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Home My WebLink AboutApplication - Permit.. Garfield County No. I\~ I Building & Sanitation Department 108 8th Street, Suite #401 Gle1zwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: 3780 Cr 233, Rifle Local~ty: 2177-012-00-040 Use of Building: green house -Commercial Business Owner: Deboer, skyler Contractor: Roc{y Mtn Native Plants Amount of Permit: $2,887.09 Date: t\)-\CJ-cH I~ Clerk: < j lli ~ \Q ( GARFI ELD COUN lY BUILDING PERMIT APPLICATI ON 108 8 '" Street. Salte 401, Glet~wooclSprt.Dga. CO 81601 Pbooe: 97~&-8212 I Fu: 9 7 0.384-3470 /laapcctloa Line: 9 7 0.384-5003 Pennlt No ; l ();8'"" Parcel /Schedule No :@ l J]O I ~QO<Jo 4 J ob Address:0'WJ rou {(,(&, tfJ . f/tJSO A SEPARATI; ELEC'ffi!CAl. PERMIT IS REQUIRED AND MUST BE ISSUED BY TilE STAn:; OF COLORADO. 1lUS PERMIT BECOMES NUU AND VOID IF WORK OR CONSTRUCTION AlJl'HORIZED IS NOT COMMENCED WTrnLN 180 DAYS . OR. IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED TillS APPUCATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING TillS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER s·PECIFIED HEREIN OR NOT. TilE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTIIORilY TO VIOLATI; THE PROVISIONS OF ANY DniER STATI; OR WCAl. OR TilE PERFORMANCE OF Subd. I CJ Si n gle CJ Double ISDS No. e: AGREEMENT PERMISSION IS HEREBY GRANn:;D TO THE APPUCANT AS OWNER. COI'n'RACTOR AND/OR TilE AGENT OF TilE CONTRACTOR OR OWNER TO CONSTRUCT Til£ STRUCTIJRE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIE\VED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF TilE ISSSUANCE OF THIS PERMIT. THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOFTED BY GARFIELD COUNlY PURSUANT TO A1Jl'HORI1Y GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURrnERAGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION. ERECTION. CONSTRUCTION AND USE OF ntE ABOVE DESCRIBED STRUCTIJR£. THE PERMIT MAY BE REVOKED BY NOTICE FROM TilE COUNn' AND THATTIIEN AND THERE IT SHALL BECOME NULL AND VOID THE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVEI'lT THE BUILDING OFFICIAL FROM TIIEREAn'ER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTIIER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON TIIEREUNDER WHEN IN VIOLATION OF 'fliS CODE DR ANY OTHER ORDINANCE OR REGULATION OF TillS JURJSDICTION. TilE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTJTUTI; AN ACCEPTANCE OF ANY RESPONSIBILmES OR LIABt..mES BY GARFIELD COUNlY FOR ERRORS. OMISSIONS OR DISCREPENCIES. THE RESPONSI BILllY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIAU.Y \VITH TilE ARTICTECT. DESIGNER. BUILDER. AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT' OF TilE OWNERS LNTEREST ~IT!Al.l-c::; pp ~ c)Jv~ ~ 3~AC~7~1:r~1 HAVE$i~-l~q;;EAGREE ~~\t;~ c~ 2.-&L~ s \4~. t9 J Sap 20 07 11 :50a Skyler DeBoer 970-927-0919 The foUow.bt.g items are required by Garfield County for a fiDal inspection: 1. A final ElcelTicullnspection from the Colorildo Sttne Electrical Jn..-;pector: 2.. Pennanenl address assigned by Guficld Cmmry Bnilding Oepanment po~ted where Te41dily visible from acc~s road; 3. A finished roof. a locbble h~. comple~ exLL"Tinr .siding, cxlcrior doCIN and windows installed, •• complete ki-ccbec with cabinet!;,~ ~nk with bot & cold runnirltt water • .oon-absotbenL kir.chen floor ;overin~s. countlrl Lops and finished walls. rc:ndy for !itove and refri,gerntor, all m:ces~ry plumbing; · 4. All ~rooms mu!it b~ complete, with washbowl, tub <lr sho-..wr, t011et ~tooJ. hot and cold rurm~ w-.uer. non-nbsorbt.:D L fl~ and wall:; fini~;bc.d and a priv:.cy dOOC"; 5. AU step/:. outsjde or inside ovcrthn:e (3) Sl~!i must have handrails, guiU'd J'tlils o.o bwconies or deck.<> ovc:r 30" high constructed to alllBC !U\d IRC requiremenlo;; 6. OUwde: sntding,done to wh=-e water wilt dc=tc1ur aw;1y from the bt~ilding; · 7. Exce:pt.ions to lbe OUL~de Sl.ep!!. declo; and gr&tclin~ may be made upon the demonstration of extcnullting circamsl.am:es, i.e. weather, hu.t H Ccnjfic;ttc oj Occupnncy will not be j~c;ued unu l aJl the required ilcm!'lure completed and a finaJ in~tion made ~ 8. A ii.aal inspection 5igfJ off by tbe Gamcld County Road & Bridge Dcpwtmcnl fnr drive~·ay in~lntion, where appHcablc: LIS well as any final sjgn off by the fin: District. und/or Smtc: AgencieJ. where applicable. 9. If you will be connecting lOa public "'~ter and/or sewer .c;ystcrn. proof or lhe tap l'cc!oo lu1vc been paid and the ·conncctioos in~pect~:d by the ~n:ice Jn'Ovidcr pri\lf' tn isc;u:mcc or n ('_Q, A CERTIFJCATE OF OCCOPAI'CY WILL NOT BE ISSCED UNTIL ALL THE ABOVE ITEMS BA \'"E BEEN COMPLETED. - .. **A CERTIFICATE OF OCCUPANCY MAY TAKE VP TO S BUSI~DAYS TO :BE PROCESSED AND lSSCED. ••••CANNOT OCCUPY OR USE D\o\t'ELLING UNTIL A CERTIJ!JC.ATE 07 OCCUPANCY (CO.) .JS .IS..~. OCCUPANCY OR USE ot· DWELUNG WITHOUT A .C.O. WIT...L BE CONSIDERED AN ILLEGAL OCCUPANCY AND ~tAl' BE CROONl>S FOR VACATING PREMISES UNTIL ABOVE CONOITJOJ\"'S ARE MET. l understand and agre~ to abide by the abo"¥·e cond it:lon~ for accup:m~ :md the i!\SW!Jlce of a Certi~~-5_Q:ccupun? for lhc dwcllin~ under bu.ilding permit# 8"" &' //t~ 0. &.~:·~ ~ ·~ CZJ9rr&~ Si,p;nawre Da~ Bpappl ic:ttionoccober-2006 p.2 J VALUATION/FEE DETERMINATION Applicant \)e.(?;x, VL Address ~., ~ Cl 1.37 Date /() · ':/ -o1 Finished (Livable Area): Main Upper Lower Other Basement: Total Square Feet Valuation Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garaee: Valuation Crawl Space: Valuation Decks/Patios: Covered Valuation Open Valuation Total Valuation Subdivision-- LoUD lock - Contractor ~WN41l_ GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, thi s will result in the delay of the pennit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may he 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 ~o 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 24u" and drawn to scale. Plans must include a floor plan , a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material . Engineered foundations may be required. Check with the Building Depanment. A window schedule. A door schedule . A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C , and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IBC, 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 corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing . Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the fin~lat 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 . (Indi vidual 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 stam!on the design. Yes No Not necessary for this project 3. Does the site plan indicate the location and direction of the State, County or private road acce~~g the property? Yes 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes No__ Not necessary for this project_t__ 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'\ ·:_;pproval drawings only", "For permit issuance only'.' or similar language? Yes-k No__ Not necessary for this project __ _ 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 stamped, 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 and the clearances required between wood and earth? Yes__ 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 IBC or IRC for roof snow loads, (a minimum of 40 pounds per square foot in Garfield County)? Yes_:t..,_ No__ Not necessary for this project __ Do the plans include design loads as required for floor loads ~~er the IBC or IRC? Yes__ No__ Not necessary for this project_p._ Does the plan include a building section drawing indicating foundation, wall, floor. and roof <;g.nstruction? Yes_~--No__ Not necessary for this project_ Is the wind speed and exposure design included in the plan? Yesi__ No__ Not necessary for this project __ Does the building section drawing include size and spacing of floor joists, wall studs, ceilin?(oists, roof rafters or joists or trusses? Yes No__ Not necessary for this project __ 3 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? YesL 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 toe oJ a flat roof? (Check applicable zone district for building height maximum) Yes-A_ No__ Not necessary for this project __ 17. Does the plan include any stove or zero clearance frreplace 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.t,._ 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requi}eents of the IBC or IRC? Yes__ No__ Not necessary for this project 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? v Yes__ 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 proj~ct-X- 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the me Chapter 3) "1 Yes__ No__ Not necessary for this project_k __ 24. Does the plan indicate the quantity , form, use and storage of any hazardous materials that may be in use in this building? Yes__ No__ Not necessary for this project-f(_ 4 25. 26. 27. 28. 29. 30. 31. 33. 34. 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_L 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 projectL_ Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes__ No__ Not necessary for this project..2(_ Have two (2) complete sets of construction drawings been submitted with the application? YesL No __ Have you designed or had this plan designed while considering building and other cons)(tion code requirements? Yes No__ Not necessary for this project __ Does the plan accurately indicate what you intend to construct and what will receive a final t pection by the Garfield County Building Department? Yes No __ 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 Zoni~esolution for setbacks. Yes No __ _ Do you understand that approval for design and/or construction changes are required p ior X the implementation of these changes? No __ Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact'. fees required, at the time you pick up your build)l permit? Yes No __ Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and OffUpancy of the building? Yes-A_ No __ 5 35. 36. 37. 38. 39. 40. 41. 42. 43. 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 co mply with ~ Uniform Codes? Yes No __ Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30a.m. and 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Are you aware that requesting inspections on work that is not ready or not accessible will r${ult in a $50.00 re-inspection fee? Yes No ____________ ____ 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 DeprutJrrent at 625-8601. Yes ~ No __________ _ Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes ..)c No ___ _ Are you aware. that on the front of the building permit application you will need to fill in the Parcel/ Schedule Number for the lot you are applying for this permit on prior to submittal of the building permit application? Your attention in this is appreciated. Yes )s:: No _____ _ Do you know that the local fir~ q,istrict may require you to submit plans for their review of fire safety issues? Yes X No (Please check with the building department about this requirement) Do you understand that if you are planning on doing any excavating or grading to the propeny prior to issuance of a building permit that you will be required to obtain a grading ~.t? Yes . . Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than 10 persons as per Section 1004 of the me to p~are the plans and specifications for the project. Yes ::!L . No Not Necessary for this project _______ _ 6 I hereb)' acknowledge that I have read, understand, and answered these questions to r::P'J~~ t/4/f/1-s e re Date Pho*~(..-f-1&-7 (days); (1fd~f-dr/~'2-(evenings) ProjectName: f?a~;1//1J&Itk fJPr.MJ 4g flreediW>t!.- ProjectAddress: 3 ~ 5;/-r /l1<t?S4-!J4 ltJfe.; ~tJ ~1&.5'0 Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building OfficiaJ 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 "Cenificate of Occupancy" not being issued. Bpcorrun April 2006 7 PLAN REVIEW CHECKLIST Applicant __ \)~=e.~~~.Jooe.IZ..t:Siooi..~-- Building ~gineered Foundation ~Driveway Permit ............ c,~ t -L,L.Surveyed Site Plan ., ~--,J ~eptic Pennit and Setbacks -m,..oradeffopography 30% ~Attach Residential Plan Review List 4~1inimum Application Questionnaire ~ubdivision Plat Notes /Y t'k Fire Department Review -Waluation Determination/Fees ~Red Line Plans/Stamps/Sticker .$ttach Conditions ,__...... Application Signed V' Plan Reviewer To Sign Application _0arcel/Schedule No. ~ 40# Snow load Letter-Manf. Hrns. -b,.Lsoils Report GENERAL NOTES : Date. __ ..... l,..:l::o~~.;;.,.t;;.,J,t_-...::<.a~. __ _ Planning/Zoning ~roperty Line Setbacks ~Oft Stream Setbacks ~Flood Plain ....s..L..Building Height --l..L-Zoning Sign-off ~Road Impact Fees ~HOA/DRC Approval ~Gradeffopography 40% .....l,..L.P lanning Issues 1 /'Subdivision Plat Notes ~ ci. (1) .... (1) ::r ~ (1) ~ m CD 0 .... m ]- (/) ~ ..... ,.._ 0 ~ & ACCOUNT If KHALI'ROflCRTYTAX NOnCil GEOMGIA CHAIABatlAII't ~ ~ PAREL ~ 2006TAXES DUE JN20l7 ~:'1'&". · C1rmdd'co'Un=g] f\l TAX DISTRICT QlfllwOOd Sr:dnu-.. CO tfM1·101t • -_ · 0 WYM .cr.Joil-oounty.cvm • o . -..., :ru a •m::t n n"'W. .. "TV j,oll5 463.31) :t li8,JOO .19r!UP 6JI!~ .536.90 0.253 O .. Q.ll lllSS Q.Cj~f 17.2-4 UQ1 O.l\1l • 4!0.71 7.$7l 672~8 1.997 loll~ uoo -1~n • , ... ' ; ... -:-..lf'">4.~!, • ': ll .. • '!..· • ~· •': ...... '! -._ ' . 79 "" , • .~t -.). ~~·'~ (}f '( •!oC •·.~· i • .. · ;,•.: .-.u 'I ' .J -.. ~ '{. ···• 1 ''1·" •, .. ·, '•'·307~1 . q JPGO .a •• ~ .... : _ • ~· ~ t .... .._ ~,.;,· ._;~: .· ·:60llt NErlEVY ··> ; f. · ~-;'Col !1 ·, .... -·' . ~ '!,.,, • ·p ~··, l 11.1'19 iJ ·, 0.611 1: ;, --;"'·-~-a'<.; •·.·: i ;. ~-.· ; S7.SD 45..69" SILT WA'IER PROJECT OM.'-'tiTorAL IU81 J90.:.0!l . l4n.OO $ ~.ICtt.fiB :rw~JU\0:1-6-P •MooAC). Jli2SOOV AKA 'nt.\CT5 S,6,11,12 DESC: AJ\"Jl.ERS ORCHARD DBVELOPM6Nf. BK:C867 111 !(•01.S5 I'G:DI27 81<:07 54 PG:OS!J7 PG:Olll BK:I06J PO:OI31 RK:I063 blo:Ot20 BIC:UI6l PG :Ol27 nK:l063 PG:OJ2K LEGAL OliSC. OX fJLE Wlfll ASR PROPBRTY DESC.tUmON: 001404 ~21 COUNTY RD i;;l~ Itt; DEOOER, SKVlfiR S 2730 SNO\Vt.J."SS CREEK ROAD . S~O\YMA~.'i ,C.08t6~4 ....:?/~ 1/tJ 7 (!)..=#-ltY f/'1 ¥f-s/u7 ~I?!? 7 do7ul·l'5' dD7d-cJtf RET-' '1010~ PcATION FCinUUA RtOOROO IOl,OtO &5. I)Ji) PBRSCHAL 0 0 "fatAL 371,340 8'5, ~., n to!ET 10TAL 371 ' 340 85.440 ' ~ '·ll SSf.C,E ~ • · . _. . ~ SENIOR PROPERTVTAX EXEMPTION s: To quatry lor IIIli Senior E1empl"m, ~1'3 m11.~ ba nt · S' lua&l ~~~ ye:ua old on Janu~ry I ollh' year II' I a;~pllc!llk):t 15 . Z lled ll.'ld l:lllst h;r;e OWilcd Nl<l U·~ illh1ir l!::t'IIS let at IGast , 1!1. to yea.-a. rr.!fllidual\ \\"l'lCI qual:f~ fol L'lv exorrp:Jon en ~ January 1. 2007, and ,....,\'0 f!QI yet be11t1 lP~r;rt*ll, rriiV II• 11n "0 ~1tllrun wl'.h Uw Coll"l!y Anasorby.Jury 16, 20!17, Plnl'.;o if CQ'.Iid your A"ft30r 1Jl970.94S·D134. -&;' PJRSTH.&\LF FEB 28 .2007 S s.:cmm lMLf JUN li, 2007 s FULL PAYMENT APR 30,2007 S Uak9 CIIOI:bl Payable To: GARFIELD COUNTY TREASURER POST D~EO CHE<l~ ARf IIOT ,._._CEPTEO 2 ,072.0ol 2,012.0-J 4,J•H.OS 00 NOT PAY lUIS SILL IF YOUR MORTGAGE COMPANY WILL PAAKETHIS PAYMENT. SEE AOOIT!ONAllr.IPORTANT ~~~FORW.ATION ON BACK OF THIS NOTICE. ~ -~ . : ~ :~ Garfield Coun Application for Driveway Permit Person Obtaining Permit: Rocky Mountain Native Plallts Application Date: 9/1312007 CoUirty Road Number: CR 233 District: Rifle Permit Number: GRB07-D-100 Terminati01r Date: llh'l31'16M .Of?~ 00 Inspector: Jake Mall 57\ I UJ(! 8' r ~ hereby requests pennission and authority from the Board of County Commissioners to construct a driveway approach (es) on the right-of-way off of County Road, CR 233, nla of At address, located on the East side of road for the purpose of obtaining access to property. Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the proposed installation showing all the necessary specification detail including: 1. Frontage of lot along road. 2. Distance from centerline of road to property line. 3 . Number of driveways requested 4. Width of proposed driveways and angle of approach. 5. Distance from driveway to road intersection, if any. 6 . Size and shape of area separating driveways if more than one approach. 7. Setback distance ofbuilding(s) and other structure improvements. 8. No unloading of equipment on county road, any damage caused to county road will be repaired at subdivision expense. 9. Responsible for two years from the date of completion. General Provisions 1) The applicant represents all parties in interest, and affinns that the driveway approach (es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the road right of way. 2) The applicant shall furnish all labor and materials, perfonn all work, and pay all costs in connection with the construction of the driveway(s). All work shall be completed within thirty (30) days of the pennit date. 3) The type of construction shall be as designated and/or approved by the Board of County Commissioners or their representative and all materials used shall be of satisfactory quality and subject to inspection and approval of the Board of County Commissioners or their representative. 4) The traveling public shall be protected during the installation with proper warning signs and signals and the Board of County Commissioners and their duly appointed agents and employee shall be held hannless against any action for personal injury or property damage sustained by any reason of the exercise of the Pennit. 5) The Applicant shall assume responsibility for the removal or clearance of snow, ice, or sleet upon any portion of the driveway approach (es) even though deposited on the driveway(s) in the course of the County snow removal operations. 6) In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall be surely braced before the fence is cut to prevent any slacking of the remaining fence and all posts and wire removed shall be turned over to the District Road Supervisor of the Board of County Commissioners. 7) No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without written permission of the Board of County Commissioners. 8) Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions hereof. 9) Final inspection of driveway will be required upon completion and must be approved by person issuing permit or representative of person issuing permit. The inspection and sign off must be done prior to any CO from the Building and Planning Department being issued. 10) Contractor agrees to all Provisions in Exhibit A. Special Conditions: 1. Driveway Width- 2. Culvert required? False Size: by 25 3. Asphalt or concrete pad required? True Size of pad: 2S'X20'X4" 4. Gravel portion required? True Length: 50ft 5. Trees, brush and/or fence need to be removed for visibility? False 6. Distance and Direction: 7. Certified Traffic Control Required? False 8. Work zone signs required? True 9. Stop sign required In signing this application and upon receiving authorization and permission to install the driveway approach (es) described herein the Applicant signifies that he has read, understands and accepts the foregoing provisions and conditions and agrees to const ct the drivewa in accordance with the accompanying specification plan reviewed and approved by the Board of County Commissioners. Address: Telephone Number: (CJtf2.) ~JS-lf:Jie 2, Permit granted 9/13/2007, subject to the provisions, specifications and conditions stipulated herein. For Board of County Commissioners' of Garfield County, Colorado: Specifications 1. A driveway approach is understood to be that portion of the county road right-of way between the pavement edge and the property line that is designed and used for the interchange of traffic between the roadway and abutting property. 2. At any intersection, a driveway shall be restricted for a sufficient distance from the intersection to preserve the normal and safe movement of traffic. (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and for rural commercial entrances a minimum of 100 feet be provided.) 3. All entrances and exits shall be so located and constructed that vehicles approaching or using them will be able to obtain adequate sight distance in both directions along the county road in order to maneuver safely and without interfering with county road traffic. 4. The Applicant shall not be permitted to erect any sign or display material, either flXed or movable, on or extending over any portion of the county road right-of-way. 5. Generally, no more than one approach shall be allowed any parcel or property the frontage of which is less than one hundred ( 1 00) feet. Additional entrances or exits for parcels having a frontage in excess of one hundred 1 00) feet shall be permitted only after showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon adjoining property. 7. No commercial driveway shall have a width greater than thirty (30) feet measured at right angles to the centerline of the driveway except as increased by permissible radii. No noncommercial driveway shall have a width greater than twenty (20) feet measured at right angles to the centerline of the driveway, except as increased by permissible radii. 8. The axis of an approach to the road may be at a right angle to the centerline of the county road and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be less than sixty (60) degrees. Adjustment will be made according to the type of traffic to be served and other physical conditions. 9. The construction of parking or servicing areas on the county road right-of-way is specifically prohibited. Commercial establishments for customer vehicles should provide off-the-road parking facilities. 10. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the normal shoulder slope and for a distance equal to the width of the shoulder but in no case less than twenty (20) feet from the pavement edge. Approach grades are restricted to not more than ten percent ( 1 0%). 11. All driveways and approaches shall be so constructed that they shall not interfere with the drainage system of the street or county road. The Applicant will be required to provide, at his own expense, drainage structures at entrances and exits, which will become an integral part of the existing drainage system. The Board of County Commissioners or their representative, prior to installation, must approve the dimensions and types of all drainage structures. Note: This permit shall be made available at the site where and when work is being done. A work sketch or drawing of the proposed driveway(s) must accompany application. No permit will be issued without drawing, blueprint, or sketch. -.alii,,,, . ., ...... , ..... t' 111 _. • •• • •Hl '"' 1-..... .alt. • -.u--W.-• • I. 4!UUIHIIt-~ 1t:V.e I I'UIIIII'ew l.Dnee . ·----___ __.... ............... Pagel of2 Division of Registrations ------------------~----------------------··----·--k--------~·--~·~1~ Electrical and Plumbing Permits Online -----------------------...--~~~~ .,..,....~~.,, View Permtt 642t55 Site Jnspectlon5 IMpecttd Date 04/1.71%PD8 Company N.me: FlATOPS ELECTRJC Finlt Name.: STEVEN Last Name: HISCOCK Address: 3720CR214 City: SILT &al8: co ZipQode; 81852 Phcne: (870)1J7~ Fa: (970)876-~ Email Addreas: lm~t licenM Number; 3344 Proparty Type: PRIVATe F" IIV" L j;::"Nf ( (l.Gjb.--.T &rl6GJ\J !*>us& ~l*tr o..ner. ROCKY MOUNTAIN NATIVE PlANTS JDCJ Stae ~ 14CMCR 223 City; RIFLE St.io: CO ZipaJde: Courty: GARFIELD Power: XCB..-RIFLe 8uidlng Type: <miER Ccn&1ruclion Type: NEW Mile Conttl\ldioft: COMMERCIAL OTHER Type StltUI FINAL ACCEPTED "'....,_,../J. •• ,.., •• ..1--_,...,.a_ __ ·--~-· _r I t 200 ... 201&:55 9111175'5320 .. .. . HDV -19-~UU~(HUN) U8:2Y (nRleu·s •f~. Sent By: 2Js Engineering aervir:as; 909 rtr4 4i !5a: NoV•1B-07 11:52; ZJS En ineerin Services In 360 S. MliUken Av-., SUitt A. Ontario. Califonlla 91781 (HI) 17+419 Fax (sot) 174-410 AIIISSJoraeataa ConiC)''• M•aamdurfnt & Salca 4344 Mlldoa Bhd. Mo:ntc:t.lr. CA 9176.l • .K•: PDOti•C' fu.r the~ S.rla Gramtema rar Recto' Moubbl Natin '* located ar 3788 SOt M.-RJL, RJRo, co us Jolt liZ 1511-07 Jkar \b. Joracuoa: Tllis i1 t• ~ thu If k......,..ble c• 1)8• coacnCe n.to 1bc foochop dlaC .aler iD diem. ThlA wlllaot d'cct tb• IQbiliiy e r atnac:tural iDtc:pity of' e • fouedatio.GS ortlae lnriWI•c. Jflh•re ar~aad ~ditiDD•If~u.tionAt ar if1re e:tn be orfarcber a*ttaacc. COII•a~LIIht wriW. SlMet.q, {1._,-b..~ ·~'"; d;mL P.R. 7.JS F.apccrin~ ~ccs, l-. Ql.Z£~Z9 (01.6) P.OOJ/001 Page 111 i i I l I I I I I l I i I I t I ·\}~\·II J :1(; 1 -~~~., ~ t'\ .(t( .So\J._, K _ '" \ J....\ <:, (, ) j • -1 ._ I f- N l ) <.. __ .,tin' t.. ~), c. )t hi r'£.\, "·11'-.( CC b.,.. l I Af '-llu ~JI'\f! yt~< JM'I .Se/iCLuls cJ LJ ~ /ii!Ji' -/v /?ti~·l .uJ tJux hL /.-Jt'ti ~ 1 , ~ $(,1/ht_\L ~1-.fh, (!{a.·! {J( .JJ{10t.! e fD "E Rl a: ~ iii z .s ~ ~ & Q. ~ ~ ;3 ~ ,.._ ~ ~ 0 ~PIJt. Ji (tUIJ l}OIA J iCWr Jll-<:8/Jd•;S I J -n\ aiL/C.. S b [_--. /1 Jl~ C /, I ~, _/ (-· \) ~r 1 y, ;;u..~ ? , t'J __ (q:ro) 37C?-3J~Y COUNTY OF GAiiFI~~D ·_ ~41LPING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 1 Glenwood Springs. Colorado Phone (970) 945-8212 Job located al .:??ea (J 1/. ::2.. 31 Permit No. lc?l?Rfr 1 have this day Inspected this structure and these premises and found the following correcUons needed : rJ 74-.: ~R~ /:k.;r' <?'# d?' ~vZ~ I. ( --?-cc.ue 4.,.. 1U7f.br .>tP ur~tt, v~c.JC?-.t .,:lf .A.··n 7~ ~ d.) ~..£/ ~... fle -},..,.7 .. ~'->1 ' YO\f are hereby notified that the above correction must be inspected before covering. When correction( a) have ba•m made. call for Inspection at 970-384 ·5003. 20 :------ _ ...... Building Inspector --~-!//7 J~..,..--..:57:1:- Date 11-t<·a? Phone (970) 945·8212 Dec 17 07 04.11p Rocky Mtn Nciiw Plarts (970) 625-3276 ···.~~:·.-~· .;· .... · · ·· Roc·ky · Mountain ··Nati:ve~·Plants ~Company · ··. Date: f..:) -I ::Z · (1 =;-To: iTJtct/-· /~ F....,, /sus-lw .. ,. f r.L£ z...., Fax#: (til:) Q(t./-3'/lt~ . Number of Pages (including cover): 1 Message; l)lad .r I . 3780 Silt Mesa Rood. Rifle, CO 81650 Phone (970) 625-GROW (4769) -Fax (970) 625-FARM (3276) E-mail -nativc@nnnativepL"lnl;;.com p.1 •• 1 • • • •• • : ~ ' •••• -·.-1" • COUNTY OF GARFIELD -BUILDING DEPARTMENT CORREC ION CE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone(970)945-8212 Job located at ~?OC/ d 1<. 2.,3 ..3 Permit No. IO&&'fS ----~~-------------------------- I have this day inspected this structure and these premises and found the following corrections needed: -}(JI~~~#pn~ ~ ;;z;,.__ ~ ~ ~ .A/n /¥'~ rfC,d/ r ~-Jl~ ~ Tnt\\l~ * ""3-~"6~ ~tO $ "2>0 t{f:e\Yr.:p fu[cr-"3~~ D'l 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 I 1-!>-o 7 20 =-------- Building Inspector ~~--,"~--- Phone (970) 945-8212 No. \06o~ • .. .. Assessor's Parcel No. ~'\!1·C:>\~-<lC>-l.t0~ Date 10-\0-0+ BUILDING PERMIT CARD Job Address ~1--30 cr2.3"3-elfLe Owner ))efurr ,5t't.\lPC Address 14(}.4 (r~33 Contractor S:x:ty Vri\Y) ui\lte ~\ClY)-\:S Address 3180 (r 2,"53 Phone # 31--Q .. <;'Sb~ Phone # C2:Y' i-Ji-6Cf ~backs: ~ront Rear RH LH Zoning l~VY\\IY\f>tCluL .. QvteV) ·OOt>~ INSPECTIONS Soi Is Test -----:.,.--:r-------::--.------- Footing OK J¥ fn~ Foundation (/ Grout _______________ _ Underground Plumbing-------- Rough Plumbing --------- Framing ..J~1 -o8 /;}11-l.- Insulation-----------Roofing ___________ _ Drywall ----~~~-,------ Gas Piping /-1&-o 2 &2'}1L ). ~ 7-0(J fjvJL ~"-~ 7~(... of: NOTES Weatherproofing~__,,.,.... ~------- Mechanical t1 --7-D 8 /()1/YC' Electrical Rough (State) --r:rt.~-:-----"2""----Eiectr~Jll Final (State) 'f -'} 1--o g . Final ~[!'A 6 /Checklist Completed? Z'i!JL Certificate Occupancy # _lt:;F--O""""'l.f=--''-~..£...------ Date tS SuJid 9 ·23·0B Septic System *----------- Date------------ Other • l!K.v 9inal ~ (continue on back) INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB l4 HOURS NOTICE REQUIRED FOR INSPECI10NS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date lssued/0.::/..Q.:.C?::.Zoned Area .•••••.•.•..••••••••••..••.•.•• Permit No ••••• ./O..f~.~. AGREEMENT In consideration of the issuan~e of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in tlie zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use Gepm k«t~r:-f'Jomme.uiut Bvslnes:> Address or Le1:111 Description "!fiSO cr :131• i.;/G Owner /S~t. -'Zkylrl-Contrac:lor KbdrAf m7ii1 ~ PM:> Sctbpc)ss front Side Side RcQC This Card Must Be Posccd So Ills Plainly VIsible From Tile Street Until Flnallnspec:tlon. INSPECTION RECORD Footing til &,.-M.. . 6~"'" I~ r Driveway Ak~ Foundation ~v ~,.f& 7 -D..-/00 Underground Plumbing ~ Insulation ~ v Rough Plumbing .............. Drywall ~ Chimney & Vent ; .. _ ·1-(j g 4,Jm. Electric Fin~ll (by St11te Inspector} f..if.o fJ Gas Piping 1-J8·t:J(JJ)w..{2 ,f~ J 'b~~ft.il Final 3 . :z;. 0 '8 t8iv! Electric Rough (By Stale Inspector) Septic: Final Framiag ~ . '1 · tg ~"-Notes: (To Include ioorin place and Windows 11nd Doon installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Ca11384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT/DESTROY THIS CARD Date/f'-/(..(~By ~ IF PLACED•btiTSIDE-COVER WITH CLEAR PLASTIC . ~,.......... -"'i X !=~--;;; 1-- t' \ X \ \ I I I ~ \ \ \~ l /'--' \ ~-1'.. -\ \ I ~~ Pf \ \ it I I;-, \ \ ~ I ' rl!l \ ""' I I ' ' a.\ \ \ ' I ) :.....- X I I I I I I f r I I \ / _\ / .I I'--'--------...,."' / --------.... / -· ,---1---------~----,. .... -1--..... ---------· --( --I ~ 1 J "'t r~ ~ 1 ~ ~ -: c 1 f .ttl ~ 1 1 ~ ~ ~ ~ ii' ~ ~ tzl I J q f ::F. ?::::: t-~ ~"" a -~~ ~:!:-' I= X ~-~~ c I Sl ~ ---~-- I ~-' J j I I ~-I -------!-· r • -~1 I I X I ---------I -----·--t----. I I ' I I I ~ r I ~ I I r I X VI . I Q rl!l I >< ~~ ~ I I VI ~ ( ~ I Q I I ~ I I J r· I' I I I X I r I t.'f-\1\~G GRt.t.~r\oust. 10·-o· COlU~O SI'ACD<C M' 0 TOIAI. W<CTH 90'-0" ..... ·~, \ ··. \ ·. . '· \ '·· \ ~\~ ~··~ \ / t:---.. / \~·~==~/'''_,._ I'..'-.../ BAT. 0 0.. D<0 OF 8\.0C. 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MILLIKEN,. ~UITE A ONTARIO, CALIFORNIA 91761 PHONE ( 909 ) 974 4150 FAX: ( 909 ) 974 4153 STRUCTURAL CALCULATIONS CUSTOMER Rocky Mountain Native Plants < Conley > DATE : September 11,2007 JOB NUMBER : 21s21-o7 CONTENTS 41 ft - 6 in & 30 ft -0 in <6500 Series> 1 . Basic Loads ........................................ . 2. Verical Load Resisting Systems ..................... . 2.2. Check Roof Purlins/ Wall Girts ................... . 2.3. Check Trusses/Column Frame ....................... . 3. Lateral Load Resisting Systems •..................... 3.1 .Check For Lateral Loads in Transversal Direction .. 3.2.Check For Lateral Loads in Longitudinal Direction .. 4. Check Foundation ................................... . APENDIX .••..••..••.••••..•••.••••.•..•.•••.•••..•••• FIGURES ............................................ . SEP 1 2 2007 Page Number 2 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. fHONE {909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41 ft - 6 in & ~0 ft -0 in <6500 Series> DUPLEX PRINTING i Page Number 3 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job# 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P .E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &.30ft -0 in <6500 Series> DESIGN CRITERIA This building was designed using the criteria listed below. Capacity for loads greater than these or for load combinations other than shown belo~ specifically neither intended nor implied. 1. BASIC LOADS 1.1. Dead Load p = 2.5 DL lb ft~ 1.2. Snow Load p = 40 SN lb ft~ 1.3. Wind Load Governs Over Live Load Per Section 1607 of IBC 2003 Per ASCE 7 adopted by Section 1609.1.1 . Of IBC 2003 LOV-RISE BUILDING per Section 6.2 1. mean roof height h less than or equal to 60 ft; and 2. mean roof height h does not exceed least horizontal dimension. v = 90 mph -3s Gust h = 14ft. -Mean Helgth Of Roof Kh = 0.85 -Per Table 6-3 for exposureC Kzt = 1.0 -Topographic Factor per Figure 6.4 Kd = 0.85 -Directionality Factor per Table 6-4 I = 0.87 -Importance Factor per Table 6-1 for Category I GC pi = ± 0.18 -Inter . Pressure Coeff . per Figure 6-5 Page Number 4 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909} 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41 ft - 6 in & 30 ft -0 in <6500 Series> Pressure Coefficient on Main Vind-Forced Resisting Systems G = 0.85 -Gust Effect Factor Per Section 6.5.8. 0 .3 ~ r = 0.34 ~ 0.6 Rise-to-span ratio On Arched Roofs Per Table 6-8. c = 2.75r-0 .7 = 0.24 (windward 1/4 Roof ) Ext. Press. Coeff. Per Table 6-8 p c = -0.7 - r = -1.04 ( center 1/2 Roof ) Ext. Press. Coeff. Per Table 6-8 p c = -0.5 ( leeward 1/4 Roof ) Ext. Press. Coeff. Per Table 6-8 p Transversal Direction ( CASE A ) : GC = 0.56 (windward wall) -External Pressure Coefficients per Figure 6-10 pf [1 ] GC = 0.20 (windward 1/4 Roof ) pf [2] GC = -0.88 (center 1/2 Roof ) pf" [23] GC = -0.42 (leeward 1/4 Roof ) pf" [3) GC = -0. 37 (leeward wall) -External !p r essure Coefficients per Figur e 6-10 pf [4] Longitudinal Direction ( CASE B ) 9 = 0° GC = pf 0.40 (windward wall ) -External Pressure Coeff i cients per Figure 6-10 ( 1] GC = -0.69 pf" (windward roof) -External Pressure Coefficients per Figure 6-10 (2] GC = -0.37 pf" (leeward roof ) -Exter nal Pressure Coeffici ent s per Figur e 6-10 [3] GC = -0.29 pf (leeward wall) -External Pressure Coefficients per Figure 6-10 (4] Page Number 5 Designed By: Z.J.S.ENGINEERING SERVIcES INC. Job # 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &.30ft -0 in <6500 Series> T GC pf T GC pf GC pf (3] GC pf INTERNAL PRESSURE GC pf [1) ~ GC ~pl 1.4. Seismic Load GC~ pl [4] ~ GC pr [1] ~ Note According to Section 1614.1 of IBC 2003 Exceptions: [2] [ 3] I ;:~··/ ! GC lHTER9AL ~~ ~ pl PRESSURE GC ~ GC pl pf // [4] 4. Agricultural storage structures intended only for incidental human occupancy are exempt from requirements of Sections 1613 through 1622. I 2. CHECK VERTICAL loAD RESISTING SYSTEMS 2.1. Check Roof Purlins/ Vall Girts Simple Span Condition w M MAX. s RQ. E = 29. 103 ksi Fy = 55.0 ksi Uniform Load Max. Moment Required Section Modulus l ! ! ! ! w ! ! ! ! 1 t. Modulus Of Elasticity Of Steel Yield Stress Designed By: Z .J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Reference: Rocky Mountain Native Plants < Conley > Description: 41 £t -6 in & ·30 £t -0 in <6500 Series> 2.2.1. For 4.36 ft Spacing, 6 £t Long <Purlin> Use: 3" x 1 3/4 " x 16 GA. or Equivalent Material : Steel • ASTM A446 Grade D For Allowable Loads See APPENDIX MA = 15.4 kip-in -Allowable Bendin g Moment b = 2.41 ft Spacing Of The Purlin : 29 ~ t = 10 ft Span Between Two Supports For Dead Load + Snow Load w R DL+SL = DL+SL 2 w l = t 2 = 102.4 ~ ft 0.51 kips Page Number 6 Job # 21521-07 Date 9-11-2007 M DL+SL 15.36 kip-in < MA 1= 15. 4 kip-in OK See Appendix = = DL+SL 8 For Dead Load + Wind Load Effective wind areas of roof 2 l 2 A = b l = 24.10 ft or A = -t = 33.33 ft EFF EFF 3 A = 24.10 ft2 Controls !~ GCP = 1.49 -Refer to Figure 6-11B EFF qh ( GC + GC ) = 21.76 ~ -max. wi nd pressure p pi ft~ w -[ q ( GC + GC ) - p ] b = 46. 41 ~ DL+WL-h P p l DL ft . w DL +WL R = -"""'='--= 0.23 kips DL+WL 2 t 2 WDL+WL MDL+WL = -"""'='s--= 6.96 kip-in < 1.33 MA = 20.48 kip-in OK See Append i x Page Number 7 Designed By: Z.J.S.ENGINEERING SERVICES INC . 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &.30ft -0 in <6500 Series> 2.2.2. For 4.36 ft Spacing,10 ft Long <Girt> Use: 3" x 2 31 4 " x 28 GA. or Equivalent Material : Steel , ASTM A446 Grade D For Allowable Loads See APPENDIX Job # 21521-07 Date 9-11-2007 MA = 12.10 kip-in t = 10.00 ft. [ Allowable Moment For Bending -See APPENDIX ] Span Between Two Supports b = 4.29 ft. Spacing Of The Girt AEFF = b t = 42. ft~ ~ GCP = 1.2 -Refer to Figure 6-11B w = qh GC b = 67. 0 ....!.!!:_ Wl. p ft. w t R = WL = 0.33 kips WL 2 t 2 WWL M = -=--WL 8 = 10.05 kip-ln. < 1 .33 MA = 16.09 kip-in 2.2. Check Trusses/Column Frame 2. 3.1. 41' -6" and 30' Span Arch 6500 See Figure 1. Units : lb, in Spacing Of The Truss = 10. ft Lb p = 2.5 -- DL Ft2 p = 40 SL Lb p = 13.03-- WL Ft~ [ 90 mph Exp. 'c' M I C R 0 S A F E STRUCTURAL ANALYSIS BY FINITE ELEMENTS Version: SAFE2STA (2-D) Rel. 4.0 9/12/2007 0:09:07 Input data file 21521 .INP Output data file WORK.OUT Page Number 8 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E . PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41 ft -6 in & ~0 ft -0 in <6500 Series> SIZE OF THE STRUCTURE Number of nodes 39 Number of materials 6 Number of beams 70 Number of beam end releases 73 Number of plates 0 Number of fasteners 0 Number of primary loadcases 3 Number of superposition loadcases 2 Number of restrained degrees of freedom 9 NODE COORDINATES Node Coordinate X Coordinate Y 1 .00000 -24 .00000 2 .00000 96.00000 3 35.77000 96.00000 4 99.00000 177 .30000 5 199.00000 220.55000 6 249.00000 234.40000 7 249.00000 96.00000 ; 10 346.00000 96.00000 11 299.00000 220.55000 12 399.00000 177.30000 14 152.00000 96.00000 15 498.00000 96.00000 16 498.00000 -24 .00000 17 .00000 72.00000 18 498.00000 72.00000 19 462.23000 96.00000 20 224.00000 158 .28000 21 274.00000 158 .28000 22 49.00000 141.00000 23 149 .00000 203.00000 24 349 .00000 203.00000 25 449.00000 141.00000 26 74 .00000 96.00000 27 424 .00000 96.00000 105 543 .00000 128.50000 106 543.00000 96.00000 107 588.00000 155.00000 108 628.00000 96.00000 109 628 .00000 171 .50000 112 678 .00000 180.00000 114 728.00000 171 .50000 115 728 .00000 96 .00000 Page Number 9 Designed By : Z.J .S.ENGINEERING SERVICES INC. Job # 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41 ft -6 in & 30 ft -0 in <6500 Series> 116 768.00000 155.00000 117 813 .00000 96.00000 118 813.00000 128.50000 119 858.00000 96.00000 120 858 .00000 72.00000 121 858.00000 15.00000 122 858 .00000 -24.00000 MATERIAL PROPERTIES Code Young ' s modulus Poisson's ratio Specific weight 1 29000000. .300000 .000 2 29000000. .300000 .000 3 29000000. .300000 .000 4 29000000. .300000 .000 5 29000000. .300000 .000 6 29000000. .300000 .000 BEAM DATA Beam I J Length Area M. Inertia Material 1 17 2 24 .000 1.9300 3 .56000 4"dia .l6 2 15 18 24 .000 1.9300 3.56000 4"dia .16 5 2 22 66 .528 .9100 1.93000 TC2 :4"hat14ga 6 4 23 56.218 .9100 1.93000 TC2:4"hat14ga 7 5 6 51.883 .9100 1.93000 TC2:4"hat14ga 10 6 11 51.883 .9100 1.93000 TC2:4"hat14ga 11 11 24 52 .991 .9100 1.93000 TC2 :4"hat14ga 12 12 25 61.787 .9100 1.93000 TC2:4"hat14ga 13 2 3 35 .770 .5200 . 15000 BC :1-5/8dia.11 14 3 26 38.230 .5200 .15000 BC :1-5/8dia.11 15 7 10 97 .000 .5200 .15000 BC :1-5/8dia.11 16 14 5 133 .123 .3200 .10000 w :1-5/8dia.065 17 14 7 97 .000 .5200 .15000 BC : 1-5/8dia. 11 18 10 27 78 .000 .5200 .15000 BC : 1-5/8dia. 11 19 11 10 133 .123 .3200 . 10000 w :1-5/8dia.065 20 15 19 35.770 .5200 .15000 BC : 1-5/Sdia. 11 2 1 1 17 96 .000 1.9300 3 .56000 4"dia.16 22 16 18 96.000 1 .9300 3.56000 4"dia.16 23 17 3 43 .075 .5200 .15000 K : 1-5/8dia.ll 24 19 18 43.075 .5200 .15000 K :1-5/8dia.11 25 3 22 46 .905 .3200 .10000 w :l -5/8dia.065 26 4 14 97 .050 .3200 .10000 w :1-5/8dia .065 27 5 20 67 .101 .3200 .10000 w :1 -5/8dia .065 Page Number 10 Designed By: Z.J.S.ENGINEERING SERVICES .INC. Job # 21521-07 I 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. fHONE (909) 974-4150 Date 9-11-2007 I Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &"30ft -0 in <6500 Series> 28 20 21 50.000 .3200 .10000 w : 1-5/8dl a . 065 29 11 21 67.101 .3200 .10000 w :1-5/8dia.065 30 12 10 97.050 .3200 .10000 w :1-5/8dia.065 31 19 25 46.905 .3200 .10000 w :1-5/8dia.065 32 7 20 67.110 .3200 .10000 w :1-5/8dia.065 33 7 21 67.110 .3200 .10000 w :1-5/8dia.065 34 26 14 78.000 .5200 .15000 BC : 1-5/8dia. 11 35 26 22 51.478 .3200 .10000 w :1-5/8dia.065 36 26 4 85.057 .3200 .10000 w :1-5/8dla.065 37 14 23 107 .042 .3200 .10000 w :1-5/8dia.065 38 10 24 107.042 .3200 .10000 w :1-5/8dia.065 39 27 12 85.057 .3200 .10000 w :1-5/8dia.065 40 27 25 51.478 .3200 .10000 w :1-5/8dia.065 4 1 27 19 38.230 .5200 .15000 BC :1-5/8dia.11 42 22 4 61.787 .9100 1.93000 TC2:4"hat14ga 43 23 5 52.991 .9100 1.93000 TC2:4"hat14ga 44 24 12 56.218 .9100 1.93000 TC2:4"hatl4ga 45 25 15 66.528 .9100 1.93000 TC2:4"hat14ga 46 5 11 100.000 .3200 .10000 w :1-5/8dia.065 104 18 106 51.000 .5200 .15000 K :1-5/8dia.11 105 15 105 55.509 .7300 1.58000 TC1:4"hat16ga 106 15 106 45.000 .5200 .15000 BC :1-5/8dia.11 107 105 107 52 .223 .7300 1.58000 TC1:4"hat16ga 108 106 107 74 .202 .3200 .10000 w :1-5/8dia.065 109 106 108 85.000 .s2oo .15000 BC :1-5/8dia.ll 110 107 108 71.281 .3200 .10000 w :1-5/8dia.065 111 107 109 43.270 .7300 1.58000 TC1:4"hat16ga 112 108 112 97.755 .3200 .10000 w :1-5/8dia.065 113 108 115 100.000 .5200 .15000 BC :1-5/8dia.11 114 109 112 50.717 .7300 1.58000 TC1:4"hat16ga 115 106 105 32.500 .3200 .10000 w :1-5/8dia.065 118 117 118 32.500 .3200 .10000 w :1-5/8dia.065 121 112 114 50.717 .7300 1.58000 TC1:4"hat16ga 122 115 112 97 .755 .3200 .10000 w :1-5/8dia.065 123 114 116 43.270 .7300 1.58000 TC1 : 4"hat16ga 124 115 116 71.281 .3200 .10000 w :1-5/8dia.065 125 115 117 85.000 .5200 .15000 BC : 1-S/8dia.11 126 116 117 74.202 .3200 .10000 w :1-5/8dia.065 127 116 118 52.223 .7300 1.58000 TC1:4"hat16ga 128 117 119 45.000 .5200 .15000 BC : 1-5/8dia. 11 129 118 119 55.509 .7300 1.58000 TC1:4"hat16ga 130 119 120 24.000 1.9300 3 .56000 4"dia. 16 131 120 121 57.000 1 .9300 3 .56000 4"dia .16 132 121 122 39.000 1 .9300 3.56000 4"dia.16 133 120 117 51.000 .5200 .15000 K :1-5/8dia.11 135 108 109 75 .500 .3200 .09700 TC1:4"hat16ga 136 11 5 114 75 .500 .3200 .09700 TC1:4"hat16ga Page Number 11 Designed By: Z. J. S. ENGINEERING SERVICES INC. Job # 21521-07 350 S.Milliken,#A .ONTARIO,Ca91761 Janos Boros P.E. PHONE (909} 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &_30ft -0 in <6500 Series> PRIMARY LOADCASES Loadcase name DEAD LOAD Loadcase number 1 Number of loaded nodes 0 Number of loaded beams 18 Number of loaded plates 0 Gravity loads factor .00000 BEAM LOADS Beam Loading direction End Distributed Loads 5 Global Y axis -1.00000 -1.00000 42 Global Y axis -1.00000 -1.00000 6 Global Y axis -1.00000 -1.00000 43 Global Y axis -1.00000 -1.00000 7 Global Y axis -1.00000 -1.00000 10 Global Y axis -1.00000 -1.00000 11 Global Y axis -1.00000 -1.00000 44 Global Y axis -1.00000 -1.00000 12 Global Y axis -1.00000 -1.00000 45 Global Y axis -1.00000 -1.00000 105 Global Y axis -1.00000 -1.00000 107 Global Y axis -1.00000, -1.00000 111 Global Y axis -1.00000 -1.00000 114 Global Y axis -1.00000 -1.00000 121 Global Y axis -1.00000 -1.00000 123 Global Y axis -1.00000 -1.00000 127 Global Y axis -1.00000 -1.00000 129 Global Y axis -1.00000 -1.00000 Loadcase name SNOW LOAD Loadcase number 2 Number of loaded nodes 0 Number of loaded beams 18 Number of loaded plates 0 Gravity loads factor .00000 BEAM LOADS Beam Loading direction End Distributed Loads 5 Global Y axis -1.00000 -1.00000 42 Global Y axis -1.00000 -1.00000 6 Global Y axis -1.00000 -1.00000 43 Global Y axis -1 .00000 -1.00000 7 Global Y axis -1.00000 -1.00000 Page Number 1 2 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S .Milliken.iA.ONTARIO.Ca91761 Janos Boros P.E . PHONE {909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &"30ft -0 in <6500 Series> 10 Global Y axis -1 .00000 -1.00000 11 Global Y axis -1.00000 -1.00000 44 Global Y axis -1.00000 -1.00000 12 Global Y axis -1.00000 -1.00000 45 Global Y axis -1.00000 -1.00000 105 Global Y axis -1.00000 -1.00000 107 Global Y axis -1.00000 -1.00000 11 1 Global Y axis -1.00000 -1.00000 114 Global Y axis -1.00000 -1.00000 121 Global Y axis -1.00000 -1.00000 123 Global Y axis -1.00000 -1 .00000 127 Global Y axis -1.00000 -1.00000 129 Global Y axis -1.00000 -1.00000 Loadcase name WIND LOAD Loadcase number 3 Number of loaded nodes 0 Number of loaded beams 23 Number of loaded plates 0 Gravity loads factor .00000 BEAM LOADS Beam Loading direction End Dist ~i buted Loads 1 Global X axis .56000 .56000 21 Global X axis .56000 .56000 5 Local Y axis -.02000 -.02000 42 Local Y a x is -.02000 -.02000 6 Local Y axis -.02000 -.02000 43 Local Y axis 1 .06000 1 .06000 1 Local Y axis 1.06000 1.06000 10 Local Y axis 1 .06000 1 .06000 11 Local Y axis 1 .06000 1 .06000 44 Local Y axis .60000 .60000 12 Local Y a x is .60000 .60000 45 Local Y axis .60000 .60000 105 Local Y axis -.02000 -.02000 107 Local Y axis -.02000 -.02000 111 Local Y axis 1.06000 1.06000 114 Local Y axis 1.06000 1 .06000 121 Local Y axis 1.06000 1 .06000 123 Local Y axis 1.06000 1.06000 127 Local Y axis .60000 .60000 1 29 Local Y a x is .60000 .60000 130 Global X axi s .37000 .370 00 1 3 1 Global X a x is .37000 .37000 132 Globa l X a xi s . 37000 .37000 Designed By: Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Reference: Rocky Mountain Native Plants < Conley > Description: 41 ft - 6 in & .30 ft -0 in <6500 Series> SUPERPOSITION LOADCASES Loadcase name Loadcase number DEAD LOAD + SNOW LOAD 4 Number of superpositions 2 LOADCASE Superposition factor 1 2.08: 2.5 PSF @ 10' 2 33 .33: 40.0 PSF @ 10' Loadcase name Loadcase number DEAD LOAD + WIND LOAD 5 Number of superpositions 2 LOADCASE Superposition factor 1 2.08: 2.5 PSF @ 10' 3 10.85: 13.0 PSF@ 10' MOVEMENT RESTRAINTS Node 1 1 1 16 16 16 122 122 122 Type of restraint Translation along X axis Translation along Y axis Rotation about Z axis Translation along X axis Translation along Y axis Rotation about Z axis Translation along X axis Translation along Y axis Rotation about Z axis Restraint .00000 .00000 .00000 .00000 .00000 .00000 .00000 .00000 .00000 Page Number 13 Job # 21521-07 Date 9-11-2007 =============================---=======-=--======--==----= RESULTS FOR LOADCASE 4 : DEAD LOAD + SNOW LOAD ===:==========================================================-~========= BEAM LOADS AND STRESSES PX1 Or PX2 Axial Load At The Ends Of The Member SXl Or SX2 Axial Stress At The Ends Of The Member + : Tension , - : Compression SH1 Or SH2 Shear At The Ends Of The Member BM1 Or BM2 Bending Moment At The Ends Of The Member Page Number 14 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S.Milliken,#A.ONTARIO ,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &~0 ft -0 in <6500 Series> Beam I J PX 1 SX1 PX2 SX2 1 17 2 -8940 . -4632 . -8940. -4632 . 2 15 18 -9332 . -4835. -9332. -4835. 5 2 22 -12216. -13425. -10623. -11674. 6 4 23 -10330 . -11352. -9420. -10352. 7 5 6 -4321. -4748. -3831. -4209. 10 6 11 -3830 . -4209. -4321. -4748. 11 11 24 -8469. -9307. -9091. -9990. 12 12 25 -8316. -9138. -9601. -10551 . 13 2 3 9424 . 18124. 9424. 18124. 14 3 26 8 198. 15765 . 8198. 15765. 15 7 10 7797 . 14993. 7797 . 14993. 16 14 5 694. 2168 . 694. 2168. 17 14 7 8022. 15427 . 8022. 15427 . 18 10 27 7308. 14053 . 7308. 14053 . 19 11 10 -84. -263 . -84. -263 . 20 15 19 11641. 22387 . 11641. 22387. 21 1 17 -9968 . -5165 . -9968 . -5165 . 22 16 18 -1 8059. -9357 . -18059 . -9357 . 23 17 3 -1846 . -3550. -1846 . -3550 . 24 19 18 -8837 . -1 6994 . -8837 . -16994 . 25 3 2 2 -1088. -3399 . -1088 . -3399 . 26 4 14 -119. -371. -119 . -371 . 27 5 20 -302. -944. -302. -944 . 28 20 21 -1. -2. -1. -2 . 29 11 21 303. 946 . 303 . 946. 30 12 10 875. 2733 . 875 . 2733 . 31 19 25 -5126. -16019. -5126 . -16019. 32 7 20 -302. -943. -302 . -943 . 33 7 21 303. 947 . 303. 947 . 34 26 14 8347. 16052. 8347 . 16052 . 35 26 22 200. 626 . 200 . 626 . 36 26 4 -1 76. -551. -176 . -551. 37 14 23 -550. -1720 . -550 . -1720 . 38 1 0 24 -654. -2043 . -654 . -2043 . 39 27 12 -1893. -5914 . -1893. -5914 . 40 27 25 2063. 6448 . 2063. 6448. 41 27 19 5749. 11056 . 5749 . 11056 . 42 22 4 -11485. -12621 . -10200. -11209 . 43 23 5 -9618. -10569. -8997. -9887. 44 24 12 -8854 . -9730. -9764. -10730 . 45 25 1 5 -5731. -6298. -7324. -8049. 46 5 11 -4428. -13837 . -4428 . -13837. 104 18 106 -8082 . -15542 . -8082. -15542. 105 15 105 -5244 . -7184. -4093 . -5607 . 106 15 106 1 0485. 20163 . 10485 . 20 163 . 107 1 05 107 -4875 . -6678 . -3936. -5392 . 108 1 06 107 -2986 . -9331. -2986. -933 1. Page Number 15 Designed By : Z. J. S. ENGINEERING SERVICES INC. Job # 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &.30ft -0 in <6500 Series> 109 106 108 5165. 9932. 5165. 9932 . 110 107 108 632. 1974. 632. 1974. 111 107 109 -6712. -9194 . -6127. -8394 . 112 108 112 -377. -1177. -377. -1177. 113 108 115 5712. 10984. 5112 . 10984. 114 109 112 -6171. -8453. -5870 . -8041. 115 106 105 -1431. -4473 . -1431. -4473 . 118 117 118 -879. -2747. -879. -2747. 121 112 114 -6387. -8750. -6688. -9162 . 122 115 112 623. 1946. 623. 1946 . 123 114 116 -6695. -9171. -7279 . -9971. 124 115 116 -603 . -1883 . -603. -1883. 125 115 117 6369. 12247 . 6369. 12247 . 126 116 117 217. 678. 217 . 678. 127 116 118 -7547. -10338. -8485. -11624 . 128 117 119 7807. 15014. 7807. 15014. 129 118 119 -8005. -10966 . -9156 . -12542. 130 119 120 -6057 . -3139 . -6057 . -3139 . 131 120 121 -6755 . -3500. -6755. -3500 . 132 121 122 -6755. -3500. -6755. -3500. 133 120 117 -1482. -2849. -1482. -2849. 135 108 109 -200 . -624. -200. -624. 136 115 114 -32 . -101. -32. -101 . Beam I J SH1 , SH2 BM1 BM2 1 17 2 -1040. -1040. -24952. 0. 2 15 18 137. 137. 0. -3297. 5 2 22 -907. 829 . 0. -7024 . 6 4 23 -901. 869. -8561. -7659. 7 5 6 -110. 1060. -4137. -13208. 10 6 11 -1062 . 709. -13208. -4041 . 11 11 24 -812 . 958. -4041. -7921. 12 12 25 -877 . 894. -8009 . -8526. 13 2 3 -9. -9. 0. 307. 14 3 26 6. 6. 307. 60. 15 1 10 -0 . -0. 0 . 46 . 16 14 5 0 . 0. 0. 0 . 17 14 7 1. 1. 60. 0. 18 10 27 -1. -1. 46. 122. 19 11 10 0 . 0. 0. 0. 20 15 19 -1. -1. 0 . 44. 21 1 17 493 . 493 . 22413 . -24952 . 22 16 18 -70 . -70 . -3399 . 3297 . 23 17 3 0. 0. 0. 0. 24 19 18 0 . 0. 0. 0. 25 3 22 0. 0 . 0. 0. 26 4 14 0. 0 . 0 . 0 . 27 5 20 -0 . -0 . 0 . 2 4 . Page Number 16 Designed By: Z.J.S.ENGINEERING SERVICES .INC. Jo b # 21521-07 350 S.Mi l liken,#A .ON TARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-41 50 Date 9-1 1 -2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &'30ft -0 in <6500 Series> 28 20 21 0. 0 . 0. 0. 29 11 21 0. 0. 0. -25. 30 12 10 0. o. 0. 0. 31 19 25 o. 0 . 0. 0. 32 7 20 0 . 0 . 0. -24. 33 7 21 -0. -0 . 0. 25. 34 26 14 0. 0 . 60. 60. 35 26 22 0 . 0 . 0. o. 36 26 4 0. o. 0. 0. 37 14 23 0. 0 . 0. 0. 38 10 24 o. o. 0. 0. 39 27 12 0. o. 0. 0. 40 27 25 0 . 0 . 0. 0. 41 27 19 4. 4 . 122. -44. 42 22 4 -860 . 9 1 0. -7024. -8561. 43 23 5 -952 . 8 1 9 . -7659. -4137. 44 24 12 -884 . 887 . -7921 . -8009 . 45 25 15 -851. 884 . -8526 . 0. 46 5 11 0 . 0 . 0 . 0. 104 18 106 0 . o. 0 . 0 . 105 15 105 -80 9. 785 . 0 . -6699. 106 15 106 -2 . -2 . 0. 87. 107 105 107 -833 . 760 . -6699. -4784. 108 106 107 0 . 0. 0 . 0. 109 106 108 o. 0 . 87 . 61. 110 107 108 0 . 0 . 0 . 0. 111 107 109 -686. 730 . -478 4 . -5737. 112 108 112 o. 0. 0. 0. 113 108 115 1. 1. 61. -5. 114 109 112 -839 . 932 . -5737. -8090. 115 106 105 o. 0 . 0 . 0. 118 117 118 0 . 0 . o. o. 121 112 114 -938 . 833. -8090. -5436 . 122 115 112 o. 0 . 0. 0. 123 114 116 -696 . 721. -5436 . -5977. 124 115 116 0 . 0 . 0 . 0 . 125 115 117 -3 . -3. -5 . 27 1. 126 116 117 o. o. 0. o. 127 116 118 -829 . 765. -5977. -4305 . 128 117 119 6 . 6 . 271. 0 . 129 118 119 -741. 852 . -4305 . 0. 130 119 120 884 . 884 . o. -21209 . 131 120 121 -424 . -424 . -21209 , 2938 . 132 121 122 -424 . -424 . 2938. 1946 0 . 133 120 117 0 . 0. 0 . 0. 135 108 109 0. 0. 0 . 0 . 1 36 11 5 114 0 . 0 . o. o. Page Number 17 Designed By : Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &.30ft -0 in <6500 Series> Type of beam : 4"dia.16 Maximum Stress -Compression [ fa ] -9357. At Beam 22 Maximum Bending Moment [ M ] -24952. At Beam 1 Type of beam : w : 1-5/8dia .. 065 Maximum Stress -Compression [ fa ] -16019 . At Beam 31 Maximum Stress -Tension [ ft ] 6448. At Beam 40 Type of beam : TC1 :4"hat16ga Maximum Stress -Compression [ fa -10966. At Beam 129 Maximum Bending Moment [ M -8090. At Beam 121 Type of beam : BC :1-5/8dia.11 Maximum Stress -Tension ft 22387. At Beam 20 Maximum Bending Moment M 307 . At Beam 14 Type of beam : K. : 1-5/Sdia.ll Maximum Stress -Compression [ fa ] -16994 . At Beam 24 I I Type of beam : TC2:4"hat14ga Maximum Stress -Compression fa -13425. At Beam 5 Maximum Bending Moment M -13208. At Beam 10 NODE INTERNAL FORCES AND REACTIONS Node FX FY MZ 1 493 . Reaction 9968 . Reaction -22413. 16 -70. Reaction 18059. Reaction 3399. 122 -424. Reaction 6755. Reaction 19460. Page Number 18 Designed By: Z.J.S .ENGINEERING SERVICES INC. Job # 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHON£ (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41 ft -6 in & ~0 ft -0 in <6500 Series> ===--=================~=================================================== RESULTS FOR LOADCASE 5 : DEAD LOAD + WIND LOAD ============================================--============================= BEAM LOADS AND STRESSES PX1 Or PX2 Axial Load At The Ends Of The Member SX1 Or SX2 Axial Stress At The Ends Of The Member + : Tension , - : Compression SH1 Or SH2 Shear At The Ends Of The Member BM1 Or BM2 Bending Moment At The Ends Of The Member Beam I J PX1 SX1 PX2 1 17 2 -136. -71. -136. 2 15 18 966. 501. 966. 5 2 22 -130 . -143 . -36. 6 4 23 1214 . 1334 . 1267 . 7 5 6 941. 1034. 969. 10 6 11 969 . 1065.· 941. 11 11 24 1842. 2024. 1805. 12 12 25 1732. 1904 . 1657. 13 2 3 -1092. -2ioo. -1092. 14 3 26 23. 44. 23 . 15 7 10 -1334 . -2565. -1334. 16 14 5 604. 1887. 604. 17 14 7 -1110. -2134. -1110. 18 10 27 -1 425. -2740 . -1425. 19 11 10 -192. -599. -192. 20 15 19 -1626 . -3126. -1626 . 21 1 17 795 . 412. 795. 22 16 18 2146. 1112. 2146 . 23 17 3 1671 . 3214. 1671 . 24 19 18 256. 492 . 256 . 25 3 22 967. 3022 . 967. 26 4 14 -732. -2289 . -732. 27 5 20 -301. -939. -301. 28 20 21 0. 0. 0. 29 11 21 300. 939 . 300. 30 12 10 36. 111. 36. 31 19 25 151. 472. 151. 32 7 20 -301 . -939. -301. 33 1 21 300. 939. 300 . 34 26 1 4 -498 . -958 . -498. 35 26 22 -690. -2156. -690. 36 26 4 633. 1977 . 633 . 37 14 23 49. 152. 49 . SX2 -71. 501. -40 . 1393. 1065. 1034. 1984. 1821. -2100. 44 . -2565. 1887. -2134. -2740. -599. -3126. 412. 1112. 3214. 492. 3022. -2289. -939. 0 . 939 . 1 11 . 472. -939. 939. -958. -2156. 1977 . 152. Page Number 19 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S.Mllllken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &.30ft -o in <6500 Series> 38 10 24 150. 468. 150. 468. 39 27 12 -38. -119 . -38. -119. 40 27 25 40. 126. 40. 126. 41 27 19 -1456. -2800. -1456. -2800. 42 22 4 641. 704. 716. 787 . 43 23 5 1267. 1393. 1304. 1433. 44 24 12 1758. 1932. 1704. 1873. 45 25 15 1524. 1675. 1430. 1572. 46 5 11 797. 2490. 797. 2490. 104 18 106 2202. 4235. 2202. 4235. 105 15 105 -135. -184. -67. -92 . 106 15 106 -1732. -3331. -1732. -3331. 107 105 107 -122. -167. -67. -91. 108 106 107 1427. 4461. 1427. 4461 . 109 106 108 -654. -1259. -654. -1259. 110 107 108 -618. -1930. -618. -1930. 111 107 109 1285 . 1760. 1319. 1807 . 112 108 112 371. 1158. 371. 1158. 113 108 115 -1191. -2290. -1191. -2290. 114 109 112 1375. 1884. 1393. 1908. 115 106 105 -100. -314. -100. -314. 118 117 118 -23. -73. -23. -73. 121 112 114 1804. 2472. 1787. 2447 . 122 115 112 -425. -1327. -425 . -1327. 123 114 116 1778. 2436. 1744. 2389. 124 115 116 393. 1227. 393. 1227. 125 115 117 -1628. -3131. -1628 . -3131. 126 116 117 -745. -2330. -745 . -2330 . 127 116 118 2471. 3385. 2416. 3309 . 128 117 119 -919. -1767. -919 . -1767. 129 118 119 2428. 3326. 2360. 3233 . 130 119 120 1510. 783. 1510. 783 . 131 120 121 891. 462. 891. 462 . 132 121 122 891. 462 . 891. 462. 133 120 117 -1316. -2531. -1316. -2531 . 135 108 109 194. 607. 194. 607. 136 115 114 38. 119. 38. 119 . Beam I J SH1 SH2 BM1 8M2 1 17 2 999. 1145 . 25433 . 0. 2 15 18 1115. 1115. 0. -26771. 5 2 22 -64 . 53. 0. -279. 6 4 23 -96. 20 . -1057. 1066. 7 5 6 224. -269. 1751. 2901. 10 6 11 269. -224 . 2901 . 1749. 11 11 24 257 . -249 . 1749 . 1529 . 12 12 25 148 . -150 . 1258. 1326. 13 2 3 -2 . -2. 0. 58. Page Number 20 Desi gned By: Z.J.S.ENGINEERING SERVICES .INC. Job # 21521-07 350 S.Milliken,#A.ONTAR IO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41 £t - 6 in & ·30 £t -o in <6500 Series> 14 3 26 2 . 2. 58. -7. 15 7 10 0 . 0. 0. -14 . 16 14 5 o. o. 0. 0. 17 14 7 0. 0. -4. 0. 18 10 27 0. 0. -14 . -10. 1 9 11 10 . 0. 0. 0. 0 . 20 15 19 -1. -1. o. 48. 21 1 17 -972. -389 . -39897. 25433. 22 16 18 -615. -615. -32286. 26771 . 23 17 3 0 . 0. 0. 0 . 24 19 18 0. 0. 0. 0. 25 3 22 0. 0. 0. 0. 26 4 14 0 . 0. 0. 0 . 27 5 20 o. o. 0. -5 . 28 20 21 0 . 0. 0. 0 . 29 11 21 0. 0. 0 . 4. 30 12 10 0. o. 0 . 0. 31 19 25 o. 0 . 0. 0. 32 7 20 0. 0 . 0. 5 . 33 7 21 0 . 0 . 0 . -4. 34 26 14 o. o. -7 . -4. 35 26 22 0. 0. 0. 0. 36 26 4 0. 0 . o. 0. 37 14 23 0 . I 0 , 0 . 0. 38 10 24 0 . I 0 . 0 . 0. 39 27 12 0. 0. o. 0. 40 27 25 o. o. 0 . 0. 41 27 19 1. 1. -10. -48 . 42 22 4 -46. 71. -279 . -1057. 43 23 5 240 . -266. 1066 . 1751. 44 24 12 1 36. -126. 1529 . 1258. 45 25 15 158. -173 . 1326 . 0. 46 5 11 0. o. 0. o. 104 18 106 0. 0 . 0. 0 . 105 15 105 -62 . 44 . o. 26 . 106 15 106 -1. -1. 0. 43. 107 105 107 -49 . 56. 26. -136. 108 106 107 o. o. 0. 0 . 109 106 108 1. 1. 43. -31. 110 107 108 0. 0 . 0. 0. 111 107 109 160 . -254. -136 . 1909. 112 108 112 0. 0. 0. 0. 113 108 115 -0 . -0. -31. 13. 114 109 112 235 . -244 . 1909 . 2155. 115 106 105 0 . 0. 0 . 0. 118 117 118 0 . 0 . 0 . 0. 121 112 114 252 . -227 . 2155 . 1533 . 12 2 115 112 0 . o. 0. 0. 1 23 114 116 2 08 . -2 06 . 1533. 1488 . Page Number 21 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41 ft - 6 in & 30 ft -0 in <6500 Series> 124 115 116 0. 0. 0. 0 . 125 115 117 1. 1. 13. -92 . 126 116 117 0. 0. 0 . o. 127 116 118 152. -95. 1488. 7 . 128 117 119 -2. -2. -92. 0 . 129 118 119 112. -156. 7 . o. 130 119 120 903. 806. 0 . -20319 . 131 120 121 -355. -584. -20319. 6426. 132 121 122 -584. -740. 6426 . 32240. 133 120 117 0. 0. 0. 0 . 135 108 109 0. 0. 0. 0 . 136 115 114 0 . 0. 0. 0. Type of beam : 4"dia.16 Maximum Stress -Compression fa 1 -71. At Beam 1 Maximum Stress -Tension ft 1 1112. At Beam 22 Maximum Bending Moment M 1 -39897. At Beam 21 Type of beam : w :1-5/8dia.065 Maximum Stress -Compression fa ] -2330. At Beam 126 Maximum Stress -Tension ft 1 4461. At Beam 108 i Type of beam : TC1:4"hat16ga Maximum Stress -Compression [ fa ] -184. At Beam 105 Maximum Stress -Tension [ ft 1 3385. At Beam 127 Maximum Bending Moment [ M 1 2155. At Beam 121 Type of beam : BC : 1-5/8dia.11 Maximum Stress -Compression fa ] -3331. At Beam 106 Maximum Stress -Tension ft ] 44. At Beam 14 Maximum Bending Moment M ] -92. At Beam 128 Type of beam : K : 1-5/8dia . 11 Maximum Stress -Compression fa -2531. At Beam 133 Maximum Stress -Tension ft 4235. At Beam 104 Type of beam : TC2 :4 "hat14ga Maximum Stress -Compression fa -143 . At Beam 5 Ma x imum Stress -Tension ft 2024. At Beam 11 Maximum Bending Moment M 2901. At Beam 10 Page Numbe r 22 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job# 21521-07 350 S.Milliken,#A .ONTARIO,Ca91761 Janos Boros P .E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &-30ft -0 in <6500 Series> NODE INTERNAL FORCES AND REACTIONS Node FX FY M2 1 -972. Reaction -795. Reaction 39897. 16 -615. Reaction -2146. Reaction 32286. 122 -740. Reaction -891. Reaction 32240. Find Maximum Stress/Moment For Each Member Types: Type Of Member 4"dia.16 Load Case Name DEAD LOAD + SNOW LOAD Maximum Stress -Tension ft :0.000 Maximum Stress -Compression fa :-9357.000 Maximum Bending Moment M :24952.000 Load Case Name : DEAD LOAD + WIND LOAD Maximum Stress -Tension ft :1112.000 Maximum Stress -Compression fa :-71 .000 Maximum Bending Moment M :39897.000 Type Of Member w : 1-5/8dia. 065 Load Case Name DEAD LOAD + SNOW LOAD Maximum Stress -Tension ft :6448.000 Maximum Stress -Compression fa :-16019.000 Maximum Bending Moment M :0 .000 Load Case Name : DEAD LOAD + WIND LOAD Maximum Stress -Tension ft ] :4461.000 Maximum Stress -Compression fa 1 :-2330.000 Maximum Bending Moment M 1 :0.000 Type Of Member TC1:4"hat16ga Load Case Name DEAD LOAD + SNOW LOAD Maximum Stress -Tension ft :0.000 Maximum Stress -Compression fa :-10966.000 Maximum Bending Moment M :8090.000 Load Case Name : DEAD LOAD + WIND LOAD Maximum Stress -Tension ft :3385.000 Maximum Stress -Compression fa :-184.000 Maximum Bending Moment M :2155.000 Page Number 23 Designed By: Z. J. S . ENGINEERING SERVICES INC. Job # 21521-07 350 S .Milliken,#A .ONTARIO ,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41 ft - 6 in & ~o ft -o in <6500 Series> Type Of Member BC : 1-5/8dia. 11 Load Case Name DEAD LOAD + SNOW LOAD Maximum Stress -Tension ft :22387 .000 Maximum Stress -Compression fa :0.000 Maximum Bending Moment M :307.000 Load Case Name : DEAD LOAD + WIND LOAD Maximum Stress -Tension [ ft :44.000 Maximum Stress -Compression [ fa :-3331 .000 Maximum Bending Moment [ M :92 .000 Type Of Member K : 1-5/Sdia . 11 Load Case Name DEAD LOAD + SNOW LOAD Maximum Stress -Tension { ft :0.000 Maximum Stress -Compression [ fa :-16994.000 Maximum Bending Moment [ M :0.000 Load Case Name : DEAD LOAD + WIND LOAD Maximum Stress -Tension ft :4235.000 Maximum Stress -Compression fa :-2531.000 Maximum Bending Moment M :0.000 Type Of Member TC2 : 4"hat14ga Load Case Name DEAD LOAD + SNOW LOAD Maximum Stress -Tension ft I :0.000 Maximum Stress -Compression fa 1 :-13425.000 Maximum Bending Moment M ] :13208 .000 Load Case Name : DEAD LOAD + WIND LOAD Maximum Stress -Tension [ ft :2024.000 Maximum Stress -Compression [ fa :-143 .000 Maximum Bending Moment [ M :2901.000 Page Number 24 Designed By: Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Reference: Rocky Mountain Native Plants < Conley > Description: 41 £t-6 in &·3oft -o in <6500 Series> 3. LATERAL LOAD RESIST I NG SYSTEMS 3.1.Check For Lateral Loads in Transversal Direction See above 2.3. Check Trusses/Column Frame 3.2.Check For Lateral Loads in Longi tudinal Direction Check Longitudinal Bracing Eave = 10.0 ft -Eave Height Width = 71.5 ft -Width Of The Bui l ding Length = 130.0 ft -Length Of The Bu i lding Job # Date Bay = 10.0 ft -Width Of The Braced Bay ( Critical ) Ridge = 15.0 ft p I T 2 -----; Check For Yind Load Find Total Exposed Area At The End Of The Buildi ng At Each Side [ Ri dge + Eave ] AT = 2 Width= 893 .7 ft2 Total Wind Load At Each Side LEEWARD GC = 0 .40 + 0.29 = 0 .69 pf WI NDWARD ( GC q ) AT = 8 .03 kips pf z 21521-07 9-11-2007 Designed By: Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &.30ft -o in <6500 Series> p T 2 Total force In a braced bay H --= 2.00 kips 2 BAYS Check Roof Bracing EAVE H A X B X ROOF PLAN ( Braced Bay c X RIDGE Bay ' A = 10.00 ft; B = 0.00 ft; C = 0.00 ft Critical in the first set to the eave. A « = invtan ( - ) = 45.0° Bay/2 ) Tension Force In (1) Set Of 1/4" Dia Cable By FWC H Page Number 25 Job # 21521-07 Date 9-11-2007 T = ------= 2.82 kips < P114 = 1 .33 ( 3325 lb ) = 4.42 kips -Refer To Appendix COS IX Check Wall Bracing Tension Force In (1) Set Of 1/4" Dla Cable By FWC / Eave 2 +Bay2 ' T = H = 2.82 kip < P114 = 1.33 ( 3325 lb ) = 4.42 kips -Refer To Appenc Bay Page Number 26 Designed By: Z .J.S .ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &·Jo ft -0 in <6500 Series> Reactions For Anchorage H = 2.0 kip 4. CHECK FOUNDATION Ps = 1000 ~ Ft2 Eave R = H --= 2 . 0 kip Bay [ Min . Soil Pr essure Job # Date '1c = 150 ~ Specif ic We i g ht Of Concrete Ft3 21521-07 9-11-2007 1 f. = 2500 ~ [ Compressive S t r ength Of The Concrete] c 2 in PL = 100 ~ Ft2 [ Min. La t e r al Bearing Pressure 4.1 Typical At Side Wall Use 2 Ft. -9 In. Dia. x 4 Ft. -6 In. Deep Concrete Footing D r A = 4.50 Ft = 1.38 Ft = r 2 n = 5.94 Ft.2 4 .1 .1. Vertical Down P = 9 .96 kips VERT . DOWN p [ Depth Of The Foo ting [ Radius Of The Foot i ng [ Area Of The Bottom Of The Footing Lb 1. 70 p = 1700 --> VERT. Lb DOWN ----= 1677 -OK s Ft2 DUE TO DEPTH A F t 2 4.1.2. Vertical Up P = 0.79 kips ;giRT. p WEIGTH = A D FOOTI NG = 4.01 kips Page Number 27 Designed By: Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Reference: Rocky Mountain Native Plants < Conley > Description: 41 it-6 in &.30 it -0 in <6500 Series> I Safety = 2 [ Stress Increase Due To Wind Or Seismic Job # Date 1 1 .33 Ps P = (-) (2 r 'lr) D FRICT. 2 6 = 4.32 kips pTOTAL RESISTING Safety = Check For Lateral Load = 10.54 = 8.33 kips OK Use 2 ft -9 in Dia. x 4 ft -6 in Deep Round Footing b d pa = 2.75 ft -Diameter Of The Footing = 4.50 ft -Depth Of The Pile lb ft2 = 100------Per Table 18-I-A Of UBC 1997 ft of Depth I Footnote #3 Table 18-1-A = 1.33 ( 2 ) ( pa ) d l Load Due To Wind/ Or Seismic 53 i 5 1 = 3 = 399 psf 21521-07 9-11-2007 MHAX = 39.89 kip-in -Maximum Homent At The Base, See Page 22 Of The Calculations h = 10.00 ft -Distance In Feet From Ground Surface To Point Of p A Application Of "P" MMAX =---= 332 lb -Applied Lateral Force In Pounds h 2.34 p = = 0.71 s b l Designed By: Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A .ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Reference: Rocky Mountain Native Plants Description: 41ft-6 in &'30ft -0 in A d = 4 .50 ft > :z- Check Concrete For Reinforcement 4.36 h + A < Conley > <6500 Series> ] = 3 .16 H OK Page Number 28 Job # 21521-07 Date 9-11-2007 f~ = 2500 psf ft -Specified Compressive Strength Of Concrete s 1[ b3 S = ~ = 3528.11 in2 4.2 @ Interior Posts -Allowable Tensile Strength Of Concrete Without Reinforcement -Section Modulus Of Foo t ing > p h s = 11.3 psi Use 3 Ft. -9 In. Dia. x 4 Ft. - 6 In. Deep Concrete Footing I D r = 4 .50 Ft = 1.88 Ft [ Depth Of The Footing [ Radius Of The Footing A = r 2 n = 11.04 Ft.2 [ Ar ea Of The Bottom Of The Footing ] 4 .2.1. Vertical Down P = 18.06 kips VERT. OOWN 1. 70 p = 1700 ~ > s Ft2 DUE TO DE PTH p VERT. DOWN Lb ----= 1635 - A Ft2 OK Page Number 29 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date Reference: Rocky Mountain Native Plants < Conley > Description: 41 ft - 6 in & .30 ft -0 in <6500 Series> 4.2.2. Vertical Up P = 2.14 kips VERT. UP P = A D ~~IDG J Safety = 2 P = (---1--) (2 r n) FRICT. 2 pTOTAL RESISTING Safety = p OTAL ~51 STING p~· r . = 7.46 kips c [Stress Increase Due To Wind Or Seismic 1. 33 Ps D = 5.89 kips 6 = 13.35 kips = 6.24 OK 21521-07 9-11-2007 Page Number 30 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &·3oft -o in <6500 Series> APPENDIX Allowable Loads (lb) For Screws Per ICBO ER-5202, LARR 25294 STEEL 1/4 -14 #12 #10 #8 #6 THICKNESS SCREW SCREW SCREW SCREW SCREW in. PULL PULL PULL PULL (GAUGE) SHEAR OUT SHEAR OUT SHEAR OUT SHEAR OUT SHEAR .1046 (12) 1102 591 884 497 660 575 534 363 .0747 (14) 920 386 829 379 624 337 533 352 .0598 (16) 689 219 622 294 629 230 458 302 .0478 (18) 351 137 326 141 344 155 330 143 .0359 (20) 242 120 232 123 225 83 222 93 Steel Members shall conform to Section 2230,A3, of the code. 20 ga, 18 ga -ASTH A 653 Grade 33 S.Q. with a minimum of 33,000 psi yield strength. 436 452 423 251 168 16 ga, 14 ga, 12 ga -ASTH A 653 Grade,SO S.Q. with a minimum of 50,000 psi yield strength. PULL OUT 320 220 231 138 81 . Page Number 31 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S.Milliken,#A .ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &.30ft -0 in <6500 Series> APPENDIX Allowable Shear (kips} For Bolts Per Table V-4.5 of the Cold-Formed Specifications By AISI STEEL THICKNESS 1/4" Dia. 3/8" Dia. 1/2" Dia. 5/8" Dia. 3/4" Dia . in. A307 A325 A307 A325 A307 A325 A307 A325 A307 A325 (GAUGE) 0.49 1.03 1.10 2.32 1.96 4.12 3.07 6.44 4.42 9.28 .1046 (12) 1.97 1.97 2 .95 2.95 3.94 3.94 4.92 4.92 5.91 5.91 .0747 (14) 1. 41 1.41 2.11 2.11 2.81 2.81 3.52 3.52 4.22 4.22 .0598 (16} 1.12 1.12 1. 69 1.69 2.25 2.25 2.81 2.81 3.38 3.38 .0478 (18) 0.90 0.90 1.35 1.35 1.80 1.80 2.25 2.25 2.70 2.70 .0359 (20} 0.68 0.68 1.01 1.01 1.35 1.35 1.69 1.69 2.02 2.02 Steel Hembers shall conform to Section 2230,A3, of the code. 20 ga, 18 ga -ASTH A 653 Grade 33 S.Q. with a minimum of 33,000 psi yield strength. 16 ga, 14 ga, 12 ga -ASTH A 653 Grade 50 S.Q . with a minimum of 50,000 psi yield strength. Page Number 32 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S .Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &'30ft -0 in <6500 Series> Appendix A Section Properities For 3 IN HAT X 18 GA (1986 AISI, 50.0 KSI STEEL; IX FOR DEFL., SX FOR STRESS) DEPTH = 3.0000 IN BOTTOM FLANGE= 0.8800 IN WEB ANGLE = 90. 0000 IN BOTTOM LIP = 0.5000 IN THICKNESS TOP FLANGE INSIDE RADIUS BOTTOM LIP ANGLE = 0.0480 IN = 1. 7500 IN = 0.1000 IN = 90.0000 DEG X-X AXIS EFFECTIVE PROPERTIES -LOAD DETERMINATION TOP IN COMPRESSION L y LY LY2 IO BOTTOM LIP 0.3520 .... 0.3240 .... 0.1140 .... 0.0369 0.0036 BOTTOM LIP CORNER 0.1947 0.0690 0 .0134 0.0009 0.0003 BOTTOM FLANGE 0.5840 0.0240 0.0140 0.0003 0.0000 BOTTOM WEB CORNER 0.1947 0.0690 0.0134 0.0009 0.0003 FULL WEB OR WEB B1 2.7040 1.5000 4.0560 6.0840 1.6476 TOP WEB CORNER 0.1947 2.9310 0 .5708 1.6729 0.0003 TOP FLANGE 1.4376 2.9760 4.2783 12.7322 0.0000 TOP WEB CORNER 0.1947 2.9310 0.5708 1.6729 0.0003 FULL WEB OR WEB Bl 2.7040 1.5000 4.0560 6.0840 1 .6476 BOTTOM WEB CORNER 0.1947 0. 0690 I 0.0134 0.0009 0.0003 BOTTOM FLANGE 0.5840 0.0240 0.0140 0.0003 0.0000 BOTTOM LIP CORNER 0.1947 0.0690 0.0134 0.0009 0 .0003 BOTTOM LIP 0.3520 0.3240 0.1140 0.0369 0.0036 SUM 9.8861 13 .8147 28.3244 3.3041 YBAR = 1. 4001 IN Page Number 33 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909} 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &.30ft -o in <6500 Series> X-X AXIS EFFECTIVE PROPERTIES -DEFLECTION DETERMINATION TOP IN COMPRESSION L y LY LY2 IO BOTTOM LIP 0.3520 0 .3240 0 .1140 0 .0369 0.0036 BOTTOM LIP CORNER 0.1947 0 .0690 0 .0134 0 .0009 0.0003 BOTTOM FLANGE 0 .5840 0.0240 0 .0140 0.0003 0.0000 BOTTOM WEB CORNER 0 .1947 0 .0690 0.0134 0 .0009 0.0003 FULL WEB OR WEB B1 2.7040 1.5000 4.0560 6.0840 1 .6476 TOP WEB CORNER 0.1947 2.9310 0.5708 1.6729 0 .0003 TOP FLANGE 1.4540 2 .9760 4.3271 12.8775 0.0000 TOP WEB CORNER 0.1947 2.9310 0.5708 1.6729 0.0003 FULL WEB OR WEB B1 2.7040 1.5000 .... 4.0560 .. 6. 0840 .... 1. 6476 BOTTOM WEB CORNER 0.1947 0.0690 0 .0134 0.0009 0.0003 BOTTOM FLANGE 0.5840 0.0240 0.0140 0.0003 0.0000 BOTTOM LIP CORNER 0 .1947 0.0690 0.0134 0.0009 0.0003 BOTTOM LIP 0 .3520 0.3240 0 .1140 0.0369 0.0036 SUM 9 .9025 13.8905 28.4696 3.3041 YBAR = 1 .4027 IN X-X AXIS EFFECTIVE PROPERTIES -LOAD DETERMINATION BOTTOM IN COMPRESSION L y LY LY2 IO BOTTOM LIP 0.3520 0 .3240 0.1140 0.0369 0 .0036 BOTTOM LIP CORNER 0.1947 0.0690 0.0134 0.0009 0.0003 BOTTOM FLANGE 0.5840 0 .0240 0.0140 0 .0003 0.0000 BOTTOM WEB CORNER 0 .1947 0.0690 0.0134 0.0009 0 .0003 FULL WEB OR WEB B1 2 .7040 1.5000 4.0560 '6.0840 1.6476 TOP WEB CORNER 0.1947 2 .9310 0.5708 1. 6729 0.0003 TOP FLANGE 1.4540 2.9760 4.3271 12.8775 0.0000 TOP WEB CORNER 0.1947 2.9310 0.5729 1.6729 0.0003 FULL WEB OR WEB Bl 2 .7040 1.5000 4.0560 6.0840 1.6476 BOTTOM WEB CORNER 0 .1947 0 .0690 0.0134 0.0009 0.0003 BOTTOM FLANGE 0.5840 0.0240 0.0140 0.0003 0.0000 BOTTOM LIP CORNER 0 .1947 0.0690 0.0134 0.0009 0 .0003 BOTTOM LIP 0.3520 0 .3240 0.1140 0.0369 0 .0036 SUM 9 .9025 13.8905 28.4696 3.3041 YBAR = 1.4027 Page Number 34 Designed By: Z.J.S.ENGINEERING SERVICES 1NC. Job # 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &~0 ft -0 in <6500 Series> X-X AXIS EFFECTIVE PROPERTIES -DEFLECTION DETERMINATION BOTTOM IN COMPRESSION L y LY LY2 IO BOTTOM LIP 0.3520 0.3240 0.1140 0.0369 0.0036 BOTTOM LIP CORNER 0 .1947 0.0690 0.0134 0.0009 0.0003 BOTTOM FLANGE 0 .5840 0.0240 0.0140 0.0003 0.0000 BOTTOM WEB CORNER 0.1947 0 .0690 0.0134 0 .0009 0.0003 FULL WEB OR WEB Bl 2.7040 1.5000 4.0560 6 .0840 1.6476 TOP WEB CORNER 0 .1947 2.9310 0.5708 1.6729 0.0003 TOP FLANGE 1 .4540 2 .9760 4.3271 12.8775 0.0000 TOP WEB CORNER 0.1947 2.9310 0.5708 1.6729 0.0003 FULL WEB OR WEB B1 2.7040 1.5000 4.0560 6.0840 1.6476 BOT TOM WEB CORNER 0.1947 0.0690 0.0134 0.0009 0.0003 BOTTOM FLANGE 0 .5840 0 .0240 0.0140 0 .0003 0.0000 BOTTOM LIP CORNER 0.1947 0.0690 0 .0134 0 .0009 0.0003 BOTTOM LIP 0.3520 0.3240 0 .1140 0.0369 0 .0036 SUM 9.9025 13.8905 28 .4696 3.3041 YBAR = 1.4027 IN Y-Y AXIS PROPERTIES .(GROSS SECTION) I L X LX LX2 IO BOTTOM LIP 0.3520 -1.6831 -0.5924 0.9971 0 .0000 BOTTOM LIP CORNER 0.1947 -1.6379 -0 .3190 0.5225 0 .0003 BOTTOM FLANGE 0.5840 -1.2670 -0 .7399 0.9375 0.0166 BOTTOM WEB CORNER 0.1947 -0.8961 -0 .1745 0.1564 0.0003 FULL WEB OR WEB B1 2.7040 -0.8510 -2.3011 1.9582 0.0000 TOP WEB CORNER 0.1947 -0 .8059 -0 .1569 0.1265 0.0003 TOP FLANGE 1. 4540 0.0000 0 .0000 0.0000 0.2562 TOP WEB CORNER 0 .1947 0.8059 0.1569 0. 1265 0.0003 FULL WEB OR WEB B1 2.7040 0.8510 2.3011 1.9582 0.0000 BOTTOM WEB CORNER 0.1947 0.8961 0.1745 0.1564 0.0003 BOTTOM FLANGE 0 .5840 1.2670 0 .7399 0.9375 0.0166 BOTTOM LIP CORNER 0.1947 1.6379 0 .3190 0.5225 0.0003 BOTTOM LIP 0.3520 1. 6831 0.5924 0 .9971 0.0000 SUM 9.9025 -0.0000 9.3963 0.2911 XBAR = -0 .0000 I N Page Number 35 Designed By : Z.J.S.ENGINEERING SERVICES INC. Job# 21521-07 350 S.Milliken,IA .ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference : Rocky Mountain Native Plants < Conley > Description: 41 £t-6 in &.30 £t -0 in <6500 Series> ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • • • • • • • • Section Properlties For 3 IN HAT X 18 GA • • • • (1986 AISI, 50 .0 KSI STEEL; IX FOR DEFL ., SX FOR STREES) DEPTH BOTTOM FLANGE WEB ANGLE BOTTOM LIP = 3.0000 IN = 0.8800 IN = 90.000 DEG = 0.5000 IN THICKNESS = 0.0480 IN • TOP FLANGE = 1.7500 IN • INSIDE RADIUS = 0.1000 IN • BOTTOM LIP ANGLE = 90.000 DEG • • • IXTC = 0 .5899 IN4 • IXBC-0 .5899 IN4 SXTC = 0 .3675 IN3 SXBC = 0 .4205 IN3 MATC = 12.10 KIP-IN • MABC = 13.85 KIP-IN • • • IY = 0 .4650 IN4 • • AREA= 0 .4753 IN2 • VA = 2 .5771 KIP • • • • ALLOW. END BEARING (KIPS) SY = 0.2724 WT -1.6161 PLF RX = 1 .1140 IN RY = 0.9891 IN AEFF = 0 .4745 IN2 J = 0 .0004 IN4 BEARING LENGTH ( IN) 2 3 0 .7715 0 .8850 • • • • • • • 4 • • ALLOW. INT. BEARING (KIPS) 1 0.6580 1.8850 2 .1249 2 .3648 0.9984 • 2.6047 • • • ...................................... , ................................... . Page Number 36 Designed By: Z.J.S.ENGINEERING SERVICES .INC. Job # 21521-07 350 S.Milliken ,#A .ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference : Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &'30ft -0 in <6500 Series> Appendix B Section Properities For 3 IN HAT X 16 GA {1986 AISI, 50 .0 KSI STEEL ; IX FOR DEFL., SX FOR STRESS ) DEPTH = 3 . 0000 IN BOTTOM FLANGE = 0 . 8800 IN WEB ANGLE = 90.0000 IN BOTTOM LI P = 0.5000 IN TH ICKNESS TOP FLANGE INSIDE RADIUS BOTTOM LIP ANGLE = 0 .0600 IN = 1. 7500 IN = 0.1000 I N .: 90 .0000 DEG X-X AXIS EFFECTIVE PROPERTIES -LOAD DETERM I NATION TOP IN COMPRESSION BOTTOM LIP BOTTOM LIP CORNER BOTTOM FLANGE BOTTOM WEB CORNER FULL WEB OR WEB Bl TOP WEB CORNER TOP FLANGE TOP WEB CORNER FULL WEB OR WEB B1 BOTTOM WEB CORNER BOTTOM FLANGE BOTTOM LIP CORNER BOTTOM LIP SUM YBAR = 1 .4062 IN L y LV LY2 0 .3400 .... 0.3300 .... 0.1122 .... 0.0370 0.2042 0.0772 0 .0158 0.0012 0 .5600 0 .0300 0 .0168 0.0005 0.2042 0.0772 0.0158 0.0012 2.6800 1 .5000 4.0200 6 .0300 0.2042 2.9228 0.5967 1.7441 1.4300 2.9700 4.2471 12.6139 0.2042 2.9228 0.5967 1 .7441 2.6800 1 .5000 4 .0200 6.0300 0 .2042 0.0772 0.0158 0.0012 0.5600 0 .0300 0.0168 0 .0005 0.2042 0 .0772 0 .0158 0 .0012 0.3400 0.3300 0.1122 0 .0370 9.8150 13.8016 28 .2420 IO 0.0033 0 .0003 0 .0000 0 .0003 1 .6041 0.0003 0.0000 0 .0003 1.6041 0.0003 0 .0000 0.0003 0.0033 3 .2166 ·. Page Number 37 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E . PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &.30ft -0 in <6500 Series> X-X AXIS EFFECTIVE PROPERTIES -DEFLECTION DETERMINATION TOP IN COMPRESSION L y LY LY2 IO BOTTOM LIP 0.3400 0.3300 0 .1122 0.0370 0 .0033 BOTTOM LIP CORNER 0.2042 0.0772 0.0158 0.0012 0.0003 BOTTOM FLANGE 0.5600 0.0300 0.0168 0 .0005 0 .0000 BOTTOM WEB CORNER 0 .2042 0.0772 0 .0158 0.0012 0.0003 FULL WEB OR WEB B1 2 .6800 1 .5000 4 .0200 6.0300 1.6041 TOP WEB CORNER 0 .2042 2 .9228 0 .5967 1 .7441 0 .0003 TOP FLANGE 1 .4300 2 .9700 4 .2471 12.6139 0.0000 TOP WEB CORNER 0.2042 2 .9228 0 .5967 1. 7441 0.0003 FULL WEB OR WEB Bl 2.6800 1.5000 .... 4.0200 .. 6. 0300 .... 1. 6041 BOTTOM WEB CORNER 0.2042 0.0772 0 .0158 0.0012 0.0003 BOTTOM FLANGE 0.5600 0.0300 0.0168 0.0005 0 .0000 BOTTOM LIP CORNER 0 .2042 0.0772 0 .0158 0 .0012 0.0003 BOTTOM LIP 0 .3400 0 .3300 0 .1122 0.0370 0 .0033 SUM 9 .8150 13.8016 28.2420 3.2166 YBAR = 1 .4062 IN Page Number 38 Designed By : Z.J .S .ENGINEERING SERVICES INC. Job # 21521-07 350 S.Mi l liken,#A .ON TARIO,Ca917 6 1 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41 ft -6 in & '30 ft -0 in <6500 Series> Appendix X-X AX I S EFFECTIVE PROPERTIES -LOAD DETERMINATION BOTTOM IN COMPRESSION L y LY LY2 10 BOTTOM LIP 0.3400 0.3300 0 .1122 0.0370 0.0033 BOTTOM L IP CORNER 0 .2042 0 .0772 0 .0158 0.0012 0.0003 BOTTOM FLANGE 0.5600 0.0300 0.0168 0.0005 0.0000 BOTTOM WEB CORNER 0.2042 0 .0772 0.0158 0.0012 0.0003 FULL WEB OR WEB Bl 2 .6800 1 .5000 4.0200 6.0300 1.6041 TOP WEB CORNER 0.2042 2 .9228 0 .5967 . 1. 7441 0.0003 TOP FLANGE 1.4300 2 .9700 4.2471 12.6139 0.0000 TOP WEB CORNER 0.2042 2 .9228 0.5967 1. 7441 0.0003 FULL WEB OR WEB B1 2 .6800 1 .5000 4.0200 6.0300 1.6041 BOTTOM WEB CORNER 0 .2042 0 .0772 0.0158 0.0012 0 .0003 BOTTOM FLANGE 0 .5600 0.0300 0.0168 0.0005 0.0000 BOTTOM LIP CORNER 0 .2042 0.0772 0.0158 0.0012 0.0003 BOTTOM LIP 0.3400 0 .3300 0.1122 0 .0370 0 .0033 SUM 9 .8150 13.8016 28.2420 3 .2166 YBAR = 1.4062 I X-X AX I S EFFECTIVE PROPERTIES -DEFLECT I ON DETERMINAT I ON BOTTOM I N COMPRESSION L y LV LY2 I O BOTTOM LIP 0.3400 0.3300 0.1122 0.0370 0 .0033 BOTTOM LIP CORNER 0.2042 0.0772 0.0158 0.0012 0.0003 BOTTOM FLANGE 0.5600 0 .0300 0 .0168 0 .0005 0.0000 BOTTOM WEB CORNER 0.2042 0 .0772 0 .0158 0.0012 0.0003 FULL WEB OR WEB B1 2.6800 1.5000 4 .0200 6 .0300 1.6041 TOP WEB CORNER 0.2042 2.9228 0 .5967 1. 7441 0 .0003 TOP FLANGE 1.4300 2 .9700 4 .2471 12 .6139 0 .0000 TOP WEB CORNER 0.2042 2 .9228 0 .5967 1. 7441 0.0003 FULL WEB OR WEB Bl 2.6800 1.5000 4 .0200 6.0300 1.6041 BOTTOM WEB CORNER 0.2042 0 .0772 0.0158 0.0012 0.0003 BOTTOM FLANGE 0.5600 0.0300 0.0168 0 .0005 0.0000 BOTTOM LIP CORNER 0.2042 0.0772 0 .0158 0.0012 0 .0003 BOTTOM LIP 0.3400 0.3300 0 .1122 0.0370 0.0033 SUM 9.8150 13.8016 28.2420 3.2166 YBAR = 1.4062 IN Page Number 39 Designed By : Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S.M1111ken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &.30ft -0 in <6500 Series> APPENDIX Y-Y AXIS PROPERTIES (GROSS SECTION) L X LX LX2 IO BOTTOM LIP 0 .3400 ... -1.6651 -0 .5661 0.9426 0.0000 BOTTOM LIP CORNER 0.2042 -1.6178 -0.3303 0.5343 0.0003 BOTTOM FLANGE 0.5600 -1.2550 -0.7028 0.8820 0.0146 BOTTOM WEB CORNER 0.2042 -0.8922 -0.1822 0.1625 0.0003 FULL WEB OR WEB B1 2.6800 -0.8450 -2.2646 1.9136 0 .0000 TOP WEB CORNER 0.2042 -0.7978 -o.1629 0.1299 0.0003 TOP FLANGE 1.4300 0.0000 0.0000 0.0000 0.2437 TOP WEB CORNER 0.2042 0.7978 0.1629 0 .1299 0.0003 FULL WEB OR WEB Bl 2.6800 0.8450 2.2646 1. 9136 0.0000 BOTTOM WEB CORNER 0.2042 0.8922 0.1822 0.1625 0.0003 BOTTOM FLANGE 0.5600 1 .2550 0.7028 0.8820 0 .0146 BOTTOM LIP CORNER 0.2042 1.6178 0.3303 0.5343 0.0003 BOTTOM LIP 0.3400 1.6651 0.5661 0 .9426 0.0000 SUM 9.8150 -0.0000 9.1300 0 .2749 XBAR = -0 .0000 IN ······································~···································· • • • • Section Properities For 3 IN HAT X 16 GA (1986 AISI , 50.0 KSI STEEL; IX FOR DEFL., SX FOR STREES) • • • • • DEPTH = 3.0000 IN = 0.8800 IN = 90 .000 OEG = 0.5000 IN THICKNESS = 0.0600 IN • • BOTTOM FLANGE • WEB ANGLE • BOTTOM LIP • • IXTC = 0.7231 IN4 • IXBC = 0 .7231 IN4 • • IY = 0 .5643 IN4 • • AREA= 0.5889 IN2 • VA = 3.2160 KIP • • • • ALLOW . END BEARING (KIPS) TOP FLANGE = 1.7500 IN • INSIDE RADIUS = 0.1000 IN • BOTTOM LIP ANGLE = 90. 000 DEG • SXTC = 0.4537 IN3 SXBC = 0 .5142 IN3 SY -0.3329 WT = 2.0023 PLF RX = 1.1081 IN MATC = 13.58 KIP-IN MABC = 15.40 KIP-IN RY = 0.9789 IN AEFF = 0.5889 IN2 J = 0.0007 IN4 BEARING LENGTH (IN) 2 3 4 1. 1985 1.3483 1. 4981 • • • • • • • • • • • • • ALLOW. INT . BEARING (KIPS) 1 0.0487 2.8322 3. 1281 3.4240 3 .7199 • • • ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Page Number 40 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S.Mi ll iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41 ft -6 in & 30 ft -0 in <6500 Series> Appendix C Section Properities For Top Chord 16 GA (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STRESS) DEPTH = 4. 0000 IN BOTTOM FLANGE = 0.8750 IN WEB ANGLE = 90.0000 IN BOTTOM LIP = 0.5000 IN THICKNESS TOP FLANGE INSIDE RADIUS BOTTOM LIP ANGLE = 0.0600 IN = 2.1880 IN = 0.1000 IN = 90.0000 DEG X-X AXIS EFFECTIVE PROPERTIES -LOAD DETERMINATION TOP IN COMPRESSION L y LY LY2 IO BOTTOM LIP 0 .3400 0.3300 0.1122 0.0370 0 .0033 BOTTOM LIP CORNER 0.2042 0.0772 0.0158 0.0012 0.0003 BOTTOM FLANGE 0.5550 0.0300 0.0167 0.0005 0.0000 BOTTOM WEB CORNER 0.2042 0.0772 0 .0158 0 .0012 0.0003 FULL WEB OR llEB Bl 3 .6800 2.0000 7.3600 14.7200 4.1530 TOP WEB CORNER 0.2042 3.9228 0.8009 3. 1417 0 .0003 TOP FLANGE 1.8196 3.9700 7.2239 28.6788 0.0000 TOP WEB CORNER 0 .2042 3.9228 I 0.8009 3. 1417 0.0003 FULL WEB OR WEB B1 3.6800 2.0000 7.3600 14.7200 4 . 1530 BOTTOM WEB CORNER 0.2042 0.0772 0.0158 0 .0012 0.0003 BOTTOM FLANGE 0 .5550 0.0300 0 .0167 0.0005 0.0000 BOTTOM LIP CORNER 0.2042 0.0772 0.0158 0.0012 0.0003 BOTTOM LIP 0 .3400 0.3300 0.1122 0.0370 0.0033 SUM 12. 1946 23.8664 64.4822 8.3145 YBAR = 1.9571 IN Page Number 41 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P .E. PHONE (909) 974-4150 Date 9-11-2007 Reference : Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &.30ft -0 in <6500 Series> Appendix C X-X AXIS EFFECTIVE PROPERTIES -DEFLECTION DETERMINATION TOP IN COMPRESSION BOTTOM LIP BOTTOM LIP CORNER BOTTOM FLANGE BOTTOM WEB CORNER FULL WEB OR WEB Bl TOP WEB CORNER TOP FLANGE TOP WEB CORNER FULL WEB OR WEB Bl BOTTOM WEB CORNER BOTTOM FLANGE BOTTOM LIP CORNER BOTTOM LIP SUM YBAR = 1 .9650 IN L 0.3400 0.2042 0.5550 0.2042 3.6800 0.2042 1.8675 0.2042 3.6800 0 .2042 0 .5550 0 .2042 0 .3400 12.2425 y LY LY2 10 0. 3300 0.1122 0.0370 0.0033 0.0772 0.0158 0.0012 0.0003 0.0300 0 .0167 0 .0005 0.0000 0.0772 0 .0158 0.0012 0.0003 2.0000 7 .3600 14.7200 4.1530 3.9228 0 .8009 3.1417 0.0003 3.9700 7 .4149 29.4335 0.0000 3.9228 0.8009 3.1417 0.0003 2 .0000 .... 7.3600 .. 14.7200 .... 4.1530 0.0772 0 .0158 0 .0012 0.0003 0.0300 0 .0167 0 .0005 0.0000 0.0772 0 .0158 0.0012 0.0003 0. 3300 0 .1122 0.0370 0.0033 24 .0565 65.2368 8.3145 Page Number 42 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # Z1521-07 350 S.Mi l liken,#A.ONTARIO ,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &"30ft -0 in <6500 Series> X-X AXIS EFFECTIVE PROPERTIES -LOAD DETERMINATION BOTTOM IN COMPRESSION L y LY LY2 10 BOTTOM LIP 0.3400 0.3300 0 .1122 0.0370 0.0033 BOTTOM LIP CORNER 0.2042 0.0772 0.0158 0.0012 0.0003 BOTTOM FLANGE 0.5550 0.0300 0.0167 0.0005 0.0000 BOTTOM WEB CORNER 0.2042 0.0772 0.0158 0.0012 0.0003 FULL WEB OR WEB B1 3.6800 2.0000 7.3600 14.7200 4.1530 TOP WEB CORNER 0.2042 3.9228 0.8009 3. 1417 0.0003 TOP FLANGE 1. 8196 3.9700 7.2239 28.6788 0.0000 TOP WEB CORNER 0.2042 3.9228 0.8009 3. 1417 0.0003 FULL WEB OR WEB B1 3.6800 2.0000 7.3600 14.7200 4.1530 BOTTOM WEB CORNER 0.2042 0.0772 0.0158 0.0012 0 .0003 BOTTOM FLANGE 0.5550 0.0300 0.0167 0 .0005 0.0000 BOTTOM LIP CORNER 0.2042 0.0772 0.0158 0.0012 0.0003 BOTTOM LIP 0.3400 0.3300 0.1122 0 .0370 0.0033 SUM 12.1946 23 .8664 64.4822 8.3145 YBAR = 1.9571 IN i Page Number 43 Designed By: Z.J.S.ENGINEERING SERVICES INC . Job # 21521-07 350 S .Milliken,#A.ONTARIO,Ca91761 Janos Boros P.£. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &.30ft -0 in <6500 Series> Appendix C X-X AXIS EFFECTIVE PROPERTIES -DEFLECTION DETERMINATION BOTTOM IN COMPRESSION BOTTOM LIP BOTTOM LIP CORNER BOTTOM FLANGE BOTTOM WEB CORNER FULL WEB OR WEB Bl TOP WEB CORNER TOP FLANGE TOP WEB CORNER FULL WEB OR WEB B1 BOTTOM WEB CORNER BOTTOM FLANGE BOTTOM LIP CORNER BOTTOM LIP SUM YBAR = 1 .9650 IN L 0.3400 0.2042 0.5550 0.2042 3.6800 0.2042 1. 8675 0.2042 3.6800 0.2042 0.5550 0 .2042 0.3400 12.2425 y LY LY2 10 0.3300 0.1122 0.0370 0 .0033 0.0772 0.0158 0.0012 0.0003 0.0300 0.0167 0.0005 0.0000 0.0772 0 .0158 0 .0012 0.0003 2 .0000 7.3600 14.7200 4 .1530 3 .9228 0.8009 3 .1417 0.0003 3.9700 7 .4149 29.4335 0.0000 3.9228 0 .8009 3 .1417 0 .0003 2.0000 .... 7.3600 .. 14.7200 .... 4 .1530 0 .0772 0 .0158 0 .0012 0.0003 0 .0300 0 .0167 0 .0005 0 .0000 0 .0772 0.0158 0.0012 0.0003 0 .3300 0 .1122 0.0370 0.0033 24 .0565 65 .2368 8.3145 Page Number 44 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &·3oft -0 in <6500 Series> Appendix C Y-Y AXIS PROPERTIES (GROSS SECTION) L X LX LX2 10 BOTTOM LIP 0.3400 -1.8788 -0.6388 1.2002 0.0000 BOTTOM LIP CORNER 0.2042 -1.8315 -0.3739 0.6849 0.0003 BOTTOM FLANGE 0.5550 -1.4713 -0.8165 1.2013 0.0142 BOTTOM WEB CORNER 0.2042 -1.1110 -0.2268 0.2520 0.0003 FULL WEB OR WEB B1 3.6800 -1.0638 -3.9146 4.1642 0.0000 TOP WEB CORNER 0.2042 -1.0165 -0.2075 0.2110 0.0003 TOP FLANGE 1. 8675 0.0000 0.0000 0.0000 0.5428 TOP WEB CORNER 0.2042 1. 0165 0.2075 0.2110 0.0003 FULL WEB OR WEB B1 3.6800 1.0638 3.9146 4.1642 0.0000 BOTTOM WEB CORNER 0.2042 1.1110 0.2268 0.2520 0.0003 BOTTOM FLANGE 0.5550 1.4713 0.8165 1.2013 0.0142 BOTTOM LIP CORNER 0 .2042 1.8315 0.3739 0.6849 0.0003 BOTTOM LIP 0.3400 1.8788 0.6388 1.2002 0.0000 SUM 12.2425 -0.0000 15.4269 0.5732 XBAR = -0.0000 IN ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • • • Section Properities For Top Chord • • • • (1986 AISI, 55 .0 KSI STEEL; IX FOR DEFL., SX FOR STREES) • DEPTH = 4.0000 THICKNESS = 0.6000 IN • • BOTTOM FLANGE = 0.8750 IN = 90.000 DEG = 0.5000 IN TOP FLANGE = 2.1880 IN * • WEB ANGLE * BOTTOM LIP • • • • IXTC = 1.5768 I N4 IXBC = 1.5768 IN4 • IY = 0.9600 1N4 • * AREA= 0 .7345 • VA = 4.0267 KIP • • • • ALLOW. END BEARING (KIPS) INSIDE RADIUS = 0.1000 IN * BOTTOM LIP ANGLE = 90.000 DEG • SXTC = 0.7662 IN3 SXBC = 0.8025 IN3 SY = 0.5029 WT = 2.4975 PLF RX = 1.4651 IN MATC = 25.23 KIP-IN MABC= 26.43 KIP-IN RY = 1.1432 IN AEFF= 0.7317 IN2 J = 0.0009 IN4 BEARING LENGTH (IN) • • • • • • • • • • 2 3 4 • 1.2108 1.3622 • ALLOW . INT. BEARING (KIPS) 1 1 .0505 2.9251 3.2307 3.5363 1. 5135 • 3 .8419 • • • •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••Appendix C Page Number 45 Designed By: Z .J.S.ENGINEERING SERVICES INC. Job# 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference : Rocky Mountain Native Plants < Conley > Description: 41 £t-6 in &.30ft -0 in <6500 Series> Appendix D Section Properities For Top Chord 14 GA (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL ., SX FOR STRESS) DEPTH = 4.0000 IN BOTTOM FLANGE = 0.8750 IN WEB ANGLE = 90. 0000 IN BOTTOM LIP = 0.5000 IN THICKNESS TOP FLANGE INSIDE RADIUS BOTTOM LIP ANGLE X-X AXIS EFFECTIVE PROPERTIES -LOAD DETERMINATION TOP IN COMPRESSION L y LV LY2 BOTTOM LIP 0 .3250 0 .3375 0 .1097 0.0370 BOTTOM LIP CORNER 0.2159 0.0874 0 .0189 0.0017 BOTTOM FLANGE 0 .5250 0.0375 0 .0197 0.0007 BOTTOM WEB CORNER 0.2159 0.0874 0 .0189 0.0017 FULL WEB OR WEB B1 3.6500 2.0000 7 .3000 14.6000 TOP WEB CORNER 0.2159 3.9126 0.8449 3.3057 TOP FLANGE 1.8380 3 , 9625 I 7 .2831 28.8592 TOP WEB CORNER 0 .2159 3 .9126 0 .8449 3 .3057 FULL WEB OR WEB B1 3.6500 2.0000 7 .3000 14.6000 BOTTOM WEB CORNER 0.2159 0.0874 0 .0189 0.0017 BOTTOM FLANGE 0.5250 0.0375 0 .0197 0.0007 BOTTOM LIP CORNER 0.2159 0.0874 0 .0189 0.0017 BOTTOM LIP 0.3250 0 .3375 0. 1097 0.0370 SUM 12 .1337 23 .9071 64.7526 YEAR= 1 .9703 IN = 0.0750 IN = 2 .1880 IN = 0 .1000 IN = 90.0000 DEG 10 0.0029 0 .0004 0.0000 0 .0004 4 .1523 0.0004 0 .0000 0 .0004 4.0523 0.0004 0 .0000 0.0004 0 .0029 8 .1126 P age Number 46 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 I . Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &"30ft -o in <6500 Series> ~ ~ -~ --~- Appendix D X-X AXIS EFFECTIVE PROPERTIES -DEFLECTION DE TERM INATION TOP IN COMPRESSION BOTTOM LIP BOTTOM LIP CORNER BOTTOM FLANGE BOTTOM WEB CORNER FULL WEB OR WEB B1 TOP WEB CORNER TOP FLANGE TOP WEB CORNER FULL WEB OR WEB B1 BOTTOM WEB CORNER BOTTOM FLANGE BOTTOM LIP CORNER BOTTOM LIP SUM YBAR = 1.9703 IN L 0.3250 0.2159 0.5250 0.2159 3.6500 0.2159 1.8380 0.2159 3.6500 0 .2159 0 .5250 0.2159 0.3250 12 .1337 y LY LY2 IO 0.3375 0.1097 0.0370 0 .0029 0.0874 0.0189 0.0017 0 .0004 0.0375 0 .0197 0.0007 0 .0000 0.0874 0.0189 0.0017 0.0004 2.0000 7.3000 14 .6000 4 .0523 3.9126 0.8449 3.3057 0 .0004 3.9625 7.2831 28.8592 0 .0000 3.9126 0.8449 3 .2057 0 .0004 2.0000 .... 7.3000 .. 14.6000 .... 4 .0523 0 .0874 0.0189 0 .0017 0.0004 0.0375 0.0197 0.0007 0.0000 0.0874 0 .0189 0 .0017 0.0004 0.3375 0 .1097 0.0370 0.0029 23 .9071 64.7526 8 .1126 Page Number 47 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S.Milliken,#A .ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974 -4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &.30ft -0 in <6500 Series> X-X AXIS EFFECTIVE PROPERTIES -LOAD DETERMINATION BOTTOM IN COMPRESSION L y LY LY2 IO BOTTOM LIP 0.3250 0.3375 0.1097 0.0370 0 .0029 BOTTOM LIP CORNER 0 .2159 0.0874 0.0189 0.0017 0.0004 BOTTOM FLANGE 0.5250 0.0375 0 .0197 0.0007 0 .0000 BOTTOM WEB CORNER 0.2159 0.0874 0 .0189 0.0017 0.0004 FULL WEB OR WEB B1 3.6500 2.0000 7 .3000 14.6000 4.1523 TOP WEB CORNER 0.2159 3.9126 0 .8449 3.3057 0 .0004 TOP FLANGE 1 .8380 3.9625 7.2831 28.8592 0.0000 TOP WEB CORNER 0 .2159 3.9126 0 .8449 3.3057 0.0004 FULL WEB OR WEB Bl 3.6500 2.0000 7 .3000 14.6000 4.0523 BOTTOM WEB CORNER 0.2159 0.0874 0.0189 0.0017 0 .0004 BOTTOM FLANGE 0.5250 0.0375 0.0197 0.0007 0 .0000 BOTTOM LIP CORNER 0.2159 0 .0874 0 .0189 0 .0017 0 .0004 BOTTOM LIP 0.3250 0.3375 0 .1097 0.0370 0.0029 SUM 12 . 1337 23 .9071 64.7526 8.1126 YBAR = 1 .9703 IN Page Number 48 Designed By: Z.J.S.ENGINEERING SERVICES .INC . Job # 21521-07 350 S .Milliken,#A .ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &·3oft -0 in <6500 Series> Appendix D X-X AXIS EFFECTIVE PROPERTIES -DEFLECTION DETERMI NATION BOTTOM IN COMPRESSION BOTTOM LIP BOTTOM LIP CORNER BOTTOM FLAN GE BOTTOM WEB CORNER FULL WEB OR WEB Bl TOP WEB CORNER TOP FLANGE TOP WEB CORNER FULL WEB OR WEB Bl BOTTOM WEB CORNER BOTTOM FLANGE BOTTOM LIP CORNER BOTTOM LIP SUM YBAR = 1 .9703 IN L 0.3250 0.2159 0.5250 0 .2159 3.6500 0.2159 1.8380 0.2159 3.6500 0.2159 0 .5250 0 .2159 0.3250 12. 1337 y LY LY2 10 0.3375 0 .1097 0.0370 0.0029 0.0874 0 .0189 0.0017 0.0004 0.0375 0 .0197 0.0007 0.0000 0.0874 0 .0189 0.0017 0 .0004 2.0000 7.3000 14.6000 4.0523 3 .9126 0 .8449 3.3057 0.0004 3.9625 7.2831 28.8592 0.0000 3.9126 0.8449 3 .205 7 0 .0004 2.0000 .... 7 .3000 .. 14.6000 .... 4.0523 0.0874 0.0189 0.0017 0 .0004 0 .0375 0 .0197 0 .0007 0 .0000 0 .0874 0 .0189 0.0017 0 .0004 0.3375 0.1097 0 .0370 0.0029 23 .9071 64 .7526 8 .1126 ; Page Number 49 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &.30ft -0 in <6500 Series> Y-Y AXIS PROPERTIES (GROSS SECTION) L X LX LX2 10 BOTTOM LIP 0.3250 -1.8565 -0.6034 1.1202 0.0000 BOTTOM LIP CORNER 0.2159 -1.8065 -0.3901 0.7047 0.0004 BOTTOM FLANGE 0.5250 -1.4565 -0.7647 1.1137 0.0121 BOTTOM WEB CORNER 0.2159 -1.1065 -0.2289 0.2644 0.0004 FULL WEB OR WEB Bl 3.6500 -1.0565 -3.8562 4 .0741 0.0000 TOP WEB CORNER 0.2059 -1.0065 -0.2174 0.2188 0.0004 TOP FLANGE 1.8380 0.0000 0.0000 0.0000 0.5174 TOP WEB CORNER 0.2159 1.0065 0 .2174 0.2188 0.0004 FULL WEB OR WEB B1 3.6500 1.0565 3.8562 4.0741 0.0000 BOTTOM WEB CORNER 0.2159 1.1065 0.2389 0.2644 0.0004 BOTTOM FLANGE 0.5250 1.4565 0.7647 1.1137 0.0121 BOTTOM LIP CORNER 0 .2159 1 .8065 0 .3901 0.7047 0.0004 BOTTOM LIP 0.3250 1.8565 0.6034 1.1202 0.0000 SUM 12.1337 -0.0000 14.9918 0.5439 XBAR = -0.0000 IN I ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • • • Section Properities For Top Chord • • • • (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STREES) • DEPTH • BOTTOM FLANGE = = 4.0000 0.8750 IN = 90.000 DEG = 0.5000 IN • WEB ANGLE • BOTTOM LIP • • IXTC = 1.9321 IN4 SXTC = 0.9519 • • • • • • • • • IXBC = 1. 9321 IN4 IY = 1.1652 IN4 AREA= 0.9100 VA = 6.0225 KIP • ALLOW. END BEARING (KIPS) SXBC = 0.9806 SY = 0.6151 WT = 3.0941 RX = 1. 4571 • ALLOW. INT. BEARING (KIPS) 1 1.7274 4.6550 • THICKNESS = 0.0750 IN • TOP FLANGE = 2.1880 IN • INSIDE RADIUS = 0.1000 IN • BOTTOM LIP ANGLE = 90.000 DEG • IN3 IN3 PLF IN MATC = 31.35 KIP-IN MABC = 32.29 KIP-IN RY = 1. 1315 IN AEFF = 0.9100 IN2 J = 0 .0017 IN4 BEARING LENGTH (IN) 2 3 1.9306 2.1338 • • • • • • • • • • 5.0524 5.4498 4 • 2.3370 • 5.8472 • • ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Page Number 50 Designed By: Z.J.S .ENGINEERING SERVICES INC . Job # 21521-07 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date Reference: Rocky Mountain Native Plants < Conley > Description: 41ft-6 in &"30ft -0 in <6500 Series> :n::!"····· ... . .. .. . . Appendix PITTSBURGH TESTING LABORATORY -..................... ._ ........ ---....--...-4· .... ._... -.. -"" .. .-. ........... " ..... ,......,. ............ __ , ....... ...... ~ ...... -.............................. ...,..... . .,._-......... ... ......... .. ..._.. ........... __... .-........ F1.0-LOC'tH EHS STUilD lYEIOI.T KIM. o\SS!HIU Cat. llo. •hr AS'nl-o\47,_ Sin lr••~tnc ltrenct• Sln (hua4s) • rvc :z'o u 1/4". 111-I,UO F\IC 311 lA ~~u-511" ll.lGO F\IC JH lo\ 3/1" 5/JH 15,400 . niC 431 lA 7116H lJ'" 10,100 F\IC ,00 .DA 1/1" 7/1" 26,900 ! Tescs were canduct~d usl-1 tha Fla-Loc Strand Crlps , rue lHS strand and F\IC •r•bolts as •~' for ~b ln th• above t~~~. vlth all tested •••••blles providlnc ac ls~sc 100% of tha ttrand catcd break!na load ~ccordanc• wLth tho Dbov• t~•lc vLll •••c •r ••coed the apeclfled I •11l.S..u• •••••b1)' b\'colo.liiC atr•nach. 9-11-2007 I*AC&I ~ o1nn. I. YACTO •• u-1"1'oP ' !>, '!.J""" '·'·0 ,,,DO I0 1 1tOO l'l>11t5D Page Number 51 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 21521-07 350 S. Milliken, #A. ONTARIO ,"ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9-11-2007 Reference: Rocky Mountain Native Plants < Conley > Description: 41ft - 6 in &'30ft -o in <6500 Series> Figures '; ., . . ·. ···' • ~;_ •. ,: I i Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information Assessorffreasurer Property Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics I Tax Information Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Imp rovement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 021 II R210965 II 217701200404 II 45.694 I Owner Name and Mailing Address jDEBOER, SKYLER S I j2730 SNOWMASS CREEK ROAD I !SNOWMASS, CO 81654 I Legal Description lsECT,TWN,RNG: 1-6-93 DESC: SEC 1 LOT 13 (54.06AC), N2SENW AKA TRACTS 15,6,11,12 DESC: 21 & 22 ANTLERS IORCHARD DEVELOPMENT. BK:0867 jPG:0771 BK:0755 PG:0127 BK:0754 IPG:0597 BK:1063 PG:0135 BK:1063 jPG:0131 BK:1063 PG:0129 BK:1063 IPG:0127 BK:1063 PG:0128 PRE:R210859 jSPEC ASMT: SILT WATER PROJECT Location Physical Address: 111404 223 COUNTY RD RIFLE I Subdivision: I Land Acres: 1176.06 I Land Sq Ft: llo I ll II http://www .garcoact.com/assessor/parcel.asp?ParcelN umber=21770 1200404 10/8/2007 Parcel Detail Page 2 of4 II:== ==Se=c:=io=n =::::::1:1~ =T=o=w:=sh==ip======:ll:== ==R=~n=3 ge==::::::ll Property Tax Valuation Information Actual Value II Assessed Value I Land: 66,6toll 19,3201 Improvements: 191,24011 24,7501 Total: 257,85011 44,0701 Sale Date: 114/1511998 Sale Price: U5o,ooo Basic Building Characteristics Number of Residential 12 I Buildings: Number of Commllnd lo I Buildings: Residential Building Occurrence 1 Characteristics TOTAL HEATED AREA: llt,568 ABSTRACT CODE: II~~CH RESIDENCE- ARCIDTECTURAL STYLE: IIMANUFACTURED EXTERIOR WALL: IIMASONITE ROOF COVER: IICOMP SHNGL ROOF STRUCTURE: IIGABLE INTERIOR WALL: IIDRYW ALL FLOOR: IICARPET FLOOR: llsHT VINYL HEATING FUEL: IlGAS HEATING TYPE: IIFORCED AIR STORIES: llsTORIES 1.0 BATHS: 112 ROOMS: 116 UNITS: lit BEDROOMS: 113 I YEAR BUILT: 111993 I http://www . garcoact.com/assessor/parcel.asp ?ParcelN umber=21770 1200404 10/8/2007 Parcel Detail Page 3 of 4 Tax Information Tax Year Transaction Type Amount I 2006 Tax Payment: Second Half ($1,952.04)1 2006 Tax Payment: Second Half ($120.00)1 2006 Tax Payment: First Half ($120.00)1 2006 Tax Payment: First Half ($1 ,952.04 )I 2006 Tax Amount I $24o.ool 2006 Tax Amount $3,904.081 2005 Tax Payment: Second Half ($120.00)1 2005 Tax Payment: Second Half ($1,959.65)1 2005 Tax Payment: First Half ($120.00)1 2005 II Tax Payment: First Half ($1,959.65)1 2005 II Tax Amount $24o.ool 2005 I Tax Amount $3,919.301 2004 Tax Payment: Whole ($4,654.54)1 2004 Tax Payment: Whole ($240.00)1 2004 Tax Amount $24o.ool 2004 Tax Amount II $4,654.541 2003 Interest Payment II ($2.40)1 2003 Interest Charge $2.401 2003 Tax Payment: Second Half ($120.00)1 2003 Interest Payment ($51.62)1 2003 Interest Charge $51.621 2003 Tax Payment: Second Half ($2,581.19)1 2003 Tax Payment: First Half ($120.00)1 2003 Tax Payment: First Half ($2,581.19)1 2003 Tax Amount $24o.ool 2003 Tax Amount $5,162.381 2002 Interest Charge $25.471 2002 Interest Payment ($1.20)1 2002 Tax Payment: Second Half ($2,546.70)1 2002 Tax Payment: Second Half ($120.00)1 2002 Interest Charge $1.201 2002 Interest Payment ($25.47)1 2002 Tax Payment: First Half ($120.00)1 2002 Tax Payment: First Half ($2,546.70)1 2002 Tax Amount $5,093.401 II II I http://www .garcoact.cornlassessor/parcel.asp ?ParcelN umber=21770 1200404 10/8/2007 Parcel Detail 2002 Tax Amount $24o.ool 2001 Tax Payment: Second Half ($77.50)1 2001 Tax Payment: Second Half ($2,6o 1.44 >I 2001 Tax Payment: First Half ($77.50)1 2001 Tax Payment: First Half ($2,60 1.44 >I 2001 l Tax Amount $155.ool 2001 Tax Amount $5,202.881 2000 Tax Payment: Second Half ($2,755.32)1 2000 Tax Payment: Second Half I ($77.50)1 2000 Tax Payment: First Half ($77.50)1 2000 Tax Payment: First Half ($2,755.32)1 2000 Tax Amount $155.ool 2000 Tax Amount $5,510.641 1999 Tax Payment: Second Half ($55.00)1 1999 Tax Payment: Second Half ($572.29)1 1999 Tax Payment: First Half ($55.00)1 1999 Tax Payment: First Half ($572.29)1 1999 Tax Amount l $1,144.581 II 1999 II Tax Amount II $110.ool Top of Page Assessor Databa~e Search Options I Treasurer Database Search Options Clerk & Recorder Database Search Options Garfield County Home Page Page 4 of 4 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 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by G ood Turn s Software. http://www .garcoact.cornlasse s sor/parcel.asp ?Parce1Number=21770 1200404 10/8/2007