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HomeMy WebLinkAboutApplication - PermitGarfield County Building & Sanitation Department 1 081fh Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 I NO. 10315 JobAddress LD+ {al Gca_'SD M-e~ :B.tlJ~ Natureof~ork~r::P' E~{~OO~ CJi) Use of Bmldmg H e K L..a. owner fn COfla 0 { { ~ GaS Conrractor \JTo Whee~ ~~Q:b~ AmountofPermit$ 4 3.~ Date ,q { 3\-D Clerk "f-.-./ lL/~ GARFIELD COUN1Y BUILDING PERMIT APPLICATION 108 a·· Street, Suite 201, Glenwood Spfintla, CO 81601 Phone: 970-945·8212 I Fax: 970-384-3470 /Inspection Une: 970-384-5003 Permit No: Parcel/Schedule No: 2403-093-00-043 ID~\5 ----------------- I Job Address: SE Y.. SW Y.. of Section 9 T7S R93W 6th Garfield County I ' ' I 1 Lot No: .e.&-~' Block No~~..,-subd. 1 Exemption: (;ra 55 Mesa.. I 2 Owner: Address~ CR 215. Ste 100 Plr Wk Ph: En Can a Oil & Gas Parachute co 81635 · 970-285·2600 3 Contractor : Address: Ill East 3 ... , Ste 216 Ph: 970-625 8433 Lie. No. Wat!on Wheel Con~nltino Rifle. CO 81650 • 4 Arc hite a /EnginfAr: • I Address: Casp er WY Ph: 3 07-472 7722 Lie. No. Yower ::services, nc ' - 5 Sq. Ft. of Building: 18 0 Sq. Ft-~:'1 ~ Heildtt: 9' No. of Floors: I 6 Use of Building: Pro te ct, concea l, and d am pen noise fr om w a ter pump. 7 Describe Work Inst all New Building 12' x 15' (Fox Lake) 8 Class of Work ~ New 0 Al teration 0 Remove 0 Addition 0 Move 9 Garage: N/ A Cl Single Carport: Cl Single I D D oubl e 0 Doubl e 10 o Driveway Permit CJ On-Site Sewage o Site Plan N/ A Disposal I 11 Valuation ofWork: $ 18,000... Adjusted Valuations: S /J< ()DC) 12 Special Conditions: (J, /L.. • /{? ~. _ Fi!:f J ~ )D-07 : NOTICE Plan Check Fee: Permit Fee: A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE /t:::ir\ 713 7 t-.._ .; 1 ISSUED BY THE STATE OF COLORADO. j'<..;', fo ( .£.. 7 • L_.) ! ~.;;rg=Dsr;~~~~~~E~o~~~~o~A~~~~~;"ON Total Fee: Dated Permit Issued: ! CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A )rfJ PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1' 0 3 . g ~ , ~~~:~~:~~KN~~T~"~~~~ ~~~.:r,ego~. ALL oc_:e~p_: , 1 Canst. ~n 1 PROVISIONS OF LAWS GOVERNING T HIS 1YPE OF WORK WILL BE ·b.JC_ Y .....tL b/ COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE 1-=-~.~~....;;;;;~--..&.--+=---:---:----------.., GRANTING OF A PERMIT DOES NOT PRESU M E TO GIVE AUTHORITY Zonmg: Setbacks: TO VIOLATE OR CAN CEL THE PROVI SIONS OF ANY OTH ER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF..._CO~U~ I ... ~ .-{L,/ J\ ~-~ff 5_~ .~~ Manu. Home: ISDS No. & Fee: ~ ''uNr 1 J utu t. ~.~ \.\..//J ~h.-9~Jh .~~ I BWO D~r;DAr ~ ' PLNG. ~~~E fe/J'I/t1e_ AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPUCANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONmACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND US REGULATIONS ADOPTED BY OARFIELD COUN"IY PURSUANT TO AUTHORI1Y GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT THE ABOVE SAID ORDINANCES ARE NaT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBE STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUN"IY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. TiiE ISSUANCE OF A PERM!' BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NaT PREVENT THE BUILDING OFFICIAL FROM THEREAFI'E ~REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEIN '!J\ CARRIED ON TiiEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF TifiS JURISDICTION. j_\'Y THE REVIEW OF SUBMI'ITED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTI1VI"E AN ACCEPTANCE OF Mo J \. RESPONSIBIUTIES OR UABUTIES BY GARF1ELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBIU'N FOR THESE ITEMS AN IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITii THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. Rt;ENTS ARE INTENDE 1 TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. ..........-:::>l ~ 05 Garfom.003 ~ • I• \ ~1~i4},~~VE:jj]_~RSr;J::~'&#?"iio ~~~¥<r- The following items are required by Garfield County for a fmal inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished root: a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stoo1, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on ba1conies or decks over 30" high constructed to a11 me and me requirements ; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until a11 the required items are completed and a final inspection made; 8. A fina1 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, anchor State Agencies where applicable. A CERTIFICATE OFOCCUPANCY WILL NOT BE ISSUED UNTIL ALL TI-lE ABOVE ITEMS HAVE BEEN COMPLETED . ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit# l 031$ ~IdoL¥ ~s:~ S-:J...b -tJ? Date GARFIELD COUNTY B~DING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDffiONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor sball be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. 1 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, insulatio~ sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevatio~ a 90 M.P.H. windspe~ 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 incompliance with the 2003 me, IPC, IMC and IFGC. 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: Sution 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 ,/"" 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes No Not necessary for this project ~ 3. 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 iss~ce .only" or similar language? Yes v_· _ No Not necessary for this proJeCt~-- 2 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. Is the I.S .D.S. (Individual Sewage Disposal System) designe~ stamped and signed by a Colorado Registered Engineer? Yes No Not necessary for this project V' Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes 7 Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes No __ Not necessary for this project ./ If the building is a pre-engineered structure, is there a stampe~ signed engineered foundation plan for this building? Yes ;/ No__ Not necessary for this project:___ Do the plans indicate the location and size of ventilation openings for under floor crawl spaces ancj.,the clearances required between wood and earth? Yes __ v_ No Not necessary for project:___ Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes No Not necessary for this project / Do the plans include design loads as required under the me or IR.C for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes v No Not necessary for this project. __ Do the plans include design loads as required for floor loads under the me or IRC? Yes__ No__ Not necessary for this project ~ Does the plan include a building section drawing indicating foundation, wall , floor, and roof consJruction? Yes_/_ No.__ Not necessary for this project. __ Is the wincj,speed and exposure design included in the plan? Yes v No Not necessary for this project. __ Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? / Yes__ No__ Not necessary for this proj ect. __ 3 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes / No__ Not necessary for this project. __ 16. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Check applicable zone district for building height maximum) Yes ¥" No__ Not necessary for this project'--- 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes No Not necessary for this project / 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the me or IRC? / Yes No__ Not necessary for this project'--v_ 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the me or IRC? Yes No__ Not necessary for this project / 20. Does the plan include a window schedule or other verification that windows provide naturalli_ght and ventilation for all habitable rooms? Yes v No Not necessary for this project'--- 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes ~ No__ Not necessary for this project'--- 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes / No Not necessary for this project. __ _ 23. Have all areas in the building been accurately identified for the intended use? (Occup8J1CY as identified in the me Chapter 3) Yes V No__ Not necessary for this project,_ __ 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be i~e in this building? Yes V' No__ Not necessary for this project. __ 4 25 . Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes__ No Not necessary for this project V 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes__ No Not necessary for this project V" 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No --Not necessary for this project / 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes .,/"" No -- 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes / No Not necessary for this project __ 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes v No. __ 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For comer lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes v No --- 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes / No -- 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact,, fees required, at the time you pick up your building permit? Yes___L No __ 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? 5 Yes / No __ 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the J]niform Codes? Yes / No __ 36. Are you aware that you must caD in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30a.m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. 37. Are you aware that requesting inspections on work that is not ready or not accessible will resul}in a $50.00 re-inspection fee? Yes_v_ No ___ _ 38. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes /No ___ _ 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be re~· at time of inspection. Yes No ---- 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcell Schedule Number for the lot you are applying for this permit on prior to submittal yf the building permit application? Your attention in this is appreciated. Yes V No ---- 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes v-No (Please check with the building department about this requirement) 6 42. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes / I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. L~ ~~na;;r ~ ..S~ll..e, Date Phone: (days); (evenings) ProjectName: LJ~ Fox /k/JfjJ btA""r Project Address:&~ .S w~ Sec 9: 1:/.S. A tfJ IV t d 1 ~AA.fN;y Ch"~ 1 Jo, Note: If you answered ''No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the pennit are to be expected. Work may not proceed without the issuance of the permit. •If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. •If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order'' being issued or a "Certificate of Occupancy" not being issued. Bpcomm Feb2005 7 PLAN REVIEW CHECKLIST Applicant Two !btfl Date,--=-(?-_9_~-~---- Building ~gineered Foundation ..J:l.sAoriveway Permit ~ Strn<syed Site Plan) SV ( &fkeptic Permit and Setbacks ~adeffopography 30% l l cd .. Attach Res idential Plan Review List • ~nimum Application Questionnaire ~ubdivi sion Plat Notes ~Fire Department Review /valuation Determination/Fees ~d Line Plans/Stamps/Sticker _...£.ch Conditions ~lication Signed 4 an Reviewer To Sign Application _/_ PPar<cel/Schedule No. _ilf140# Snow load Letter-Manf. Hms . .de!._ Soils Report GENERAL NOTES : radeffopography 40% ~Subdivision Plat Notes Garfield County BUILDING & PLANNING DEPARTMENT January 11, 2007 Dear building permit applicant: In review of our building permits application file, we found an application from you that is at least 6 months old. As per Sec 105.3.2 of the 2003 International Building Code, an application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith. In hopes of updating our system, please contact us at your earliest convenience regarding your application. Any request for an extension must be made in writing explaining a justifiable reason for an extension. If we do not hear from you within 30 days of the date of this letter, we will dispose of application file and plans. Please contact us before this 30 day period if you want an extension or to pick up the submitted data. Thank you for your cooperation and feel free to call with any questions. Andrew Schwaller Building Official 108 Eighth Street, Suite -101 • Glemvood Springs, CO 81601 (970) 945-8212 • (970) 285-7972 • Fax: (970) 384-3470 t l I \ PILLAR. STRUCTURAL ENGINEERING STEEL STRUCIURE CALCULATIONS for ENCANA LAKE FOX BUILDING GARFmLD COUNTY, CO PROJECI' ENGINEER: REVIEW ENGINEER: APRIL 5, 2006 J. Bre.ndan Bwnmer, PE J. B.cendan Bummer, PE POWER SERVICE. INC. 5625 WYELLOWSTONE P.O. BOX2870 Casper, WY 82602 770 West Collins Drive. Suite 200C C:uper, WY 82601 . ,. .. ... . . .-· ·. . -..... • .. ... .· .. ,· 1. .. ... l -.\ .. i • ·. . . , < .. .-. ·-· .. '.· -·· ... . .. ! Sl.N3rt3~:U003}1 E>Nl0llh8 AJ.Nnoo Q191:J~ -··. ·. ,,- ., ...... J . -~ • . -.... '· .. .• • • • -'J ::· ~ -·1 . .. -~ .. I t . I, .BY: J!Hl DATE:~ Pro!eet Loqtlon: Elevatiop: Pll• Stncbnl --STRUCTURAL DE5IGN WADS Garfield County, CO 5600 feet DEAD LOADS ROOFWAPS 1 DECK 2 JOISTS 3 MISCELLANEOUS TOTAL 2 P.S.F. 2 P.S.F. 1 P.S.F. 5 P .S.F. PROJECT: LAKE FOX BUft.DING JOBf060104 CUENT:pQWER SERVICE SNOW LOADS Elevation (ft) <7000 ft 7001-8000 8001-9000 9001-10000 Pg(pst) 40 so 75 .00 100.00 Pf(pst) 24.2 30.2 45.4 60.5 I ' 1 I ' I lt..' J i"'- 1 1-1-+-1-+-1--1- I 1 H-+-t-H--+-1---H·-1-11-i-~j·-1--1--+-----r-· _j(·-H--f-+4-t-1--1--1-4-1-·l-l--1-1--4-1-1-+-1--!-l--l ~4-++~~++~·~-I 1-·+4~~+4~~~-~-~.~~~~~~k~~~~ T -H--t-t-l1-l--+-l--t-H-I-I--i-l--l-~~+-l--l-l-J-.+-t-1·-l-t--H+t-++-t+H-4-l-l-f41-·V-f=t-t-P~-+-F!!4-4-I--l I I I h I 1 ~~ . il - It I l I t1 i I ~ 1 .. ' I I I~ I I "' 11'1 F::ll ~. ~~-:, I• ~fti--:-----+f·-f-~~-· i>-• IC:::IIC rJ _:.j.. f-' -· j I -. ' I j I ' rot: 1>1 ~:v 1:1- I -I _[_ I I I I --t--I I ' ' -f-1-+-+-1--1-1-1-t-1-f--·1-t-h--1+·+1-f-11-~j-t-1--1- JO =~ilad -f ~ ::mra &/'$ :.<a ;4dP~~wnN qor --------::Q:--..J-:-(r=~~...,~,~~:=TI........;.-,=-~=""~1"7?~-__,~u=-'Ttt~~=="!L~5-::L..... :l::l~fw d Jt.>t;:;o;es ~u:~n::> DU!J99U!6U3 ( -.. ·-.... , .. = ~ 13NVd-tt ... ~ "' ~ ' Project Name: 12 x 15 Lake Fox Building Location: Garfield County, CO By: JBB Start Date: 4/5/2006 Comments: _ 1 •• \08040512 x 15lake Fox Building\Wind.wls ~2 x-15 Lake Fox Building Local Information • • . I Wind Dir. Ex osure 1 B 2 B 3 B 4 B Basic Wind Speed: 80 mph Topography: None Optional Factors This project uses load combinations from ASCE 7 . \ : _ l Wind Loads on Structures Copyright 0 2000 SDG, hie. April 5, 2006 Page 1 of 9 . 12 x 15 Lake Fox Building Section -Main Section Enclosure Classification: Enclosed Building Category: I Wall Length(ft) Overhang(ft) 1 15.0 0.0 2 12.0 0.0 3 15.0 0.0 4 12.0 0.0 Wall Height: Parapet Height: Roof Shape: Roof Slope(:12) A&B 1.3 8.33 ft 0 ft Gabled ._ ' Wind Loads on Structures Copyright@ 2000 SDG, Inc. April5,2006 li W2 W1 1 A I B IW3 W4 Front B W4 t W3 Page2 of9 12 x 15 Lake Fox Building April5,2006 Composite Drawing ~ fa;> t A B 3 <j ~-J Wind loads on Structures COpyright CC> 2000 SDG , Inc. \? Page 3 of9 ·12 x 15 Lake Fox Building April5,2006 Components and Cladding Input Component Description I WaiVRoof I Surface Labell Zone I Span(ft) I Effective Wldth(ft) IArea(sqft) Worst Case Wall Wall 1 (All) 9.0 3.0 27.0 .• • 1 Wind Loads on Structures Copyright C 2000 SDG, Inc. Page 4 of9 12 x 15 Lake Fox Building April 5, 2006 Components and Cladding Output Component Description I Surtace jzone I z(ft) I q(psf) I GCp I GCpll ExtPres(psf) I Nefwl +ocj)r(psf) I Net w/-GCpl (psf) WorstCaseWall 1 4 8.3 8.5 0.83 0.18 7.1 5.5 8.6 8.3 8.5 -0.92 -7.8 -9.4 -6.3 5 8.3 8.5 0.83 7.1 5.5 8.6 8.3 8.5 -1.12 -9.5 -11.1 -8.0 • ) Wind loads on Structures Copyright C 2000 SOG, Inc. Page5of9 12 x 15 Lake Fox Building April5, 2006 MWFRS Net Pressures This data was calculated using the low-rise building method. Wind Direction 1 Method I• !Surface lz (ft) -~ q (psf) I GCp I GCplj Ext Pres (psf)l Net w/ +GCpi (psf)l Net w/-GCpl (psf) Case A 1 2 4E 8.3 8.5 -0.43 0.18 -3.6 -5.2 -2.1 4 8 .3 -0.29 -2.5 -4.0 -0.9 3 4 1E 8.3 8.5 0.61 0.18 5.2 3.6 6.7 1 8.3 0.40 3.4 1.9 4.9 A 2E 8.3 -1.07 -9.1 -10.6 -7.6 2 8.3 -0.69 -5.9 -7.4 -4.3 3E 8.3 -0.53 -4.5 -6.0 -3.0 3 8.3 -0.37 -3.1 -4.7 -1.6 8 2 8 .3 -0.69 -5.9 -7.4 -4.3 3 8.3 -3.1 -4.7 -1.6 CaseB 1 5E 8.3 8.5 0 .61 0.18 5.2 3.6 6.7 5 8.3 0.40 . 3.4 1.9 4.9 2 4E 8.3 -0.48 -4.1 -5.6 -2.5 4 8.3 -0:45 -3.8 -5.3 -2.3 3 6E 8.3 -0.43 -3.6 -5.2 -2.1 6 8 .3 -0.29 -2.5 -4.0 -0 .9 4 1E 8.3 -0.48 -4.1 -5.6 -2.5 1 8.3 -0.45 -3.8 -5.3 -2.3 A 2E 8 .3 -1 .07 -9.1 -10.6 -7 .6 2 8 .3 -0.69 -5.9 -7.4 -4 .3 3E 8.3 -0.53 -4.5 -6.0 -3.0 3 8 .3 -0.37 -3.1 -4.7 -1.6 B 2 8.3 ..(),69 -5.9 -7.4 -4.3 3 8 .3 -3.1 -4.7 -1.6 ' .. _ 1 Wind Loads on Structures Copyright C 2000 SOG, Inc. Page 6 of9 12 x 15 Lake Fox Building April5,2006 MWFRS Net Pressures This data was calculated using the low-rise building method. Wind Direction 2 Method I# !Surface lz (ft) I q (psf) I GCp I GCpll Ext Pres (psf)l Net w/ +GCpl (psf)l Net w/--GCpi (psf) Case A 1 1E 8.3 8 .5 0.63 0.18 5.3 3.8 6.9 1 8 .3 0.41 3.5 2.0 5 .0 2 3 4E 8.3 8.5 .0.45 0.18 -3.8 -5.3 -2.3 4 8 .3 -0.30 -2.6 -4.1 -1 .0 4 A 2E 8.3 8.5 -1 .07 0.18 -9.1 -10.6 -7.6 2 8.3 -0.69 -5.9 -7.4 -4.3 3 8 .3 -0.38 -3 .2 -4.8 -1.7 B 3E 8.3 -0.54 -4.6 -6.2 -3.1 3 8.3 -3.2 -4.8 -1.7 CaseB 1 1E 8.3 8 .5 -0.48 0.18 -4.1 -5.6 -2.5 1 8.3 -0.45 -3.8 -5.3 -2.3 2 5E 8 .3 0.61 5.2 3.6 6.7 5 8.3 0.40 3.4 1.9 4.9 3 4E 8 .3 -o.48 -4.1 -5.6 -2.5 4 8.3 -o .45 -3.8 -5.3 -2.3 4 6E 8.3 -0.43 -3.6 -5.2 -2.1 6 8 .3 -0.29 -2.5 -4.0 -0.9 A 2E 8.3 -1.07 -9.1 -10.6 -7 .6 2 8.3 -0.89 -5.9 -7.4 -4.3 B 3E 8 .3 -0.53 -4 .5 -8.0 -3.0 3 8.3 -0.37 -3.1 -4.7 -1.6 1 Wind Loads on Structures Copyright C 2000 SDG, Inc. Page 7 of9 ·12 x 15 Lake Fox Building April5, 2006 MWFRS Net Pressures This data was calculated using the tow-rise building method . Wind Direction 3 Method 1• lsurtace lz (ft) I q (psf) I GCp I GCpll Ext Pres (psf)l Net w/ +GCpi (psf)l Net w/-GCpi (psf) Case A 1 2 1E 8.3 8 .5 0.61 0.18 5.2 3.6 6 .7 1 8.3 0.40 3.4 1.9 4 .9 3 4 4E 8.3 8 .5 -0 .43 0.18 -3.6 -5.2 -2.1 4 8.3 -0.29 -2.5 -4.0 -0.9 A 2 8.3 -0.69 -5.9 -7.4 -4.3 3 8.3 -0.37 -3.1 -4.7 -1.6 B 2E 8.3 -1 .07 -9.1 -10.6 -7.6 2 8.3 -0.89 -5.9 -7.4 -4.3 3E 8.3 -0.53 -4.5 -6.0 -3.0 3 8 .3 -0.37 -3.1 -4.7 -1.6 CaseB 1 6E 8.3 8.5 -0.43 0.18 -3.6 -5.2 -2.1 6 8.3 -0 .29 -2.5 -4.0 -0.9 2 1E 8.3 -0.48 -4.1 -5.6 -2.5 1 8.3 -0.45 -3.8 -5.3 -2.3 3 5E 8.3 0.61 5.2 3.6 6.7 5 8 .3 0.40 3.4 1.9 4.9 4 4E 8.3 -0.48 -4.1 -5.6 -2.5 4 8.3 -0.45 -3.8 -5.3 -2.3 A 2 8.3 -0.69 -5.9 -7.4 -4.3 3 8.3 -0.37 -3.1 -4.7 -1.6 B 2E 8.3 -1 .07 -9.1 -10.8 -7.6 2 8.3 -0.69 -5.9 -7.4 -4.3 3E 8.3 ..0.53 -4.5 -6.0 -3.0 3 8.3 -0 .37 -3.1 -4.7 -1.6 I " j =· Wind Loads on Structures Copyright C 2000 SDG, Inc . Page 8 of9 12 x 15 Lake Fox Building April5,2006 MWFRS Net Pressures This data was calculated using the low-rise building method. Wind Direction 4 Method It !surface lz (ft) I q (psf) I GCp I GCpll Ext Pres (pst)l Net w/ +GCpi (psf)l Net w/-GCpi (psf) case A 1 4E 8.3 8.5 -0.45 0.18 -3.8 -5.3 -2.3 4 8.3 -0.30 -2.6 -4.1 -1 .0 2 3 1E 8.3 8.5 0.63 0.18 5.3 3.8 6.9 1 8.3 0 .41 3.5 2.0 5.0 4 A 3E 8.3 8.5 -0.54 0.18 -4.6 -6.2 -3.1 3 8.3 -0.38 -3.2 -4.8 -1.7 B 2E 8.3 -1 .07 -9.1 -10.6 -7.6 2 8.3 -0.69 -5.9 -7.4 -4.3 3 8.3 -0.38 -3.2 -4.8 -1.7 CaseB 1 4E 8.3 8.5 -0.48 0.18 -4.1 -5.6 -2.5 4 8.3 -0.45 -3.8 -5.3 -2.3 2 BE 8.3 -0.43 -3 .6 -5.2 -2.1 6 8.3 -0.29 -2.5 -4.0 -0.9 3 1E 8.3 -0.48 -4.1 -5.6 -2.5 1 8.3 -0.45 -3.8 -5.3 -2.3 4 5E 8.3 0.61 5.2 3.6 6 .7 5 8.3 0.40 3.4 1.9 4.9 A 3E 8.3 -0.53 -4 .5 -6.0 -3.0 3 8.3 -0.37 -3.1 -4.7 -1 .6 B 2E 8.3 -1 .07 -9.1 -10.6 -7.6 2 8.3 -0.69 -5.9 -7.4 -4.3 Wind Loads on Structures Copyright C 2000 SDG, Inc. Page 9 of9 060405 LAKE FOX BUILDING VisualAnalysis 5.10 Report Company: Anchor Bngineering and. Inspectio" Bngineer: Brie Banaon, PB Project File: Steel Truss ~lder : Z:\Jobs\Power Service\060405 12 x 15 Lake Fo x Building\ Nodes Node lt Y I'U Dlt Fix D'l' i'ix RZ ~t ~t: Nl 0.000 0.000 Yes Yes No N2 6 .000 0 .000 No No No NJ 12 .000 0.000 No Yes No N4 6.000 0. 750 No No No Member Elements ~ Section Matarial Lenqt:h Weight ~eta Ml M2 M3 M4 M5 HSS2X2X ASTM ASO HS~2X2X ASTM ASO HSS2X2X ASTM ASO HSS2X2X ASTM ASO HSS2X2X ASTM ASO Section Properties CatagoEY Sectian ~t K ~ 6.000 6 ,000 6 .047 6 .047 0.750 Ax 14"2 0 .02 0.0000 0.02 0.0000 0.02 o.oooo 0.02 0.0000 0.00 0.0000 Is 14"4 Sy+ 14"3 sy- 14"3 AISC Sha HSS2X2X.l25 0.84000 0 .48600 0.48600 0.48600 Material Properties Material Strength lll.astiaity Poisson Densi.ty TheDa. . Jed Jts:l. JC/~t"3 in/izl/d ASTH A50 -NA-29000.00 0.2900 0 .49 o.ooo Load Cases Load Caae Stzength Servi.ce Rasults Anal.yze? Bnval.ope? ( l)Dead loads ( 2)Snow l oads ( 7)A4 -3c (ll)D+S Design Groups No No Yes No Ye s Yes No Yes Yes (2 Yes No Yes (2 Yes No Yes (2 Yes No Yes (2 Yes No Group El.-ent. LL Factor Par-ters O'ni.ty Design Shape DGl 5 1 .0000 Yes 0,8882 -NA- -1-Wed Apr 0513:10 :20 2006 Design Group Results Design Load Cases Strength · Serviceability ID Number ID Number 1 2 3 4 5 6 7 B 9 10 11 12 13 u 15 16 17 18 19 20 21 22 Load Case (Deflection Type) Name Dead loads First Order (Other) Dead loads P-Delta (Other) Snow loads First Order (Other) Snow loads P-Delta (Other) 0 .75(D+L+W) First Order 0.75(D+L+W) P-Delta A4-l First Order A4-1 P-Delta A4-2a First Order A4-2a P-Delta A4-2b First Order A4-2b P-Delta A4-3c First Order A4-3c P-Delta A4-5a First Order A4-5a P-Delta A4-6a First Order A4-6a P-Delta D+L First Order (Other) D+L P-Delta (Other) D+S First Order (Other) D+S P-Oelta (Other) AISC-LRFD Steel Design Deai.gn G~: DG1, Group Report:, Cbeakad. ~: BSS2X2X.l25 SII& COHSTRAINTS: none BRACING Ilii'OmAnON: Lateral bracing at top flange (+y): Lateral bracing at bottom flange (-y): • J Strong axis bracing (parallel toy): S'l'BBL P.ABAMIDRS : Fy • 46.00Ksi I'RAMB INJOmmnON: Pattern • Onbraced Pattern • Unbraced Pattern • Unbraced Braced frame for strong axis bending. Effective length factors: Kz • 1.00, Ky • 1.00 Design checks assume a 2nd order analysis was performed. (No 81, B2 factors needed.) BS82X2X.125 INJI'ORMUJ:OH: A-0.84 inA2; d • 0.17, bf • 0,17, tf • 0.01, tw • 0.01 ft I • 0.49, J • 0.90 inA4; rz • 0.06, ry • 0.06 ft Z • 0.58 inA3, +Hpz • 2 .01, +HPY • 2.01 K-ft rO • 0.09 ft; H • 1.00 Bx"-Cbeaka Only Collbi.nacl Stresses Check : *-bar Load cn!f"aet Pu tal& tPn ~ Case I ft: lC lC-ft; lC Ml 10 0.00 8.54 0.46 32.84 H2 10 6.00 8.54 0 .46 32.84 M3 10 2.78 -8.61 0.91 17.81 M4 10 3.27 -8.61 0.92 17.81 rlexara Cheok (Strong Bencti.ng) : Meabar Load 01!f"sat Mu& Lu Cb Na~~t~ caee 1 ~t 1C-1!t: ft Ml 10 0.00 o. 46 6.00 2.03 M2 10 6.00 0.46 6 .00 2.03 M3 10 2.78 0.91 6.05 1.29 H4 10 3.27 o. 92 6.05 1.29 ) AXia1 Check: tMnz Code K-:ft Raf". 2.01HSS 7.1 2,01HSS 7.1 2.01HSS 7.1 2.01HSS 7.1 tMnz Code lC-:ft Ref". 2.01 Fl-1 2.01 Fl-1 2.01 Fl-1 2.01 Fl-1 -2-Wed Apr 05 13:10:20 2006 Onity Chack 0.46 0.46 0.88 0.89 Onity Check 0.23 0.23 0.45 0.46 *-bar Load Of feat Pu FJ./r: Ac )..a Q I'CZ' +Pn Code Uni.ty 'H ... ca.. I ~~= K lts.i lt ~- Check Hl 10 0.00 8.54 94.66 -1.00 -1.00 1.00 46 .00 34.78 Dl-1 \.25 M2 10 0 .00 8,54 94.66 -1.00 -1.00 1.00 46.00 34.78 01-1 0.25 H3 10 0.00 -8 .72 95.39 1.21 0.07 1.00 24.94 17.81HSS 4.2 0 .49 M4 10 6.05 -9.72 95 .39 1.21 0.07 1.00 24.94 17.81HSS 4.2 0.49 Shear Check (Str:ong Axis): t-..bar: Load Offset Vuy ... h/tw +vny Coda ODity H..-caae 1 ~~= K K Ref. Check M1 10 0.00 -0.07 15.24 11.53HSS 5.2 0.01 M2 10 0.00 0.07 15.24 11.53HSS 5.2 0 .01 M3 10 6.05 -0.99 15.24 ll.53HSS 5.2 0.09 M4 10 0.00 0.99 15.24 11. 53HSS 5. 2 0.09 Member Extreme Results u. bar l'a{lo) Vy(lo) MI:Ua) K K lC-~t: Ml 0.41 ( 1) -0.07 ( 7) 0.00 ( 1) Ml 8 .54 ( 7) -0.00 ( 1) 0.46 ( 7) M2 0.41 ( 1) 0.00 ( 1) o.oo ( 1) M2 8. 54 ( 7) 0.07 ( 7) 0.46 ( 7) M3 -9.71 ( 7) -0.99 ( 7) -0.89 ( 7) M3 -o.u c 11 0.85 ( 7) o. 72 ( 7) M4 -a. n c 11 -o. 85 c 11 -o.e9 c 11 M4 -0.41 ( 1) 0.99 ( 7) 0.72 ( 7) ~5 0.01 ( 1) 0.00 ( 1) o. 00 ( 7) M5 0.14 ( 7) o.oo ( 1) 0 .00 ( 1) Member Internal F.orces Ma.bezo Re.u.lt Case Name Offset l'x Vy Mz ft: K K Jt-ft: H1 A4-3c First Order 0.00 8.54 -0.07 0.46 H1 A4-3c First Order o. 67 8.54 -0.07 0 .42 H1 A4-3c First Order 1.33 8.54 -0.07 0.37 Ml A4-3c First Order 2.00 8.54 -0.07 0 .32 M1 A4-3c First Order 2. 67 9.54 -0.07 0.28 Hl A4-3c First Order 3.33 8.54 -0.07 0.23 Ml A4-3c First Order 4.00 8.54 -0.07 0.19 M1 A4-3c First Order 4. 67 8.54 -0.07 0 .14 Ml A4-3c First Order 5 .33 8.54 -0.07 0.09 Ml A4-3c First Order 6.00 8.~4 -0 .07 0.05 Hl D+S First Order 0.00 5.44 -0.04 0.30 Ml D+S First Order 0.67 5.44 -0.04 0.27 M1 D+S First Order 1.33 5.44 -0.04 0.24 Ml D+S First Order 2.00 5.44 -0.04 0.21 H1 D+S First Order 2.67 5 .44 -0.04 0.18 Hl D+S First Order 3.33 5.44 -0 .04 0.15 M1 D+S First Order 4.00 5 .44 -0.04 0.12 Ml D+S First Order 4.67 5.44 -0.04 0.09 M1 D+S First Order 5.33 5.44 -0.04 0.06 Ml D+S First Order 6.00 5 .44 -0.04 0.03 I ·;u Dead loads First Order 0.00 0 . 4l -0.00 0.02 Ml Dead loads First Order 0.67 0.41 -0.00 0.02 -3-Wed Apr 05 13:10:20 2006 M.111"er Ra8Ul.t Cae• Naaa Of'f'set IX Vy Mz £t J{ 1C x-~t Ml Dead loads First Order 1.33 0.41 -0.00 0.02 ·~ Dead loads First Order 2.00 0.41 -0.00 0.02 ~1 Dead loads First Order 2.67 0.41 -0.00 0.01 Ml Dead loads First Order 3.33 0.41 -0.00 0.01 M1 Dead loads First Order 4.00 0.41 -0.00 0.01 Ml Dead loads First Order 4.67 0.41 -0.00 0.01 Ml Dead loads First Order 5.33 0.41 -0.00 o.oo Ml Dead loads First Order 6.00 0.41 -0.00 0.00 Ml Snow loads First Order o.oo 5.03 -0.04 0.27 Ml Snow loads First Order 0.67 5.03 -0.04 0.25 Ml Snow loads First Order 1.33 5.03 -0.04 0.22 Ml Snow loads First Order 2.00 5.03 -0.04 0.19 Ml snow loads First Order 2.67 5.03 -0.04 0.16 Ml Snow loads First Order 3.33 5.03 -0.04 0.14 Ml Snow loads First Order 4.00 5.03 -0.04 0.11 Ml Snow loads First Order 4.67 5.03 -0.04 0.08 Ml Snow loads First Order 5.33 5.03 -0.04 0.05 Ml Snow loads First Order 6.00 5.03 -0.04 0.03 M2 A4-3c First Order o.oo 8.54 0.07 0.05 M2 A4-3c First Order 0.67 8.54 0.07 0.09 M2 A4-3c First Order 1.33 8.54 0.07 0.14 M2 A4-3c First Order 2.00 8.54 0.07 0.19 M2 A4-3c First Order 2.67 8.54 0.07 0.23 M2 A4-3c First Order 3.33 8.54 0.07 0.28 M2 A4-3c First Order 4.00 8.54 0.07 0.32 M2 A4-3c First Order 4.67 8.54 0.07 0.37 M2 A4-3c First Order 5.33 8.54 0.07 0.42 M2 A4-3c First Order 6.00 8.54 0.07 0.46 M2 D+S First Order 0.00 5.44 0.04 0.03 M2 D+S First Order 0.67 5.44 0.04 0.06 M2 D+S First Order 1.33 5.44 0.04 0.09 ~~ D+S First Order 2.00 5.44 0.04 0.12 D+S First Order 2.67 5.44 0.04 0.15 M2 D+S First Order 3.33 5.44 0.04 0.18 M2 D+S First Order 4.00 5.44 0.04 0.21 M2 D+S First Order 4. 67 5.44 0.04 0.24 M2 D+S First Order 5.33 5. 44 0.04 0.27 M2 D+S First Order 6.00 5.44 0.04 0.30 M2 Dead loads First Order 0.00 0.41 0.00 0.00 M2 Dead loads First Order 0.67 0. 41 0.00 o.oo M2 Dead loads First Order 1.33 0.41 0.00 0.01 M2 Dead loads First Order 2.00 0.41 o.oo 0.01 M2 Dead loads First Order 2. 67 0.41 0.00 0.01 M2 Dead loads First Order 3.33 0.41 o.oo 0.01 M2 Dead loads First Order 4.00 0.41 0.00 0.02 M2 Dead loads First Order 4.67 0.41 0.00 0.02 M2 Dead loads First Order 5.33 0.41 o.oo 0.02 M2 Dead loads First Order 6.00 0.41 0.00 0.02 M2 Snow loads Fir~t Order 0.00 5.03 0.04 0.03 M2 Snow loads First Order 0.67 5.03 0.04 0.05 M2 Snow loads First Order 1.33 5.03 0.04 0.08 M2 Snow loads First Order 2.00 5.03 0.04 0.11 M2 Snow loads First Order 2.67 5.03 0.04 0.14 M2 Snow loads First Order 3.33 5.03 0.04 0.16 M2 Snow loads First Order 4.00 5.03 0.04 0.19 M2 Snow loads First Order 4.67 5.03 0.04 0.22 M2 Snow loads First Order 5.33 5.03 0.04 0.25 M2 Snow loads First Order 6.00 5.03 0 .04 0.27 M3 A4-3c First Order 0.00 -8.71 0.85 -0.46 M3 A4-3c First Order 0.67 -8.69 0.65 0.04 MJ A4-Jc First Order 1.34 -8.66 0.44 0.40 .MJ A4-3c First Order 2.02 -8.64 0.24 0.63 ,M3 A4-3c First Order 2.69 -8.61 0.03 0.72 M3 A4-3c First Order 3.36 -8.59 -0.17 0.68 -4-Wed Apr 05 13:10:20 2006 .._ber bsul.t Case N ... M3 •3 :3 M3 M3 M3 MJ M3 MJ MJ M3 M3 M3 M3 M3 MJ MJ M3 MJ M3 H3 M3 M3 MJ M3 MJ M3 MJ MJ M3 M3 ·~3 ·~3 MJ M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 H4 H4 M4 H4 M4 M4 M4 H4 M4 H4 M4 l }M4 -H4 A4-3c First Order A4-3c First Order A4-3c First Order A4-3c First Order D+S First Order D+S First Order D+S First Order D+S First Order D+S First Order D+S First Order O+S First Order D+S First Order D+S First Order D+S First order Dead loads First Order Dead loads First Order Dead loads First Order Dead loads First Order Dead loads First Order Dead loads First Order Dead loads First Order Dead loads First Order Dead loads First Order Dead loads First Order Snow loads First Order Snow loads First Order Snow loads First Order Snow loads First Order Snow loads First Order Snow loads First Order Snow loads First Order Snow loads First Order Snow loads First Order Snow loads First Order A4-3c First Order A4-3c First Order A4-3c First Order A4-Jc First Order A4-3c First Order A4-3c First Order A4-3c First Order A4-3c First Order A4-3c First Order A4-3c First Order D+S First Order D+S First Order D+S First Order D+S First Order D+S First Order D+S First Order D+S First Order D+S First Order O+S First order D+S First Order Dead loads First Order Dead loads First Order Dead loads First Order Dead loads First Order Dead loads First Order Dead loads First Order Dead loads First Order Dead loads First Order Dead loads First Order Dead loads First Order Offaet ~I: l'x K vy lib: K K-~t 4.03 -8 .5& -0 .38 0.49 4.70 -8.54 -0.58 0.17 5.37 -8.51 -0.79 -0.29 6.05 -8 .48 -0.99 -0.99 0.00 -5 .55 0.54 -0.30 0.67 -5.54 0.41 0.02 1.34 -5.52 0.28 0.26 2 .02 -5.50 0.15 0.40 2.69 -5.49 0.02 0.46 3.36 -5.47 -0.11 0.43 4.03 -5.45 -0.24 0.31 4.70 -5.44 -0.37 0.11 5.37 -5.42 -0.50 -0.18 6.05 -5.41 -0.63 -0.56 0.00 -0.42 0.04 -0.02 0.67 -0.42 O.OJ 0.00 1.34 -0.42 0.02 0.02 2.02 -0.42 0.01 0.03 2.69 -0.42 o.oo 0.04 3.36 -0.42 -0.01 0.03 4.03 -0.42 -0.02 0.02 4.70 -0.41 -0.03 0.01 5.37 -0.41 -0.04 -0.01 6.05 -0.41 -0.05 -0.04 0.00 -5.13 0.50 -0.27 0.67 -5.11 0.38 0.02 1.34 -5.10 0.26 0.24 2.02 -5.09 0.14 0.37 2.69 -5.07 0.02 0.43 3.36 -5.05 -0.10 0.40 4.03 -5 .04 -0.22 0.29 4.70 -5.02 -0.34 0.10 5.37 -5.01 -0.46 -0.17 6.05 -4.99 -0.58 -0.52 0.00 -8.48 0.99 -0.89 0.67 -8.51 0.79 -0.29 1.34 -8.54 0.58 0.17 2.02 -8.56 0.38 0.49 2.69 -8.59 0.17 0.68 3.36 -8.61 -0.03 0.72 4.03 -8.64 -0.24 0.63 4.70 -8.66 -0.44 0.40 5.37 -8.69 -0.65 0.04 6.05 -8.71 -0.85 -0.46 o.oo -5.41 0.63 -0.56 0.67 -5.42 0.50 -0.18 1.34 -5.44 0.37 0.11 2.02 -5.45 0.24 0.31 2.69 -5.47 0.11 0.43 3.36 -5.49 -0.02 0.46 4.03 -5.50 -0.15 0.40 4.70 -5.52 -0.28 0.26 5.37 -5.54 -0.41 0.02 6.05 -5.55 -0.54 -0.30 0.00 -0.41 0.05 -0.04 0.67 -0.41 0.04 -0.01 1.34 -0 .41 0.03 0.01 2.02 -0.42 0.02 0.02 2.69 -0.42 0.01 0.03 3.36 -0.42 -0.00 0.04 4.03 -0 .42 -0.01 0.03 4.70 -0.42 -0.02 0.02 5.37 -0.42 -0.03 0.00 6.05 -0.42 -0.04 -0 .02 -5-Wed Apr 05 13:10:20 2006 ~r R.eiiUl t Case N ... H4 Snow loads First Order ,. '4 Snow loads First Order .lt Snow loads First Order M4 Snow loads First Order M4 Snow loads First Order M4 Snow loads First Order H4 Snow loads First Order M4 Snow loads First Order M4 Snow loads First Order M4 snow loads First Order M5 A4-3c First Order H5 A4-3c First Order MS A4-3c First Order HS A4-3c First Order H5 A4-3c First Order M5 A4-3c First Order H5 A4-3c First Order MS A4-3c First Order M5 A4-3c First Order MS A4-3c First Order M5 D+S First Order MS D+S First Order HS D+S First Order H5 D+S First Order H5 D+S First order HS D+S First Order M5 D+S First Order M5 D+S First Order M5 D+S First Order MS D+S First Order M5 Dead loads First Order ~~ Dead loads First Order Dead loads First Order MS Dead loads First Order MS Dead loads First Order M5 Dead loads First Order MS Dead loads First Order MS Dead loads First Order H5 Dead loads First Order M5 Dead loads First Order MS Snow loads First Order M5 Snow loads First Order M5 Snow loads First Order MS Snow load~ First Order M5 snow loads First Order M5 Snow loads First Order MS Snow loads First Order MS Snow loads First Order M5 Snow loads First Order MS Snow loads First Order Nodal Displacements No~ N1 Nl Nl Nl h IN2 N2 ~•uJ.t Ca•• N ... A4-3c First Order D+S First Order Dead loads First Order Snow loads First Order A4-3c First Order O+S First Order Offset l'z Vy Mz ~t: 1C X r~~t 0.00 -4.99 0.58 -0.52 0.67 -5.01 0.46 -0.17 1.34 -5.02 0.34 0.10 2.02 -5.04 0.22 0.29 2.69 -5.05 0.10 0.40 3.36 -5.07 -0.02 0.43 4.03 -5.08 -0.14 0.37 4.70 -5.10 ~0.26 0.24 5.37 -5.11 -0.38 0.02 6.05 -5.13 -0.50 -0.27 0.00 o.oe 0.17 0.25 0.33 0.42 o.5o· 0.58 o. 67 0.75 o.oo 0.08 0.17 0.25 0.33 0.42 0.50 0.58 0.67 0.75 0.00 0.08 0.17 0.25 0.33 0.42 0.50 0.59 0.67 0.75 0.00 0.08 0.17 0.25 0.33 0.42 0.50 0.58 0.67 0.75 DX in 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 or in o.oo 0.00 o.oo o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo o.oo 0.00 0.00 o.oo o.oo o.oo o.oo 0.00 0.00 0.00 0.00 o.oo o.oo o.oo o.oo 0.00 0.00 o.oo 0.00 o.oo o.oo 0.00 0.00 0.00 o.oo o.oo o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 RZ deg 0.00 0.00 -0.89455 o.oo o.oo -0.56994 0.00 0.00 -0.04340 0.00 0.00 -0.52655 0.03 -0.41 0.00000 0.02 -0.26 0.00000 -6-Wed Apr 05 13:10:20 2006 Node Result Case NIIIMI N2 Dead loads First Order '12 Snow loads First Order a A4-3c First Order N3 D+S First Order NJ Dead loads First Order NJ Snow loads First Order N4 A4-Jc First Order N4 D+S First Order N4 Dead loads First Order N4 Snow loads First Order Nodal Reactions Rode Rasul t Cas• NU18 N1 A4-Jc First Order Nl O+S First Order Nl Dead loads First Order Nl Snow loads First Order NJ A4-Jc First Order NJ O+S Fir.st Order N3 Dead loads First Order N3 Snow loads First Order Statics Check R811Ult ea.. N..a L .I'X X DX DY RZ iD iD deg 0.00 -0.02 0.00000 0.01 -0 .24 0.00000 0.05 o.oo 0.89455 0.03 o.oo 0.56994 0.00 0.00 0.04340 0.03 0.00 0.52655 0.03 -0.41 0.00000 0.02 -0.26 0.00000 o.oo -0.02 0.00000 0.01 -0 .24 0.00000 I'X n MZ X X X-:ft: o.oo 1.86 -NA- 0.00 1.18 -NA- 0.00 0.09 -NA- o.oo 1.09 -NA- -NA-1.86 -NA-' -NA-1.18 -NA- -NA-0 .09 -NA- -NA-1.09 -NA- r..rr X t..NZ X-:ft R.D X a.n X R.MZ X-:ft: A4-3c First Order O+S First Order Dead ~oads First Order Snow ~oads First Order 0.0000 -3.7104 -22.270 0.0000 3.1104 22.2624 o.oooo -2.3640 -14.187 0.0000 2.3640 14.1840 0.0000 -0.1800 -1.0900 0.0000 0.1800 1.0800 0.0000 -2.1840 -13.106 0.0000 2.1840 13.1040 -7-Wed Apr 0513:10:20 2006 } PILLAR STRUCTURAL ENGINEERING noW COLLINS DR., STE 200C CASPER, WY 82601 Title : POWER SERVICE STEEL BUILDING Job# 060404 Dsgnr: JBB Date: 1:39PM, 5 APR 06 Description : Phone: (307} 265-3900 scope : Fax: (307) 255-3559 . ··-· .m= ·-.. Steel Column Page 1 060404111 ateel bldg.ecw:Cab.lallans Description STEEL VERTICAL MEMBER I Generall:~!·;·rmatlon Steel~•.:li-::o::ln-------------------------------... --... Code Rat. AISC LRFD. 1997 UBC, 2003 IBC, 2003 NFPA 5000 HSS2X2X118 X-X Sldesway : y.y Sldesway : SWay Allowed Sway Allowed Fy 46.00 ksl 1.330 29,000.00 ksl 4.000 ft 0.000 ft ColurTu: 'Ieight EndFi.·. 8.000 ft Pin-Pin live r. •· .. ort Tenn Loads Combined !Loads Axlalt.•• .. t ' .• De t!:: I .... ! Uvt:l ; 0.20k 1.10 k k _D_ Slet!. ,n Capacities •.• .85 *Pn: Fact1• · .oad Combinations •••• DuraUon Factor Elastic Modulus X-X Unbraced Y-Y Unbraced .JJ.... Ecc. for X-X Axis Moments Ecc. forY-Y Axis Moments Kxx Kyy 25.089 k o.e• Mn-x : 0 .9* Mn-y: 0.000 In 0 .000 in Sli£1.... AJSC H1-1 a & b : (Pu I AphiPn) + B*(Mu/phJMn) <= 1.0 If PulphlPn > 0 .2, A • 1, B = 819; If PulphiPn < 0.2, A .. 2, B • 1 (1) ' Pu • 0.280 k Mu-x = 0.408 k-ft Eq. H1 Results = Mu-y = 0 .000 (2) 1. , 1.6L ••• Pu = 2.000 k Mu-x = 0.408 k-ft Eq. H1 Results = Mu-y = 0.000 (3) 1 . • 1.6L + O.BW ••• Pu ,. 2.000 k Mu-x = 0.408 k-ft Eq. H1 Results = Mu-y = 0.000 (4) 0.5L+ 1.3W ••• Pu = 0.790k Mu-x = 0.530 k-ft Eq. H1 Results = Mu-y = 0.000 \.-. I Stresae~ 1.000 1.000 0.208: 1.0 0.242: 1.0 0.242:1.0 0.279:1 .0 Allo .... '• Actual Stresses ....Qyg_ ...1&!.. DL+ b!., Dl+ §b!2rt f' ·1a ble 0.00 ksl 0,00 ksl 0.00 ksl 0 .00 ksl f I 0 .00 ksl 0.00 ksl 0.00 ksl 0.00 ksl F 1ow (F3.1) 0.00 ksl 0.00 ksl 0 .00 ksl 0.00 ksl ; xxActual 0.00 ksl 0.00 ksl o.oq kst 0.00 ksl low (F3.1) 0.00 ksf 0.00 ksl 0 .00 ksl 0 .00 ksl yy Actual 0.00 ksl 0.00 ksl 0.00 ksl 0.00 ksl PILLAR!' "URAL ENGINEERING Title : POWER SERVICE STEEL BUILDING Job 11 060404 no we DR., STE 200C Dsgnr: JBB Date: 1:39PM , 5 APR 06 CASPEF\ ~01 Deac:rlptlon : Phone: ( ··3900 Scope: Fax: (30" :sg m= 5 !.0, 1.0.0.2003 :, E::il"--ng Sollwln Steel Column 0150404 ps ateel bl Descri1 STEEL VERTICAL MEMBER I Sectlo1 i ea HSS2X2X1/8 -• Depth 2.000 In Weight 2.85 #/ft Values for LRFD Design .... Web i 0.116 in bee 0.4861n4 J 0.796in4 WldU1 2.0001n lyy 0.4861n4 Cw 0.821n6 Flanr. 0.1161n Sxx 0.4861n3 zx 0.584 in3 Area 0.841n2 Syy 0.486 1n3 Zy 0.584 in3 Rt o.OOOin Rxx 0.761 in 0.000 Ryy 0.761ln Section Type = HSS-Square . ) '-. .. No. lD315 ,....-: e~:rcel No~~-C83-oo<?43 rCJY-t Date f-3l-D7 BUILDING PERMIT CARD Owne., I . I "l'' <= 'L< ,...._ ' e J .. ' I L ......,. >-:rr! ~~' ,, . -·-YO'"' . -Phone ~~ro ___._-K- 111 G • w · '~ Phone ~Q'f33> ~ .-.-~~tbacks: Front c:; Rear RH LH Zoning -p~ ·r ~~Ll~ INSPECTIONS Soils Test Weatherproofing ___________ _ Footing Mechanical _____________ _ Foundation Electrical Rough (State) f'>L>~ -<' Grout Electrical Bn~IJState) 7 7"L;; Underground Plumbing Finat£b2/1)8' /Checklist~C~:ted? !V'M d Rough Plumbing Certificate Occup~cy # __ )~ Framing Date-b.:: o;:;-o Insulation Septic System *------------ Roofing Date -------------Drywall Final ____________ _ Gas Piping-----------Other ___________________________ _ NM9 (continue on back) Parcel Detail Page I of3 Garfield County Assessor/Treasurer Parcel Detail Information A.~s.~-~~QrO.:r~_~yt:_er_Property Search I A~sessor SuQ_s_~LQue_rx I A~;;~ssor: Sale_s_.S_~~~_h Clerk !£ Recorder RecepJiP.ll_S_e_w:_~h Basic B uilding_Charac_t~ristics I Tax Information Parcel Detail I Value Detail I Sales Detail I Re~identiaVC_Qmrn~r.c_iru Imp_rove_m~JlLPet~.U .Land Detail I Photog~phs I Tax Area II Account Number II Parcel Number 112007 Mill Levy I I o24 II R2472oo II 24o3o93ooo43 II 45.837 I Owner Name and Mailing Address lENCANA OIL & GAS (USA) INC. lctO K.E. ANDREWS & COMPANY l3615 S. HURON STREET, SUITE 200 lENGLEWOOD, CO 80110 Assessor's Parcel Description (Not to be used as a legal description) lsECT,TWN,RNG:9-7-93 DESC: SESW AKA jLOT 61 GRASS MESA. PRE:R247110 IBK:0634 PG:0348 BK:1577 PG:998 IRECPT:650236 BK: 1522 PG:832 IRECPT:637310 BK:1352 PG:962 IRECPT:602916 BK:1345 PG:890 IRECPT:601253 BK:1032 PG:0833 Location Physical Address: IIRIFLE Subdivision: I Land Acres: 1139.75 Land Sq Ft: llo 'I II http:/ /www.garcoact.com/assessor/parcel.asp?ParcelNumbex=240309300043 I I I I I I I 6/5/2008 Parcel Detail Page 2 of3 II Section II Township II Range 11 I 9 II 1 II 93 I 2008 Property Tax Valuation Information Actual Value II Assessed Value I Land: 11o,oooll 31,9001 Improvements: oil ol Total: 110,oooll 31,9001 Additional Value Detail Most Recent Sale Sale Date: 114/12/2002 Sale Price: 1187,000 A_dditional Sales Detail Basic Building Characteristics Number of Residential lo , I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information I TaxYear Transaction T~J!e II Amount I I 2007 Tax Payment: Whole ($1.462.20)1 2007 Tax Amount $1,462.201 2006 Tax Payment: Whole ($1 ,236.08)1 2006 Tax Amount $1,236.081 2005 Interest Payment ($49.68)1 2005 Interest Charse $49.681 2005 Tax Pa~ment: Whole ($1 ,241.92)1 2005 l Tax Amount $1,241.921 2004 II Tax Payment: Whole ($1,343.00)1 2004 II Tax Amount $1,343.001 II II http:/ /www.garcoact.com/assessor/parcel.asp?ParcelN umber-2403093 0004 3 6/5/2008 Parcel Detail 2003 Interest Payment ($14.93)1 2003 Interest Charse $14.931 2003 Tax Payment: Whole ($1A93.1o)l 2003 Tax Amount $1,493.101 I 2002 Tax Payment: Whole ($1,253.76)1 2002 Tax Amount $1,253.761 2001 Tax Payment: Whole ($1 ,281.46)1 2001 Tax Amount I $1,281.461 2000 Tax Payment: Whole ($1 ,053.60)1 2000 Tax Amount $1,053.601 1999 Tax Payment: Second Half ($528.20)1 1999 Tax Payment: First Half ($528.2o)li 1999 Tax Amount $1,056.4011 IQJLOL~~g~ Ass_es_sor Database_Search_Options I Treasurer Datab~se Search Op1ions Cl~!rk & Rec_prder Oa~base_s_~ru.:_ch_Qp_tions Q_act'j~l_d_C.Qtm~_ome Page Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2008 Good Turns Software. All Rights Reserved. Database & Web Design by PooJi_Il!ffis_8_oftFare. http:/ /www.garcoact.com/assessor/parcel.asp?ParcelN umber-240309300043 6/5/2008