HomeMy WebLinkAboutApplication-Permit.pdfProject Address 000375 CR 352 RIFLE, CO Owner Information Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601-Phone: (970)945-8212 Fax:
(970)384-3470 Parcel No. Subdivision 217713400205 Address Board of County Commissioners of (108 8th ST Glenwood Springs CO 81601 #rrTJit No.. BL.C0-4,.1()"lS09 ... e~/ITljtTY~~:G~m~~r6i~IBllildi.1~
•.. . . . Wo~GJ"~SifiGlitioT1;.JII~v..' p"rinJtStatus;/l.~tiVfl·· Issue Date: 4/14/2010 Expires: 10/11/2010 Section Township Range 13 6 93 Phone Cell 970-625-0973 Contractor(s) Phone
Primary Contractor Required Inspections: Royal Southwest Proposed Construction I Details Electrical vault FEES DUE Fee Total: Wednesday, April 14, 2010 (602)725-7556 Yes Valuation: Total
Sq Feel: $ 10,000.00 600 Amount FEES PAID Inv Total Paytype Inv # BLCO-4-10-20148 $ 0.00 Am! Paid Am! Due $ 0.00 Fo""'O·,"oo",.II. 1 (970)384-5003 Inspection IVR See Permit Record Building
Department Copy 2
GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'" Street, Suite 40 I, Glenwood Springs, Co 81601 Phone: 970-945-82 121 Fax: 970-384-34701 Inspection Line: 970-384-5003 www.garfield-countv.com
1 P arcel No: (this infonnation is available a l the assessors office 970-945-9134) /+;r erJ1-~ L'1 -t~ \ "3l1-6G -~as 2 1~3~5SSr t 3:S!r°t been aSSiK~tIOC;~~+~ ~\f\ e treet Name & City~
or and leg~ description 3 Lot No: 1lIock'No: Subd.l E~emp ti on: 4 ~~~(~~~rY °C;~ t " Mai ling Address: A P~7o-6J'2: lo'i/A~~~ -8)Cj-S66 , r 'A"r 5 ContractorbJ tA L <;: J I'Lku ...
L 1 ~~il~~eKni ~~ l If.. .. L '<J.1; , r,hOd. ~'l-~~ Alt Ph:yu III • VI U'IITT 6 Architect I Engineer: Mailing Address: Ph: Alt Ph: 7 Sq . Ft. OfBUil~ 600 Sq. Ft. or Acres of Lot: S'?J.-C)
Height: QI No. of Floors: 8 Use of Building: f:-Ie.e-+ (,' u.. L \lc,vL-1-9 Describe Work: 10 Class of Work: ~ o Alleration o Addition II Garage: ~!b. Septic: o Attached 0 Detached lJl~
o ISDS o Community 12 Driveway Pennit: Owners valuation of Work: $ NOTICE Authority. This application for a Building Pennit must be signed by the Owner oflhe propeny, described above,
or an authorized agent. If the signature below is not thai of the Owner, a separate leuer of authorily, signed by the Owner, must be provided with this Application. Legal Access. A Buildi
ng Permit cannot be issued without proof of legal and adequate access to the propcny for purposes of inspections by the Building Depanment. Other Permits. Multiple separate permits may
be required : (1) Siale Electrical Permit. (2) County JSDS Permit. (3) another permit required for use on the propeny identified above. e.g. Stale or County Highwayl Road Access or a
State Wastewater Discharge Permit. Void Permit. A Building Permit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is
suspended or abandoned far a period of 180 days after commencement. CERTIFICATION I hereby certify that I have read this Application and that the information contained above is true
and correct. I understand that the Building Depanment accepts the Application, along with the plans and specifications and other data submitted by me or on my behalf (submittals), based
upon my certification as to accuracy. Assumi ng completeness of the submittals and approval ofmis Application, a Building Pennit will be issued granting pemUssion to me, as Owner, to
construct the structure(s) and facilities delailed on the submittals reviewed by the Building Depanment. In consideration ohhe issuance of the Building Permil, I agree thai I and my
agents will comply with provisions of any federal, state or lacallaw regulating the work and the Garfield County Building Code, ISDS regulations and applicable land use regulations (County
Regulation{s». I aCknowlcdge lhat the Building Permit may be suspended or revoked, upon noticc from the County, if the locaLion. construction or use of the structure(s) and faciiity(ies),
described above, are not in compliance with County Regulalion(s) or any other applicable law. J hereby grant permission to the Building Department to enter the property, described above,
to inspect the work. I further acknowledge that the issuance of the Building Permit docs not prevent the Building Official fTom: (I) requiring the correction of errors in the submittals,
if any, discovered afler issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation of County Regulation(s) or any other applicable law.
Review of this AppiicaLion, including submittals, and inspections of the work by the Building Department do not consLilUte an acceptance of responsibility or liability by Ihe County
of errors, omissions or discrepancies. As the Owner, I acknowledge that responsibility fOf compliaoce with federal, state and local laws aoo County Regulations rest with me and my authorized
agents, including without limitation my architect designer, engineer andl or builder. I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: n~~~ LL~b
-awL OWNERS SIGNATURE DATE STAFF USE ONLY Special Conditions: Adjusted Valuation: Plan Check Fee: Permit Fee: Manu home Fee: MiscFees: -;47OC.CO ~ -ISDSFee: Total Fees: Fees Paid: Balance
Due: UP No & Issue Date: ISDS No & Issued Date: TOUWL (!)W~ -"' --I'S~ Setbacks: OCC Group: Const Type: Zoning: 52-IH3 {1,'D\\C fj\tpGl BL~EPT: \ illltD PL~T: ~ , ~~~!J L~, ~~b ~ 4lt
/to APPROVAL DATE APPROVAL ' Il-ATE
Building Plan Review Description of Work: Electrical vault Bin#: PIF Location Address: 000375 CR 352 RIFLE,CO Case Manager: Ken Smith Plan Case Number: BLDG·4·I ()'6374 Parcel: 217713400205
Application Date: 0410612010 Building ______ ,Engineered Foundation ______ Driveway Permit ______ Surveyed Site Plan ______ ,Septic Permit and Setbacks _____ G,radelTopography 30% ______
Attach Residential Plan Review List ______ Minimum Application Questionnare ______ Subdivision Plat Notes ______ Fire Department Review ______ Valuation Determination/Fees -----Red Line
Plans/Stamps/Sticker _____ ~Attach Conditions ____ ~Application Signed ______ Plan Reviewer To Sign Application _____ 'ParceIiSchedule No. ______ ,40# Snowload Letter -Manu. Homes _____
,Soils Report Wednesday, April 7, 2010 Contacts Owner: Board of County Commissioners ofGarfieJd County Applicant: Board of County Commissioners of Garfield County Applicant Phone: 970-625-0973
Email: Planning/Zoning _____ 'Property Line Setbacks _____ ,30ft Stream Setbacks _____ Flood Plain _____. .B.. uilding height _____ .J-70ning Sign-off ______ Road Impact Fees _____ HOAlDRC
Approval ______ GradelTopography 40% ______ Planning Issues ------Subdivision Plat General Comments:
GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQillREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS
ALTERATIONS And MOVED BillLDINGS In order to understand the scope of the work intended under a penn it 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 infonnation has not been provided by the applicant, this will result in the delay ofthe penn it 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 detennine 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. 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. 1
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 will be returned.
All plans submitted must be in compliance with the 2003 IBC, IPC, IMC, IFGC, and IFC, 2006 IECC. Applicants are required to indicate appropriately and to submit completed checklist at
time of application for a permit: 1. 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 comer 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/J./U ~f 2. Does the site plan when applicable include the location of the LS.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 Not necessary for this project __1_ ' 3. Does the site plan indicate the location and direction of the State, County or private
road accessing the property? Yes 4. Have you provided any RESOLUTIONS and! or LAND USE PERMIT(S) associated with this property? Yes if Yes please provide a COPY. No /L,-k 'c<. '-"'-1,='----5.
Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? 1 Yes Not necessary for this project ~h 6. 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 if--. Not necessary for this project __ _ 7, Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing
steel in 2
accordance with the building code or per stamped engineered design? Yes ----DS-Not necessary for this project~~ 8. If the building is a pre-engineered structure, is there a stamped,
signed engineered foundation plan for this buildi;t Yes Not necessary for this project~~ 9. Do the plans indicate the location and size of ventilation openings for under floor crawl
spaces and the clearances required between wood and earth? Y es~~ Not necessary for project4.-9 10. Do the plans indicate the size and location of the ventilation openings for the attic,
roof joist spaces and soffits? Yes~~ Not necessary for this project /v;U 11. Do the plans include design loads as required under the lBC or IRC for roof snow loads, (a minimum of 40
pounds per square foot in Garfield County)? Yes --'l-o-Not necessary for this project~~ 12. Do the pial}" include design loads as required for floor loads uoder the lBC or IRe? Yes ~
Not necessary for this project~~ 13. Does the ~ include a building section drawing indicating foundation, wall, floor, and roof construction? Yes Not necessary for this project~~ 14.
Is the wind speed and exposure design included in the plan? YesL Not necessary for this project~~ 15. Does the building section drawing include size and spacing of floor joists, wall
studs, ceiling joists, roof rafters or joists or trusses? "~I Y es~~ Not necessary for this project~ 16. Does the building section drawing or other detail include the method of positive
connection of all columns and beams? Yes_~ Not necessary for this project--fi-17. 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? 3
(Check applicable zone district for buildin~eight maximum) Yes _ Not necessary for this project __ 18. Does the plan include any stove or zero clearance fireplace planned for installation
including make and model and Colorado Phase II certificationz Phase II EPA certification? Yes _ Not necessary for this project 19. Does the plan include a masonry fireplace including
a fireplace section indicating design to comply with the !BC or IRC? ,J Yes __ Not necessary for this project~ 20. Does the plan include a window schedule or other verification that
egresslrescue windows from sleeping rooms and/or basements comply with the rzirements of the IBC or IRC? Yes _ Not necessary for this project 21. Does tbe plan include a window schedule
or other verification that windows provide natural light and ventilation for all habitable rooms? "J Yes __ Not necessary for this project~ 22. 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 tbese areas? Yes _ Not necessary for this project~ 23. Do the plans include a complete design for all
mechanical systems planned for installation in this building? Yes _ No Not necessary for this project~ 24. Have all areas in the building been accurately identified for the intended
use? (Occupancy as identified in the !BC Chapter 3) Yes _ Not necessary for this project--L-25. Does the plan indicate the quantity, form, use and storage of any hazardous materials
that may be in use in this building? . Yes __ Not necessary for this project-£-26. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated
on the plan? Yes _ Not necessary forthis project~ 4
27. 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 _ Not necessary
for this project---i-28. Do the plans indicate that restrooms and access Z-the building are handicapped accessible? Yes _ Not necessary for this project 29. Have two (2) complete sets
of construction drawings been submitted with the application? Yes--Ji-. 30. Have you designed or had this plan designed while considering building and other construction code requirrentS?
Yes 31. Does the plan accurately indicate what you intend to construct and what will receive a final inspection hy the G~e1d County Building Department? Yes 32. Do your plans comply
with all zoning rules and regulations in the County related to your zone district? For comer i: see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks.
Yes 33. Do you understand that approval for design andior construction changes are required prior to the implementation of these changes? Yes~ 34. 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 "Pennit" fee as well as any "Septic System" or "Road 1jnpact"
fees required, at the time you pick up your building permit? Yes....'S:/=-35. Are you aWare that you are required to call for all inspections required under the IBC including approval
on a fina~tspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes 36. Are you aware that the Pennit Application must be signed by the Owner or a written
authority be given for an Agtand that the party responsible for the project must comply with the Uniform Codes? Yes 37. Are you aware that you must call iu 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 5
7:30 a.ny and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes~ 38. 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-J/..--39. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate
access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; a County Road and Bridge permit; a Colorado Dept. of Highway
Permit including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Road & Bridge Department at 625-8601. See Phone book for other agencies
Yes~ 40. 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~ 41. Are you aware, that on the front of the building permit application you will need to fill in the Parcell Schedule Number for the lot you are applying
for this permit on prior to submittal of the building permitj ;l1licatiOn? Your attention in this is appreciated. Yes/Vi 42. Do you know that the local fire district may require you
to submit plans for their review of fire safety issues? Yes ~ (Please check with the building department about this requirement) 43. 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 -sI---Not necessary for this project~~ 44.
Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than 10 persons as per Section 1004 of the IBC to prepare
the plans and specifications for the project. A /:r, Yes Not Necessary for this project _7'~'JejLL:.I':fc>=-~ 45. If you anticipate obtaining a water tap from the City of Rifle, please
provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter. i Yes /VU , 6
I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. Signature Date Phon{to~) 72 S"~7.s"Sl(days); _________ (evenings) Project Name:
(;"urr el d L~'V~I-r /IIi eel-Project Address: C,,,,ft'eJd C",(/",Jy AI'l'trf: P.; Pee (>. Note: On any of these questions you may be required to provide this infonnation. If required
infonnation is not supplied, delays in issuing the pennit are to be expected. Wark may not proceed without the issuance of the pennit. *Ifyou have answered "Not necessary for this project"
on any of the questions and it is detennined by the Building Official that the infonnation 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 infonnation
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. bpminrepcommMar2009 7
GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, IMC, !PC, 2006 IECe. Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at
the roof! Not ground): 40PSF up to 7000ft. elevation. 50PSF 700lftto 8000ft. 75PSF 800 1ft to 9000ft. 100PSF 9001 to 10000ft. !!! ALL SNOWLOADS ARE MEASURED HORIZONTALLY AT THE ROOF
NOT THE GROUND!!! Seismic design category: B Weathering prohahility for concrete: Severe. Termite infestation probability: None to slight. Wind speed: 90mph. Decay probability: None
to slight Wind Exposure: B or C (see section RJO 1.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 800 I and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 160ver
7000ft. elevation. Air Freezing Index: 2500deg F·days to 7000ft.; over 7000ft. to be detenmined by Building official Ice shield under·layment required. Mean Annual temp: Variable SEE
2006 IEee FOR INSULATION AND ENERGY REQUIREMENTS. bpminrepcommMar2009 8
GARFIELD COUNTY DRIVEWAY PERMIT REQUIREMENTS Information required by Garfield County Road & Bridge for driveway permits or exemptiou letters: }-State your request (driveway permits vs.
exemption). » Legal description; lot & blocldl preferred, meets & bounds if necessary » Plat or s},ctch, showing driveway location and any casements (must show nearest County Road and
be easily readable). > Owner of record (as appears on the tax roll). );> Owncl"s mailing address, phone, fax (& cell if applicable). » Subcontractor (if applicable) with contact person,
address, phone, fax & cell. ~ Be prepal'ed to show yOUl' proJlerty pins/comers. Quick reference guideliue for new Or change of lise driveways: » Only one access per parcel (unless demonsh'ated
need) > 90 degree intersection with County road for first 30 feet )P> 3 % maximum grade for first 30 feet ):;-4" thick hot asphalt/concrete apron ifCounly road is paved. " 300 feet visibility
in both directions > Corrugated steel culvert if a road ditch is crossed (15" min, no plastic or aluminum) >-Driveway l'Unoffmllst not reach County road! ~ Obtain permit before commencing
work, pay fee & sign, keep on site > Complete (he driveway within 30 days of pulling permit. DO NOT DELAY! Contact: Road & Bridge Main Office: 0298 CR 333A, (Hunter Mesa Rd), Rifle,
Co 81650 -Ph 625-8601. Office hours are 7:00am to 4:00pm Monday through Friday. The Road & Bridge omce will issue the permit. It can be picked up a( (he above address, or faxed upon
receipt ofpaYll1cnt. Payment can be made with a check or credit card.
1. Pennit Owner: Garfield County Road & Bridge 0298 CR 333A1/PO Box 426 Rifle, CO 81650 PH: 970-625-8601 FAX: 970-625-8627 roadandbl'idge@garfield-couuty.com Driveway Permit Check orr
Form 2. Mailing Address: 1'--________________ -'1 3. City: Carbondale 81623 D Glenwood Springs 81601 D New Castle 81647 D Silt 81652 D Rifle 81650 D Parachute 81635 D Other LI ________
-' 4. Phone No: LI _-;======::",--F_aX_N_o_:-,I======~ 5. County Rd. No: LI _______________ --' 6. Nearest Intersection 01' address: 7. Distance from Int. or address: 8. Direction from
Int. or address: N D E D S D 9. Side of road: N D ED s D wD wD 1 D. Width of driveway: 3D-foot D 40-foot DIDO-foot D Other: I "------------~ 11. Culvert required: Yes D No D 12. Size
of culvert required: 12-inch DIS-inch D 18-inch Other: D 1 13. Length of culvelt required: 3D-foot D 4D-foot Dothelj 1 "-------> 14. Asphalt or concrete pad required: Yes D No D
15. Size of pad: 30-foot wide X 10-foot long X 4 inches thick: Yes 0 40-foot wide X lO-foot long X 4-inches thick: Yes 0 1 ~O-foot wide X 20-foot long X 4-inches thick: Yes 0 Other:
I L-____________________________ ~ 16. Gravel portion required: ,Yes 0 17. Length of gravel pOliion: 40-foot 0 50-footO IOO-foot 0 18. Trees or brush removed for visibility: Yes D No
0 19. Distance and direction from driveway to be removed: I 20. Driveway must be no more than 3 % slope away from County road. 21. Drive must be constructed so no drainage accesses County
road from driveway. 22. Certified traffic control required: Yes 0 No 0 23. Work zone signage only required: Yes 0 No D 24. Stop sign required at entrance to County Rd. Yes 0 No D 25.
Inspection of driveway wi1lrequired upon completion and must be approved by person issuing permit or representative of person issuing pelwit. 26. PerSall Requesting Permit: 27. Person
issuing permit: 28. District permit issued in: 3D 29. Date checklist comPleted:LI _____________ ---'
BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY CERTIFICATION AND AFFIDAVIT REGARDING ILLEGAL ALIENS The Contractor, Nhase name and signature appears belol>l, certifies and agrees as
f0110\15: 1. The Contractor shall comply with the provisions of C.R.S', 8-17.5-101 et seq. The Contractor shall not knol'llngly employ or contract with an illegal alien to perform \'lork
for the Board of County corrunissioners of Garfield County, Colorado {"BOee N } or enter into a contract with a subcontractor that knm',ingly employs or contracts with an illegal alien.
2. The Contractor represents, \'larrants, and agrees that it has verified that it does not employ any illegal aliens; that it has participated or attempted to participate in the Basic
Pilot Employment Verification Program administered by the Social Security Administration and Department of Homeland Security; and otherwise shall comply with the reqUirements of C.R.S.
8-17.5-102(2) (b). 3. The Contractor shall comply wi th all reasonable requests made in the course of an investigation under C.R.S. 8-17.5-102 by the Colorado Department of Labor and
Employment. If the Contractor fails to comply with any requirement of this provision or C. R. S. 8-17.5-101 et seq. ( the Boce may terminate \'lOrk for breach and the Contractor shall
be liable for actual and consequential damages to the State. 4. If the Contractor is a sole proprietor, the undersigned hereby swears or affirms under penalty of perjury under the laNs
of the State of Colorado that (check one): I am a United states citizen, or I am a Permanent Resident of the United States, or I am lawfully present in the United States pursuant to
Federal la\·1. I understand that this S\'lorn statement is required by law because I am a sole proprietor entering into a contract to perform work for the BOCC. I understand that state
la\'l requires me to provide proof that I am la\'lfully present in the United States prior to starting Nork for the SOCC. I further ackno\'lledge that I Hill comply \'lith the requirements
of C,R,S. 24-76.5-101 et seq. and \'1ill produce the required form of identification prior to starting l,olOrk. I acknowledge that making a false, fictitious, or fraudulent statement
or representation in this SI'iorn affidavit is punishable under the criminal 1a\'IS of Colorado as perjury in the second degree under C.R.S. 18-8-503. CERTIFIED and AGREED to this day
of CONTRACTOR: (Contractor Full Legal Name) By: Signature of Authorized Rep l~~igration Affidavit (08/06) E'inal EXHIBIT _______ , 200 FEIN or Social Security Nuwber Title
J'l ! I,I I ,t I I f t t I i I ,I L I ' i ! f t " [ t t I STATE ELECTRICAL BOARD INSPECTION REPORT /CORRECTION NOTICE .//.//Contractor/Home Owner: j/CL''i ///'//'//~</K'/Address: TYPE
OF INSPECTION: Partial __ Rough in __ Underground __ _ ACTION: Accepted __ Rejected __ Remarks __ _ ___ REINSPECTION FEE Comments or Corrections: _____________ _ -':::;7-'-;;~:;/> .---/.
..-/-/,-/' Inspector's Name &",_'~ /_,",J-"'Z:,-,P'::o,-7_-C_-~<""_?",.~.,-:~",::,,,.~~,,,d=/.'z'r'"', ?Z'-.-",/,::..'£c:::-:.c/",(",,"~~·!~ ~~:[:....L?_j ___ Phone# ________ ~---------------------
Permit Card POST ON SITE Garfield County Permit NO. BLCO-4-1 0-1509 Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470
AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection
of the proposed structured for which this permit is granted, and further agrees that if the 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 department and IMMEDIATELY BECOME NULL AND VOID. Commercial Building Parcel #:217713400205
Owner's Name: Board of County Commissioners of Garfield County Owner's Phone: 970-625-0973 Job Address: 0375 CR 352 RIFLE, CO Total Square Feet: 600 Contractor(s) Phone Primary Contractor
Work Description: Royal Southwest (602)725-7556 Yes Inspection Scheduling Code ~~~~~ ~~~~~~~~~ Footers Foundation Walls Framing Drywall Final Rough Plumbing Gas /2-7-/£/ADDITIONAL INSPECTIONS
MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For I nspections Call: 1-888-868-5306
REQUEST FOR INFORMATION 3617 E. Ann. S'r •• '· Phoenix. AZ 85040 DATE: 3/9/2010 RFI# 03 DATE RESPONSE NEEDED: 4/16/2010 PROJECT: GARFIELD COUNTY REGIONAL AIRPORT PRIORITY UPGRADE RUNWAY
8-26 TO ARC DII STANDARDS URGENT D TO: JOE SHINAGLE. FIORE AND SONS. INC. EXPEDITE 0 730 W 62ND AVE NORMAL El DENVER. CO 80216 CATEGORY [!J INFO. NOT SHOWN ON CONTRACT DOCUMENTS CONTRACT
DRAWING REF: SHEET 235 0 INTERPRETATION OF CONTRACT REOMTS. DWG EP-512. DETAIL A 0 CONFLICT IN CONTRACT REQMTS. POSSIBLE COST IMPACT NO 0 CONTRACT COORDINATION PROBLEM POSSIBLE TIME
IMPACT NO APP 'r lfU~ SUBJECT ~nJ!eu o~~rlng the 18" footing and the 8" thick stem wall for the Vault Building seperately. Royal proposes to sUBJE( EXCEPTIO GARF BUILDIN ~ ~~~gour 18"
wide all the way up to the bottom of the pad elevation per the attached drawing. )N' '" INSP n~D COUNTY ~( DEPARTMENT ~ By i?~~ FIE !COINSP 'I'JIES& . P ~COP .~ :TlON WlTHOur . LANS
ON SITE or 'k-II~ A. 1. ') SUBMITTED BY:I)""" . ~ JUSTIN MARTIN v REPLY BY: ~ ~ 0 i ' GarCo BOCC BLCQ·4·10·1509 electric vall It @375 CR 352 County Airport ,
SHAlL BE MADE SOON ENOUGH TO CRACKING BUT NOT SO SOON f>S TO PAlliNG OF THE CONCRETE WHILE :APPROXIMATEL Y 4 TO 12 HOURS). 2· W+ 2~ EVERY OTHER BAR CONTINO US THROUGH JOINT CD ?,~B ..
~.ONTROL JOINT CONTRACTOR TO COORDINATE WAlL ANCHOR CONNECTION W/MANUFACTURER. IS GAlVANIZE. SEE NOTES PRECf>ST CONC. BLDG WALL ' 8· ~SLABS \ ~61 4~· F.G. EL SEE CIVIL S i _" . COORDINATE
FOR FINISHED FLOOR ELEVATION 5507.33' I WALL CONNECTION, 5 ~ .. MIN . 6· EMBED PLATE WITH APED ANCHOR STUDS AT eMBEDMENT. VERIFY SIZE OCATION WITH PRECAST rURER. _DING TO FOUNDATION
f>S FILL AND SUBGRADE PREPARATION PER GEOTECH. 5" TYP 3" CLR LID t l' -6· N5 0 12· WI ,'. ADDITIONAL T&B 2 8" THICK STEM WALL #5 0 12", Al T DOWEL HOOK DIRECTION 3-#5, EOl SP
RFI Tracking Log Garfield County Regional Airport AlP 3-08-0048-19 Date Sent By Date Response RFI # Contractor Question Fiore & Sons By CH2 CH2 Response FS[ requested use of pre-cast
light bases produced in Pre-cast cans are allowed but must meet P-61 0 specification 1 Arizona providing a log of cans fanned and poured by date, March 12, 2010 March 12, 2010 requirements
with a submittal and additional documentation as number, with matching concrete ticket, etc. noted in the RFI #1. What locations are the Duct Markers (9 listed in the bid) to be Locations
listed on drawings EA-1 07 through EA-11 0 and are 2 installed so that the required designations can be March 12, 2010 March 12, 2010 2W4 designations -8 ea, not 9 as in bid. determined?
~~ In lieu Of pouring the 18' footing and th~.s:!h iCk sJem wall for ~maffooti!19 of, v.u~ building~~ccel1!;lble to~CH2 structural) the Vau~ Building separately. Royal proposes to have
:i enginee,. ? mon~lithic .1>0.'" ~'~ealrlfte~ way ~~ t~the bottom onne--~'ctn2;:20J 0 !~a, 12 , 20J.0. • pad el9vallon per 1ft. drawing attllcHeo to tlfe RF ~ RFI Tracking log (2) 10f4
last Update: 4/6/2010
1820 E Hwy 402 Loveland,CO 80537 (970) 669-0535 Phone (970) 669-0674 Fax www.coloprecast.com PRECAST CONCRETE BUILDING GARFIELD COUNTY AIRPORT RIFLE, COLORADO ROYAL SOUTHWEST Mar-10
CPC Job #10-4048 This packet contains: Calculations for building walls and seismic. Design Assumptions: 1. Building to be erected on site by CPC on fioor designed and built by others.
2. Frost protection by others if required. Design Criteria: ROOF LIVE LOAD: 60 psf WIND LOAD: 130 mph EXP. C (3 SEC GUST) SEISMIC GROUP II, DESIGN CATEGORY C SITE CLASS D SDS=0.32 SDI=0.091
FLOOR DESIGNED BY OTHERS Design Manuals: IBC 2006 AC1318-05 AISC LRFD 3rd ED. ASCE 7-05 POST TENSION ROOF PANELS DESIGNED BY KLG. Design Properties CONCRETE STRENGTH: 6,000 psi MIN.
REBAR STRENGTH: 60,000 psi GRADE 60 CONCRETE WEIGHT: 150 pcf STEEL STRENGTH: 36,000 psi STRUCTURAL ONLY COLORADO PRECAST CONCRETE, Inc. ~~~~ 1820 E. HIGHWAY 402, LOVELAND, CO 80537 f2
(970)669-0535 Fax (970) 669-0674
Wall Design LOADS: Ps= A KzI IwPS10 Ps = Simplified Design Wind Pressure (For 110 mph wind) Kzt = topographic factor Section 6.5.7 = 1.0 A = Adjustment factor for building height and
exposure (Fig 6~2) = 1.21 for Exposure C Iw= Importance factor as defined in 6.2 (Table 6~1 pg 77) = 1.15 for Category III Ps30 = Simplified Design Wind Pressure for Exposure B (Fig
6·2) = 26.8 For 130 mph Roof 0 to 5 degrees p,= (1.21)(1.0)(1.15)(26.8 psQ= 37.29 psf Wind Load = Ps = 37.29 psf Lc Axial Loads Overhang Roof Span (L) = Roof Length (RL) = Roof Width
(RW) = Roof Dead Load (OL)= Length of short wall (Ls)= Length of long wall (U)= Overhang = Snow Load (S)= Factored Dead Load from Roof Applied to Walls Pu Dead = DL x 1.2 x (U2 + Overhang)
= 2036.4751blft Factored Snow Load Pu Snow = S x 1.6 x {U2 + Overhang} = 1448.16Ib/ft Pu Total = Pu Dead + Pu Snow = 3484.635 Ib/ft 29.67 ft 30 ft 20.S7 ft 112.5psf 20 ft 29 ft 0.25
ft SO pst wu = 1.SPs= 1.S * 37.29 psf= 59.67 pSf Mua=wu*Ltf/8 ACI Section 14.8 14.8.3 -Alternative Design of Slender Walls Moment at mid·height of wall Mua 604.13364 ft·lbs c= Axial
Load per 1 foot of wall Pu 3484.635 Ibs Ase = fc 6000 psi Ec= Es 29000000 psi n= thickness 3.5 in ler = d 1.5 in Mu= #4 Rebar@10" O.C. As 0.22 in"2 6u = fy 60000 psi Horizontal Length
Lw 12 in Mu= Vertical Distance Between Supports Lc (feet) 9.00 feet Lc 108 in • 0.75 MOMENT CAPACITY WITH REINFORCING STEEL a = (As*Fy) I (.85*F'c*b) a = 0.21568627 in 1.75 in 0.2780773
in2 4415201 psi 6.5682174 21.551654 in"' 7706.8141 in~lbs 0.1312075 in 642.23451 ft-Ibs 1 of 7 ACI318-05 14.8.3 The design moment strength~Mn for Mn = As'Fy'(d-a/2) Mn = 18376.4706 in
Ib 1531.37255 ft Ib IjlMn = 1378.23529 ft Ib Mcr= 1186.10115 ft Ib Additional #4 Bars run Vertical and Horizontal around all openings. combined flexure and axial loads at the midheight:
cross section shall be ~Mn > Mu ACI318-05 14.8.2.4 Reinforcement shall provide a design strength: IjlMn.::: Mcr
Check Shear Walls 9.00" Wall Design Cant .. Tributary Load to Roof: =:m"~ (Ld2 + Roof Thickness) x wu = 313.25 Ib/ft Load to Base: (Ld2) x wu = 268.50 Ib/ft End Waf! Reactions Side Wall
Reactions = Load to Roof x (End Walt Length/2) = 3132.54 Ib = Load to Roof x (Side Walt Length/2)= 4542.19 Ib Side Wall Analvsis: 4" Thick Wall ~ Look at Wall with Door Opening for worse
case: v = Side Wall Reactionl (length of wall ~ door openinw = length of wall section A = length of wall section B = 324.442 Ib/ft 7ft 7ft A B Wall Section: A: B: ACI 318-0511.10.5 Vc
= lJ/c.h.d h = Wall Thickness = Iw= Length of Smaflest Waf! (A of B) = f'e = d =0.8Iw = Wall Section A: 3.5 in 84 in 6000 psi 67.2 in r}Vc= 27327.7705Ib <PVc> Vu <: r}Vd2 Therefore wall
reinforcement according to ACI Chapter 14 okay. 2271.091b 2271.091b 2271.091b ok 2 of7
IBC 2006 ASCE 7-05 Occupancy: II Site Class: D Design Category: C 3017 Seismic Loads Stiff Soil R = Response Modification Factor = 5 I = Importance Factor = 1 Table 12.2-1 ASCE 7-05
B.6 Table 11.5-1 ASCE 7-05 for Occupancy II IBC 2006 Spectral Response Coefficients: 3/24/2010 Sos = 2/3 SMS S01 = 2/3 SM1 Eqn 16-40 Eqn 16-41 Ss = 0.4 Fig 1613.5(1) S, = 0.08 Fig 1613.5(2)
SOS = 0.32 SOl = 0.091 SMS = FaSs SMl = FvS, Eqn 16-38 Eqn 16-39 Fa = 1.2 Table 11.4-1 ASCE 7-05 Fv = 1.7 Table 11.4-2 ASCE 7-05 Seismic Response Coefficient (Cs) = Sos ~ Cs = 0.0640
But not less than Cs = 0.044 Sos I Cs = 0.0141 Designed By: Kim Fentress PE Colorado Precast Concrete
Seismic Base Shear ASCE 9.5.5.2-1 V=CsW W = Weight of the building + snow load = Weight of building = Roof width = Roof length = Snow Load = v = 9557.18 Ibs Look at Wall with Door Opening
149331 Ibs 1121251bs 20.67 ft 30 ft 60 psf Shear Applied = V/( 2 end walls) = 4778.592 Ibs Factored Load E= 1 Vu = E V = 4779 Ibs 4of7 <PVc = 27328 Ibs (From Wall Design Calculations)
ok <PVc < Vu Check overturning per section, look at shear at top of the wall. Vrootf2 ---.r-------~--,--------, Wa !~! .. Wb .(. b T T/2 0 a V,oo' = Cs W,oo' = 4480 Ibs Vroo,/2 = 2240
Ibs Vwallpj2 = (Cs Wwa1lB)/2 = 234.656 Ibs VwaUd2 = (Cs Wwa1lD)/2 = 298.656 Ibs Vwall = Vwallpj2 + Vwalld2 + Vroo' = 2506.656 Ibs 2 walls (B & D) Check Tension on the weld plates: ZMo=
0 CCW + Wa(3.5ft) + T(6ft) + .5T(3.5ft) -Vwall(y) -V,00fl2(9ft) = 0 T = 5693.51 Ibs 3/24/2010 Wa= Wb= Wroof= a= b= y= WwallS = WwatlO = 31191bs 31191bs 70000Ibs 7ft 7ft 4.83 ft (Found
with 3D 7333 Ibs AutoCAD drawing) 93331bs Designed By: Kim Fentress PE Colorado Precast Concrete
Seismic Base Shear Cont. Check: 1. Wall to Floor anchorage Fp 2. Weld strength 3. Pryout strength 4. Breakout strength in shear See which controls, Fp or T: ASCE 7·06 13.3 (Look at critical
wall; wall with the opening.) IE = Occupancy importance factor = 1.25 Ww = Weight of the wall = 7333 Ibs Fp = 1.6 IE Sos Ww = 4693.12 Ibs Eqn 13.3·3 and greater than Fp = 0.3 IE Sos
Ww = 879.961bs Since T > Fp, T controls connection design. 3/24/2010 50f7 Designed By: Kim Fentress PE Colorado Precast Concrete
Weld Strength AISC LRFO 3rd Edition Use 1 pass 3/16" fillet weld Connection Details weld strength = Length of weld (L) = Steel strength = Yield strength = Dia of weld (D) = 70000 psi
Area of weld (An) = L x D = 3 in 36000 psi 23000 psi 0.1875 in 0.5625 in' <l>Rn = 1392 D(sixteenth)L = ok Pryout Strength of Anchor AC1318-05 0.6.3 (Appendix OJ <l>Rn 12528 Ibs I > T
pg 8-8 D.6.3.1 The nominal pryout strength Vcp shall not exceed Vep = kep Ncb fe= 6000 psi hef = 1.5 in kep = 1 For hef < 2.5in e, = 3 in 1f' = 1 (D.5.2.4) 1f,= 0.7 + 0.3e, = 1.1 1.5
hef 1f3= 1 Cast in Anchor s, = 3 in k= 24 Cast in Anchor AND = 9 hef= AN = (1.5hef+ s, + 1.5hef)(1.5hef+ e,)= Nb = k sqrt(fe) hef"s = Ncb = (A"'~0)o/'o/'o/3Nb = ~ /20.25 in" 39.375 in'
3415.261bs 7304.86Ibs Vep = kep Ncb = I 7304.86 Ibs ok Vep > T 3/24/2010 60f7 An //~ 1.5hef o 0 s, I c, Designed By: Kim Fentress PE Colorado Precast Concrete
Breakout Strength in Shear AC1318·05 D.6.2 (Appendix D) 1.5C, i h ! 3/24/2010 1 s, I 1.5C, [[ [[ Thickness of concrete (h) = 4 in C,= 3 in 51= do = fc = 1=8do= 1j;s= 1j;s= 1j;,= Avo
= 4.5C1 2 = Av = (1.5C, + s, + 1.5C,)(h) = Vb = 8(l/do)o2 sqrt(do) sqrt(fc) C,'·S = 3 in 0.5 in 6000 psi 4 in 1 1 1.4 40.5 in:': 48 in:': 3451.04 Ibs Vcb = (Av/Avo)"s"s",Vb =1 5726.18Ibs
ok Vcb > T 0 1. 5C, s, 7017 ~ C, 1.5C, Designed By: Kim Fentress PE Colorado Precast Concrete
4 MATCHLlNE, SEE SHEET EA-108 " l-·,·;l!tll; RAMP UGHT CIRCUIlS, RESTROOM CIRCUITS, AND CLEAR SPAN CIRCUITS. DEMOLISH EXISTING BEACON CIRCUITS_ INSTALL NEW ",,~I.I IlANDHOLE AT TRANSCLOSURE
LOCATION_ MAKE-UP EXISTING CONDUIlS TO NEW POWER HANDHOLE USING SPLIT-DUCT AS ,.llI/!) rXISTING CABLE INTO NEW HANDHOLE AND SPLICE EXISTING CABLE TO NEW VAULT HOMERUN CABLE. SEE SHEET
EP-S03. ~ H':lllli. I I 7" x 68" X 78ff METAL TRANSCLOSURE AND INTERIOR VAULT EQUIPMENT. RELOCATE ITEM (20) AS SHOWN ON SHEET EP-S02. ~ '""WIG 200" ~ 80" CONCRETE FOUNDATION. SEE NOTE
1 1'i",1II1l; 8'~10'± FIBERGLASS STORAGE SHELTER ADJACENT TO NEW VAULT BUILDING ON NEW CONCRETE FOUNDATION, SEE SHEET EP-S13 "1/,lOVAL OF EXISTING HOLY CROSS ELECTRICAL UTIUTY METER
AND DEMOLISH ELECTRICAL SERVICE CABLE FROM SHEL1ER BACK TO H.LEPHONE COMPANY PEDESTAL. WORK IS INCIDENTAL TO THE VAULT ELECTRICAL WORK TRANSFORMER PAD CONCRETE FOUNDATION AS REOUIRED
TO EXTEND SECONDARY CONDUITS INTO TRANSFORMER LOW 5 DEB 8W4" C[ 4-4" WITH R' AEASP AWEST' 8' REIL', PEASP. PWEST-, ODAlS~: 2-4" WITH SSP. SC; 2-4" WITH WfOC. [Foe. SSFOC /" .', ",e-'
"-'" Q"" " , p" \ /' ~-,.' ""' ~. "" 8-26 SlA 42+ IS.47 960.04' RT 6 'i' I I I~ EXISTING PROPERTY LINE FENCE -''''' ii EXISTING HANDHOLE t ' TO REMAIN~.;;~ '._ _ : ,::.::~ '/' -! EXISTING
HANOHO, CE I , TO RE~AIN~, ; (SEE NOTE,; 2) \1-") . ! "i 4~3> CE 1'>'.11-1 O;'ISlll,G ".J RAMP UGHT ~,IRCUITS~ 1 ::",_Y, EXISTING CHAIN It:! II I~ I(f) LlNKFENCE~' f EXISTING 208Y!120V,~
3PH 4W PAD MOUNTED I EXISTING CLEAR SPAN i__ _ "l BUILDING TO:REMAIN~;: --,j : EXISTING CLE4R SPAN"i/'rf PRCUITS (SE( NOTE 2)~',':' '", 4-WAY 4" SCH,: 80 pvc :/i; \ EXISTING EQUIPMENT
(2\ 1 RACK TO REMAIN SEE~ :t TRANSfORMER TO REMAIN, ~:E:~N20:E 3) u NOTE 5 11 STA 41 +68.91 EXISTING BEACON CONDun t 138S.93' RT (SEE NOTE 2) };I FOR SKV 'CIRCUITS~'-," RELOCATED FlBERG,LASS
STORAGE,iSHELTER ~_ .-!'_ , (NOTE 4) --.-'"~ : EX""NG OVELEAD UTILITY> -~ " 3-PHAS~ POWER LINE,' , '" """,..,:, , ALIGN SOLI1]-l WALL~! ON_NEW VAULT -tN-tiNE WITH RCAG • , ,'--,-BUILDING?
EXISTING !FAA J ...L RCAG BUILDING --=--==-... -----------;::::--"----' : NEW AIRFIELD LIGHTING VAULT -NEW--·StRVlCc-£"N'fRANC[~[Ql,IlE'lA_t;t.'!T . SEE SHEETS EP-501 AND EP--=-"S03--KEY
MAP ~~~SET~Nio~~~ATING BEACON , i I NEW SERVICE ENTRANCE FEEDER. SEE SHEET EP-503 ." NEW DIESEL GE~~~ATOR ---"~ ---RW--6=-'26 STA-4JH-B.69 1532.70' RT---N C) 50 a 25 50 /---: i SCAlE;
I" ~ "' 100 I FILENAME: 389367 EA 112.0WG PLOT DATE: 31412010 ..J -..J J: :E N 2: U I ,,' ",' ~ ~ <
2 4 MATCHLINE. SEE SHEET EA-108 LLECTRICAL NOTES: SEE DWG E-OOI FOR ELECTRICAL NOTES AND LEGEND. PULL BACK EXISTING RAMP LIGHT CIRCUITS, RESTROOM CIRCUITS. AND CLEAR SPAN CIRCUITS. DEMOLISH
EXISTING BEACON CIRCUITS. INSTALL NEW POWER AND COMM HANDHOLE AT TRANSCLOSURE LOCATION. MAKE-UP EXISTING CONDUITS TO NEW POWER HANDHOLE USING SPLIT-DUCT AS REQUIRED, EXTEND EXISTING
CABLE INTO NEW HANDHOLE AND SPLICE EXISTING CABLE TO NEW VAULT HOMERUN CABLE SEE SHEET EP-503 DEMOLISH EXIS1ING 117"" x 6S" • 7S'" METAL 1RANSCLOSURE AND IN1ERIOR VAULT EQUIPMENT. RELOCA1E
HEM (20) AS SHOWN ON SHEET EP-S02_ DEMOLISH EXIS1ING 200" x 80'" CONCRETE FOUNDAliON. SEE NOTE I, RELOCATE EXISTING 8'xl0'± FIBERGLASS STORAGE SHHTER ADJACENT TO NEW VAULT BUILDING ON
NEW CONCRETE FOUNDAnON. SEE SHEET EP-513. COORDINATE REMOVAL OF EXISTING HOLY CROSS ELECTRICAL UnLl1Y MElER AND DEMOUSH ELECTRICAL SERVICE CABLE FROM SHELTER BACK 10 METER. DEMOLISH
1ELEPHONE COMPANY PEDESTAL, WORK IS INCIDENTAL TO 1HE VAULT ELECTRICAL WORK. EXCAVA1E UNDER EXISTING TRANSFORMER PAD CONCRElE rOUNDATION AS REQUIRED 10 EXTEND SECONDARY CONDUIlS jNlO
1RANsrORMER LOW VOL1AGE COMPARTMENT_ 5 6 '., '\ \. ,,",,0 " ,. 8W4 CE ~ 2-4 WITH SSP SC ' 2-4" WITH WFOC (FOe SSFOC J J C 4-4" WITH R" AEAST' AWEST· s' /i:'f ' RElL', PEASl' PW(Sl' OOALS',
-< _: ")!: H "-RW 8-26 5TA 42+ \5-47 I~ EXISTING PROPERTY LINE FENCE~ ~'I , i; j,: EXISTING HANDHOLE , , , TO REMAIN ~ i, ~;-\(.> "--Y' VIITH UGrlT OF"C,TC-. EXISTING HANDHOLE i TO RE,M
AIN~·: , ! , (SEE NOTC 2)~~ri , I ';'~3" C[ 'MTH Exisn~jG RAfl.P LIGHT CIRCUII5~ J 960.04" RT II ! I~ It] II I~ ----,I Ul (SEE "0" 4)~1!g 1/. 1. i~";~':,~UEL "eM . : ~ /I ' I~ EXISTING
CHAIN I LINK FENCE~ I \ 3PH 4W PAD MOUNTED I ~;~~I~~ ~~~~l~EN~EE@_~ I iEX'STING 20BY!120V TRANSfORMER TO REMAIN (SEE NOTE 3) u NOTE 5 1 RW 8"':26 II , f i EXISTING CLEAR SPAN :._ BUILDING
TO'REMAIN~ ,;',. ------: . ~ .; EXISTING CLJR SPAN ~ ';'1 .fIRCUITS (SEE NOTE 2)~ii . J 4-WAY 4" SCH,80 PVC ,~ .-: FOR SKV 'CIRCUITS ;,: "" i ' FI8ERG.i..ASS STORAGE,"SHELTER :' , "S
•. /ZNOTE 4) '------' ,.-RELOCATED , , EXISTING OVERHEAD UTILITY ,> ~ ~",L 3-PHASE POWER LINE -;'-,: ..., ALIGN SOUTH WALL OJ~_-NEW VAULT !N-tiNE WITH RCAG _ BUILDING7 EXISTING 'FAA
/i_, ....L RCAG BUILDINGJ <;--~: .. -=--==-NEW AIRFIELD LIGHTING VAULT -NEW--:SERVlCP~£NTRANCL~LOU1E'MI;;NT. STA 41+68.91 EXISTING BEACON CONDUIT I 1385.93' RT' (SEE NOTE 2) 'ii[ EXISTING
ROTATING BEACON i I STEEL TOWER ''; " ii LOW VOCTAGE CIRCUI~ CONOU)T I ~'-" '=-SEE SHEET EF'-50 I ----\ ------~ 2-WAY 4 CE I' , ~E:6~~ -~:?OCc I NEW OlESEL -G[~ER:~~~ I SEE SHEETS EP-501
AND -[p":'-s'bY--"fiW' S--'-'26 STA-43+48 .. 69. 1532.70' RT N C) ~ ~ ~ "!,,,' ~ :i § >' m ~ ;;; &'0 ~ ~ 0 ~ 3g "I ~ ~ M §8 ~ w Cl ' w ti!~ ~ >"z-jz:: 8" 0 "0 w o ~ 0 Ow 0", ~ "-~" "-~~
" "<l .J 0 0 .J + -z" J: :'5::: a.t-:E ....)en <CO Ot-N 0::0 t-'" :E: 0+ W O ....)'" U W~ en f--..,.:"""'-"''''''''':----j :5~u~ BARIS ONE INCH ON w ORIGINAl DRAWlNG_ , " 5-0 -=--a 25
50 100 I"'''''---''''''''''-'-""","'Ol ~ r--J111 !I! ! ~0 _____________________________________________________ :K~E~Y===M:A=P=_ __ ~~~~~~~~~~-~':CML;;.~.~';,"~"~'~~~-~~~~~~;;;;;~~~?~~~~TI~
FILENAME: 3B9367_EA112.DWG PLOT DATE: 3/412010 PLOT TlME: 1:48PM I
ROOF E PROJECT: ROOF F LOCATION: CONTRACTOR: DATE: WALL B WALL A FLOOR BY OTHERS WALL D WALL C WEIGHT LBS C.Y. PANEL EACH EACH NOTES: WALL A 7,333 1.81 1. BUIILDING TO CONSIST OF FOUR
EXTERIOR WALL PANELS AND TWO ROOF PANELS 2. BUILDING TO BE ERECTED ON SITE BY CPC, FLOOR TO BE BY OTHERS. WALL B 12,731 3.14 3. FLOOR TO HAVE EMBED WELD PLATES CAST IN PER DIMENSIONS
SHOWN ON SHEET 2 OF THIS SET. WALL C 9,333 2.30 4. EXTERIOR DIMENSIONS OF BUILDING TO BE 30' -0"X20' -0' WALL D 12,731 3.14 5. ROOF PANELS TO BE POST TENSIONED PER KLG DESIGN. 6. FLOOR
TO HAVE EMBED WELD PLATES CAST IN PER DIMENSIONS SHOWN ON SHEET 2 OF THIS SET. 7. COLOR: STANDARD GREY CONCRETE ROOF E 34,998 8.64 8. EXTERIOR FINISH OF WALLS: EXPOSED AGGREGATE 9. EXTERIOR
FINISH OF ROOF: LIGHT BROOM FINISH ROOF F 34,998 8.64 10. INTERIOR FINISH OF WALLS AND ROOF: SMOOTH TROWEL FINISH TOTAL' 112,125 27.69 11. ALL -EMBED WELD PLATES TO BE. SET FLUSH 12.
DOORS TO BE PAINTED "WALNUT BROWN" 13. MINIMUM CONCRETE STRENGTH: 6,000 PSI PRECAST CONCRETE BUILDING GARFIELD COUNTY AIRPORT RIFLE, COLORADO ROY AL SOUTHWEST MARCH 201 0 DESIGN PROPERTIES:
CONCRETE STRENGTH: 6,000 psi MIN. REBAR STRENGTH: 60,000 psi GRADE 60 CONCRETE WEIGHT: 1 SO pcf STEEL STRENGTH: 36,000 psi WELDS: MIN 4" LONG ~6" FILLET WELD DESIGN LOADS: ROOF LIVE
LOAD: 60 psf WIND LOAD: 130 mph EXP. C (3 SEC GUST) SEISMIC GROUP II, DESIGN CATEGORY C SITE CLASS D 505=0.32 501=0.091 FLOOR DESIGNED BY OTHERS DESIGN MANUALS: IBC 2006 AC131B-05 AISC
LRFD 3rd ED. ASCE 7-05 POST TENSION ROOF PANELS DESIGNED BY KLG. NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND SPECIFICATIONS u c UJ tw Ii u Z 0 u IIII
<l:: U UJ Ii 0.. 0 Cl <l:: Ii 0 ...J 0 U ~i "m-·E J '0" co O<:t Q~J u_" \-0 0 0 Z I ::s~ UJ\O >~ 0 0 ..J "-01 ~ N x o cd <:t L.i.. >-« '" ;5:m = , :c '" z lJo CJ < -I •" :c ~ iii. 0
~~~= w ; NO ~ ~~ • w u
. o , ~ t------------------------------------------------------------30'-0"---------------------------------------------------------4 -1'---;-, --------13'-~" 13'-~" ------------f 1'---------10'-4~"
10'-4~" -----------,j-1'--------7'-~" 7'-~" -------,f t---4'-21" 4'-21" ---f l'-li" t i 1'-11" ~ tE3J--::;=:='-~:X:8LOCKO:~:L~----1:+------E3--~--_E3_-----_E3_-----_E3_------£3------£3
~ ~ , 'r' . u~ ~ 'r' ' ~, Ii ~~~o Il ~' }-------I-------------------------29'-4" INSIDE ------------------------"7L--------f ~ I .> ~ ~ ~~m, ~I~~ f-:---6" --'--1 I ' 1YP. "'''' 4" TO
e.L. OF :00' I 1~" 1~" (2) NELSON -~. I ~ STUDS F11"0. I ~ ~ I ..i. 'r "'----Ii' 1 . WELD PLATE 1"1-1'----4-"--_+~ ~~L~ P~TEOF I' . W L--"""/7 ' '------J~' ,. {0 ---1'"1'-' '. ' 1YP.
I I :J-;"" I I r.. THICKJ .I-6" fi r. I I STEEL PLATE';"" 1\1 I 3"X6"~" I~ WELD PLATE DETAIL In I' +----I-~ 0 ! ,', .. ; (> ~i\ I '" 0 3"x6"01" WELD PLATE WITH (2) 1)2" ~ [ I I NELSON
STUDS ON SIDES AND BOTTOM ~ 1\1 I OF PANEL, SET FLUSH (TOP OF POUR) 0 I'" NOTES: I 1. FLOOR TO BE DESIGNED AND POURED ON SITE BY OTHERS. 11\ I 2. FLOOR TO HAVE EMBED WELD PLATES CAST
IN PER " , DIMENSIONS SHOWN , r---I-m 3. EMBED WELD PLATES TO BE PROVIDED BY COLORADO l If PRECAST CONCRETE ~ 4. WELD PLATES TO BE 3"x6"0<" WITH (2) 1)f STUDS II 5. WELD PLATES TO BE
CAST FLUSH WITH TOP SURFACE OF I +-----,. FLOOR I 6. ALL DIMENSIONS TO WELD PLATES ARE FROM THE OUTSIDE ? EDGE OF THE FLOOR TO THE CENTERPOINT OF THE WELD b I PWE ~r-~ ~ I I FLOOR BY
OTHERS WELD PLATE LOCATION I I I ~-J--i.-I ~ I ~ I ;!. ~ ~ I'! TOP VIEW I:, ,1, u ~..fD\. ,1, "' 1.-W ~ ~ V 3'x3' BLOCKOUT IN WALL D W ..... -:;: I E3---~--E3------E3_----~~------E3-------E3-------E3
-------E3------_El:::=~2:-';£3-i " -l'-li".I--J 1'-11" I -1'----4'-2~" 4'-2i" -----,f t------7'-~" 7'-~" -------,j-1'----------10'-4~" 10'-41" ------------,f .J>------------------------13'-~"
13'-~" -----------------------,f . ",' '" f--~ ~::Iii\:o PRECAST Ci:lNCRETE ~ • 0 Z 0 ~ I..J ~ Z 0 -' ::J '" U ~ Vl .. ~ et: ~ <{ ~ I-o --, 0 ::J l:rl -<t: 0 > -' ~ UJ I-~ et: -' m <t:
N ': 0 6 .. -~ CL ~ m -et: et: ~o <t: ~ b--~ II..J Vl UJ Z z 3: jr;"": is ::J :r: ~~ ,lJ -' 0 l-. -::J U .:..;~ '" 0 ~o co .:u.....J ZVl 0 'UJ ~ ., '<T <-0-' 0 0 01 N Zu. ~<t: Z'<T LL.
X ~et: ~ >-~ , 0 B« ~o 0 0 0 m ~lJ Set: ~~ N
-I'-t ----s" -----,t 1'~" 1~" i (2) NELSON_~ r;:i--+-------+---I1 STUDS .. M1". . : I lYP. t"")1CQ •'" ~ r I' _" --°nl 12 ". .......,J. .I< L ~ TYP. 1 f:J~"' , 3"x811 xJ.4" WELD PLATE
DETAIL J s" fl >--_-----10'-01" _-----1 L-_----9'-~" ~----_"1 1------6'-~" -----j" ,------10'-0.1" _____ ~ 9'-3;)" --.----1 \ 1-----5'-s!" _-----1 \.--_-3'-~" 1<--3'-01"---< r-----6'-'1"--__
...1 5'-6;/" ---...1 3'-~" __ J 1---3'-0.1"---J -1'-," 1-__ --------I----------1--1----------'--'----1--1-----.:.::-~ o :b~.:";~.g • ." =g@. ~--llllll ~ ~-llllll == • • ~="":,,," ••
.;;l-=,,~ " "~=1'::'''''-;.----+~ /.\ ~ @~=~~===~=H+======~=~==~==~==~==============='FH~===ill-@w 0~+---T :0 ~~~~~~~~~mm~~mm~m~~mmm~m~~mmm~~m~ c B A: I r==2~:==fT:1! ------Ir~~=========
I I MIN. it ill I II II I I II II I i II Ii I ' Ii Ii : I I II II SLOPE CON RETE , II II I II II TOWARDS DOOR FRAME J & 11111 /;;\ 1111 'l' • ~ :: I: : \E.; II n ON INSIDE FACE ~ '"
0I • r_ _-I_I' nII IIII I I,I' II ,,I, 1"--..'. 0 '"-' en W II n I 11 J"1 ...!.tv ~ I '+_" 111111 I: I""l. in ..-4 TO C.L. II II :1 II 4" TO C.L. ~ I OF WELD I: ::: Co ~ OF WELD I '
PlATE II II I I II PlA~ , II II I ·w II ,11;. , 1II 11II 11I 0 0 IIII , II II I II I :: :: I II I " rI~®:~Hi vi!:: II II I II II ~®:~" rn II II I II II , 11111 1111 rnl--'-+-II II I
II II • II II I II 0> i u'~ 'u i 0> .1-------------------20'-0" ----------------------.f REINFORCEMENT: #4 REBAR @10" O.C.E.W., CENTERED IN PANEL NOTES: 1. PANEL SHOWN AS SEEN FROM INSIDE
OF WALL A INTERIOR VIEW AS POURED HORIZONTAL BAR TO THE OUTSIDE (BOTIOM OF POUR) VERTICAL BAR TO THE INSIDE (TOP OF POUR) BUILDING. AS POURED 2. PANEL TO BE 4" THICK .;s. I :.. 3. EXTERIOR
FINISH: EXPOSED AGGREGATE 4. INTERIOR FINISH: SMOOTH TROWEL FINISH 5. WELD PLATES TO BE SET FLUSH 6. CONCRETE STRENGTH: 6,000 PSI MIN (2) #3 REBAR THREADED THRU P-92 LIFTS ALONG TOP
OF WALL (7) #4 REBAR @3" O.C. ABOVE DOORS 7. WEIGHT/CONCRETE: 7,333 LBS /l.S1 CY (3) #4 REBAR @3" O.C. EACH SIDE OF DOORS PART NO, WP3625152 WP382515 WP6625152 ERECT2 DOORCl tl'-:---6"
1'~" DESCRIPTION OlY. 3"x6"x1 4" WELD PLATE WITH 2 1-1 2" STUDS 6 3"x8\1 4" WELD PLATE WITH 2 1-1 2" STUDS S 6"x6"xl 4" WELD PLATE WITH 2 1-1 2" STUDS 6 P-92 2-TONx8" FLEET LIFT ERECTION
ANCHOR 4 6' 0" W x 6'-8" H DOUBLE STEEL DOOR 1 (2) NELSON-~ STUDS ~. ITYP'I ""'" IT • J I' <0 L /."--~ ~". 11-.l ~ II TYP. :J~ J 6" r1 .J< THICK~ STEEL PLATE 6"x6"xJ4" WELD PLATE DETAIL
o 3"x6"xv." WELD PLATE WITH (2) 1)2" NELSON STUDS ON SIDES OF PANEL ONLY. SET FLUSH (TOP OF POUR) ® 3"XS"XJ:\" WELD PLATE WITH (2) 1)f NELSON STUDS ALONG TOP OF WALL ONLY. SET FLUSH
(TOP OF POUR) @P-92 2-TONXS" FLEET LIFT ATIACHED TO REBAR CAGE. CAST INTO TOP OF PANEL ® 6' -0"Wx6' -S"H DOUBLE STEEL DOORS CAST INTO PANEL, DOORS OPEN OUTWARD ® 6"x6"xv." WELD PLATE
WITH (2) 1.Y," NELSON STUDS ON BOTIOM EDGE OF PANEL ONLY, SET FLUSH (TOP OF POUR) .; .. U I: LJ.J tu 0:: U Z o U lll) « u LJ.J 0:: c.. o Cl ~ o ..J o U LJ Z 0 ...J ::J '" 0 N X 0 en
r--'L"fl o 00 0'<1" ur--" 1.0 0Z ° I ::i ~ w 1.0 6 0 ...Jr--01 ~ N X o ro '<I" L.I.. i I lJ LJ Z 0 ...J ::J '" ~ ::J « > ~ 0 CL <>: « ~ ~ 0~ Z ~ • U ~ l/") .. <>: ~ « ~ ti 0""'0 f--lJ.J
0 ...J lJ.J ~ "-...J en ~ N " .. --~ 0 ~ m -<>: ~ "-f-Vl lJ.J Z :s: ~ ::J :r:~ ~lJ 0 f-~ ~...., U .:...;:J 0 ~O CO ...J ZVl UJ • ., '<I" O...J 00 O'l G: ~« z'<I" aL1.. e<: ~>-~ I ~O
0'« ~O 0'0 u ~lJ 8<>: ~~ ~m
I PART NO. DESCRIPTION QlY. , WP3625152 3"x6"x1j 4" WELD PlATE WITH (2) l-l/t· STUDS 16 WP382515 3"x8"x1£4" WELD PlATE WITH (2) 1-1/2" STUDS 10 ~! U ERECT2 P-92 2-TONx8" flEET LIFT ERECTION
ANCHOR 4 -s: UJ I'-tw M "E J '0" ~ 00 u 0 .q-Q~l Z U I'-<.0 0 0 0 I 29'-~" U Z (J') ::i <.0 13'-li" 13'-li" I-UJ <.0 Vl > ~ 10'-O;j" 10' -O;j" 0 « 0 I'-B' 11" 9'-~" ~ U ...J (J') -2
~ UJ X 6'-11" 6'-11" N ~ 0 ro .q-u. 4'-9" 6'-0" 0.. >-~ 3'-10" 3'-10" 0 ~ '" 3i 0 M rile -'1 r ~ I '" , , « 0 UB r ------------------~--------------------------------r---1--------------,
lJ " < I ". -~ I (J') I I 0 <.0 I:L' 0 r 1-' -----------------~---------------------------------r--1------------"--, . ui ~~=i~ 4"ti ..-M' ...J 0 0 N I'-, I~~======~ T========~===·f=======~==========
==~============~========.=== -===========~~==F=========~=====~==~: U 00 (J') • p . . ~ ~ u @@B <D[ ~ II II B ~ II I 1111 C 1111 @IIII Ilt 20"i I I :~~::W~~~~~~~::~~~:~~~~~~~~~~~~~~:
REINFORCEMENT: I a I #4 REBAR @10" O.C.E.W., I I 11 II Ii Ii II II 1111 I CENTERED IN PANEL I II II II 11 I 11 II II II '" I "" '" II II ® II II z HORIZONTAL BAR TO THE OUTSIDE "" '"
u u I II II II II Z I u u ~ ~ II II II II "" (BOnOM OF POUR) ~ ~ II II II II 0-'" "" I II II II II 0 VERTICAL BAR TO THE INSIDE I '" '" ,~. IT p II II II II 11 II II II b (TOP OF POUR)
[ '" '" ny '" ~ z W II II II II I '" => W ~ .I I II II II 11 i<J 0 II II II II (2) #3 REBAR THREADED THRU ~ ii o '" I II II II II I '" \, .I I II II II 11 I I ~ m '" I II II P-92 LIFTS
ALONG TOP OF WALL '" '" 0 =====~~=-=--------=------~.---======== I Z c====~~==================~*=== ===== 0 .;s.-I III( IIII 1III IIII (2) #4 REBAR @3" O.C. EACH ALLOW ~"± -rl . ~ I
II II II II SIDE OF BLaCKOUT FOR SEALANT IT lJ " I II II II II " I II II II II . I " Z II II II II '" II II II II I 0 I IIII IIII IIII IIII ;., I ....J I Q "" II II .,[ I :::> II II
II II ."1 II II II II (£) ~ IX) u ~ VI .. II II II II rl~ ~ ~ ~ « ~ mL II n r:I II II ., 11 6 _r:t rI " " ~ 0--'0 9" J.-3'-10"---l j I I j L3'-10" -J 9" :::> --SIDE VIEW ;;; ....J 0
UJ ~ ~ -....J ,.,.., 6'-11" 6'-11" ~ N '; 0 .. --~ 10'-O;j" 10'-O;j" c.. 0 ~ m -~ <0 13'-li" 13'-li" « ~ ;--~ ~ l-(£) lJ VI 3"x6"xY," WELD PLATE WITH (2) 1)2" @P-92 2-TONXB" FLEET LIFT
ATTACHED UJ NOTES: Z Z ~ a 1. PANEL SHOWN AS SEEN FROM INSIDE OF WALL 8 NELSON STUDS ON SIDES AND BOTTOM TO REBAR CAGE, CAST INTO TOP OF OF PANEL, SET FLUSH (TOP OF POUR) PANEL 0 :0::>
J: ~ BUILDING, AS POURED INTERIOR VIEW ....J I-® ® 3' -0" x 3'-0" BLOCK OUT U Ui:::> 2. PANEL TO BE 4" THICK AS POURED 3"XB"~" WELD PLATE WITH (2) 1}>" :::> IX) 0 ~o co 3. EXTERIOR FINISH:
EXPOSED AGGREGATE NELSON STUDS ALONG TOP OF WALL oi.i...J ZVI INTERIOR FINISH: SMOOTH TROWEL FINISH ONLY, SET FLUSH (TOP OF POUR) a 'UJ " ., '<!" 4. <-o....J 00 5. WELD PLATES TO BE
SET -FLUSH N Zu. ~« z'<!" X t~ f->-~ I 6. CONCRETE STRENGTH: 6,000 PSI MIN a 5<i zO 00 7. WEIGHT/CONCRETE: 12,731 LBS /3.14 CY ,.,.., ~lJ 8~ ~~
10'-ol" ------i ------9'-~"~----\ L-----6'-&1" ------; 1--_--5'-s!' -----; lo---3'-~' ----0( r-------10'-01' :-_____ -< '-----9'-3j" --------J '1----6'-B:!" -----J r----5'-6J" ----J
3' -~' __ -.,/{---3'-01'---,/___ -r--------1--1--------r--'!---_ '-_ .... ,~ ,----lo--3' -ol" ---'f -..::.--~ 1-------1'-1" : T----I-~~ I I I I I --L....J ~t::!: @QV-I 0 $'+-----> I
I I I I I ..,, . ~ ;" ;1"'w. 'f--f-I I '" ~ .., 1+---.. 9'; w;" I I '" I I I I I ~9r1 rI r-J ~ f----4'-~" ----J I I I I I I ro~ rI 1"::110> r 1'-1" ~ I l I f----7'-O;j" ---,t, }-------10'-0"---1----1
0'-0"---1 11 L j 1'-1" 4'-~"---i }-------7'-O;j" ------t <--------------------20'-0" --------------------,/NOTES: 1. PANEL SHOWN AS SEEN FROM INSIDE OF BUILDING, AS POURED 2. PANEL TO
BE 4" THICK 3. EXTERIOR FINISH: EXPOSED AGGREGATE 4. INTERIOR FINISH: SMOOTH TROWEL FINISH 5. WELD PLATES TO BE SET FLUSH 6. CONCRETE STRENGTH: 6,000 PSI MIN 7. WEIGHT/CONCRETE: 9,333
LBS /2.30 CY WALL C INTERIOR VIEW AS POURED REINFORCEMENT: #4 REBAR @10" O.C.E.W., CENTERED IN PANEL HORIZONTAL BAR TO THE OUTSIDE (BOTIOM OF POUR) VERTICAL BAR TO THE INSIDE (TOP OF
POUR) (2) #3 REBAR THREADED THRU P-92 LIFTS ALONG TOP OF WALL PART NO. DESCRIPTION WP3625152 3"x6"x1/4" WELD PLATE WITH (2) 1-1L.2" STUDS WP382515 3"x8"x1/4" WELD PLATE WITH (2) 1 1L.2"
STUDS ERECT2 P-92 2-TONxB" FLEET LIFT ERECTION ANCHOR o 3"x6"#," WELD PLATE WITH (2) 1}2" NELSON STUDS ON SIDES AND BOTIOM OF PANEL, SET FLUSH (TOP OF POUR) ® 3"XS")(Y." WELD PLATE WITH
(2) 1}2" NELSON STUDS ALONG TOP OF WALL ONLY, SET FLUSH (TOP OF POUR) @P-92 2-TONXS" FLEET LIFT ATIACHED TO REBAR CAGE, CAST INTO TOP OF PANEL OTY. 13 B B U t: UJ tw r::t: U Z o u tii
<! U r-.. m 1.1"1 o 00 O<t Ur-.. • I.D 00 Z I :5~ UJI.D >~ 0 0 ...J r-.. 01 ~ UJ N X r::t: 0 ~ 0. <t o ~ Cl I ~ ~ o u.i ...J 0 o N U ~
PART NO. DESCRIPTION QlY. WP3625152 3"x6"x1/4" WELD PLATE WITH (2) 1-1/2" STUDS 16 WP382515 3"x8"x1/4" WELD PLATE WITH (2) 1-1/2" STUDS 10 ERECT2 P-92 2-TONx8" FLEET LIFT ERECTION ANCHOR
4 t-----------------------29'-~"-----------------------{ .J------------13'-1~" -------------i t--------10'-oi" --------i .J-------8'-1~" ----_--,t ,f-------6'-11" -------,t ,f-----4'-9"
----..". .J-----------13'-1~" -------------.1 t--------10'-oi" --------,f t-------9'-4~" ---"------~ t-------6'-11" --------.f t------6'-0" -------.f .J---3'-10" ----.t 1'----3'-10"
---.I r....:"i----------------------------------------------------------------1-9::...., r-i----------------------------------------------------------------t-~ J J 1i@" -~@J1 r -~-'~~_~--.--~~,._b
-~----~~ .. ---------~~~-•• --------;----~--'~~~-··----~~""------®:t;;'[I..JI'---...... ~ r ~~~:;U~~~~:'::~~f~~~~~r~~~:JRt:RCEMENT: 'G ~ I I 1111 II II r #4 REBAR @10" O.C.E.W., I II
II II II CENTERED IN PANEL I I II II II II II II II II I 'L-I.J' 'w-' I III! ® 1111 (!) II II D II II " HORIZONTAL BAR TO THE OUTSIDE i:t i1: II II II U C5 I w w I Ii Ii Ii Ii g, (BOnOM
OF POUR) I z_~ ~ R IT ' !i l! !i!i 9 VERTICAL BAR TO THE INSIDE [ n .',v 15 :r I ~ :: :: :::: '" (TOP OF POUR) I w. 1 0'0 to I IIti 1111 ()# ~ ~ I :~~~~~~:::::::::::~:~::::~;::: ~~~~:
/-92 3 LI~~A:LJ~~~g~D O;H~~LL I '" • I :: :: :: :: (2) #4 REBAR@3"0.C.EACHALLOW 41"± ~ f-I • <S'" I II II II II SIDE OF BLOCK OUTS <S'" .! I :: :: :::: , FOR SEALANT I I II II II II
lO I -:.r I 1111 Ii Ii ~~ I II II II II I P 1111 1111 [ I II II II II n-1111 1111 (£) ,I 1111 !III A -,-'r :" i r-iJ : ,., :: ,..--, 11 .-=. 11 " " ,., ,..--,::" ~:==9".I-_3'-10"~-----J.j.1
I 1---1 _~-3'-10"~-l9" .J---------10'-oi" --------~.. 1-. --------10'-oi" ----------.f .f------------13'-1~· -------------f NOTES: 1. PANEL SHOWN AS SEEN FROM INSIDE OF BUILDING, AS
POURED 2. PANEL TO BE 4" THICK 3. EXTERIOR FINISH: EXPOSED AGGREGATE 4. INTERIOR FINISH: SMOOTH TROWEL FINISH 5. WELD PLATES TO BE SET FLUSH 6. CONCRETE STRENGTH: 6,000 PSI MIN 7. WEIGHT/CONCRETE:
12,731 LBS /3.14 CY WALL 0 INTERIOR VIEW AS POURED 1----.---------13'-1~" ------------.f (£) 3"x6"x)~" WELD PLATE WITH (2) 1)'," NELSON STUDS ON SIDES AND BOTIOM OF PANEL, SET FLUSH
(TOP OF POUR) ® 3"XS"».;" WELD PLATE WITH (2) 1)'," NELSON STUDS ALONG TOP OF WALL ONLY, SET FLUSH (TOP OF POUR) @P-92 2-TONXS" FLEET LIFT ATIACHED TO REBAR CAGE, CAST INTO TOP OF PANEL
® 3'-0" x 3'-0" BLOCKOUT 4" t1 .;.... w w '-' '-' i:1: i:1: w W Q Q v; " ~ ~ :':", I I '" '" SIDE VIEW
-I'--j ---------~------30'-0' -------------------tl W.E~;~~~~-~-~~----Er---E~r--~3---~:t---Er---~~---~3i '" DRIP RAIL ON >! t5 -<!) 'f I• BODOM SIDE '1' 8 OF PANEL e; ~ 3"XS"xlf WELD
PLATE WITH I I '" ~ (2) 1)2" NELSON STUDS CAST I ". INTO BODOM SIDE OF PANEL, ! m. l rl" ~!g~ t ~ NO ROOF --!; I il5 OVERHANG I .Wt. ROOF E ON THIS .t. EDGE W 1 /\ /\ t I If SLOPE OF
ROOF If I v $0 0~ , r-, r-, r-' r-, r-, r-' r-, r-, r-, r-, i ~ L_" L_" L_" L_" L_" L.. " L_" L_" L.. " L_" l w ~ i NOTES: I: :1 ONVOERRHOAONFG ON ~ ~ 1. ROOF TO BE FORMED IN 2 SEPARATE
PANELS rIO SLOPE OF ROOF 2. ROOF PANELS TO BE POST TENSIONED PER THIS EDGE DESIGN BY KLG. 3. ROOF SLOPES S' PER 10'-0' PER SECTION m 13 34 23 1.03 C OF THE SPECIFICATIONS 1· 1I:r1: ROOF
F 4. TOP OF ROOF PANEL TO HAVE A UGHT BROOM I ~~~o'" 5. FTIHNEIS HTW OIN LDOIRNEGC TEIODNG ESS HOHAWVNE A 4" OVERHANG I AND DRIP RAILS ON BODOM SIDE I 6. THE FRONT AND BACK EDGES OF
THE ROOF '" '" ARE FLUSH WITH WALLS A AND C ,I, !D I ~ I ~w m 't' I I !,I, I I iEg I r~RIP RAIL ON ~ w I ,J, BODOM SIDE ~ ~ .to\. ,J, UJ OF PANEL ~ V UJ fl:.E=~_--=-_~~..=?-.~_-_~:.;J
-_-_-_-E::r:--_--:.:-~,;!_l: --=-_--1E~-.. -_~:J-_-___ -~~-=-_-_-_e=>-c=-~· "1~i.. ROOF -OVERALL LAYOUT = 9' 9' '" "'~DRIP RAIL ON '~ I b ~ I b N BODOM SIDE OF PANEL ~ z g 5 <D U-0 >z-0
e: Ir-DRIP RAIL ON V BODOM SIDE V OF PANEL ~ Bj" SIDE VIEW . u c LJJ tw 0:: U Z o U l-V) « u LJJ 0:: 0.. o Cl « 0:: o ...J o U N X o f1l '<t u.. ~ I LJ ~~<S '" ~ ... (j -Cl PRECAST CiJNCRET
~ ~c Z c ~ lJ • Z D -' ::::> '" u ~ VI .. !:J 02 ~ « ~ I-a -, a ::::> « ~ -0 > -' -IJ.J ~ ---' m 0 « N ~ >---Z C>-et: Oet: t~:' rOn -« --i'-'-~ IlJ l/l IJ.J Z Z :s: w"-D ::::> I :;£6
0 I-~'<I' '~U-, -' ::::> u iJ:::> '" D ~o CO Ui~ Zl/l .0 'IJ.J • .'<1' <-c-' 00 (j) ~N Zu.. c« Z'<I' < X cet: ~>-~ , L1.. z. 8« ~o 0 '0 0 0 eM ~lJ 8et: ~-I'-
PART NO. WP382515 ANCHU4 DESCRIPTION OTY. 3",8"'1/4" WELD PLATE WITH (2) 1-1/2" STUDS 28 4-TON UTIUTY ANCHOR #6UA444 8 J, r~" -J.J..J-~" DRIP EDGE DETAIL ,j<--------------------------30'-0"
--------------------------1' ,j<----------13'-~" ------------,t ,j<--------10'-4~" --------i ,j<-----7' -3!" -------,J' ,J<---4' -214 " ---f -i'---+-l' -1 ~" -1'----------13'-~" ------------>1'
-1'-------10'-~" --------t -I'-----7'-3!" -----f ,J<---4'-2i" ---f 1'-1~" _---,/,I tL":----------------------____ -1-__ .-::r' __ --I--------I-------I-------+-------j-.-. ,I '~-, ,I,
~~-----~~-----E=-----E=---+-E=------E3-----E3-----~3-----£~-----~~~ ~ L __ "T L __ -:r -= -= "2!:'" '::i -= . ---,I, " .J,.. ill ~!:"'" ~ ill « ~!T r t cPT:" g§ ~ ~ I 3'-1~" j L 3'-1~"
I ~ ~ ~ 'I I 11'-1~" 11'-1oa~ I ~ • r:' ),1" '" ~ ~ g" <D \--ifI: f:: ~ 4J o et:~ ~ ~ ~ "-'I 4" TO C.L OF 4" TO C.L. OF I lE "-0 en I WELD PlATES, WTHEILDS EPDlAGETES, I en ~ o::::E
TIiIS EDGE 0 e.g I I ~ ~ rtJ t~;l rhl' '>/'---+L!J r--, r--' r--, r--,. r r--, r--, r--, r--' r--, r--' LiJi----" , KS f:' . '" • : It , .j<---..,f-l' -Ii" 1'-1~" _---,/-1'---4'-2~"
---->t SECTION -1'---4' -2~" ---->t -1'-----7' -3!" -------,J' 10'-4~" --------f .j<-------------13'-5~" --------------,t NOTES: 1. ROOF TO BE FORMED IN ONE PANEL 2. ROOF IS 9" THICK
3. TOP OF ROOF PANEL TO HAVE A LIGHT BROOM FINISH IN DIRECTION SHOWN 4. ALL WELD PlATES TO BE 3",8"""", SET FLUSH S. ROOF TO HAVE POST TENSION REINFORCEMENT PER KLG CORPORATION 8. MIN
CONCRETE STRENGTH: 6,000 PSI 9. WEIGHT/CONCRETE OF ROOF PANEL: 34,998 LBS /8.64 CY ROOF E TOP VIEW AS POURED .r------7'-3!" -------,/.j<---------10'-~" ----------1 ,j<-----------13'-~"
------------>t ® @® 3",8"""" WELD PlATE WITH (2) 1.1>" NELSON STUDS CAST INTO BODOM SIDE OF PANEL (BODOM OF POUR) 4-TON UTILITY LIFTS CAST INTO TOP OF ROOF DRIP RAIL ALONG BODOM SIDE
OF PANEL, LONG OUTSIDE EDGE ONLY REINFORCEMENT: SEE POST TENSION DESIGN DRAWINGS BY KLG u ~I -c LI.J r--l;j rr> "E J '0" 0:: 00 u 0 <t U~J Z U r--« ~ 0 o I U ZO"l 5<.0 I-w<.O Vl > ~
0 « 0 r--U .J O"l ~ LI.J N X 0:: 0 rd '<t u.. c.. >-0 ~ '" 0 rr> 1:1: " I '" z « lJ 0 < I U -0:: O"l • I D-O <.0 0 u.i i~= • · -l · 0 0 N " U " 00 • ~ u fr
PART NO. WP382515 ANCHU4 DESCRIPTION Q~ 3'x8"xl/4" WELD PLATE WITH (2) H/2" STUDS 28 4-TON UTILITY ANCHOR #6UA444 8 ~--------------------------------30'-0"-------------------------------------~
.j'-------------13'-~" ----------_____,/' .j'----------10'-~" ---------------,j' .j'-------7'-3f' ----~ .j'-----4' -2i" ---f .1<---+ l' -1 i" ~ .j'-------------13'-~" -----------,f -1'----------10'-~
" ---------f .j'-------7'-:Ji" ----~ .j'-----4'-2~" -----,f 1'-1 ~" ---,/'-----0/' j "\<-----t-r~ L __ ..1 '-__ ,.I L __ .J L __ ..1 J '-__ ..I '-__ ..I 1.. __ ..1 '-__ ..I '-__ ..I
L __ ..1 f~-I-__ '" ~ ~~ ~ I~ i! ~ ____________ ~_cr' < ro ~ ~ j! 3'-11' j '" t L 3'-11' T-----j~m~--2------11'_101. 1 ~ 11'_1°1. ________2 --+Hm-f-----'I<-'" • ~ llJ "2 ~;: "2 UJ ~.Ii:
~!, ! 0 ~ ~! . ~ ~ O::2:~ I Y I ~ 0 a.. 01= _I I 0-~ 20'" rh rh en 0 .§ ~~ ,-:1: :1: ~ -t . T ~ -;!", r '-'l" 4 ",,,. 1 ~ ",,,. ~ '.'j. "[ ,-!" ~ ~ r-~ ~ . ~ct:<L-l '0 @~ miT ~ ~\ :0
w=r~ r---,,-r---'L E= E= -,;, ?:: <i!E= E= == == -=--, .L--~:ir :0 •• ~ -' 0:;;;;.-7'-----0::::;--:1"'-----_:::r-----_=---7-=----r-" _=-----==------.o.=-------c:=---------c-~=_" -' .I
.--------------------------:-_T_---:r.------------f--------------r--------' '\ ,j'---+ l' -1~" .j'-----4' -2i" --->I' .j'-------7'-~" --------f 1'-----------10'-~" --------~ ,\<-----------13'-~"
.-----------------,j' l' -1 i" -,f----f .j'-----4'-2i" ---f ~-------7'-3i" --------,f 1'-----------lO'-~" ----------------,j' ,\<-----------13'-~" ------------,1-REINFORCEMENT: SECTION
NOTES: 1. ROOF TO BE FORMEO IN ONE PANEL ROOF F TOP VIEW AS POURED ® 3"x8",y," WELD PLATE WITH (2) 1)1," NELSON STUDS CAST INTO BOnOM SIDE OF PANEL (BOnOM OF POUR) SEE POST TENSION DESIGN
DRAWINGS BY KLG 2. ROOF IS 9" THICK 3. TOP OF ROOF PANEL TO HAVE A LIGHT BROOM FINISH IN DIRECTION SHOWN 4. ALL WELD PLATES TO BE 3"x8"x)\", SET FLUSH 5. ROOF TO HAVE POST TENSION REINFORCEMENT
PER KLG CORPORATION 8. MIN CONCRETE STRENGTH: 6,000 PSI 9. WEIGHT/CONCRETE OF ROOF PANEL: 34,998 LBS /8.64 CY ~ ® 4-TON UTILITY LIFTS CAST INTO TOP OF ROOF DRIP RAIL ALONG BonOM SIDE
OF PANEL LONG OUTSIDE EDGE ONLY u ~! -c UJ "" t;j rt'l -E J lI'l 0 " 00 u 0 <t Q~J Z U 1"."0 0 0 0 Z I U ::5 1'".0 I-LJJ 1.0 Vl > ~ 0 <{ 0 r---U --' ~'" UJ N X " 0 rO 0-<t '-'->-~ 0
~ lI'l ;; 0 rn a: I' I lI'l <{ lJ 0 I U~ " I '" a.~ 0 1.0 u.i i~=~ ...J 0 0 N U 00 ~
GENERAL NOTES Qlli§!i 1. The Post-Tension structure has been desJgned with the latest acceptable engineering practices in accordance with the following: A. Post-Tensioning Manual by
the Post~Tenslonlng Institute B. American Concrete Institute's, "BuDding Code Requirements for Struclural Concrete (ACI31a.05)" C. 2006 INTERNATIONAL BUILDING CODE D. SLAB DESIGNED FOR
UNIFORM LOADING PROVIDED BY Colorado Precast 2. The structural plans have been dimensioned fully showing the edge-of-slab and locations of structural members. Dimensions are part of
the engineered product but are not generated or determined by KLG. The dimensions are taken from the construction documents provided to KLG by the archilecL Priorio construction the
GenerallPost-Tenslon Installer shan provide the architect with a set of KLG's structural plans for hlslher review. An approved or approved as noted plan must be provldecllo KLG from
the architect before KLG will release the "fQrConslructlon" set of structural plans, 3. This structure Is designed with a 2 hour lire rating unless otherwise noled. The follOwing minimum
covers for posl-tenslonlng tendons have been used throughout the structure as per the I.B.C. 10 achieve the 2 hour fire rating: a) Unrestrained: 1-112" 4. All drawings and design are
the exclusive property of KLG Corporation and are not to be reproduced, modified, or copied without written consenL The design Is for the Post-Tensioned portion of the structure only
and does not pertain to any other part of the structural design (I.e. lateral, vertical, foundaUons etc.). MATERIAL CONCRETE: 1. Concrete must mach a minImum compressive strength of
5,000 psi In 28 days unless oUlerwise noted. 2. Stressing will not be allowed unll1 a minimum slrength of3.7S0 psi Is attaillBd. 3. Concrete mix desIgn and materials shall conform 10
the latestACI codes 318 and 301. 4. Type II concrete Is to be used exclusively unless noted otherwise. Refer to soils report for additional recommendations rerdlrQ foundation concrete
type. 5. No additives shall be used that Is detrimental to the 26 day compressive design strength or to any of the structural rainforcement. All additives to concrete not induded in
\he approved mi:-: design must be approved by KlG bafore use In mix. Any additives with calcium-chloride Is slricUy prohibited. 6. The concrete mix design shall be provided to KLG by
the General/Concrete COntractor for approval priorlo pouring, Pouring before KlG's approval of the concrete mbt design is at the General/Concrete Contractor's risk and !he General/Concrete
Contractor shall, if necessary, bear all costs to remove and replace unacceptable concrela. REINFORCING BARS: 1. All reinforcing bars will be ASTM A615-76, grade 60. 2. All reinforc1ng
steal shall be bent, detailed and supported as per the latest ACt Detalfing Manual. (Publlcatk.m SP-66) 3. Reinforcing Steel, Including P·T tendons, for P·T members shall comply with
the following minimum covers. (m: ACI 318-05, Sec. 7.7.3): Concrete cast alnst and permanently exposed to earth 3". Concrete Exposed to earth or weather: Wall panels, slabs, Joists 1"
Other Members 1.5" Concrete not exposed to weather or in contact with ground: Slabs, Walls, Joists .75" Beams, Columns: Primary reinforcement 1.5" TIes, StlfTl.lPS, Spirals 1" 4. All
splices In reinforcement shall be calculated In aCCOl'dance with Chapter 12 of AC1318. 5. All standard reinforcement, except where shown otherwise, wm be supported separately from the
Post.Tenslon tendons. Chairs and support bar for rebar ara 10 be provided be the rebar suppfier. 6. Rebar with significant corrosion will not be used In the s\n.Jcture. 7. Place 2-#5
bars top and bottom around all openings in slab greater that 8" In either direction and extend bars 24 Inches past Intersection at comers. 8. Post-Tensioning tendons always teke precedence
over rebar. POST-TENSIONING TENDON REQUIREMENTS: 1, Post-Tensioned Strands shaD meet the foUowlng requirements: A Post-Tensioning strand will be 112" diameter, 7 wire, low rel8.llatlon
strand with an ulUmate strength of270,000 psi manufactured In accordance with ASTM A416 B. Tendons must be completely free of any corrosion. C. Tendons must be fully encased In approved
grease describe below. D. Post-Tensioned Tendons will follow same coverage requirements as rabar described In prevlous secUon. E. SupplJer of poT Material shall provide the following
Information to KLG for each shipment: I. Heat number and IdenUficalion U. Standaft\ Chemlcal Analysis of steel III. Uilimate Yield Strength IV. Type of Material (l.e.: Low Relaxation)
V. Modules of Elasticity (slope of linear portlon of stress vs. strain curve) VI. DIameter and aclual area of strand VI!. Elontion at Failure VIII. Yield Strength at 1% extension under
load 2. Post-Tension tendons sheathing shall have the following properties: A. Sheathing thickness will be a minimum of 40 mm. B. Sheathing shall have sufficIent strength to prevent
Irreversible damage during: transport, handling, placement and stressing. C. The sheathing shall consist of a material thai Is chemically stable with concrete and that wID be able to
endure the temperature changes during construction and throughout the life of the structure. D. The sheathing shall provide a walertight barrier over the length of the tendon excluding
anchorages. 00b # 201(01) I I I I , ~ =~ ~ '" 10 .. _ ,,=r=.l I lIi r.l II Q .. = ='" 1/1 = a. r.l Qa.>: "ellII '3/23/1 ! I tj -I. !!~I!;l~. ~~. e:~"'~ Ii 5i~~~ :Di !i~:;i -~ ~iiE::!E
:i! :i! r.l r.l ='" ='" r.l r.l >: >: III III "" r--.... '1"/1 1010 I I/I Q eI:II \l" .. !.... a"=.':="II, .s Q", \lID .'..:"::.: . " .. OIS Q .. Q S 9 .5.5. := = .. .~. ~ ~ -:a =i £.:I
'"' :: ;; ~ lIa Q I=o Q =r.l a=.1 1.1. ;: --.. eI= "a~ ;=:: ~ f S C in.a)
MATERIAL CON'T 3. The grease coating on the Post-Tensioned tendons wiD meet the following requirements: A Provides corrosion protection for the tendon. B. Provides lubrication between
the sheathing and tendon. C. Coating must be chemically stable and norweaclive with steel aM cancrele. D. Coating must be approved by the PosL-T enslonlng InstibJte and fully tested.
E. The grease shall fill the entire void between the shealhlng an the strand. No portion of the tendon shall be void of the coating. F. Minimum weight of coating 10 be 2.5 pounds for
100ft of 1/2" diameter cable. G. Coating must perform as designed In elctrem weather conditions. Extreme weather conditions Indudes temperatures below freezing as well as temperatures
above 100"F. 4. Post-Tensioning Encapsulated anchors shaD meet tha following requirements: A Anchor shall be fully encased with a chemIcally stable meterial where no metal Is exposed
when system Is complete. B. A watertight and chemically stable lube between the sheathing and anchorage will be provided to cover the bore strand. C. The nub of the strand after being
cut will be encased In approved grease and a watertight cap will be provided Ie seal the sttessing end of the anchorage. O. Anchorage system shall be watertIght under a hydrostatic pressure
of 125 psi for at least a 24 hour period. (re: pn's Specifications for Unbonded Single Strand Tendons," 2000) E. 3m product No, 226 waterproof tape must be provided to repair any splits
In the sheathing and to tape the joInt between the lube and sheathing, An alternate Iape may be used, but it must be approved by KLG prtor to construction. F. Anchors must be rated for
a minimum concrete strength of 2425 psi (leBO Testing) when stressed at33 kJps. G. Anchorages must be non-porus and frae of any defects that may affect performance. POST_TENSION MATERIALS
SUPPLY ANDHANDUNG 1. The General/Post-Tension Installer Is responsible for adequate storage of all Post-Tensioned materials to avoid corrosion orany damage to the strand from exlemal
sources 2. At the time of delivery the General/post-TensIon lnstaDer Is responsible to properiy unload matena!. DraggIng or throwing material off the sIde of the truck is not acceptable
and KLG cannot be held responsible for damage to materials from unloading. Nylon slings to lift cable must be used exduSively. 3. All accessories supplied by KLG must be accounted for
at the tima of deliveryl Any shortages of material must be reported to KLG within two working days after delivery. Any replacements subsequent to delivery will be charged to the contractor.
4. If the Post-TenSion suppUer Is not KlG then the following must be submitted to KLG for approval prior to construction: A. One complete Encapsulated Anchor System Induding: enchor,
grease cap, tube, pocket fonner, wedges. and tape. Test results must be provided with anchor for waterproof testing (re: B. Encapsulated Anchors under male rials) and the concrete compressive
rating for the anchor. The Hayes Posi-lock II Encapsulated Anchor is pre-approved and does not have to be submitted. A sam pIa of Post-TensIonIng cable wllh grease ooallng and sheathing
in place. C. A copy of the certilicate certifying that the cable Is being assembled In a Post-Tensioning institute approved planl D. A current calibration record of all stressing equipment
on sIte. E. A friction calCUlation for all condiUons showing the folloWing: t Assumed K and U values II. Modules of Elasticity HI. Seating loss (No less than .25") lV. Jacking Force
V. long tenn losses Including: Shrinkage, ClSep, Elastlc Shortening and Relaxation of Strand VI. Final Effecllve Force after all losses VII. Elontlon Faclor VIII. Tala[ Angular Change
from Tendon Proffles F. A ·Shop Drawing" with the following requilSments I. Shop Drawing must use same size paper and scale as structural documents. II. Shop drawing must clear1y show
dimensioned support bar spaces and all their corresponding chair sizes. (Beams, show support heIghts only) III. locallon and quanuty of aillendons In structure with elontion fo each
cleariy shown on plan. Stressing, dead end, and intermediate anchors will be dearly sl¥lwn and located on plan. IV. Post-Tension tendons shall be IdenUfied on the plan In such a manner
that when supplied the contrac1orwm be able to match the tendons In the field to the plan. O.e.: color coded anchors for length) V. Details shall be shown in critical areas showing coordination
of rebar and tendons. (I.e.: Hat plate banded and uniform tendons over column) VI. End details for all Post-Tensioned beams must be shown. The detail shall Include aU anchorelevaUons.
Calculations verify effective c.g.s of beam end detaUs wDi be provIded. VII. Support bar plans and tendon layout plans shall be placed on separete sheets. (I.a.: Uniform Support Plan
& Uniform Tendon ptan) VIII. General Notes shall be provIded calling out concreta strength at stressing, Jacking force, and any other pertlnentlnformaUon rerd1ng the propper Install
and stressing of Post-Tanslon strand. IX. KLG will return all submittals with one of the foHoWing results: Approved, Approved as noted, Revise and Resubmit, or Rejected. X. Genaral Contractor
Is to provide a copy of all Post-Tensioned shop drawIngs to the buDding departmenl 5. Pours shan not be combined In slrand bundles. Materials shaD be shipped and omlzed in a mannar that
wlll allow the contractor with ease to separate the material for each pour. 6. Strand Fabrication A. All strands will be fabricated to the "length" and "color" noted on the plan. B.
Strand Configuration wlll be shown on plans as foRows: Dead End Intermadlate Stress End C. There are three main combinations that exit ,_________ 1 D.E. & 1 S.E. most common r under
120' long. 2 S.E. most common over 120' long. I POOR 1 POOR 2 ,1 D.E, 11NT S.E. & 1 S.E. most common for 2 pours. 0~b# 20100D I I I I \ " = .. Iii CI II .. =_ .I.l =CI I lIiCl III 1:115
:I II:CI " U:>:I '""III P3/23/1 '1'''''' l~' Jii!2~ i! i ~i!Ol~i ;;iil; J::!ll::'" Iii .C.I =CI ~I ...... .~.;.: Iii .C.I =CI :>: III ./I.l ~~ /Il1:I Ill! II" 1"1'=:", 1I.l! 1:1 .. IIID
.. .e. C ~ II Z ~ . .. ~ ~ i!: '1":1 1:1 III ~I:I 11:11 1:111/11. .. -11-:," 1lII: .:.: ~ .. I: a ~ f S (pn.1 )
PROJECT: lOCJlnOJl: Posl-Tens/onlng & lnglneer/ng SolUllons nIRI'ORT ROOF RIFlE,CO CONnUICTOII: CO PRECAST, THIS SHUT: GENERAl NOTES SUBM'TT.AIS FOR nl'I'ROVnl BY: CMC CHECK: GA BY:
CHECK: BY: CHECK: n I g z ~ 11: N -=. == ""-'
-a .. 8 '/2" IIHEN OPEN ,I, A=STRESSINC PORT B=RETRACT PORT KLG STRESSING RAM (VELZY) NO SCALE o PRESSURE VENT OIL FlLLER PLUG ELECTRICAL PlUG~ SEE EQUIPMENT MANUAL FOR REQUIREMENTS
OIL RESERVOIR POV!£R SWITCH @POWER TEAM PUMP PlJ.l NO SCALE l o PRESSURE REUEF ADJUSTMENT ARM UGE MARKED FOR PROPER STRESSING PRESSURE VALVE HANDLE: USE "A" PORT FOR STRESSING AND "e"
PORT FOR RETRACTING. OTe COUPLERS: BE SURE TO TIGHTEN CONNECTION TO PREVENT PRESSURE FROM LOCKING IN HOSES. OIL fiLTER OIL LEVEL WINDOW Oil DRAIN PLUG' SUBMITTAlS (..0 FOR t;: APPROVJU
_ BY, CMC CHECK, SA :2i ~ ~ ~~~~~~~~;';~~~~~~~E~D9~'~D8~8~'~m~g~s~o'~m~'~DD~S~~~~B_ _~ ___ ~C_H_E_C_K~, ___ 4 PROlfcr: A'8PORT ROOF GOIITRIICIOII: CO PRECIIST lOCATION: RJF1E~ CO THIS
SHEET: STD. DETJU1S BY, CHECK,
2 1/8" ~ r-~ ~~ D III 0 C) III ~ :z: ~ ~N 0 CJ 0 ~ 0 ~ " ~ ~W [) c...n 0 ~ --l ::;;0 ~ ::t> ~ i!'~ D :z: ) z !~ 0 ~ CJ ,0 ~ c...n I~ ~ ~~ 0 -< '£ 0 ~ I~ ~ CO ~ 0 ~> ~87 rc...n POSI-Teos/oo/og
& Englneerlog Salllllaos PROJECT: AIRPORr ROOF locanOH: RIFlE. CO CONTRACTOR: CO PREenSI' THIS SHUT: STD. DETnllS 2 1/2" \ \ 0 I = D " ~ (}1 0 ,/\ \ SUBM'TTAI.S U FOR t:l APPROVAl. -BY,
CMC CHECK, SA BY, CHECK, BY, CHEC/(,
1/2"' PT S1RAND SHEATHED IN PLASTIC DECK SCREWS OR ---.L __ ---' (2) 2Dd POLE BARN NAILS POSl-LOCK II ANCHOR "'"' ,.~ EdJ POSI-LOCK II STRESS~END ANCHORAGE I'Il.S NO SCALE 1/2~" PT STRAND
SHEATHED IN PLASTIC 12" lUBE WITH BUSHING SEAL VARITECH ENCAPSULATED ANCHOR OECK SCREWS OR (2) 20d POLE BARN NAILS .. ,~ ,.~ G&) ENCAPSULATED DEAD-END ANCHORAGE m.5 NO SCALE ~;-2(1007)
( I I ) := " .. :ii :ii :ii ~ ~ '~ e .. ~ ... ... = = -II~ ~ ~ I :ao~ =III ClI III~ " =~>: 1 ;1 >: "CllIII III 103/23/1 r--1f:I~. Q. ii~2cr, .. .. !!I ' "~!]Il ~:~Z~~ " 10'" ~ "'::!
! ~~~~i II:! ~ ~ii~= .. '" J::::::: .... II .. .I.S,' ~= lIo= .... Clio I I..I '" " .... ... :; 5 s l! = ~ .,.. ..... " a ! !... o"f //.. CI CI III loll 11111 ClII/lIo .. -III-" 11111
~ oil !1 ! ..a.. ~.-. C pfiiJ
-a .. :1i I It en A HS = HEIGHT OF STRAND C CGS FROM DECK (SEE STRUCTUTAL DRAWINGS) He = HEIGHT Of CHAIR ABOVE DECK (SEE SHOP DRAWINGS) HBS = DIAMETER OF SUPPORT BAR PLUS 1/2 TENDON
DIAMETER HSB ;;: HEIGHT OF SLAB BOLSTER ABOVE DECK (SEE SHOP DRAWINGS) TENDON SUPPORT BAR PT TENDON B C DECK FORM D (CHAIR AND BAR) (CHAIR AND BAR ABOvt) (CHAIR DIRECT) (SlAB BOlSTER)
I' p= ,I.-SLAB TENDON SUPPORT METHODS NO SCALE 3'-0" PAST EOGF , <Men "u< , 6· 6 vi, -='I ~m. ~ , FOR TIGHT RADIUS CURVES USE :3 STRANDS MAXIMUM. STRANDS HAVE HORIZONTAL FORCE DUE TO
CURVATURE AND MAY ROLL OVER EACH OTHER BLOWING OUT THE BonOM OF THE SLAB. :::::J HAIRPINS MAY BE REQUIRED FOR TIGHTER RADIUS CURVES. CLEARANCE @OPENING NO SCALE -f-SUBMITTAI.S t.I FOR
~ APPROVIII. _ BY, CMC CHECK, GA Po.,-Tenslon'nl/& fnl/lneerlnl/SolUllons BY, CHEC'" rROJECT: AIRPORT ROOF [OCAnON: RIFLE. CO COll1811CTOII: CO PRECAST THIS SHUT: STD. DETAilS ~ It N
=-. ==.....
1" CLEAR MIN. DEa< SCREWS OR 20 PENNY PM BARN NAILS PLASTIC CAP Rll.ED 'MTH GREASE ENCAPSULATED VARITECH ANCHOO: 1. 2. 3. 4. S. ~"(211lACKU~ BARS PROIADED ~y REBAR SUPPUER·· T!E DIRECn.Y.
TO 1END~ ~ SHOYIN .. ~ ..l~ TUBf:"("MTH BUSHING), ENSURE:' TUBE :IS SECURED TENDON SUPPORT . JO ANCH?R CHI~NEY AN.~' .LOCKED WI RING. ; BAR BY OTHERS 1~~~'n~~~~~<;:::::;~P~T~'''1E~N~D~O~N=~~~==~~~i~±
_TENDON SUPPORT .. ~ .":' CHAIR (SUPPUED . 2 1/2" CLEAR SLAB SOFFll BY KLG) ENCAPSULATED DEAD END ANCHOR NO SCALE DECK SCREWS OR 20 PENNY P(l..£ BARN NAILS I POSI-loc!( H ENCAPSULATED
ANOiOR -, @nPOSI-LOGK II STRESS-END ANCHOR NO SCALE . ~.' ,fI,. <:.. '.f' ·f " ' ,. POSI-LOCK II ANCHOR WITH TENDON. CUT OFF STRAND 1/2" FROM ANCHOR FACE AND INSTALL GREASE CAP . REMOVE
PROTRUDING NAILS OR SCREWS GREASE CAP ~RMLY SNAPPED INTO PLACE POCKET VOID DRY PACKED WITH A NON-SHRINK GROUT. REMOVE POCKET FORMER AND MEASURE TENDON FROM FACE OF ANCHOR TO END OF TAIL
AND RECORD LENGTH ON STRESSING RECORD PRIOR TO TENSIONING. INSURE THAT IHEDGE CAVITY IS CLEAN AND FREE OF DEBRIS, INSERT Y£DGES SIDE BY SIDE AND TENSION STRAND. AFTER TENSIONING TENDON
MEASURE AIN FROM THE FACE OF ANCHOR TO THE END OF TAIL AND RECORD LENGTH ON STRESSING RECORD. THE DIFFERENCE OF THE TWO MEASUREMENTS IS YOUR ELONnON. AFTER ELONnON HAS BEEN APPROVED
BY THE STUCTURAl ENGINEER BURN OR CUT TENDON OFF 1/2" fROM FACE OF ANCHOR AND INSTALL CAP ~U£D WITH GREASE AND SNAP INTO PLACE SECURELY. DRY PACK POCKET WITH A NON-SHRINK GROUT THAT
IS ACCEPTABLE TO THE STRUClURAL ENGINEER. ENCAPSULATED STRESSING END ANCHOR AFTER POUR NO SCALE SUBMITTAlS '" FOR ~ APPROVAl. _ BY: CMC CH£CK: SA fOll/oe8rl01l So/Dlloos BY: CH£CK: PROJECT:
AIRPORT·ROOF IBeAno": RIFJ.E. CO CONTRACTOR: CO PRECIIST THIS SHin: STD. DETJlJ1S BY: CHECK:
I 6" 10' -4 3/4" 12 x 32' 0" GOLD-BROWN ""'2 1/2" I ----------@@@IS> 56 1/2-1/2" e-56 6" 0 I 0 @IS> @IS> --------------------SUBMITTAlS 721OSDuIltFraSllrsr. CeltllnD.ial en 80111 rJlDIIE::103-M~950
1H:3fJU.fUj95Z WWW.rUin.CS. (".l FOR ~ APPROVAl -BV, CMC CHECK, SA fDS'" Tenslonlnll & fnglnoorloll So/mlO"S BV, CHECK: fR01ICT: JURPORT ROOF -IBeAno": RIFI.E. CO CONTRJJC1DR: CO PRECAST
0 THISSHfE1: TEHDON lAYOUT BV, CHECK:
10'-4 3/4" r , '\ t= , ----------@Ell 2 " ,... ,., ~I ~~ :u ~~ ~ 0" -">r 8, ~ _r '[ "*". ED 'N>Z ! 'n o 0. "0 '" Z-oPAl "0 l"'" U) .. ::; I' ~'" i'l II • .,., :z ",0 <Q Q~m 0 '" >m'"
:z r; ;o ....... ~ ~~ m m ,,~> E!.}. g 0 [;; £co g~ ;;t ,3izo lil 13 '" ? p~ I :::::: a Elli!l " '" " ... , , , 0 " .. 0 ~:: I '" :u '" 'U --< ~ c ~ "" '" !3~ c;: 0 0 z~ '" d .., -<
~~ '" z c:: 0 r; --< 0 <D Z 1 1 2-J4' I 0 0 '" '"" " 1"S8 , '" 0 t; , 0 ~ @J4' 0 112' 2 " 0 0 t= , -----" --'\ SUBMITTALS BY: CHECK: ~ FOB '" APPHOVAI BY: CMC CHECK: SA -a .. ~i • 'II:
POS!' Tensioning & Engineering So/urioos '-' I; p~.::.::,,;:.c;T'=:;A;::'::;R;:;P;;::;O;R;:T;:-;;R;'O;;O;F;====':•;:• :: T;:;.::.:::C:::T.:::.;:'=C;;:;O;:;P;:;R;;::;E:;;C::A:::S;::;T==:::::~
I I JOCAnON: RIFJ.~ CO THIS SHUT: TENDON surTS BY: CHECK:
10'-4 3/4" ~~! ~'" ;0 ().~ 0 ~f;i ~ 0" ~ ",,,,,. 0_ a~F 0,-~g~ "[~ MgJ;U .",. " '" b", ~ ::tid> ~-o;;o 'r .x. <::> '" '" ~ ;;o~;o ~ "0'" ~el '" "-.~...C 0D'~" ;~!§z3 ""l qI ;I; 1=0I
'0" C)1li 12 0 szam", ....... • • ,.., p 0z",., o.... :ow z 1<"': --0 ;;1"''' ~il ~ z,.,. Q, o",z ozo ~1i Z",m e ,,00 --0 s:Cl~ "0,",.',,0, " "', z" ,.-...< ~ :-10. c 'z P 11 x N5 C
12" O.C. SUBMITTAI.S ~ FOR ~ APPROVAl BY, CMC CHECK, GA BY, CHEC/(, ." 721USDulli1f1S1ISL ~ en Ccllfrnn.ial CD !lm2 :r 'BDNE:~f1U4J-5m .... ; fAJ:3f1U.fJ-S9S1 ~,., -WWWJIBn.ce. • 11:
PosHensioniog & fngineering So/mions ~ I ~P~.::.::J(:;;.:;:,,=n:;;::;':;:R:::p;;:O;;R;:T~R;:O;'O~F;;===. ;.=.:;;N;;''';;;::.;;';;;.'';:'=;;CC;O;=;P:::R;;E;;:c;;:;n:::S;:T;::,=::' I '<.--'
101:lmON: RIFlE. CO THISSHffT: REBAR I.IIYOUT BY, CHEC/(,
eCOLI.I.S ,t\il@:@m:~~ m;;;\ .. !Jj}Jw ;j~ c~fb' SUBMITTAL PACKAGE GARFIELD COUNTY AIRPORT Coordinator COLLINS DOOR & HARDWARE 394 DELOZIER DRIVE FT. COLLINS, CO. 80524 Tel: 970-221~2396
Fax: 970-221-3856 Contractor COLORADO PRECAST CONCRETE 1820 S.E. 14TH. STREET LOVELAND, CO. 80537 Tel: 970-669-0535 Fax: 970-669-0674 Submittal Date: 03-23-2010 GARFIELD COUNTY AIRPORT
Submittal Date: 03~23~201 0
CECO HOLLOW METAL: 16 GA. FRAMES, GALVANIZED, PRIMED GRAY 1.8 GA. DOORS, INSULATED, GALVANIZED, PRIMED GRAY, POLYURETHANE CORE HARDWARE: SEE ATTACHED SCHEDULE eA~.IL" i'i"S~. "". _ lln~.
':;;l~ I, \!tm:;~;~llYi;lfi17~\lr~lZ:§,;~'.:;%; GARFIELD COUNTY AIRPORT Submittal Date: 03~23-2010 Page 2 of 16
Door Core POL YU -Polyurethane Foam Door Mat'I ABO -A60 Galvanneal Steel Door Series IU -Imperial, Handed Frame Construction FW -Face Weld Only Frame Mat'I A-40 -A-40 Galvanized Frame
Series HM -Hollow Metal Frames eCOf.JLJJNS ~ '" "'" >"jil""" ,P" ,m",,,,,,, ,>",,",,',., .' .4ill' 0 'l!)j~ 'f!.;k1E!t.t.i:,II~ ~ ;UJ!t!j,;["lt'5LI-~I·,tlJ;~.i':~ Index of Abbreviations
GARFIELD COUNTY AIRPORT Submittal Date: 03-23-2010
Openings Sohedule Facing Opening Tol Section NomInal Nominal Frame Jamb (Jamb, Frnme frame Anchor Frame Door Door Door Door Door Door Door Hardware Qty Number(s) Location 1 From location
2 Elevation Num. Width HeIght Hand Laool Series Depth Hd) Mat" Gauge Type Construct!on SerIes 0<>0. Mat1 Core Edge Gauge ThIckness LIte Kit Undercut Elev. Group Remarks , , I ", , I,
I ", I " 1; 1 : EXTERIOI3 From: INTERIOR : E-l 1: 36",36"": 80" : RH~ :HM :4314":2".2" ;A-40 ;16 :fVII :ru :A60 :POLYU: :18 :13W ;314":F :GROUP ,01 --~------f-----~---~--------~-----~----~-----~-----
~---+---~---~----~----~-----~----~---~-------+----~-----~-----~---~---f-----~----~-----~---~-----~ I , , t , I' , , "", , '" " e(COLI.!IIlS GARFIELD COUNTY AIRPORT Submittal Date: 03-23~2010
~~J1J1. ,t"ilif1J,y!t~\t1mi\!ifif~;'1!Ift;[@!lif(
. , lfo::, ,, , ~: o.L r' __ . ,, ~:, , .... _ ....• ,, , f-0: 0 CL 0: ~ ~ :;, 0 0 0 -w' u: 0: "'" a ~ ~ a .hl ro 0 ro ,;; E ~ 0 (f)
,",_1..91J6~ -..+._'!/~ t 115115" I I ------, ~ §;§ , ~:, -'-
'i1
SERIES SU STEEL FRAMES (UNEQUAL RABBET) FOR 1-3/4" THICK DOORS STANDARD WALL APPLICATION, HANDED "B" "D"1 \ I \ "D" ! = = 'E" I Il 5/8" ] 1-15/16" "e" 1-9/16" "A" DEPTH DEPTH E A 8 C
D HEAD & JAMBS HEAD & JAMBS 43' 4-3/." 3-3/4" 1-1/4" 1/2" 2" 53' 5-3/." 4-7/8" 2-1/4" 7/16" 2" 63' 6-3/4" 5-3/4" 3-1/," 1/2" 2" 73, 7-3/'" 6-3/4· 4-1/'-1/2" 2· 83, B-3/4" 7-3/'" 5-1/4"
1/2" 2" Series SU, double rabbet frames (with unequal rabbets) are also available in a range of depths from: 4_1/2" thru 10-5/8" in l/S" increments. . 4-face heads with 2" foce Jambs
are also available in selected sizes. ASSAABLOY;:the~lb"bal.lea·der jn;r.ti:)"orop:enlng'~6Iutio~;, 1" 1" 1" 1" 1" F1
TECH-DATA STANDARD SIZES NOMINAL DOOR OPENING WIDTH HEIGHT SINGLE DOUBLE 2'-0" 4'-0" 2'-4" 4'-8" 2'-6" 5'-0" 6'-8" 2'-8" 5'-4" 7'-0" 2'-10" 5'-8" 7'-2" 3'-0" 6'-0" 7'-10" 3'-4" 6'-8"
8'-0" 3'-6" 7'-0" g'-O" 3'-S" 7'-4" 3'-10" 7'-8" 4'-0" S'-O" FIRE DOORS lABruNG AGENCIES: • UNDERWRITERS LABORATORY • WARNOCK HERSEY • FACTORY MUTUAl TEST: AST'M E-152, UL10a, uac 43-2
• RATING: 20 MIN, 3/4 HR, 1 HR, 1-1/2 HR, DR 3 HR • MAX, SIZE: 40 ~ 90 SINGLE 80 x 90 PAIR Not 011 ratings ere avonobl ... In all sl:Zas, designs and moterlols. Hourly Clo99ificol1ons
ore not ",hown on lobel unlft~s cloSB is less than 3 hou~. MATERIAL DOOR FRAME MATERIAL 16 Gage Steel 14 Gage Steel PERFORMANCE Physical Endurance Level: ·sumX"A" = ACTNE I EAE Of pAIRS
ASSA~BLOY;the:gkjb~J !eider i,h-goQr-opei:ilhg'sdlUJto!'!$-; SERIES SU STEEL FRAMES PRODUCT SPECIFICATIONS: Steel door frames shall be as manufactured by Ceca Door Products, Milan, TN
or Mason City, IA USA. They shan conform to the Steel Door Institute guiqe specification, ANSI A250.8~1998. See chart below for performance classifications. Series SU frames for 1-3/4"
doors are formed from commercial quality cold rolled steel conforming to ASTM A366 or A620 & A568 ... or (optional) hotdipped galvanized steel conforming to ASTM A924 and A653 -see chart
below, Frames are knocked down (K.D.) field assembled type or welded unit type. Head and jamb members of K.D, frames have diecut mitered corners that interlock rigidly when field assembled,
Integral doorstops are 5/8" high. Jambs are sized to suit wall applications. Twist-in anchors are available for new masonry, wood stud, metal stud or existing opening wall conditions
(indicate which). Floor anchors or extra jamb anchors are provided to anchor sill. Welded-in jamb or floor anchors are also available. Hardware Provisions; Frames are handed. Hinge jambs
are mortised for 4-1/2' or 5" high, standard and heavyweight hinges (specify which). 7 gage steel reinforcements are welded in place and are drilled and tapped for fasteners in accordance
with ANSI A156.7. The strlke jamb is prepared for 4-7/8" universal or 2-3/4" cylindrical strike in accordance with ANSI A 115.1 &2 (specifywhich). Plaster guards are provided. Optional
closer reinforcement is a 14 gage steel formed steel sleeve. 3 door mutes are provide per strike jamb and 2 for double swing heads. Paint: Steel door frames are provided with one coat
of oven-cured neutral color primer paint. Primer coat shall conform with ANSI A250.10. The primer coat is a preparatory base for necessary finish painting. "Colorstyle" finish coat is
also available from a selection of standard colors (optional). CoJorstyle finish is electrostatically applied, oven-cured urethane enamel. C.R. GALV GRADE MD Heavy Duty SID Extra heavy
Duty STD Meets S.D.I. 119 Performance Test, Level A (1,000,000 Cycles) ~_.-W{ KS A6D OPT OPT G9D OPT OPT
' ... IICecoDnor TECH·DATA m 0 ~ 0 0 1-3/4" IMPERIAL (IU) POLYURETHANE CORE FLUSH AND EMBOSSED PANEL STEEL DOORS BEVELED LOCK EDGE, HANDED FUlSH DESIGNS Sl~11..AR l.£SS EMBOSSED ""'''-FLUSH
DESIGNS Full Flush or Seamless Style ... Foamed-in-Place Polyurethane core fills entire door cavity. Core is chemically bonded to all interior surfaces. High impact resistance. Excellent
insulation Characteristics. Suggested Use: Interior or Exterjor '.' Motels/Hotels Office Buildings Urban Renewal Health Care Institutional Data Processing Mercantile Food Processing
DB~[][J~[][]I F G G2 G3 v EMBOSSED PANEL DESIGNS N_ N_ FG LF [iJ[iJ [iJ[iJ [iJ[iJ [iJ[iJ ECOS Eel0 [201 [202 E203 E601 E609 E605 [612 E801 ASSA ABlOY. the global leader in door opening
solutions. 03
I m 'i 0 '~" TECH-DATA IMPERIAL DOORS PRODUCT SPECIFICATIONS: STANDARD SIZES NOMINAL DOOR OPENING 1-3/4"Thick sleel doors shall be as manufactured by Ceca Door Products, WIDl'H Milan,
TN USA. Doors shall conform to the Steel Door Institule guide HEIGHT specification, ANSI A25Q,8: see chart below for performance classifications. SINGLE DOUBLE 2'-0" .... ·-0· IMPERIAL
doors are made full-flush or (optional) seamless style. Faces 2'-4" 4'-8" sheets are cornmerc'ial quality cold rolled steel conforming to ASTM A366 or 2'-6" 5'-0· 6'-B" 2'-B-5'-4· 7'-0·
A620 & A568 ... or (optional) hot-dipped galvanized steel conforming to ASTM 2'-10· 5'-8· 7'-2" A924 and A653 --see chart below. ,3'-0· 6'-O~ i-HI" 3'-4" S'-S" S'-O· 3'-6" 7'-0· g'-o·
Imperial full:'flush doors have mechanically interlocked, hemmed, ha'irline 3'-6" 7'-4" seams on vertical edges and have no visible seams on faces (S.D.I. Design I). 3',-10" 7'-8" 4'-0·
s'-o· Doors specified "seamless" have no visible seams on faces or vertical edges (S.o.1. Design II). Face sheets are totally supported by a foamed-in-place SIZE UMITS -DESIGNS polyurethane
core. The core fiUs the entire door cavity and is chemically flUSH 2 ~~ • CROSS bonded to aU interior surfaces. Density of foam exceeds 1.8 pet and it has a crush strength of 3600 psf.
The top and bottom door edges are closed with 16 DESIGN ANEL pAim BUCK U1E gage steel channels welded in place. MAX. 4<)'0 3070 4<)70 3070 3070 MIN. 2068 2868 2668 2868 2868 Hardware
Provisions: Hinge preparations are handed. Hinge edges are E2, [6 and E8 d08ipna! mt:IrtlBB lock pllIp-mortised for 4-1/2" or 5" high, standard and heavy weight hinges (specity aretlon
limited to 3 -0· width. minimum. which). 7 gage steel hinge reinforcements are welded inside the door edge fiRE DOORS and are drilled and tapped for fasteners in accordance with ANSI
A156. 7, The lock edge has a standard bevel (1 :16) and is prepared for Gov. series 86, LAaElJNO !.GOICY: WARNOCK HERSEY 160/161, or 90 locks in accordance with ANSI A115 (specitywhich).
Optional mIT, UL1OC. ULtOa. usc 43-2 closer reinforcement IS a 12 gage steel channe1. ·DESlGMS: F. G, N. V, E2. E6, OR Ea • RAllN~ (20 GAGE) Paint: 1-3/411 steel doors shall be provided
with one coat of oven-cured neutral 3/4 HR, OR 1-1/2 HR. color primer paint. Primer coat shall conform with ANSI A250.10. The primer t.W{. SIZE: 40 II: 80 SINGLE coat is a preparatory
base for necessary finish painting. "Colorstyle" finish coat 50 II: ao PAIR is also available from a selection of standard colors (optional). Colorstyle finish • RAllNG: (18 &; 16 GAGE)
is electrostatically applied, oven-cured urethane ename1. For accurate color 3/4 HR, 1-1/2 HR. OR 3 HR. MAX. SIZE: 40 II: 90 SINGLE selectors ask for a Ceca Colorstyle chart. 80 II:
90 PAIR MATERIAL C.R. GALV RECOMMENDED DOOR FACE SHEETS GRADE A60 G90 DOOR FRAME MATERIAL 20 Gage Steel (4080 max.) Standard Duty STD OPT -16 Gage Steel 18 Gage Steel 16 Gage Steel PERFORMANCE
Core Thermal Characteristics: Sound Transmission Closs: Physicol Endurance level: ASSA ABlOY, the global leader if) door opening solutIons. Heavy Duty STD OPT OPT 16 Gage Steel Extra
heavy Duty STD OPT OPT 16 or 14 Gage Steel U Factor. 0.091 (ASTM C518) R F octor: 11.01 (ASTM C518) STC 26 (F Design, 18 Gage Face Sheets. ASTM E90 & E413 [Fully Operablel) Meets ANSI
A250.4 Performance Test. 20 GAGE: Level B (500,000 Cycles): 18 and 16 Gage: Level A (1,000,000 Cycles) I]CecoDoor ASSAABlOY {.; c t '"
Item #1 3 3 2 2 Hardware Schedule Heading #1 (GROUP 01) 1 Pair of doors 1, EXTERIOR From INTERIOR 36",36" x 80· x 1 3/4" -HM OR x HM FR Standard Hinge Standard Hinge Surface Bolt Lockset
Overhead Door Holder WaH Door Stop Threshold Miscellaneous Item Hager 920 4 1/2" x 4 1/2" LH USP, Full Mortise -Std Wt. wI Plain Bearing, Loose Joint Hager 920 41/2" x 41/2" RH USP,
Full Mortise -Std Wt. wI Plain Bearing, Loose Joint Hager 2760 x US26D, Surface Bolt Cal-Royal BA-OO -US320, Entrance Function ABH Mfg. 4414 Sprayed, Surface Mounted Overhead Holder
Hager 256W x US26D, Cast Wall Stop & Holder NGP 897V-72", Bumper Seal -1" x 4" NGP 16A-76", Drip Strip -1 112" x 21/2" RHRA usp USP US26D US32D Sprayed US26D A
Medium-duty overhead holder and stop for interior doors, single acting STANDARD FEATURES . ..1 • For All Stainless Steel Components -Prefix N • Fleld adaptable funclions • Non-handed/reversible
• Automallc hold-open and release by push and PUll on door • Hold-open can be disengaged to act as stop only • Friction holder can be adjusted easily on site at any position and held
under adjustable pressure • Maximum opening 110', minimum door thickness I 3/8" • Wood, machine screws Included • Available In all BHMA plated and sprayed finishes DOOR OPENING HOLDER
NUMBER BUnS CENTER HUNG HOLD-STOP FRICTION OFFSET PIVOTS OPEN lB" -23 15/16" 22· -27 7/16" 4411 4421 4431 24" -2915/16' 27112" -33 7116" 4412 4422 4432 30· -35 15/16' 33 112'-3B 15116"
-1j413~,,, 4423 4433 36" -48' 39" • 48' ( ,~-. 4424 4434 I---~/BHMA NUMBER C05511 C05541 C05531 FED. SPEC TYPE "66 Contact ABH for special templal!ng or olher door opening Average we!ghtluni11
3f4lbs. www.abhmfg.com E-mail: abhinfo@abhmfg.com Architectural Builders Hardware Mfg., Inc. 500 Crossen Ave., Elk Grove Village, IL 60007 847.437.9901; FAX 800.9FAXABH (932.9224) 116M
1164 IlBlilsaml, ... l\y own.d.IId"l'"",1mj mHfI\Ir.ctwi"ll compony ., 2002 ABH Mf~ .• I",. P'~I.dln USA OWw 4400 SERIES SURFACE MOUNTED WHEN ORDERING, please list: Model number Door
closer number or a/her hardware Mounting means of the door and butt size Hold-open or dead-stop degree Door opening and thickness Finish SPECIFICATIONS: I Stop only function to be ,
Warnock Hersey listed as L~, ~~.~!~.:,~r:!._~~,.~~/~_~_l!:". _ .. MaterIal: Channel-slalnless sleel/sleel/brass 3/4-deep, 3/4" wide and .050 thick; armsteel/brass/stainless steel 3/4"
wide and 3/16' thick; bronze Jamb bracket 3/4~ wide, 3/16' thick and 2 7/8" long; hold open mechanism with sliding block will engage or release door by push or pull. Hold-open mechanism
can be disengaged to function as stop only. ®
CALI II RO~~L ANSI GRADE 2 BA SERIES CYLINDRICAL LOCKSETS PRO D U C T S. INC. @DUSTED, UL10C, UBC 7-2-1997 I ,q,",,'/af,1e 'WdJ. J~ erYw BARRINGTON QUALITY DF,8IGNED AND ENGINEERED FOR
RESIDENTIAL AND COM1ffiRCIAL BUILDINGS CONSTRUCTION FEATURES: This is an inside look at one of Cal-Royal's heavy duty locksets. Many superior construction features that combine with
satin smooth nn"",tirm Plymouth and Tulip styles 2·1/8" 2-1/4" f--I f--I (equivalent to schlage nA .I. Ti'' i %.T~ Series) are available. -'-N J...~ Subject to leadtime. f--I BA f-3,-1
PLY 3" CROSS REFERENCE INFORMATION 2' f--I ~T~ -'-N f--I 2-15116" "BARRINGTON" BASTANDARD DUTY CYLINDRICAL LOCKS-ANSI GRADE 2 TUL
CAL-ROYAL BARRINGTON SERIES SPECIFICATIONS AND FUNCTIONS fi$g3 IitWiI'H&i Exposed Trim: Wrought brass, bronze or stainless steel. Door Ranges: Adjustable for 1%" to 13,4" door thickness.
Backset: Standard 23/.\", 23/8", 33/.'" or 5" elCtension available. Strikes: ANSI slrike (standard) 4%" x 1 L/.I". Optional T or full lip strike available. Finishes: US32D, US10B, US3,
US10. Other finishes not shown available subject to quantity and leadtime. Keying: 6-pin "en keyway. 2 keys per lock. Additional Keyways: Schlage E, Russwin D1. Corbin 60, Sargent LA,
FalconlWeiser E. Arrow, Yale GA, and Vale 8. Can also accept Medeeo. Assa, and Kaba High Security Cylinders. Bore Diameter: 1" for latch. 21/a" for lock housing . • Interchangeable COTe:
Interchangeable core locks will accept compatible 6 or7 pin core with BEST, FALCON and ARROW. Prefix "le" before part number. Available combinaled or uncomblnaled. Temporary construction
cores available. Factory keying with control key and maslerkey available. FUNCTIONS Cal-Royal heavy duty cylindrical lock meets or exceeds requirements of BHMAIANSI A156.2 series 4000
for grade 2 (FF-H-106C) KEYED LOCKS I INDICATES FUNCTION AVAILABLE WITH INTERCHANGEABLE CORE KEYED LOCKS CODE NO. DESCRIPTIONS ANSI I CODE NO. DESCRIPTIONS , ANSI ENTRANCE LOCK PUS.4
BUTION <C$) Pustting bunon ifl inside knob loct.s outside knob. Turning F82-2 inside knob Of opemling key in outside knob releases bunon automaticalty. Closing door does not releasa
bu1l0n. Bunon may be fixed in locked position by !urnlng 10 horizonlal I BA-01 position. Inside knob always free. Lalch bol aUiomaticaily deadlocks ..... "hen door ,s c~. ENTRANCE LOCK
TURN sunOJ'II Push,ng [urn-bUllon in inSide knob locks oulside knob. F82-2 ~ Turning mside Mob or operating key in outside knob or operating key in outside knob reteases bullon automatically.
Closing door does nol release bul1on. BUlIon fI"IO"( be fL'!<ed in Iocksd position b', turning to horizonlal positloo. Insida I BA-OO Imob always free. LSlchbol1 aulomslicany deadlocks
when door is closed, ~ INSTITUTION LOCK Dead locking Ialch boh cperaled by Key in knOb flom either FB7-2 BA-09 side. BlJih!<nob al\·r.rf-; fIXed. HOTEL-MOTElLOCJ( ~ Dead locking latch
bon operated by knob from il\$ida at all F93-1 limes. Outside kTwb always fllled. Lalch bell oDerated by key 110m outside e~cept when push button inside is operated thus shur.ing oul
all ~.eys except emergency key. Inside push buUon proy,d;;os lockout featule by kei!ping BA-H1 indicator thlOwn. Turning inside knob 0/closing door releases mcf:calor and shU! OV1IBa!lne.
KEYLESS LOCKS ~ STORE LOCK Dead locking Ialch boH operated by knob hom either side F91-2 e.>:c.ept whe-n auiwe knob 15 locked Irom OU\s~e by key. \-\'hen oLliside knob is locked, ~Ich
boll is operated by key [ CODE NO [ DESCRIPTIONS II ANSliI I o:l2tO I BA-02 in aulsidg knob 01 by rOlaling inside knob. <Cllto CLASSROOM LOCK 08:>...d locking latch oo!! operated by
knob from eiIher side F84-2 e;J;cepl when OV1sick knob is loc'«ed born OU1s1de bj' key. I BA-03 \\lhen outside knob is toc.4.ed. latch boll is operated 0, key in ou1s;de knob or by rotating
insfde knob. ~ COMMUNIE:ATING LOCK Oead IOcklng lalch bolt operated by knob Irom e(lho!r side. FBo-2 BA-04 luming key in either knob locks or by 10lalion inside knob. Oulside knob 'rs
a/-.-.>ays roced. ~ STOREROOM LOCK Dead locklng latch bolt operated by key in CIJ!s!de knob or F86-2 I BA-OS by rOlaling ins.ide knob. OulStde knob is always rl~. VESTIBULE LOCK ~ [P....ad
locking latch 0011 cperated b,. knob Irom either side F88-2 e'lcepl when outside knob is locked bi' key from inside. BA-06 lalch bo!1 may be retr.;cted by key in outside knob OJ by IOillting
inside kIlob. SERVICE STATION LOCK <C$) Dead locking latch toll operated GJ' knob from eiitmr side F92-2 excepl \'man ou!slde knob is locked Ui pl.lsh bunon Inside. Key outside. rotating
ir>s.ide kr.ob 01 closing dool releases push bunon unlocking outside ~ob except when stORed BA-07 push buuon is in a locked position. Inside knob always opsrales. _. __ ._ .... ---.1
CORAIDOR LOCK I <C$) Dead lodung letch t-ol1 operated b'i knob from ,,~hef s"de F9G-2 I e}.cepl wl'o&n oulsjde knob is locked by key in outside ~.nob 0: by push bullcn in inside. Key
in outside knob locks or unlocks ou1side knc.b. Rotation inside knob leleasES push BA-OB bullen. Closing door rel"<lses push bunon, Inside knob always operales. I , I BA-10 o:l2tO i
BA-20 I o:l2tO BA-20H lo:l2tO ~A-30 I o:l2tO I I BA-60 I <mo BA·50 PATIO LOCK Dead Ivck.irlg latch bo~ Cpafaled by kr.ob from either $:00, I OUlsicie knob is Ioc..l-.ed b~' puo;h bullon
ins:da "nd unlockro ti/lolating inskje kncb O! ci-osing door. PRIVACY LOCK I Latch bolt op<:ratw by knob from elil-oBl side. Ol.lts.<:Ia knob I is locke-.:! by push bUi"len inside and
unioc)<.r:d by (;m;;rgs-ncy I releaSe outside. n:.taling inside knob or Closing door. I , HOSPITAL PRIVACY LOCK \ latch bolt opela,ed by knob from eiihar side. Ol.;1s)de knob I is locke-d
by push hu;to!l ir.s:de and un'ock..<>d tr,' lum-bw:Jof"l outs,de. rotating inside knob 01 dcstnQ door. I PASSAGE LATCH LOiCh boli operatro trJ knob hom either s;ce 031 a~1 limes. EXIT
LOCK D""d loc~ng lalch OQ11 Gp'!lalsd lr.Jm inSide only. <Alter knOQ <;t.'l3"(s f,XiOd. EXIT LOCK [)e<ld !0.;:;'-;n9 latch boll CpelJlt-ti frem insidOl onj~, 8l:.1nk piate 0Irl,,:J;;o..
SpeCi~f m~r :hicl-.n':"S-s·. 1 'i; or f::;. I I DUMMY TRIM '~ L BA-40 SINGLE DUMMY TRIM , F77-2 I , I I F76-2 I F7S-2 j F89-2 I ! I I _J Refer to pnce list for functions and finishes
In stock. All other functions and finishes not listed are available on special order, CAL-ROYAL p R o o u c T S, N c. 6605 FLOTILLA ST., COMMERCE, CA 90040 U.S.A, TEL: (323) 888-6601
FAX: (323) 888-6699 Website: cal-royaJ.com • Email: sales@cal-royal.com
Kick.·Dawn Door Holder Metli ANSI AI5&.16Ior Lel3B1 :270D Bm: IWx IW (41 mm ~ 45 mmJ Arm: 3 \II' (9B mmj Mat!rial: C~st Brass nnlsl1es: US3, USIO, USIOB, US15, USI5A USI9, US2!l, US260
Fastenm: 16 x I' Oval head wood screws Replacemenl Rubbor Tip u,~ wllh Haglf 270(1 and ~71D ODor HDld~rs 270R Mato!tat: Rubber Klck·Down Door Holder M~ils ANSI A156.16 ror l01381 '271D
Base: lYI'xlW(41mmx45mmj Arm: 4'1.(121 mm) Mareri.l: CaslBrass Finishes: USJ, USIO, USlna, US26. US260 Fasteners: I6x I' Ovalilliad wood screws Automatic Floor Stop & Holdlll Meets ANSI
A156.15101 l013Dl 326F S\r)l(eHeight IW(J2mm) 327F S\rille Height W.'(~4 mm) 328F Slril<e Height 2'11' (57 mm) 329F Slrillt Heioht 2Y/(70mm) Holder. 3' X·3'!1' (76 mm x B7 mm) Hokler
Projectktn: II~lI' (49 mm) Floor Strike: 2¥1I'~4W(56mm ~ l05mm) Malerial: Brm Finishes: US3, US10, USIOB, US26, US260 fasteners: • 4 each 112·24 x If,' Machine screw (combination slotted
and Phillips head) .3 each 114 x I'll' Flal head machine screw and anchors Note: for use on wood or melal doors and wood or concrete lloms ~~ SuriaclI Bnlt -.----.-.-.. -.. --. -!i §
MeZ'"7'S'OSI A156.161ofl04161 or l84161 len~h 8' (203 mm) r.i.\ Heigh! x Width: W ~ W 16 mm x 19 mm) ,~~, '''lh!J!w: I' (25 mm) ?.'~. : 276D lenq;h?, 12'jJ05 mm) '.... HeighfxWidth:
'A'xW{6mmxI9mm) ""'--···---·'Throw: 1'(25mm) Material: Finish; Fasteners: Nole: Sleel US260 11tJ-24 X I' Flal head machine screw; IHHWxl'flalhead wood strew Universal and angie strikes
1rn::IUlJed i~:~4 SUrt-;~·&-BUit-· .. _____ ·_·_n ..... -.-......... -.--.. M;;.~ k~} Meel.5ANSI ,1,156.16 lor l04151 2780 Bolileoglh: Boll Widlh: Boll Tluow: Base Width: Knob: Surface
Boll Projection: Material: Finishes: Fasleners: Nola: 6' (152 mm) \It (12.5 mm) '\III' (2~ mm) W,,' (17 mm) 'It (12.5 mm) diameter IV,,' (17 mm) Brass US3, US26D Rat heed wood scrEW
Mortise and universal !;trlkes Included a Surface Bolt 10r Dulch D~ors ~ t;,'~ # ·2790 Length: Width: Throw: 41Ja'(111 mm) lW(41mm) VlI'(14mm) Half Round BollSile: W(16mm) Material:
Brass finishes: Fasltners: Nola: US3, US10, USIOB. US2BO 15 x 1''' Wood screw; IS KY,' Wood tCieW Mortise and unlv~rul !;trikes Included 80tJ-~25'9995 www.hagetco.Gom
Concealed Antl-Frlctlun Bearing -Standard Weight FOl U$ft un medium walghl door5 or dccls '&QuIrJn~ medium hOqUOMY '6Ivl~e AB92D SleeJwitl) Steel pin -ANSI A8112 AB923 Srass wilh Stainless
Sleel pin -ANSI A2112 • Hande~ Stainless Sleel with Stainless Sleel pin -ANSIA5112 -,jli2i4'" f---;;;;;;;;;;"'T",-;;;;~~-G::':lni_:rro~~iT--~~~~~!c!.ewTiie--"'-··-"·1 "idJ4" '~""8 _..
'ii-li','2:i4 .1. 1~::dt2 1 Concealed Anll·Frlctinn Beating· Heavy Weight Fo! Ust on haavy welgM dcu", or dOD~ I~qulrin» hi~h haquency ,ervl'" AB930 Sleelwith Slfel pin -ANSIA8111 AD
933 Brass whh Stainless Steel pin -ANSI A2111 • Handad Sla\nless Sleel wM Slllinlns Sical pin -ANSI A5H1 Plain Bearing -Standard Weight FOI un an medium weloht dUOrs 01 doors requiring
low Ilequen&y SBr~l~e 700 SleelwllhSleelpin -ANSI A8133 800 Brm with Stainless Sleel pin -ANSIA2133 Stalnlm Steel with Stainless Steel pin -ANSI A5133 • Nun-;-ising I~movab!~ pin wHh
flush pin and ~luQ • With door closer us~ bill bearing hinoe '--"I~~::,H-Ingi ~IID::~'-]-G~if;I~'IDil}o~~1 "~_-·-·~athln:t!.e~ Ike Wood ~~~~1~.i~.·~ •. j.,~=.~. f.:f.l.~.,~.-:tl.::.j.iH~:-!.i
.'~.iiij~~I.·.t._.:·\.t.ll Sl\4 i 127xl02 ; 0.145 ie, '11 x 12·24 _ 1'/012 l~~tf.~~_l:j~·i·~~~~J' -·}~LLL~~~~~i~~:.;:~~~.1·"~ ... ~J.::;_{;J.~~::' .. ] Concealed Antl-Frit1ion Bearing.
Standard Wulglit For use on medIUm weigh! doon 01 doors re~ulrlng medium Irequen~ urvle. AB700 Sleel wll~ Steel pin -ANSI A6112 AB80D BfilSS with S1alnless Sleet pin -ANSIA2112 S1Blnlp.~s
Sleel wHh Stainffiss Steel pin ·ANSIA5112 • Non-rlslna rlmo~abll pin wllh llush ~In and plug • Available wHh StGu~Coal" Wellms finish (US3SC)ABBOO only ~~flrr~fft~!ff~itl:: 41/2X4'f2
i 11hl14 ! 0.134 8 i '/2xl2-24. 11Iu12 I =~~~~2=mf~~ElHEt3~f3It~~E~"~_~~;~;1=:1 ~ __ ._!!.!i_-.l_ill..~.1!L.L!W.!Li....!I __ L~l\ 12-~_...J.~ 800-325-9995 www.hagelco.com
r,'L ~ Manual Wall Stop and Holder ~ ~..-Meoi;.-ANSl:Affi lifor l01351 ---~ ~~W O"met, 2'1.' 157 mm) ,,_ Prol Ion 3'JM (97 mm) "-~ eper: ,3M x 1 W (21 rnm x 38 mm) Material: Cas! Brass
Flnlshes: US3, US10, U8108, U815, US26, U8260 Fasteners: ~~. stud and anchor Meets At-ISI A156.16 for LD1341 ~6S Same as 256W except: Fasteners: IIaOva1 head tappin!! screws Angled Wall
Slop Meel~ ANSI A156.16 lor L02201 Pro)ect'lon: Material: Finish: 3lJ; (9SmmJ Cast Brass US26D Base; 2'/1' x wide X 3' high (57 mm x 76 mm) Fasteners: 10 x 11,,'1' Machine screws \'/-20
x t/Machine screw with anchors plastic expansion shieldS ~a""''''''' .... ''''''=ii\i,' Roller Bumper Meels ANSI A156.161of L02201 !'t2W Base: 2' (51 mm) diameter Projection: 6%' (162
mm) Materials: Brass, Bronze Finishes: US3, US10, U8108, U826, U526D Fasteners: 18 x l' Flat head wood screws r Curved Roller Bumper Meets ANSI A15611i for l12211 ... 1!3W Projection
2W(67mm) 800-325-9995 www.hagerco.com Malenal: Bruss Finishes: U53, U54, U510, US108, U526, U526D FaSleners: 110 x l' Flat head machine screws e-4td!ii iiii.A -Light Duty Wall Bumper
.. .MWeets ANSI A156,16 lar l0203 Base, Projection: Malerials: Finishes: Fasleners: Note: IN (22 mm) diameter 3Yt(83 mm) Brass, Bronze U53, U54, US5, US10, U510B, U515, U515A, USI9,
U526, U8260 ¥/x h~' Wood screw Replaceable rubber lip available Automatic Wall Stop & Holder Meels ANSI A155.16 Illr l0129 Holder Base: 2W x 27'-\1' (70 mm x 62 mm) Holder Projeclion:
2W (57 mmj Projection (Wall 10 Door): 3W (89 mm) Keeper: l' x 2' (25 mm x 51 mm) Materlal: Cast Brass Finishes: ~~~6~51O, U5108, U526, (~ Fasteners: flO x I" Machtne screws and anchors
Nole: For use w'dh wood or metal doors AutDmatic WalLS1Dp &.Holder Meets ANSI A156.16 for 111Z91 • ~m7W ~~:e:er Holder =:a Projection: Projection 2'l/i' {S1 mm) 3' X 311;,;' (76 mm x
93 mm) 2'(51 mm) (Wall to Door): 31M (87 mm) Material: Finishes: Fasteners: Nole: Cast Brass US3, US4, US10, US1OB, US26, US2S0 #12-24 x W Machine screws; /12 x l' Wood screws; )1/'
20 x W Machine screws with lead expansion shield anchors; #14 x 1 W Wood screws with plastiC expansion shield anchors . for use wHh wood or metal (, doors and wood or concrete floors
-;;; QJ Vl E :§ o ".."... o o Cl '""0 'Q"J -.'.=... QJ ~ .. National Guard Products, Inc. PROTECTION, INSIDE OUT 1-4RA l/oRB 14RDKS 1~ Av.il . . bll for 1 l/~· ,~, .,,," J ~ 112N 1 llzNDKB
%//'"---'/: ---------:~---Security AstragaL g"MAX'MUMHEI~~ ~~ • L::"".' t 145PA Spring !o~dod prntect'.on rl>f p~i" of QlIt>winqlng 14SPII ~o." up t. 9. in height. Pile ' .. ort k>,
w •• th<r . 1./i5POKB prgtntion, .tu,dy .Iumln"m for pry b.r pI.IOCII"., ~ GLass Door AstragaL SeaLs Toll Free Phone 1-800-647-7874 Toll Free Fax 1-800-255-7874 Drip Strips Overhead
Door Bottom SeaL 1:113691'4 B1369NOJ(B T J ~ 21/2' -------< '1/S' 1 2314" 'lB' neoprene liS x 1 114' Stainless Stee1 Screw Oll! glal3 door seat coms!s of tnmluteot PVC dl.noel and nyloo
bruslI foT an attractive solution to a difficult problem. A650 1--6/8' -+-7116' + 7/16'-t-Order as set to receive two pieces Maximum lengthlZO" E-mail: ngpinfo@ngp;nc.com www.ngpinc.com
National Guard Products, Inc. PROTECTION, INSIDE OUT Toll Free Phone Toll Free Fax 1-800-647-7874 .rn 1-800-255-7874 u!.II --------------892 .61llis.jft. a92DKB .61th',/ft. 893 .66lb,,!fI.
893DKB .86lb • ./fl Wall.105 Typ~c.a.1 Wat! ,090 Typ~cal Willi ,166 T m .:-:-==----------31111S" --~ I ~ j 1 T ~ fl 894 .75 lb>,/tt. Ty~ical Wall.11S 1 3112" . Typical Wall .166 I T
~ ~ [}} @!1 All produm this page. 1/2" added to thre~hotds under 61" 1" added to thresholds over 61" ijj-------Bumper Seal Sumper seal Il:!qulred to provid\! 8 seal agalMl 1M door and
Increase the w~ .. th., reSstWlCf! 0/the ttueshokl. VOl)'! ('V') adele<;! unle .... other rnalelisl is ~peoffied. I)}} ~ Nwp'tina ('N'l. 111m SIll PBe ('P'). ~_ ,SlfIcone{'S'). ~ ••
(.5..) IiA Vinyl Foot Seal u~~~::J~ ~a~~~~ 10 Increase the weather resistnnoe olille threshold. Speclfy Oil order /110 x 1-1/,," FH zinc plated---wood 5crews are induded on mill finish
thresholds. ChemicaUy treated 5tainieH steel screws are provided to match DKS finish. All drilwlngs are actual size e~cept as noted. ___ --.:.~.~__.:~ 1 8135 .60 Ibl./It. 8135DKB .60
lb.,/ft.. .w~ .• Typical Wall.115 t • ~------'31,' ---_____ ~ E-mail: ngpinfo@ngpinc.com T !l 1 www.ngpinc.com "