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HomeMy WebLinkAboutApplication- PermitJob Address Garfield County Building, Sanitation, & Planning Department 108 8`h Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. 9paS 9-3(3— Ct—LAA � t,) 1 Y `-14' ' Cts. ' C C• Nature of Work Building Permit i LU I Use of Building — &A E rt -rte • Owner 22 (� v, Contractor Amount of Permit $ 1( Date CL-`� �ClI Clerk C r C C U�jt 1 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 \Vzigi-t2-2-OO 24-�{•- l * Parcel/Schedule No: R.. 170 31 Z Job Address:R3 3 C R 3 (4- Kl P ' , 6 I /e /� 8( 6±7 1 Lot No: Block No: Subd. / Exemption: 2 Owner: 1----, � • t n kGk Address (a5 2323 C. 314- a Ne Address:5a I R7o-784024 o Ph: �� 2`�E O .�3� Yr 9' Lic. No. A I r 3 Contract r: I_a_l_d Pe 4 Architect/Engineer: ' I Xttdres . - 5 Sq. Ft. of Building: ses Sq. Ft. of Lot: Height: No. of Flyors: 6 Use of Building: a 1 TTo 1^G 9 r_ 7 Describe Work: 1 / d• l� c0 set, P. I o Sx l5lL/ 1 &a rege 8 Class of Work: ❑ New ❑i Alteration ❑ Remove Y Addition o Move 9 10 Garage: ❑ Single op 1 %Ng o Double Carport: ❑ Single o Double -ar Driveway Permit w t/� (M On -Site Sewage Disposal o Site Plan I M o , (Septic) 11 Valuation of Work: $4- O) ^ f�.+o C,U/� Adjusted Valuations: $ 1Q/ GAN. 0 12 Special Conditions: 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 IS 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. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL1,\1 PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE4 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 INSTRUCTION OR THE PERFORMANCE OFCON RUCTION. Plan Check Fee: ,b �/ Permit Fee: P i �� Total Fee: Dated Permit Issued: - 7 // G L v OCC Qr.oup: CCo st.Type: if - Zoning: Setbacks: Manu. Home: ISDS No. & Fee: / / 4 SIGMA W trIllir r 0 fr rAM- BLDG P I - 'APPIlVALIDATE 'V 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 WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PLRSUANT TO AUTHORITY GIVEN IN 31.28.201 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 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 LLABLITIES BY GARFIELD 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 THE OWNERS INTEREST. /1 Garfom.00J � HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): 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. I understand and agree to abide by the above conditions for occupancyruse and the issuance of a Certificate of Occupancy for the dwelling under building permit# 1C)• 1 k -3C Signature Date BpcontO82002 VALUATION/FEE DETERMINATION Applicant DAin/e/ IFt+i Address ,;37 3 0t° 3/ I/ Date a 20 '04/ Finished (Livable Area): Main Upper Lower Other Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: 6,e'0 Lam- X i luation i/ 0 goo 00 Crawl Space: Valuation Decks/Patios: Covered Valuation Open Valuation Total Valuation/Q, 800'J Subdivision Lot/Block Contractor acme 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 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 1 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 V 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes V 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 L/ 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 v✓ 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and soffits? Yes t/ 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 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes t/ 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes V 11. Does the building section drawing or other detail include the method of positive connection of all colum}s and beams? Yes V 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 (undisturbed) grade contours? Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and mode}d Colorado Phase II certifications or phase II EPA certification? Yes �//M No 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes W/A No 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 f No 16. Does the plan include a window schedule or other verification that windows provide natural light and venflation for all habitable rooms? Yes H / 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 safe glazing for these areas? Yes N /4 No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No ' I 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 t� 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 beV theImy residential structure on the parcel? Yes � No If no -Explain: G P rryg C 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 N /a No 4 24. Have you designed or had this plan designed while considering building and other constructio 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 No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection y the Garfield County Building Department? Yes No 27. Do you understand that approval for design and/or construction changes are required prior to the applicatio 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 "Puiuit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes f 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 547.00 re-inpsection fee? Yes V 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 Occupanc7ad 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 Unif Building Code? Yes i 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 Department t 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 t/ 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 fire di ct 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 acknowledge that I have read, understand and answered these questions to the best of my ability. Aj Pwl Signature of Owner Date Phone: 97o— ci8l- 02.462 (days); 170- 9 84 2-44 2.. (evenings) Project Name: Project Address: 2-, 3 A3 C...fS 3 14 Mew Carle Co. gl bg7 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 ®PLAN REVIEW CHECKLIST Applicant Sye( /2L.' Date Building Engineered Foundation aDriveway Permit V Surveyed Site Plan OA Septic Permit and Setbacks 1/Grade/Topography 30% 1/Attach Residential Plan Review List ✓Minimum Application Questionnaire Subdivision Plat Notes Nfr Fire Department Review i- valuation Determination/Fees ✓Red Line Plans/Stamps/Sticker Alt Attach Conditions L Application Signed Plan Reviewer To Sign Application ParceUSchedule No. 1740# Snowload Letter- Manf. Hms. GENERAL NOTES: CS' /2aC Codi /3°ci, = /O. BVO Planning/Zouin Property L.e Setbacks 30ft Str Setbacks ding Height oning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes 01/19/2004 20:06 6258627 ROAD AND BRIDGE PAGE 01 January 19, 2004 Garfield County 1 Garfield County Road and Bridge Department Daniel Peck 2323CR314 New Castle, CO 81647 970-984-0246 CC: Garfield County Building and Planning Department Dear Mr. Peck, The driveway that you have in place, meets with Gathdd County Road and Bridge Standards. No driveway permit is needed If you have any questions or problems, please feel fuse to contact me. iliriaznco IA Mall District 3 Foreman Garfield County Road and Bridge Department P.O. Baas 426 Riffs, CO 11650 Phase: ?70.6254601 Pare 970425-0627 JAN -28-04 WED 03:08 PM VALLEY LUMBER RIFLE Single 11 7/8" BCI® 500-2.0 DF Job Name: Address: City, State, Zip Cuatorner. Code reports: 1CB0 4885, NER 448 FAX NO, 970 625 9233 BC CALL® 2003 DESIGN REPORT - US P. 02 Wednesday, January 28, 2004 12 File Name: 8C CALC Project : 401 Desalpbon: Specifier. Designer: Company: MSC: --1 _1- t L_ Standard Load- 40 psf l to par l 10 per Oc Spacing IS" 80, 1-3/4" 533 Iba LL 267 Iles DL Topa horizontal Length - 20-00-00 81, 1.314 533 lbs 267 itis I General Data Version: US Imperial Member Type' Joist Number of Spans. 1 Left Cantilever No Right Cantilever: No Slope: 0/12 OC Spacing: 16" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Deed Load: 10 psf Partition Load- 10 pef Duration: 100 Disclosure The completeness and accuracy of the Input must be verified by anyone who would rely on the output as evbence 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 ' Mh the cunent 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. 8C CALCS, BC FRAMER., 80I0, BC RIM BOARD^', BC OSB RIM BOARD'u, BOISE GLULAM*', VERSA -LAM, VERSA -RIM VERSA -RIM PLUS®. VERSA -STRAND*", VERSA -STUD.,, ALLJOIST® and AJS'1 are trademarks of Bolsa Cascade Corporation. Page 1of1 Load Summary ID Description Load Type Rel. Start End S Standard Load Unf. Area Lefl 00-00-00 20-00-00 Controls Summary Control Type Value % Allowable Moment 4000 ft -Iles 92.3% Neg. Moment 0 ft -les n/a End Reaction 800 Ibs 78.0% Total Load Defl U320 (0.7491 74.9% Live Load Defl U481 (0 499') 99.8% Max Defl. 0 749" 74.9% Span / Depth 20.2 n/2 Notes Design meets Code minimum (U240) Total bad deflection criteria. Design meets User specified (L/480) Live load defection criteria. Design meets arbitrary (1' Maximum load deflection criteria. Minimum bearing length for 80 Is 13/4" Minimum bearing length for 81 Is 13/4" Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min end beanng + 1/2 intermediate bearing Type Live Dead Partition Value OCs Dur. 40 pef 18" 100% 10 psf 16" 90% 10 pal 16" 100% Duration Load Case 100% 100% 100% 2 2 2 2 Span Location 2 1 - Internal 1 - Left 1 1 1 1 er CAS Qo qxb' Telt 'r! 7 0 (Li' Ec JAN -28-04 WED 03:05 PM VALLEY LUMBER RIFLE SSS FAX NO. 970 625 9233 P. 06 BC CALC® 2003 DESIGN REPORT - US Wednesday. January 28, 2004 14.37 Single 5 1/8" x 16 1/2" BOISE GLULAMTat 24F-V4/DF Job Name: Address: City, State, Zip' , Customer. Code reports: NER 486, IA - 01365 File Name' danielpedc : RB01 Description Specifier: Designer Company. Misc. 1-- � 0 12 12 1 L 153sndwd Load - 4a per 115 Psi Tnhule Y l2-0& J _ __13 BO 4870 lbs LL 2035 lbs DL Total Horizontal Length - 20-03-08 61 4870 lbs LL 2035 Ibe DL General Data Version' US Imperial %attber Type Roof Beam Number of Spans: 1 Left Cantilever No Right Cantilever: No Slope. 0112 Tributary' 12-00-00 Live Load: Dead Load: Partition Load. Duration: 40 paf 15 paf 0 psf 115 Disclosure This completeness and accuracy of the input must be verified by anyone who would rety on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties end 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 cell (800)232-0788 before beginning product Installation. BC CALLS, BC FRAMER®. BCC, BC RIM BOARD'". BC 058 RIM BOARDTM, BOISE GLUTAM^", VERSA -AMS, VERSA -RIMS. VERSA -RIM PLUS& VERSA -STRAND", VERSA -STUDS, ALLJOISTO and AJSTM are trademarks of Boise Cascade Corporation. Page 1 of 1 Load Summary ID Description Load Type Ref. Start End S Standard toad Unf. Area Left 00-00-00 20-03-08 Controls Summary Control Type Moment Neg. Moment End Shear Total Load Deft. Live Load Dell Max Dell. Value 35030 ft -lbs 0 ft -lbs 5969 lbe U324 (0.752") U459 (0.53") 0.757' % Allowable 67.4% Ne 38 4% 55.8% 70.4% 75.2% Type Live Dead Duration 115% 100% 115% Value Trib. Dur. 40 psi 12-00-00 115% 15 psf 12-00-00 90% Load Ceee Span Location 2 1 - Internal 2 2 2 2 1 - Left 1 1 1 Notes Design meets Code minimum (U180) Total load deflection criteria. Design meets User specified (11360) Live bed deflection criteria. Design meets arbitrary (1") Maximus load deflection criteria. Minimum bearing length for BO is 2.1(8". Minimum bearing length for B1 is 2-1/8". Member Slope st 0, consider drainage. Enteied/Displayed Horizontal Span Length(s) r Clear Span + 12 min. end beanng • 1/2 Intermediate tearing fro F- Welk/^ ©Nero JAN -28-04 WED 03:04 PM VALLEY LUMBER RIFLE ®qSE FAX NO. 970 625 9233 P. 04 BC CALL® 2003 DESIGN REPORT - US Triple 1 3/4" x 16" VERSA -LAM® 2800 DF Job Name: Address City, State, ZIp: . Customer. Code reports: ICBO 5863, NER 442 BO 4870 lbs LL 2045 lbs DL File Name: denielpeck : RB01 Description. Specifier, Designer. Company. Misc. Wednesday, January 28, 7004 14.40 SrendaN Load - 40 W 1t ripe TnWuy 12-00-00 • Total Horizontal Length • 2043-06 -I -i B1 4870 Ibe LL 2045 fin OL General Data Version. US Imperial Member Type: Roof Beam Number of Spens: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary. 12-00-00 Live Load: Dead Load: Partition Load Duration. 40 psi 15psf 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 tor 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 M scoot -dance with the current Installation Guide and The appy building codes. To obtain an Installation Guide or if you have any questions. please call (800)232-0788 before beginning product Installation BC CALM, BC FRAMER, BCI®, BC RIM BOARDn', BC OSB RIM BOARD'', BOISE GLUL AMTM, VERSA -LAM®, VERSA -RIMS, VERSA -RIM PLUS®, VERBA-STRAND°0, VERSA -STUD®, ALLJOISTO and AI8n" are trademarks of Boise Cascade Corporation. Pagelof1 Load Summary ID Description Load Type Ret. Start End Type S Standar! Load Un& Area Left 00.0040 20-03-08 Live Lived Controls Summary Control Type Value Moment 35080 ft -lbs Neg. Moment 0 Rabe End Shear 6006 bs Total Load Dee, L/336 (0.7251 Live Load Deft U477 (0.5111 Max Dell. 0.725" % Allowable 60.3% nla 32.7% 53.6% 75.5% 72.5% Duration 115% 100% 115°4 Value Trlb. Dur. 4D psf 12-00-00 115% 15 psi 12-00-00 OD% Load Case 2 1 • Internal Span Location 2 2 2 2 1 - Left 1 1 1 Notes Desi n oritena Den meets Coda minimum sign meets User apeGOed (L1360))live bad deflection Total load lcriteria Design meets arbitrary (11 Maximum load denec ion criteria. Minimum bearing length for BO is 1 -112" - Minimum bearing length for B1 is 1.12" Member Slope = 0, conslder drainage. Entered/Displayed Horizontal Span Length(e) = Clear Span + 12 min. end bearing 4 12intermediate bearing Connection Diagram Nailing schedule applies to both sides of the member. Member has no aide bads. Connectors are: 16d Sinker Nate a = b=3" cc 6" d 12" e=3" ° c 4e1 mo /3 of 10* FO I; 3CPI - JAN -28-04 WED 03:03 P11 VALLEY LUMBER RIFLE FAX NO. 970 625 9233 P. 02 BOISE CASCADE - BC FRAMER 2002 Plece Report File Name: danle4peck.bcf 1(28/2004 12:22 PM isoisa- Customer: Job Name: Address: Location: Company: City, Stab: Drawn By: Mac: Valley Lumber Co. Rifle, CO Andrew Underhill BCl®, Versa -Lam®, and Versa Rim NO are registered trademarks of Boise Cascade Corp. NOMNAUZED MEMBERS: Product 11 718" SCIS 600-2.0 DF Depth Mark 11-7/8" Qty 23 23 Length 20'0" Total len. 460' 0" 480' 0" 1 3/4" x 11 7/8" VERSA -LA 2X12 TREATED .40 A ACCESSORIES: Manufacturer M2800 DF 11-718" 2 CA® 2 2 30' 0" 80' 0" e0' 0" "r 11-1/4" tarne 1 1 1. Web stiffener required. 2 /C- Nq^1O6t - BC FRAMERS 2002 1/2872004 1:6827 PM danlelpeck 30' 0" 30' 0" 30' 0" 2 x 9-1/2 to 11.7/8 SCI® Face Mount (notes 1) 11 1 3OYY1VO ONIISIX3 1 1 ag a 11 4 60 'd ECM 9Z9 OL6 ON HVA 31EIN N38W01 A311VA Wd E0:E0 Q3M b0-8Z-Ndf JAN -28-04 WED 03:09 PM VALLEY LUMBER RIFLE amiss. FAX NO. 970 625 9233 BC CALC® 2003 DESIGN REPORT - US Double 1 3/4" x 11 7/0" VERSA -LAM® 2800 DF Job Name. Address Ctty. State, Zip: Customer. Code reports. ICBG 5883, NER 442 P. 03 Wednesday, January 28, 2004 1; File Name: BC CALC Project • F1301 Description: Specifier: Designer: Company. Misc Beak, Oh 000 d(6x&p041S @ Outer t.va61 _.i 1 BO 1643 Ito LL 538 Ibe DL fSNMaro Lose 790 p9/115 psi Triprtary 10-00:00 0&00-0O _ _ _ Z� _ _ B1 4785 bell 1806 be DL 11-02-08 Total Horbont& Length - 29-02-08 09-00-00 82 4785 Ibs LL 1808 lbs DL B: 1643 lbs 538 Ibs L General Data Version: U3 imperial Member Type- Floor Seem Number of Spans: 3 Left Cent -fever: No Right Cantilever: No Stops: 0/12 Tributary: 10-00-00 Live Load: Deed Load: Partition Load Duration: 40 psf 15 psf 0 psf 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability tor a Particularappgcation. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be M accordance With the current kr,bdbtkar Guide and the applicable building codes To obtain an Installation Gude or if you have any questions, please cell (800)232-0788 before beginning Product installation. 8C CALC®, BC FRAMER., BCH BC RIM BOARDT", BC OSB RIM 30WRD" BOISE GLULAM'h', VERSA -LAM., VERSA -RIMS, VERSA -RIM PLUS.. VERSASTRANDw. VERSASTUD., ALLJOIST. and AJS^' aro trademarks of Boise Cascade Corporation. Page 1 of 1 Load Summary ID Description Load Type S Standard Load Unf. Area Ref. Left Start End Type 011.00.00 29-02-08 Live Dead Controls Summary Control Type Value %Allowable Duration Moment 6344tNbs 330% 100% NNengg Moment 1627 344 � 33.8% 10096 % 10096 Cont Shear 2810 !ba 355.6% 10096 Total Load Dell. L/1643 (0.082') 14.6% Lin Load DWI. U1931 (0.077 24 996 Total Neg Deft -0 027^ 5 496 Max Deft. 0.082" 8.2% Value Trlb. Dur. 40 pat 10-00-00 100% 15 psf 10-00-00 90% Load Case 6 7 4 7 5 6 4 5 Span Location 2 - Left 2 - Right 1 - Leh 2 - Right 2 2 2 2 Notes Design meets Code Minknum (U240) Total bed deflection criteria. Design meets [her specified (U480) Live bad deflection criteria. Design meta arbitrary (11 Maximum toed deflection criteria. Minimum bearing length for BD le 1-112". Minknum bearing length for 131 1s 3". Minimum bearing length for 02 is 3". Minimum bearing length for 031s 1.112". Entered/Displayed Horizontal Span Length(s) • Clear Span + 1R min. end bearing +112 intermediate bearing Conn,cOon Diagram Member has no side bade, Connectors are: 18d Sinker Nails a=2" b=3" c=7-718" d=12' a i rte'-. ' ' C. aota-- 8,O , 6";/, , 3 4av iGTtnvr 4 %ri ftW5 fr p,Ia ®c'✓ v-75 •'D/ RYr,- D �« IIs. rr-rNI alb A 2 2 CO 40D. O s - �Z • • V O211 G1 'S S . J . W L 140.94' VV in Yb c 150.28' 4\i z 0 r C N N O 4 Z t+ 'CI G4 D • A A 2 O • tR 01 N N a CA u -+ . o N {A Z • OSA Cc C ti No l00)— Job Address 3 a Assessor's Parcel No l -®- 7 tJ 3/5/(DY Date BUILDING RMIT C D C_r` 1 `'( � RRok4 7 Owner Contractor Setbacks: Front e"1 (SU Spas Test r �, Footing II/Erb3-1'at—fleic Foundation Grout Underground Plumbing Rough PlinBing Framing T -2J -06717(--- Insulation Roofing Drywall Gas Piping Rear Address)3a3 Cie3111 IJ ,c %)1"P ilne #9R r -oath. Addresses (1-6 a -Lc"- Phone #9S-Cf'J 3�1_ RH LH Zoning INSPECTIONS NOTES Weatherproofing Mechanical Electrical Rough (State) Electrical Final (S ate) NO apa eca,1 Final ecklist 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 24 HOURS NOTICE REQUIRED FOR INSPECTIONS HOURS REQIIRED INSPECTIONS BUILDING PERMIT GARRFIELD COUNTY, COLORADOQ Date Issued3.1. 1 • Zoned Area Permit No 4N 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 Inspeeccttoor and IMMEDIAT Y BECOMErNULLyAND VOID. Usev t e 10 V Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD / Footing Ill P.I'S ?j -'\- el M)t„”' Foundation Underground Plumbing Insulation Rough Plumbing Drywall Chimney & Vent Electric Final (by State Inspector) /Jd£iett' Gas Piping Final 5_f &'ce1V24--- Electric Rough (By State Inspector) Septic Final Framing ii- LS;-t4j Y (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 Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD DateMe By I tLACED OUTSIDE - COVER TB CLEAR PLASTIC Ice _ Sar. `-r. C"