HomeMy WebLinkAboutApplication-PermitGarfield County
Building & Planning Department
108 8th Street, Suite #401 Glenwood Springs, Co. 81601
Offlce:970·945-8212 Fax: 970-384·3470
Inspection Line: 970..384-5003
Building Permit No.
Parcel No: 2395-033-07-006
Locality:
Owner: -------------------~-----~ycads_LLC ···------__
Contractor: Owner
Fees: Plan Check: $ 889.82 Septic: $
-----~-·"--···
Bldg Permit: $ 1,368.95 Other Fees:
-~ .. -~-~---
Total Fees: _$ ___ 2,4:3__1.77
Date:
173.00
·-·~---
I
GARFIELD COUNTY BUILDING PERMIT APPLICATION
108 8ili Street, Suite 401, Glenwood Springs, Co 81601
Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003
www.garfield~countv.com
Authoritv. This application fur a Building Pennit must be signed by the Owner of the property, or an authorized agent. If the signature below is not that of the Owner, a separate
letter of authority, signed by the Owner, must be provided with this Application.
Legal Access. A Building Permit cannot be issued without proof oflcgal and adequate access to the property for purposes of inspections by the Building Department.
Other Permits. Multiple separate pennits may be required: (1) State Electrical Permit, (2) County ISDS Permit, (3) another permitrt.."quired fur use on the property identified above, e.g. State or
County Highway/ Road Access or a State Wastewater Discharge Pennit.
Void Permit. A Building Pennit becomes null and void if !he work authorized is not commenced wifuin 180 days of the date of issuance and if work is suspended or abandoned for 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 Department 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.
Asswning completeness ofthe submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on
the submittals reviewed by the Building Department ~
In consideration of the issuance of the Building Permit, I agree that I and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building
Code, ISDS regulations and applicable land use regulations (County Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location,
construction or use of the structure(s) and facility(ies), described above, arc not in compliance with Cotmty Regulation(s) or any other applicable Jaw.
I hereby grant permission to the Building Department to enter the property, described above, to inspect the work. I further acknowledge that the is..<;uance of the Bmlding Permit does not prevent the
!~u~ild~in~g~O~ffi~"~ial~frof~m!:~~~~ the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structurc(s) or facility(ies) if such is in violation applicable law.
submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions
~~~1~~i~~~!~~::::·: for compliance with federal, state and local laws and CoWlty Regulations rest with me and my authorized agents, including without
~ UNDERSTAND THE NOTICE & CERTIFICATION ABOVE:
STAFF USE ONLY
Special Conditions:
Adjusted Valuation: Plan Check Fee: Permit Fee: Manu home Fee: Mise Fees:
~~ 1'2S .()() ~.n l'?>ti~ • CJ$"
lSDSFee: Total Fees: ~~. 1.}(..1 \533:·31 BP No & Issue Date: ISDS No & Issued Date:
f7';.a:;J 2LL'3\1--:t-IJ\IPIP 11023 ' .
Setbacks: OCCGroup: CoostType: Zoning:
BLDG DEPT: P~GDE~ ( ~~~~~ !8/IJ;(/!!_Pl lfJ(~r!t!J. ~~~~ APPROVAL -. DATE APP VAL DATE
The following items are required by Garfield County for a fmal Inspection:
I) A final Electrical Inspection from the Colorado State Electrical Inspector.
2) Permanent address assigned by Garfield County Building Department and posted at the
structure and where readily visible from access road.
3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows
installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent
kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all
necessary plumbing.
4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running
water, non-absorbent floors, walls finished, and privacy door.
5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks
over 30" high must be constructed to all IBC and IRC requirements including guardrails.
6) Outside grading completed so that water slopes away from the building;
7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of
extenuating circumstances., i.e. weather. Under such circumstances A Certificate of
Occupancy may be issued conditionally.
8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway
installation, where applicable; as well as any final sign off by the Fire District, and/or State
Agencies where applicable.
A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED.
OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED.
OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN
ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES
UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupancy, use and the issuance of a
C.O. for the building identified in the Building Permit.
~ . ~ ~n
I' ' i -.
I
Bapplicationdecember2007
VALUATION FEE DETERMINATION
~pplicant
~ddress
Date
.::B:..:Y:..:C::<AD=S2 ,.;::L:o;L::;:C'-'(W=il,.,li::am::;:..:Yc.::o:::un,.g"-)---Subdivision
Lot/Block
-------------Contractor
Finished (Livable Area):
Main
Upper
Lower
Other
Total
Basement:
Unfinished
Square Feet
Valuation
Conversion of Unfinished to Finished
Total Valuation
Garage:
Carport:
Total Valuation
Crawl Space
Total Valuation
Decks/ Patios
Covered
Open
Total Valuation
Type of Construction:
Occnpancy:
Valuation
Total Valuation
1500 sq.ft
sq.ft
sq.ft
sq.ft X $74.68
lSOO sq.ft
sq.ft X $41.00
sq.ft X $33.68
2346 sq.ftX $18.00
sq.ft X $12.00
sq.ft X $9.00
495 sq.ft X $24.00
Commercial
sq.ft X $12.00
sf X
sf X
sf X
sf X
sf X
sf X
Lazy Diamond
Lot 6/Biock 1
112,020.00
0.00
42,228.00
0.00
11,880.00
0.00
166,128.00
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 line and
original grade. 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.
A window schedule. A door schedule. A floor framing plan, a roof 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. wind speed,
wind exposure B or C, and a 36 inch frost depth.
All sheets 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 incompliance with the 2003 IRC.
1. Is a site plan included that identifies the location of the proposed structure or addition and distances to
the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor
and has the surveyors signature and professional stamp on the drawing? Properties with slopes of
30% or greater must be shown on the 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 surveyor's 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--1AfJ1-
2. Does the site plan also include any other buildings on the property, setback easeq~ents and utility
easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the
property you are applying for a building permit on is located on a corner lot. Special setbacks do
apply.1 ~f Yes fll/4;
3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal
System) and the distances to the property lines, wells (on subject property and adjacent
propert~,pams or water courses?
Yes (j ·
4. Does the site plan indicate the location and direction of the County or private road accessing the
pro~
Yes
111
2
5. 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 a&e~it;~
Yes t,_!l.f!f
6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel
in accordance with the IRC or per stamped engineered design?
Yes itt/#{
7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the
clearances required between wood and earth?
Yes /ta/ff No ___ _
8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and
soffits?
Yes._:.u..A/'ff'l'iff-· _ No ____ _
9. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of
40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind
loads? ,/
Yes !/!J/F
I 0. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
construction?, d
Yes ~f
11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists,
roof rafters or joists or trusses?
Yes h$t{
12. Does the building section drawing or other detail include the method of positive connection of all
columns and ):>earns?
Yes IV'~~
13. 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? (~uilding height measurement usually not to exceed 25 feet)
Yes fv'4f
14. Does the plan include any stove or zero clearance fireplace planned for installation including make
and model and Colorado Phase II certifications or phase II EPA certification?
Yes No ~
3
15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply
with the IRC?
Yes. _____ No__,M'-"-'-/(;11+-(/ __ _
16. Does the plan include a window schedule or other verification that egress/rescue windows from
sleepin~:s and/or basements comply with the requirements of the IRC?
Yes W
17. Does the plan include a window schedule or other verification that windows provide natural light and
ventilation for all habitable rooms?
Yes it'j4f'
18. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing
immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking
surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specifY safety
glazing for these areas?
Yes 1/J?I{ No ____ _
19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on
the plan? f.
Yes PV~
20. Do you understand that if you are building on a parcel of land created by the exemption process or the
subdivision rocess, are building plans in compliance with all plat notes and/or covenants?
Yes '
21. Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to
obtain written permission from the association, if required by that association, prior to submitting
an application for a building permit? The building permit application will be accepted without
it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in
revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans
have been reviewed by the Building Department prior to any action by the HOA that requires either
rev~!Jt!J!r substantial modification of the plans.
Yes ~--'----'--'H~If/(-UJ----
22. Will this be the residential structure on the parcel? 1 J 1 \
,___No ()JIJ!/ Ifno-Explain: rfvi~ r~ c.urrtnt (esl .o...vtt'a-.
117 bv; \t 1-e> Mee.r A;!) lA., .{i.,tvre.. VJooSe. I~Jt:
te sets of construction drawings been submitted with the application? 23. Have two (2) com
Yes ·
Yes v,
24. Do you undW/:{at the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long?
4
25. Have you designed or had this plan designed while considering building and other construction code
requirements?
Yes ·
26. Do your plans comply with all zoning rules and regulations in the County related to your properties
~~e distrik1f
27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection
by the Garfield ounty Building Department?
Yes '· Yf;;
28. Do you understand that approval for design and/or construction changes are required prior to the
applicatio of ese changes?
Y es_""V-'H<Vf--
29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the
time of application submittal and that you will be required to pay the "Permit Fee" as well as any
~~~ad w~1Jor "Septic System" fees required, at the time you pick up your building permit?
I
30. Are you aware that you must call in for an inspection by 3:30 the business day before the
requested inspection in order to receive it the following business day? Inspections will be
made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in
~e!s4-s?:Je4 No _____ _
31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a
$50.00 re-inspe ion fee?
Yes M
32. Are you aware that you are required to call for all inspections required under the IRC including
approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the
building? /4. A/
Yes ?1 /) I
33. Are you aware that the Permit Application must be signed by the Owner or a written authority being
given for~ and that the party responsible for the project must comply with the IRC?
Yes
5
34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and
Plumber to perform installations and hookups, unless you as the homeowner are performing the
work? The license number of the person performing the work will be required at time of
applica~nsJ:lection.
Yes 4/
35. Are you aware, that on the front of the Building Permit Application you will need to fill in the
Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a
building pe it a plication? Your attention in this is appreciated.
Yes. __ ~~~f-------
36. Do you know that the local fire district may require you to submit plans for their review of fire safety
issues?
Yes __ _,t"'01"'<~fh~'-"W'I------(please check with the building department about this requirement)
37. Do you understand that if you are planning on doing any excavating or grading to the property prior
to issua!)fe of a building permit that you will be required to obtain a grading permit?
Yes _J;l!tzt/
38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees
have to be paid and the connections inspected by the service provider prior to the issuance of a
Certificate of ccupancy?
Yes -~iii;/--
I hereby acknowledge that I have read, understand and answered these questions to the best of
my ability. 1.
Date
cJt 303-~0l" (of;3 (
Phone: q?D-LfSG -4595 (days); (evenings)
Project Name: ''i'cu~ 'Re.s(c\€Wice_, ·~. P \ec.e Lot (e
Project Address: ________________________________ __
6
FEE ESTIMATE
FOR S/F STICK BUILT HOMES
(ALL FEES ARE ESTIMATES UNTIL FINAL PLANS ARE REVIEWED)
Applicant:
Job Address:
Subd-Lot/block:
FINISHED LIVING SPACE: jti,OD sf X74.68= --~-----------------------
UNFINISHED BASEMENT: ------------=s:....f X 41.00= ---------------
CRAWL SPACE: -------..LI.::::6..;.o..;.o __ ___:s::...f X 9.00=
A-tl D.:~
GARAGE: f)!fq -1-141-0 sf X 18.00= ---------
UNCOVERED PATIO/DECK: _____ ....:s:....f X 12.00= ---------
COVERED PATIO/DECK: sf X24.00= --------==---------
MISC: ----------------
MIS0 _______________ _
TOTAL VALUATION: ) le 1 1 802
THIS SECTION WILL BE DETERMEND BY GARFIELD COUNTY BUILDING & PLANNING
PLAN REVIEW FEE:
PERMIT FEE:
TOTAL:
PERMIT:
SEPTIC=
PERC:
8G130 4lo'1 clJUt ~
t3l4.55 ·
22L8-01
·~
~·······················
~~[;}. .
No 11166 ·----------~~----Assessor's Parcel No. 2395-033-07-006
lJ V . BUILDING PERMIT CARD
Job AddressO I Home Place GWS -Laz Diamond A Subd Lot 6
Owner BYCADS LLC Address 0205 Alpine Ct. GWS
Contractor _____ O_w_n_e_r _____ .c._ ____ Address same
Date 10/31/2008
Phone # 970-456-4595
Phone #303-881-6631
Setbacks: Front ______ Rear ______ RH _____ LH _______ Zoning -~--=---
s/f on foundation w/ cov. Patios & att. Garagt INSPECTIONS 9'27-Z/39
Soils Test, -J ,, .· ~~~ Hclt~~ Weatherproofing_ .
Footing 1( .. b~D,g t\.5. .?1 t.>tiL 7J. · Mechanical "f:-:?/-fYJ?:~-* Foundation I Z-/ c:·'·-e·1:'l <:-_,...,: .IU • Electrical Rough (State) 1---/7-o 7
Grout , Elect~icai.FinE!I ~?tate) 7 ·-·zr-o?
Underground Plumbing II·() lf.p'6/fJiij Md· Final 7·3f 0 l/ChecklistCo11J.P~I ted?~~·-· ··t4 )
Roug.h Plu bing,~ -~9 IJv. Certificate Occupalinct~-3-£'-__
Frammg • ~ Date _:___(J.,_':"'__ 1'-I:D
Insulation -0 Septic System # __,...::;.._,2-::::;....,o~--------
Roofi ng Date --,. ;r--r----:=----:::r-:-:t-:;;;,--
Drywall -.::5::,c?>-eY9-~ Final -ftl-b-6'${' ?/110;
Gas Piping 4-a -89 -~ Other '-:. =--=---:;;;..-::=.,.-::--=~.---::-.,--,=~~ I* l!t£. )1·-!4-·tJ&J -y.v..J NOTES C.{:). lJ;J:'JJ):c./C)/e. //VS'f.ZL-L
b-'1--~011/~~ /{£/7E5/ GA$ G-A.R.~ cK.yf.~
/3Ct'/L.O;CR.S C.lr/(./: /..S.Stl!E.D, (continue on back) ,.
BUlL IN PE
GARFIELD COUNTY, COLORADO
iNSPECTION WU.l NOT BE flliADE UNlESS
nus CARD !S POSTED ON THE JIOB
Date Issued _}_Q__.• '&~I_,• O'b""'--V'------Permit No.____../_._( _.,_,lle~lQ"'~-----
AGREEMENT
In consideration of the issuance of the permit, the applit:ant 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 corriplied 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.
use~f ()~-t(l)oo(to\\OW\ w4c.ov palie> d-~U()~Q["_Q<i;!:!!le....__
Address or legal Description !-\~~ ~\tle.,_~e,...__e,_C_.""._W_.,S..._ _________ _
Owner 'e'J CC\tl:> Ll.C..
Building Permit Type Re~\d~e
Contractor Q\lll\c:'J
This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection
INSPECTION RECORD
Footin9, Driveway
1/-lr<CB k\ dm<»-1/-'Jhi •~>'P
IC'->1\
Foundation I Grouting/IPIISi£ -I? -/o ·· o Y 'i?'?v Insulation S' -/Y-. -O{.P:'P~4k
F-!1-dt ~ ~ /. GAl{. 1/-/.J. -oY ?""tZ?.
Underground Plumbing Drywall_~-<'?-0 J? ~~ (/
~ 0"-'C,/5-.e T-G-t'l~, ll-" ~·o'b ~
Rough Plumbing 4--/tP-6> ?'j?.:4-) Electric Final (by State Inspector) fu/vr [Prior to Final) tf-lbf
Rough Mechanical ·f.-·z; _ c)T9ev Septic Final /tJ-(p. o;? ,E/[)r;;;-.
Gas Piping 4--/ 0. -"""9 ?e<.J. FINAl 7-3/-0o/ ~-W
floq:s,e:-/-G,.ll.{AG
Electric Rolh (by State Inspector)
(You Must Call For Final Inspection)
{P,;o, to ,,.":,2 /1 ° !!---U:-Notes
Framingq q ~ ·t..o-D .
(to include Roof in place & Windows & Doors installed & Fires topping in place)
THIS PERMIT IS NOT TRANSFERABLE
For Inspection Ca!l970-384-5003 Office 970-945-8212
108 8th Street, Suite 401 Glenwood Springs, Colorado 81601
DO NOT DESTROY THIS CA
~::eROVEDto ·3l-fl? By t. .\Gfmo!J.I,..1'f-Ll...JI,.~V-U~-
PROTECT PERMIT FROM WEATHE
(DO NOT LAMINATE)
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Permit No. /// & 6 --~.~~~~------------------------
I have this day inspected this structure and these
premises and found the following corrections needed:
./J1AI(f SC/~ G4:r V2Q L vK a/p&<:' .s e?A/
J3o;ftl'( ·-,15/fAS.:r cAfl.s e>Af )44 t-V/e::s 4
• //&.~D S!'Er:'7/c ,t;»;t'S:/GA/ -I-//li.S7JIC-C /ft'£/at</.
A/£'1£t? c,o. P£"?2c%tes ..
•
EXT: CAt£LI< A/l?.cp..s 12(')4//L.
AtL I~XTZ: Oa o IS.;s .11/LZ:t!:.D @ Loc./<.,
' cLos-r-q,;?' LCJE/ t:t-l'NLJow -GAR..
5'/EAt.. GAS ..:>L/CJC.v& 5~£;dr Ct<Ao.J'L
?c:llfC:r Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date 7-Z ,T 20 t!9 ~
Building Inspect•• ~~ u;;;&£ -
Phone (970) 945-8212 ..
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at /(o/tff
Permit No. II/ fP (?
I have this day inspected this structure and these
premises and found the following corrections needed:
18~'/ o;c,
~ for Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date .~/ 3 . 20 cv6-
Building Inspector V~ ~
Phone (970) 945-8212 /
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Permit No. /1/6 0
I have this day inspected this structure and these
premises and found the following corrections needed:
A/;:c£P· ~~'-/~s o~ G4 5 +-ORA :lv + ~ =c---f/ J? s
P/-121/ V,eA/T .P/77t: ?1/7
~Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date '3 ~ Z 4=> ---., 20 C7 7
Building Inspector -~z::?:::;:/""__.;_. ~~~ir6~~:::L~~~:;;;:;~~O,~· ~'"'""~---=="'--
/ Phone (970) 945-8212
YOUNG RESIDENCE
LOT 6, LAZY DIAMOND A SUBDIVISION
SECTION 3, TOWNSHIP 7 SOUTH, RANGE 89 WEST, 6TH P.M.
VICINITY MAP
SCALE 1" = 3000'
GARFIELD COUNTY BUIUllNG R!!:QUIREMENTS:
sniiiO<:<>nl<l<IIO""'"""""'It!IW:!<~ -............... ,""" .... ~
-....... -.
"'"'D>OSI.OII> 8011Cl$ttw:t>:>r!llO!~!A) """"'""""' __ ,_(IMti(OI
...,.,_._ ..... ,.>OOOI'T...,.,..,..
;s>.m:mo;..:o:;:l$0<(l(llr.....,,.,""""' ""'.......,_ .. __,.,
>«Wl''I!!"""'-"'<UZI'O>U'><:!IIII-= ~·-"""""""' 1NO ,.,.,. ..... ....... ~-'""""'""'"' ---··
GARFIELD COUNTY, COLORADO
PARCEL# 239503307006
SITE PLAN
SCALE 1" ~ 60'
T
SHEET INDEX
SHEET 1 -TITLE & SITE PLAN
SHEET 2 -MAIN FLOOR PLAN
SHEET 3 -HOUSE AND GARAGE ELEVATIONS
SHEET 4 -HOUSE SECTIONS AND DETAILS
SHEET 5 -HOUSE FOUNDATION PLAN
SHEET 6 -FLOOR FRAMING PLAN AND DETAIL
SHEET 7 -ROOF LAYOUT AND DETAILS
,~ .. 60'
• L
' "
\'.'E ITS
/•if"
Young Residence
STRUCTURAL
CALCULATIONS
Lot 5 Lazy Diamond Subdivision
Glenwood Springs, CO
10/20/08
' "
1'1!1 !TS
Table of Contents
Item Page
Loadings 1
Ftg Cales 1
Level 1 Beam Keys 2
Level 1 Load Cales 3-19
Lateral Review 20
Loadings:
Footing
Design:
Snow= 40 PSF
Res LL = 40 PSF
Partitian DL = 10 PSF
Balconies = 60 (75 PSF used)
Floor DL = 10 PSF
Roof DL = 15 PSF
W max= 4x100 + 21/2(40+10+10) + 10x10 +
42/2(40+15) = 1260# LL and 2345# TL
Allowable Brg per open hole inspection = 2000 PSF
2345/2000 = 1.17' Wide Min= 14" min
Use 16" footing width
Allowable Brg per open hole inspection= 1500 PSF
2345/1500 = 1.57' Wide Min= 19" min
Use 19" footing width
Allowable Brg per open hole inspection= 1000 PSF
2345/1000 = 2.34' Wide Min= 14" min
Use 28" footing width
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BeamChek v2006/icensed to: Edwin Enck-Sun Design Concepts!S-arch Reg# 7077-3255
Roof Beams ~Aoung Residence
~ Date: 10/22/08
Selection 'I -5--1-/8_x_1_3--1-/2_G_L_B_2_4_F--V-4_D_F_/D_F ________ L_u___:=_O_.O __ F::-t..:..:._ ______ --,
Conditions
Min Bearing Area R1= 10.3 in'R2= 10.3 in' DL Defi 0 22 in Suggested Camber 0 34 in
Attributes
Actual
Critical
Status
Ratio
Adjustments
Beam Span
Beam Wt per It
Bm Wt Included
Max Moment
TL Max Defi
LL Max Defl
Section (in')
155.67
142.12
OK
91%
Base Values
Base Adjusted
CvVolume
Cd Duration
Cr Repetitive
Ch Shear Stress
CmWetUse
Cl Stability
17.0ft
16.81 #
286#
28424 '#
L/240
L/360
Shear (in')
69.19
36.27
OK
52%
Fb (psi)
2400
2400
1.000
1.00
1.00
1.00
1.0000
Reaction 1 LL 4760# Reaction 2 LL
Reaction 1 TL 6688# Reaction 2 TL
MaximumV 6688#
Max V (Reduced) 5803#
TL Actual Defi L/261
LL Actual Defl L/367
TL Defi (in) LL Defi
0.78 0.56
0.85 0.57
OK OK
92% 98%
Fv (psi) E (psi x mil) Fe I (psi)
240 1.8 650
240 1.8 650
1.00
N/A
1.00 1.00 1.00
Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
Umform LL: 560 Umform TL: 770 = A
Uniform Load A
6 6
R1 = 6688 R2 = 6688
SPAN= 17FT
Uniform and partial uniform loads are lbs per lineal ft.
4760#
6688#
BeamChek v2006 licensed to: Edwin Enck-Sun Design Concepts!S-arch Reg # 7077-3255
Young Residence
~/oridge
~/ection I 10x 16 HF #2
Conditions NOS 2001
Roof Beams
Date: 10/22/08
Lu = 0.0 Ft
Min Bearing Area R1= 10.0 in'R2= 10.0 in' DL Defl 0.09 in
Attributes
Actual
Critical
Status
Ratio
Adiustments
Beam Span
Beam Wt per ft
Bm Wt Included
Max Moment
TL Max Defl
LL Max Defi
Section (in')
380.40
315.66
OK
83%
Base Values
Base Adjusted
CF Size Factor
Cd Duration
Cr Repetitive
Ch Shear Stress
CmWet Use
Cl Stability
17.0 ft
35.78 #
608 #
17188'#
L/240
L/360
Shear (in')
147.25
36.75
OK
25%
Fb (psi)
675
653
0.968
1.00
1.00
1.00
1.0000
Reaction 1 LL 2720# Reaction 2 LL
Reaction 1 TL 4044# Reaction 2 TL
MaximumV 4044#
Max V (Reduced) 3430#
TL Actual Defi L/741
LL Actual Defi Ll >1000
TL Defl (in)_ LL Defl
0.28 0.19
0.85 0.57
OK OK
32% 33%
Fv (psi) E (psi x mil) Fe (psi)
140 1.1 405
140 1.1 405
1.00
N/A
1.00 1.00 1.00
Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
Uniform LL: 320 Uniform TL: 440 = A
Uniform Load A
6 6
R1 = 4044 R2 = 4044
SPAN= 17FT
Uniform and partial uniform loads are lbs per lineal ft.
2720#
4044#
BeamChek v2006/icensed to: Edwin Enck-Sun Design Concepts!S-arch Reg# 7077-3255
Young Residence Roof Beams
Date: 10/22/08 (!)
Selection I 5-1/8x 13-1/2 GLB 24F-V8 DF/DF Lu = 0.0 Ft Lu @ OH = 0.0 Ft I
Conditions Overhang,
Min Bearing Area R1=4.0in'R2=11.0in' DLDeft 0.21 in
Beam Span 20.0 ft Reaction 1 LL 1768# Reaction 2 LL 5032#
Beam WI per It 16.81 # Reaction 1 TL 2597# Reaction 2 TL 7122#
Bm Wt Included 370 # MaximumV 3774# Overhang Length 2.0 It
Max Moment 25134 '# Max V (Reduced) 3755# Total Beam Length 22.0 It
Attributes
Actual
Critical
Status
Ratio
Adjustments
Loads
I Point LL
4080
2720
TL Max Deft
LL Max Deft
Section (in')
155.67
126.48
OK
81%
Base Values
Base Adiusted
CvVolume
Cd Duration
Cr Repetitive
Ch Shear Stress
CmWet Use
Cl Stability
Cl Stability @ OH
PointTL
B-5610
F = 3740 (OH)
L/240
L/360
Shear (in')
69.19
23.47
OK
34%
Fb (psi)
2400
2385
0.994
1.00
1.00
1.00
1.0000
1.0000
Distance
10.0
2.0
TL Actual Defl L/342 OH TL Actual Defl
LL Actual Defl L/492 OH LL Actual Defl
TL Defl (in) LL Defl OH TL Deft
0.70 0.49 -0.17
1.00 0.67 0.20
OK OK OK
70% 73% 83%
Fv (psi) E (psi x mil) Fe I (psi)
240 1.8 650
240 1.8 650
1.00
N/A
1.00 1.00 1.00
Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
Rb = 0.00 Le@ OH = 0.00 Ft
Pt loads: \c----------"[ID='---------"---.h;dF
6 6
R1 = 2597 R2 = 7122
BACKSPAN =20FT OH =2FT
L/289
L/423
OH LL Deft
-0.11
0.13
OK
85%
Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2.
17
BeamChek v20061icensed to: Edwin Enck-Sun Design Concepts!S-arch Reg# 7077-3255
Young Residence Roof Beams
~ection I (3) 1-3/4x 9-1/2 1.9E TJ Microllam LVL
Date: 10/22/08
Conditions
Attributes
Actual
Critical
Status
Ratio
Adjustments
Loads
I Point LL
4760
Min Bearing Area
Beam Span
Beam Wt per It
Bm Wt Included
Max Moment
TL Max Deft
LL Max Deft
Section (in')
78.97
60.26
OK
76%
Base Values
Base Adjusted
CF Size Factor
Cd Duration
Cr Repetitive
Ch Shear Stress
CmWetUse
Cl Stability
PointTL
B = 6688
Lu = 0.0 Ft
R1= 4 5 in' R2= 4 5 in' DL Deft 0 05 in
8.0 It Reaction 1 LL 2380# Reaction 2 LL
12.81 # Reaction 1 TL 3395# Reaction 2 TL
103 # MaximumV 3395#
13479 '# Max V (Reduced) 3385#
L/240 TL Actual Deft L/555
L/360 LL Actual Deft L/787
Shear (in') TL Defl (in) LL Defl
49.88 0.17 0.12
17.82 0.40 0.27
OK OK OK
36% 43% 46%
Fb (psi) Fv (psi) E (psi x mil) Fe I (psi)
2600 285 1.9 750
2684 285 1.9 750
1.032
1.00 1.00
1.00
N/A
1.00 1.00 1.00 1.00
1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
Distance
4.0
Pt loads: k---------'=[ID"'----------!. L:::,. L:::,.
R1 = 3395 R2 = 3395
SPAN= 8FT
Uniform and partial uniform loads are lbs per lineal ft.
2380#
3395#
BeamChek v2006/icensed to: Edwin Enck-Sun Design Concepts!S-arch Reg# 7077-3255
Young Residence
(§)
Selection I (3) 2x 12 HF #2
Conditions NDS 2001
Attributes
Actual
Critical
Status
Ratio
Adjustments
Min Bearing Area
Beam Span
Beam Wt per ft
Bm WI Included
Max Moment
TL Max Defl
LL Max Defl
Section (in')
94.92
79.82
OK
84%
Base Values
Base Adiusted
CF Size Factor
Cd Duration
Cr Repetitive
Ch Shear Stress
CmWetUse
Cl Stability
Roof Beams
Date: 10/22/08
Lu = 0.0 Ft
R1= 56 in' R2= 56 in' DL Defl 0 04 in
10.0 ft Reaction 1 LL 1600# Reaction 2 LL
12.3 # Reaction 1 TL 2262# Reaction 2 TL
123# MaximumV 2262#
5654'# Max V (Reduced) 1837#
L/240 TL Actual Defl L/820
L/360 LL Actual Defl L! >1000
Shear (in') TL Defl (in) LL Defl
50.63 0.15 0.10
18.37 0.50 0.33
OK OK OK
36% 29% 31%
Fb (psi) Fv (psi) E (psi x mil) Fe I (psi)
850 150 1.3 405
850 150 1.3 405
1.000
1.00 1.00
1.00
N/A
1.00 1.00 1.00 1.00
1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
Umform LL: 320 Umform TL: 440 = A
R1 = 2262 R2 = 2262
SPAN= 10FT
Uniform and partial uniform loads are lbs per lineal ft.
1600 #
2262#
BeamChek v2006 licensed to: Edwin Enck-Sun Design Concepts/S-arah Reg# 7077-3255
Roof Beams /'IF ung Residence
Q) Date: 10122108
Selection lr-(3-)-2x-12_H_F_#_2 ____________ _::L:_::u:::=:.:..O_:_.O.:.:.F:::t:::..:_:c___Lu_@_O_H_=-0.-0--,Ftl
Conditions Overhang, NOS 2001
Min Bearing Area R1= 2 9 in'R2= 11 4 in' DL Deft 0 03 in
Beam Span 10.0 It Reaction 1 LL 800# Reaction 2 LL 3200#
Beam Wt per It 12.3 # Reaction 1 TL 1183# Reaction 2 TL 4615 #
Bm WI Included 154 # MaximumV 2322# Overhang Length 2.5ft
Max Moment 5778 '# Max V (Reduced) 2310# Total Beam Length 12.5 It
Attributes
Actual
Critical
Status
Ratio
Adjustments
Loads
I Point LL
2400
1600
TL Max Deft
LL Max Deft
Section (in')
94.92
81.57
OK
86%
Base Values
Base Adjusted
CF Size Factor
Cd Duration
Cr Repetitive
Ch Shear Stress
Cm Wet Use
Cl Stability
Cl Stability @ OH
PointTL
B = 3382
F = 2262 (OH)
L/240
L/360
Shear (in')
50.63
23.10
OK
46%
Fb (psi)
850
850
1.000
1.00
1.00
1.00
1.0000
1.0000
Distance
5.0
2.5
TL Actual Deft Ll >1000 OH TL Actual Deft
LL Actual Deft Ll >1000 OH LL Actual Deft
TL Defl (in) LL Deft OH TL Defl
0.09 0.06 0.01
0.50 0.33 0.25
OK OK OK
17% 18% 5%
Fv (psi) E (psi x mil) Fe I (psi)
150 1.3 405
150 1.3 405
1.00
NIA
1.00 1.00 1.00
Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
Rb = 0.00 Le @ OH = 0.00 Ft
PI loads: k----------"~=----------~----'='F
6 6
R1=1183 R2=4615
BACKSPAN =10FT OH =2.5 FT
L I >1000
L I >1000
OH LL Defl
0.01
0.17
OK
6%
Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2.
BeamChek v2006/icensed to: Edwin Enck-Sun Design Concepts!S-arch Reg# 7077-3255
Young Residence ~ction I (3) 2x 8 HF #2
Conditions NOS 2001
Attributes
Actual
Critical
Status
Ratio
Adjustments
Min Bearing Area
Beam Span
Beam Wt per ft
Bm Wt Included
Max Moment
TL Max Defl
LL Max Defl
Section (in')
39.42
16.28
OK
41%
Base Values
Base Adjusted
CF Size Factor
Cd Duration
Cr Repetitive
Ch Shear Stress
Cm Wet Use
Cl Stability
Roof Beams
Date: 10/22/08
Lu = 0.0 Ft
R1= 1 7 in' R2= 1 7 in' DL Defl 0 03 in
8.0 ft Reaction 1 LL 480# Reaction 2 LL
7.93# Reaction 1 TL 692# Reaction 2 TL
63# MaximumV 692#
1383 '# Max V (Reduced) 587#
L/240 TL Actual Defl Ll >1000
L/360 LL Actual Defl Ll >1000
Shear (in') TL Defl (in) LL Defl
32.63 0.09 0.06
5.87 0.40 0.27
OK OK OK
18% 21% 22%
Fb (psi) Fv (psi) E (psi x mil) Fe I (psi)
850 150 1.3 405
1020 150 1.3 405
1.200
1.00 1.00
1.00
N/A
1.00 1.00 1.00 1.00
1.0000 Rb = 0.00 le = 0.00 Ft Kbe = 0.0
Umform LL: 120 Umform Tl: 165 =A
II 'Load A
~ ~
R1 = 692 R2 = 692
SPAN =8FT
Uniform and partial uniform loads are lbs per lineal ft.
480#
692#
BeamChek v2006 licensed to: Edwin Enck-Sun Design Concepts/S-arch Reg# 7077-3255
Roof Beams ~H ung Residence
~ Date: 10/22/08
Selection fr--3--1-/8_x_1_5_G_L_B_16-F--V-2-H-F/_H_F _________ L_.u_:.:=_O_.O_F-,-t~--------,
Conditions
Min Bearing Area R1 = 8 7 in' R2= 8 7 in' DL Defl 0 10 in Suggested Camber 0 15 in
Attributes
Actual
Critical
Status
Ratio
Adjustments
Beam Span
Beam WI per It
Bm Wt Included
Max Moment
TL Max Defl
LL Max Defl
Section (in')
117.19
106.37
OK
91%
Base Values
Base Adjusted
CvVolume
Cd Duration
Cr Repetitive
Ch Shear Stress
Cm Wet Use
Cl Stability
13.0 It
11.39 #
148 #
14183 '#
L/240
L/360
Shear (in')
46.88
27.11
OK
58%
Fb (psi)
1600
1600
1.000
1.00
1.00
1.00
1.0000
Reaction 1 LL 3120# Reaction 2 LL
Reaction 1 TL 4364# Reaction 2 TL
MaximumV 4364#
Max V (Reduced) 3525#
TL Actual Defl L/446
LL Actual Defl L/623
TL Defl (in) LL Defl
0.35 0.25
0.65 0.43
OK OK
54% 58%
Fv (psi) E (psi x mil) Fe 1. (psi)
195 1.4 500
195 1.4 500
1.00
N/A
1.00 1.00 1.00
Rb = 0.00 Le = 0.00 Ft Kbe-0.0
Un1form LL: 480 Uniform TL: 660 = A
Uniform Load A
6 6
R1 = 4364 R2 = 4364
SPAN= 13FT
Uniform and partial uniform loads are lbs per lineal ft.
3120#
4364#
BeamChek v2006 licensed to: Edwin Enck-Sun Design Concepts!S-arch Reg# 7077-3255
ng Residence Roof Beams
Date: 10/22/08
ction 'I -(2_)_1--3-/4_x_1_1--7-/-8 -1-.9-E_T_J_M_i-cr_o_ll_am_L_V_L ______ L_:u::_=:c.O_.O=Ft-"'-'---------,
Conditions
Attributes
Actual
Critical
Status
Ratio
Adjustments
Min Bearing Area
Beam Span
Beam Wt per ft
Bm Wt Included
Max Moment
TL Max Defl
LL Max Defl
Section (in')
82.26
65.30
OK
79%
Base Values
Base Adjusted
CF Size Factor
Cd Duration
Cr Repetitive
Ch Shear Stress
Cm Wet Use
Cl Stability
R1= 58 in' R2= 58 in' DL Defl 0 13 in
13.0 ft Reaction 1 LL 3120# Reaction 2 LL
10.68 # Reaction 1 TL 4359# Reaction 2 TL
139 # MaximumV 4359#
14168 '# Max V (Reduced) 3696#
L/240 TL Actual Defl L/336
L/360 LL Actual Defl L /470
Shear (in') TL Defl (in) LL Defl
41.56 0.46 0.33
19.45 0.65 0.43
OK OK OK
47% 71% 77%
Fb (psi) Fv (psi) E (psi x mil) Fe I (psi)
2600 285 1.9 750
2604 285 1.9 750
1.001
1.00 1.00
1.00
N/A
1.00 1.00 1.00 1.00
1.0000 Rb= 0.00 Le = 0.00 Ft Kbe = 0.0
Umform LL: 480 Uniform TL: 660 = A
Uniform Load A
6 6
R1 = 4359 R2 = 4359
SPAN= 13FT
Uniform and partial uniform loads are lbs per lineal ft.
3120#
4359#
BeamChek v2006 licensed to: Edwin Enck-Sun Design Concepts!S-arch Reg# 7077-3255
Roof Beams ~I ung Residence
c_:__} Date: 10/22/08
Selection 'I -(4_)_2_x_1_2_H_F_#_2 ______________ L_u.;;.=--0-.0----Ft-----------,
Conditions NOS 2001
Attributes
Actual
Critical
Status
Ratio
Adjustments
Min Bearing Area
Beam Span
Beam WI per ft
Bm WI Included
Max Moment
TL Max Deft
LL Max Defl
Section (in')
126.56
119.37
OK
94%
Base Values
Base Adiusted
CF Size Factor
Cd Duration
Cr Repetitive
Ch Shear Stress
CmWetUse
Cl Stability
R 1 = 8.4 in' R2= 8.4 in' DL Deft 0 05 in
10.0 ft Reaction 1 LL 2400# Reaction 2 LL
16.4 # Reaction 1 TL 3382# Reaction 2 TL
164 # MaximumV 3382#
8455'# Max V (Reduced) 2748#
L/240 TL Actual Deft L/731
L/360 LL Actual Deft Ll >1000
Shear (in') TL Deft (in\ LL Deft
67.50 0.16 0.12
27.48 0.50 0.33
OK OK OK
41% 33% 35%
Fb ( ') psi F ( ') V pSI E (psi x mil) Fe (psi)
850 150 1.3 405
850 150 1.3 405
1.000
1.00 1.00
1.00
N/A
1.00 1.00 1.00 1.00
1.0000 Rb = 0.00 Le= 0.00 Ft Kbe = 0.0
Uniform LL: 480 Uniform TL: 660 = A
Uniform Load A
D D
R1 = 3382 R2 = 3382
SPAN= 10FT
Uniform and partial uniform loads are lbs per lineal ft.
2400#
3382#
BeamChek v2006 licensed to: Edwin Enck-Sun Design Concepts!S-arch Reg# 7077-3255
Younge
K
Selection
Conditions
Attributes
Actual
Critical
Status
Ratio
Adjustments
Loads
I Point LL
2400
Roof Beams
Date: 10/24/08
I (3) 1-3/4x 9-1/2 1.9E TJ Microllam LVL
Min Bearing Area R1 = 3.0 in' R2= 3.0 in' DL Defl 0.03 in
Beam Span 8.0 It Reaction 1 LL 1600# Reaction 2 LL
Beam Wt per It 12.81 # Reaction 1 TL 2222# Reaction 2 TL
Bm Wt Included 103 # MaximumV 2222#
Max Moment 7827 '# Max V (Reduced) 2117 #
TL Max Defl L/240 TL Actual Defl L /925
LL Max Defl L/360 LL Actual Defl L/ >1000
Section (in') Shear (in') TL Defl (in) LL Defl
78.97 49.88 0.10 O.D7
34.99 11.14 0.40 0.27
OK OK OK OK
44% 22% 26% 28%
Fb (psi) Fv (psi) E (psi x mil) Fe 1. (psi)
Base Values 2600 285 1.9 750
Base Adjusted 2684 285 1.9 750
CF Size Factor 1.032
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
CmWet Use 1.00 1.00 1.00 1.00
Cl Stability 0.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
Uniform LL: 100 Uniform TL: 120 =A
PointTL Distance
B-3382 4.0
Uniform Load A
Pt loads: .\:-----------"'[ID='-----------:;1
6 6
R1 = 2222 R2 = 2222
SPAN= 8FT
Uniform and partial uniform loads are lbs per lineal ft.
f\S
1600#
2222#
BeamChek v2006 licensed to: Edwin Enck-Sun Design Concepts!S-arch Reg# 7077-3255
Younge
L
Selection
Conditions
Attributes
Actual
Critical
Status
Ratio
Adjustments
Roof Beams
Date: 10/24/08
I (3) 1-3/4x 9-1/2 1.9E TJ Microllam LVL
Min Bearing Area R1= 4.0 in' R2= 4.0 in' DL Deft 0.13 in
Beam Span 12.0 ft Reaction 1 LL 2160# Reaction 2 LL
Beam Wt per ft 12.81 # Reaction 1 TL 2976# Reaction 2 TL
Bm Wt Included 154 # Maximum V 2976#
Max Moment 15468 '# Max V (Reduced) 2871 #
TL Max Defi L/240 TL Actual Defi L/311
LL Max Defi L/360 LL Actual Defi L/430
Section (in') Shear (in') TL Defi (in) LL Defi
78.97 49.88 0.46 0.34
69.16 15.11 0.60 0.40
OK OK OK OK
88% 30% 77% 84%
Fb (psi) Fv (psi) E (psi x mil) Fe I (psi)
Base Values 2600 285 1.9 750
Base Adjusted 2684 285 1.9 750
CF Size Factor 1.032
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
CmWet Use 1.00 1.00 1.00 1.00
Cl Stability 0.0000 Rb-0.00 Le = 0.00 Ft Kbe = 0.0
2160#
2976#
Loads Uniform LL: 100 Umform TL: 120 = A [. Po~in~t~L7L--~P~o~in~t~T~L----~~D~is~ta=n~c~e~------~~~~~~~--------------------,
3120 B = 4359 6.0
Uniform Load A
Pt loads: ffil ~~----------~-----------~~
R1 = 2976 R2 = 2976
SPAN= 12FT
Uniform and partial uniform loads are lbs per lineal ft.
p[[..
BeamChek v2006/icensed to: Edwin Enck-Sun Design Concepts!S-arch Reg# 7077-3255
Prepared by: Date: 10/24/08
Selection 6x 6 DF-L#2 Solid Wood Column
Conditions Using values for 5x + solid sawn, Posts and Timbers. NDS 2001
Wet Use
Load 7122# Column Area 30.25 in'
Actual Height 12.0 It le d 1 Effective Ht 144in
Unbraced d1 12.0 It le d2 Effective Ht 144in
Unbraced d2 12.0 It Ke Buckling Mode 1.0
Attributes and Values Controlling d is 5.5 inches
Base Values
le/d psi Area (in') Base Adjusted
Actual 26 235 30.25 CF Size Factor
Critical 50 415 17.18 Cd Duration
Status OK OK OK Cm Wet Use
Ratio 52% 57% 57% Cp Stability
Kf 1.00
c 0.80
KcE 0.30
FeE 569
Fe II (psi) E (psi x mil)
700 1.3
415 1.3
1.00
1.00
0.91 1.00
0.65
Note: A wood plate under this column must have an Fe value, perpendicular to the grain, greater than 235 psi.
BeamChek v20061icensed to: Edwin Enck-Sun Design Concepts!S-arch Reg# 7077-3255
Young
Beam B Interior End Prepared by: Date: 10/24/08
Selection
Conditions
(4) 2x 6 DF-L #2 Nailed Built-Up Wood Column
Using values for 2x and 4x solid sawn, Dimension Lumber. NOS 2001
Laminate built-up nailed columns per NOS 15.3.3.1 or per local code.
Load 6688# Column Area 33.0 in2
Actual Height 10.0 ft le d1 Effective Ht 120in
Unbraced d1 10.0 ft le d2 Effective Ht 120in
Unbraced d2 10.0 ft Ke Buckling Mode 1.0
Kf 0.60
c 0.80
KcE 0.30
FeE 1008
Attributes and Values Controlling d is 5.5 inches Fe II (psi) E (psi x mil)
le/d psi
Actual 22 203
Critical 50 487
Status OK OK
Ratio 44% 42%
Base Values
Area (in 2) Base Adjusted
33.0 CF Size Factor
13.72 Cd Duration
OK Cm Wet Use
42% Cp Stability
1350
487
1.10
1.00
1.00
0.33
1.6
1.6
1.00
Note: A wood plate under this column must have an Fe value, perpendicular to the grain, greater than 203 psi.
BeamChek v2006 licensed to: Edwin Enck-Sun Design Concepts/S-arch Reg# 7077-3255
Young .MJ.--~M "?0t:7f
Bearo1(not) B Interior End'
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Prepared by: Date: 10/24/08
Selection
Conditions
(3) 2x 6 DF-L #2 Nailed Built-Up Wood Column
Using values for 2x and 4x solid sawn, Dimension Lumber. NDS 2001
Laminate built-up nailed columns per NDS 15.3. 3.1 or per local code.
Load
Actual Height
Unbraced d1
Unbraced d2
3995#
10.0 It
10.0 It
10.0 It
Column Area
le d1 Effective Ht
le d2 Effective Ht
Ke Buckling Mode
24.75 in'
120in
120in
1.0
Kf 0.60
c 0.80
KcE 0.30
FeE 675
Attributes and Values Controlling d is 4.5 inches Fe II (psi) E (psi x mil)
le/d psi
Actual 27 161
Critical 50 360
Status OK OK
Ratio 54% 45%
Base Values
Area (in') Base Adjusted
24.75 CF Size Factor
11 '11 Cd Duration
OK Cm Wet Use
45% Cp Stability
1350
360
1.15
1.00
1.00
0.23
1.6
1.6
1.00
Note: A wood plate under this column must have an Fe value, perpendicular to the grain, greater than 161 psi.
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Parcel Detail
Garfield County Assessor IT reasurer
Parcel Detail Information
Page I of 4
Assess_gr/Treasurer ProRerty Search I Assessor S~l!set Uuery I Asmsor Saj~_s Search
Clerk S R~~grder Rec~Rtion Sear~h
Ba~ic Building Characteristi~;_~ I TaK Information
ParceLOetail I Value DetajJ I Sales Uelail I ReALdentiai/CommerciallmRrQYement Det!l]
Land DetiljJ I Photogn:whs I MJII Levy Revenues Detail
IT ax Area II Account Number II Parcel Number 112007 Mill Levy I
I 008 II R080843 II 238503307008 II 80.588 I
---------------------------
Dwner Name and Mailing Address
jBYCADS. LLC
13880 PINEHURST CIRCLE
jDENVER. CO 80235
Assessor's Parcel Description
(Not to be used as a legal description)
jSECUWN.RNG:3-7-88 SUB:LAZY
jDIAMOND A SUB LOT:8 PRE:R080507
jRECPT:758804 RECPT:750884 BK:I747
IPG:844 RECPT:888873 BK:I747 PG:843
IRECPT:888872 BK:I712 PG:437
IRECPT:878284 BK:I388 PG:287
IRECPT:813048 BK:I388 PG:288
jRECPT:813045 BK:0838 PG:0802
http:!/ www.garcoact.com/ assessor I parcel.asp? Parce1Number=23 8503 3070 OS
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10/31/2008
Parcel Detail Page 2 of4
Location
I Physical Address: I!GlENWOOO SPRINGS I
I Subdivision: jjlAZY DIAMOND A SUB I
I Land Acres: 114.69 I
I Land Sq Ft: \ID I
I Section II Township II Range I
I 3 II 7 II 89 I
2008 Property Tax Valuation Information
II Actual Value II Assessed Value I
I Land: II 215.0DDII 62.3501
I Improvements: II oil oj
I Total: II 215.oooll 62.3501
AddLtLonal Valy§ Detail
Most Recent Sale
Sale Date: 116123/2008
Sale Price: 11495.000
Basic Building Characteristics
Number of Residential jo I Buildings:
Number of Comm/lnd jo I Buildings:
No Building Records Found
http:! I www.garcoact.coml assessor I parcel.asp?Parce1Number=23S50330700 S 10131/2008
Parcel Detail Page 3 of4
Tax Information
I Tax Year II Transaction Type II Amount I
I 2007 II Interest Charge II $37.781
I 2007 II Tax Payment: Whole II ($3.778.16)1
I 2007 II Interest Payment II ($37.78)1
I 2007 II Tax Amount II $3.778.161
I 2006 II Tax Payment: Whole II ($3.128.40)1
I 2006 II Tax Amount II $3.128.401
I 2005 II Interest Payment II ($83.82)1
I 2005 II Interest Charge II $83.821
I 2005 II Tax Payment: Whole II ($3.130.64)1
I 2005 II Tax Amount $3.130.641
I 2004 II Tax Payment: Whole ($3.161.24)1
I 2004 II Tax Amount I $3.161.241
I 2003 I Tax Payment: Whole II ($2.788.54)1
I 2003 Tax Amount II $2.788.541
I 2002 Tax Payment: Whole II ($2.485.84)1
I 2002 I Tax Amount II $2.485.841
I 2001 II Tax Payment: Ser::ond Half II ($1.256.06)1
I 2001 II Tax Payment: First Half II ($1.256.06)1
2001 II Tax Amount II $2.512.121
2000 II Interest Payment II ($13.78)1
2000 II Interest Charge II $13.781
2000 II Tax Payment: Ser::ond Half II ($1.377.601
I 2000 II Tax Payment: First Half II ($1.377.61)1
I 2000 II Tax Amount II $2.755.221
I 1888 II Tax Payment: Whole II ($2.541.14)1
I 1888 II Tax Amount II $2.541.141
http:!/ www.garcoact.com/ assessor I parcel.asp?Parce1Number=23S50 330700 S 10/31/2008