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HomeMy WebLinkAboutApplication- PermitGarfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address NO. qaxa, Nature of Work Building Permit Use of Building Owner 0Op thazioz. S?/R-7.-'3/--ton-c;VoV (Ppits$v44k_ Contractor /427t2 Amount of Permit $,504a ,% Date 7--o Clerk Permit No: 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 (2, Parcel/Schedule No: 1,)‘ k —.2 I () 2if,r AGREEMENT PERMISSION IS HEREBY GRANTED TO THE A PLICANT 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 USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM TIIE 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 GARFIEID 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 INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF TIIE OWNERS INTEREST. Garfom.003 GI O i HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): D� Job Address: C- [L . 2 ." ..-LC 1 s- 1 1 Lot No: Block No: Subd. / Exemption: Owner:Address '-f7-1-f- V- .. - C .7; Ph: f4, 7Sr- w15.E Wk Ph: II Contractor:SE-t 'Ery.. Address: P6.01,,,t 000�I tS Lic. No. Architect/Engineer:1111 11' Address: Ph: Lic. No. U Sq. Ft. of Building: Sq. Ft. of Loth' i No. of Floors: 6 Use of Building: i 1.A)c)t'Lk1 r -r \r‘• p 111 Describe Work: 0 :-k... VCS .,'`'S 4N' SVC`, ., 8 Class of Work: o New 0 ❑ Alteration 0 Remove Addition © Move 0 10 Garage: o Single o Double Carport: o Single o Double Driveway Permit o On -Site Sewage Disposal o Site Plan Se. tie Valuation of Work: $ Adjusted Valuations: $ p G (I6 O 40 Special Conditions::' S /mop 0 a.a, Ar ..:/ii iJ�1 e/ f2 - q Jr ep--e-tz:3 ` NOTICE - A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED I5 NOT COMMENCED WITHIN 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 THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ' _ 2- --C- \ Plan Check Fee: 179,71 Permit Fee: '307, 25 Total Fee: Dated Permit Issued: ,fin/_ , 9j , OCC Group: Const. Type: y 1 ''-- Zoning: Setbacks: Manu. Horne: ISDS No. & Fee: DO_ oi�. 0�. APPROVAL. /DATE ..i l v ,(,�,�F,� AGREEMENT PERMISSION IS HEREBY GRANTED TO THE A PLICANT 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 USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM TIIE 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 GARFIEID 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 INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF TIIE OWNERS INTEREST. Garfom.003 GI O i HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): D� Of( FEEEST1MATE FINISHED LIVING SPACE: UNFINISHED BASEMENT: CRAWL SPACE: X 9.00 X69.00= X 41.00 GARAGE: /O g X18.00 = / g 5b\-1 UNCOVERED PATIO/DECK: X12.00 COVERED PATIO/DECK: X 24.00 = MISC. MISC. TOTAL VALUATION: PLAN RSV/SW FEE: Igq• PERMIT FEE: %a a5 TOTAL: <66. We) MANUFACTURED HOME SET UP FEE: SEPTIC — PERMIT: PERK: N o 2-‘71- 31i b(6' GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION ADDITIONS ALTERATION S 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 corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. NOTE: 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 do apply. Yes ‘/ 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 properties), streams or water courses? Yes i/ 4. Does the site plan indicate t e location and direction of the County or private road accessing the property? Yes 2 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 clearances required between wood and earth? Yes A) k 6)4 a,•) •‹,. 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 wind loads? Yes r,/ 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes )c, 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 ✓J 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 cave down to existing (undisturbed) grade contours? Yes 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 11 EPA certification? Yes No jf 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Unifona Building Code Chapter 37? Yes No 3 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 ven 'lation 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 JV 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. a,„#, Yes N /„� No /4" �3. 21. Will this be th- y resident ,` structure on the parcel? Yes No If no -Explain: y,, � wS f.1tz.,Ax 22. Have two (2J 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 fr No 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No 4 25. Do your plans complywith all zoning rules and regulations in the County related to your properties zone district? Yes No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection b the Garfield County Building Department? Yes No 27. Do you understand that approval for design and/or construction changes are required prior to the applic tion 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 No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00 re-inpsection fee? Yes 1/, 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 and occupancy of the building? Yes / No 32. Are you aware that the Peiuiit 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 Unifz Building Code? Yes No 33.. Are you aware as part of the submittal for a building permit you are required to show proof of a driveway access permit from Garfield County Road & Bridge Department or if applicable the State Highway Department ? If a permit is not necessary, then a letter stating that information is required. You can contact the Garfield County Road & Bridge 5 606 (ovc, L\eA • Department at 625-8.601 or refer to the phone book for the State Highway Departments phone number. Yes V 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 tinife applicable inspection. Yes No 35. Are you aware, that on the front of the Building Peiiait 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 e it 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 cheek with the building department about this r quirement) 37. Are you aware, that if you receive your water and/or sewer from an Association, District, or Municipality you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption) at the time of the building pe E it • pplication submittal? Yes No N/A v e qw 1 38. If you are within five (5) miles of the City of Rifle or the Town of Parachute, have you checked with them concerning water shed protection zone permit requirements for ISDS and other activities? Yes No N/A 1 hereby acknowledge that T have read, understand and answered these questions to the best of my ability: Date Hoy Phone: 2-71.-(— 062c3 (days); (evenings) C. k d-33 Project Name: Project Address: 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 planreview process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a penult. 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. Bpminreg04/2004 06/17/2004 02:19 6258t-,27 June 17, 2004 Jeff Kehr 2601 CR 233 Rifle, CO 81650 Phone 6254549 Fax: 6254861 ROAD AND BRIDGE PAGE 01 Garfield Coun Garfield County Rod and Bridge Department CC: Garfield County Building and Planning Department Dear Mr. Kehr; The property you o-wn is beyond the county road; in a private subdivision; therefore, you do not need a drive -cm permit from Ggrfield County, If you have any questions or problem, please feel flee to contact me. Sincerely, Kraig Kuberry Garfield County Road and Bridge Department 902 Teughenbaugh Blvd. Suite 305 Rift, 00 IWO Plume: 970-625401 11/4 97D-623-8627 PLAN REVIEW CHECKLIST Applicant '��i,.$iTL Date 7- /(.- 0 Building /Lb Engineered Foundation Driveway Permit Surveyed Site Plan ti. 4 Septic Permit and Setbacks Grade/Topography 30% -Attach Residential Plan Review List Minimum Application Questionnaire j1.74. Subdivision Plat Notes /g . Fire Department Review ..,/ Valuation Determination/Fees ,/flied Line Plans/Stamps/Sticker Attach Conditions lication Signed v�P1an R 'ewer To Sign Application arcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: 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 No. 99ia Job Addres :c95'99 Owner Contractor BUILDI 33 Assessor's Parcel No MIT CARD Date A• +res Phone #tpa /3 ('q Address Phone #p714 .� C)DQg Setbacks: front Rea RH LH Zoning Crkit\e4) INSPECTIONS Soils Test Footing Foundation Grout Underground Plumbing Rough Plumbin Framing Insulation Roofing Drywall Gas Piping Weatherproofing Mechanical Electrical Rough (State) El ectri l in (State) Final /Checklist ©rnleted? p Certificate Occupancy # Date Septic System # Date Final Other NOTES (continue on back) 06/23/04 10:10 `x`970 984 3533 Jeb 2477 Tensa A Truss Type COMMON Trusfab Inc., NEW CASTLE, CO, 51647 ti ,41 2-0-0 2-0-0 A TRUSFAB INC, -r-- VALLEY RIFLE X0.01 7-2-0 12-0-0 7,2.0 4-10-0 :JP 07 6x16= 3.00 12 3x6 Qty Ply 2 (ootiongi 4201 SRI a Sop 13 2000 MiTek industries, Inc. Wed Jun 2311:13:47 2004 Page 1 7x8 = D 18-10.0 1 24-0-0 ! 25-0-0 i 4-10-0 7-2-0 2.0.0 Scale •=1:45.3 Camber a 3/1 S I n 8.9-5 J 4x10 = 2-0-0 late Oltsete (% ( x:17 ,0-3-0], 7x8 = 15-2-11 4x10= F 24.0-0 6x15 Pr - 24.0.0 2«0«0 LOADING (Fig) TCLL 40.0 TODL 10.0 BOLL 0.0 BODL 10.0 SPACING 10.0.0 Males Increase 1.00 Lumbar inoreasc 1.00 Rep Stress incr NO Cade UBCIANS195 CS! TC 0.64 (^aC 0.80 WB 0.62 DEFL in (Jac) Udell Vert(LL) -0.41 J '685 Vert(TL) -0,63 F1-4 5.451 H0rz(TL) 0.16 F rife 1st LC LL Min Oda = 240 PLATES GRIP M1120 1691123 Weight: 276 Ib LUMBER $RACING TOP CHORD 2 X 8 SPF -S 1950F 1.5E TOP CHORD 2-0-0 oc purlins (3-10-9 max). BOT CHORD 2 X 8 SPFS 1860F 1.6E BOT CHORD 5-0-0 oc bracing. WEBS 2 X 4 WW Stud 'Except* W1 2 X 4 SPF -S 2100F 1.8E, W1 2 X 4 SPF -S 2100F 1.8E REACTIONS (lb/size) B.,8214/0-7-6 (input: 0-5-8), F=8214/0-7-5 (input: 0.546) Max 13orzB .124(load case 6) Max Uptlft•3156(load case 5), F=-3156(load case 6) Max Grav 9429(ioed case 2), F=9429(leed case 3) FORCES (lb) - First Load Case Only TOP CHORD A -B=119, B-0=-10513, C -D=-17120, D«t_-•17120, E.17 -19513, F-Ge119 BOT CHORD B-3=15571,141.13548, 1-1=19546, F-Ii=18571 WEBS C,•1=-3107, D -J 204, D -H=4204, E -H=-3107 NOTES 1) This truss has boon designed for the wind loads generated by 85 nlph minds et 25 fl above ground level, rising 5,0 ps( lop chord dead load and 5,0 pat bottom chord dead load, 100 mi ;rum hurricane oteanlina, on an occupancy category 1, condition 11 partially enclosed building, of dimensions 100 ft by 100 fl with exposure C ASCE 7.93 per UBCIANS195 tf end verticals or cantilevers exist, they Are exposed to wind. If porches exist, they are not exposed lo wind. The lumber COL tncreo$a Is 1.33, and the plate grip increase Is 1.33 2) Design toad is based on 40.0 psf specified roof snow load, 3) Unbalanced snow loads have been considered for this design, (UBC section 1638,2) 4) Overhang hos been design for 2.00 times live load 4- dead load. 5) This truss has been designed fore 10.0 peF bottom chord live load nvnConeUrrcnl with any other live loads per Table No. 16-B, UBC -94. 6) WARNING: Required bearing size at joint(%) B, F greater then input bring size. 7) Provide mechanical connection (by others) of truss to bearing plata capable of wilhslend€ng 3155 ib uplift at joint B and 3156 lb uplift at joint F. 8) This truss has been designed with ANSIIFPI 1-1995 criteria. 9) 2 -ply truss to be connected together with 0.131'x3" Mils as follows:. Top chords connected ea feltowe: 2X 8 - 2 rows at 0-4-0 no. Donorn chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. LOAD CASE(S) Standard BQI BC CALC 2003 DESIGN REPORT - US Double 1 3/4" x 9 1/2" VERSA -LAM® 2800 DF Job Name: Address: City, State, Zip: , Customer: Code reports: ICBO 5663, NER 442 12 File Name: BC CALC Project : RB01 Description: Specifier: Designer: Company: Miso: Wednesday, June 16, 2004 08:39 p� BO 1920 Ibs LL 782 Lbs DL Standard load - 40 psf 15 psf Tributary 08-00-00 r Total Horizontal Length -12-00-00 61 1920 Ibs LL 782 lbs DL General Data Version: US Imperial Member Type: Roof Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 2/12 Tributary: 08-00-00 Live Load: Dead Load: Partition Load: Duration: 40 psf 15 psf 0 psf 115 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER e , BCI®, BC RIM BOARDTM, BC OSB RIM BOARDTM, BOISE GLULAMTM, VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA-STRANDTM, VERSA -STUD®, ALLJQIST® and AJSTM are trademarks of Boise Cascade Corporation. Page1 of 1 Load Summary ID Description Load Type Ref. S Standard Load Unf_ Area Left Controls Summary Control Type Moment Neg. Moment End Shear Total Load Defl. Live Load Defl. Max Defl. Value 8106 ft -lbs 0 ft -lbs 2345 lbs L/338 (0.432") L/476 (0.307") 0.432" Slope and Cut Length End Condition Plumb Cut wifh Hanger to dbl. top plate 2/12 12" 12-00-00 12-03-09 Start End Type 00-00-00 12-00-00 Live Dead % Allowable 55.9% n/a 32.3% 71.0% 75.7% 43.2% Duration 115% 100% 115% Value Trib. Dur. 40 psf 08-00-00 115% 15 psf 08-00-00 90% Load Case Span Location 2 1 - Internal 2 2 2 2 1 - Left 1 1 1 Slope Facia Depth Horiz. Length Product Length Notes Design meets User specified (L/240) Total load deflection criteria. Design meets User specified (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Mernber has no side loads. Connectors are: 16d Sinker Nails a=2" b = 3" c = 5-1/2" d = 12" BC C7AL(35 2003 -- ENGINEERING REPORT GENERAL DATA 5y.tem -- Roof Beam 1 Live Load - 40 pe:f 1 Dead Load - 15 pet' upane - 1 I Tributary - 08-00-00 1 Partition Load - 0 p::i Left Cant - No 1 Duration - 115^ 1 Repetitive - n/a Might Cant - No 1 Slope - 2/12 1 i:one:truetion - n/a 0 PRODUCT DATA RBOI: Double - 1 3/4" x 9 1/2" VERSA -LAN® 2300 DF ----------------------------------- ENGINEERING DATA E/10^6 2.00 EI/10^6 = 500.14 K 0.0000 1b$ Allowable to:ac:rive moment at 1004 12607 it -1b Allowable rer:.irtive er,d cher at 1000 .- 6318 lbs Allowable re irtive r.cr,tinuoue shear at 100 6318 lb.: 1: DEAD LOAD LOAD 130.3 Iplf MOM :;HK REAT UPLIFT REAT LL REAT DL BEND DUB DEES SPAN 1 1 Begin Er,dl 0' 12'1 0.0 0.01 781.9 -7881.91 781.9 181.9! - 0.0 0.01 791.9 781.91 2.345.; 0.12.5 0 2: DEAD LOAF) PLUS LIVE LOAD' 1 SPAN 1 LOAD! Begin, Er,d 130.3 plfl 0' 12' 320.0 pl.l 0' 12' M0MI 0.0 0.0 SHR1 2701..9-2.101.9 REAT! 2.701.9 2701.9 UPLIFT! REAT LLI 1920.0 1920.0 REAT DLI 782.9 751.9 BEND! 5105.7 DEEM 0.432 0828! 0 SPAN DATA AT 115 PERCENT DURATION 3: DEAD LOAD PLUS ALL LIVE LOAD6 € SPAN 1 LOAD! Begin, End 230.3 plft 0' 12' 320.0 plfl 0' 12' MOM! 0.0 0.0 S13R 1 2701.9-2701.9 FEAT! 2701.5 2701.9 UPLIFT' REAT LLI 1920.0 1920.0 REAT DLI 791.9 781.9 BEND! 81=05.7 0E891 0.432 08881 0 4: UNBALANCED LIVE LOAD (DEAD PLUS ALL LIVE LOADS) AT ODD SPANS I SPAN 1 1 LOAD! Begin Endl 130.3 plfl 0' 12'I 320,0 plf 1 0' 12'1 M014! 0.0 0.01 631311 2501.9-2701.91 REAT! 2.731.9 2701.91 UPLIFT! - - 1 REAT LL! 1920.0 1920.01 REAT DL! 781.9 791.91 BEND! 8105.`2 1 DEFB1 0.432 1 DEE'5] 0 1 END DATA