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HomeMy WebLinkAboutApplication-PermitGarfield County Building & Sanitation Department 108 8`" Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. gui$'1 Job Address Q'Mrt Vt E C �4 �11`Q LY (M.3 �l h� Q L°� °`; Nature of Work Building Permit 4_ - Use of Building k- /.(; ,, 41'1( CLA Owner Contractor / °Y1 L/ki4L Amount of Permit $ & 'S. 9) Date CC -5-6,A !3. ate; Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'" Street, Suite 201, Glenwood Springs, CO 91601 Phone: 970-948-8212 / Far 9703843470 / Inspection Lino: 970-3846003 Permit INo: 4- 9 L,� y Parcel/Schedule No: 9'79-15a-0� -C a Job Address:{ Li I(�(V:n�, .1a 16- / . III (lei Uib,s 1 Lot No:Block N. Subd. /,,FFy�i�Wption: N Ci� j �' !r /ill/2ecir, SiafCr 2 Owner: an t �r,stla bJti5� Address Nil ilne.�+&D( ph. qm rA19 -0 Wk Ph: 3 Contractor:-,-.) Qun ,Jtison Q)nML. Ph: Lic. No. 4 Architect/Engineer: ,\In N I, Address: Ph: Lic. No. 5 Sq. Ft. of Building: ,3o x50 Sq. Ft. of Lot: /G Ae2es Height: 2 ,. /9 —0 No. of Floors: / o Use of Budding 5f, ,I, 15{I o -� — 7 Describe Work: "- JD n `- 1 3 ,y ae / I� l H Hy, New 3 Alteration iRemove Class of Work: J Addition J Move 0 10 Garage: ❑ Single 0 DoubleJ ❑ Sin Carport:gle Double a Dnveway Permit ❑ On -Site Sewage AIA 'kVA Disposal 2/Site Plan Q allji(1 11 Valuation of Work: $ Adjusted Valuations: S 27 OaO 12 Special Conditions: A SEPARATE ISSUED THIS AUTHORIZED CONSTRUCTION PERIOD I BNRENT APPLICATION PROVISIONS COMPUTED GRANTING TO VIOLATE RACAL OF/CATR•!, ELECTRICAL PERMIT BY THE STATE OF COLORADO NOTICE 13 REQUIRED AND MUST BE AND VOID IFWORK ORCONSTRUCTION WITHIS 180 DAYS, OR, IF SUSPENDED OR ABANDONED FOR A TIME AFTER WORK 1S COMMENCED. READ AND HEAMIN W THIS SAME TO BE TRUE AND CORRECT. ALL THIS TYPE OF WORK WILL BE BPECIflD HEM= OR NOT. THE NOT PRESUME TO GIVE AUTHORITY PROVISIONS OF ANY OTHER STATE OR OR THE P RFORMANCE 0/0S Plan Check Fee: !!! V 2 2 v. � 'PI Perms Fee: �/� ME OUTBECOflSNULL IS NOT COMMENCED OR WORK IS OF 180 DAYS AT ANY CERTIFY THAT I HAVE AND KNOW THE OF LAWS GOVERNING WITHIN WHH'FBER OF A PERMIT DOES OR CANCEL THE LAW REG ' TING CONSTRUCTION ' Total Fee: /�_!}}}///���%® Dated Permit Issued: OC 1 Const. Type: kOup: Zoning: Setbacks: Manu. Manu. Home: s ISDS No. Fee: 8 7 t.N n' 'ii `R i 1 ,\. M•31‘ 2Vw12:1--�- ) LDG� PLNG. DEFT. // .. . ., APPROVAL/DATE kjerse � AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WTTH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT 11 THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBE[ STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTEI REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION REIN( CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW CF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF AN` RESPONSIBILITIES OR LIABLITIIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS ANC IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARDCTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDEC TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST Garfom.003 Sl3o fo c 0386 ( al II HEREBYTHAT I HAVE AND UNDERSTANDOpM THE AGREEMENT ABOVE DOLT The following items are required by Garfield County for a final inspection: 1. A fmal Electrical Inspection from the Colorado State Electrical Inspector; 1' J Qlsible Permanent address assigned by Garfield County Building Department posted where readily from access road; 3. A fmished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway tallation, where applicable; as well as any final sign off by the Fire District, anchor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit II Signature BpcontOct2004 Date FEE ESTIM 1 TE FINISHED LIVING SPACE: X 74.68 = UNFINISHED BASEMENT: X 41.00 = CRAWL SPACE: X 9.00 = GARAGE: X18.00 = UNCOVERED PATIO/DECK: X 1100 = COVERED PATIO/DECK: X 24.00 = MISC. e --- 7S 1�55 K- I 66 MISC. 5ov. TOTAL VALUATION: a7OO() PLAN REVIEW FEE: q d SI9 \pC32ERMIT FEE: 402/, 55- TOTAL: s TOTAL: 9(< 56, MANUFACTURED HOME SET UP FEE: SEPTIC - PERMIT: PERK: • GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS In Oh And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. i Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes X 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks do apply. Yes X 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent roperties), streams or water courses? Yes A 2 1 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes f( 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes a/q 6. 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 4,9 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes Ws 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes K 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes )( 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes )( 11. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes �( 12. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes )C 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No Y 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes No X ^/A 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No X * 17. 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 X -JA 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No X a/A 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes X No 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted without it. Yes X No 21. Will this be the only residential structure on the parcel? 2 n Yes No 14, If no -Explain: J 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes ){ 23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes )( No 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes X No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes X No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes X No 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes X No 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes x No 29. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes J( No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re -inspection fee? Yes X No 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes X No 5 33. Are you aware that prior to submittal of a building permit application 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 Departrnent at 625-8601. Yes )( No 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes X r.f A No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the ParcellSchedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes No 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes )( I hereby acknowledge that I have read, understand and answered these questions to the st of my ability. g/��1/45_ Signature of Owner Date Phone: �7(o-Ov�a Alt. ,I,x -- ` 71-e °x-- ci/6 Adc Project Name: Project Address: (days); (evenings) Notes: If you have answered "No" on any of the 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 a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application 6 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, delay in issuance of the permit or delay in proceeding with construction. BpminreqFeb2005 7 PLAN REVIEW CHECKLIST Applicant YF.CSOW Date /(�• 3 - Building /./4EngineeredFoundation /(( /.Driveway Permit ✓Sarreyed Site Plan aA Septic Permit and Setbacks Grade/To ography 30% a>atft ch Residential Plan Review List "ivlinimum Application Questionnaire /Jubdivision Plat Notes AtAFire Department Review Valuation Determination/Fees ed L e Plans/Stamps/Sticker trach Conditions l 4lication Signed eviewer To Sign Application (/ Parcel/Schedule No. 0# Snowload Letter- Manf. Hms. GENERAL NOTES: Planning/Zoning ✓Property Line Setbacks t Stream Setbacks ✓Mood Plain "l3urlding Height _c_Zeaing Sign -off Road Impact Fees C-1-10A/DRC Approval Lade/Topography 40% Planning Issues (Subdivision Plat Notes 08/23/2005 18:50 6258627 ROAD AND BRIDLE PAGE 01 Garfield County Garfield County Road and Bridge Department August 23, 2005 Christina Nelson 416 Minneota Estates Fax # 876-0497 CC: Crisfield County Building and Planning Department Dear Ms. Nelson; The property you own is beyond the county road; in a private subdivision; therefore, you do not nced a driveway permit from Garfield County. If you have any questions or problems, please feel free to contact mc. Sinc ely, ake Mall Administrative Foreman Garfield County Road and Bridge Department 902 Tauthsnbagh Blvd. Swift 305 Rifle, Co 31650 Phone: 970.6254601 Far 970.6254627 OCT -02-05 SUN 099:28 AM NELSON FAX NO. 8760497 P. 01 Dan D. Nelson 4.16 Mineota Drive Silt, Colorado 81652 (970) 876-0422 October 2, 2005 Garfield County Building and Planning 1011 8"' Street, Suite 201. Glenwood Springs, CO 81601 Attn: Andy RECEIVED 6U' ;:el,: nri!lNG Dear Antly, Attached you will find a letter from Glenwood Structural and Civil, Inc. I have taken their recommendations under consideration ,nd plan to Incorporate them into my pole barn. Pleas` do go forward with my building permit and call me with any Further questions or concerns. Thank you for your time. end (VT-2-2fllC. CHKI 1l•td TCI •071,_70A_7,17n Si cerely, Dan Nelson \I/1MC.!`lYlr Trl fl MMI MITV MI FThr nI nE.ALI T II O OCT -02-05 SUN 00:28 AM NELSON ,Lt:iufyil.; INC.. k'r,{;rlr :[v C.carbtrti,;tore vrv.^u :•,!r.• 5:m5o,1,trur.tur31.com Soplor,Uer 30, 2005 Dan Nelaan hiG M;negra • Silt, GO U1052 FAX NO. 8760497 P. 02 IPMB p0: M15011 Polo Barn 1)rni' Mi. N^Is0tt. ilrio is t') address the question of structural adequacy of ho beam framing supporting the roof, It is our unds;r,6;uzding that the Karn is approximately 30x46 and single story. There are four structural bearing Ilno;; p(srar;I to the 30' dimension. The two exterior bearing lines carry approximately 8 feet Tributary width rOef.frsnting. The luno interior bearing lines carry approximately 17' tributary width roof framing. Each tearing ,ring lino consists of built-up 3-2x14 DF No. 2 beams supported at the ends and at midspan. We have cant:d out structural calculations to Investigate these mernbers and our findings and recommendations follow, Tito ;Ixistir:g framing, as descrihnd above, is inadequate for tho 10 psf required snow loading. However, it is pows:ble to use those existing members by adding intermediate supports. For vertical toad carrying q{tpr i I..y I oquirernonts, we recommend tho Addition of intermed;ate 4x4 posts at each exterior beam lino u that Thu rnaxim1m span of the existing 3.2x14's is 7'-6". Similarly, on the interior beam lines, the slrtt9Utrte would be adoquate for vet Lica! load carrying purposes with the addition of 6x6 posts so that the gnaw, Mute span of the Kearns does not exceed 7'-6". With the addition of these intermediate members, tho I./awn limos should) be adequate for bearing. Picky roto that this does not address any other items within the structure, but should serve to address the tr:ant linos for vertical loads. If there are any other questions or If you need anything further, please uontarf aur of tic0. Thant; You, GLFNWOOil) STFjUCTURAL AND CIVIL, INC, rL A [(Pit Atdr,1f7,1'), Gmrra, M.S„ P.E. l?ri:^i�lf alt C F illi (:a h!.,.6'.""1114Vd5001..Tprna0ioPG0ri,d itetegvr050990.wr'd 2425 Gran )Ave' , ':ite 102 • Glenwood Spnrgs, COI) I GO I • Phone (970) 923-0135 • fax (970) 9213-9e04 MT-2-2act 1M 1fd Tr, • 07n_Awn ■ ler MiTek® Re: 3474 3474 MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 The truss drawing(s) referenced below have been prepared by MiTek Industnes, Inc. under my direct supervision based on the parameters provided by Trusfab, Inc.. Pages or sheets covered by this seal: 817266491 thru 817266491 My license renewal date for the state of Colorado is May 31, 2006. July 11,2005 Yu, Ray The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/IPI-2002 Chapter 2. Job Truss Truss Type Oty PI y x474 • R17266491 3474 • A COMMON 16 1 • Job Reference tope:oat) TRUSFAB..INC Cas11e Co 01647 5-1-15 10-0-0 14-10-1 6 200 s Apr 2B 2005 Minn. Induslne5 Inc Fn Jul 08 15 01 19 2005 Pape 1 20-0-0 5-1-15 4 10-1 426 = 4.10-1 5-1-15 Scale =1372 6-9-4 13-2-12 20-0-0 6-9-4 6-5-7 6-94 Plate Offsets (X,Y) IA Edge,0-1-12J, IE Edge,0-1-121 LOADING (psf) TCLL 400 (Roof Snow=40 0) TCDL 100 BCLL 00 BCDL 10 0 SPACING 2-0-0 Plates Increase 1 00 Lumber Increase 1 00 Rep Stress Incr YES Code IRC20001Ap1S195 CSI TC 0 55 BC 044 WB 068 (Matnx) DEFL in (Ioc) I/deo Ud Vert(LL) -0 08 A -H >999 240 Vert(TL) -0 14 A -H >999 180 Horz(TL) 004 E n/a n/a PLATES GRIP MT20 169/123 Weight 66 Ib LUMBER TOP CHORD 2 X 4 SPF 2100F 1 8E BOT CHORD 2 X 4 SPF 2100F 1 8E WEBS 2X4WW Stud REACTIONS (Ib/size) A=1183/0-3-8, E=1183/0-3-8 Max HorzA=-6Bfload case 5) Max Uplif A=-152(load case 9), E=-152(load case 10) Max GravA=1380(load case 2). E=1380(load case 3) BRACING TOP CHORD 2-0-0 oc puffins (4-7-6 max ) BOT CHORD 10-0-0 oc braang JOINTS 1 Brace at Jt(s) C FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD A -B=-2282/269. B-1=-1865/259, G1=-1678/278. C -J=-1678/278, D -J=-1865/259. D -E=-2282/269 BOT CHORD A -H=-215/1868, GH= -74/1166, F -G=-74/1166, E -F=-176/1868 WEBS B -H=-687/168, C -H=-95/878, C -F=-96/878, D -F=-687/168 NOTES 1) Wind ASCE 7-02, 90mph. h=25ft, TCDL=5 Opsf, BCDL=5 Opst. Category 11, Exp C, partially. MW FRS gable end zone, cantilever left and nght exposed , end vertical left and nght exposed. Lumber DOL=1 33 plate gnp DOL=1 33 2) TCLL ASCE 7-98. Pf=40 0 psf (Bat roof snow), Exp C, Fully Exp 3) Unbalanced snow loads have been considered for this design 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) Design assumes 4x2 (Bat onentalion) pudins at oc spaaog Indicated, fastened to truss TC w/ 2-10d nails LOAD CASE(S) Standard A WARNING - Vertry design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tor use only with Mifex connectors This design is based only upon parameters shown and a for an indMdual building component ApplIcabHly of design parameters and proper Incorporation of component a responsibility of building designer- not truss designer acing shown Is for bterol support Of indMdual web members onty Additional temporary bracing to insure stability during conshua hon Is the respon9bilrty of Bre erector Addlitonol permanent bracing of the overall structure I5 Ine responsibility of the building designer For general guidance regarding lobrlcahan. qudlty conhol, storage, delivery erection and bracing consult ANSI/T%1 Quolilv Crlbrla. 056-89 and 8511 Building Component Safely Infoanciton available from Tans Rate Institute. 583 D'Onofrlo Drive Madkon, WI 53719 July 11,2005 S7 Sole , Greenback Lane _r Onms Heights. Ca 95610 MiTek® -o -o411 - r70 ilb ,f m �VDNc• cnco in in a a - O m A m Ng n7 OW CD70 0-c .g. g; 0 0 E. D 00 7 1 a a- (D - 0 0 c 0 7 m 7� n j a D5 =' 0 Q 7 Z o a 0 5 DO a OO 7 O fo p C° Cn o a m C O C O- 7 C a. 0 3 7 n 7 3 wD 01D N a o m D a a) 7 c a �` In O °7 7° m o o° O c ° m H m Cl a N .� i o 0 3 0 0 0 7 w W ° c 5 m o a a c N n m 3 0 D F NN a 7 a co co a6 a7�0 O.cn moo am�0- 0 Hcy =o D DO =°°P°am moOO -Q� °� 0 0n 7q C -h-r CO 07!O 903 m OO Q o On 3 n oma 3i m 5. n 7 m O. o- m N 7 N N 7 0 mm m (D =0. d o °: O E 3 7 O o ,r.7.)- 5.0 = Oy N °°�mo norm a�� 7�m 3 N31 0 3 o O A n- O ci o m O w£ o O F . m Cr m a Oj O O O.� m 0 0 7 p O a N 7 7 0 '4 3 c Q 0 0 0 Q W a o m aNo - o 00 co 530 o (0m0 3 3 s rr y oz 0> 0 0 0 z as 3 a_ 7 N m A o c {] O7 N 0 2 < 0 ' m y D O m n mj O - 0 (° 2 O �'D O 7 a J CI % 0 nco n O P N 0 5.0 0- 01 0 co W N N D m O D 96-31,95-43,96-20-1,96-67,84-32 CONNECTOR PLATE CODE APPROVALS ti pmf f0= N am ND > (c.it m D< O A C 0a T?.T m O 2 O m m m m 8 m O Z m m O 0 A• 2 x0 m y fl O m 0 0 O D 0 OI TOP CHORD 0 a CI -8 W2-1 W3-6 V1 C4.5 TOP CHORD v 0 0t = N 0 O 0 N u m a m dimensions shown in ft -in -sixteenths wa;sAS 6uiiegwnN POOZ o P cn A co N — O -0 co P 01 A U N vo N 0o n om �o ,�E J� '7' iii `C o� 3o mmv oav 3z oa a D o o D o a m Q £ m °$ 3 f m m i m m �` a m M I35 c n o m m oT " a 3 G m a a0 FP 0 0 0 m r 3 0 ° 0 8 0 3 0 n o '<--. o F a 10 m m o m o CI a c 'n ul la - CD �`. a m 3aa aD m3 o a=0 3 m n n 0 o° 0 a o 0 0 '� n m Z o n m c a< m a. n D° ma c `o_n m0 o0o m �m D§° Qg oa HQ OO N nt N o m y z o o' 0 0 3 0= _ � N low o° o a 3° a N a 'p 0 7 5 C \ 0 00 0 Q n a o c - 3 N c a 0 o a 3 1 o ° ° o ° n 0 ° c N 0- 5 oN �`� mo ao C0 o°ac oa o- of - 0 DO u.<H -o nc Lc, �� 0 `! m �i 'o 3 0 0 0 m 3 ° n o a Q 3 -. ° n 3 Ln<' 7 0 7 0 3 o. a m `� 0 0 a 0 n a o° £ a 'm o< ° a Q o c Q C ca o oD 3n °O `°`D ac 3� o- �o am as a° 7a 0 N c a N D D` D 0 O 1'D O 0 co asimiayyo pay O 0 Z Cr O o O O O a m N 0 0 l0 N 0 c g 7 , 0 0 y< m 7 5 N o co --,3 `G C ° 'n J O u o. m D O m j V "O 0 p O O N N£ y o N m Q m a 3-- D0 00° o ro 0 a- 0 - 3 £ 2 � ° ,gym m 3 °n om a s 0 0 0 `D a a 0 � 0 0 mD a0 HN nn c0 3 N 03 m °jo D `° 0 o ° a m a a a - a m 4 P Fo° o n a 0 0- 0 m o °° o `m 8 N a 5 0 m o g 3 a = o ° = 0 0 0 1.7 SJE sa4oN A.MoS Ioieuage 100Z'Nenuef - 9110M Raft r Spans - Domestic Sp ci s =z M (p m m mm 2 5O5 3c (5 Z-4 -n m m0 f/1 0 G) = A mm 13 m cn co O 2 O O e_ P > z W0 y o eTN 0 co o i, p N rfr W P 20 — 3 0 T a r if 0 g 4 z SNVdS 113.141121 S 0 W m p 9 O z 0 • a T a m 0 a m v o 0y O A S• SS m it! N m 5 • 0 O P z0 i v O 0 T D 00 W z 00 m a 9 D 0 0 m c ti • D COJ y Cm m m 0 v 9 O v D O O a ▪ m a m m TT 0 m < D N O O • z r z 0 m m y D 0 D 0 O a 0c • a D O m D 0 m 6 m D n m z m O 01 T m • D V N V O V CO 0.0 g L 0 > .0 0 P 8a P N -+im 1+ 0 u V a V o a+ O W a m"d Co N N 0 N an 0 N + W W N P a N G 0+ : 0 W N : co s N 0 a W 0 0 0 = co o 0 0 La o ° O +W W O O CO V 00 W NN a N O N W W P 0) N+ m+ m o N m V o m W+Ni m N +P m N 0 o o+ 41 0 O W 0 + a N+ O N '-1-10100301• P +_ P N V 0 N m V m N+ 81 m 4 m V o u W at o' N o W W 01 0 a W -1 W W a O N + 0 0 + 001 -00300(4-13- O 1 P N N O N O N 0 W N N V 0 W 8N I.J. + N W N + ow V ONy - W 0 0 0 W+ 0 o O 0 O V W W 0 + m 0 0 N + N vi m u 0 m 00 0 + 0 0 V N W W O a m N a 0 N N O N Y 0 0 m 0 0 V N 0 W0 N N+ a N N m + -COW N N a -1 N 0 0 O a W 0 W N W W N+ N 0 O +0 N 0 m N a +O N V 0 W 0 as m+ T + a V m 0 N W 0 + 0 0 N 0+ O 0 O �_ u +a i 000 +W +W V -. +1 m -. 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N m 5 • 0 O P z0 i v O 0 T D 00 W z 00 m a 9 D 0 0 m c ti • D COJ y Cm m m 0 v 9 O v D O O a ▪ m a m m TT 0 m < D N O O • z r z 0 m m y D 0 D 0 O a 0c • a D O m D 0 m 6 m D n m z m O 01 T m • D 4{1 Cope .yd'd o„ Qi6/ 0 - L - - I � O. ti / 7\ r -f 1 j h-TvµO W� 147 Dyyy N L 7'• cit so. retricr t 0- 4 b .p _ t • 4• • COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at Permit No. 046 qw) I have this day inspected this structure and these premises and found the following corrections needed: adi 41-C eba 11 �rr►caair r Jr 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 f 200 Building Inspector Al94c4 Pea Phone (970) 945-8212 No q 8ti Assessor's Parcel Noo2(17— (5".-o tial BUILDING MIT CARD Date 7 o/j5/o.S- Job Address 054/(0 .4 • vr• • dike° � asal- `ba Owner 0'7 () '�C / Addres �6 m a41-"C �1/7_ •_�' PhoSne #k17L (ta=- � Contractor Afl's- Address t t Cad Setbacks: Front Rear RH LH /6, Soils Test U Footing Foundation Grout Underground Plumbing Rough Plumbin Framing h - O6 Insulation Roofing Drywall Gas Piping INSPECTIONS NOTES Phone # Zoning Weatherproofing Mechanical Electrical Rough (State) / Electric§I Final (State) /�/ /� Final JJ t"-0 6 /a4IChecklist Completed? Certificate Occupancy # Date Septic System # Date Final Other (3/RL (continue on back) INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued!` oS Zoned Area Permit No AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMED1y4TELY BECOME NULL AND VOID. Si. ore nun ! Q /6V,Pott to yxt 1` Contractor d uDA - Front Side Side Rear use r A ddrenr AOwneriver Descri -r Setbacks This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing VeS IA' nk Driveway Foundation /1)/1 Underground Plumbing Insulation Nr Rough Plumbing ,U,/ Drywall /t/4 Chimney & Vent 41 Fr Electric Final (by State Inspector) i(/ if Gas Piping 4)� Final //- 3-o (a kriv.. Electric Rough (By State Inspector) i%l}- Septic Final itJ /9, Framing //- 3-o& ,0»1 (To include Roof in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD DategYOCy Wlak PLACED OUTSIDE - COVER WITH CLEAR PLASTIC