meet National Electrical Code requirements, be of standard make,
LIL labeled, of sheet steel with corrosion resistant finish, and with ample space
for all wires, connections and equipment. Provide each cabinet with a door and
flush catch and lock. All locks shall be keyed alike. Fumish the Owner with two
(2) keys per panel.
Cabinet fronts shall consist of sheet steel panels with hinged doors. Fronts for
flush cabinets shall be approximately three-fourths Qla) larger on all sided than
cabinet and set so the front will rest firmly against the finished wall surface.
Provide suitable devices for securing, supporting and adjusting panelboard
interiors and fronts. Cabinets shall be arranged to provide a wiring gutter not less
than three inches (3") (larger where specified by the National Electric Code).
C. Boxes ald cabinets shall be weatherproof construction wherever applicable.
2.OS WIRSAI\DCABLE
A. Conductors shall be in accordance with the applicable sections of UL and IPCEA
F.
Standards. Minimum conductor size shall be No. 12 AWG for light and power, and No.
14 AWG for control, unless noted otherwise on the drawings or in the specifications. No.
l0 AWG and smaller shall be solid, and No. 8 AWG and larger shall be stranded.
Voltage range 0 - 24: High conductivity copper, thermo-plastic insulation, 300 volt
rating.
Voltage range 24 - 600: High conductivify copper, moisture-resistant thermo-plastic
insulation, 600 volt 75"C rating for general use. For HID fixtures and wiring within 3
inches of fluorescent ballasts wire shall be copper, minimurn 90'C rated. Sizes indicated
are for installation in a maximum 30"C ambient. Conductor ampacitv shall be derated for
higher ambient installations.
Aluminum wire and cable shall be terminated at switches, lugs, circuit breakers, etc. with
Mac-adapt series "MPT" machine compression adapters or equivalent.
Terminating fittings or connectors shall be a type suitable for the specific cable furnished.
lnsulation: Conductor insulation types shall be rated for wet and dry locations (unless
specifically noted otherwise) and shall be accepted by the National Electrical Code for
the particular application. Wire and cable shall have the following (or better) insulation
classes:I
I MIDDLE CREEK JI]NE.2OO3 16100 - 11
1 Wiring in high tenrperature areas, where the temperature will exceed 165"F, shall
be rated 105'C (221"F) minimum, and a type accepted by local code. This shall
include any wiring withinthree feet (3'-0') horizontally or ten feet (10'-0")
above any boiler or heating appliance.
Wiring installed in floor slabs on earth fill, in conduit in fill under floor slabs,
and wiring to exterior fixtures, devices, outlets, etc., subject to weather, Type
THW.
Feeders and other wiring No. 4 AWG and larger, Type TIIW.
Other wiring No. 6 AWG and smaller, Type TW.
G.Color Coding:
Wiring for control systans to be installed in conjunction with mechanical and
miscellaneous equipment shall be color coded in accordance with the wiring
diagrams furnished with the equipment. Branch circuit wiring, including circuits
to motors, and all feeders shall be coded by line or phase as follows:
Wire No. 2 AWG and smaller shall be factory color coded. Wire No. I AWG
and larger may be color coded by field painting or color taping of six inch (6')
length ofexposed ends.
120/208 Volts
A : Black
B:Red
C = Blue
Neutral: White
Ground : Green
Switch Travelers : Pink Switch Travelers : Pumle
H. Wire pulling lubricant shall be equal to Ideal "Yellof'or Dow-Corning "Compound #4".
METAL CLAD CABLE _ TYPE MC
A. Steel metal clad cable, Type MC, employing circuit conductor #14 to #2 AWG, solid or
stranded copper with THHN insulation, an insulated green grounding conductor and
galvanized steel interlocked armor cladding. The cables shall be suitable for use in dry
locations at temperatures not exceeding 90oC on AC circuits up to 600 volts in
accordance with NEC., Article 334. The cable shall be one and two hour fire rated per
ANSVUL 1479 for use in wall, ceiling and floor assemblies.
B. Circuit conductor color coding shall be: 2/C - black, white; 3/C - blacl white, red; 4lC -
blaclq white, red, blue. The grounding conductor in each cable shall be green
C. A galvanized steel interlocked armor shall be applied over the cable core complying with
the requirernents ofUL Standard 1569.
D. Only UL compatible fittings shall be used.
WIRE CONNECTIONS
A. No. 6 AWG and larger wire: Connectors and lugs shall be solderless or compression
type, Blackburn, Burndy, Penn-Union, T&B, or equivalent. No. 8 AWG and smaller
wire: Twist tight and apply insulated pressure connectors. Connectors shall be pressure,
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IMIDDLE CREEK JUNE.2003 16100 - 12
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I copper (steel not acceptable), splice caps with nylon insulator as manufactured by
Buchanan, Ideal, T&B, or 3-M.
I 2.08 SAFETY AND DISCONNECT SWITCHES
I A. Provide enclosed, fusible or nonfirsible safety switches where indicated and herein
I specified. Safety switches shall bear UL label and each enclosure shall be the NEMA
type suitable for the surrotmding area and conditions. Switches shall be minimum normal
I duty, horsepower rated, and shall have quick-break mechanisms. Switches used on motor
I circuits shall have adequate horsepower ratings for the motors served.
I B. Safety switches employed as motor disconnect devices for two (2) or more loads shall be
I of the fusible type for rejection type tuses.
C. Heavy-duty industrial fype safety switches shall be used for 480 volt application and shall
be horsepower rated with quick-make, quick-break mechanisms and interlocked covers.I
D. Switches shall be as manufactured by Cutler-Hammer, General Electric, Siemens,
Square-D, or equivalent, and all switches provided shall be by the same manufacturer.
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2.09 FTJSES
I A. Fuses shall be as manufactured by Bussmann, Gould-Shawmut, or Little Fuse.
I B. Fuses for application under 600 volts and rated at 600 amps or less shall be as follows:I ' H;{,?tr''T,:i1ffii,'ilJffiT:1Tfuf,Hfr#ffiTft,[:"0"
Bussmann "Fusetron" or equivalent unless noted otherwise on the drawings.r 2
l::*,11l;'.H:il:"Ji::;ffi','.?i:n:J,"1,?13''l:?"trffi1,T:"'mjsn'
on the drawings.
I C. Fuses for application under 600 volts and rated larger than 600 amperes shall be as
follows:
l. For fuses in the main service equipment, except for motor circuits, provide
current limiting, 200,000 rms amperes symmetrical intermpting capacity,
Bussmann "Limitron" or equivalent unless noted otherwise on the drawings.2. For all other fuses, provide current limiting, 200,00- rms amperes symmetrical
intemrpting capacity, Bussmann "Limitron" or equivalent unless noted otherwise
on the drawings.
D. Control Fuses shall be Bussmann one-time nonrenewable fuses.
I 2.10 wrRrNG DEvIcEs AND DEvrcE pLATEs
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A. Provide the following devices where indicated on the drawings. Devices shall be ivory
color. Types or devices other than those listed below shall be of the same standard or
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MIDDLECREEK JTJNE,2003 16100 - 13
quality. The catalog numbers and manufacturers listed are intended to indicate the fype
and quality. Residential grade devices and plates shall be as manufactured by Arrow-
Hart, Bryant, Hubbell, Leviton, Pass and Se)'rnour, or as equivalent. Devices shall have
screw type terminals.
l.Receptacles: Where special receptacles are required, veriff the exact type
required to mate with equipment cord-caps before ordering. Receptacles and
plug confrgurations shall conform with NEMA Standards for amperage and
voltage classification and shall comply with NEMA WD-l and UL 20 tests.
a. Groundingtypeduplexthroughout: [Hubbell'Styleline"].b. Duplex weatherproof receptacle shall have integral ground-fault
protection Hubbell GF5262 with 5210 cover.
c. Rangeoutlet: Hubbell 7962.
d. Dryer outlet: Hubbell 9350.
e. Special outlets: As indicated on the drawings.
Lampholders:
a. Keyless: Pass and Srymour I10.
b. Fullchain: Pass and Seymour 33.
c. Provide 100W, 130v lamps unless otherwise noted.
Switches: Switches, unless noted, shall be the a-c, tumbler, quiet type; 20A
Hubbell Styleline series. Switches shall be fully rated for either inductive or
incandescent loads. Key switches shall be Leviton I l21L series.
4. Device Plates: Provide a device plate for each outlet to suit the device installed
and blank plates or covers for junction boxes or empty outlets. (Flush device
plates shall be satin brush finish stainless steel, 0.030 inch thick) and provided in
garages, mechanical and electrical rooms and utility areas. (Flush device plates
shall be high abuse nylon, Bryant 88000 Series or equivalent) and provided in all
public, retail and residential areas.
a. Device plates shall be as manufactured by any ofthe manufacturers
listed above for devices.
b. Device plates shall be one-piece type and a shape suitable for the devices
and outlets installed. Sectional device plates will not be permitted.
Where exposed wiring is permitted, device plates shall be galvanized.
o. Provide blank plates for all unused telephone outlets. Finish shall match
other plates in area.
d. Telephone plates shall have bushed center or telephone jack opening.
2.II SIJPPORTS AI\D HANGERS
A. Brackets or hangers shall be Binkley, Elcen, Super-Strut, Unistrut, oras accepted.
3.OO EXECUTION
3.OI MOTORCONTROL
A. Thermal overload relays shall be set at one-hundred fifteen percent (l l5%) ofthe
nameplate firll load motor current for 40oC rise motors.
B. Dual element fuses shall be sized at one-hundred fifty percent (150%) of nameplate full
load motor current.
3.02 CONDUIT SYSTEMS
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A.General:
Provide conduits as required below for all systems, unless noted. The cut ends of
all conduits shall be reamed properly to prevent damage to conductor insulation.
Conduit sizes not noted on the drawings shall be in accordance with requirements
of the National Electrical Code, Table 3C, (except flexible corurections for
lighting fixtures, use Table 350-12) for the quantities and sizes of wire installed.
Where nonmetallic conduit is utilized, the Contractor shall provide sizes as
required to conform with the fill requirements calculating the grounding wire as
an additional insulated conductor.
Securely fasten all conduits. Embedded conduit shall be securely tied in place to
rebar and/or wire mesh.
Lay out work in advance to avoid excessive concentrations of multiple conduit
nms.
Locate conduits so that the strength of structural members is unaffected and the
conduits do not conflict with the services of the other trades. Install one-inch
(1") or larger, conduit in or through structural members (beams, slabs, etc.) only
when and in a manner accepted by the Architect.
B.Above Grade Conduit Installation
l.Above-Grade: Defined as the area above frnished grade for a building exterior
and above ttre bottom floor slab for a building interior. Installation ofall
materials for above-grade conduits shall conform with the following:
a. Install conduits concealed except at surface cabinets, motor and
equipment corurections, and in mechanical equipment rooms. lnstall a
minimum of six inches (6") from flues, stearn pipes or other heated lines.
b. Provide flashing and counter-flashing for waterproofing conduits,
outlets, fittings, etc., that penetrate the roof. Route all (exposed or
concealed) conduit as high as possible, parallel or perpendicular to
building lines using right-angle tums and symmetrical, concentric bends.
c. Support all horizontal and vertical runs of conduit a minimum five feet
(5'-0') on center from structural members by using Unistrut and/or
Brady clips manufactured for securing conduit.
d. Provide sleeves in forms for new concrete walls. floor slabs and
partitions for passage of empty three-fourths inch (3/A) conduit for
every four (4) spares, spaces or unused poles of each flush mounted
branch circuit panelboard. Terminate these empty three-fourths inch
(3/4') conduits in a junction box whiclq after construction is complete, is
accessible and will enable future branch circuit extensions from the
panel.
e. Provide conduit expansion joints with necessary bonding conductor at
building expansion joints where required to compensate for conduit or
building thermal expansion and contraction.
f. Terminate conduits one and one-fourth inch (l/4') and larger with
insulated bushings or raintight cormectors with insulated throats.
Electrical metallic tubing @MT) may be installed as follows:
Concealed locations in flrned walls or ceilings.
Embedded in above-grade concrete walls and floor slabs.
Exposed, when at least five feet (5'-0') above floor.
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d. EMT fittings shall be steel compression gland type for EMT two inches
(2') and smaller. Setscrew steel fittings will be equivalent for larger
sizes. All fittings shall be made up wrench tight.
3. Flexible metal conduit shall be provided in sufficient (minimum 2'-0'),
maximum of 6'-0') lengths for:
a. Makeup of motor or equipment and raceway connections where isolation
of sound and vibration transmission is required. For these equipmant
connections in locations exposed to weather or in interior locations
subject to moisture, liquidtight flexible conduit shall be used.
b. Connections to recessed lighting fixtures.
c. In remodel areas where raceways must be fished in existing walls and
ceilings as specified by the Engineer.
d. All lengths of flexible metal conduit (including liquidtight) shall contain
a separate grounding conductor as outlined under "Grounding".
4- Surface Raceway: Surface wiring permitted in the finish areas in the existing
portion of the building shall be enclosed in surface raceway as specified by the
Ensineer.
C. Below Grade Conduit Installation:
l. Below-Grade: Defined as the area below finished grade for a building exterior
and below or within the bottom floor slab for a building interior and within
exterior building walls that are below grade. Below-grade conduit terminated
under main service equipment, padmounted transformers, etc,, above floor slabs
and equipment foundations shall project two inches (2") minimum above floor or
foundation finish to prevent water entry. Install exterior underground conduits
thirty inches (30") minimum below finished grade.
a. Non-Encased Conduit: Unless specifically noted on the drawings for
concrete encasernent, provide rigid PVC conduit for installations in or
below slabs-on-grade, in earth, or in gravel. Offsets and ninety-degree
elbows shall be rigid, galvanized, steel conduit with a 0.030 inch
minimum thickness, factory bondd PVC jacket and pre-jacketed
couplings to provide substantially watertight jacketing.
b. For multiple runs of conduit, provide plastic spacers on maximum ten
foot (10'-0") centers to maintain horizontal and vertical spacing ofthe
conduits.(l) Joints shall be solve,nt welded in accordance with the
manufacturer's recommendations.
(2) Ducts, fittings, elbows and cement shall be produced by the same
manufacturer.
3.03 OUTLETS
A. The exact location of outlets and equipme.nt shall be governed by structural conditions
and obstructions, or other equipment items. When necessary, relocate outlets so that
when fixtures or other devices are installed, they will be symmetrically located according
to the room layout and will not interfere with other work or equipment. Veri$ final
Iocation of all outlets, panels, equipment, etc., with Architect prior to rough-in. Where
frxtures are mounted on or in an accessible type ceiling provide a junction box and
extend flexible conduit to each fixture. Outlet boxes in frnished ceilings or walls shall be
fitted with appropriate covers, set flush with the finished surface.
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Where more thao one switch or device is located at one point, use gang boxes and covers,
unless otherwise indicated. Provide barrier partitions between adjacent switches located
in the same box when voltage between switches exceeds 300 volts. Sectional switch
boxes or utility boxes will not be permitted.
ln lieu of grounding separate or isolate section boxes, the Contractor may provide factory
prewired, pigtailed switches; Sierra 5400 series or equal, ganged in a common outlet box.
Partitions having grommeted hole between sections are also acce,ptable.
Back-to-back outlets in a wall, or "Through-wall" type boxes are not permitted. Provide
minimum twelve-inch (12') long nipple to offset outlets shown on opposite sides of a
common wall to minimize sound transmission.
Mounting Heights: Dimensions given are from hnished floor to centerline of outlets.
Adjust heights of outlets in masonry walls to correspond with consistent brick or block
courses. Outlets in block walls shall be installed in the core of the block. (Notations on
the drawings supersede the following):
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Wall switches
Convenience outlets (long axis horizontal
With grounding pole on right side)
Kitchen and workroom wall outlets
(Field verifu height ofbacksplash)
Panelboards (to top of trim)
Standard telephone outlet (long axis horizontal)
Wall mounted telephone outlet
Wall mounted shelf-type payphone outlet
Fire alarm horns
Fire alarm stations
Clock outlets
or as noted
Wall speaker outlets
or as noted
3 ft. 8-inches
* l-ft. 0-inches
*zl-ft. 0-inches
6-ft.3-inches
l-ft. 0-inches
4-ft.O-inches
4-ft.O-inches
7-ft.6-inches
3-ft. 8-inches
7-ft. O-inches
7 ft.0-inches
14. *Except over counters, benches, special equipment, baseboards, fm-tube
radiators, etc., where they shall be at a height to prevent interference to service
equipment or as noted on the drawings).
3.04 CABINETS AI{D PANELBOARDS
Cabinets shall be set rigidly in place with fionts straight plumb. Center panelboard
interiors in panelboard door opening and adjust dead fronts fully outward to meet the
trim.
3.05 WIRE AAID CABLE
Provide a complete systern of conductors in raceway systems. Wiring shall be routed
through an accepted raceway regardless of voltage application. Branch circuits whose
length from panel to first outlet exceeds seventy-five (75'-0') for 120 volt cAcuits shall
be No. l0 AWG, or larger, as required to limit voltage drop to 3o/o,
All wire shall be insulated for 600 volts. Wire sizing noted on drawings shall extend for
the entire length ofa circuit (e.g. taps and risers up lighting poles) unless noted.
MIDDLE CREEK JIJIYE.2OO3 16100 - 17
C. Install wire in raceways in strict conformance with the manufacturer's recommendations.
Use an accepted wire-pulling lubricant. Strip insulation so as to avoid nicking wire.
3.06 WIRE AIYD CABLE CONNECTIONS
A. General: Terminating fittings, connectors, etc., shall be a type zuitable for the specific
cable furnished. Fittings shall be made up tight. Make up all terminations in strict
conformance with manufacfurer's recommendations using special washers, nuts, etc., as
required.
B. Connectors and Lugs: Splices and connections shall be made as follows:
l. Connect No. 6 AWG and larger wire to panels and apparatus with properly sized
solderless or compression lugs or connectors.
2. Connect No. 8 AWG and smaller wire by twisting tight, then applying wire-nut
or presswe connectors.
3. Flashover or insulation value ofjoints shall equal that of the conductor.
Connectors shall be rated at 600 volts for seneral use and I,000 volts for use
within fixtures.
3.07 SAFETY AI\[D DISCOI{NECT SWTICIIES
A. Install safety and disconnect switches in general area or on equipment and accessible to
maintenance personnel. Secure switches firmly to supporting sfucture with acceptable
fasteners. Verifu size of switches for each installation. Where practicable, switches shall
be mounted so that the top of the switch is six feet, three inches (6'-3") above the finished
floor or surface.
3.08 MOTOR CONTROLLERS
A. Install in accessible locations to serve respective motor, and where high ambient
ternperatures will not affect overload relay calibration. Controllers shall not be located
on roof, regardless of plan notation. Provide controllos having ambient temperature
compensated overload relays for all controllers installed where the maximum ambient
temperature will exceed I 15oF, or as noted.
3.09 WIRING DEVICES
A. tnstall wiring devices of the types indicated on the drawings. All connections shall be
made up tight and the devices set plumb. Use care in installing devices in order to
prevent damage to the device and the wires in the outlet box.
B. Device Plates: Provide a device plate for each outlet to suit the device installed and
install blank plates or covers for junction boxes and empty outlets.
3.10 St]PPORT Ai{D HANGERS
A. Support and align all raceways, cabinets, equipment, transformers, boxes, fixtures, etc., in
an accepted manner and as herein specified. Support rulceways on acceped types of wall
brackets, specialty spring steel clips or hangers, ceiling trapeze hangers, or mallable iron
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3.11 FtisEs
straps. Plumbers perforated straps and twisted iron wire not permitted. Do not zuspend
raceways or equipment from ductwork, or from steam, water, or other piping, but provide
independent and secure support methods. Provide toggle bolts or expansion (spider type)
anchors in hollow masonry units; lead expansion shields in solid masonry or concrete (or
preferably use preset bolts in concrete); machine screws, bolts, or welding on metal
surfaces; and wood screws on wooden construction. Note: Nails, of proper type, may be
used for anchoring in wooden construction, in lieu of screws, only where rigid support
will be provided by their use
Where suspended ceilings are twenty-four inches (24') or more below the structure (bar
joists, concrete, etc.), provide independent support from the structure for all raceways.
Where a space less than twenty-four inches (24') to the suspended ceiling occurs, the
suspending wires or hangers may be utilized to support conduits of three-fourths Q/a\,
or less, trade size. Mount conduits above any accessible type ceiling at a height sufficient
to permit relocation of recessed fixtwes to any location. Racking of conduits will not be
permitted from ceiling suspension wires.
Provide accurately calibrated fuses of the correct capacity for overcurrent protection for
all circuits utilizing fused protective devices. Fuses shall be rated for voltages at which
they are to be applied. Paralleling of liises will not be permitted. Fuses shall be properly
coordinated and by the same manufacfurer.
Provide two (2) spare sets of thee (3) fuses for every fuse size installed.
Provide a metal cabinet with a hinged door and shelves, or holders, for neatly storing
boxed fuses. Mount the cabinet near the main service equipment. Label "Spare Fuses"
on face of cabinet.
3.I2 CONDOMINIIJM/APARTMENTBRANCHCIRCIJITING
The minimum circuiting requirements outlined under this section are intended to
establish the condominium/apartment branch circuit system. The requirbments include,
but are not limited to:
l.Branch circuits for receptacles shall be on 20 amp, single pole circuit breakers
with #12 conductors. No more than eight (8) duplex receptacles shall be on any
one branch circuit. Circuits serving bathroom GFI receptacles may serve lighting
but shall not serve any other receptacles. Lighting branch circuit shall not be
loaded to more than 70% of breaker rating, in effect, I 4 amps per circuit.
Provide two (2) small appliance circuits in addition to the two (2) required per
NEC requirements in the kitchen.
Provide GFI receptacles in kitchen, batlrrooms, garage, exterior, etc. per NEC
require,ments.
Increase ampacity of branch circuit conductors for continuous loads, motor loads,
water heaters, etc. per NEC requirements (e.g. 1.25 x motor full load arnps).
Provide spare circuit breakers in all load centers: 20oZ of total number of
breakers in associated load center for spare capacity.
Provide spare circuit breaker space in all load cent€rs: 20% of total number of
breakers in associated load center for spare capacity.
MIDDLE CREEK JUNE.2003 16100 - 19
7.
8.
Include one (l) 1500 VA laundry circuit aod if specified dryeris not gas, and
provide one (l) 5000 VA dryer ctucuit.
Provide over-currcnt p'rotection and conductors for applimces and equipment
based on manufacturer's reommeodations aad naoeplate rating of equipmert to
be served"
ENDOFSECTION
16100 - 20MIDDLECREEKJLINE,2003'
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SECTION 16400_.SERVICE & DISTRIBIITION
I 1.OO GENERAL
I 1.01 ELECTRICAL SERVICE
T A. The service will be 208Y/120 volts, three-phase, four-wire and will be available at the
secondary terminals of padmounted transformer.
r Loz SWTTCmoARDANDPANELB0ARDS
I A. Switchboard and panelboards shall be designed, tested and assembled in accordance withI the applicable standards of the American National Standards Institute (ANSD, the
National Electrical Manufacturer's Association NEMA) and the Underwriter's
Laboratories (tJL).I
B. Submit complete shop drawings with outline dimensions, descriptive literature and
I complete description of the frame size, trip setting, class, and intemrpting rating of all
I breakers. Available spaces shall be identified.
I 1.03 METERING FACILITIES
I A. Metering equipment shall be an integral part of the main service equipment.
I 1.04 EMERGENCYANDEXTTSYSTEM
- A. The emergency and exit system shall be in conformance with Article 700 of the National
Electrical Code and Article l0l of the National Fire Protection Association NFPA).I
2.OO PRODUCTS
I 2.OI ACCEPIABLEMAI{UFACTURERS
t A. Cutler-Hammer, General Electric, Siemens, or Square D. Panelboards, main switchboard
I and/or motor control centers shall all be of the same manufacture.
r 2.02 METERINGFACILITIES
r A. Meters, meter bases, current and potential transformers are to be fumished by the utility
company.
I 2.03 GROUI\DING
I A. Waterpipe ground clamps shall be T & B Series 3900.I
B. Ground rods shall be copper clad metal, three-quarter inch by ten t@t (3/4" x l0L0')
long.
C. Ground bus bars shall be a minimum of 12 inches long by 3 inches high constnrcted of a
drilled copper bus on stand off insulators.
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MIDDLE CREEK JUNE.2OO3 16400 -21
PANELBOARDS AND LOAD CENTERS
A. Panelboards and loadcenters shall be of the ratings and configurations shown on the
Drawings. Panelboards, loadce'nters and overcurrent protection devices shall have a
minimum short circuit rating as specified herein or greater where indicated on the
Drawings.
l. 2401120 and 208Y/120 volt branch loadcenters: 10,000 RMS symmetrical
amperes minimum interrupting capacity.
2. 2O8Y /120 volt branch panelboards: 10,000 RMS symmetrical amperes minimum
intemrpting capacity.
3. 2O8Yll2} volt distribution panelboards: 18,000 RMS symmetrical amperes
minimum intemrpting capacity.
B. Enclosures shall be corrosion resistant galvanized (zinc finished) sheet steel. Fronts shall
be cold rolled steel, finish coated with ANSI 6l grey enamel over a rust inhibitor. Panel
locks shall be keyed alike. Recessed flush mounted panels shall have overlapping front.
C. Doors for branch loadcenters and/or panelboards shall be one piece bolt on front with a
lockable hinged door over tlre overcurrent protection devices.
D. Space for future devices shall include all necessary bus, supports, and connections.
E. Bus bars shall be sequence phase4 rigrdly supported by high impact resistant, insulated
supporting bus assemblies to prevent vibration and resulting damage when subjected to
stress, vibration, or short cLcuits. Solderless terminations shall be suitable for either
copper or aluminum wire or cable.
Bus bars shall be of the ampere rating shown on the Drawings. Bus bars shall be plated
aluminum or copper sized in accordance with UL standards to limit temperature rise on
any curent carrying part to a maximum of 65 degrees C above an ambient of 40 degrees
Cmaximum.
Neutral bus shall be ful1 size. Neutral bus shall be 2O0Vo rated when supplied from an
oversized neutral conductor. Neutral bus shall be capable of terminating one conductor
per pole position minimum.
Provide a equipment ground bus in each loadcenter and/or panelboard. In addition to the
equipment ground bus, provide a copper isolated ground bus when supplied from a feeder
that includes an isolated grounding conductor. Each ground bus shall be capable of
terminating one conductor per pole position minimum.
Provide sub-feed or feed through lugs for loadcenters and /or panelboards that feed a
additional panel without an overcurent protection dwice.
Loadcenters:
I . Panels in residential units only shall be load centers.
2. Maximurn allowable physical dimensions: 16 inches wide by 4 inches deep per
section.
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Branch Circuit Panelboards: Maximum allowable physical dimensions: 24 inches wide
by 6 inches deep per section.
Distribution Panelboards: Maximum allowable physical dimensions: 44 inches wide by
12 inches deep per section.
All loadcenters and panelboards shall use molded case circuit breakers:
1. Completely sealed enclosure. Toggle type operating handle. Trip ampere rating
and ON/OFF indication clearlv visible.
2.
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Themral-magnetic trip-free, trip-indicating, quick-makg quick-breal with
inverse time characteristic. Single-handle and common trippbg on multi-pole
breakers.
Extemal handle shall be suitable for locking in the OFF position.
Silver alloy contacts with auxiliary arc-quenching devices.
Breakers for lighting circuits shall be SWD rated.
Provide main breakers in panelboards served from transformers.
Shunt trip breakers shall be supplied with l20V AC coils.
2-05 MAIN SWITCHBOARI)
Switchboard shall be a completely self-supporting structure of the required nunrber of
vertical sections bolted together to form one (l) metal-enclosed rigid switchboard (90"
high). The sides, top and rear shall be covered with removable screw-orq code-gauge
steel plates. Switchboard shall include all protective devices and equipment as listed on
the drawings with necessary intercormections, instrumentation and control wiring.
All steel surfaces shall be chemically cleaned and treated to provide a bond between paint
and metal surfaces to help prevent the entrance of moisture and formation of rust under
the paint filnq finish coated with ANSI 6l grey enamel. The switchboard exterior shall
have a high tensile strength and have a suitable protective finish.
Switchboard shall be provided with adequate lifting means and shall be capable of being
rolled or moved into installation position and bolted directly to the floor without the use
of floor sills.
The switchboard shall be of construction with depth necessary to accommodate the
equipment, but not greater than forty-eight inches (48"). All vertical sections shall align
in front and rear. Provide full-height wiring gutter covers for quick access to wiring
terminals. The sections shall be minimum fifteen inches (15') deep. Where called for on
drawings, "space" shall mean to include all necessary bus, device supports and
corurections.
A-B-C type bus arrangement, left-to-right, top-to-bottom and front-to-rear shall be used
throughout to assure converrient and safe testing and maintenance.
Bus bars shall be plated copper or aluminurn based on ANSI standard temperature rise
criteria of65 degrees C over a 40 degrees C ambient (outside the enclosure). In addition
to f,rll UL air clearances, bus shall be insulated with a minimum of 5 mil thickness of
epoxy resin coating. Provide removable non-PVC boots for access to the cross bus joints
for insoection and maintenance.
I MIDDLE CREEK JUITE.2003 16400 -23
G. Bus bars shall be of the ampere rating (continuous) shown on the Drawings. Neutral bus
shall be firll s2e. Provide a 33% minimum copper ground bus, extending along the firll
length of the switchboard.
H. Horizontal bus shall be full size, tapered bus is not permitted. Provide bolt holes drilled
and tapped for futwe extension at the end ofbus bars including neutral and ground bus so
that the addition of a future section would require only the installation of standard bolted
splice plates.
L Small wiring, necessary fuse blocks and terminal blocks within the switchboard shall be
furnished when required. All groups of control wires leaving the switchboard shall be
provided with terminal blocks with suitable numbering strips.
J. If required, the main protective device shall be individually mounted. The distribution
branch protective devices shall be group mounted with front coverplate and necessary bus
connection straps and have line and load cormections accessible from the front only.
K. Protective devices shall be modular sized and so arranged as to be individually removable
and readily interchangeable from the front ofthe switchboard. Each device shall be
provided with large visible means of ON-OFF identification. Circuit breaker extension
handles shall have ampere size indicators.
L. Circuit breakers shall be molded case t)?e, having circuit intemrpting capacity and
ampere ratings as indicated ott ts almwings:
I . Completely sealed enclosure. Toggle type operating handle. Trip ampere rating
and ON/OFF indication clearly visible.
2. Thermal-magnetic trip-free, trip-indicating, quick-make, quick-break, with
inverse time characteristic. Single-handle and common tripping on multi-pole
breakers.
3. Extemal handle shall be suitable for locking in the OFF position.
4. Silver alloy contacts with auxiliary arc-quenching devices.
5. Provide main breakers in panelboards served from transforrners.
6. Shunt trip breakers shall be supplied with l20V AC coils.
7. Main circuit breaker shall be UL listed for continuous operation at 100% rated
load.
AUTOMATIC TRANSFER SWITCH
A. Provide at NEMA I (enclosed) (open-mounted in panelboard) automatic transfer switch
and install as indicated on the drawings. This switch shall be ASCO Bulletin 940, or
Russelectric RMT series, sized in accordance with the full-load rating of the engine-
generator equipment or as indicated on the drawings. The switch shall be equipped with
the following features and accessories:
l. Electrically operated, mechanically held contacts.
2- Three (3) second operating delay to avoid engine start during momentary
outages.
3. Time delay on transfer to emergency field adjustable from .5 to 65 seconds.
4. For single-phase switches, the normal source voltage across live lines shall be
monitored line-to-line. Close differe,ntial voltage se,nsing shall be provided on all
phases. The pick up voltage shall be adjustable from eighty-five percent to one-
hundred percent (85% to 100%) ofnominal and the dropout voltage shall be
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IMIDDLE CREEK JUNE,2OO3 t&00 -24
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5.
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adjustable from seventy-five percent to ninety-eight percent (7 5% to 98%) of the
pickup value. The transfer to emergency will be initiated upon reduction of the
normal source to eighty-five percent (85%) of nominal voltage and retransfer to
normal shall occur when normal source restores to ninety (90%) of normal.
Motor load protection to be provided for equipment systems transfer switches, to
prevent excessive inrush current when transferring between two (2) live sources.
Auxiliary contacts for engine starting.
Independent single-phase voltage and frequency sensing ofthe emergency
source. The pickup voltage shall be adjustable from eighty-frve percent to one
hundred percent (85% - lO0%) or nominal. Transfer to emergency upon normal
source failure when emergency source voltage is ninety percent (90%) or more of
nominal and frequency is ninety-five percent (95%) or more of nominal.
Adjustable time delay on retransfer to normal with five (5) minute unloaded
running time of standby plant. (Motor driven) (Solid state) type minimum setting
for relransfer is two (2) minutes, maximum is twenty-five (25) minutes, unloaded
running time is fixed at five (5) minutes.
Indicator lights to indicate "normal" and "emergency".
Test switch to stimulate normal power failure.
Auxiliary contacts in botb normal and emergexrcy positions.
Provide transfer switches with four (4) poles or overlapping neutral for transfer
switches for distribution systerns with ground fault protection.
9.
10.
ll.
12.
3.OO EXECUTION
3.01 SECONDARYELECTRICALSERVICE
A. Necessary 208Y/120 volt, three-phase power will be obtained from dry type
transformers. The system shall comply with all local utility requirements.
3.02 METERINGFACILITIES
A. Metering facilities will be provided in the main switchboard.
3.03 GROUNDING
A. Service equipment, conduit systems, supports, cabinets, equipment, transformers,
fixtures, the grounded circuit conductor, etc., shall be properly grounded in accordance
with the latest issue of the National Electrical Code. Provide all bonding jumpers and
wire, grounding bushings, clamps, etc., as required for complete grounding. Route
ground conductors to provide the shortest and most direct path to the grorurding electrode
system. Ground connections shall have clean contact surfaces, tined and sweatd while
bolting. Install all ground conductors in conduit. Make readily accessible connections to
a continuous, metallic, underground cold water piping system at the point where it enters
the building. It this is not practicable, coffiect to a cold water pipe and provide a meter
jumper. Make connections to the water pipe that grounds the conduit enclosing the
conductor as well as the conductor. Bond the service equipment to a separate grounding
electrode per Code requirements.
B. Provide a separate grounding conductor, securely grounded on each side ofall raceways
containing sections of plastic or flexible raceways. Size in accordance with the National
Electrical Code and route inside raceway.
MIDDLE CREEK JI]I\E.2OO3 16400 - 25
C. Provide a green grounding jumper from the ground screw to a box grounding screw or
clip for all grounding type devices. Use insulated wire.
D. Provide grounding type bushings for all secondary feeder conduits that originate from the
secondary section of the main distribution panel and individually bond this raceway to
the ground bus in the secondary section ofthe distribution panel.
E. Provide grounding conductor for all separately derived sources, including-generators to
nearest grounding electrode per National Electrical Code 250.
F. Provide a separate grounding conductor for all feeders, branch circuits, and multi-outlet
assemblies.
EMERGENCY AND EXIT SYSTEM
A. Provide a sq)arate raceway systern with minimum wire size of #10 AWG copper. Extend
system to all exit lights and emergency lights indicated on drawings. Veriff locations of
all exit fixtures to assure they will be visible. Paint the emergency disconnect and
emergency panel with red enamel and plainly label "Emergency System".
PANELBOARDS AND LOADCENTERS
A. Install panelboards and loadcenters with the top ofthe trim six-fee! three-inches (6'-3")
from the finished floor.
B. Field check all panelboard and loadcenters loading and reconnect circuits as required to
provide balanced phase and line loads.
C. Cables installed in wire gutters ofpanelboards and loadcenters shall be neatly bundled,
routed, and supported. Minimum bending rafii as recommended by the wire and cable
manufacturer shall not be reduced.
D. Where panelboards are mounted recessed flush in wall, maintain fire integrity of wall.
SWTTCHBOARI)
A. Inspection: The switchboards shall be inspected at the factory by the manufacturer
before and after assembly to assure compliance with shop drawings, accuracy of
assembly and quality of workrnanship. As a part of the frnal inspection, the manufacturer
shall subject the completely assembled switchboard to a high-potential test. The test shall
be in conformance with the NEMA PB2-8.08 or UL 891. The manufacturer shall fumish
a certified copy of the test report, together with each operating manual. The switchboard
nameplate, to be fumished by the manufacturer affixed to the front of the switchboard,
shall contain the following data:
l. Manufacturer's oame and address.
2. Manufacturer'stypedesignation.
3. Manufacturer'sidentificationreference.
4- Rated voltage.
5. Rated continuous current.
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IMIDDLE CREEK JUNE.2OO3 16400 -26
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7 . l;ilff"?f** bakelite nameplates screwed to panel front for each item in
I 8. Provide a four-inch (4") concrete pad under the switchboard.
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B. fitrtrf shop drawings to be tumished by the manufacturer shall include the
l. Outline Drawings: Indicate any and all shipping splits.I ? ft:]ffi#sr
4. Front View.
I ?: iif"i'##h:-'#H$;o"lo,1'" t'"rudins bortdown hores'
3.07 AIIIOMATIC TRANSFER SWITCH
I A. Automatic transfer switches are to be checked and tested by an authorized manufacturer's
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representativepriorto loadtest.
END OF SECTION
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MIDDLECREEK JUNE,2OO3 lfioo -27
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I SECTION I65OO--LIGHTING
I r.oo cENERAL
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1,01 DESCRIPTION
I A. The Contractor shall provide all lighting equipment and lighting fixtures included in the
Fixture Schedule and as required for all outlets indicated on the drawings.
I B. Lighling fixtures shall bear the Underwriter's Laboratories label and the manufacturer's
I r.02 QUALITYASSITRANCEI
A. Lamos shall be of the same manufacturer.II B. Occupancy sensors shall be certified for operation with specific ballasts utilized in
controlled lighting fi xtures.
I C. Equipment shall be certified for use in the State of the project and shall meet the State
Energy Code and local energy ordinances.
I 1.03 SUBMITTALS
I A. Manufacturer's product data sheets for each luminaire indicating luminaire type, ballast
t quantity and type, lamp quantity and t1pe, photometric data, materials, finishes,
accessories, voltage, input watts, and photographic image of luminaire.
I 2.oo PRoDUCTsT
2.OI LIGHTING FIXTURES
I A. hovide lighting equipment as shown on the drawings and as specified. Provide complete
lighting equipment, including canopies, suspensions, supporting brackets, hickeys,
I cashing, sockets, holders, reflectors, ballasts, diffusing material, louvers, lamps, plaster
I frames and flanges appropriate for the ceiling type. Provide special plates, barriers, rings,
etc., as required to comply with the National Electrical Code.
I B. For the design and construction of luminaires utilizing ballasts, the ballast case
temperature sball not exceed the UL 90'C limit in a 25"C ambient. Luminaires to be
installed in a damp or wet location shall be constructed with proper gasketing and
I corrosion resistant materials or coatings. Construct steel fixture channels, end caps,
interior barriers, reflectors, etc., of adequate gauge.
I C. Provide all ferrous metal surfaces with a protective frnish having rust inhibitingI properties. Painted finishes shall be a minimum of 1.5 mils thisloress and shall have a
balance between hardness and bending properties suitable for the application. White
I finishes shall have eighty-seven (87%) percent minimum reflectanie. Application andI cleaning shall be done in a manner that will not cause yellowing or otherwise damage the
frnish.
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I MTDDLE CREEK JTJNE,2003 16500 - 28
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D. Fixture wire shall conform to the latest requirements of Underwriter's Laboratories and
be concealed within fixture construction.
E. Exit signs shall conform with local code requirements.
2.02 BALLASTS
A. Acceptable Manufacturers
l. Fluorescent hybrid or magnetic tlpe: Advance, Jeffersor; or MagteTek..
2. Fluorescent high frequency electronic type: Advance, Energy Savings Inc.,
MagneTek, Motorola or Osram/Sylvania.
3. Fluorescent dimming type (100% or 10% range): Advance Mark VII, Lutron
Eco- 10. or Motorola Helios.
4. HID magnetic type: Advance, Robertson, or MagrreTek.
5. HID electronic type: WPI Electronics, Inc.
B. Ballasts shall be suitable for the electrical characteristics of the supply circuits to which
they are to be connected, and which are suitable for operating the specified lamps.
C. Provide electronic ballasts wherever there is an electronic ballast available for any
specified larnp or combination of lamps. Where electronic ballasts are not available,
provide hybrid or magnetic ballasts.
D. Where installed outdoors and wherever ballasts are installed in a non-heated environment
(such as walk-in freezers, cold food handling areas, or outside air plenums) ballasts shall
be capable of lamp starting at ambient temperatures down to minimum 20"F.
E. Fluorescent lighting fixhres furnished shall be *ambient rated" by the hxture
manufacturer. The "ambient rating" shall be submitted in writing and shall state the
maximum ambient temperature, in degrees Fatrenheit, in which the fixture will fimction
continuously without actuation ofthe protector employed in the Class P ballast.
Luminaires controlled by dimmers shall be provided with dimming type ballasts.
Single lamp ballasts for long fluorescent lamps shall be kept to a minimum, and shall
only be used for the last odd lamp in a room or space.
Fluorescent Hybrid or Magnetic Ballasts:
l. Ballasts shall be energy saving t)?e, super low heat, rapid start, high power
factor (90o/o minimum), Class A sound rated, UL Class P therrnal protection, 0.88
minimum ballast factor, full light output with specified lamps, CBM/ETL
certified, and minimum two year warranty.
Fluorescent High Frequency Electronic Ballasts:
l. High frequency electronic type operating lamps at a frequency of 20KHz or high
with no detectable lamp flicker.
2. Provide instant start b?e ballasts for T-8, T-5, T-4 and T-2 lamps. Provide rapid
start type ballasts for Tl2 and compact fluorescent lamps.
3. Ballast factor shall be 0.88 minimum unless noted to be low output or high
output on the Luminaire schedule. Low output type ballasts shall have a ballast
factor between 0.75 and 0.78. High output type ballasts shall have a ballast
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MIDDLE CREEK JUNE,2oo3 16s00 - 29
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factor between I .10 and I .20. Maximum ballast factor for any type ballast shall
not exceed 1.20.
4. Ballasts shall meet or exceed FCC Regulations Part l8 and NEMA standards
regarding electromagnetic and radio frequency interference and shall not
interfere with operation of other electrical equipment.5. Ballasts shall meet or exceed ANSI C62.41, Category A and IEEE 587 standards
regarding harmonic distortion and surge protection.
6. Ballasts for compact fluorescent, T-5, T-4 and T-2 lamps shall contain end of
lamp life sensing and provide shutdown protection.
7. Lamp current crest factor shall not exceed 1.7.8. Total harmonic distortion shall be less than 20%.9. Minimum tbree year warranty.
Interwiring for long fluorescent lamps.
L Ballast wiring for double lamp continuous row luminaries shall allow
independent multiple level control of each row of lamps within each continuous
row of luminaires (side lamp/side lamps). Provide as many three lamp ballasts as
possible; provide two lamp ballasts to finish a row.
Ballast wiring for double lamp continuous row luminaires shall allow
independent multiple level control of each row of lamps within each continuous
row of luminaires (side lamp/side lamps). Provide as many three lamp ballasts as
possible; provide two lamp ballasts to finish a row.
Ballast wiring for one lamp luminaires shall allow independent control of two
adjacent fixtures. Provide I two lamp ballast and interwiring between each pair
of luminaires.
Where single level control of two lamp luminaires is showr! ballast wiring shall
allow independent control of each fixtures. Provide I two lamp ballast per
luminaire.
Where multiple level control of two lamp Iuminaries is shown, ballast wiring
shall allow independent multiple level control of two adjacent fixtures (side
lamps/side lamps). Provide 2 two lamp ballasts and interwiring between each
pair of luminaires.
Ballast wiring for three lamp luminaires shall allow independent multiple level
control of two adjacent fxtures (outside lamps/inside lamps). Provide 3 two
lamp ballasts and interwiring between each pair of luminaires.
Ballas.t wiring for four lamp luminaires shall allow independe,nt multiple level
control of each fr-xture (outside lampVinside lamps). Provide 2 two lamp ballasts
oer luninaire.
High Intensity Discharge Mapetic Type:
l.
2.
Constant wattage auto transformer t)?e, regulated, with integral thermal
protection and primary circuit fuse. Ballast shall allow maximum of 65% lamp
voltage change with a line voltage vari ant of 61Qo/o voltage.
Ballast for HID lamps 150W or less shall be lag type reactance, autotransformer,
high power factor type (90% minimum).
L,High Intersity Discharge Electronic Type:
t. High power factor (90% minimum), Class A sound rated, UL Class P thermal
protection with auto reset, ANSI C62.41 and FCC Part l8C, Class A compliance,
CBM/ETL certified, and minimum two year warranty.
I MIDDLE CREEK JIINE,2003 16s00 - 30
2.03 LAMPS
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Provide a complete set of new lamps in each luminaire.
Lamps shall be as follows unless otherwise noted on the luminaire schedule on the
Drawings:
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5.
6.
Linear fluorescent: T-8 735 or 835 energy savings type.
High output fluorescent: T-12, [warm white, cool white, 735 or 841], energy
savings type.
Twin tube, double twin tube, or triple twin tube fluorescent: 835.
Long compact fluorescent @iax): 835.
Incandescent: I 30V, inside frosted.
Metal halide : Minimum 75 CRI, open hxture rated 3000K color temperature for
up to l50W lamps. Minimum 65 CRI for lamps l75W and higher.
High pressure sodium: Deluxe color, minimum 65 CRI.
2.04 REFLECTORS
Aluminum Reflectors:
l.Reflectors and reflecting cones or baffles shall be fabricated from #12 aluminum
reflector sheet, minimum 0.057 inches thick (15 gauge). Material shall be free of
tooling marks, spinrring lines, and marks or indentation caused by riveting or
other asse,rnbly techniques. No rivets, springs, or other hardware shall be visible
after installation.
Reflectors and baffles shall be polished, buffed, and anodized (Alzak), with
finish color as selected by the Arcbitect.
3. Luminaires provided with tri-phosphor type lamps shall be provided with low
iridescence aluminum reflectors to eliminate rainbow effect on aluminum
reflector.
LENSES
A. Plastics used for light transmission shall be one hundred percent (100%) virgin materials
and 0.125 inch thick. Minimum unpenetrated thickness shall be 0.035 inch. No blends
or copolymers permitted. Plastics shall be ETL certifred as light stabilized and non-
yellowing.
EXTERIORLUMINAIRES
A. Exterior luminaires shall be desiped and manufactured specifically for outdoor service.
Components including nuts, bolts, rivets, springs, and similar parts, shall be corrosion
resistant.
B. Exterior luminaires shall be suitably and effectively gasketed to prevent entrance of
moishre into luminaire. Luminaires which are directly exposed to the elements shall be
labeled for wet locations. Luminaires which are exposed to dampness shall be labeled for
damp locations.
C. Metal parts of luminaires requiring painting sball be painted with suitable weather and
moisture resisting paint equal to epoxy-based coatings.
2.
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D. Aluminum parts of exterior'luminaires which are not specified as requiring a painted
finish shall be anodized.
LIGHTING POLES
A. Metal Poles: Square, Round, straight, tapered, steel as scheduled on the Drawings,
lighting pole with anchor base. Provide finish as scheduled on Drawings.
B. Wind I-oad: 100 mph velocrfy, gust factor of 1.3, with luminaires and brackets mounted.
C. Hand Hole: Hand access hole at manufacturer's standard location. Provide matching
gasketed cover plated.
Anchor Bolts: As recommended by pole manufacturer. Provide templatg flat washers,
lock washers, and hex nuts for each pole.
Provide weatherproof duplex receptacle in poles where indicated on drawings.
ACCESSORIES
A. Where utilized as raceways, luminaires shall be listed as suitable for use as raceways.
Provide feed through splice boxes where necessary.
B. Provide tempered glass lenses for metal halide luminaires.
C. Attach reflectors 1s hqusing by means of safety chains to prevent reflectors from falling.
No oart of the chain shall be visible after installation
Luminaries installed in air plenums shall be enclosed and gasketed.
HID luminaries connected to the emergency power system shall have an integral quartz
lamp instant restrike system to provide light output immediately after a loss of power to
the luminaire. The instant lamp shall automatically hrm off after the HID lamp has
restriked.
Provide factory installed integral emergency battery packs in luminaires shown on the
Drawings. Battery pack shall be sealed, maintenance free nickel cadmium battery
capable of operating fluorescent lamps for a minimum of 90 minutes, witl integral
charger, pilot light and test switch.
Provide additional feed points in pandant mounted lu'ninaires connected to the
emergency power system or provided with integral battery packs to accommodate the
additional wirine.
3.OO EXECUTION
3.OI GEIYERAL
A. Luminaire locations as indicated on the Drawings are general and approxirnate. Veriff
exact location of luminaires with Architect prior to installation. Verifu adequacy of
D.
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MIDDLE CR-EEK JIINE,2003 16500 - 32
clearance with other equipment such as ducts, pipes, conduit, or structural elements.
Bring conflicts to Architect's attention before proceeding with work.
B. Install reflector cones, aperture plates, lenses, diffusers, louvers, and decorative elements
of luminaires after completion of wet work, plastering, and general clean up in the area of
the luminaires. Provide final focusing and adjusting of lighting equipment.
C. Equipment requiring access for service and maintenance shall be installed so that
components requiring access are readily accessible.
D. Luminaires with emergency battery packs connected to unsv/itched circuits shall be
permanently on and shall go into the emergency mode upon loss of power to the
emergency battery pack. Luminaires with emergency battery packs connected to
switched circuits shall be controlled on and offby the controlling device and shall go into
the emergency mode upon loss of power to the emergancy battery pack (provide switched
and unswitched leads to these luminaires).
3.02 MOUNTING
A. Set luminaires true, free of light leaks, warps, dents, or other irregularities. Provide the
length of stems as required to hang all luminaires level and in the same horizontal plane.
Verifu the type of all ceilings before bidding, and provide fixtures and mounting to suit
the ceiling type. Mount all outlets at a position and height to clear equipment, ductwork,
piping etc., in mechanical equipment rooms, storage rooms, etc. Securely fasten all
recessed fixtures in suspended ceilings to the ceiling frame members.
Surface-mounted luminaires containing ballasts shall be mounted with a minimum one
and one-half inch (l-l/2') spacer where mounted on a combustible material, unless
specifically approved for the application.
Support luminaires only from structural elements which are capable of carrying the total
weight. All luminaires shall be mounted rigidly, without "rocking" action. Where
hxtures are surface mounted on suspended grid type ceiling, provide two (2) supports,
spaced at least five inches (5") apart and normal to the longitudinal axis, at each end of
each forty-eight inch section (48") of luminaire (or on forty-eight inch (a8") minimum
centers at tees). Luminaires shall be supported from (load bearing) tees only. Where the
fixture orientation does not pemrit such support to main tees, provide additional cross
supports above the ceiling to provide bearing from the main tees, or ex tend supports
directly to the structural syst€rn.
Protect wiring with tape or tubing at all points where abrasion is likely to occur. Provide
chase nipples where field wiring through knockouts. Wiring in fluorescent luminaires
shall be suitable for temperature conditions and in no case less than 90oC (194'F) rating.
Install all incandescent and fluorescent lamps in accordance with the type indicated on
Fixture Schedule.
Provide fire rated enclosures around recessed luminates that are installed in fre rated
ceilines.
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END OF SECTION
JUNE,2003MIDDLECREEK 16500 - 33
I
I SECTION 16650-PACKAGED ENGINE GENERATOR SYSTEMS
I r.oo cENERAL
1.01 SECTION INCLUDES
I A. Packaged engine generator system.
I B. Exhaust silencer and fittings.
I C. Fuel frttings.
I D. Battery and charger.
r E. Weatherproof enclosure.
I Lo2 RELATEDsEcTToNs
I A. Section 16400 - Automatic transfer switches.
B. Section 16950 - Testing
I 1.03 REFEREN.ES
I
A. ANSI/NEMA 250 - Enclosures forElectrical Equipment (1000 Volts Maximum).
B. ANSVNEMA MG I - Motors and Generators.
I C. ANSVNFPA 70 - National Electrical Code.
D. ANSIA{EMA AB I - Molded Case Circuit Breakers.
r I.O4 SYSTEM DESCRIPTION
A. Engine generator systems to provide source of emergency and standby power.
B. System Capacity: As noted on Drawings at elwation of 8500 feet above sea level, and
ambient temperature between 20 and 130 degrees F ; standby rating using engine-
mounted radiator.
r C. Operation: In accordance with ANSIA.{FPA 99 and 110.
r 1.05 SUBMITTALS
A. Submit shop drawings and product data under provisions of Section 0 I 300 and 01340.
B. Submit shop drawings showing plan and elevation views with overall and interconnection
point dimensions, fuel consumption rate curves at various loads, ventilation and
combustion air requirernents, and electrical diagrams including schematic and
interconnection diasams.
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MIDDLECREEK JUNE,2OO3 16650 - 34
Submit product data showing dimensions, weights, ratings, interconnection points, and
intemal wiring diagrams for engine, generator, control panel, battery, battery rack, battery
charger, exhaust silencer, vibration isolators and day tank.
Submit manufacturer's installation instructions under provisions of Section 01300 and
01340.
1.06 PROJECTRECORDDOCUMENTS
Submit record documents under provisions of Section 01720.
Accurately record location of engine generator and mechanical and electrical
connections.
1.07 OPERATION AND MAINTENANCE DATA
A. Submit operation and maintenance data under provisions of Section 01730.
B. Include instructions for normal operation, routine maintenance requirements, service
manuals for engine and day tank, oil sampling and analysis for engine wear, and
emergency maintenance procedures.
r.08 QUALTFTCATTONS
Manufacturer: Company specializing in packaged engine generator systerr with
minimum five years experience.
1.09 DELIVERY, STORAGE, AND EANDLING
A. Deliver products-to site under provisions of Section 01600.
B. Store and protect products under provisions of Section 01600.
C. Accept packaged engine generator set and accessories on site in crates and vaify
damage.
D. Protect equipment from dirt and moisture by securely wrapping in heavy plastic.
1.10 WARRANTY
A. Provide two year warranty under provisions of Section 01701 .
1.11 MAINTENANCESERVICE
A. Fumish service and maintenance of packaged engine generator systern for two years from
Date of Substantial Completion.
I.I2 EXTRAMATERIALS
A. Submit maintenance materials under provisions of Section 01750.
c.
D.
A.
B.
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IMIDDLE CREEK JUNE,2003 16650 - 35
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r B. Provide four additional sets of each fuel, oil, and air filter element required for the engine
I 2.oo PRoDr;:'ors'stem'
|
2.0r MAILIFACTURERS
A. Arry of the following manufacturers may be used in the base bid.
I 'r 3ffiu,,,.
3. Kohler
I B. Substitutions: Underprovisions ofSection 01630.
2.02 ENGINE
I A. Type: Water-cooled inline or V-type, four stroke cycle spark ignited intemal combustion
englne.
B. Fuel System: Appropriate for use ofnatural gase.
C. Engine Speed: 1800 rpm.
D. Governor: 5 percent, no load to full load, with recovery to steady state within 2 seconds
following sudden load changes.
E. Safety Devices: Engine shutdown on high water temperature, low oil pressure, over-
speed, and e,ngine over-crank. Limits as selected by manufactwer.
F. Engine Starting: DC starting system with positive engaganent, number and voltage of
starter motors in accordance with manufacturer's instructions. lnclude remote starthg
control circuit, with MANUAL-OFF-REMOTE selector switch on engine-generator
control panel.
G. Engine Jacket Heater: Thermal ciculation type water heater with integral thermostatic
control, sized to maintain engine jacket water at 90 degrees F and suitable for operation
on 120 volts AC.
H. Radiator: Radiator using glycol coolant, with blower type fan, sized to maintain safe
engine ternperatwe in arnbient temperature of 125 degrees F . Radiator Air Flow
Restriction: 0.5 inches of water , maximum.
I. Engine Accessories: Fuel filter, lube oil filter, intake air filter, lube oil cooler, fuel
transfer pump, fuel priming purrp, gear-driven water pump. Include fuel pressure gage,
water temperature gage, and lube oil pressure gage on engine-generator control panel.
J. Mounting: Provide unit with suitable spring-type vibration isolators and mount on
structural steel base.
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JI]IYE,2OO3 16650 - 36
2.03 GENERATOR
A. Generator: ANSI/NEMA MG l; three phasg four pole, recormectible brushless
synchronous generator with brushless exciter.
B. Rating: 35 KW @ 0.8 PF and 8500 foot elevation.
C. Insulation: ANSVNEMA MG I, Class F.
D. Temperature fuse: 130 degrees C continous'
E. Enclosure: ANSI/NEMA MG l; open drip proof.
F. Voltage Regulation: Include generator-mounted volts per Hertz exciter-regulator to
match engine and generator characteristics, with voltage regulation +/- one percent from
no load to full load. Include manual controls to adjust voltage drop +/- 5 percent voltage
level, and voltage gain.
2.04 ACCESSORIES
A. Exhaust Silencer: Critical type silencer, with muffler companion flanges and flexible
stainless steel exhaust fitting, suitable for horizontal orientation, sized in accordance with
engine manufacfurer's instructions.
C. Batteries: Heavy duty type lead-acid storage batteries, 170 ampere-hours minimum
capacity, Match battery voltage to starting system. Include necessary cables and clarnps.
D. Battery Tray: Plastic coated metal or wooden tray treated for electrolle resistance,
constructed to contain spillage of electrolyte.
Battery Charger: Current limiting type designed to floal at 2.17 volts per cell and equalize
at 2.33 volts per cell. Include ovedoad protection, firll wave rectifier, DC voltmeter and
ammeter, and 120 volts AC fused input. Provide wall-mounted enclosure to meet
ANSI/NEMA 250, Type I requirements.
Line Circuit Breaker: NEMA AB I molded case circuit breaker on generator output with
integral thermal and instantaneous magnetic trip in each pole; sized in accordance with
ANSI/NFPA 70. Include battery-voltage operated shunt trip, connection to open circuit
breaker on engine failure. Mount unit in enclosure to meet ANSVNEMA 250, Type I
requirements.
Engine-Generator Control Panel: ANSVNEMA 250, Type I ge,nerator mounted control
panel enclosure with engine and generator controls and indicators. Include provision for
padlock and the following equipment and features:
l. Frequency Meter: 45-65 Hzrange,3-ll2 inch dial.
2. AC Ou@ut Voltmeter: 3-ll2 inch dial, 2 percent accuracy, with phase selector
switch.
3- AC Output Ammeter: 3-ll2 inch dial, 2 percent accuracy, with phase selector
switch.
4. Output voltage adjustmott.
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MIDDLE CREEK JUNE,2003 16650 - 37
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I 5. Push-to-test indicator lamps, one each for low oil pressure, high water
ternperature, over-speed, and over-crank.
r t ilffi:Hiliserectorswitch'
8. Oil pressure gage.
I 9. Water tonperature gage.
t 10. Auxiliary Relay: 3PDT, operates when engine mns, with contact terminals
prewired to terminal strip.
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I H. Connect low fuel level alarm via ll2" - 2#12 THHN to telephone backboard for
monitoring system by Owner.
I 3.00 EXECUTTON
3.OI EXAMINATIONI
I A. VeriS tlat surfaces are ready to receive work and field dimensions are as shown on
Drawings.
I B. Verifu that required utilities are available in proper location and ready for use.
I C. Beginning of installation means installer accepts existing conditions.
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- 3.02 INSTALLATION
r A. Install in accordance with manufacturer's instructions.
t 3.03 FrELD euALrrY coNTRoLI
A. Field inspection and testing will be performed under provisions of Section 01400 and
r 01410.
3.04 MANUFACTURER'SFIELDSERVICES
I A. Prepare, start, test, and adjust systems under provisions of Sections 01650, 01660 and
01670.
I 3.05 ADJUSTING
I A. Adjust work under provisions of Section 01650 and 01660.
r B. Adjust generator output voltage and engine speed.
t 3.06 cLEAr{rNGt
A. Clean work under provisions of Section 01569 and 01710.
I B. Clean engine and generator surfaces. Replace oil and fuel filters.
ll 3.07 DEMONSTRATIONr
I MIDDLE CREEK JIJIyE,2003 16650 - 38
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A.
B.
Provide sysems demonffiion under prrovisiols of Section 01670.
Describe loads comected to emergency and stmdby system ad restrictions for future
load additions.
Simulatepowerodage by int€rnafingommal sourrce, aad demonstrate tlat system
operdes to provide emergency and standby power.
EIYDOFSECTION.
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JUN4 2003 16650 - 39MIDDITECRDEK
I
I SECTION 16720-FIRE ALARM AND SMOKE DETECTION SYSTEMS
I 1.OO GENERAL
I
1.01 WORKINCLT]DED
I A. The work covered by this section of the specifications includes the furnishing of all labor,
equipment, materials, and performaoce of all operations associated with the installation
r of the Fire Alarm System as shown on the drawings and as herein specified.
- B. The requirements of the conditions of the Contract, Supplementary Conditions, and
General Requirements apply to the work specified in this section.
I I.O2 RELATED SECTION AND DIVISIONS
I A. Divisions 8 - Door Hardware: Door closers.I
B. Division 14 - Elevators
I C. Division 15 - Mechanical
I D. Section I 6010 - Basic Electrical Requirements
I E. Section 16100 - Basic Materials and Methods
t 1.03 REGTTLATORYREQUTREMENTS
r A. NFPA 72 - National Fire Alarm Code.
I B. All Local Codes and ordinances.
I C. NFPA 70 - National Electrical Code
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D. NFPA l0l - Life Safetv Code.
I E. Uniform Fire Code
I F. System: UL and FM listed.
I I.O4 SYSTEMDESCRIPTION
I A Sfff;,?fi1#i1ff1ffiffi1"Ttrtr1,*x'ffi"x'*H;3ilffi,'llHll*0,
the Authority Having lurisdiction (AHJ. Alarm shall achieve minimurn of 80db
I throughout occupiable spaces and meet ADA Requirernents.
B. System Supervision: Provide electrically supervised non-coded power limited systern,
I with supervised alarm initiating and alarm signaling circuits and be capable of having all
I addressable initiation devices in alarm at one time.
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MIDDLECR.EEK JUNE,2OO3 16720 - 40
C. Alarm Sequence of Operation: Actuation of manual fre alarm station or automatic
initiating device exce.pt for condominium unit smoke detectors (local alarm only) causes
system to enter ALARM, which includes the following operations:
l. Sound and display evacuation fue alarm signaling devices.
2. Transmit signal to authorized rerrote station equipment.
3. Indicate location of alarms and supervisory conditions on fire alarm control panel
and on remote annunciator panels.
4. Transmit si.pals to building elevator mntrol panel to initiate return to main floor
or alternate floor.
5. Transmit signal to building mechanical systems to initiate shutdown of fans and
damper operation.
6. Transmit signal to release door hold-open devices.
D. Alarm Reset: Key-accessible RESET function resets alarm system out of ALARM if
alarm initiatins ctcuits have cleared.
E. Trouble ,*r"]r"" of Operation: System trouble, including grounding or open circuit of
supervised circuits, or power or system failure causes system to enter TROUBLE mode,
including the following operations:
l. Visual and audible trouble alarm by zone at control panel-
2. Visual and audible trouble alarm at annunciator panel.
3. Manual ACKNOWLEDGE function at control panel silences audible trouble
alarm; visual alarm is displayed until initiating trouble is cleared.
4. Transmit trouble signal to remote station. The specifications includes the
fumishing of all labor, equipment, materials, and performance of all operations
associated with the installation of the Fire Alarm Syste.rn as shown on the
drawings and as herein specified.
F. Larnp Test: Manual I-AMP TEST function causes alarm indication at each zone at fue
alarm control panel and at annunciator panel.
G. Zoning: As indicated on Drawings and as required by local Fire Marshal.
1.05 QUALTFTCATTONS
A. Manufacturer: Company specializing in smoke detection and fire alarm systems with five
years documented experience with addressable alafin systems.
B. Installer: Company specializing in smoke detection and fire alarm systerns with five years
documented experience, certified by manufacturer as fire alarm installing contractor.
r.06 SI]BMITTALS
A. Submit Fire Marshal approved shop drawings and product data under provisions of
Division I.
B. Provide drawing which indicate building from plans, locations of devices, conduit
routing, wiring diagrams, fire alarm panel, data sheets, connection details and equipment
ratings, layout, dimensions, and finishes.
C. Submit manufacturels installation instructions under provisions of Division I.
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IMIDDLE CREEK JUNE.2003 16720 - 4l
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D. Submit manufactureds certificate under provisions of Division I that systern meets or
exceeds specifi ed requirements.
I I.O7 PROJECTRECORDDRAWINGS
I A. Submit documents under the provisions of Division I and specification Section 16010.
I 1.08 OPERATION AND MAINTENAI\ICE DATA
r A. Submit data under provisions of Division I.
I B. Include operating instructions, and maintenance and repair procedures.I
C. lnclude manufacturer representative's letter stating that system is operational.
I I.O9 DELIVERY, STORAGE, AND IIANDLING
I A. Deliver products to site under provisions of Division I.
I B. Store and protect products under provisions of Division L
I 1.10 EXTRAMATERTALS
I A. Provide two keys of each type.
I B. Provide five smoke detectors.
I z-oo PRoDUcrsr
2.OI MANUFACTURERS
I A. Any of the following manufacturers may be used in the base bid.
1. Edwards
2. Pyrotronics
I 3. Simplex
4. Notifier
I B. Substitutions: Underprovisions ofSection 16100
2.02 FIRE ALARM AND SMOKE DETECTION CONTROL PANEL
r A. The control panel shall be microprocessor based and totally power limited- The panel
I shall be capable ofsupporting Class A (Style 6) or Class B (Style 4) Network
r 3iffiHi:.'#"'.i:ff.,ffi:iffii"1i"Tff'#H.'B (stvreY)IndicatingAppriance
I. Totally Field Programmable
t 2. Password Access Protection
ll 3. Built in Panel Diapostics
4. Alarm and Trouble Resound
5. Trouble Status Buffer
I
16720 - 42
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MIDDLECREEK JUNE.2OO3
6. Point ldentification Display
7. 24-Hour Trouble Resound
8. One Man Walk Test
9. Alarm Verification
10. Positive Alamr Sequence
The panel shall have the following relays with a form C configuration:
l. Alamr
2. Trouble
3. Supervisory
4. Default Alarm Mode (allows alarm reporting during microprocessor failure)
The control panel shall be designed to monitor two or four Network Communications
Line. The systern shall process up to 256 addressable inputs (smoke detectors, manual
stations, water flow devices, etc.) and up to 128 addressable control relays. The Network
Communications Lines shall support various annunciation devices (i.e. LED
Annunciators, Alphanumeric Displays, Printers) in addition to the addressable inputs and
outputs described above. The system architecture shall allow for T-tapping ofthe
Network Communications Lines and the use of the Conventional Zone Interface devices
on the Communications Line o a group of conventional detection devices (standard
smoke detectors, manual stations, waterflow and temper switches) to be interfaced into
the system as an address point. The control panel shall contain two indicating circuits,
supplying 2 amps of power for each circuit. These circuits shall be field programmable
independently to operate a Steady, March Time or Znne Coded signaling.
D. The control panel shall contain an Alphanumeric Display/?rinter interface which contains
a microprocessor with non-volatile memory to store field programmable alarm and
trouble messages. The Alphanumeric Display shall consist of two 40 character lines for
alann, supervisor and trouble identification, and in quiescent mode, indicates systetn
status. The Alphanumeric shall be back illuminated and have an adjustable viewing
angle. Provide Cerberus Pyrotronics model LAN or equivalent
E. Power Supply: Adequate to serve control panel modules, remote detectors, remote
annunciators, door holders, smoke dampers, relays, and alarm signaling devices. Include
battery-operated emergency power supply with capacity for operating system in standby
mode for 24 hours followed bv alarm mode for 5 minutes.
F. Detection Circuits: Supervised zone module with alarm and trouble indication.
G. Signal Circuits: Supervised zone coded signal module, sufficient for signal devices
corurected to system.
2.03 INITIATINGDEVICES
A. Manual Station: Addressable semi-flush mounted, double action, manual station.
B. Heat Detector: Addressable fixed temperature, rated l35oF.
C. Area Smoke Detector: Addressable photoelectric type with plug-in base, and visual
indication of detector actuation, suitable for mounting on 4 inch outlet box.
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MIDDLE CRDEK JT'NE.2OO3 16720 - 43
D.
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Dwelling Unit Smoke Detector: Photoelectric smoke with self-contained audible device,
integral thermal cleanout rated l35oF and auxiliary relay contact.
Rernote Test Switch: Key-operated switch mounted on flush cover with lamp to indicate
detector actuation. (provide one switch for each duct mounted smoke detector.)
A Conventional Zone Interface shall be provided for WaterFlow devices and Tamper
switches or any contact type devices. This Conventional Zone Interface shall have a
Class B (Style B) circuit.
G. A Conventional Zone Interface (CZI) shall be provided which can monitor conventional
detectors such as Ion. Photo-electric or Thermal and either IIV or IR Flame detectors or a
Beam detector set and any number of contact devices. T"he CZI shall incorporate an
integral pulsing LED for confrmation that theCZl is active. This LED shall change
from pulsing to steady state upon an alarm condition for quick identification ofthe
alarming device.
2.04 SIGNALING DEVICES
A. Alarm Hom: NFPA 72; Flush type fire alarm hom. Sound Rating: [87] [95] dB at l0
feet. Provide integral ADA strobe lamp and flasher with red lettered FIRE on wbite lens.
B. Rernote Annunciator: Provide supervised remote annunciator including audible and
visual indication of fire alarm by addressable device, and audible and visual indication of
systern trouble. Install in flush wall-mounted enclosure.
C. Remote printer shall be supplied and shall be connected to the Network Communications
Line. The serial printer shall be supervised for troubles via the interface module. The
user text shall be totally freld programmable with customer's defined message (80
characters max.) including time and date.
AIXILIARY DEVICES
A. Door Release: Door closer as specified in Division 8.
FIRE ALARMWIRE AND CABLE
A. Fire Alarrn Power Branch Circuits: Building wire as specified in Section 16100 or as
perrritted inAdicle 760 ofN.E.C.
B. Initiating and Signal Circuits: All Network Communications Lines shall be three
conductor shielded or wiring approved by the Manufacturer. Building wire as specified
in Section 16100. Power limited fire-protective signaling cable classified for fire and
smoke characteristics, copper conductor, 300 volts insulation rated 105"C, suitable for
use in air handling ducts, hollow spaces used as ducts, and plenums.
E)(ECI'TION
INSTALLATION
A. lnstall svstem in accordance with manufacfurer's instructions.
3.00
3.01
I MIDDLE CREEK JUNE,2OO3 16720 - 44
B. Mount outlet box for electric door holder to withstand 80 pounds pulling force.
C. Make conduit and wiring connections to door release dwices, sprinkler flow switches,
sprinkler valve tamper switches, fire suppression systern control panels, duct smoke
detectors, and other systems oi devices required by applicable codes.
D. Automatic Detector Installation: NFPA 72.
FIELD QUALITY CONTROL
A. Field inspection and testing will be perforrned under provisions of Division I .
B. Test in accordance with NFPA 72 and local fire deparEnent requirernelrts.
MANI.IFACTIJRER'S FIELD SERVICES
A. Provide manufacturet's field services rmder provisions of Division l.
B. Include services of certified technician to supervise installation, adjustments, final
connections, and system testing.
FIREALARMWIREAND CABLE COLOR CODE
A. Provide fire alarm circuit conductors witl color coded insulate4 or use color coded tape
at each conductor termination and in each jtrnction box as follows:
I. Power Branch Circuit Conductors: Black and white.
2. Initiating Device Circuit: Black and red.
3. Detector Power Supply: Violet and brown.
4. Signal Device Circuit: Blue (positive), white (negative).
5. DoorRelease: Gray, gray.
END OF SECTION
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IMIDDLECREEKJIJIYE,2003 16720 - 45
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SECTION 16740 - TELEPIIONE, DATA, CATV AND SPECIAL COMMUMCATTON SYSTEMS
I 1.OO GENERAL
I 1.01 RELATEDDOCUMENTS
I A. Drawings and general provisions of Contract, including General and Supplementary
Conditions apply to work of this section.
I B. Division l6 Basic Electrical Materials and Methods sections apply to work specified in this
section.
I Loz SI]MMARY
I A. Ext€nt of tel@hone, data, CATV and special system work is indicated by drawings,I specifications and schedules, and is hereby defined to include, but not by way of limitation,
the provisions of outlet boxes, device plates and communications cables, including
terminations and terminating fittings.I
1.03 SIJBMITTALS
I A. Product Data: Submit manufacturer's data on telephone, data, CATV commrurications and
special systems components.
r B #:"TJ#::';:4ffi:fii:fffi:S,ri#::3,:ffif*.:tT#i;ffi:i,:itr
and fittings.
- C. Wiring Diagrams: Submit wiring diagrams for all communications systems, including rack
and temrinal connections.
I 1.04 QUALITYASSURANCE
I A. Installet's Qualifications: BICSI certified firms with at least five (5) years of successfirl
I installation experience with projects utilizing telephone, data" CATV and special systems
and equipment similar to that required for this project.
I B. Codes and Standards:
l. Electrical Code Compliance: Comply with applicable local code requirernents of
I the authority having jurisdiction and NEC, including 725 and 800 series articles asI 2 ifl#?::i1'H:l'a':frilffiTlilxi:"ffi"J.?ffi:H#$ffi;"*
Electric Power Systems in Commercial Buildings" pertaining to communication
l| 3. i#ffibo-o,iances: Comply withNEMA's Pub. No. 250, "Enclosures for
Electrical Equipment (1000 Volts Maximum)."
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1.06
4. EIA Compliance: Comply with EIA Standards RS-453,464, and ANISVEWTIA
455, 568-8, 569,570,607 standards pertaining to installation and testing of
communications systerns.
DELTVERY, STORAGE, AI\D HANDLING
A. Deliver equipment and components in factory-fabricated containers or wrappings, which
properly protect equipment from damage.
B. Store equipme,lrt and components in original packaging. Store inside in a well-ventilated
space protected fron weather, moisture, soiling, humidity, and extreme temperatures.
C. Handle equipment and components carefully to prevent damage. Do not install damaged
units or components; replace with new.
SEQUENCING AI\D SCIIEDT]LING
A, Coordinate installation with existing electrical work including wireVcables, electrical boxes
and fittings, and raceways. [, to eliminate disruption to existing systems.]
TELE-DATA/SPECIAL SYSTEMS TOPOLOGY AI{D PRODUCTS
MAIYIJFACTURERS
A. Any of the following manufacturers may be used in the base bid.
l. Cable
b. CommScope
c. Prestolite
d. Berk-Tek
Equipment Racks
a. Sie,rnon
b. Chatsworth Products
c. Ortronics
d. Krone
Media Centers with patch modules
Leviton
Siemon
Patch Panels and Cross-connects
a. Lucent
b. Siemon
c. Ortronics
d. Thomas and Betts
e. Leviton
Outlet Devices and Terminations
a. Lucent
b. Siemon
c. Ortronics
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d. Thomas and Betts
e. Leviton
f. Hubbell
2.02 CATV SYSTEM
Topology:
l.
2.
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4.
B.Splitters:
l. Rack mounted directional splitters shall be provided as required for signal
distribution. The taps shall be fully shielded and in compliance with FCC nrles
pertaining to radiation.
Distribution Cable:
The backbone CATV coaxial cable network will be a physical star coniguration to
each IDF. The hub of the network will be the main cable television room (TTB)
located at the MDF.
Splice points will not be acceptable in the CATV System
CATV cable shall be RG-860 between MDF and all IDF's.
RG-6 cable shall be used for risers from the MDF to residential units where
splitters shall be provided at the condominium unit media center (splitter box).
Condominium unit wiring from the condominium media center to each outlet
shall be RG-6.
Provide F connectors at both ends of each cable.
D.Terminations:
A1l condominium unit CATV cables shall be terminated in the media centers and
devices. Type F/RJ45 duplex jacks shall be used.
Cables at IDFs shall have F corurectors onlv
TELECOMMT]NICATION CABLING
A. MDF Cross Corurects:
l. All Trunk, Port Distributioq and Station Distribution fields will be I l0A type
terminal blocks.
B. HorizontaVStation Cabling:
l. All cabling will be Category 100 MIIz, 4 patr,24awg, unshielded fwisted pair.
C. Terrrinations:
l. All Telecommunications drops will be terminated on RII I jacks. Locations will be
duplexjacks.
2, All Telecommunications cable at the IDFs shall be terminated on equipment rack
mounted ll0blocks.
MEDIA CENTERCABINETS
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Flush wall mounted cabinets shall be 14" wide x 3.6" deep and meet ANSVTIAiEIA-568A
standards. Cabinet shall be complete with mounting hardware, wire management rings and
Velcro cable supports.
Enclosed cabinet shall be 14' high and be complete with front door with polycarbonate
window, cable routing rings, bend limiting troughs and Velcro cable straps.
Furnish and install appropriate cabldtemrination patch panels, splitters and cross
cormection hardware in cabinets. Provide 20% spare punch down capacity'
BXECI.ITION
INSTALLATION - GENERAL
Install communications system components and auxiliary equipment as indicated in
accordance with equipment manufacturer's written inskuctions, and recognized industry
practices.
Provide a wall mounted equipment rack with patch panelVpunch down blocks in eadr floor
by floor IDF room. Equipment shall be securely anchored to supporting surfaces.
Cabling may be bundled structured cable with PVC sheath. The structure cable shall be
configured with cable type as need for this project.
All communication wiring shall be neatly laced, EZ code marked at both ends and
terminated on punch blocks. Individual twisted pairs shall not be untwisted more than %"
at termfuEtion points.
Each data and telephone device to be serviced by an individual cable. Data system cable
lengths not to exceed 295 feet.
F. The maximum cable pulling tensions or minimum bend radii shall not exceed the
manufacturer's specifi catiors.
G. Appropriate means for cable management, cable routing and the elimination of cable stress
shall be used for effective organization and manageme,nt of all cables and cormecting
hardware.
H. Horizontal and backbone cables shall be terminated on connecting hardware. Terminations
to fixed backbone or horizontal cables shall not be used for routine cabling syste,m changes.
For these changes, jumpers, patch cords, or equipment cables shall be used.
I. Atl pathways designated for commrmications use shall be dedicated for communications
use only and shall not be sbared with other building services'
J. All installed pathways shall be accessible for the additions, moves or removal of cables.
Provide access panels with an appropriate fire rating as required for access. Enclosed
pathways shall have pull points within 100 ft of each otler.
B.
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K. Cable supports and pathways shall be provided by means that are structurally indepe,ndent
of the suspended ceiling, its framework" or its supports. For open ceiling cable pattrways,
cable support systerns shall be designed and installed to be a minimum of 3 inches above
the ceiling grid which supports the tiles.
L. Properly installd U.L. listed fire stop systems shall be installed to prevent or retard the
spread of fire, smoke, water, and gases through the building.
M. Pathways shall not have exposed sharp edges that may come into contact with horizontal
cables. Exposed sheet metal edges shall be provided with bushings or other means of
protection such that cables will not be damaged during or after installation.
N. Pathways shall be irstalled or selected such that the minimum bend radius of cables is kept
within the manufacturer's specifications both during and after installation'
O. Cable supports shall not be placed more than 5 ft apart. The number of cables placed in a
cable support or pathway shall be limited to the number of cables which will not cause a
change to the geometric shape of the cables.
P. Elevator shafts shall not be used as a cable pathway.
a. Proximity To Power Systems
I . The installation of communications cabling with elechical power lines and/or
distribution panels that carry voltages greater than 480 Vrms, shall maintain a
minimum separation of l0 ft from those electrical power lines and/or distribution
panels.
2. No communications distribution fields shall be physically located within 20 ft of
the electrical distribution panels, step down devices or transformers which carry
voltages of greater than 480 Vrms.
3. Branch circuit (secondary) power separation of 2 in minimum shall be provided in
areas where power or electric light circuits and telecommunications cabling
coexist.
I 3.02 CATYSYSTEM
I A. Maintain twelve inches (12") separation between power and CATV services and thirty-
I six inches (36") minimum between service entrance terminations. Conduit nrns less than
one hundred feet (100'-0") from point to point shall not contain more than two 90",
I twenty-four inch (24") radius bends. Conduit runs exceeding one hundred feet (100'-0')t ffilJ,"..Ti:".ili*i:ii?::J::::ffi?;,'itHtlil#frY;iHffii""r'i,::;H'
bottom on the extreme right or left side.
r B. CATV service raceway shall be extended from the utility pedestal or vault to the CATV
service equipment in the building MDF.
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C. Provide wire to all devices. Wiring within residential units shall run without conduit.
[All other wiring shall be non-plenum rated and run in conduit.] Provide pull boxes in
accessible positions for every one hundred fifty feet (150'-0") of straight raceway for all
CATV conduits, with screw covers, and label "CATV". Pull boxes shall be the following
sizes:
l. 6" x 6" x 6" for 3/4" conduit nrns.
2. 4" x 4" x 36" for I " through 2-ll2' conduit runs.
3. 6" x 6" x 36" for 3" and larger conduit runs.
D. Provide 3132" OD,20Jb. Strength polyethylene lines in all e,rnpty CATV raceways
seventy-five (75'-0') or longer between pulling locations.
E. Provide three quarter inch (3/4") thick plywood backboards ofsizes as indicated on the
drawings are intended to indicate quantities only. Provide a one-half inch (l/2") conduit
from the CATV Equipment Room to the nearest cold water pipe ground.
F. Contact the Building and Planning Department at the CATV Company for exact locations
and make adjustments as required.
3.03 TELEPHONE SYSTEM
A. Maintain rwelve inches (12") separation between power and telephone services and
thirty-six inches (36") minimum between service entrance terminations. Conduit runs
less than one hundred feet (100'-0") from point to point shall not contain more than two
90o, twe,nty-four inch (24") radius bends' Conduit runs exceeding one hundred feet
(100'-0') from point to point, with more that one 90" bend, shall not contain square or
oval conduit fittings ("Condulets'). All feeder conduits to telephone terrninal cabinets
and backboards shall enter top or bottom on the extreme right or left side.
B. Telephone service raceway shall be extended from the utilify pedestal or vault to the
tele,phone senrice equipment in the building MDF.
C. Provide wire to all devices. Wiring within residential rmits shall be run without conduit.
Provide pull boxes in accessible positions for every one hundred fifty feet (150'-0") of
straight raceway for all telephone conduits, with screw covers, and appropriately label
'1elephone". Pull boxes shall be the following sizes:
l. 6'x 6" x 6" for 314" conduit runs.
2. 4" x 4" x 36" for l" tluouSt2-l/2'conduit nrns.
3. 6" x 6" x 36" for 3" and larger conduit runs.
D. Provide 3132" OD,20Jb. Strength polyethylene lines in all empty data raceways seventy-
five (75'-0") or longer between pulling locations.
E. Provide three quarter inch (3/4") thick plywood backboards ofsizes as indicated on the
drawings are intended to indicate quantities only. Provide a one-half inch (l/2") conduit
from the Telephone Equipment Room to the nearest cold water pipe grormd.
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F. Contact the Building and Planning Deparhnent at the Telephone Company for exact
I locations and make adjustrnents as required.
3.04 IDENTIFICATION
t A. Cabling shall be installed to provide labeling and documentation and to allow for the
provisioning of color-coding.
I B. Separate Iabels may be securely affixed to the element to be administered, or the element
itself may be marked.
I C. Cabling shall be labeled at each end. The label shall remain after the installation.
3.05 TESTING
Tr A. After completion, all systems and installation shall be thoroughly tested and adjusted to
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cable to be replaced or rewired at no cost to the Owner.
I B. Results of these tests will be included in the fural documentation package.
I 3.06 DRAWINGS. A$BT]ILTS
I A. Provide in CAD format utilizing a scale of l/8 inch equals one foot depicting cable bundle
coating and the location of each workstation outlet with the associated cable number.
r 3.07 CABLE It\ivENToRY
I A H3trffffi:H"";ffJili*"hTilil5,";1H:::i?3"ffi,T:;L:,T:Aii*;
room number, wiring closet location, rack and panel grid information, cable from and cable
I to location. A1l cables installed shall be included in the inventory, risers and vertical, etc.
I All information shall match the specified labeling standard. Contractor shall use a software
editor that is compatible with Excel.
I 4-00 SYSTEMDEMONSTRAfiON
r 4.01 DEMONSTRATION
T A. Upon completion on installation of systems, and after communjcations wire circuitry has
been energized, dernonstrate capability and compliance with requirernents, Demonstrate to
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andvalues rorattenuation and
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