HomeMy WebLinkAboutApplication-PermitGarfield County
Building & Sanitation Department
108 81h Street, Suite #401 Glenwood Springs, Co. 81601
I NO. 10485 I
Office-945-8212 Inspection Line-384-5003 ~11:-~<fo 7-1 '7 J.-o9-oo /
Amount of Permit $.___;:.0<.:--=:)=--1_'7_._:1_,?'--· _· _
GARFIELD COUNTY BUILDING PERMIT APPLICATION
leJ...~lOS 8'" Street, Suite 401, Glenwood Springs, CO 81601
Permit No:
P?oV'ttJ 0-945-8212/ Fax: 970-384-3470 /Inspection Line: 970-384-5003
t 0 '"\ Parcel/Schedule No:'2 4-0 7 n2 d1 rol
ill fo..ra.. Co I)( J
IC:HJ OC/J ·
yt:,l'\1\Cldel v--i' II aL.vr itrJ k01
fb-cA uuill wnh' ()u::,
A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE
ISSUED BY THE STATE OF COLORADO.
THIS PERMIT BECOMES NULL AND VOJD IF WORK OR CONSTRUCTION
AUTHORIZED IS NOT COMMENCED W!THLN 180 DAYS, OR, IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED.
l HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE
COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE
GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORI1Y
TO VIOLATE CANCEL THE OTHER SfATE OR
PERFORMANCE
AGREEMENT
DD'() 6'D
PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSfRUCT
THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITI'ED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND
USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORI1Y GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES
THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE
ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME
NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL
FROM THEREAFI'ER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING
BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF
THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE
AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITJES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSl
BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFIC!ALLY WITH THE ARTICTECT, DESIGNER, BUILDER,
AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND JN SUPPORT OF THE OWNERS LNTEREST.
PJ \Jt qq5.'35Pl;._~'~"k';,"_"''='"'m';\~~i-"~~-~\~
Dl#(p3~a 1-ta-c:l"c to ~q~/\\ ~ \G?-
~ ~-
The following items are required by Garfield County for a final inspection:
1. A final Electrical Inspection from the Colorado State Electrical Inspector;
2. Permanent address assigned by Garfield County Building Department posted where readily
visible from access road;
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent
kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all
necessary plumbing;
4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold
running water, non-absorbent floors and walls finished and a privacy door;
5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or
decks over 30" high constructed to all IBC and IRC requirements;
6. Outside grading done to where water will detour away from the building;
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until
all the required items are completed and a final inspection made;
8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway
installation, where applicable; as well as any final sign off by the Fire District, and/or State
Agencies where applicable.
9. If you will be connecting to a public water and/or sewer system, proof of the tap fees have been
paid and the connections inspected by the service provider prior to issuance of a C.O.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE
PROCESSED AND ISSUED.
****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF
OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A
C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS
FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupancy, use and the issuance of a
Certificate o ccupancy for the dwelling under building permit # _____ _
Signature
Bpapplicationoctober2006
Date
1-/2 -(J 7
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
FOR
CONSTRUCTION OF
COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS
Including
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
And
MOVED BUILDINGS
In order to understand the scope of the work intended under a permit application and expedite
the issuance of a permit it is important that complete information be provided. When reviewing
a plan and it's discovered that required information has not been provided by the applicant, this
will result in the delay of the permit issuance and in proceeding with building construction. The
owner or contractor shall be required to provide this information before the plan review can
proceed. Other plans that are in line for review may be given attention before the new
information may be reviewed after it has been provided to the Building Department.
Please review this document to determine if you have enough information to design your
project and provide adequate information to facilitate a plan review. Also, please consider
using a design professional for assistance in your design and a construction professional for
construction of your project. Any project with more than ten (10) occupants requires the
plans to be sealed by a Colorado Registered Design Professional.
To provide for a more understandable plan and in order to determine compliance with the
building, plumbing and mechanical codes, applicants are requested to review the following
checklist prior to and during design.
Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and
drawn to scale.
I
Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with
decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade
and original grade line. A section showing in detail, from the bottom of the footing to the top of
the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and
spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building
material. Engineered foundations may be required. Check with the Building Department.
A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must
be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H.
windspeed, wind exposure B or C, and a 36 inch frost depth.
All sheets need to be identified by number and indexed. All of the above requirements must be
met or your plans wi!l be returned.
All plans submitted must be incompliance with the 2003 IBC, !PC, IMC and IFGC.
Applicants are required to indicate appropriately and to submit completed checklist at
time of application for a permit:
].
2.
.J-.J(~ .
It 1'\eVi Oil'
\1!V1ZN.
~/A 3.
~lA 4·
Is a site plan included that identifies the location of the proposed structure, additions or
other buildings, setback easements, and utility easements showing distances to the
property lines from each corner of the proposed structure prepared by a licensed surveyor
and has the surveyors signature and professional stamp on the drawing? Slopes of 30%
or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan
for the placement of any portion of a structure within 50 ft. of a property line and not
within a previously surveyed building envelope on a subdivision final plat shall be
prepared by a licensed surveyor and have the surveyors signature and professional stamp
on the drawing. Any structure to be built within a building envelope of a lot shown on a
recorded subdivision plat, shall include a copy of the building envelope as it is shown on
the final plat with the proposed structure located within the envelope.
Yes. __ _
Does the site plan when applicable include the location of the I.S.D.S. (Individual
Sewage Disposal System) and distances to the property lines, wells (on subject property
and adjacent properties), streams or water courses? This information must be certified by
a licensed surveyor with their signature and professional stamp on the design.
Yes No Not necessary for this project __ _
Does the site plan indicate the location and direction of the State, County or private road
accessing the property?
Yes __
Is the l.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a
Colorado Registered Engineer?
2
Yes. __ _ No Not necessary for this project __ _
5. Are the plans submitted for application review construction drawings and not drawings
that are stamped or marked identifying them as "Not for construction, for permit issuance
only", "Approval drawings only", "For permit issuance only" or similar language?
Yes )( No__ Not necessary for this project. __ _
6. Do the plans include a foundation plan indicating the size, location and spacing of all
reinforcing steel in accordance with the uniform building code or per stamped engineered
design?
Yes X No Not necessary for this project __
7. If the building is a pre-engineered structure, is there a stamped, signed engineered
foundation plan for this building?
Yes__ No__ Not necessary for this project..lt_
8. Do the plans indicate the location and size of ventilation openings for under floor crawl
spaces and the clearances required between wood and earth?
Yes__ No__ Not necessary for project_}(__
9. Do the plans indicate the size and location of the ventilation openings for the attic, roof
joist spaces and soffits?
Yes__ No__ Not necessary for this project_X_
I 0. Do the plans include design loads as required under the IBC or IRC for roof
snow loads, (a minimum of 40 pounds per square foot in Garfield County)?
Yes__ No__ Not necessary for this projectJt_
II. Do the plans include design loads as required for floor loads under the IBC or IRC?
Yes_x_ No__ Not necessary for this project __
12. Does the plan include a building section drawing indicating foundation, wall, floor, and
roof construction?
Yes_}{_ No__ Not necessary for this project __
13. Is the wind speed and exposure design included in the plan?
Yes__ No__ Not necessary for this project-X-
14. Does the building section drawing include size and spacing of floor joists, wall studs,
ceiling joists, roof rafters or joists or trusses?
Yes.x_ No__ Not necessary for this project __
15. Does the building section drawing or other detail include the method of positive
connection of all columns and beams?
Yes_)L_ No__ Not necessary for this project __
3
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
Does the elevation plan indicate the height of the building or proposed addition from the
undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or
the top of a flat roof? (Check applicable zone district for building height maximum)
Yes__ No__ Not necessary for this project)(_
Does the plan include any stove or zero clearance fireplace planned for installation
including make and model and Colorado Phase II certifications or Phase II EPA
certification?
Yes__ No__ Not necessary for this project2L_
Does the plan include a masonry fireplace including a fireplace section indicating design
to comply with the IBC or IRC?
Yes__ No__ Not necessary for this project~
Does the plan include a window schedule or other verification that egress/rescue
windows from sleeping rooms and/or basements comply with the requirements of the
IBC or IRC?
Yes_2L_ No Not necessary for this project __
Does the plan include a window schedule or other verification that windows provide
natural light and ventilation for all habitable rooms?
Yes...}L_ No__ Not necessary for this project __
Do the plans indicate the location of glazing subject to human impact such as glass doors,
glazing immediately adjacent to such doors; glazing adjacent to any surface normally
used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub
enclosures and specifY safety glazing for these areas?
Yes_){_ No__ Not necessary for this project __
Do the plans include a complete design for all mechanical systems planned for
installation in this building?
Yes -X-No Not necessary for this project __ _
-fuv' irrler'l f')('" \1)>1'~1 ~lvt
Have all areas in the ouildirigoeen accurately idehtified for the intended use?
(Occupancy as identified in the IBC Chapter 3)
Yes...2(_ No__ Not necessary for this project __ _
Does the plan indicate the quantity, form, use and storage of any hazardous materials that
may be in use in this building?
Yes__ No__ Not necessary for this project X__
Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on the plan?
Yes__ No__ Not necessary for this projectl(__
4
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
Do the plans indicate the location and dimension of restroom facilities and if more than
four employees and both sexes are employed, facilities for both sexes?
Yes__ No__ Not necessary for this project_2t_
Do the plans indicate that restrooms and access to the building are handicapped
accessible?
Yes No Not necessary for this project_)L_
Have two (2) complete sets of construction drawings been submitted with the
application?
Yes)(_ No
Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes.x_ No__ Not necessary for this project __
Does the plan accurately indicate what you intend to construct and what will receive a
final inspection by the Garfield County Building Department?
Yes~ No ,"\ d\hle ev\t?! i 1"\e,.e n (l~ V\'V>Vj e>C.UUY' ...1
Do your ans comply with all zoning rules and regulations in the County related to your
zone district? For corner lots see supplemental section 5.05.03 in the Garfield County
Zoning Resolution for setbacks.
Yes )I No __
Do you understand that approval for design and/or construction changes are required
prior to the implementation of these changes?
Yes~ No __
Do you understand that the Building Department will collect a "Plan Review" fee from
you at the time of application and that you will be required to pay the "Permit" fee as
well as any "Septic System" or "Road Impact" fees required, at the time you pick up your
building permit?
Yes~ No __
Are you aware that you are required to call for all inspections required under the IBC
including approval on a final inspection prior to receiving a Certificate of Occupancy
and occupancy of the building? f l)Jf-4-hir"' l"eWIOtSelle-d OW"t'(,(.)
Yes_}{_ No__ \.!
Are you aware that the Permit Application must be signed by the Owner or a written
authority be given for an Agent and that the party responsible for the project must
comply with the Uniform Codes?
Yes~ No __
5
36. Are you aware that you must call in for an inspection by 3:30 the business day
before the requested inspection in order to receive it the following business day?
Inspections will be made between 7:30a.m. and 3:30 p.m. Monday through Friday.
Inspections are to be called in to 384-5003. dlf
3 7. Are you aware that requesting inspections on work that is not ready or not accessible
will result in a $50.00 re-inspection fee?
Yes~ No ___ _
38. Are you aware that prior to issuance of a building permit you are required to show proof
of a driveway access permit or obtain a statement from the Garfield County Road &
Bridge Department stating one is not necessary? You can contact the Road & Bridge
Department at 625-860 I.
Yes 'x' No (bll+ n* o.pplkec.ble)
39. Do you understand that you will be required to hire a State of Colorado Licensed
Electrician and Plumber to perform installations and hookups? The license number will
be required at time of inspection.
Yes )( No ___ _
40. Are you aware, that on the front of the building permit application you will need to fill in
the Parcel/ Schedule Number for the lot you are applying for this permit on prior to
submittal of the building permit application? Your attention in this is appreciated.
Yes )( No __ _
41. Do you know that the local fire district may require you to submit plans for their review
of fire safety issues? Yes X No (Please check with the
building department about this requirement)
42. Do you understand that if you are planning on doing any excavating or grading to the
property prior to issuance of a building permit that you will be required to obtain a
grading permit?
Yes y
43. Did an Architect seal the plans for your commercial project? State Law requires any
commercial project with occupancy of more than I 0 persons as per Section 1 004 of the
IBC to rr~pare the plans and specifications for the project.
Yes X No Not Necessary for this project ____ _
I hereby acknowledge that I have read, understand, and answered these questions to
the best of my ability.
t~-1-P£\qe
6
Signature t?~ 95'~
Phone: Cf7 0 .;'):?.5-~~--------(evenings) Date/-/ L. ~@/
ProjectName:'&rfttamNH ~ IJ\t!kald-1-~ ~p~1'oY'l
ProjectAddress: 0'1'15 AY'Y"OljO UJI/'e1 'Bf\11ie:v>-V~t \"?et:>O\; GO
Note:
· If you answered "No" on any of these questions you may be required to provide this information
at the request of the Building Official prior to beginning the plan review process. Delays in
issuing the permit are to be expected. Work may not proceed without the issuance of the permit.
*If you have answered "Not necessary for this project" on any of the questions and it is
determined by the Building Official that the information is necessary to review the application
and plans to determine minimum compliance with the adopted codes, please expect the
following:
A. The application may be placed behind more recent applications for building permits in
the review process and not reviewed until required information has been provided and the
application rotates again to first position for review.
B. Delay in issuance of the permit.
C. Delay in proceeding with construction.
*If you answered "No" to this question the circumstances described in the question could result
in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued.
Bpcomm
October 2006
7
PLAN REVIEW CHECKLIST
Applicant 'B W/ Ac.._
Building
~gineered Foundation
dfi__Driveway Permit
;L!l_surveyed Site Plan
J/ I{ Septic Permit and Setbacks
;/ o#-oradeffopography 30%
4fi:..Attach Residential Plan Review List
~Application Questionnaire
4if_subdivision Plat Notes
~Department Review
~ion Determination/Fees
~e Plans/Stamps/Sticker
-~Conditions
~plication Signed
~viewer To Sign Application
__ Parcel/Schedule No.
£!j_ 40# Snow load Letter-Manf. Hms.
t/ d Soils Report
GENERAL NOTES:
Date_-""'5-'· L:::.'-=0-17t-----
Planning/Zoning
fi.Jl_Property Line Setbacks
3 Oft Stream Setbacks
F lood Plain
Building Height
Zoning Sign-off
Road Impact Fees
HOA/DRC Approval
lr
Grade!fopography 40%
Ianning Issues
v s ubdivision Plat Notes
Nov 29 07 05:09p Je¥¥re~ Scott Johnson
MEMORANDUM
Contact:
Company:
Phone:
Date:
Garfield County Building Inspector
Garfield County
945-8212
Thursday, November29, 2007
970-625-0581
Project:
Regarding:
Battlement Mesa Activity Center Weight Room Expansion
Written approval of Foundations and Steel Connection
The following letter has been provided by Johnson Carter Architects, P.C. to the
Building Inspector of Garfield County on behalf of Jeff Tender, General
Contractor, to give written approval of foundations and a specific steel
connection.
On February 27'h, 2007, Jeff Johnson, architect with Johnson Carter Architects
PC, performed a site inspection of excavation, foundation footers, and pads.
As the architect of record, I have determined them to be in compliance with the
permit set of plans and specifications.
In addition, pursuant to a letter from the structural engineer regarding slotted
steel connections, I have confirmed that minimum edge distances have been
maintained within the steel components and therefore have determined that the
slotted holes are acceptable.
If you have any questions or require clarification, please do not hesitate to call.
Thank you for your time,
eft Johnson
Colorado Architect #203490
@
IJ)
Q.
(I) ::s -ii.r
•
(')
0
3
3 'r--\ \ ..
(I)
Sl.
IU
•
::s
Q. c
IJ) -:::!.
~ •
::s
IJ)
~ ..... c
::::!':
0 ::s
IU
•
(I)
Q. c
(')
IU
::::!':
0 ::s
IU -
Nov 29 07 04:29p Jeffre~ Scott Johnson 970-825 0581 p. 1
l. ae,v J. VJ.. ~
Jeff Johnson Architectural
From: VI/ESTAR, INC. [westar@rof.netj
Sent: Thursday, November 29, 2007 11:49 AM
To: Jeff Johnson
Subject: Battlement Mesa
Jeff.
The following is the request for review:
When! had the top plates for the columns fabricated !requested that the 13116" holes be slotted to 1.5x
the diameter to facilitate the proper placement of the beams since the walls had some irregularities.
The holes were cut on automated equipment not field cut and the plates were 518" thick with A325 bolts
torqued to 250/bs psi dry. The only problem arised when the inspector noted the slotted hole as the
edge was revealed next to the washer and the plans showed round holes. He asked that I get a letter
with approval for the slots.
The slotted holes are okay provided the proper edge distances were maintained per A. I. S.C.
Stephen A. Kesler, P. E.
(970) 625-277 4v
(970) 625-4399f
No virus found in this incoming message.
Checked by A VG Free Edition.
Version: 7.5.503/ Virus Database: 269.16.9/1158-Release Date: 1!/28/2007 9:11PM
11/29/2007
(
No. /Ot6
/) s,ea:ks: Front . ':lear ~~IS:)~ Weatherproofing __________ -'_
RHI ___ _
INSPECTIONS
LH _____ Zoning----..,-
Soils Test~.~~
Footing ____ ___:::.._ ______ _ Mechanical ______ -.;:-c;-:;:-:=;---r-:-----
Eiectrical Rough (State) ~·(?1~
Electris;aJ.fina1 (State) !1-'Zl:-o 7 Foundation ___________ _
Grout ____________ _
Underground. Plumbing· ______ _
Rough Plumbing 8'-3-o 7'1>?4 •
Final fl-#}·1{) '( /Checklist C~W'Iete~:az;;c:
Certificate Occupancy# -l'~v.l-~,t_..J:t:+------
Date -"'=77=:;=::::------~ Framing '2'-s-o7 <frlfi? fl'ii/4~~""
Insulation------------
Roofing .
Drywall g.a,i(-o'1 ~
Septic System ~==:;~;\}~~A~~======= Date
Final
Gas Piping-----'--------
Other _________________ ___
EXTERIOR
Address No.-------------
Drainage--------------
Decks~support & clearance to wood ------
Decks·stalrs & rails --~-------
Exterior' iocks ----'----------
Flashing around doors & windows-------
Insect screens-------------
INTERIOR
GARAGE
Fire wall separation __________ _
Service doors·1%" min.----------
Door (20 min.) w/auto closer-1%" min. _____ _
Mach. equip. 18" above floor _______ _
No opening l~to sleeping area _______ _
BASEMENT·CRAWL AREA
Access ______________ _
Insulation--------------
Headroom/Stairs•------------
Ventilation -----------'-----
NOTES
FINAL CHECKLIST
MECHANICAL ROOM
Boller·---------.,---
Hot water __________ _
F.A. gas/oii•------,-------
Fioordraln·----------
Clearance __________ _
Air con. system ________ _
Hot water heater---------
Combustion alr•---------
Gas piping, valves _____ _: __
LPG Drain----------
FIREPLACE/STOVE
Clearance to combustibles _____ _
Termination of chimney•-~-----
Combustion air ________ _
Hearth (12" or 20" on sides) ____ __
Glass doors-----,-----
Certified by:~---------
REMARKS
(continue on back)
STAIRWAYS.
Headroom (6"6"") ----------
Railing & guardrails ---------
Width __ ~---------
Rise & run __________ :____
KITCHEN
Clearance above grill ________ _
Exhaust fan-~--------
Broiler exhaust (1 hr. these)------
BEDROOMS
Egress ____________ _
Smoke detector----------
BATHROOMS
Exhaust fan------'-----
Shatterproof glass _________ _
OTHER
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS, POSTED ON THE JOB
24 HOURS NOTICE REqUIRED FOR INSPECTIONS
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issued~/.1{.~.7. .. zoned Area ............................... Permit No •••• /w.ts ... .
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with all
laws and regulations related to the zoning, location; construction and erection of the proposed
structure for which this permit is granted, and further agrees that if tbe above said regulations
are not fully complied with in the zoning, location, erection and construction of the above
described structure, the permit may then be revoked by notice from the County Building
Insp.ector and IMMEDIATELY BECOME NULL AND VOID.
Use ,.; I Co.n.
r
•
Setbacks Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From Tbe Street Until Final Inspection.
INSPECTION RECORD
Footing Driveway
Foundation v ~
Underground Plumbing "1vt--Insulation ~
Rough Plumbing >?. 3 -o 7 ;P11 1/Z. Drywall 25--;:r 'f-ol t\i"VV\ ~
Electric Final (by State Inspector) !If¥. i/l/1"' ~
Gas Piping ;V J j{}-
Electric Rough (By State Inspector) ':ffl:Plr:A
Framing<f-.SLI7:¢'l0' ~~~'
(To include Roof in place and ':"ind"ows
and Doors instaUed). ff.. ~-r
Final j/. 3tJ·07 ,f}7rJ G
Septic Final ~
Notes:
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING·
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
For Inspections Call384-5003 108 8th Street Glenwood Springs, Colorado
APPROVED DO NOT DESTROY THIS CARD
DatetJtJJ,, By""\~~~ illuCf. ~LACED SIDE. coviR. Jnu CLEAR PLASTIC
Parcel Detail Page I of3
Garfield County Assessor/Treasurer
Parcel Detail Information
A~~e~~or!Ittl1!~1JIGLP!:9Perj.y_Sei!rch I Assessor Subset Q!le!Y I As~<l_ssor Sales Search
Clerk & Recorder Reception Search
Basic Building Charac_te_ristics I Tax Information
Parcel Detail I Value Detail Sales Detail I Residential/Commercial Improvement Detail
Land Detail I Photographs
I TaxArea II Account Number II Parcel Number II Mill Levy I
I o8o II R470065 II 240717209001 II 39.826 I
Owner Name and Mailing Address
!CONSOLIDATED METROPOLITAN DISTRICT I
IP 0 BOX 6116 I
1109 TAMARISK TRAIL I
!BATTLEMENT MESA, CO 81635 I
Legal Description
lsECT,TWN,RNG:17-7-95 SUB:TOWN I
!CENTER FILING 4 FINAL PLT BLK:l I
LOT: I DESC: RECREATION CENTER
PRE:R470058 BK:0601 PG:0659 BK:1236
IPG:129 RECPT:577142 BK:1236 PG:128 I
IRECPT:577141 BK:0746 PG:0324 I
Location
I Physical Address: IIBATTLEMENT MESA I
I Subdivision: I TOWN CENTER FILING 4
FINALPLT
I Land Acres: I 0
I Land Sq Ft: I 0
I Section II Township II Range I
II II
http://www .garcoact.corn/ assessor/parcel.asp ?ParcelN umber=24071 720900 I 1111/2007
Parcel Detail Page 2 of3
\I 17 II 7 II 95 II
Property Tax Valuation Information
I Actual Value II Assessed Value I
I Land: I Oil 0
I Improvements: II 4,924,sooll 1,428,1101
I Total: II 4,924,sooll 1,428,1101
II
Sale Date: I
Sale Price: I
Basic Building Characteristics
Number of Residential 0 Buildings:
Number of Commllnd 1 Buildings:
Commercial/Industrial Building Occurrence 1 Characteristics I
TOTAL HEATED AREA: jj34,797 I
ABSTRACT CODE: IIEXEMPT-POLITICAL SD-IMPS.\
ARCHITECTURAL STYLE: IIHEALTH CLB
EXTERIOR wALL: IIcoN BLOCK
ROOF COVER: IIPRO PANEL
ROOF STRUCTURE: IILAM. BEAM
I INTERIOR WALL: IIDRYWALL
I FLOOR: ljsHT VINYL I
I FLOOR: jjCARPET I
HEATING FUEL: IiGAS I
HEATING TYPE: IIFORCED AIR I
STORIES: STORIES 1.0 I
BATHS: 4
ROOMS: 1
UNITS: 1
I BEDROOMS:! 0
I YEAR BUILT: 111982 I
Tax Information
http://www .garcoact.com/ assessor/parcel. asp ?ParcelN umber=24071 720900 1 1/1112007
(jJ
Ill a:. <D.
::::J ....
iii' -•
8
3
3
<D a
iii' -• -· ::::J
Q. c
Ill
9:
ll)
•
• <D
Q. c a c.;·
::::J
ll) -
INDEX
Battlement Mesa Activity Center
Weight Room Expansion
DIVISION: ITEM:
ADVERTISEMENT FOR BID
INSTRUCTIONS TO BIDDERS
BIDDER'S PROPOSAL
BID SCHEDULE
GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION
STANDARD FORM OF AGREEMENT BETWEEN OWNER & CONTRACTOR
Project Information
01100 Summary
01200 Price and Payment Procedures
01210 Allowances and Alternates
01300 Administrative Requirements
01330 Submittal Procedures
01400 Quality Requirements
01420 References
01500 Temporary Facilities and Controls
01600 Product Requirements
01701 Execution and Close-out Requirements
01730 Cutting and Patching
01732 Selective Demolition
02751 Concrete Paving
03300 Cast-in Place Concrete
05120 Structural Steel
06100 Rough Carpentry
06200 Finish Carpentry
06400 Cabinetry
07210 Building Insulation
07920 Sealants, Caulking and Seals
08000 Door Schedule
08110 Steel Doors and Frames
08210 Wood Doors
08520 Aluminum Windows
08600 Window .Schedule
08800 Glazing
09000 Wall & Miscellaneous Assemblies
09100 Finish Schedule
09260 Gypsum Board Assemblies
09510 Acoustical Ceilings
09650 Resilient Flooring
09653 Vinyl Base
09800 Acoustical Treatment
09830 Sound Board
09910 Painting
10440 Interior Signage
1 0520 Fire Protection Specialties
INDEX
11/27/2006
1
ADVERTISEMENT FOR BIDS
Battlement Mesa Activity Center
Weight Room Expansion
11/27/2006
sealed Bids will be received by Jeff Johnson of Jeff Johnson Architectural, P .. C .. on behalf of Battlement
Mesa Activity Center, hereinafter referred to as the "OWner", at the conference room of Jeff Johnson Ar-
chitectural, P .. C .. for expansion construction & renovation of the weight room at the Battlement Mesa Activ-
ity Center in Battlement Mesa, Colorado, as depicted in construction documents, specifications, and ad-
denda.
The office of Jeff Johnson Architectural, P .. C .. is located at 136 East Third Street, Rille, Colorado.
Bids will be received until Friday, December 8, 2006, at2:00 PM local time
Bids will be publicly opened and read aloud immediately thereafter ..
A mandatory pre bid conference will be held at the Ba!llement Mesa Activity Center on Monday,
December 4, 2006 .. Prospective General Contractors are asked to report to the information desk of the
Battlement Mesa Activity Center at 10:00 am for a meeting by Larry Huber covering items such as stag-
ing, access, licensing, and construction phasing ..
Construction proposals will be received for one prime contract, including general, mechanical,
and electrical work ..
No bid will be considered unless it is securely sealed in an envelope and filed with the Owner or Architect
prior to the time noted above for the closing of bids.
The owner reserves the right to reject any or all bids, to waive formalities or to award the contract to the
lowest responsible bidder ..
Prime contractors desiring additional drawings and specifications, for the purpose of submitting a bid can
obtain additional sets from Jeff Johnson Architectural, P .. C .. for a fee of $35 .. 00 per drawing and specifica-
tion set, or have the option of obtaining copies of their provided set elsewhere.. Full sets purchased from
the Owner by contractors who submit a bona fide bid, will receive a refund of purchased sets that are
complete, in good condition, and returned within ten (10) days after the opening ofthe bids ..
ADVERTISEMENT FOR BIDS
BIDDER'S PROPOSAL
Battlement Mesa Activity Center
Weight Room Expansion
11/27/2006
In cornpuance with the Advertisement for Bid of Jeff Johnson Architectural, P.C., on behalf of Battlement
Mesa Activity Center; dated December 8, 2006, and subject to all the conditions thereof, the undersigned:
Name of Bidder
Organized and existing under the laws of the Slate of ______ ~, doing business as:
Corporation/Partnership/Individual
1 Hereby proposes to perfonn all work for the construction of the Battlement Mesa Activity Center
weight room expansion in Battlement Mesa, Colorado, as depicted In construction documents,
specifications, and addenda.
2 The undersigned Bidder does hereby declare and stipulate that this Proposal is made in good faith,
without collusion or connection wHh any other person or persons bidding for the same work, and
that it is made In pursuance of and subject to all the terms and conditions of the Advertisement for
Bid, Instruction to Bidders, the Construction Contract, the detailed Specifications and the Plans
pertaining to the work to be done, all of which have been examined by the undersigned.
3 All the various phases of work enumerated in the detaHed Specifications with their individual jobs
and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are
to be by the Contract under one ofthe items listed in the Bid Schedule, irrespective of whether it is
named in said list.
4 Payment for work performed will be in accordance with the Bid Schedule, subject to changes as
provided for in the Construction Contract.
s Contractor has taken into consideration coordination and scheduling requirements in regard to
other Prime Contractors involved in the Project, and understands that construction phasing will be
necessary to ensure continuous operation of the ActivitY Center, as outlined by the Owner.
6 Contractor has reviewed document Instructions to Bidders and has included a signed AlA A312
document "Performance Bond' and included the cost Of sald bond under General Requirements on
the Bid Schedule ..
7 The bidder acknowledges receipt ofthe following Addenda:
(list Addenda by number; if none, so state)
(Continued on next page)
BIDDER'S PROPOSAL 1
Battlement Mesa Activity Center
Weight Room Expansion
8 Base Bid is for General Construction:
THE TOTAL BASE BID IS:
11/27/2006
·----·-------··---·($. __ --../
Contractor.
By:
Title:
Address:
Phone:
Fax:
Contractor License No.:
BIDDER'S PROPOSAL 2
Battlement Mesa Activity Center
Weight Room Expansion
i 1/27/2006
BID SCHEDULE
____________ , _________ .. __ .. ______________ _
Ul' ITEM: PRICE:
000
500
732
2751
3: lC
~~~~~ann~cd~~==========t==:=:=::j ~~----~----------+--------~
~ast-in-P lace
2C
JO
200
6~ JO
·Steel
'in 1 C
7: 1 i n ·
79:<1 ~ I arid Seals lies1771~ ,---1->ii&e'="er Doors and
821 0 wood Doors
8520
J$$00
19000
!9260
19510
~ 'el:oo
[9! .
'9!
1( 40
1C 20
1500(
15401
1550(
15800
16000
1obOU
.
Wall& . lA
1 Board
I I i
t Floorinq
linvl Eiase
Board
nteJ >r
Fire 1
. Fixtures
I : (
TOTAL:
1Svstem
>n
BID SCHEDULE
.
'
1
Battlement Mesa Activity Center
Weight Room Expansion
GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION
Bidders shall follow AlA Document A201-1997,
General Conditions of the Contract for Construction•
11/27/2006
with the following supplementary conditions fisted below, which supercede any conflicting provisions of
said AlA document
Article 9, Subparagraph 6, Progress Payments
Add the following paragraph:
9.6.8 Beginning on General Contractor's second progress payment request, and occurring on
each subsequent progress payment request thereafter, lien waivers from previously paid
progress payments to the General Contractor and Subcontractors shall be provided.
"This document is not included in this specification but is available from many sources. You may contact
the Architect for a copy if you are unable to find a copy from a local supplier ..
GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION
Battlement Mesa Activity Center
Weight Room Expansion
STANDARD FORM OF AGREEMENT BETWEEN OWNER & CONTRACTOR
Bidders shall follow AlA Document A101-1997,
Standard Form of Agreement Between Owner & Contractor"
11/27/2006
"This document is not included in this specification but is available from many sources.. You may contact
the Architect for a copy if you are unable to find a copy from a local supplier
STANDARD FORM OF AGREEMENT BETWEEN OWNER & CONTRACTOR
SECTION 01100 -SUMMARY
PART 1 -GENERAL
11 SUMMARY OF WORK
Battlement Mesa Activity Center
Weight Room Expansion
A. Project: Battlement Mesa Activity Center Weight Room Expansion
B. OWner: Battlement Mesa Activity Center
c. Architect: Jeff Johnson Architectural, P .C.
11/27/2006
D. The work consists of structural modifications for a floor/ceiling assembly and column support
new pass through openings, and interior finish work, to the Battlement Mesa Activity Center, in
Battlement Mesa, Colorado, as described in the Contract Documents, Specifications, and
Addenda.
1 .. 2 WORK RESTRICTIONS
A. Contractor's Use of Premises: During construction, Contractor will be restricted to a defined
construction area detennined by Battlement Mesa Activity Center during the mandatory pre-bid
site visit and orientation. Contractor will have the opportunity to address on site parking, and
staging area requirements during this meeting. Contractor's use of premises shall also be
limited by owner's right to perfonn work or employ other contractors on portions of Project.
PART 2-PRODUCTS (Not Applicable)
PART 3-EXECUTION (Not Applicable)
END OF SECTION 01100
SUMMARY 01100-1
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 01200-PRICE AND PAYMENT PROCEDURES
PART 1 -GENERAL ..
1..1 CONTRACT MODIFICATION PROCEDURES
1112712006
A. On Owners approval of a proposal from Contractor, Architect will issue a Change Order for all
changes to the Contract Sum or the Contract lime.
B.. When OWner and Contractor disagree on the terms of a proposal, Architect may issue a
Construction Change Directive, instructing Contractor to proceed with the change. Construction
Change Directive will contain a description of the change and designate the method to be
followed to determine changes to the Contract sum and/or the Contract lime.
1.2 PAYMENT PROCEDURES
A. Submit a Schedule of Values at least 10 days before the first Application for Payment In
Schedule of Values, break down the Contract Sum into at least one line item for each
Specification Section. Correlate the Schedule of Values with Contractor's Construction
Schedule. Schedule of Values shall conform to Bid Schedule provided by General Contractor at
bid opening, reflecting any changes made through negotiation after award of contract.
B. Submit 3 copies of each application for payment on AlA Document G702f703, according to the
schedule established in OWner/Contmctor Agreement
1.. For the second Application for Payment through the Application for Payment submitted at
Substantial Completion, submit partial releases of liens from each subcontractor or
supplier for whom amounts were included in the previous Application for Payment.
2. Submit final Application for Payment after completion of Project closeout procedures with
release of liens and supporting documentation.. Include consent of surety to final
payment and insurance certificates ..
PART 2-PRODUCTS (Not Applicable)
PART 3-EXECUTION (Not Applicable)
END OF SECTION 01200
PRICE AND PAYMENT PROCEDURES 01200 ··1
PART 1 GENERAL
1 .1 ALLOWANCES
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 01210
ALLOWANCES AND ALTERNATES
11/27/2006
A. Allowances: Lump sum allowances and unit cost allowances shall include all costs
including overflead and profit except as specifically noted.. Coordinate allowances
with requirements for related and adjacent work.
B. Notification of Owner: Notify Owner of date when final decision on allowance items
is required to avoid delays in the worl<.
C. Certification of Quantities: Furnish certification that quantities of products purchased
are the actual quantities needed with reasonable allowance for cutting or installation
losses, tolerances, mixing, waste, and similar margins.
D. Invoices and Delivery Slips: Submit invoices or delivery slips to indicate actual
quantities of materials delivered and costs.. Indicate amounts of applicable trade
discounts.
1 2 ALTERNATES
A. Total Price: Provide total price for each alternate in Bid Form. Include cost of
modifications to other work to accommodate alternate. Include related costs such
as overhead and profit.
B. Acceptance of Aftemates: Owner will determine which alternates are selected for
inclusion in the Contract.
C.. Coordination of Alternates: Modify or adjust affected adjacent work as necessary to
integrate work of the alternate into Project Coordinate alternates with related work
to ensure that work affected by each selected alternate is properly accomplished ..
PART 2 PRODUCTS-Not Applicable To This Section
PART 3 EXECUTION -Not Applicable to This Section
END OF SECTION
ALLOWANCES AND ALTERNATES 01210-1
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 01300-ADMINISTRATIVE REQUIREMENTS
PART 1 -GENERAL
1 .. 1 PROJECT MANAGEMENT AND COORDINATION
11/27/2006
A Coordinate construction to ensure efficient and orderly installation of each part of the Work.
B. Conduct progress meetings at Pmject site at up to a weekly basis .. Notify Architect of meeting
dates and times.. Require attendance of each subcontractor or other entity concerned with
current progress or involved with planning or coordination of future aclivities ..
1 . Upon Owner or Architect's request, record minutes and disttibute to parties involved,
including Owner and Architect ..
1 .. 2 SUBMITTAL PROCEDURES
A. Coordinate each submittal with fabrication, purchasing, tesling, delivery, other submittals, and
related activities that require sequential activity.
1.. No extension of the Contract Time will be authorized because of failure to transmit
submittals enough in advance of the Work to penni! processing ..
2. Architecl will not accept submittals from sources other than Contractor:.
3. Identify deviations from the contract Documents, failure to do so will result in rejection.
4.. Submit three copies of each submittal..
B. Place a permanent label orfitle block on each submittal for identification. Provide a 4-by 5-inch
space on the label or beside title block to record review and approval markings and action
taken. Include the following information on the label:
1. Project name.
2. Date.
3.. Name and address of contractor.
4.. Name and address of subcontractor or supplier ..
5.. Number and title of appropriate Specification Section.
C.. Upon receipt of a Conl!actor signed and labeled submittal, Archffect will review, mark as
appropriate to indicate action taken, and return copies less those retained.. Compliance with
specified requirements remains Contractors responsibiiHy ..
D Construction Schedule Submittal Procedure:
1 . Submit schedule within ten business days after date established tor Commencement of
the Work. Distribute copies to Owner, Architect, subcontractors, and parties required to
comply With dates.
2.. Revise the schedule after each meeting or activity where revisions have been made. As
Work progresses, mark each bar to indicate actual completion. Distlibute revised copies
to OWner, Architect, subcontraclors, and parties required to comply with dates.
ADMINISTRATIVE REQUIREMENTS 01300-1
PART 2-PRODUCTS
2.1 ACTION SUBMITTALS
Battlement Mesa Activity Center
Weight Room Expansion
11/27/2006
A. Product Data: Mart<: each copy to show applicable choices and options. Include the following:
1 . Data indicating compliance with specified standards and requirements.
2. Notation of coordination requirements ..
3. For equipment data, include rated capacities, dimensions, weights, required clearances,
end furnished specialties and accessories ..
B. Shop Drawings: Submit Project-specific information drawn to scale. Do not base Shop
Drawings on reproductions of the Contract Documents or standard printed data. Submit 1
reproducible plint and 1 blue-or black-line plint on sheets at least 8-112 by 11 inches but no
larger than 24 by 36 inches. Architect will return the reproducible print. Include the following:
1. Dimensions, profiles, methods of attachment, large scale details, and other information,
as appropriate for the Work.
2. Identification of products and matelials.
3.. Notation of coordination requirements ..
4.. Notation of dimensions established by field measurement.
C. Samples: Submit Samples finished as specified and identical with the mateoial proposed.
Where variations are inherent in the material, submit sufficient units to show full range of the
variations. Include name of manufacturer and product name on label.
2 . .2 INFORMATION SUBMITTALS
A.. Construction Schedule: Prepare a horizontal bar•chart Contractor's construction schedule ..
1.. Provide a separate time bar for each activity, using same breakdown of Work indicated in
the Schedule of Values, and a vertical line to identify the first workday of each week.
2.. Coordinate each element with other activities. Show each activity in proper sequence.
Indicate sequences necessary for completion of. related Work.
3.. Indicate Substantial Completion and allow time for Architect's procedures necessary for
certifying Substantial Completion.
B. Product Certificates: Prepare wlitten statements on manufacturer's letterhead certifying that
product complies with requirements ..
PART 3-EXECUTION (Not Applicable)
END OF SECTION 01$00
ADMINISTRATIVE REQUIREMENTS 01300-2
PART 1 GENERAL
1.1 SUMMARY
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 01330
SUBMITTAL PROCEDURES
11/27/2006
A. Types of submittals: Provide types of submittals listed in individual sections and
number of copies required below"
1 . Shop drawings, reviewed and annotated by the Contractor-3 copies.
2.. Product data - 3 copies"
3. Samples -2, plus extra samples as required to indicate range of color, finish,
and texture to be expected"
4.. Inspection and test reports-3 copies.
5. Wammties-3 copies.
6. SuiVey data - 3 copies ..
7. Closeout submittals-3 copies.
B.. Submittal Procedures: Comply with project format for submittals.. Comply with
submittal procedures established by Architect including Architect's submittal and
shop drawing stamp" Provide required resubmittals if original submittals are not
approved" Provide distribution of approved copies including modifications after
submittals have been approved ..
c. Samples and Shop Drawings: Samples and shop drawings shall be prepared
specifically for ttiis project Shop drawings shall include dimensions and details,
including adjacent construction and related work. Note special coordination
required. Note any deviations from requirements of the Contract Documents.
D.. Wananties: Provide warranties as specified; warranties shall not limn length of lime
for remedy of damages owner may have by legal statute.. Contractor, supplier or
installer responsible for performance of wananty shall sign warranties.
PART 2 EXECUTION-Not Applicable To This Section
END OF SECTION
SUBMITTAL PROCEDURES 01330-1
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 01400-QUALITY REQUIREMENTS
PART 1-GENERAL
1. SECTION REQUIREMENTS
11/27/2006
A Testing and inspecting services are required to verity compliance with requirements specified or
indicated. These services do not relieve Contractor of responsibility for compliance with the
Contract Document requirements.
1. Testing and inspecting services are required to ensure structural integrity and shall be
performed by independent testing agencies Owner requested tests are as follows:
a. Concrete footer pad, per testing agencies requirements
2 Contractor is responsible for scheduling inspections and tests and notifying testing
agency.
3. Retesting and Reinspecting: Contractor shall pay for additional testing and inspecting
required as a result of tests and inspections indicating noncompliance with requirements.
B. Performance and Design Criteria: Where design services or certifications by a professional
engineer are required by the Contract Documents, provide products and systems complying with
specific performance and design criteria indicated.
1. If criteria indicated are not sufficient to perform services or certification required, submit a
written request for additional information to Architect.
2. Professional Engineer Qualifications: A professional engineer who is legally qualified to
practice in jurisdiction where Project is located and who is experienced in providing
engineering services of the kind indicated
C Submittals: Testing agency shall submit a certified written report of each inspection and test to
Architect, Contractor, structural engineer, and to authorities having jurisdiction when authorities
so direct Reports of each inspection, test, or similar service shall include the following:
1 Name, address, and telephone number of testing agency.
2 Project title and testing agency's project number
3. Date of report and designation (number)
4. Dates and locations where samples were taken or inspections and field tests made.
5. Ambient conditions at the time of sample taking and inspecting or field testing.
6. Names of individuals taking the sample or making the inspection or test
7. Product and test method.
8. Inspection or test data including interpretation oftest results and comments or
professional opinion on whether Inspected or tested Work complies with requirements.
9. Recommendations on retesting or reinspection.
10. Name and signature of laboratory inspector.
D Testing Agency Qualifications: Agencies that specialize in the types of inspections and tests to
be performed and are acceptable to authorities having jurisdiction.
E Testing Agency Responsibilities: Testing agency shall cooperate with Architect and Contractor in
performing its duties. and shall provide qualified personnel to perform inspections and tests.
1 Agency shall promptly notify Architect and Contractor of deficiencies in the Work
observed during performance of its services
QUALITY REQUIREMENTS 01400-1
Battlement Mesa Activity Center
Weight Room Expansion
11/27/2006
2 Agency shall not release, revoke, alter, or enlarge requirements of the Contract
Documents nor approve or accept any portion of the Work.
3 Agency shall not perform duties of Contractor
F. Auxiliary Services: Cooperate with testing agencies and provide auxiliary services as requested,
including the following:
1 . Access to the Work.
2 Incidental labor and facilities to assist inspections and tests.
3 Adequate quantities of materials for testing, and assistance in taking samples
4. Facilities for storing and curing test samples
5. Security and protection for samples and test equipment.
PRODUCTS (Not Applicable)
EXECUTION (Not Applicable)
END OF SECTION 01400
QUALITY REQUIREMENTS 01400-2
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 01420-REFERENCES
PART 1-GENERAL
1 1 GENERAL REQUIREMENTS
11/27/2006
A Publication Dates: Comply with standards in effect as of date of the Contract Documents,
unless otherwise indicated.
B Abbreviations and Acronyms: Where abbreviations and acronyms are used in Specifications or
other Contract Documents, they shall mean the recognized name of the entities in the following
list Names, telephone numbers, and Web site addresses are subject to change and are
believed to be accurate and up-to-date as of the date of the Contract Documents.
AA
Aluminum Association, Inc. (The)
www.aluminum.org
AABC
Associated Air Balance Council
www.aabchq.com
AAMA
American Architectural Manufacturers Association
www.aamanetorg
ACI
American Concrete Institute/ACI International
www.aci-intorg
AF&PA
American Forest & Paper Association
www.afandpa.org ·
AGA
American Gas Association
www.aga.org
AHA
American Hardboard Association
www.ahardbd.org
AlA
American Institute of Architects (The)
www.e-architect.com
AISC
American Institute of Steel Construction, Inc.
www.aisc.org
REFERENCES 01420-1
AISI
American Iron and Steel Institute
www.steel.org
AITC
Battlement Mesa Activity Center
Weight Room Expansion
American Institute of Timber Construction
www.aitc"glulam.org
ALSC
American Lumber Standard Committee
AMCA
Air Movement and Control Association International, Inc
www.amca.org
ANSI
American National Standards Institute
www.ansi.org
APA-The Engineered Wood Association
www.apawood.org
APA
Architectural Precast Association
www.archprecast.org
ARI
Air-Conditioning & Refrigeration Institute
www.ari.org
ASCE
American Society of Civil Engineers
www.asce.org
ASH RAE
American Society of Heating, Refrigerating and
Air-Conditioning Engineers
www.ashrae.org
ASME International
(The American Society of Mechanical Engineers
International)
www.asme.org
ASSE
American Society of Sanitary Engineering
www.asse-plumbinq.org
ASTM
American Society for Testing and Materials
www.astm.org
AWl
Architectural Woodwork Institute
www.awinet.org
REFERENCES
11/27/2006
01420-2
AWS
American Welding Society
www.aws.org
BHMA
Battlement Mesa Activity Center
Weight Room Expansion
Builders Hardware Manufacturers Association
www. buildershardware.com
BOCA International, Inc.
www.bocai.org
CFFA
Chemical Fabrics & Film AssociaUon, Inc
www.chemicalfabricsandfilm.com
CFR
Code of Federal Regulations
www.access.qpo.gov/nara/cfr
CISCA
Ceilings & Interior Systems Construction Association
www. cis ca. org
CIS PI
Cast Iron Soil Pipe Institute
www.cispi.org
CRD Standards
www.wes.army.mil
CRSI
Concrete Reinforcing Steel Institute
www.crsi.org
CSA International
(Formerly: lAS -International Approval Services)
'#Ww.iasapprovals.org
DHI
Door and Hardware Institute
www.dhi.org
DOC
Department of Commerce
www.doc.gov
DOD
Department of Defense
DOD Specifications and Standards
http://astimage.daps.dla.mil/online/
REFERENCES
11/27/2006
01420-3
EINTIA
Battlement Mesa Activity Center
Weight Room Expansion
Electronic Industries Alliance!felecommunications Industry
Association
www.eia.org
EIFS Industry Members Association
www.eifsfacts.com
EPA
Environmental Protection Agency
www.epa.gov
GA
Gypsum Association
www.gypsum.org
ICBO
International Conference of Building Officials
www.icbo.org
IEEE
Institute of Electrical and Electronics Engineers, Inc {The)
www.leee.org
IESNA
Illuminating Engineering Society of North America {The)
www.iesna.org
IGCC
Insulating Glass Certification Council
www.igcc.org
ITS
lntertek Testing Services
www.itsglobal.com
MBMA
Metal Building Manufacturers Association
www.mbma.com
MSHA
Mine Safety and Health Administration, U s. Department of Labor
www.msha.gov
NEBB
National Environmental Balancing Bureau
www.nebb.org
NECA
National Electrical Contractors Association
www.necanet.org
NeLMA
Northeastern Lumber Manufacturers' Association
www.nelma.org
REFERENCES
11/27/2006
01420-4
NEMA
Battlement Mesa Activity Center
Weight Room Expansion
National Electrical Manufacturers Association
www.nema.org
NETA
InterNational Electrical Testing Association
www.netaworld.org
NFPA
National Fire Protection Association
www.nfpa.org
PDCA
Painting and Decorating Contractors of America
www.pdca.com
RCSC
Research Council on Structural Connections
c/oAISC
www.boltcouncil.org
SDI
Steel Door Institute
www.steeldoor.org
SIGMA
Sealed Insulating Glass Manufacturers Association
www.sigmaonline.org/sigma
SJI
Steel Joist Institute
www.steeljoist.org
SMACNA
Sheet Metal and Air Conditioning Contractors' National Association
www .smacna.org
SSMA
Steel stud Manufacturers Association
(Formerly: MLISFA-Metal Lath/Steel Framing Association)
www.ssma.com
TCA
Tile Council of America, Inc.
www. tileusa.com
Underwriters Laboratories Inc
www.ul.com
WDMA
Window & Door Manufacturers Association
(Formerly: NWWDA-National Wood Window and Door Association)
www.wdma.com
END OF SECTION 01420
REFERENCES
11/27/2006
01420-5
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 01500-TEMPORARY FACILITIES AND CONTROLS
PART 1 -GENERAL
1.1 SECTION REQUIREMENTS
11/27/2006
A Use Charges: Contractor shall pay use charges for temporary utilities except for those listed
under Temporary utilities below.
B. Standards: Comply with ANSI A10 6, NECA's "Temporary Electrical Facilities," and NFPA 241.
1 Electrical Service: Comply with NEMA, NECA, and UL standards and regulations for
temporary electric service Install service to comply with NFPA 70.
C Temporary Utilities: Battlement Mesa Activity Center shall provide sanitary facilities and
electrical power for contractor Contractor shall determine facility needs and coordinate with
Owner regarding location and availability of temporary facilities. Contractor shall provide
temporary services above and beyond those provided by Owner if the provisions are
inadequate. Contractor shall be responsible for electrical hook-up to any provided electrtcal
panels.
PART 2-PRODUCTS
2 1 EQUIPMENT
A Heating Equipment: Unless Owner authorizes use of permanent heating system, provide
vented, self-contained heaters with thermostatic control.
1 Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating
units is prohibited.
2. Heating Units: Listed and labeled, by a testing agency acceptable to authorities having
jurisdiction, and marked for Intended use for type of fuel being consumed
PART 3 ·EXECUTION
3.1 TEMPORARY UTILITIES
A. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking-water fixtures.
Comply with regulations and health codes for type, number, location, operation, and
maintenance of fixtures and facilities. Coordinate with Owner regarding availability of owner
provided sanitary facilities.
3 2 TEMPORARY FACILITIES
A Provide field offices, storage trailers, and other support facilities as necessary for the Work
B Collect waste daily and, when containers are full, legally dispose of waste off-site.
TEMPORARY FACiLITIES AND CONTROLS 01500. 1
Battlement Mesa Activity Center
Weight Room Expansion
11/27/2006
1. Handle hazardous, dangerous, or unsanitary waste materials in separate closed waste
containers Dispose of material according to applicable laws and regulations.
C Provide temporary enclosures for protection of construction and workers from inclement
weather and for containment of heat.
D Install project identification and other signs in locations approved by Owner to inform the public
and persons seeking entrance to Project
3.3 TERMINATION AND REMOVAL
A Remove temporary facilities and controls before Substantial Completion. Personnel remaining
after Substantial Completion will be permitted to use permanent facilities, under conditions
acceptable to Owner.
END OF SECTION 01500
TEMPORARY FACILITIES AND CONTROLS 01500-2
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 01600-PRODUCT REQUIREMENTS
PART 1 -GENERAL
1 1 SECTION REQUIREMENTS
11/27/2006
A Provide products of same kind from a single source The term "product" includes the terms
~~material/' ~~equipment/' 1'system," and similar terms.
8 Product Substitutions: Substitutions include products and methods of construction differing
from that required by the Contract Documents and proposed by Contractor after award of the
Contract
1. Submit three copies of each request for product substitution.
2. Submit requests within ten business days after signing the Contract
3 Submit requests in time to permit processing of request and subsequent submittals, if
any, sufficiently in advance of when materials are required in the Work.. Do not submit
unapproved substitutions on Shop Drawings or other submittals.
4. Identify product to be replaced and provide complete documentation showing compliance
of proposed substitution with applicable requirements. Include a full comparison with the
specified product, a list of changes to other Work required to accommodate the
substitution, and any proposed changes in the Contract Sum or the Contract Time should
the substitution be accepted
5. Architect will review the proposed substitution and notify Contractor of its acceptance or
rejection.
C Comparable Product Submittal:
1 Submit three copies of each request for approval of products as comparable to basis-of-
design products Submit requests in time to permit processing of request and
subsequent submittals, if any, sufficiently in advance of when materials are required in
the Work Do not submit unapproved products on Shop Drawings or other submittals
2. Identify product to be replaced and provide complete documentation showing compliance
of proposed product with applicable requirements. Include a full comparison with the
specified product
3 Architect will review the proposed product and notify Contractor of its acceptance or
rejection
D. Deliver, store, and handle products using means and methods that will prevent damage,
deterioration, and loss, including theft Comply with manufacturers written instructions.
1. Schedule delivery to minimize long-term storage at Project site and to prevent
overcrowding of construction spaces.
2 Deliver products to Project site in manufacturer's original sealed container or packaging,
complete with labels and instructions for handling, storing, unpacking, protecting, and
installing
3. Inspect products on delivery to ensure compliance with the Contract Documents and to
ensure that products are undamaged and properly protected.
4 Store materials in a manner that will not endanger Project structure.
5. Store products that are subject to damage by the elements, under cover in a weathertight
enclosure above ground, with ventilation adequate to prevent condensation
PRODUCT REQUIREMENTS 01600-1
PART 2-PRODUCTS
2 1 PRODUCT OPTIONS
Battlement Mesa Activity Center
Weight Room Expansion
A Select products to comply with all of the following that are applicable:
11/27/2006
1. Where a product or manufacturer is named, provide the item indicated No substitutions
will be permitted wtthout prior approval by the Architect
2. Where a product is described with required characteristics, provide a product that
complies with those characteristics.
3 Where compliance with performance requirements is specified, provide products that
comply and are recommended In writing by the manufacturer for the application.
4. Where compliance with codes, regulations, or standards, is specified, select a product
that complies with the codes, regulations, or standards referenced
B Unless otherwise indicated, Architect will select color, pattern, and texture of each product from
manufacturer's full range of standard options.
PART 3-EXECUTION (Not Applicable}
END OF SECTION 01600
PRODUCT REQUIREMENTS 01600-2
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 01701-EXECUTION AND CLOSEOUT REQUIREMENTS
PART 1 -GENERAL
11 CLOSEOUT SUBMITTALS
11/27/2006
A Record Drawings: Maintain a set of the Contract Drawings as Record Drawings Mark to show
installation that varies from the Work originally shown
B Operation and Maintenance Data: Organize data into three-ring binders with identification on
front and spine of each binder and pocket folders for folded sheet information. Include the
following:
1. . Manufacturer's operation and maintenance brochures.
2 Emergency instructions.
3 Spare parts list
4. Wiring diagrams
5 Copies of warranties
PART 2-PRODUCTS (Not Applicable)
PART 3-EXECUTION
3 1 EXAMINATION AND PREPARATION
A Examine substrates and conditions for compliance with manufacturer's written requirements
including, but not limited to, surfaces that are sound, level, plumb, smooth, clean, and free of
deleterious substances; substrates within installation tolerances; and application conditions
within environmental limits Proceed with installation only after unsatisfactory conditions have
been corrected.
B Verify layout information shown on Drawings, in relation to property survey and existing
benchmarks, before laying out the Work
C Prepare substrates and adjoining surfaces according to manufacturer's written instructions,
including, but not limited to, filler and primer application
D Take field measurements as required to fit the Work properly Where fabricated products are to
be fitted to other construction, verify dimensions by field measurement before fabricating and,
when possible, allow for fitting and trimming during installation.
3 2 CUTTING AND PATCHING
A Do not cut structural members or operational elements without prior written approval of
Structural Engineer. ·
EXECUTION AND CLOSEOUT REQUIREMENTS 01701 -1
Battlement Mesa Activity Center
Weight Room Expansion
11/27/2006
B. For patching, provide materials whose installed performance will equal or surpass that of
existing matelials. For exposed surfaces, provide or finish materials to visually match existing
adjacent surfaces to the fullest extent possible
3 3 INSTALLATION
A. Comply with manufacturer's written instructions for installation. Anchor each product securely in
place, accurately located and aligned. Clean exposed surfaces and protect from damage If
applicable, prepare surfaces for field finishing
B Clean Project site and work areas daily, including common areas
3.4 FINAL CLEANING
A. Clean each surface or item as follows before requesting inspection for certification of
Substantial Completion:
1 Remove labels that are not permanent.
2. Clean transparent materials, including mirrors Remove excess glazing compounds
Replace chipped or broken glass.
3 Clean exposed finishes to a dust-free condition, free of stains, films, and foreign
substances Leave concrete floors broom clean
4. Vacuum carpeted surfaces and wax resilient flooring.
5 Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication.
Clean plumbing fixtures Clean light fixtures and lamps.
6. Clean the site. Sweep paved areas; remove stains, spills, and foreign deposits Rake
grounds to a smooth, even-textured surface
3 5 CLOSEOUT PROCEDURES
A Substantial Completion: Before requesting Substantial Completion inspection, complete the
following:
1 Advise Owner of pending insurance changeover requirements.
2. Submit specific warranties, maintenance. agreements, and similar documents.
3. Obtain and submit releases permitting Owner unrestricted use of the Work and access to
services and utilities Include occupancy permits, operating certificates, and similar
releases.
4 Submit Record Drawings and Specifications, operation and maintenance manuals,
property surveys, and similar final record information.
5. Deliver tools, spare parts, extra materials, and similar items.
6 Changeover locks and transmit keys to Owner.
7 Complete startup testing of systems and instruction of operation and maintenance
personnel
8. Remove temporary facilities and controls.
9 Advise Owner of changeover information related to Owner's occupancy, operation, and
maintt>nance
10. Complete final cleaning requirements, including touchup painting.
11 . Touch up and otherwise repair and restore marred exposed finishes to eliminate visual
defects.
EXECUTION AND CLOSEOUT REQUIREMENTS 01701 -2
Battlement Mesa Activity Center
Weight Room Expansion
11/27/2006
B. On receipt of a request for inspection, Architect will proceed with inspection or advise
Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial
Completion after inspection or advise Contractor of items that must be completed or corrected
before the certificate will be issued
C Request inspection for certification of Final Completion, once the following are complete:
1. Submit a copy of Substantial Completion inspection list stating that each item has been
completed or otherwise resolved for acceptance.
2. Instruct Owner's personnel in operation, adjustment, and maintenance of products,
equipment, and systems.
D. Architect will reinspect the Work on receipt of notice that the Work has been completed.
1. On completion of reinspection, Architect will prepare a final Certificate for Payment. If the
Work is incomplete, Architect will advise Contractor of the Work that is incomplete or
obligations that have not yet been fulfilled.
36 DEMONSTRATION AND TRAINING
A Provide experienced instructors for each piece of equipment that requires operation and
maintenance to provide instruction to Owner's personnel. Include a detailed review of the
following:
1 Include instruction for system design and operational philosophy, review of
documentation, operations, adjustments, troubleshooting, maintenance, and repair
END OF SECTION 01700
EXECUTION AND CLOSEOUT REQUIREMENTS 01701-3
PART 1 GENERAL
11 SUMMARY
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 01730
CUTTING AND PATCHING
11/27/2006
A Cutting and Patching: Provide cutting and patching work to properly complete the
work of the project, complying with project requirements for:
1 . Structural work
2. Mechanical/electrical systems.
3. Visual requirements, Including detailing and tolerances.
4 Operational and safety limitations.
5 Fire resistance ratings.
6 Inspection, preparation, and performance
7 Cleaning
B. Means and Methods: Do not cut and patch in a manner that would result in a failure
of the work to perform as intended, decrease energy performance, increase
maintenance, decrease operational life, or decrease safety performance
C Intent is to patch such that adjacent materials match color, appearance, texture, etc.,
with very little visual impact
PART 2 EXECUTION
2.1 INSTALLATION
A Inspection: Inspect conditions prior to work to identify scope and type of work
required. Protect adjacent work Notify Owner of work requiring interruption to
building services or Owner's operations.
B. Performance of Operations: Perform work with workmen skilled in the trades
involved. Prepare sample area of each type of work for approval.
C Cutting: Use cutting tools, not chopping tools. Make neat holes Minimize damage
to adjacent work Inspect for concealed utilities and structure before cutting.
D. Patching: Make patches, seams, and joints durable and inconspicuous. Comply
with tolerances for new work
E. Cleaning: Clean work area and areas affected by cutting and patching operations
END OF SECTION
CUTTING AND PATCHING 01730-1
Battlement Mesa Activity Center
Weight Room Expansion
11/27/2006
PART 1 GENERAL
1.1 SUMMARY
A Selective Demolition:
SECTION 01732
SELECTIVE DEMOLITION
1. Selective demolition of interior partitions, systems, and building components
designated to be removed
2 Protection of portions of building adjacent to or affected by selective
demontion.
3 Removal of abandoned utilities and wiring systems.
4 Notification to Owner of schedule of shut-off of utilities which serve occupied
spaces.
5. Pollution control during selective demolition, including noise control
6. Removal and legal disposal of materials
B Hazardous Materials: Asbestos and hazardous materials demolition or removal
work is not part of this contract There are no known materials containing asbestos
and other hazardous materials within the work of this contract
12 QUALITY ASSURANCE
A Codes and Regulations: Comply with governing codes and regulations. Use
experienced workers
1.3 PROJECT CONDITIONS
A Occupancy: Immediate areas of work will not be occupied during selective
demolition. The public, including children, may occupy adjacent areas
B Existing Conditions: No responsibility for buildings and structures to be modified will
be assumed by the Owner
PART 2 EXECUTION
2 1 SELECTIVE DEMOLITION
A Demolition Operations: Do not damage building elements and improvements
indicated to remain. Items of salvage value, not included on schedule of salvage
items to be returned to Owner, shall be removed frorn structure. Storage or sale of
items at project site is prohibited.
B. Utilities: Locate, identify, disconnect, and seal or cap off utilities in buildings to be
demolished
C. Shoring and Bracing: Provide and maintain interior and exterior shoring and
bracing
D. Occupied Spaces: Do not close or obstruct streets, walks, drives or other occupied
or used spaces or facilities without the written permission of the Owner and the
authorities having jurisdiction Do not interrupt utilities serving occupied or used
facilities without the written permission of the Owner and authorities having
jurisdiction If necessary, provide temporary utilities
SELECTIVE DEMOLITION 01732-1
Battlement Mesa Activity Center
Weight Room Expansion
11/27/2006
E. Operations: Cease operations if public safety or remaining structures are
endangered. Perform temporary corrective measures until operations can be
continued properly.
F Security: Provide adequate protection against accidental trespassing. Secure
project after work hours
G. Restoration: Restore finishes of patched areas, refer to specification section 01730
END OF SECTION
SELECTIVE DEMOLITION 01732-2
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 02751-CEMENT CONCRETE PAVEMENT
PART 1 -GENERAL
1 1 SECTION REQUIREMENTS
A Submittals: Product Data, design mixes for concrete and laboratory test reports.
B Comply with ACI 301, "Specification for Structural Concrete."
PART 2-PRODUCTS
2.1 MATERIALS
A Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed
B. Welded Steel Wire Fabric: ASTM A 185, flat sheets not rolls.
C Air-Entraining Admixture: ASTM C 260.
D Chemical Admixtures: ASTM C 494 Calcium chloride shall not be used.
2.2 MIXES
A Proportion normal-weight concrete mixes to provide the following properties:
1. Compressive Strength: 3000 psi at 28 days.
2. Slump Limit 3 inches at point of placement
3. W/C Ratio: 0.45 maximum at point of placement
4. Air Content: 5.5 to 7.0 percent
PART 3-EXECUTION
3 1 CONCRETE PAD
A. Accurately position and support reinforcement, and secure against displacement.
11/27/2006
B. Locate and install contraction, construction, isolation, and expansion joints as required.
C Place concrete in a continuous operation within planned joints or sections. Do not add water to
adjust slump.
D. Float surfaces to true planes within a tolerance of 1/4 inch in 10 feet medium-to-fine-textured
broom finish.
E Tool edges and joints to a radius of 3/8 inch.
CEMENT CONCRETE PAVEMENT 02751-1
Battlement Mesa Activity Center
Weight R9om Expansion
11/27/2006
F Begin curing after finishing concrete. Apply membrane-forming curing compound to concrete.
G Remove and replace concrete paving that is broken, damaged, or defective Exclude traffic
from paving for at least 14 days.
END OF SECTION 02751
CEMENT CONCRETE PAVEMENT 02751 -2
PART 1 GENERAL
11 SUMMARY
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 03300
CAST-IN-PLACE-CONCRETE
A. Provide cast-in-place concrete.
1.2 SUBMITTALS
11/27/2006
A. Product Data: Submit manufacturer's product data and installation instructions for
each material and product used.
B Mix Design: Submit for approval mix design proposed for use.
1 .3 QUALITY ASSURANCE
A Comply with governing codes and regulations. Provide products of acceptable
manufacturers, which have been in satisfactory use in similar service for three years
Use experienced installers. Deliver, handle, and store materials in accordance with
manufacturer's instructions.
''
8 Testing: Employ an independent testing agency acceptable to Owner to design
concrete mixes and to perfonm material evaluation tests. Provide 7 and 28 day
cylinder tests. Comply with ASTM c 143, C 173, C 31 and C 39.
C. Standards:
1. ACI 301, Specifications for structural Concrete for Buildings
2 ACI318, Building Code Requirements for Reinforced Concrete, and CRSI
Manual of Standard Practice.
D. Floor Flatness and Levelness Tolerances:
1. Subftoors Under Materials Such as Concrete Toppings, Ceramic Tile, and
Sand Bed Terrazzo: ACI 302.1R and ASTM E 1155, floor flatness (Ff) of 15,
floor levelness (FI) of 13.
2. Subfloors Under Materials Such As Vinyl Tile, Epoxy Toppings, Paint, and
Carpet: ACI 302 1 R and ASTM E 1155, floor flatness (Ff) of 20, floor
levelness (FI) of 17.
PART 2 PRODUCTS
2 1 MATERIALS
A. Cast-In-Place Concrete Applications:
1 Application: Footer Pads & Patch up flatwork
PART 3 EXECUTION
3 1 INSTALLATION
A Comply with ASTM C 94. Do not change mix design without approval Calcium
chloride admiXtures are not permitted.
8 Chamfer exposed edges/comers to provide straight Jines.
CAST-IN-PLACE-CONCRETE 03300-1
Battlement Mesa Activity Center
Weight Room Expansion
C. Tolerance: Plus 1/8" in 1 0" for grade, alignment, and straightness.
D Construction Joints: Use keyways, continue reinforcement through joint
11/27/2006
E Isolation Joints: Provide between slabs and vertical elements such as columns and
structural walls
F. Control Joints: Provide sawn or tooled joints or removeable insert strips; depth
equal to 1/4 slab thickness. Spacing as required and approved.
G Wall Finishes: As-cast and patched for concealed work; rubbed smooth, filled and
cement paste coated for exposed work.
H. Slab Finishes:
1 Trowel: Hard, smooth, uniform surface for areas to receive resilient flooring,
carpet, or other thin finish material.
2 Broom: After trowel finishing, roughen surface by fine brooming
perpendicular to traffic direction for exposed exterior walks, steps and ramps
I. Cure and protect work. Report defective work in writing.
END OF SECTION
CAST-IN-PLACE-CONCRETE 03300-2
PART 1 GENERAL
11 SUMMARY
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 05120
STRUCTURAL STEEL
11/27/2006
A. Provide structural steel for building construction, including structural members and
guardrail in Weight Room 2
1 2 SUBMITTALS
A Product Data: Submit manufacturer's product data and installation instructions for
each material and product used.
B. Shop Drawings: Submit shop drawings indicating material characteristics, details of
construction, connections, and relationship with adjacent construction.
1 Shop drawings shall be prepared and stamped by a qualified engineer
licensed in the jurisdiction of the project.
C. Submtt for approval test reports.
1 3 QUALITY ASSURANCE
' A. Comply with governing codes and regulations Provide products of acceptable
manufacturers, which have been in satisfactory use In similar service for three years
Use experienced installers. Deliver, handle, and store materials in accordance with
manufacturer's instructions.
B Standards: AISC, Code of Standard Practice for Steel Buildings and Bridges, and
applicable regulations.
C. Archttecturally Exposed Structural Steel: Comply with fabrication requirements,
Including tolerance limits, and installation tolerances of AISC's "Code of Standard
Practice for Steel Buildings and Bridges" for structural steel identified as
architecturally exposed structural steel.
D Testing: Independent testing laboratory.
E. Erection Tolerances: AISC standards.
PART 2 PRODUCTS
2.1 MATERIALS
A Manufacturers: CEMCO I California Expanded Metal Products Co. or equal
B Structural Steel Applications:
1. Application: Building structure and guard rail
refer to structural construction drawings for size & location
C Steel Materials:
1. Steel Pipe: ASTM A 53, Type E or S, Grade B; or ASTM A 501.
2. Steel Beam: as specified on structural drawings
STRUCTURAL STEEL 05120-1
D. Auxiliary Materials:
Battlement Mesa Activity Center
Weight Room Expansion
1. Electrodes for Welding: AWS Code.
11/27/2006
2. Structural Steel Primer Paint: SSPC -Paint 13, compatible with topcoats
3. Cement Grout: Portland cement, sand
PART 3 EXECUTION
3.1 INSTALLATION
A Comply with AISC codes and specifications, and with AWS "Structural Welding
Codeu
B. Employ a registered engineer to check elevations and plumb and level tolerances;
certify that installed work is within AISC Standards. Owner may engage
testing/inspection agency to inspect welded and bolted connections.
C. Guard rail steel: Fabricate with special care using materials carefully selected for
best appearance. Store materials off ground and keep clean cut, fit and assemble
work with surfaces smooth, square and with complete contact-at joints. Set all
cambers up Weld all work continuously; grind smooth and flush to make seams not
visible after priming Prepare surfaces to comply with SSPC-SP6; apply prime coat
within 24 hours after cleaning.
D. Touch-up field welds and abraded areas with shop primer.
END OF SECTION
STRUCTURAL STEEL 05120-2
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 06100-ROUGH CARPENTRY
PART 1 -GENERAL
1.1 SECTION REQUIREMENTS
A Submittals: Model code evaluation reports for engineered wood products.
PART 2-PRODUCTS
2.1 WOOD PRODUCTS, GENERAL
11/27/2006
A Lumber: Provide dressed lumber, S4S, 15 percent maximum moisture content for 2-inch nominal
thickness or less, marked with grade stamp of inspection agency
B. Engineered Wood Products: Acceptable to authorities having jurisdiction and for which current model
code research or evaluation reports exist that show compliance with building code in effect for Project
C, Wood Structural Panels: DOC PS 2 Provide plywood complying with DOC PS 1, where plywood is
indicated,
2.2 TREATED MATERIALS
A Preservative-Treated Materials: AWPA C2 lumber and AWPA C9 plywood, labeled by an inspection
agency approved by ALSC's Board of Review, After treatment, kiln-dry lumber and plywood to 19 and 15
percent moisture content, respectively. Treat indicated items and the following:
1. Wood members in connection with roofing, flashing, vapor barriers, and waterproofing.
2. Concealed members in contact with masonry or concrete.
3 Wood framing members less than 18 inches above grade
4 Wood floor plates installed over concrete slabs directly in contact with earth.
2.3 LUMBER
A Dimension Lumber: The following grades are per inspection agency indicated:
1. Non-Load-Bearing Interior Partitions: ·Standard, Stud, or No 3:
2. Framing Other Than Non-Load-Bearing Partitions: No. 2: Douglas fir-larch: NLGA. WCLIB, or
WWPA
B. Concealed Boards: 19 percent maximum moisture content
2.4 ENGINEERED WOOD PRODUCTS
A Engineered wood products with allowable design stresses, as published by manufacturer, that meet or
exceed those indicated · Manufacturer's published values shall be demonstrated by comprehensive
testing.
B. Laminated-Veneer Lumber: Manufactured with exterior-type adhesive complying with ASTM D 2559
Allowable design values determined according to ASTM D 5456.
ROUGH CARPENTRY 06100-1
Battlement Mesa Activity Center
Weight Room Expansion
1 Extreme Fiber Stress in Bending, Edgewise: per structural recommendations
2. Modulus of Elasticity, Edgewise: per structural recommendations
11/27/2006
C Wood /-Joists: Prefabricated units complying with APA PRI-400; depths and perfonnance ratings not less
than those indicated
1. Web Material: Either oriented strand board or plywood, Exposure 1
2. Structural Capacities: Establish and monitor structural capacities according to ASTM D 5055.
3. Trademark: Factory mark /-joists witl1 APA trademark indicating nominal joist depth, joist class,
span ratings, mill identification, and !-joist compliance with APA standard.
D. Rim Boards: Performance-rated product complying with APA PRR-401.
1. Thickness and Grade: 1-1/8-inch rim board
2. Trademark: Factory mark with APA trademark indicating thickness, grade, and compliance with
APA standard
2.5 PANEL PRODUCTS
A. Plywood Wall Sheathing: Exposure 1 sheathing.
B Oriented-Strand-Board Wall Sheathing: Exposure 1 sheathing.
C Paper-Surfaced Gypsum Wall Sheathing: ASTM C 79/C 79M, water-resistant core.
D Plywood Subflooring: Exposure 1 single-floor panels or sheathing
2 6 MISCELLANEOUS PRODUCTS
A. Fasteners: Size and type indicated. Where rough carpentry is exposed to weather, in ground contact, or
in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with
ASTM A 153/A 153M
1. Power-Driven Fasteners: CABO NER-272.
2. Bolts: Steel bolts complying with ASTM A 307, Grade A with ASTM A 563 hex nuts and, where
indicated, flat washers.
B Metal Framing Anchors: Hot-dip galvanized steel of structural capacity, type, and size indicated
C. Building Paper: Asphalt-saturated organic felt complying with ASTM D 226, Type I (No. 15 asphalt felt),
unperforated.
D Building Wrap: Air-retarder sheeting made from po/yolefins; cross-laminated films, woven strands, or
spun-bonded fibers; coated or uncoated; with or without periorations; and complying with ASTM E 1677,
Type/.
E. Sill-Sealer: Glass-fiber insulation, 1-inch thick, compressible to 1/32 inch.
F. Adhesives for Field Gluing Panels to Framing: APAAFG-01
PART 3-EXECUTION
3 1 INSTALLATION
ROUGH CARPENTRY 06100-2
Battlement Mesa Activity Center
Weight Room Expansion
11/27/2006
A Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted Locate
nailers, blocking, and similar supports to comply with requirements for attaching other construction
B. Provide required blocking, window bucks, and nailers to accommodate building components such as
windows, door frames, grab bars, recessed assemblies, and sflilifar items.
C. Securely attach rough carpentry to substrates, complying with the following:
1 CABO NER-272 for power-<lrtven fasteners
2. Published requirements of metal framing anchor manufacturer
3. Table 23-11-B-1, "Nailing Schedule," and Table 23-11-8-2, "Wood Structural Panel Roof Sheathing
Nailing Schedule," in the Uniform Building Code
D. Fastening Methods: Comply with recommendations in APA Form No E30K and the following:
1. Combination Subfioortng-Underlayment: Glue and nail to framing.
2. Subfiooring; Glue and nail to rraming.
3 Sheathing: Nail to framing.
4. Underlayment: Nail or staple to subflooring.
END OF SECTION 06100
ROUGH CARPENTRY 06100-3
SECTION 06400 -CABINETRY
PART 1 -GENERAL
Battlement Mesa Activity Center
Weight Room Expansion
1. 1 SECTION REQUIREMENTS
A Submittals: Product Data, Shop Drawings, and material and color Samples ·
11/27/2006
B Verify dimensions by field measurements; measure for countertops after base cabinets are Installed
C. Standards: Architectural Woodwork Institute (AWl) 'Architectural Woodwork Quality Standards.'
D Provide necessary blocking to ensure sound, tight, and secure installation
PART 2 -PRODUCTS
2 1 SHELVING
A Shelving within closets: 15" deep, %" minimum thickness plywood with hardwood edgeband,
paint plywood color of closet interior.
22 CASEWORK
A Kitchenette Cabinets: Wood-faced cabinets, reveal overlay style, Maple veneer, natural stain.
Based cabs 24" deep, 34" high, Wall cabinets 12" deep, 30" high.
B. Countertop and Splashes: Stone-Ply composite countertop by Stromberg Architectural Products
inc. applied directly to smooth plywood substrate, with bullnose edge detail. Finish to be Granite
style #G682.
PART3-EXECUTION
3.1 INSTALLATION
A. Install cabinets with no variations In flushness of adjoining surfaces by using concealed shims. Where
casework abuts other finished work, scribe and cut for accurate fit. Provide filler sbips, scribe strips, and
moldings in finish to match casework face.
B. Install cabinets without distortion so doors and drawers fit openings properly and are aligned
C. Install level and plumb to a tolerance of 1/8 inch in 8 feet .
D Fasten each cabinet to adjacent unit and to structural members of wall construction. Fasten wall cabinets
through back, near top and bottom, at ends and not Jess than 24 inches o c
E. Fasten plasflc-Jaminate countertops by screwing through comer blocks in base units into underside of
countertop. Spline and glue joints in countertops and use concealed mechanical clamps.
CABINETRY 06400-1
Battlement Mesa Activity Center
Weight Room Expansion
11/27/2006
F. Install materials and systems in accordance with manufacturer's instructions and approved submittals.
Install materials and systems in proper relation with adjacent construction. Coordinate with work of other
sections.
G. Comply with manufacturer's requirements for cutting, handling, fastening and working treated materials
H Repair minor damage, clean and protect
END OF SECTION 06400
CABINETRY 06400-2
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 07210-BUILDING INSULATION
PART 1 -GENERAL
PART 2 • PRODUCTS
21 INSULATION PRODUCTS
11/27/2006
A Acoustic insulation: Friction fit, full thick batt, layered within floor/ceiling assembly for cavity fill.
PART 3-EXECUTION
3.1 INSTALLATION
A Install insulation in areas indicated or required to produce a minimum layer of six inches. Cut and fit tightly
around obstructions and fill voids with insulation.
END OF SECTION 07210
BUILDING INSULATION 07210-1
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 07920-JOINT SEALANTS
PART 1 -GENERAL
1.1 SECTION REQUIREMENTS
11/27/2006
A Environmental Limitations: Do not proceed with installation of joint sealants when ambient and
substrate temperature condiUons are outside limits pennitted by joint sealant manufacturer or
are below 40 deg F.
PART 2 -PRODUCTS
2.1 JOINT SEALANTS
A Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible
with one another and with joint substrates under service and application conditions.
B. Sealant for General Extelior Use Where Another Type Is Not Specified:
1 Single-component, neutral-curing silicone sealant, ASTM C 920, Type S; Grade NS;
Class 25; Uses T, NT, M, G, A, and 0.
C. Sealant for Use in Interior Joints in Ceramic Tile and Other Hard Surfaces in Kitchens and Toilet
Rooms and Around Plumbing Fixtures:
1 Single-component, mildew-resistant silicone sealant, ASTM C 920, Type S; Grade NS;
Class 25; Uses NT, G, A, and 0; formulated with fungicide.
D. Sealant for Interior Use at Perimeters of Door and Window Frames:
1 Latex sealant, single-component, nonsag, mildew-resistant, paintable, acrylic-emulsion
sealant complying with ASTM C 834.
E. Acoustical Sealant for Exposed Interior Joints:
1 . Nonsag, paintable, nonstaining, latex sealant complying with ASTM C 834.
F. Sealant for Use In Interior Floor Slab Joints:
G. Sealant at Interior wall assemblies.
1. Between finished floor slab & base trim in wall assemblies with metal panel wainscot.
2 Between finished gypsum board and wainscot trim in wall assemblies with metal panel
wainscot
PART 3 -EXECUTION
3.1 INSTALLATION
A Comply with ASTM C 1193
END OF SECTION 07920
JOINT SEALANTS 07920-1
(!)
0
~
12! .,.... .,....
i
(,.)"' ~.Q
~~ ~~ mw
g)E
:!!o .... o co:: .,,..
E.c
(I) C)
~~ 10
W· ....!;
:;:,: a:
~:
(.)·
(J)'
et:
0
0
0
b
C>
0 co
0
z
0
~
DOOR
NO.
L01
L02
L03
L04
LOS
LOS
M01
M02
M03
M04
LOCATION
FROM TO
ex!S!!ng hall neW coriference room
existing ha!J new fitness room
storage 1 new fitness room
storage ·i new fitness room
......._ storage 2 new conterenca room
storage2 new conferen~ room
weight room 2 extenof
exist. we1,ght room weight room 1
we~htroom 1 weight room 2 .
halfway weight room 1
BMAC Weight Door Schedule
DOOR " FINISH
SIZE
WIDTH f.IEIGH THK. TYPE MAT. CORE DOOR FRAME
3'~6" 6'-8" 2" hinged smgle maple veneer solid wood starned dk bronze
3'--6" 6'~8" 2" hinged single maple veneer solid wood ·stained dkbronze
s•..on 6'-8~ 13/8" h·rnged double maple veneer solid wood stained dk bronze
5'-0~ 6'-811 1 3/8" hinged double ·maple veneer solid wood stamed dk bronze
4'-Q" 6'-8" 1 3/8" hinged double maple veneer soJidwood stained dk bronze
4'-0" 6'-8" 1 3f8U flinged double maple veneer solid wood stamect dkbronze
:.?'-0'' 6'-8" 2" hinged single meta! painted HC170 Hcmi
•4'-0" 6'-8" nla trall)e only meta! metal ma HC170
5'-D" 6'-8" nfa . frame only metal metal nia HC170
3'-0· 6'-8" 2" hinged singie me1a! glass dk bronze dkbronze
FIRE HARD
RATING WARE
none, Group 1
none .Group 1
none Group2
none Group2
none Groups
none Gi-oup3
rione Group4
nla
nfa
none Groups
0
0
0 ro
0
REMARKS
tramed opening onlY
tramed openmg onlY
full lite safely glass
w
....!
:::>
frl
J::
()
(/)
0::
0
0 a
!
'
PART 1 GENERAL
11 SUMMARY
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 08110
STEEL DOORS AND FRAMES
A. Provide steel doors and frames as indicated on the plans
1.2 SUBMITTALS
11/27/2006
A Product Data: Submit manufacturer's product data and installation Instructions for
each material and product used.
B. Shop Drawings: Submit shop drawings indicating material characteristics, details of
construction, connections, and relationship with adjacent construction
1 3 QUALITY ASSURANCE
A Comply with governing codes and regulations. Provide products of acceptable
manufacturers, which have been in satisfactory use in similar service for three years.
Use experienced installers. Deliver, handle, and store materials in accordance with
manufacturer's instructions.
B Standards: ANSI/SDI-100, Recommended Specifications for Standard Steel Doors
and Frames.
C Perfonmance Standards:
1 Fire-Rated Assemblies: NFPA 80, and acceptable testing agency listing.
2. Thenmai-Rated Assemblies at Exterior: ASTM C 236 or ASTM C 976.
3. Sound-Rated Assemblies at Mechanical Rooms: ASTM E 1408, and ASTM E
413.
PART 2 PRODUCTS
2.1 MATERIALS
A Manufacturers: Amweld Building Products; Benchmark Products; Pacific Aluminum;
Presray Critical Containment Solutions, a Division of Pawling Corp.; Steel Door
Institute; Steelcraft, Div. of IR Security Technologies; Timely Industries; Windsor
Republic Doors.
B. Exterior Steel Doors:
1 Door Type: Standard steel doors with hollow or composite construction
2. Door Thickness: 2 inches
3. Door Gauge; Exterior doors, minimum 16 gauge galvanized sheet steel.
4. Door Application: Exterior doors, thermally insulated.
5 Finish: Factory primed and field painted
C Exterior Steel Frames:
1 . Material: Galvanized sheet steel
2 Comers: Mitered
3. Type: Welded
4. Thickness: 16 gauge (.0358 inch).
5. Finish: Factory finished.
STEEL DOORS AND FRAMES 08110-1
PART 3 EXECUTION
3.1 INSTALLATION
Battlement Mesa Activity Center
Weight Room Expansion
11/27/2006
A Fabricate work to be rigid, neat and free from seams, defects, dents, warp, buckle,
and exposed fasteners Install doors and frames in compliance with SDI-100, NFPA
80, and requirements of authorities having jurisdiction
8 Provide thermally improved doors with maximum U-value of 0.24 BTU/hr/sq. ft
degree F (ASTM C 236) for all exterior doors and elsewhere as noted
C. Provide acoustically improved doors with minimum STC of 33 (ASTM E 90 and
ASTM E 413) where indicated
D. Hardware: Prepare doors and frames to receive hardware on final schedule.
E Shop Finish: Clean, treat and prime paint all work with rust-inhibiting primer
comparable with finish paint specified in Division 9 section. Provide asphalt
emulsion sound deadening coating on concealed frame interiors.
F. Touch-up damaged coatings ready to receive finish painting
END OF SECTION
STEEL DOORS AND FRAMES 08110-2
PART 1 GENERAL
1.1 SUMMARY
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 08210
WOOD DOORS
A Provide wood doors as indicated on plans
12 SUBMITTALS
11/27/2006
A Product Data: Submit manufacturer's product data and installation instructions for
each material and product used
B. Samples: Submtt two representative samples of each material specified indicating
visual characteristics and finish. Include range samples if variation of finish is
anticipated.
C Warranty: Submit manufacturers standard warranty. Include labor and materials to
repair or replace defective materials. Solid-Core Interior Doors: 5 years.
1.3 QUALITY ASSURANCE
A Comply with governing codes and regulations. Provid.e products of acceptable
manufacturers, which have been In satisfactory use in similar service for three years.
Use experienced installers Deliver, handle, and store materials in accordance with
manufacturer's instructions.
B. Quality Standards: [NWWDA I.S.1-A, 'Architectural Wood Flush Doors.']
PART 2 PRODUCTS
2.1 MATERIALS
A Interior Flush Wood Doors:
1 . Type: Solid wood.
2. Thickness: as indicated on door schedule
3. Grade: Custom
4 Frames: Knock down metal
5 Face: Maple veneer
6. Finish: Transparent stain and 2 urethane coats
PART 3 EXECUTION
3.1 INSTALLATION
A Comply with NWMA I.S. 1A and specified quality standard.
B Prefit doors to frames. Premachine doors for hardware listed on final schedules
Factory bevel doors
C. Install doors with not more than 1/8 inch clearance at top and sides, 1/4 inch at
bottom. Comply with NFPA 80 for rated assemblies
D Adjust, clean, and protect
END OF SECTION
WOOD DOORS 08210-1
PART 1 GENERAL
· 11 SUMMARY
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 08520
ALUMINUM WINDOWS
A Provide aluminum windows.
1.2 SUBMITTALS
11/27/2006
A Product Data: Submit manufacturer's product data and installation instructions for
each material and product used.
B. Shop Drawings: Submit shop drawings indicating material characteristics, details of
construction, connections, and relationship with adjacent construction.
C Warranty: Submit manufacturer's standard warranty Include labor and materials to
repair or replace defective materials:
1 Warranty Period: 5 years
D Maintenance Data: Submit manufacturer's maintenance data, including
maintenance schedule.
1 3 QUALITY ASSURANCE
A Comply with governing codes and regulations. Provide products of acceptable
manufacturers, which have been in satisfactory use in similar service for three years.
Use experienced installers. Deliver, handle, and store materials in accordance with
manufacturer's instructions.
B Performance: Comply with MMA!NWWDA 101/IS 2 for grade of window required.
PART 2 PRODUCTS
21 MATERIALS
A Aluminum Windows:
· 1. Construction: Thermal-break type.
2. Aluminum Window Members: Aluminum extrusions.
3. Anchors, Clips, and Window Accessories: Aluminum, nonmagnetic stainless
steel, or galvanized steel.
4. Window Operation: Fixed windows.
5. Grade: Heavy commercial.
a. Standard: AAMAINWWDA 101/I.S. 2, Grade 55.
6 Glazing: Single pane, and Insulated glass with low-e coating at exterior
7. Glazing Color: Clear or Tinted glass to match, as indicated on drawings
8 Aluminum Finish: Match existing window frames @ exterior 2-coat
PART 3 EXECUTION
3.1 INSTALLATION
A Fabricate windows to confonm to MMA standards and accept glass specified.
ALUMINUM WINDOWS 08520-1
Battlement Mesa Activity Center
Weight Room Expansion
11/27/2006
B. Install materials and systems in accordance with manufacturer's instructions and
approved submittals. Install materials and systems in proper relation with adjacent
construction and with uniform appearance. Coordinate with work of other sections
C. Restore damaged finishes and test for proper operation. Clean and protect work
from damage
END OF SECTION
ALUMINUM WINDOWS 08520-2
<!)
0 a
~
~
~
~
...
~ .,
(.)
»"' :s:·~
~c
"''" -(0.
:x.l:l ., E
::!Eo .. o c~ .... ~a w
i:j.'Ql 5
"'3: 0 !Xl w :r:
()
U) g
0 z
~
' 0 g
ro
0
z
0
5 w
U)
NO.
M01
M02
.M03
M04
MD5
M06
M07
BMAC Weight Window Schedule
LOCATION WINDOW SIZE
ROOM TYPE R.O. SILLHT. HEADHT. MANUFACTURER I MODEL NO. I
weight room 1 f!Xea 3'-4" X 4'~0" > 7'-0" elmer glass
weight room 1 fixed 3'-4" X 4'·0" > 7'-0" e!mergiass
we1ght room 1 fiXed 8'·0" X 1'-6" > 6'-6" elmer g1ass
wetght room 1 fiXed 8'-0" X 1'-6" > 6'-6~ elmergiass
wetght room 2 fiXed 8'-0" X 1'-6" > 6'-Sn elmergJass
welght room 2 fixed 8'..0" X 1'-6" > 6'-6ft elmer glass
exist. wetght room fiXed 3'-0"x7'..(J" > 8'-8' elmer glass
.~ L__~·~~ '----·-~--------------
Note: Head heights shall be tleld verified due to site conditions, and may vary
REMARKS
Window B
Window B
Wind_owA
Window A
Window A
Window A
Window C
0
0
~
0
w
...J
:::J
0 w :r:
0
(f)
~
0 z
$
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 08600-WINDOW SCHEDULE
0 ~ • ~ u ~ ~ • E I! .. . ~-c
--• "'
fi ... ·'
% , ..
awruh1oo~ fiU!fS!X€1 l 0~ !J9A
•
~
~fi' "'· ~ ~~ • 15) '!i
~ 'C ~ ~§ ~ ~ • 1]8 :0 ~~ .s2 ~ ,
.g _Gs 11~ -~ ~ID
'
.... , _,
.,.,,
"
0
~ 1il ~
I! 0
" ~
.,(!-,~
' ·' .z-.• "' ~
• c
~ 1il 11
I! ~
~
'
WINDOW SCHEDULE
11!27/2006
0
0 ~ .. $ ffi ~ • u ~ ~ ~ 0 • ~! • I! , "0 a s : • c: "' '$ ~
0
-s
.~.l: .z .%!1
08600
PART 1 GENERAL
1.1 SUMMARY
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 08710
DOOR HARDWARE
A. Provide door hardware.
1.2 SUBMITTALS
11/27/2006
A Product Data: Submit manufacturer's product data and installation instructions for
each material and product used.
B Submit for approval hardware schedule proposed for use based on owner's
requirements.
1 3 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable
manufacturers, which have been in satisfactory use in similar service for three years.
Use experienced installers. Deliver, handle, and store materials in accordance with
manufacturer's instructions
B. Materials and Application: ANSI A156 series standards.
PART 2 PRODUCTS
2 1 MATERIALS
A Manufacturers: McMinney, Precision, Norton, Trimco, Pemko, and Best.
B. Door Hardware
1. Quality Level: Medium to heavy duty commercial
2. locksets and Latchsets: Bored cylindrical type
3 Lock Cylinders: Interchangeable.
4. Keying: OWner's requirements.
5. Hinges and Butts: Full-mortise type at interior, with nonrernovable pins at
exterior doors.
6. Closers, Door Control, and Exit Devices: High frequency, Barrier Free.
7. Hardware Finishes: Oxidized satin brass finish on exposed surfaces.
C Auxiliary Materials:
1. Door Trim Units: Kickplates, edge trim, viewers, knockers, and related trim.
2 Provide door stops.
3. Soundstripping. on all interior doors.
4. Weatherstripping and thresholds on all exterior doors.
PART 3 EXECUTION
3 1 INSTALLATION
A Follow guidelines of DHI 'Recommended Locations for Builder's Hardware and
hardware manufacturers' instructions·
DOOR HARDWARE 08710-1
32
Battlement Mesa Activity Center
Weight Room Expansion
11/27/2006
B. Install materials and systems in accordance with manufacturer's instructions and
approved submittals. Install materials and systems in proper relation with adjacent
construction and with uniform appearance Coordinate with work of other sections
c. Adjust operation, clean and protect
SCHEDULE
A. Hardware Schedule:
Group 1:
3 Standard hinges McKinney TA2314 4 W' x 4 Y." NRP 108
1 Lock set Best73KC7R 613
1 Closer Norton CLP-7500 690
2 Kickplates Trimco K0050 1 0" x 40" 220
1 Floor stop Trimco 1231 220
1 Threshold Pemko 2720 42" D
1 Door seal Pemko S88 021 D21
1 Lever 'Best R-Ciassroom F84 613
Group2:
6 Standard hinges McKinney TA2314 4" x 4" NRP 10B
1 Lockset Best73KC7R 613
2 Kick plates Trimco K0050 10" x 28" (room side} 220
1 Lever Best D-Storeroom F86 613
Group3:
6 Standard hinges McKinney TA2314 4" x 4" NRP 10B
1 Lock set Best73KC7R 613
2 Kickplates Trimco K0050 10" x 22" (room side} 220
1 Lever Best D-Storeroom F86 613
Group4:
3 Standard hinges McKinney TA2314 4 Y." x 4 Y." NRP 108
1 Exit Device Precision 2108-V4908AA-LH-36x72x2 US10B
1 Cylinder Best 1 E72S2RP 613
1 Closer Norton CLP-7500 690
1 Kickplate Trimco K0050 10" x 34" 220
1 Threshold Pemko 2750D 36" D
1 Door seal Pemko S88 020 020
1 Ooorsweep Pemko 18061 DNB 36" 0
Group 5:
3 Standard hinges McKinney TA2314 4 Y." X 4 Y." NRP 108
1 Lockset Custom card operation, refer to owner
1 Closer Norton CLP-7500 690
1 Wall stop Trimco 1270WV 613
1 Threshold Pemko 272D 36" 0
1 Ooorseal Pemko S88 D20 020
1 Lever Custom for card reader, match Best
Note: refer to owner regarding salvage ability of existing card reader door
END OF SECTION
DOOR HARDWARE 08710-2
(
(
~
Stainless steel base or available in
brass or bronze base matetial polished
and plated O! furnished in prime or
powder coat
' i
l
•. .TA2714 • _ •
Steel base polished and plated
or fmnished in prime or powdet'
coat finish.
~ot available In Stainless:
Recommended for standard weight medium frequency doors or doors with
dosing devices ..
I 34 An ASS A ABLOY Group compar:Y
McKINNEY
1-800-346-7707
www.mckinneyhinge.com
Available Options: .•. , -,:
• NRP (non-removable pin)
Til (ball bearing) .
• TCA (concealed bearing)
• RC (round corner-*" radius furnished
unless specified otherwise)
• HT (hospital tip)
• BT (ball tip}
• ST (steeplet!p)
• SSF (safetystudfeature)
• QC (quickconnecth!nge) 2,4,6 8 10
or 12 wire available
• CC (ooncealeddrcult) 4.6or8wlre
available*
• CS-(concealedswitch-handingrequired)*
• MM (magnetic mon!tming)
• "S' (sherad!zlng, OUI additional rust
resfstantbase under prime coat on
steel base)
• SJ!p!n (Type 1 or Type2)
• Beveled Edge (wheredoorsarebev.led
onh!ngesidespec!!YTA4314or TA4714)
*Not available in Stalrdess
Packing: . • . •
All standard weig(lt full moztise
~on-fe1rous hinges are packed with all
maclrlne x 112 wood scre-ws .. Steel
hinges (except USP) are packed all
ffiach4"te x all wood screws. For
special" s~ews consult price book
on availability.
ANSI Cross Reference:
A2112 Brass, Bronze
A5112 Stainless
A8112 Steel
ASSAABLOY
7KC L.ockset
FEATURES
• Versatile trims & finishes available
• Cylindrical chassis to fit common door preparation.
• Standard and Drive-in latches available.
.......
.-. ..... JIIIIIt. ~IV~I
~NII!M111S!I>II<InWIMIM~
11West4o"J:dS!/'ei;!';NeNY9ri<,IIY!OC!3G
Products protected by one or mora of the following pate~ts:
4,843,852 0,290,085 4,930,822
• Internal steel mechanisms are corrosion treated for nonmal
atmospheric conditions.
('
• Through-bolt mounting studs increase torque
resistance ..
• ADA compliance title Ill
• Listed by Underwrlters Laboratories for use on 3 hour, A ( · \
label single swinging doors (4'x 8').
• Quick rekeying with BEST interchangeable cere
• No exposed keeper hole on keyed units for
increased security.
• Hub torque spring provides extra resistance to lever
sag
• Snap-on inside rose (no exposed mounting screws)
• Keyed lever is removable only after removal of core.
SPECIFICATIONS
• Lockset reversible for either hand of door without removing
keyed lever.
• Certification--This product is listed in BHMA Directory of
Gertffiild Locks and Latches as conforming to ANSI Aj56.2,
Seties 4000, Grade 2. (formerly FF-H-i06C.) CaOfornla
Adm.inistrative Code Title j 9 and 24. Illinois Accessibility
Standard
Baokset-2 'N' ior 72KC Series; 2 '!ttor 73KC Series; 3 '/,' for74KC Series;. 5' for 75KG Series.
Finishes~· 605-bright brass, 606-satin crass, 612-satin bronze, !!13-oxidized satin bronze, oil rubbed, 625-bright
chromium plated, 625-satin chromium plated
Interchangeable core-Solid brass, pin-tumbler type in lever with 7-pin core. Best Patented Keying System optional.
' 1/ • 1 1 s 3 1 5 3 Latch-·/," throw deadlockrng latch. Front: 2/4' xi /o' x /~" standard for 2 /4' backset; 2/." x 1" x i'd' for 2 /,'' backset
Lever-5 It long handle with retum Projection on door 2 /,•. Zinc base, plated to match finish.
Material-Component parts include brass; bronze or zinc. Internal parts are zinc dlchromated steel.
Mounting-· 2 /."diameter bore for lock housing, 1" diameter for latch tube
Rose -D -3 /,• diameter mounting screws concealed .
Strike -STK (standard) -2 ?.<· x 1/.' with curved lip & box. (ANSI A)152 fori~." doors) 53-4 /," x 1 /." with curved
lip & box. (ANSI Aii52 for 1 ~·doors)
Dooi thickness-i :..• to 2' standard
NOTE: When a heavy duty cylindricallockset is required, our heavy duty 9K Series. Is recommended"
(
i!:ES"lt
~ ACCE:SS SYSTEMS
C-:>t.JTV
FUNCTIONS
Grade2
a:st
"'CC~SS .SYSTEMS
't.Ast"E oF cc:>Nl'EI'"its'' .· ;f> ~i,_,,_,_ ;•,, ;-·:. , Pag~
· 1 E serles/FeaMesispecs/~owto order:-... : .... ,. 2, s ·. ·· AdapJafton Cams: ... .. . ... ..... . ... , .. :.s
iE Series Special Cylinders, ...• :, : •• :: ', ... : ... 4, 5 ·:1 E CylinderSpecial Rings. ... . . . . . ....... . ..... 9
1 E7J4/1E7K4 High Secmity 9Yiinders ......... :· 6. ::5~ Series Specs/Accessmies . .. ... 10
·· Eurocylinders.. .... . : . .,. , :·.-:f:';?,,:':_;·,,, ..... :.1:.' ~;~.:,; 5~.,;;erieil.l;l9JV}o0rder .. .. . , . . , ... .. .. ... 11.
1E Mortise
Cylinder
Standard mortise
applications require
use of Besfs 1 E
Series cylinders with
• · standard 1 E·C4 c"am.
Best cylinders may be altered to iunctloh with other ·
manufacturers' locks by use of different cams (see page 8)
and different cylinder rings (see page 9). Special cylinder
variations are available for most applications (see pages 4 &
5). Best cylinders are machined from brass or bronze bar
stock and are available in a variety of finishes. Additional
security is provided by a set screw that mounts diagonally in
the cylinder wall and when tightened, holds the cylinder
securaly lh the housing. Best mortise cylinders feature the
Be~! iliterchangeabie core and may be masterkeyed into any
existing Best system Contact your local Best Representative
for informalion on special cylinder applications not listed in
this catalog.
Specifications
Cylinder
Nomenclature
1E·64
1E·74
Dimension
"A"
cylinder diameter ·1 %2'
Door
'Thickness
1 %"to2w
To order: see below exampl~: 1 E74·C4·RP3·626
Products covered on or more of the following patents:
4,437,695
%zll 0-dummy Blank"Standard
3E·1 W' 6·6 pin 22 .. 1 %u
5E~see 7-7pin, 24·1 %"etc.
page 10 housing up to.
BE·see accepts see pagesw 96··6"
page? all Best 4&5for
cores speclaicyl (sea page 4 & 5)
• For additional special mortise cylinders, ·see pages 4 and 5.
~ Must specify key mark and number of keys or designate UC for less' core. ·
1 E Rim Cylinder
Standard rim cylinder applications require the use of Best's
1 E rim cylinder series. Best rim cylinders are
interchangeable with other-manufacturers'rlm cylinders.
Best rim cylinders are machined from solid bar stock and
are available in a variety of finishes The standard package
for the Best rtm cylinderincludescyllnder, 1E·R3 and
1E·R5 rings, 1E·S2 spindle, clamp plate and clamp plate
screws. Best rim cylinders feature the Best interchangeable
core and may be masterkeyed into any existing Best
·system. · ·
Specifications
Cylinder
Nomenclature
...._ .. 1E·62
~1E·72
Dimension
uA"
Door
Thickness
1"to2%"
iV4u to 311
Cyilncier diameter • 1 'Y:lz" •
To order: see below example: 1 E72-S2·RP·626
see (specJai rings see
page 9)
(f)~.~il rv<1 CJ r< -r, i s E
(
l ..
STANDARD RINGS
RP Standard Ring Package
The RP standard ring package for
the 1 E··62 and 1 F72 includes a
1 ER3 and 1 ER5 ring
RP1 Ring Package
The RP1 ring package forthe1 E-
76 cylinder includes a 1 E-R2 (%')
and 1 E'-113 (o/ls') ring
RP2 Ring Package
The RP2 ring pacKage for the 1 E-
64 cylinder includes a 1 E-R2 ('la 1
and 1 E-R4 CA') ling.
RP3 Ring Package
The RP3 ring package forthe 1 E-
74cylinder includes a 1 E·H2 (Ya1
and 1 E-R4 (\4 ')and a 1 E·R5 ('Ia 1
STANDARD CAM
Standard
1E-C4Cam
Standard Cam for 1 E·64,
and 1 E·-74 Mortise cylinders
. 1E·R2
%'1
1E-R4
14"
1E•R5
o/a.'l
Unless otherwise specified, toe 1E·C4 cam is supplied on
-all1 E mortise cylinders ... Other available cams are listed on
page 8. If a cam other than the vafiety listed is needed, a
sample cam shouldbe forwarded to your Best Representative
along with the look manufacturer's name and Jock series or
Identification number.
SPINDLES
1 E'S2 Spindle (Steel) -A 401 oo-SH
1E-S3 Spindle (Bronze)-A-401 OO·.Z.
5" Spindle· A-54950
%•' Spindle-A40101
The 1 E-82 flat spindle is supplied standard on aJI1 E rim
cylinders If marine application is necessary, request
"marina construction" (1 E·S3 bronze spindle and
nonferrous materials supplied). A five (5) inch spindle is .
available for thick door applications.
MORTISE SERVICE
EQUIPMENT
ED212
ED211 Mortise Cylinder Wrench
The Best mortise cylinder wrench and test handle is an
essential dual-purpose tooL The double end is.used
primarily to install or remove Best mortise cylinders
without marring the cylinder surface finish. The single end
may lie irsed to testthe Jock operation, as well as align the
throw pins '
To order specify: ED211 mortise cylinder wrench.
ED212 Mortise Cylinder Cam Assembly Tool
Mortise cylinder cams are quickly changed with the tise
of this tool. Approximate length 1 %". ·
To order specify: ED212 assembly to~/.
ED221 Mortise Cylinder Thread Repair Die
Tool for ie-threadlng 1 o/"'" diameter cylinders ..
To order specify: ED221 thread repair die ..
ED222 Cylinder Cam Testing Tool
Special cylinder /wrench assembly .. Screws provide rapid
means to install cams for testing. ·
To order specify: ED222 cam testing tooL
ED225 Hole Tap For 1 %,"Mortise Cylinder
Tap tool used to re-thread housing threads for 1 E Mortise
Cylinders.
A40095 Standard Throw Pins
c·::: V m ~ N. . . r:---.. E. · ~--,. c::'" --!il.--m L.....,... ---~ ~ ..... :>
(
(
8300
2100 Series ·Reversible
FL2100 Fire Exit Series. Reversible
DOORS-For all types of single and double doors with a mullion
For mullions, see page 18 Available for 1-314" to 2-114" thick,
up to 4' -0" wide openfng. For thicker doors, consult factory
Furnished standard for 1-314'' thick, 3'-0" wide opening
DEVICE -Covers ANSI A 115.2 (Type 161 ), A 115.18 cylinder
lock and A 115 1 (Type 86) Mortise Lock preparation
FUNCTIONS -Funclions are field selectable except for the
Double Cylinder opfjon. The device is_furnished for a desired
function if speCified If not specified ~he "Q3" furictioh iS furnished
standard
DOUBLE CYWIDER -Handed, "10" Function available
Requir6s two rim type cylinders, not furnished standard See
page 5 and 19
BASE MATERIAL -The Cover Touchbar, Device Channel,
Lock/Hfnge Side Filler and End Cap are furnished of heavy
wrought Brass, Bronze or Stainless Steel. US28 Devices are
furnished with·AJuminum Brass, Bronze and Stainless Steel
components See ~Finish & Base Material~ chart on page 3.
CHASSIS-Investment Cast Steel, Zinc Dichromated
LATCHBOLT-Stainless Steel, Deadlocking, 3/4" throw
STRIKES·-No 5300, Investment Cast Stainless Steel, Black
Powder Coated furnished Standard For optional strikes see
page~O.
DOGGING-1/4 tum hex key dogging standard. NOT available
on Fire Exit Hardware
TOIJCHi3AR HEIGHT-39-15116" from ftoorstandard. Maybe
varied as situation dictates. ·
REVERSIBLE-Reversible for all functions and Trims Standard
packaging RHRB
U.L. LISTED-Panic and Fire Exit Hardware. For FIRE EXIT
HARDWARE Ratings see page 35 Confonms to UL 1 OC and
usc 7-2.
ANSI/BHMA-Devices are BHMA certified for ANSI 156.3,
Grade 1
FINISHES-US3, US4, US10, US108, US26, US26D, US28,
US32D. For Finish descripfion see page 3.
CYLINDERS-Rim Type, not furnished standard. Specify when
required For cylinder details see page 19
STILE WIDTH-See Stile Information on page 32
RETROFIT APPLICATIONS-The 2100 and FL2100 Series
Oevfces are designed to retrofit into other manufacture~s·
mounting hole locations 1700 Series Pull Trim and 4900 Series
Lever Trim may also be factory set for these applications by
specifying prefiX "R' {e.g 2108 x R4908A).
Consult factory for details.
21 Series . Non Handed
The 21 Series Device is designed to be compatible with
many manufacturers' Access Control exterior trim. The device
incorpOrates a center driven cam to receive the tailpiece of the
access control product. The tailpiece rotation required to retract
the latch is a minimum of 50 degrees.
Consult factory for details.
DEVICE OPTIONS
Prefix Description page
FL Fire Exit Hardware
TS Touchbar Monitoring Switch .. , . 29
TDS Touchbar Monitoring Double Switch . , . 29
LS Latchbolt Monitoring Switch .. 29
LDS Latchbolt Monttoring Double Switch 29
ELR Electric Latch Retraction 21
E Electric Device . 28
DE Delayed Egress . ... . .. . . 24
HC Windstorm and Hurricane Code Device.. 20
To specify add Prefix to Device No {e g TS2103)
Suffix Description
CD Cylinder Dogging .
ALK Exit Alarm: battery operated
ALW ExltAiarm: remote power ........ .
DS Door Posnion Monitoring Switch
SNB Sex Nut and So~ .
SEC Security Screws
BRL BrailleTouchbar ... , ........
To specify add SuffiX to Device No. {e.g 2103CD)
page
19
27
27
29
3
3
31
_. 4 ___ ..,...,_...,....,..., _____ .,..,...,..._.,.. ____ .., _____ Precision Hardware, lnc.----
v.o2o1os
(
(
1700A
'A" Grip "B'Grip "C Grlp
'4900A 49008 4900C
'A" Lever
1 Ali the escutcheons and levers are castings or forgings
2 Specify l,ever or Knob Design (A,B,C,D,K) end Handing
('A" Lever x RHRB furnishep standard)
3. US2SD Trim furnished for US26 and US32D Devices.
For Trim dimensions see page 34.
Trims.are BHMA certified forANSI156 3, Grade 1.
"C'Grip
• Trims·are through bolted end will cover 161 and 86 cutouts (except for2000C Trim)
• Cylinder, Rim Type, not fulnished standard. For cylinder details see page 19 .
ANSI 01 02 03 05 08
Function ·Key Key Key Exit Only Dummy
(cover plate) Trim · RetraCts Locks/Unlocks Locks!Unfocks
Latchbolt Thtlmbpiece lever/Knob
Device 2101 2102 2103 2106 2106
Nos. Fl2101 FL2103 j=L2105 FL2108
Trim 1701 t702A 1703A 1705A 4908A
NCis R1701 Rt702A Ri703A R1705A V4906A
2001 2002C 2003C 2005C R4908A
4901 . 4902A 4903A RV4906A
R4901 R4902A R4903A
All Trims are furnished wllh wrought plates
and extruded or cast solid grips.
2 Specify Grip Design (A,B,C) ("A" Grip
furnished standard for 1700 Series Trim,
~C" Grip furnished standard for2000 Series
Trim)
3 US32D Trim is furnished for US26D and
US28 Devices.
Retrofrt Applications
The R1700 Series Trim is designed to retrofit
into other manufacturers' installations when
used.wfth the wide strleApex Series Devices
Consult factory for details.
Vandal Resistant Trim
A heavy duty Ievert rim designed to withstand
abuse and vandalism Composed of extra
strength shock~absorbing "overload" springs
and heavy duty investment cast stainless
steel internal components. Lever returns to
the "home" position eliminating the need to
reset the lever.
Retrofit Applications
The R4900 Series Trim is designed to retrofit
1nto other manufacturers' installations when
used with the wide stile Apex Series Devices.
Consult factory for details.
10* 14 15
Double Cyrlnder No Cylinder No Cylinder
Inside Key Lever/Knob rhumbpiece
Locks/Unlocks Always />Jways
Lever/Knob Active Activ~
2110 2114 2115
FL2110 FL2114 FL2115
4908A 4914A 1715A
V490aA R4914A R1715A
R4908A 2015C
RV4908A
Device with Trim: Add Suffix for options, see page 4.
Device No rc Add Prefix: "V' Vandal Resistant Lever Trim
Add Prefix for options, -· 'R' Retrofit Trim
see page 4. l Add Suffox: Lever or Knob Design (A,B,C,D, K)
Grip Design (A,B,C)
_ Add Suffix: "KNR' Knurled Lever or Grip
TS2108CD.x V4908AKNR x RHRB x US26D x 5300 x 3'0"x7'0"x1-314"
Device w/options Trim No. Hand Finish Strike Do:J Size
Device Only: Device no., hand, finish, strike, and door size Including lhickness:
(e g. TS2108CD x RHRB X US26D x S300 X 3'0"x7'0"x1-314')
Trim Only: Trim no, hand, finish, and doorlhickness: (e g. V4908Ax RHRB x US26Dx 1-314")
* "10" Function is handed
----Precision Hardware, Inc. 5 -
V0201DS
(
(
(
7500/7700 Series Door Closers
Adjustable Delayed Action Closing
An optional hydraulic feature that adds a third
speed range to the closing cycle This feature
becomes effective when the door is opened
and released at any point beyond 70". The
amount of time delay depends upon the
combination of the angle of door release and
valve adjustment The valve can be adjusted
with a 118" (3mm) heK key from no delay time
up to maximum delay times of:
~-~~~,---------
Door tlpened ApP.roximafe Time
and Releosed or of Oelay Cycle
180' 4-5 minm
120' 2-3 minutes
90" 25·30 seconds
Pressure Relief Safety Valye
The delayed action hydraulic system contains
a pressure refief valve Any lime the door is
forced toward the closed direction while n is in
the closing cycle, the valve will open and permit
the door to close. This prevents damage to
door, frame and closer
Non·Hold Open
Self-closes door evefY time door is opened ..
AuxiliafY stop (by others) required except
when using the GloserPius", CloserPius
Spring" or Unitror arms
Poor Opening Degrees
Suggested Applications
Delayed Action closing allows slow-moving
traffic to clear the opening before the door
closer's normal closing cycle begins. This
featum can be helpful in health care facilities
such as hospttals and nursing homes It
provides sufficient time for persons on
crutches or in wheelchairs to pass through a
door wtihout concern of it closing At the
same time, It can accommodate the facility's
staff with movement of food service carts,
beds, and other wheeled traffic.
Hold Open
Achieved by means of friction or ball and
detent'roller Friction hold open has a range
of so· to 1 ao• using template location and
mechanical adjustment
Ball and detent or roller hold open is effective
In a range of 85" to 110"
Hold open arm door closers are not permitted
to be used on fire door assemblies.
r'··-·-.---· ·------,..--,. ___ ,
Resular Arm, Parallel Closer Plus@ CfoserPlus 0 •1 I•
Arm Fttndion Top Jf!lllb Sprln • n~ra
Porollel Ann Rigid Ann Parallel Arm Parall~ gArm Parallel Arm
IION·HOLD OPfN ,/ ,/ 85" m ntr 85' TO lla' 85' TO 110"
HOlD OPEn 90'10 180" 85 ·TO 180' 85"10110" 85"f01!0" a5'TO no· '--·-... --'---·-----·-'--------·---
Use of delayed action closers on many
doors throughout industrial and commercial
buildings can also assist the flow of traffic.
Locations where additional time to clear the
opening is advantageous are doors between
office and factoi)'/Warehouse facilities, doors
to workshops or laboratories, to kitchen and
food processing areas to list just a few.
-·---
Unttrol$ low Profile
Slide Tratk Top Jamb Regular, Parallel
81"' TO 110' ,/ 85" m 11 0"/1 ao·
85' TO 110" N/A 85" TO 110"
·-:-:--./= 180" trlm alld template pormlllmg
':'ln"!U~S~A;":t~8~00~4~3~8~19~5~1 o"'r"'w"'ww""'.no'"rt~o,.nd~o .. oro"'o~ri:"tro~ls"c'"om ... :"ln':'!Ca"'n'"ad':"a"': 1~6~0~0.4~6~1~.30~0~7'"or"'www""""'y'"ar"ec"'or"'bi:"'n'"on"'c"'a...,~2/!'05~
c
(
7500/7700 Series Door Closers
Non Hold Open Ann Shown
Non Hold Open Ann Sliown
Non Hold Open Ann Shown
' ' ' ~.' ~ ~ '• ,, ,,,
IIPPLlCATIONS . '
I'( o;,l ',' :,~}' ~,',, '(q,,, {,>
Regular Arm
This Is the only pull-side application where a double lever arm is
used It Is the most power efficient application for a door closer
Sufficient frame, door and/or ceiling clearance must be considered
Since the arm assembly projects directly out from the frame, this
application may present an aesthetics issue or be prone to vandaJism
Top Jamb
For efficiency reasons this application provides the best alternative
to the regular arm application. There must be sufficient fmme face
and/or ceiling clearance lor this application It requires a top rail on
the door of just 2-1/8' (54mm). This application provides the best
door control for doors In exterior walls that swing out of a building
The entire door closer and arm assembly project from the frame,
similar to the regular ann application, where the matters of
appearance and malicious abuse can be of concern. Consideration
must be given to depth of reveal
Parallel Arm
This application provides the most appealing design appearance for
a surfaceMmounted door closer havrng a double lever ann. This also
makes it beneficial in vandalism-prone areas It is on the push side
of the door and the ann assembly extends almost parallel to the
door. In the closed positiOn, them Is very little or no hardware
projecting beyond the frame face in most situations
Due to the geomet<Y of the arm It is approximately 25% less power-
efficient than a regular arm application
The entire closer and ann assembly are mounted below the frame
stop, requiring a top rail clearance on the door of between 6-5/8"
(168mm), when using a low profile ann, to 7-1/4" (184mm), when
using the hold open arm.
Jn USA: 1 8004381951 or VfflW nortondoorcorrtro!s.com In Ganada: 1 800.461 3007 or WMvyalacorbin on.ca 2105
(
c
7500/7700 Series Do.or Closers
' ' t 5/8 REF HINGE
or ?)VOr t (16) , ..................... ~---·----.........................
~ r .
~ 5·7/8 " g (149) " !:
~ -
' T I 13-5/8 .I.
" I (346) I
i-ii .....til
I
1-3/4
(44)
2-1/sj. ,
(54)
Mounfing holes for closer body are spaced 2·318" (60mm) vertically x 6-3/4" (171 mm) hortzontai!Y .
.----------T-------
Templale Position
lor Hoi<! Open or Slop at listed Angle {mm)
as• 90° 95" Joo• 1os• 110°
9-5/8 ii:s/4 8-1/4 l·3/8 ~7/8 6·1/4
(244) (222) (210) (187) (175) (159)
6-1/2
{165}
...,...,_,., ___ --·.,··~-·_,.,._--, --·----"'"'"' --~·-"-'
M aximum Door Width
lndtes {"")
-
lor Infer
30" (
36" (
42' (I
7 6)
91)
07) ·-11)
Exterior
31' (81)
36" (91)
·-----~
42' non
48" (111)
Model Number -------·-
Non Hold Open Hold Opeo Noo Hold Open Hold Open
---
(lP7702 QP7702J
QP7703 CIJ7703T
ClP7500 ltf --·-----·-----
(lP7704 UP7704T UP? SOOT ---
(lP7705 amosr
·-·
CIP7706 CIJ7706T '-~~--~ -'--· --'--------------
Note: 7500 door closers ore set at midpower range from the factory and can be adjusted for door sizes noted above .•
In USA: 1.600 4<l81951 or www nortondoorcontrols com In Canada: 1 800.461 3007 or www.yalecorbin on ca 2105 ',:' *" ' ' ; A ",-:·-'
isoo;<J_Too • 17:" ·
; ' ' if' ' .:; ~; ' ,'
(
(
7500/7700 Series Purts List
Hold Open Arm Shown (CLP-1)
Hole Plug
6770P .
\ ~"""""
Hold Open Control /
6870T-8
Arm Only
Note: Mounting hardware lnduded with aU parts orders.
·----r··--··-----·-·..----·-·-
<loser Series Arm Function Complete Arm Package
Gi'7500 I ClP7700 Non Hold Opan 67705
-·-·----· --------+------··-
Gi'75oor 1 amoor Thumbrurn Hold Open 6870!-8
·-------L---------·--·-··-------
In USA: 1.800 4381951 or www nortondoorcontrolscom In Canada: 1.800.461 3007 orwww.yalecorbin on ca 2/05
',' ,,,,,,_,,:; >' {
CLOSERPLUS~' " _ .
• AIIM ASSEMBLIES I·;
~ ,, ~l'" ~., ~
Removable Stop
67708
'~· ' '~"~;, ~-'
7500/7700 . 41 . . .
' ~' ~ '
.050 Kick Plates Page I ofl
(
" ,.
( Home . Main Index General Info Index Protector Plate Index
. . .
111111111 '~· ! • · .... :~ I
K0050 -KA050 -KM050 -KS050
Kick Plate -Armor Plate -Mop Plate -Stretcher Plate
Kooso = Standard Kick Plate -7" to 16" in height
KAoso-1 =Armor Plate -17" to 24" in height
KAoso-2 =Armor Plate -25" to 48" in height
Maximum heights a:vai'lable: 6os-24" I 6o6 & 609-36" I 611l612l613 = 36"
KMoso =Mop Plate -6" or under in height
KSoso = Stretcher Plate -Screws are Countersunk and the plates are Heavy Beveled.
Notes: All Metal Kick, Mop, Armor and Stretcher Plates are made from solid 260 Brass, 220 Bronze,
304 Stainless Steel or 5005H34 Aluminum .. All edges are relieved.. Heavy bevel at extra charge .. SpecifY
countersinking is required ..
K6ooo = 1/8" thick Plastic Plates -4" to 48" in height
Standard colors are: Black and Grey
The other std colors are: Khaki Brown, Doeskin, Beige, Dove Grey and Frosty White
Coiors are from WilsonAit
http://m;ywtdmcobbw.com/tdmcocatalog/Door%20Protectors/050htm 917/2005
1231 Floor Stop '
( Home Index General Info Index Stops Index Template
(
1231
Floor Stop -Cast
Base: 1-5/8" x 2-1j2" -Height: 2"
supplied with Wood Scr·ews and Machine Screws & Anchors
BHMA = L02181 I Br, Bz, PI
1ttp://wwwtrimcobbw.com/trimcocata1og/StopsBumpetsHolders/1231 .htm
Pagelofl
.9/7/2005
1270 Se~ies Wall Bumper
(•
Page I ofl
( Home Index General Info Index Stops Index Template
CV/WV CX/WX
1270 Series
( Wall Bumper-Cast &Wrought
l
1270CV = Cast with Concave rubber (127acvcP, 1z1ocvrs, 121ocvMsJ I BHMA = L02251
1270CX = Cast with Convex rubber (1z7ocxcP, 121ocxrs, 121ocxMsJ I BHMA = L021 01
1270WV =Wrought with Concave rubber (127owvcP.127owvrs, 127owvMs) I BHMA = L02251
1270WX = Wrought with Convex rubber r1z7owxcP, 121owxrs 1z7oWXMSl I BHMA = L02101
Packaged with all of the following fasteners:
Wood Screw with Rawl Plug and Plastic Toggler,
Machine Screw and Metal Toggle Bolt, and
Machine Screw and Anchor
Br, Bz, PI, AI, SS
ilttp://www.trimcobbw .. com/trimcocatalog/StopsBmnpersHolders/1270 .. htrn 91712005
,.--. Si To use a saddle threshold in an offset condition, use an elevator (see page 15).
..----~~
r-------3"'-------.JlW
( __l .. ... -·2Y4" L:y;" 16
173A 17311 {572) !Ui~.A-~ (48) 151A 151B
1730 173G 151D 151G
(76.2) (IM}
.. e .. I = T I ., ..
~ fj@l [j -"'" -~H 4" tw• i&llMA . ~ * cC§}u. :;;:;~~~ 4.1..to lh_~"ttM.a\~,u
270A 2705 2700 270G (1016) (6.4) POSITIVE PRESSURE
r T 1 !.!liMa_ ~ fj@J ,;;er ''"t. [i) ~·~ Flr•U!at.~. b 5n Y4" t®t:sg.~~-~1-10 tl~~\11;1~~11:1
271A 271B 2710 (127.0) (M) POSITfVE PRESSORS:
271G 271St>l
._..272A
6"
272B 2720 272G 272SN (1524)
c 7"
276A 27GB 276!) 276G (177.5) ~ fl'w' [i) ~ "~~-· [i'JfMA_ ~ l.!!J ,ir '~. l1 us C.
• 41-1~ ~1.11KllUBC7.;2,Partl
POSITIVE PRE$SURE
lb-.
i----------------------8"------------------->j L'\l.t"
(203.2) r.::;,...MA ~ fj@J [i)· ~~ :w: (6.4)
li:ie!! -\::!/ ot$1>~""' Ul-108, . 4L10 Ut1111::. UIICH)'Mtl
2748A 27481> 2748G
PosmvE PRESSURE!
-z t\z .. • =. ~~ 7 T E
-~--·----~---------------s .. __ .. _w'_""'-"'-"'-------------:.rt.w
\ 274X4B (2032) RifMA fil {f21~ ('1;1 ~UJ ~ (S.4}
---· ~ f([J t:!:J .a.u ~~1ootu~~}~.u
POSITIVE PRESSURE
i-------------------------9"------------------4
2749!1. 27490 Z749G (226.6)
I A Includes {WI) support legs (only one shown dU& !o break In drawing )
. ~-·~-----------10"~---------->1 l.. -2750A 27500 2750G (254 O)
14 =::£~.~~ 800. 283·9988 ~I$PEMKO MEMPHIS. TN 800. 824·3018
(
c
c
m AU brush seals consfst of densefy compressed nyfon fdamen!s encased
In high quanty a!umrnum retainers Thesa-products are ldea!fy suited for
hoffow metal and wood door (ifHloor sweep, jamb I header gasketing, and
split astragaO applications. Also use Pernko's qrushweatherstripplng products
on overhead doors, sectional doors, slldlng doors. and automatic doom
l.l'lJ All brush seals greatly reduce the inffltrafion ofllght, air, wind, rain, and snow;
prevent heat loss;-control the penetration of smoke and fumes
Ili1 Some brush prodl!cfs are now available in painted white alumihum with whlte
colored nylon brush (example: 18062Pt~NB)
t'l1 The. dense nylon filaments conform to the contours of every sealing surface,
providing a superior seal with exlremely row closing force
Iii Brush remains flex!lte down 1o 40'F and has a meffing point abo"' 400'F.
mt UV stablifZed, dependable, long-lasting, cost-effecHve
lill Nylon brush insert is des@a1ed by a 'NB" following the flnlsh code
18041CNB
18041DNB
18041GNB
18041SNNB~SOGiCNB
~Q 'f«'M~~~~--"' 1B061DNB f)= ~ ... ,....~
~~Jw~~~ 18061GNS
18062CNB
1806~DNB
18062GNB
18062PWNB
18061SNNB
f]@J§.'" =~u;: --~f111<:1J,
0 ll>f>lnn&BII'IIG
~(j. r ... a..w
til e®(l9 -~··lt<I~~J'& """ t:_,, ~L10B, ~.:'! .. ~i~fi~f·
POSITIVE PRESSURE
lB'HMA __
A The dense nylon llfamen!S confol71l to the.
contours of e.very sealfng surface, providing a
superior seal W!lh ex'lremefy low c!oslng rom&
4"
(1016)
""( This product
does not come
pUnched or drilled
unlsss spoo'fiad
olherMse
18S50CNB
18950DNB
18950GNB
til''-" ~-
18100CNB
18100DNB
18100GNB
18100PWNB
His"
(349)
18137CNB
18137DNB
1B137GNB
18137PWNB
(ifuM/L
18400CNB
18400DNB
18400GNB
Ui'HMA ..
18175CNB
18175DNB
18175GNB
!:!iHMA
18250CNB
18250DNB l1!!!!!iL 18250GNB
106 ::.:!.: 800 • 283-9988 ~!~PEMKO MnlFHIS,TN 800 • 824-3018
( m Extruded from h!gh temperature slllcorle: effective between~ 100"F and aoo~F:
Ill Seals begin compressing at 1/4" (SBB), 5/16" (Sll), 3/8' (SU), and can all be
compressed sufficiently to seaJ openings wllh 1/16" gaps, making doorfatchfng easy.
~ Self-extinguishing and non.-toxic Unaffected by sunlight. ozone, and ultraviolet rays
iil lmpeivlous to fungus and nildew; wlll not deteriorate under normal exposure,
i'i!1 Smoke tested by WYLE laboratories in accordance with UL 1784--90; meets the
requirements ofNFPA 105 "Installation of Smoke Control Door Assemones•
Ill Meels FAR 25 853AiiWOrthlness standards for Compartment Jnfeliors
Ill SBS.Sl1 and S44 are air lnillra~on tested In accordance wllh ASTM E-283-91
AirinflffraUon Is only . 09 CFM I ft of crack
11 SU is designed for hollow metal and wood door meeting sme appllcatlons
1!1 S441s des~ned for tighterfi'arnes and demonstrates extremely low closilg force.
A!!~t-~lll@lll!;~!laqlik!tiJ,IUCili.lliiii~QQ!~h"'"kl""'liffi,' d.lil'!F'<0;1J/i~g,.~u~t~"'!;;="1!r!K';~ ~~~m&~~~~111~~~
1!1 Numerous door system configurations have been tested-over 100 technical data sheets are avaifable at wwwpemko, com
~~~~--
m S44 Is designed for tighter frames and demonstrates extremely low closlng force
j__ / low Closing b 3 /lf~ ForoeFinSeaJ S44 {darkbron:ze)
'6 ;•"""""' S44W (while) 9.5 Flan!j(l Tr ....._Adhaslva s S44rsavai!able!n:17' 20'
t-· 'l'1s ~~~ Bad!ng 21' 25' and 510 cons
(111)
[jJ ~ f.~~~~tle l$-I<H-«
'-'HMA ~ C~tl$, "~"<!llfll$0( [E)W@· Tro.!f.!lob:!l>rtt!N !:a· . ... .. R~ &irds<d<UL101:1, 1.!!1 :X Ml""""'"'-
----< = "'"""'"·· ... , "'""~'·' uoP~rllal:l54T~ ~ ,..r,,.P.ni!&DSUI
POSITIVE PRESSURE
_L_ // F1n Seat
'Yis • -. # // s""""'
{7.9} ~ Flang$
T I -...._. Adlwsive 1-1!2 If -+J Backing
(12.7)
S77C (dear)
S77D (dart< bronze)
S77W (while)
~ S11Jsavallab!eln:7 9'17',
20' 21' arK! 25' col!s.
""'-~.jlf~1lll!RtE'l!K~*I\!Il1ij!ijl$iR II
___ ,: iLl-· __ <ii
• t! SB8 Js airinfiltration tested
c· ,...L._ / comwcssitm su1!1
W' t~ Stabilizer FJ~nga
-·--Adhesfve
1;2u 4 Backing
{12.7}
S88BL (black)
sasc (clear)
S88D {dark bronze)
SSSTAN (beige)
SBBW (while)
~ ;
e;t S8Bisavanabfe!n:17 20' 21 25,
30' 204' and 510' colts
llD sears begl~ compressing at 3116\ and both tan be compressed sufficiently to
seal openiligs with 1/16" gaps, making door !atchlng easy
!a Excellent resistance to compression sa~ particularly at elevated temperatures
and for extended periods of time
. m $tays flexible betwee~ -70"F and 250"F wllh very high reslstance to
ffexfatigue
~~~
a1 PK33 !s designed for tighter frames and demonstrates extremely low closing force
PK33BL
PK33D
PK33W
(black)
(dark bronze)
(white)
m PX331s:ava1abJa.ln; 17 20',
21'. 25' and 510' co!ls
Applications 1,· I J',i
for Sound
! iii! Attenuation
--------f-1 l=
Hinge Side F\\
\ )
m OutStand'mg ozone resistance raUng
!9 Smoke tested by WYLE Laboratories in accordance with UL 1784-90; meets
the requirements of NFPA 105 "lnsfalfalion of Smoke Colitrol
Door Assemblies•
Bl PK331s designadfortighter frames and demonstrates extremely low
cfosing force
~AMI!l~PIS!!M~.ep
II PK55 is des!gned fortlghterframes and demonstrates extremely low dosrngforce
'\.Compression Bulb ~~Stabilizer ¥ Flanso ;:r-;1-I/ IJ Adhesive
%6 J+ h -~ O•ol<log
(48) {12 7)
PK55BL
PK55D
PKSSW
!Ill PK551savallab!eln: 17 20'
21' 2fl and 510'co~s
126 ~=~:~! 800. 283-9988 S!~PEMKO MEMPHIS,TN 800. 824-3018
PART 1 GENERAL
1.1 SUMMARY
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 08800
GLAZING
A Provide glass and glazing
12 SUBMITTALS
11/27/2006
A Product Data: Submit manufacturer's product data and installation instructions for
each material and product used.
B. Warranty: Submit manufacturer's standard warranty. Include labor and materials to
repair or replace defective materials.
1 Laminated Glass: Manufacturer's 5-year warranty.
2. Coated Glass: Manufacturer's 1 0-year warranty.
3. Insulating Glass: Manufacturer's 10-yearwarranty.
4. Mirror Glass: Manufacturer's 5-year warranty.
1.3 QUALITY ASSURANCE
A Comply with governing codes and regulations. Provide products of acceptable
manufacturers, which have been in satisfactory use in similar service for three years.
Use experienced installers Deliver, handle, and store materials in accordance with
manufacturer's instructions.
B Glazing Publications:
PART 2 PRODUCTS
21 MATERIALS
A Glass and Glazing Applications:
1. Application: wall enclosure at new weight room expansion.
B. Glass:
1. Primary Glass Products: Clear ftoat, tinted ~oat, patterned, and wire glass,
ASTMC 1036.
2. Mirrors: ASTM C 1503, Mirror Select Quality
C Glazing Accessories:
1. Dense and Soft Compression Gaskets: Neoprene, EPDM, and Silicone
2. Elastomeric glazing sealants.
3 Glazing gaskets.
4. Setting blocks, spacers, and compressible filler rods.
5. Mirror adhesive, top and bottom angles and clips
PART 3 EXECUTION
3.1 INSTALLATION
A. Inspect framing and report unsatisfactory conditions in writing
GLAZING 08800-1
Battlement Mesa Activity Center
Weight Room Expansion
11/27/2006
B Comply with GANA "Glazing Manual" and manufacturers instructions and
recommendations. Use manufacturer's recommended spacers, blocks, primers,
sealers, gaskets and accessories.
C. Install glass with uniformity of pattern, draw, bow and roller marks.
D. Install sealants to provide complete wetting and bond and to create a substantial
wash away from glass.
E. Set mirrors on stainless steel clips and adhere to wall with mirror adhesive
F Remove and replace damaged glass and glazing Wash, polish and protect all glass
supplied under this section
END OF SECTION
GLAZING 08800-2
Battlement Mesa Activity Center
Weight Room Expansion
Wall Type: Composition:
WIF1
WIF2
WIF3
Wl3
W141
FS1
FSIR
wall finish, refer to finish schedule
5/8" water resistant gypsum board
2x4 wall stud @ 16" O.C.
Existing concrete wall
W?ll finish, refer to finish schedule
5/8" gypsum drywall
2 x blocking to wrap column
Existing concrete wall
Wall finish, refer to finish schedule
2 layers 5/8" type "x'' gypsum drywall
2x4 wall stud@ 16" O.C
Existing concrete wall
Wall finish, refer to finish schedule
5/8" gypsum drywall
2x4 wall stud@ 16" O.C
5/8" drywall
Wall finish, refer to finish schedule
Wall Finish, refer to finish schedule
5/8" gypsum drywall, flush to concrete
2x4 wall stud@ 16" O.C , staggered
Each side to fill 4 1/2' wall cavity
5/8' gypsum drywall, flush to concrete
Wall finish, refer to finish schedule
4" 3,000 psi concrete floor slab
w/ 6x6 welded wire reinforcement and
12" thickened slab edge; see plans for pad size
Salvaged existing wood flooring
caulked and sealed to adjacent floor
2 x furring to match existing floor height
4" 3,000 psi. concrete slab poured to match
existing slab elevation
Level gravel aggrega'te fill
WALL AND MISCELLANEOUS ASSEMBLIES
11/27/2006
09000
FC1
CLG1
PF1
Battlement Mesa Activity Center
Weight Room Expansion
3/8"Resilient flooring; see specifications
3/4" sub plywood sub floor screwed and glued to 11-7/8"
1.1 7/8" pre-engineered floor joists@ 16" 0 C
Full acoustical batt insulation
5/8" sound board; see specifications
1" MC8 resilient channel, 16" O.C.
5/8" gypsum board
ceiling finish; refer to finish schedule
Wire ties to existing structure
Main beam and cross ties
2x4 acoustic ceiling tile, se.e specification
1" resilient flooring; see specification
3/4" plywood subfloor
2x6 ftoor joist, @ 16" 0 C , on end
Over FCI assembly
Without resilient flooring
WALL AND MISCELLANEOUS ASSEMBLIES
11/27/2006
09000
-n z
(ii
J:
(f)
0 ::r: m
0 c r rn
0
ID
-"'
0
0
&~rFWmm~·
ex. 1\'J:locl Existing wood FOOr
r. Jloot EVet!s>t Reo.i1imtflo!.ELA:!,..lfon Flo>: ·I~ area
aoz..Gr!Win'Gmy 1!cl4h'L;
El..Ml...PI'>{cl<,Sila!m eo;c.,nlllte -r,b!IS<: Roppr.Redlle!'ltB~f62-Moclnl:
11!3-Blat!i:Brown
w"u Mideriafm
<>l<.c-:.1\C. ·Slc!St'ngCclnere~
dW OMYZil
·~
?nt<l Palr.!ed
~nt'!I!Ph Pallltad,Pallel,mti!Grn,ollle&
~nl!f>an P<l!otoo and Pllnai!ng
pn!f!l~ Painted and M!fi«"WW!~
~
1/JS<; B!l!IJ<II!lin Moom SheiWOod btl
iOSO B~ll!Wllkl Macre B!am:l~dtlrnond
ti0170 !lal1jsroln Moore SGI'lingtmlsr,~v
f;CfSS . Ben!amill Mwre Ma~bOf(l bl®
'Whllo Be$1mln Moorn D<!CQra\lltsV<hile
Cgl!Imt flnJs:hMl
CF1 S<>ffit
CPl DM'faiiWith-Sofll(
CFa .orWrol!, P$lellng. and Saffrt
Cf"( .DMwl!
CF7 Aeowllo'ri!$
G"n;p;f Finish Ngfus•
;. ~swltot~pla!es.aru!)X>WWW~erp!al(l<;; to mat.:fl"~>;ll)aoont palM<»! of.
i·~=~~~=~~:m~~:.=~,!~~~~-
4. Reter!o speclll)nl,!ollfDr'll~~llopilm!l~, ;Ins, and c*r.
~~
«i"Oi' =a ... (I)
S'a og
3<1>
m"' >< Ill 'g~
~·~· :::~'<
0
(I)
:I
~
-"'
-"' -!::1
i':l
0
0
0)
I· '
Battlem·ent Mesa Activity Center
Weight Room Expansion
SECTION 09260 -GYPSUM BOARD ASSEMBLIES
PART 1 GENERAL
11 SUMMARY
A Provide gypsum board assemblies, see Section 09000 Wall Assemblies
1.2 QUALITY ASSURANCE
11/27/2006
A Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been
in satisfactory use in similar service for three years. Use experienced installers Deliver, handle, and store materials
in accordance with manufacturer's instructions.
R Tolerances: Not more than 1/16-inch difference in true plane at joints between adjacent boards before finishing.
After finishing, joints shall be not be visible, Not more than 118 inch in 10 feet deviation from true plane, plumb, level
and proper relation to adjacent surfaces in finished work.
C Fire Resistance for Fire-Rated Assemblies: ASTM E 119.
PART 2 PRODUCTS
2 1 MATERIALS
A. Gypsum Board Assembly Applications:
1. Application: Interior walls, partitions, ceilings with tape, joint compound finish, and exterior wall interior treat~
ment.
B Gypsum Board:
1. Gypsum Board: Board for tape and joint compound finish.
a. Type: ASTM C 36, regular, moisture-resistant, and fire-rated types as required:
b. Typical Thickness: 518 inch. Rated where indicated on detail sheets
2 Joint Treatment: ASTM C 475 and ASTM C 840, 3-coat system, paper or fiberglass tape
3. Furring Channels: 1" resilient channels for ceiling assembly, ASTM c 645, hot-dip galvanized coaling.
4. Furring Channel Thickness: 25 gauge minimum
PART 3 EXECUTION
31 INSTALLATION
A. Wood Blocking: Install wood blocking in compliance with Section 06100-Rough Carpentry. Install with toler-
ances necessary to produce substrate for gypsum board assemblies with tolerances specified. Include blocking for
items such as railings, grab bars, casework, toilet accessories and similar items.
B Install gypsum board for tape and 3-coatjoint compound finish in compliancewtth ASTM C 840 and GA 216,
Recommended Specifications for the Application and Finishing of Gypsum Board. Install gypsum board assemblies
true, plumb, level and in proper relation to adjacent surfaces.
C Install gypsum board for veneer plaster finish in compliance with ASTM C 844 Install gypsum board assemblies
true, plumb, level and in proper relation to adjacent surfaces. ·
D Provide fire~rated systems where indicated and where required by authorities having jurisdiction.
E Install boards vertically. Do not allow butt-to-butt joints and joints that do notfall over framing members.
F Where new partit'ions meet existing construction, remove existing corner beads to provide a smooth transition
GYPSUM BOARD ASSEMBLIES 09260-1
Battlement Mesa Activity Center
Weight Room Expansion
G Provide insulation in ceiling assembly where shown on p'Jans
1112712006
I, Provide acoustical sealant at both faces at top and bottom runner tracks, wall perimeters, openings, expansion
and control joints.
J Install trim in strict compliance with manufacturer's instructions and recommendations
K Repair surface defects. Leave ready for finish painting or wall treatment
END OF SECTION
GYPSUM BOARD ASSEMBLIES 09260-2
3attlement Mesa Activity Center
Weight Room tl(pansion
SECTION 09510-ACOUSTICAL CEILINGS
PART 1 -GENERAL (not applicable)
PART 2-PRODUCTS
2.1 MANUFACTURERS
11/27/2006
A Ceiling Panels: Armstrong World Industries, Inc. acoustical ceiling units, panel Type ACT-1: Surface
Texture: Fine; Composition: Mineral Fiber; Color: White; Size: 48in X 24in X 3/4in ; Edge Profile: Square
Lay-In for Interface with Prelude ML 15/16" Exposed Tee; White Panel: Light Reflectance: 0.86; Cirrus Tile &
Lay-In, 533.
B Suspension System: Components: All main beams and cross tees shall be commercial quality hot-dipped
galvanized, as per ASTM A 653 Main beams and cross tees are double--web steel construction with type
exposed flange design Exposed surfaces chemically cleansed, capping pre--finished galvanized steel in
baked polyester paint. Main beams and cross tees shall have rotary stitching ; Structural Classification:
ASTM C 635 Intermediate Duty; Color: Platinum; Prelude ML 15116" Exposed Tee as manufactured by
Armstrong World Industries, Inc
C. Wire for Hangers and Ties: ASTM A 641, Class 1 zinc coating, soft temper, pre--stretched, with a yield stress
load of at least three times the design load, but not less than 12 gauge.
D Edge Moldings and Trim: Metal or extruded aluminum of types and profiles indicated or, if not indicated,
manufacturer's standard moldings .for edges and penetrations, including light fixtures, that fit type of edge
detail and suspension system indicated. Provide moldings with exposed ffange of the same width as
exposed runner
PART 3-EXECUTION
3.1 EXAMINATION
A. Do not proceed with installation until all wet work such as concrete, terrazzo, plastering and painting has
been completed and thoroughly dried out, unless expressly permitted by manufacturer's printed
recommendations.
3 2 PREPARATION
A. Measure each ceiling area and establish layout of acoustical units to balance border widths at opposite
edges of eacil ceiling Avoid use of less than half width units at borders, and comply with reflected ceiling
plans. Coordinate panel layout With mechanical and electrical fixtures, and as indicated on plans.
B Coordination: Furnish layouts for preset inserts. clips, and other ceiling anchors whose Installation is
specified in other sections
ACOUSTICAL CEILINGS 09510-1
3.3JNSTALlATJON
Battlement Mesa Activity Center
Weight Room Expansion
1112712006
A Install suspension system and panets in accordance with the manufacturer's instructions, and in
compliance with ASTM C 636 and with the authorities having jurisdiction
B Suspend main beam from overhead construction with hanger wires spaced 4-0 on center along the length
of the main runner Install hanger wires plumb and straight
C. Install wall moldings at intersection of suspended ceiling and vertical surfaces Miter corners where wall
moldings intersect or install corner caps,
D. Install acoustical panels in coordination with suspended system, with edges resting on flanges of main
runner and cross tees Cut and fit panels neatly against abutting surfaces. Support edges by wall moldings
3 4 ADJUSTING AND CLEANING
A Replace damaged and broken panels.
B. Clean exposed surfaces of acoustical ceilings, including trim, edge moldings, and suspension members.
Comply with manufacturer's instructions for cleaning and touch up of minor finish damage. Remove and
replace work that cannot be successfully cleaned and repaired to permanently eliminate evidence of
damage.
END OF SECTION 09510
ACOUSTICAL CEILINGS 09510-2
PART 1 GENERAL
1.1 SUMMARY
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 09650
RESILIENT FLOORING
A Provide resilient flooring and floor preparation
1 2 SUBMITTALS
11/27/2006
A Product Data: Submit manufacturer's product data and installation instructions for
each material and product used
B Samples: Submit representative samples of each material specified indicating visual
characteristics and finish Include range samples if variation of finish is anticipated
C Extra Stock: Submit extra stock equal to 4% of total used
1 3 QUALITY ASSURANCE
A Comply with governing codes and regulations. Provide products of acceptable
manufacturers, which have been In satisfactory use in similar service for three years.
Use experienced installers. Deliver, handle, and store materials in accordance with
manufacturer's instructions
8 Performance: Fire performance meeting requirements of building code and local
authorities
PART 2 PRODUCTS
2 1 MATERIALS
A Manufacturer. Dodge-Regupollnc Ever/as! Performance Flooring
8 Rubber Tile Flooring:
Everlast Ultra Tile EL42-Iron Flex at designated lift area
a. Thickness: 1 inch
b. Size: 24 by 24 inches
Everlast Floor Tile: EL02-Grippin' Gray field tile color
a. Thickness: 3/8 inch
b Size: 36 by 36 inches.
Everlast Floor Tile: EL40-Protein Shake Gray accent tile color
a Thickness: 3/8 inch
b Size: 36 by 36 inches.
Ever/as! Sheet Roll EL02-Grlppin' Gray at new ramp
a. Thickness: 3/8 Inch
RESILIENT FLOORING 09650-1
PART 2 EXECUTION
2.1 INSTALLATION
Battlement Mesa Activity Center
Weight Room Expansion
11/27/2006
A. Comply with manufacturer's instructions and recommendations Install in proper
relation to adjacent work
B Prepare surfaces by cleaning, leveling and priming as required Test adhesive for
bond before general installation Level to 1/8' in 1 0' tolerance
C Tile Flooring: Install tile with tight joints and with one-way pattern Layout to prevent
less than 1/2 tile units.
D Sheet Flooring: Install sheets with tight joints and pattern in adjoining areas running
in the same direction, layout to minimize seams as approved.
E Clean, polish, and protect.
F Provide necessary edge and trim transition pieces.
END OF SECTION
RESILIENT FLOORING 09650-2
PART 1 GENERAL
11 SUMMARY
Battlement Mesa Activity Center·
Weight Roorri Expansion
SECTION 09650
RESILIENT FLOORING
A Provide resilient flooring and floor preparation.
1 2 SUBMITTALS
1112712006
A. Product Data: Submit manufacturer's product data and installation instructions for
each material and product used
B Samples: Submit representative samples of each material specified indicating visual
characteristics and finish Include range samples if variation of finish is anticipated
C Extra Stock: Submit extra stock equal to 4% of total used.
1.3 QUALITY ASSURANCE
A Comply with governing codes and regulations. Provide products of acceptable
manufacturers, which have been in satisfactory use in similar service for three years.
Use experienced Installers. Deliver, handle, and store materials in accordance with
manufacturer's instructions. ·
B Perfonnance: Fire performance meeting requirements of building code and local
authorities
PART 2 PRODUCTS
2.1 MATERIALS
A Manufacturer: Dodge-Regupollnc Everlast Performance Flooring
B Rubber Tile Flooring:
Everlast Ultra Tile EL42-Iron Flex at designated lift area
a. Thickness: 1 inch
b. Size: 24 by 24 inches.
Everlast Floor Tile: EL02-Grippin' Gray field tile color
a Thickness: 3/8 inch.
b. Size: 36 by 36 inches.
Everlast Floor Tile: EL40-Protein Shake Gray accent tile color
a. Thickness: 3/8 inch
b Size: 36 by 36 inches.
Everlast Sheet Roll EL02-Grippin' Gray at new ramp
a Thickness: 3/8 inch
RESILIENT FLOORING 09650-1
PART 2 EXECUTION
2.1 INSTALlATION
Battlement Me;;a Activity Genter
Weight Room Expansion
11/27/2006
A Comply with manufacturer's instructions and recommendations Install in proper
relation to adjacent work.
B. Prepare surfaces by cleaning, leveling and priming as required. Test adhesive for
bond before general installation level to 1/8' in 10' tolerance.
C. Tile Flooring: Install tile with tight joints and with one-way pattern. layout to prevent
less than 1/2 tile units
D Sheet Flooring: Install sheets with tight joints and pattern in adjoining areas running
in the same direction layout to minimize seams as approved
E Clean, polish, and protect
F Provide necessary edge and trtm transition pieces
END OF SECTION
RESILIENT FlOORING 09650-2
SECTION 09653-VINYL BASE
Battlement Mesa Activity Center
Weight Room Expansion
PART 1-GENERAL (not applicable)
PART 2-PRODUCTS
2 1 VINYL BASE
A. Products:
11/27/2006
1 Flooring accessories shown in the finish schedule as vinyl base shall be furnished by
Roppe Corporation, Fostoria, Ohio.
B Color: as shown on elevations and room finish schedule
c. ASTM F 1861, Type TV (vinyl)
D Style: Standard Toe Base 5/8"
E Minimum Thickness: 0.125 inch (3.2 mm)
F. Height: 6 inches (152 4 mm)
G Lengths: coils in manufacture~s standard lengths.
22 RESILIENT ACCESSORY
A Color: as shown on elevations and room finish schedule
B. Description: Vinyl Base Corners; standard toe, inside and outside
c. Material: Vinyl
D Profile and Dimensions: 2 1/4" length of return, 6" high
2.3 INSTALLATION ACCESSORIES
A Trowelable Leveling and Patching Compounds: Latex-modified, portland cement-or blended
hydraulic cement-based formulation provided or approved by ftooring manufacturer for
applications indicated.
B. Adhesives: Water-resistant type recommended by manufacturer to suit products and substrate
conditions
VINYL BASE 09653 -1
PART 3-EXECUTION
3 1 INSTALLATION
Battlement Mesa Activity Center
Weight Room Expansion
11127/2006
A Prepare concrete substrates according to ASTM F 710. Verify that substrates are dry and free
of curing compounds, sealers, and hardeners.
B. AdhesiVely install resilient wall base and accessories.
C Install wall base in maximum lengths possible Apply to walls, columns, pilasters, casework,
and other permanent fixtures in rooms or areas where base is required
D Install reducer strips at edges of floor coverings that would otherwise be exposed.
END OF SECTION 09653
VINYL BASE 09653-2
PART 1 GENERAL
1.1 SUMMARY
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 09800
ACOUSTICAL TREATMENT
A Provide acoustical wall panels.
1.2 SUBMITTALS
11/6/2006
A. Product Data: Submit manufacturer's product data and installation instructions for
each material and product used
B Shop Drawings: Submit shop drawings indicating material characteristics, details of
construction, connections, and relationship with adjacent construction
C. Samples: Submtt two representative samples of each material specified indicating
visual characteristics and finish. Include range samples if variation of finish is
anticipated.
D. Extra Stock: Submit extra stock equal to 2% of total used.
1 .3 QUALITY ASSURANCE
A Comply with governing codes and regulations Provide products of acceptable
manufacturers, which have been in satisfactory use in similar service for three years.
Use experienced installers. Deliver, handle, and store materials in accordance with
manufacturer's instructions.
B. Performance: Fire performance meeting requirements of building code and local
authorities.
PART 2 PRODUCTS
2.1 MATERIALS
A Manufacturers: Kinetics Noise Control Hardside Panels
B. Back-Mounted Edge-Reinforced Acoustical Wall Panels:
1 Core: Impact-resistant face panels.
2. Facing Material: Woven polyester or polyethylene fabric.
3 Panel Edge Detail: Mitered.
4 Minimum Noise Reduction Coefficient: 0 95 NRC
C. Auxiliary Materials: .
1 Connecting splines, molding, and trim
2 Clips and hangers
D Finishes:
1 Weight room: Guilford of Main Fabric FR701 2100 380 Quartz
2 Lower Floor Rooms: Guilford of Main Fabric FR701 2100 748 Bone
ACOUSTICAL TREATMENT 09800-1
PART 3 EXECUTION
3.1 INSTALLATION
Battlement Mesa Activity Center
Weight Room Expansion
11/6/2006
A Take field measurements prior to fabrication where practical Do not delay job
progress Comply with ASTM c 636.
B. Install materials and systems in accordance with manufacturer's instructions and
approved submittals. Install materials and systems In proper relation with adjacent
construction and with uniform appearance Coordinate with work of other sections.
C. Adjust, clean, and touch-up all system components
END OF SECTION
ACOUSTICAL TREATMENT 09800-2
Custom sizes up to 48" x 120".
1-inch to 4-inch thick glass fiber core
with chemically hardened edges.
··NRC sound absorption ratings: 80 to 1.1 0 ..
·Finishes: Choose from a wide variety of fabrics
and vinyls. In-stock fabrics from the Guilford
FR701 selection,
Application Tip:
Larger panel !3izes, I.e 48" x 120" versus 30" x
36" are much more cost effective due to bettet
yie/d.s on panel materials.
Qesiqn Series 90 Panels
Durable 5/8" thick panel
featuring a tackable high
density fiber glass face bonded
to a honeycomb core.
·Wider panels in sizes up to
60" X 120"
NRC ratings of 70
(A mounting) to 1 .00 furred out
on 3-1/2" framing.
High-Impact HardSide
Panels
Similar to HardSide with the fol-
lowing added features:
Greater abuse resistance with
an 1/8" high density fiber glass
face.
Tackable face.
Higher NRC of 1.00 in a 1-1/8"
thick panel
Hi-Tack Panels
·Excellent tackability with a 24
PCF density fiberboard core.
·Custom sizes up to 48" x 120',
1/2", 5/8" or 3/4" thickness.
Finishes: Choose fabrics from
the Guilford FR701 selection or
other factory-approved materials.
Use where tackability is required:
classrooms, offices, lobbies.
r ~ -• -
2 Product Details and Specifications at www.kineticsnoise.com · ' . '
• • I '• -
I ' ~ "
1"to 4"
1"=85
Pert Fabric
Co-Polymer or Vinyl
Square Square·
Class A Class A
High High
74901./Nff
394 OPAL 481 PEARL 46~ EUCAlYPTUS
460 l:,l!..(ff
147 SFRAW 755LW
238 GR<Y MIX 75l tt~AA
423 PUMICE
Guilford of Maine Fabric FR701 Style 2100
-··~ · ·~:.." . I · 8 8 8 · 7 6 5 · 2 9 0 0
SoundStop® Sound Stopping Fiberboard
Section 09830
NOTE: This S<ldlon is based on the produet of the KnighHlelotex Company, whlch is located at:
One Northlielc! Plaza Suite 400
Norlhfield, n.. 60093
lntemet address; w~w. knigb.tcelote-x. eom
For Technical Support
847 .. 716 .. 8030 >rt022
PART 1; GENERAL
1.1 SECTION INCLUDES
A. f'umlshing and Installation of SoundStop®for warts. cemngs and floor systems as shown on tile
drawings and specffied.
12 REFERENCES
A. AST'M C :!03 .. 95 (2001) ··Standard Specification for Celluloslo Fiber Insulating Board.
1.3 SU6MI'ITA!.S
A. Submft underprovlslooo of Sectlon 01300.
!3. Product Data: Manufaoture(s catalog data and inslallaUon inslrUotlons lor all oondlllooo .•
t. AR materials shall be manufaotured by !he Knlgh!·Ceiotex Company, unl..,speoiffed
olhe!Wise .. All materials shall be lnsla!led in accordance witb printed installation instruolions
by tha Knigllt·Celotex Company.
C.. Quality Msumnce/Cootrol Submittals:
1.. Manufa<>lurer's lnstallafion and safety data /Instructions
1..4 QlJALJ'IY ASSURANCE
A. Manufacture!'$ Qualil'lcationsr
1.. Minimum 50 yeaiS experience In producing sound-deadening boards otlhe type specified
herein ..
i5 OEUVERY, STORAGE, AND HANDLING
1.6
A. Deliver materials in manufa<:lurers original packages orblmdlas bearing !he brand name of lh<!
product.
1.. Inspect lh<! materials upon dellve.y to assure Ulat specified products have been recel\ied.
:e. Roport deniaged mal'erial immediately ro !he delivering earner and note such damage on !he
carrier's lrelght bUI of lading.
Storage and Handling: Store materials inside, level, untiar oovar. Keep dJY, protect li'om wealhor and
dema9e from eonstruetlon operations and other causes .. Store at a location whe"' humidity and·
tempern!ure duplicates lhOS!> during installation end oooupaney In order to slabiHze !he shealhlng.
PRECAUllONS
KHl-7/2004 09630 .. 1
(
(
(
I<nighHMotex Flberll0Bl1l products must net be used in close prcldmlly to chimneys, heater units,
fireplace$, steam pipes or other surfaces which could provide lo119 term exposur<> to excessive heal
(maximum 212"F) wllhout adequate lherll'lal protection. Consult tile appropriate heating appliance
manufaciUrel's lnstrocllons before lnstallatron.
PART 2; P!IODUQTS
2 .. 1 MANUFACTURERS
A. Aoooplable Manufacturer.
Knight-Celotax Company
Onac Northfield PlazaSuita400
Northfield , !L. 00093
rntemet address: w"". knightcelotex. com
(Specifier to sek>ct Which option from items B and c, defele the unwanted lex!.)
B. Requests for subS!itutlons wiD be considered in accordance With provisions of Seotlon 01000.
c. Sllbstltutlons: Not pennittad.
D.. Provide all sound-daadenfng boards from a single manufa(l!ure•.
2.2 MA:fERIAl.S
NOTE: Consult manufacturer f<>r S?Qcfflc recommendalions of testa<:! assembly constructions and STC mtings.
A. Sound-Deadening Boards: SoUlldS!op®physicaf propertie$ as follows:
2.3
1. Panel siz"' 4'·0" (1200 mm) x 8' .. 0" (2400 mm) or 9'0" (2700mm) x 1f21noh (13 mm)
2. Density: 17.5·18pcf(2ll8kg/cubklm).
a. Thermal oonduc!Mty{k) max .. : 0.38
4. Tensif& Strength (pam/lelia surface) : 100 psi (1,034 kPa).
4. Tenslle Slrength (perpend"roularto eurtaoe) : SOG psi (:18 .. 7 kPa).
5. Waler AbsO!ptlon l>y Volume, max percent; ASTM C 209 (2--h test):
a, 2 hour Immersion: '7 percent maximum .•
6. Expans!o~. 50 to SO percent relative humidity: 0.5 peroent.
7.. Vapor permeanoe {gnalns per !n, per sf.. in .. HG pressure differentia~: 5 (0.287)
8.. · R-value: 1 .. 3
9. FU!mmabinty (per NFPA mUng): 1 or sllgl'lt.
10.. Sound Trensmlsslon Coefflolen~ #61 {sea manufacturers installation methods)
11. lmpect noise ratrng and lmpactisofaUon class (floors): I!IIR S-14 and !IC 37·44 (eat.)
12. Mo'IS!ureeontembywelgh!,max.: 10%
ACCESSORIES
IIIOTE: Installation aooassorle.s are dependent on sllbstrauos and lnSlll!lation methods as recommended by the
manufacturer SoundStop® mnst be lnstalfsd behind d~a!l or under .ffoor sheathll'lg; select from the following
paragmphs aooor<fmg!y.
09830.2
(
A. DI)IWaU: 1!2" min .. applied overexposed surfaces. Offsetjoints16" min .. (see manufacture(s specific
Installation guidelines for specified STC, INA or IIC ratings).
B.. Nails: 11 ga,11/Z' long galvanized roofing nails, as required to penetrate wood framing 314inch (19
mm} minimum.
C. Screws:
1.. Mete! framing, seff .. tapplng 1 1/4" di)IWOII type steel screw. Fastened 16" O .. C. along edges and
Intermediately ..
PART 3: EXECli.!'!QU
3.1 EXAMINATION
A. Examine substrates upon which work will be installed.
B. Verify framing member spacing complies with manufacture(s requirements depending on substrates
and Installation melhods for different sound ratings.
C.. Verify, environmental conditions are. and will continue to be. maintained in accordance with
manufacturer's recommendations.
D .. Coordinate with responsible entity to perform corrective work on unsatisfactory substrates or
conditions.
E. Starting work by Installer Is acceptance of substrate and environmental conditions.
3.2 PREPARAT'ION
A. Follow manufacturets Instructions .. Store in a well-ventilated area. Material must be kept dl}l before
Installation
1. SoundBtop® panels must be installed In a clean, dry condition .. DO NOT INSTALL WET
PANas. Panels must be thoroughly dry prior to closing in lhe structure
2. Provide proper venlilalion and use of resplralol}l protection as required by the manufacturer.
Avoid dust inhalation .. Use caution when creating large amounts of dust because of potential
explosion hazard. Refer to manufacturer's MSDS data for these and other precaufions ..
3.3 INSTALLATION
A.
B ..
KI-R-81304
Contact! he Knight-Celotex Company for full product installation guides and precautions; including
floor Installation information ..
SoundStop® requires wood wall framing at 16 inches (400mm) o .. c, max ... or 24" (600mm) o.c., maJ<.
at metal studs. Panel ends are required to align with framing membens. Some systems may require
blocking for certain STC ratings .. See manufacturer's recommendations for required blocking. Verify
that appropriate framing section or drawing notes comply.
09830 .. 3
C. Panel Applications:
1. Wall systems: Apply SoundStop® vertically to framing.
a. Wood framed systems: fasten with required nails al12' O .. C. at edges and
intermediately.
b.. Metal framed systems: fasten with required screws at 16" 0 .C. at edges and
intermediately
c. Install gypsum wallboard or other panels so panel joints are staggered 16" and do not
coincide wf!h sound board joints. Follow gypsum wallboard manufaeiurer's installation
recommendations, or SoundStop® manufacturers instructions for specific STC rating<>.
(note to specifier: ftoor system should not be used under partitions due to compressibility of
SoundStop® material)
2. Floor systems: Apply SoundS!op® at right angles to sub floor.
a. In "floating floor" systems SoundStop® need not ·be fastened (see manufacturer's
recommendations). OVerlay with sleepers and underiayment and fasten as required. Install
ceiling system per manufacturer for speciffc STC, IIC and INR ratings
3.. CeRing system: Wood Celfmg I floor joists should be spaced at 16" o.c .. Apply SoundStop® board
across framing and fasten with required nails at24" O.C .. along edges and intennecliately. Apply
gypsum board over SoundStop® at right angles and fasten With 1 314" GWB-54 annular ring naifs,
7" 0 .C . ., joints must be taped and cemented.
3.4 ADJUSTING AND CLEANING
A. Follow manufacturer's instructions for mpfacement of damaged panels.
B. During the course of the Work and on completion of the Work, remove excess materials,
equipment and debris and dispose of properly away from pmmfses ..
b. Leave Work In clean condition In accordance with Section 01500 Construction Faclnties and
Temporary Controls.
3.5 PROTECTION
A. After application of the Soundstop® sheathing, it is recommended that the di)IWall finish be applied as
soon as practical .. If applied sheathing should get wet, wan until Jt is completely dry before applfcaUon
of di)IWall finish.
END OF SECTION
KI-R·81304 09830.4
Battlemen~ Mesa Activity Center
Weight Room Expansion
11/27/2006
SECTION 09910-PAINTING
PART 1-GENERAL
1.1 SECTION REQUIREMENTS
A Summary: Paint exposed surfaces unless otherwise indicated
1 Paint the back side of access panels
2. Color-code mechanical piping in accessible ceiling spaces.
3 Do not paint prefinished items, items with an integral finish, operating parts, and labels, unless
otherwise indicated
B. Obtain block fillers and primers for each coating system from same manufacturer as finish coats
C. Extra Materials: Deliver to Owner 5 gallons of each color and type of finish coat paint used on Project, in
containers, properly labeled and sealed.
PART 2-PRODUCTS
21 PAINT
A Products:
1 Benjamin Moore Latex Paints
2 Colors: As scheduled by owner, and indicated on drawings and finish schedule
B Material Compatibility: Provide materials that are compafjble with one another and with substrates.
C. Material Quality: Manufacturer's best-quality paint material of coating types specified that are formulated
and recommended by manufacturer for application indicated
PART 3 -EXECUTION
3.1
A.
B.
32
A
PREPARATION
Remove hardware lighting fixtures and similar items that are not to be painted. Mask items that cannot be
removed Reinstall items in each area after pafntrng is complete.
Clean and prepare all surfaces in an area before beginning painting in that area. Schedule painting so
cleaning operations will not dam~ge newly painted su·rfaces.
APPLICATION
Apply coatings by brush, roller, spray or other applicators according to coating manufacturer's written
instructions.
1.
2.
Use brushes only for exterior painting and where the use of other applicators is not practical
Use rollers for finish coat on Interior walls and ceinngs
PAINTING 09910-1
B.
c
33
A.
B
C.
D.
Battlement Mesa Activity Center
Weight Room Expansion
11/27/2006
Pigmented (Opaque) Finishes: Completely cover surfaces to provide a smooth, opaque surface of unfform
appearance Provide a finish free of cloudiness, spotting, holidays, laps, brush marks, runs, sags,
ropiness, or other surface imperfections
Transparent (Clear) Finishes: Use multiple coats to produce a glass-smooth surface fflm of even luster
Provide a finish free of laps, runs, cloudiness, color irregularity, brush marks, orange peel, nail holes, or
other surface imperfections.
INTERIOR PAINT APPLICATION SCHEDULE
Gypsum Board and concrete walls: one coat primer, two coats paint.
Stained Woodwork: Waterborne, Satin Varnish: Two coats over sealer and waterborne wood stain.
Ferrous Metal: Two coats over ferrous metal primer.
DOors: Same as stained woodwork.
END OF SECTION 09910
PAINTING 09910-2
PART 1 GENERAL
11 SUMMARY
Bat!lement Mesa Activity Centei
Weight Room Expansion
SECTION 10440
INTERIOR SIGNAGE
A Provide interior signage
1.2 SUBMITTALS
11/27/2006
A Product Data: Submit manufacturer's product data and installation instructions for
each material and product used
8 Samples: Submit two representative samples of each material specified indicating
visual characteristics and finish. Include range samples if variation of finish is
anticipated
1 3 QUALITY ASSURANCE
A Comply with governing codes and regulations. Provide products of acceptable
manufacturens, which have been in satisfactory use in similar service for three years
Use experienced installers Deliver, handle, and store materials in accordance with
manufacturer's instructions
PART 2 PRODUCTS
2 1 MATERIALS
A Manufacturers: Alumigraph Interior Sign age; Best Sign Systems, Inc ; lnnerface
Sign Systems, Inc; In Pro Corporation; Seton Identification Products; Vista System.
B. Panel Signs:
1 Type: Unframed.
2. Material: Plastic.
3 Copy: Raised lettering
PART 3 EXECUTION
3 1 INSTALLATION
A Install materials and systems in accordance with manufacturer's instructions and
approved submittals Install materials and systems in proper relation with adjacent
construction and with uniform appearance. Coordinate with work of other sections
B. Restore damaged finishes Clean and protect work from damage.
END OF SECTION
INTERIOR SIGNAGE 10440-1
PART 1 GENERAl
1 i SUMMARY
Battlement Mesa Activity Center
Weight Room Expansion
SECTION 10520
FIRE PROTECTION SPECIAl TIES
A Provide fire extinguishers, cabinets and accessories.
i 2 SUBMITTALS
11/27/2006
A Product Data: Submit manufacturer's product data and installation instructions for
each material and product used
B Shop Drawings: Submit shop drawings indicating material characteristics, details of
construction, connections, and relationship with adjacent construction
1 .3 QUALITY ASSURANCE
A Comply with governing codes and regulations Provide products of acceptable
manufacturers which have been in satisfactory use in similar service for three years
Use experienced installers Deliver, handle, and store materials in accordance with
manufacturer's instructions
B Standards: ULand FM listed products, NFPA 10
C. Regulations: ADMG
PART 2 PRODUCTS
2 1 MATERIALS
A Fire Extinguishers:
1. Type: Multipurpose dry chemical type.
2. Rating: Sized for project requirements.
3. Service Area Mounting: Cabinet mounted.·
B. Cabinets:
1. Mounting: Wall mounted
2 Trim: Exposed.
3 Doors: Aluminum, clear anodized finish
4. Door Style: Full-glass panel.
C. Accessories:
1. Glass breaker or fire handle.
2 Signage.
PART 3 EXECUTION
31 INSTALLATION
A Install materials and systems in accordance with manufacturer's instructions and
approved submittals Install materials and systems in proper relation with adjacent
construction and with uniform appearance. Coordinate with work of other sections.
FIRE PROTECTION SPECIAL TIES 10520-i
i':lattlemeilt 1\flesa Activity Centei
Weigh~ Room Expansion
11/27/2006
B. Install fire extinguishers in mechaniCal and service areas with wall-hung brackets at
locations and heights indicated and acceptable to authorities having jurisdiction.
C Install fire extinguishers in cabinets in public areas plumb and level at heights
acceptable to authorities having jurisdiction.
D. Restore damaged finishes Clean and protect work from damage
END OF SECTION
FIRE PROTECTION SPECIAL TIES 10520-2