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Home My WebLink AboutApplication- PermitGarfield County Building, Sanitation, & Planning Department 108 8`" Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address 35k��.� ba \ A.A t2 k Nature of Work Building Permit ,Q3c-1 - cQ t - t t Use of Builing �'1� C_ • of • Owner Contractor Amount of Permit $ . 1� Date 3-a-Ic .4 Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'° Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 Permit No: 1Parcel/Schedule No: 01395 - o"2 1 -Q -V3 J , Job Address: k R1 G/;awZc fJr�"� a 3 cocci 4 - tic, 1 Lot No: (3 Block No: L Q, aSubd.!_ F,tcem ion: /1 2 Oww: 5r'c IAAr Address G�✓.S 901 (v. Rd. /i7 pia 97o-19C-zn3 Ph: Wk Ph: S Lic. No. Siff 3 Contractor::, ` _ er ' 1 Address: 4 Architect/Engineer: Address: Ph: Lic. No. 5 Sq. Ft. of Building: 24o I to- Sq. Ft. of Lot: j J �_ Height: No. of Floors: 6 Use of Building:. d n��, _, Rte, (/ (ef�..� 7 Describe Work: 8 Class of Work: Sr New ❑ Alteration 0 Remove de Addition o Move 9 10 Garage: o Single o Double Carport: o Single o Double o Driveway Permit o On -Site Sewage Disposal 0 Site Plan (Septic) 11 Valuation of Work: 5 Adjusted Valuations: S 41,0 ).g. �J 12 }, MgIL7Nltli i+ z, Rle�1ES o 4 9c&Lu ao 4-7e4104424 . AiCya)C 7AULSXi 44x0 «/ Parr Pia ar A SEPARATE ISSUED THIS THIS AUTHORIZED CONSTRUCTION PERIOD I HEREBY APPLICATION PROVISIONS COMPLETED GRANTING TO VIOLATE LOCAL OFCONSTRU NOTICE ELECTRICAL PERMIT 15 REQUIRED AND MUST BE BY THE STATE OF COLORADO. PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION 15 NOT COMMENCED WITHIN 180 DAYS, OR, IF OR WORK IS SUSPENDED OR ABANDONED FOR A OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. CERTIFY THAT 1 HAVE READ AND EXAMINED THIS AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL OF LAWS GOVERNING THIS TYPE OF WORK WILL BE WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY OR CANCEL THE PROVISIO OTHER STATE OR LAW R ULATING CONS / . TION OR E PERFORMANCE N. Plan Check Fee: �7 j n e 6• i r Permit Fee: ` 3 t 745– 335 JPermit Total Fee: Dated Issued: / SS3, _/ co OCC fi` Ou (I] /�j onst. Type: y /l Zoning: Setbacks: !— 46,00.0. - Manu. Home: ISDS No. & Fee: / % `4. *'HER 04 s� �� // y'%// Q�` 2-)te � - itor B • •E' ' APPRI - I DATE , .1 • -. - IF 'I ATE AGREEMENT PERMISSION 15 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 WITH ALL BUILDING CODES AND LAND LSE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT 1F THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRICTION, AND USE OF THE ABOVE DESCRIBED 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 THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY CARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE alciS INTENDED 'CO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. \ rfome /��y. 4\%� Y, 1 HEREBY ACKNOWLEDGE THAT /HAVE READ AND UNDERSTAND THE AGREEMENT ABOV E UNITIALh f/r` The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished 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. A complete bathroom, 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 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOTOCCUPY 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 PREMISE UNTIL ABOVE CONDITIONS ARE MET. 1 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# 9C -S. cJ'� Signature Date BpcontO82002 PLAN REVIEW CHECKLIST Applicant FAA.) Date .27) le l 22 Building lrAEngineered Foundation ,og, Driveway Permit {/ Sus rrry40J Site Plan SO I , ' i4Septic Permit and Setbacks ✓ I/ /Grade/Topography 30% Mtach Residential Plan Review List inimum Application Questionnaire XJ4 Subdivision Plat Notes Fire Department Review ✓ Valuation Determination/Fees "Red Line Plans/Stamps/Sticker ✓ Attach Conditions plication Signed Plan Reviewer To Sign Application M§Itkrechtlo No.16463 40# Snowload Letter- Manf. Hms. GENERAL NOTES: zoo >< = zoo 9 =2 640 17,990 2e,a8 o Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION 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. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because 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. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. 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. 1 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" 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 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. 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, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, 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 1997 UBC, UMC and 1997 UPC. 1. 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: 106.3.1 (7.) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes 2. Does the site plan 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 doppply. Yes r/ 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 pjierties), streams or water courses? Yes 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 5. 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 ✓ 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the cyarances required between wood and earth? Yes 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and soffits? Yes 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 win loads? Yes 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 plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing (undis rbed) grade contours? Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado/Phase 1I certifications or phase 11 EPA certification? Yes No /Vii - 3 r 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No iv /2- 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 Uniform Building Code? Yes No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes ✓ No 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 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No 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 e✓ 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? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes No 21. Will this be the only residential structure on the parcel? Yes ✓ No If no -Explain: 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes ✓ 23. Do you understand that the minimum dimensions a home can be on a lot is 20ft.wide and 20ft. long? Yes t✓ No 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes )/ No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes L— 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 't-" No 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes \,/ 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 v No 29. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoons. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. Yes i/ No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a S47.00 re-inpsection fee? Yes ✓ No 31. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy ar�d occupancy of the building? Yes ✓ No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Building Code? Yes ✓ No 5 i 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 Department 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 timpplicable inspection. Yes e of No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes ✓ No 36. Do you know that the local firedis t may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this requirement) I hereby aeknowled • that I have read, understand and answered these questions to the be of my Sir !We of Owner Phone: (days); Project Name: Z4 tr 4 cl d r f r nv Project Address: 3sz Date (evenings) W erl G to; Ft' 46! 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 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. bpminreq 11/2003 6 Garfield County Road and Bridge, District 1 7300 Hwy 82, Glenwood Springs, CO 81601 970-945-1223 ph. 945-1318 FAX Date: 02-13-04 To: Building & Planning From: Bobby Branham Re: Driveway permit exemption For: Eric Faas 352 Westbank Rd. Glenwood Springs CO 81601 Location: Same Scope of Work: Obtain building permit Road and Bridge Concerns: For the purposes of the current building permit application. This property currently meets the Road and Bridge driveway standards, and is therefore exempt from County driveway permit requirements. Bobby Branham Dist.1 Road and Bridge WESTBANK RANCH Homeowners Association P.O. Box 2703 Glenwood Springs, CO 81602 FEBRUARY 3, 2004 ERIC FAAS 352 WESTBANK ROAD GLENWOOD SPRINGS, COLORADO 81601 DEAR ERIC: YOUR REMODEL AT THE ABOVE ADDRESS HAS BEEN APPROVED. YOU MAY START AT ANY TIME. THE ADDITION AND DECK FALL WITHIN THE GUIDELINES OF THE HOMEOWNERS ASSOCIATION. THE ROOFING MATERIAL IS THE SAME AS ON THE REST OF THE HOUSE, WHICH IS A 40 YEAR ARCHITECTURAL SLAT GREY, MANUFACTURED BY OWENS CORNING. THE SIDING ON THE ADDITION WILL BE THE SAME AS ON THE ORIGINAL HOUSE. THE COLOR OF THE SIDING AND TRIM WILL BE THE SAME AS THE ORIGINAL HOUSE. THE REMODEL WILL BE A NICE ADDITION TO YOUR HOME. SINCEREL os J • SBISON COVENANT DIRECTOR WESTBANK HOMEOWNERS ASSOCIATION CC FILE CHERI CAPPO HOW TO USE THIS TABLE 1 Determine the roof loading (live load, dead load and load duration factor) and find the appropriate section of the table. 2. Within that loading section, find the HOUSE WIDTH that meets or exceeds the sum of the spam for the supported roof framing on both sides of the beam 3 Locate under COLUMN SPACING the span that meets or exceeds the required beam span 4 Select Microllam® LVL beam size indicated in the appropriate cell of the table RIDGE BEAMS Hosie Widen GENERAL NOTES Table is based on. • Uniform loads. • Worst case of simple or continuous span When stung a continuous span application, use the longest span Where ratio of short span to long span is less than 0.4. use the TJ -Beam" software program or contact your Trus Joist MacMillan representative • Deflection criteria of L/240 live load and L/ 180 total load Alio see General Assumptions on Page 3. 4 el BEARING REQUIREMENTS Minimum beam support to be double trimmers (3" bearing) at ends and 71/2' bearing at intermediate supports of continuous spans. In shaded areas, support beams with triple trimmers (41' bearing) at ends and 111/4' bearing at intermediate supports of continuous spans ROOF LOAD (psf) HOUSE WIDTH = . •" COLUMN SPACING - 10'-0' 12'-0' 14'-0' 16'-0' • -, t 18'-0' - 20'-0' 22'-0' 24'-0' i M in 20LL+1501. 24'4' 31/2"x91/4" 31/2"x954° 31/21/41114" 5'/.'x9'/4" 31/2"x111/4" 51/4"x111/4" 31/2"x14' 5'/4'x11'/e" 31/2"x16" 5'/a"x14' 31/2"x16' 51/4"x14' 30'-0' 36'x91/4" 3'/'x111/" 51/4"x91/4" 3'/2'x11'/e" 5'4'x111/4' 31/2'x14" 51/4 x11'/" 341x14" 3'/1x16' 5'1'x14' 31/21/418' 5'/4'x16" 36'-0' 31/2"x91/4" 31/2"x91/4" 3'/z"xl f'/a' 51/41/491/4" 31/2"x14' S'/4"x11'6° 31/2"x14" 51/4"xllr/e" 31/21/416" 5/41/414" 3'/2"x18" 5'/41/416" 3'1°x18" 51/41/416" 20LL+20DL 24'-0' 31/4'x91/4° 31/21/4111/4' 51/41/491/4" 3111/4111/4' 31/21/414' 5'4'x1 l'/4' 31/41/414' S''/a'xl l'/e' 31/2'x16' S'/4'x14' 31/21/418' S'/4'x16" 30'-0' 3'1'x9'/." 3'1'x9'/.° 3'1'x11''/4' 5'/41/49'/4• 3'1"x11z ' 5'/.'x11'/4' 3'/1x14' 51/41/4111/4' 3'/1x16' 51/4'x14" 3'1'x18' 51/4"x14' 3'1'x18" 51/4'x16' 36'-0' 31/2•x91/4' 31/21/491/4' 51/4°x91/4- 3'/1/4111' 51/4"x91/2" 31/°x14' 5'4•x11'/a" 31/2'x14" 31/2°x16" 511/414" 31/2'x18' 5'/4'x16' 51/4"x18' 3i try_ "'sis' x ^ .- TSDL', :it'`:.,t 24'4' 31/2"x9'/4" 31/2"x111/4' 51/41/491/4' 3'1°x111/4' 31/2"x14" 5'4"x1 1'/4' 31/2"x14' 31/2"x16" 51/4"x14" 3'1"x18" 51/4'x16" • 3o. , . 31/21/491/4' 31/2'x91/4' 31/2"xl I'/4' 511/491/4' 31/2"x14' 5141/4111/4" 31/21/414' 51/4"x11'/e" 31/21/416" 511/414" 31/21/418' 51/4"x16' 51/4"x16"I5140• (' e 4 36x4!' 3'1•x91 3'1-x11'4" 5'/4"x9'/4° 3' x11'/e' 51/41/4111/4" 3'1'x14' 5'/4•x11'/4° 3'/1x16' 51/4"x14° 3'1'x18' 51/4"x14' 5'.'x16" 5'/4'x18" 3011+15DL 24'-0' 3'1'x9'4' 31/2"x91/4" 3'1•x111/4• S1/4'x91/4i 3'1'x1174 51/41/4111/4" 1'x• 3'14" 51/4"x1 11/4" 3'1'x16' 5/x14° 31'x16' 51/4•x14' 3'1'x18' 5Yx16' 30'-0 1x4 /x 5'/4°x9'" 3/x111' 5'4°x9'/z' 31x14• 5'1'x11'4' 31x16' 51/4"x14" 31/2"x16" 5'/4°x14" 31'x18' 5'4'x'6' 51/4"x18' 36'-0' 31/2'1x91/4" 3'1'x11'4• 51/41/491/4• 3'4'x14' 51/4°x111/4' 31/2'x14' 51/41/411'/e' 31/2°x16' 51/4°x14• 31/4'x18' 51/4•x16' 51/41/416° 51/4'x18' 4c ,4011+iSDL y 24'4' 31/2"01" 31/2"x9'1" 5'/4"x91/4' 31/2"x711/4' 5'/41/491/2' 31/2"x14' 51/4"x111/41 31/2'x16" 51/41/414" 31/2"x16" 5'/41/414" 31/2"x18" 5'/4"x16' 51/41/418" 30'-0' 31/2"x9'4' 3'1"x11'/4°, 5'/4'x9'/4' 31"x14' 51/4•x111/4" 31/2"x14' 51/4-x117/e" 31/21/416' 51/4"x14' 3'1•x18' 51/4"x16'y 5'1'x16" 51'x18" 36'4' 3'2x9'2" 5' .".9' a" 3'/2"x117/a" 5'/4"x91/2" 31/21/414° 51/4"x111/" 31/2'x16' 51/41/414• 31/41/418' 51/4"x16' 51/4"x16' 51/4"x18" GENERAL NOTES Table is based on. • Uniform loads. • Worst case of simple or continuous span When stung a continuous span application, use the longest span Where ratio of short span to long span is less than 0.4. use the TJ -Beam" software program or contact your Trus Joist MacMillan representative • Deflection criteria of L/240 live load and L/ 180 total load Alio see General Assumptions on Page 3. 4 el BEARING REQUIREMENTS Minimum beam support to be double trimmers (3" bearing) at ends and 71/2' bearing at intermediate supports of continuous spans. In shaded areas, support beams with triple trimmers (41' bearing) at ends and 111/4' bearing at intermediate supports of continuous spans Roof Span Table ims foist • TJI Joist Specifier s Guide 2026 • September 2003 Maximum H rizontal Clear Spans—Roof 0.C. Depth TJI Spacing 16" 19.2" 24" Design Live Load (11.) and Dead Load (DL) In PSF Hon -Snow (125%) I Snow Load Area (115%) 201L + 15DL 20L1 + 2001 25LL + 150L 3011+ 1501 4011 t 1501 5011 « 1501. Low _High __ Low High � Low_ HighLow High _Low High Low High 91/2" 110 19'-3' 17.2" 18'-4" 18-3- 111-5' 18-6' 17'-9' 15'-11' Ltd; 18- 0' 15.6. 14.3" 210 20'-5' 18'-2' 19'8" 17-3' 19'-6' 17-6' 18'-9' 16'-11" 17-7" 15'-11' 16'-7' 110 23 -0' 20'-6' 21'-11" 19'-5" 22 -0' 19'-9" 20'-11' 19'-1" 19'- 0' 17-11' 17-6" 16'-11" 111/4" 210 24'-4" 21'-9' 23'-3" 20-7 23'-4' 20.11' 22'-5' 20'-2" 27111. 19'-0' 19'-7 18-0' 360 27'-9' 24'-9' 26'-5" 23'-5' 26'-7 23'-10' 25'-6' 23'- 0' 23'-11" 21'-7' 22'-7" 20'-6' 560 31'-11' 28'-6' 30'-5' 27'10' 30'-7" 27'-5 29'-5' 26-5" 2T-6' 24 10' 26'- 0" 23'-7 - 110 26'-3" - 21-8 28- 0" 22'-2' 24'-1' - 22'-6.. - 22'-9' 21.9. 20'-6" 19'-11" 19'-1' 18'_5. 14" 210 27-9" 24'-9" 26'-5" 23'-5' 26'-5" 23'-9' 25'- 0" 22'-1 1' 22'-8' 21'-7 20 -11" 20'-3" 360 31 -6" 28-2" 30'-0' 26'-8' 30'-2" 27-1" 29'-0' 26'-1' 27'-2' 24'-7" 25'-8! 21-4" 560 38-3' 32'-4' 34'-6" 30'-7' 34 -8' 31'-1" 33'-4" 30'-0' 31'-2- 28'-3' 29 -6" 26'-9' 210 30'-9' 27'-5'' 29'-4' 26'- 0" 28'-3" 26'-5' 26'-9' 28-6" 24'-3" 23'-4" 22'-4' 21 16" 360 34'-11' 31'-2" 33'-3' 29'-6' 33'-5" 30'- 0" 32'-2' 28'-11' 30'-1' 27'-2" 26'» 0' 25'-10' 560 40'-1' 35'-9' 38-2' 33'-I1' ' 38' 4" 34'-5' 36'-11' 33'-2' 34'-6' 31•-3' 31'-8' 29' 8' 91/2"110 18'-1' -- 16.1' -- 17'-3" 15'-3' 17'-4' 15'-6" 16'-8' -- 15.- 0' 15'-5. 14'-1. - 14.2. - 11-4' 210 19'-2' 17'-1' 18'-3' 16-2' 18-4' 16'-5' 17-8' 15'-10' 16'-6' 14'-11" 15'-7 14'-2' 110 21'-7' 19'-3' 28-7' 18-3' 20'-3" 18-6' 19'-1' 17-11" 17-4' 16'-8" 16-0" 15'-5" 111/4" 210 22'-11" 20'-5' 21'-10" 19'4 ' 21'-11' 19'-8' 20'-11' 18'-11- 19'-0' 17-10" 17-6' 18-11" 360 26'-1" 23'-3" 24'-10" 22'-0' 24'-11' 22'-4' 24'- 0' 21'-7' 22'-5' 20 -3" 21'-2" 19 -3' 560 30-0" 26'-9" 28'7' 25'-4" 28-8" _ 25'-9' 27'-7- 24'-10" 25'-9' 21-4" 24'-4" 27-2' 110 24-6' 22'-0' 22'-9' 20'-10" 22'-0" 20'-11" 20'-T 19'-10" 18'10" 18'-2" 17'-0' 16`10' 210 26'-0" 23'-3" 24'10" 22'-0" 24'-2" 22'-4' 22'-10' 21'-7' 28-8" 19'-11' 18'-10' 18'8' 14" 360 29'-7' 26.5" 28'-2' 25 -0' 28-4' 25'-5' 27'-3' 24'-6" 25'-6" 23'-1' 21'-7' 560 34'-0' _ 30'-4" 31-5' 211-9" 32'-7' 28-1 31'-4" 28'-2' 29'-3' 26'-6" 26'-5' 28-24 210 28'-8' 25'-9' 26'-9' 24'-5' 25'-10' 24'-6" - 24'--5'" 23'-4" 22'-1' 21'-4' 18'-10' 19'-8" 16" 360 32'-10' 29'-3' 31'-3' 27-9" ' 31'8' 26'-2' 30-T 27-2" 25'-7" 25-3' 21'-7' 21'-8' 560 37'-8" _ 33'-7' 35'-10' 31'-10- ' 36'8" 32'-4' 34'-8" 31'-2" 31'-T 29'-4' 28-5" 25'-5' 91/2" 110 16'-9- 14'-11 15'-11" 14'-2' 16'-0" 14'-4" 15'-2" 13'-10' 13'-9' 13'-0' 12'-8' 12'-3' 210 17'-9' 15'-10' 16'-11' 15'-0' _17-0' 15'-3- 16'-4" 14'-8' 15`1' 13'-10' _13'-11' 13'-1" 110 20'-0' 17'-10' 18'-9' 16'-11" 1B'-1' 17'-2' 17-1" 16'-4' 18-6' 14'-11' 13-7' 13'-10' 11?" 210 21'-2'18-11" 20'-2' 17-11' 19'-10' 18'-2" 18-9' 17'-7' 17-0' 18-4' 15.0' 18-2' 360 24'-1" 21'-6" 23'- 0' 20'-5' 21-1" 20'-8' 22'-2' 20. 0" 20'-5' 18-9' 17'-T 17'-4' 560 27'-9' 24'-9' 26'-5" 23-6' ' 26'-T 23'-10' 25'-6' 23'-0" 23'-10" 21'-7" 21'-1" 211-3' 110 21'-10" 20'-4' 20'-4' 19`1' 19'-8" 18'-8' 18-7' 11'-9" 16.-0" 18-T 13'-7' 14'-2' 14" 210 24'- 0" 21'-6' 22'-4' 20'-5" 21'-7' 20'-6' 20'-4' 18-6" 17-10" 17'-9' 15'-0' 15'-8 360 27-5' 24'-6' 26'-1" 23'-2' i 26'-3' 23'-6' 25'-0' 22'-8' 20.5" 28-2" 17'-T 17'-4" 560 31'8' 28'1' 30'- 0' 26'-8' t 30' 2 27 0 _ 29. 0_ - 26'-1' 24'-11' 23'7' 21'-1" 20'-3' 210 25'-8' 23'-11' 23'-11' 22'-4' 23'-1' 21'-11" 21-9' 20'-10" 17'-10" 18'-3" 15'-0" 18-8" 16" 360 30 -4' 27'-1" 28-11' 25'-8" 28'-2' 26'-1' 25'-0' 24'-1' 20'-5" 20'-2' 17-3' 17'-4' 560 34-10' 31•-2' 33'-2' 29'-6" 33'4 29'-11" 30'-6' 28-3' 24'11' 23'7' 21'-1' 20'-3' See page 17 for General Notes and information on how to use this table 1!' Roof Span Notes and Cut Length Calculation How to Use Roof Span Table n page 16 1. Determine appropriate live and dead load, and the load duration factor. 2 It your slope is 6/12 or less use the LOW slope column It it is between 6/12 and 12/12 use the HIGH column. 3 Scan down the until you find a span that meets or exceeds the span of your application 4 Select TJle foist and mrrenterspacing General Notes Table is based on — Uniform loads — More restrictive of simple or continuous span. — Minimum roof sui lace slope o1'/a in 12" — 1Yi minimum end bearing and 3W minimum Intermediate bearing • Total load limits Joist deflection to L/180 • Live load is based on 10151 deflection o1 L/240. • A support beam or wall at the high end is required (ridge board applications do not provide adequate support). • Spans shown assume no web stiffeners at Intermediate bearings D Factors Trus Joist • He' 10,51 Specter 5 Guide 2026 • September 2003 Add factor D to obtain proper cut length At um cut length can be approximated by multiplying the horizontal length by the slope tactor and adding the 0 actor. Depth Slope 21/2 in 12 3in12 31/21n12 4in12 41/2 in 12 51n 12 6in12 7in12 8in12 9in12 10 in 12 11 in 12 12 in 12 91/2" 2' 23/4" 2W ave 3W -- 3W 4" 4Y 5W 63/4" 714' 8' 83/4' 91/2" 111h• 21/2" 3' 3'h" 4. 4W 5' 6' T 8' 9. 10" 11" 11W 14• 3' 3W 4W 43/4' 5'/" 51/8" 7' 81/4" 915" 10th' 11W 121" 14" 16• 3v4' 4" 43/4" 5W 6' 6W 8' 935' 103/44- 12" 133/4' 14W 16' SI pe Factors Slope 21/2 in 12 3in12 3'h in 12 41n12 41/2 in 12 5in12 6in12 7in12 8in12 9in12 101n12 11 in 12 12 in 12 Factor 1 021 1 031 1 042 _ _ __ 1 054 1.068 1 083 1 118 1 158 1.202 1.250 1 302 1.357 1 414 0 1El C fit FNWOUD 51 KUC1 UKAI AND CIVIL, INC sa Engineers • Constructors WWW glen woodstructural com April 15, 2004 Eric Foss 352 West Bank Drive Glenwood Springs, CO 81601 Re: 352 West Bank Drive Dear Mr. Foss: BECt1VED APR 1 6 294 OGA BUIIORFWIEGL & pNNING a4-5 Project No. M04143 Permit # 9023 This is in follow up to our jobsite observation of this date in response to Building Department concerns. Please find below a description of the condition in question and our recommended solution. Existing roof trusses were cut over an interior wall and modified at bearing on the wall. The truss connections are of plywood fletch plate on both sides and staples. 2x6 vertical web members were added at the bearing locations and connections were made compatible with the existing connections. Based on a visual observation of the modifications and considering the reduced span, it is our determination that the truss modification is adequate. However, the 3-2x12 floor beam carrying the wall should be reinforced due to the location of laps and in the event that there is a slight increase in the load due to the modified truss bearing. This reinforcement is recommended as follows: add double 2x6 or 6x6 "chevron" type knee bracing at the exterior span and the middle span of the beam (4 braces total, connected at the bottom of the beam and restrained at the bottom at the foundation wall/footing and at the bottom of posts/footings). With the as -built truss modification and the recommended reinforcement of the floor beam, the structure should adequately serve its intended purpose. Please call if there are any questions or if we can be of further assistance. Thank You, GLENWOOD STRUCTURAL Adolfo. Gorra, M.S., P.E. President AND CIVIL, INC. cc: File C \shares\ dataVobs\Design\M04143-CBI-352W estBank letFoss040415 wpd 2425 5. GrandAve., Ste 102 • Glenwood 5prmgs• 0081G0 I • Phone (970) 928-0135 • Fax (970) 928-9804 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 352, W aatsg^S F- J Permit No.qfriV- I have this day inspected this structure and these premises and found the following corrections needed: bbl You are hereby notified that the above correction must be inspected before covering. When corre ion s) have been made, call for inspection at 970-384-5003. Date Building Inspector Phone (970) 945-8212 No RCmt:� Assessor's Parcel No55I t aF i tom?' d3 Date -a- ey BUILDING PERMIT CARD Jo r b Add . .ak) (:-T i FkX .n 1 V - l.l..titira A I Owner r 1CJ Address Cke # J117 '5 Phono '08Q5 Contractor ¶Th ,,,/ Phon �q� OtrtC INSPECTIONS Address RH LH Soils Test Footing 3 `3 -CAUX1--- Foundation 3-:5-0'/.4.$ Grout Underground Plumping Rough Pluming 4. 4'-o+Pn'-. Framing •/S -O 4 Insulation N z7--OcirAf-- Roofing Drywall S-5' COW-- Gas S`cc{'- Gas Piping .t/f 'n rt stet pr1 ,•tesla' O� NOTES y}'�r C 1USSt4 -S W�.J Zoning Weatherproofing Mechanical 1'41 Electrical Rough (State) �i •� - Electr'c I in I State) /8=• 4% Final hecklist Completed' Certificate Occupancy # Date Septic System # Date Final _ Other — (continue on back) INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24IgUR9 NOTICE REQUIRED FOR INSPECTIONS HOURS REQUIRED INSPECTIONS BUILDING PERMIT GARFIELD/COUNTY, COLORADO Q/� r� Date Issue d�r .Q .0.9Zoned Area Permit No R.{� a 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 IMMEDIATELY BECOME NULL AND VOID. Addreu� LegaI Dncri do Owner atil ,E rI0 Contractorbr.33Y'erse Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 3 3-04--rE %T Foundation 3-5-04 A1S Underground Plumbing AM ,�_ // Insulation 4-- z7—d(1U r Rough Plumbing f � NI 3 Drywall 5— $ 04 Q8V Chimney & VentAi Electric Final (by State Inspector441p 61 'r Gas Piping 414 Final 4,....i f 0 cfkjy\ Electric Rough (By State tlepectorWa, Septic Final „/4 FramingeHoof pbc `iJ (To m ors iHoof sial in place o Windows and Doors installed). Notes: J) (102 1 k , - / `, V ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. , n e APPR THIS PERMIT IS NOT TRANSFERABLE 109 8th Street County Courthouse Glenwood Springs, Colorado. VEDDO NOT DESTROY THIS CARD Date L By IIFTLACED OUTSIDE = COVER WITH gattsciCLEAR PLASTIC