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HomeMy WebLinkAboutApplication-PermitGarfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- ice- 945-8212 Inspection Line- 384-5003 Job Address C 3L -K0 (-1\j. La+ Nature of Work Building Permit Lc.>+ i i 1 Use of Buildi.nw i ddt -I bn - @cii.lacQ_L3 [Lou Owner LCLL. ri\f--betui (e__ iri e_,`- ‘Z. Contractor E, _ --.(?-y- ' Amount of Permit $3(4 [LLI 52174- (-0-c0- 5ca5 Date Clerk Permit No: GARFIELD COUNTY BUILDING PERMIT APPLI CATION 108 8'" Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 995S' Job Address: r—iil 3/,, s/ 11.- Parcel/Schedule No: , /- /'7z .. .r 1 Lot No: Block No: Subd. / ExemptioI.' Owner: �( A)u Nkkf- .._ 3.4(&IN Address 111 CR. ?'k i'164.-xls a,.. vk as- a�'1 Contractor:, 51,7R- /rGL1 M9el • /9.' 7 pl�!,8rilrrr~ C.•A- 4 < p 70 '" 7rJ y w- 0 d S o Lic. No. Architect/Engineer: Address: Ph: Lic. No. Sq. Ft. of Building: Sq. Ft. of 't:,2, ,Height: No. of Floors: £I Use o uildi g: Ati i 04_, Des . • a ® R. p fij 8 Class of Work: D Nor D • ■ Alteratio 0 Remove Addition Move 9 10 arage: / • / A •PAW D Sin le Carport: D Single U Trouble ou is Driveway Permit U On -Site Sewage Disposal Cl Site Plan 11 Valuation of Work: $ ��� Adjusted Valuations: S,q� /l1 /0 40 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 WJTHLN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANYTIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING TI -TIS 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..T,AW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONS •UCTION. tilik Ar \ - % illb Plan Check Fee: 5 1 2� 77 `Fee. Permit Fee: 7' ° 75 - Total f `J7 - r Dated Permit Issued: OCC x : Const. Type: Zoning: Setbacks: Manu. Horne: ISDS No. & Fee: OWNER DATE f NI ... �:.':" `22-0io r ► ! . Ads cLDG :°' ' P NG. D APP?20 'AL/HATE APPROVAL/DATE rt AOREEMMENT PERMISSION IS HEREBY GRANTED It 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 PURSUANT TO AUTHORITY GIVEN LN 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 THE COUNTY AND THAT THEN AND THERE IT SI -TALL 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 GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSI BILITY 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 LNTEREST. Garfom.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE iiNITiAL): #513.Rq ?lc,. 1(30706A2,04- X39! 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. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 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; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, anchor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy use and the issuance of a Certificate of Occupancy for the dwelling under building permit # Signature BpcontOct2004 Date FEE ESTIMATE FINISHED LIVING SPACE: 76,0 X 744.68 = 756 , Fel UNFINISHED BASEMENT: X 41.00 CRAWL SPACE: X 9.00 GARAGE: 760 X 11.00 = UNCOVERED PATIO/DECK: X 12.00 COVERED PATIO/DECK: X 24.00 = MISC. MISC. TOTAL VALUATION: PLAN REVIEW FEE: 3'13 99' PERMIT FEE: 7 9'0. 7,5J TOTAL: 7+3(c8ot MANUFACTURED HOME SET UP FEE: SEPTIC - PERMIT: PERK: GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x.24" and drawn to scale. 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. I, 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 Section: 106.2) Any site plan for the placement of any portion.ofa structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes 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 PA 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 IRC or per stamped engineered design? Yes 1%r 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces andthe clearances required between wood and earth? Yes 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces 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 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 ofpositive connection of all columns and beams? Yes 1/ 12. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave ofa gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes t •-` 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 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes 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 IRC? Yes (r. 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 cr" 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 No 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted without it. Yes � 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 dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes No 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes 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 by the Garfield County Building Department? Yes tre No 27. Do you understand that approval for design and/or construction changes are required ,prior, to the applicatn of these changes? Yes V 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 pickup your building permit? Yes No 29. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes 10,00# No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re -inspection fee? Yes + No 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes 64, No 5 33. Are you aware that prior to submittal of abuilding 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 time of applicable inspection. Yes No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcell Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes No 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes I hereby acknowledge that 1 have read, understand ar d answered these questions to the best of my ability. Signature of Owner Phone: // [ r Project Name: 10 (co l _ d 4i Project Address: 46, e Da (days); (evenings) X11 Cid. Se 1? !'E--, Ca Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application 6 FROM TAYBEN TRANSPORTATION PHONE NO. : 9706252952 Mar. 06 2006 04:55PM P1 1..r "--r; 5Z WV, r\NC..3,ZA,441-- PLAN REVIEW CHECKLIST Applicant ‘c_, 4 Date ?-2-/-C* Building 21 - Building ,de4 Engineered Foundation Driveway Permit Surveyed Site Plan 1C( -W. Septic Permit and Setbacks L-firade/Topography 30% Attach Residential Plan Review List niian Application Questionnaire J(. !1 Subdivision Plat Notes A Fire Department Review Valuation Determination/Fees Red Line Plans/Stamps/Sticker Attach Conditions ,pplication Signed Plan Reviewer To Sign Application `Parcel/Schedule No. 40# Snowload Letter- Manf. Hms. Soils Report GENERAL NUI ES: --f Planning/Zoning Property Line Setba 30ft Stream Set Flood Plain Building ' eight Zonin ; Sign -off Roa acks Impact Fees H A/DRC Approval rade/Topography 40% Planning Issues Subdivision Plat Notes Date: March 12, 2009 To: Duff & Darlene Nicola 5111 CR 346 Silt, CO 81652 Dear Permit Holder, Please refer to your building permit number Garfield County BUILDING & PLANNING DEPARTMENT 9838 , issued 3/7/2006 A routine review of our open building permits indicates that we have not received a request for an inspection on this permit since 5/23/2006 Please be advised that building permits expire, per Uniform Building Code, section 106.4.4 and International Code Section 105.5 " Every permit issued by the building official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has commenced for a period of 180 days. Before such work can be recommenced, a new permit shall first be obtained to do so, and the fee therefore shall be one half the amount required for a new permit for such work, provided no change have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action or a permit after expiration, the permittee shall pay a new full permit fee." Please contact this office at your very earliest convenience, in writing, to adviseus about the status of your permitted work. If you have not responded within thirty (30) days from the receipt of this notice the permit will be closed and a permanent notation will be placed in the property records at the County Clerk and Recorders office that indicates that the work permitted per Colorado Revised Statues 30-28-205 & 210, was not inspected, is not approved and the building or area is illegal to occupy and is subject to legal abatement action. Thank .you for your cooperation, Sincerely, Jim Wilson Building Inspector 108 Eighth Street, Suite 401 • Glenwood Springs, CO 81601 (970) 945-8212 • (970) 285-7972 • Fax: (970) 384-3470 cis`5S- Assessor's Parcel No. Date a (120,1-7 / ,lob Add. re s I ]-3.7 YLQ &fyrJS .Cr) Owner Cr)LOL JLC[ �ilO- �'^ -Address -Gni-- _ P #� one 5-c Contractor �_-L�i Address '7"7 -Prieria' #71 WILDING R IT CARD Stacks: Front RearRH LH Zoning 5/-- i ada,=t-i i Aa -sr, -V ! it.i/ftj t INSPECTIONS .c 7 f - 657 z_. S ils T8� Weatherproofing P g Footing .'� - - DC 4 Mechanical Foundation -3-�-c, Pvik Grout Underground Plumbing Rough- Plumbing,4 Ifc-t4 Framing S 06/1/L insulation S-10 -Q (p Roofing ,3 --•/9- Drywall 5-"? 3 -06 Gas Piping NOTES Electrical Rough (State) Final,'? -/F 07 (Checklist Completed? ' Certificate Occupancy # Date Septic System # Date Final Electrical Final (State) Other (continue on back) 11118181518011 INSPECTION ILL NT _k E UNLESS STEW`? ' N THE J THIS CARD IS P 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued I L Zoned Area Permit No IS UP AGREEMENT In consideration of the issuance of this permit, theapplicant 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. Use Address on, Legal Description S ( 1 C.12- ." LTtc• 1 .4. Owner % C.OI&,tUIN`awill&C©ntractor ER— —etdY 5 etb e n i e ar This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD • Footing 3_q -pip Foundation 3 - <..o - v 6- /40 -7\k -- Underground --, Underground Plumbing Rough Plumbing .-1 i - p - Chimney & Vent Gas Piping Electric Rouu h (By State Inspector) Framing S, (To include Roo in place an and Doors installed). indows Driveway Insulation iCXN• Drywall oy 3 —(2 6 Electric Final (by State Inspectorl6 i``� •�' M Septic Final Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado N T ESTOY THIS CAI'. 1 APPROVED Date3"3 e(g) By IF PLACED OUTSID - COVER WITH CLEAR PLASTIC ' 2/22/2006 13:20 JM Thomas DEREK ROBINSON ->TOM 2/2 IKey]je rm J KeyBcarn0 4.409h kmRcamEnginc 4.412h MatsdalsDatabase 474 2-22-06 1:20pm loft Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Live Load: 260 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 97 PLF Deck Connection: Nailed Member Weight: 24.0 PLF DOL: 100% Filename : KYB1 Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End Additional Uniform (PLF) 0' 0.00" 16' 0,00" 0 100 Additional Uniform PLF 0' 0.00" 16' 0.00" 620 310 DOL 100% 115% TL Bearings Location i a- i y ,Rme. <CA"Y I3,1" SR - ,2 40mg, re n,, ^Ytr-✓y.m5 , y A... by - 9 r'! A mos hW*a wpwaV4'**!;,3;. i, t o R '.<,a�:=1.ZIMa<<.,'415MutnMt".�0.- .Va` , N An.\, wH;w MYt<NMWM.za e"Ms Waw OI .YS;d1 ,,,..uwMg!===g4=6;M"as`:l, ,i�ftn1 .Jies t,W� aS,.=.0wg" e,ev. / 16 0 0 16 00 and Reactions Input Minimum Worst Case Type Length Length Total 115% 100% Dead Total 1 0' 0.00" Wall NIA 2.89" 11395# 5006# 2099# 4291# 11395# 2 16' 1.75" Wail NAA 2.89" 11395# 5006# 2099# 4291# 113954 Design spans 16' 1.75" Product: 1 314" LP -LVL 16" 1.9E 3 ply Component Member Design has Passed Design Checks.** Minimum 2.89" bearing required at bearing # 1 Minimum 2.89" bearing required at bearing # 2 Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 45995.`# 56780.'4 81% 8.07' Total load 115% Shear 9513.# 18354.# 51% 16.14' Total load 115% LL Deflection 0.3952" 0.5382' L1490 8.07' Total load 115% Deflection 0.6339" 0.8073" L1305 8.07' Total load 115% Control: Positive Moment Design assumes a repetitive member use increase in bending stress: 4 % Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives All produ# names are tredenOrks 01 their respective 05000!5 M Copyright(C)1993-2005 by Rework enterprises, LLC. ALL RIGHTS RESERVED. ra.rz F05IL ru "ming is 001100 as wtldn the mernher, 114or,01st, heard hr girder, shown on this 5rawdng meets app0ca5le design ctiter10 for Loads, Loading Conditions. and Spans €0100 on this si0e01. Tne desigo must he review08 Sy a gteap050 6esigner or des1gn . rofesolonal as required 101 appr0val. This des190 assumes product Instellaton -50010109 to the manllrSCturers speslncatiens. Reaction LL =6240. lbs DL =1560. lbs TL =7800. lbs Min Bearing =3.7 in Based on top edge having continuous lateral support. Increase in allowable for duration of load = 15 % BENDING = 101.3% of the allowed SHEAR - No increase ALLOWED = 369457.9 inch/lbs ALLOWED = 13622.1 pounds ACTUAL = 374400. inch/lbs ACTUAL = 6835.2 pounds MEMBER OVER STRESSED Shear OK 9/4 L �ovce- Reaction LL =6240. lbs DL =1560. lbs TL =7800. lbs Min Bearing =3.7 in DEFLECTION L/180 = 1.0667 inches L/240 = .8 inches L/360 = .5333 inches L/480 = .4 inches TL Deflection = 1.0328" - L/186 LL Deflection = .8263" - L/232 Deflection exceeds allowable for floor & recomended for roof Plan Analyst Software by Ben Weese and Assoc. www.plananalyst.ce Gafield County Building and Planning 108 8th Street Ste 201 Glenwood Springs, Colorado 970-945-8212 garage LL= 780 plf DL= 195 pif 3 - 1 3/4 x 11 7/8 1.9E Microlam 16'-00" ——.. Min Bearing =3.7 in Based on top edge having continuous lateral support. Increase in allowable for duration of load = 15 % BENDING = 101.3% of the allowed SHEAR - No increase ALLOWED = 369457.9 inch/lbs ALLOWED = 13622.1 pounds ACTUAL = 374400. inch/lbs ACTUAL = 6835.2 pounds MEMBER OVER STRESSED Shear OK 9/4 L �ovce- Reaction LL =6240. lbs DL =1560. lbs TL =7800. lbs Min Bearing =3.7 in DEFLECTION L/180 = 1.0667 inches L/240 = .8 inches L/360 = .5333 inches L/480 = .4 inches TL Deflection = 1.0328" - L/186 LL Deflection = .8263" - L/232 Deflection exceeds allowable for floor & recomended for roof Plan Analyst Software by Ben Weese and Assoc. www.plananalyst.ce Gafield County Building and Planning 108 8th Street Ste 201 Glenwood Springs, Colorado 970-945-8212 garage To: Garfield Co. Building Dept. From: Steve Reser / SER Builders RE: Nicola Artion i7rrvr,C A 9835 1 would like to change the 11 7/8" LPI floor joists on plan to 9 /2" LPl joists to match the existing floor joists, which are 2"x10" With W/a" sheathing and 518" particle bawd, for the original floor:1 have included the floor span tables from Louisiana-Pacific to show they will conform to code. APP? OVEL) SECT TO NOTED XXCEPT1ONS & INSPECTION? GARFIELD COUNTY BUILDING DEPARINTINr 'ate )...4'01,0.By .. FIELD COPY MO INSPECTION WITHOIP HESE PLANS ON UTE nr Thank You /3 �,, ) 4, ``DC-- TO USE 1.. Select the appropriate table based on the project design loads. 2. Select the section with or without web stiffeners, as needed. 3. Find a span ttlat meets or exceeds the design span. 4. Read the corresponding joist depth and spacing. Caution: For floor systems that require beth simple span and continuous span joists, it is a good idea to check both before selecting a joist. Some conditions are controlled by simple span deflection rather than continuous span streegth. 1-4-0 PSF LIVE LOAD, 10 PSF DEAD LOAD @ L/480 Without Web Stiffeners rs ...... rs 12" ac 16" oe 19.2" op 1 9-1/2° 19'-3" I 17'-7" � 16'-6" 1912OPlos 11 -IA" 23'-0" 21'-0" 19'-2° 14" 9-1/Z' 11-778" 14" 16' Series Depth Lei 32 26'-3" 2V-4" 24'-2" 28'-1" 31'-0" 2T-3" 18,44", 21-11° 24'-10° 22-11" 21'-3" 17,-3" 20'-7" 23'-3" 25'-6° 24" ac 14'-9" 17'-1" 18'-11' 15'_8' 18'-6" • 21',0" 22-6" 12" se 40 PSF LIVE LOAD, 15 PSF DEAD LOAD @ L/480 Without Web Stoleners €G"oc 192"oc 91/2" .. 19'-3" 12-3" I 15'-9" 1 Series Depth 12°ec LPI20PIus 11-7/8" 23'-0" 14" j 26'-8" 0.1/2" 201-4" 11-7/8" 1 24'-2" 14" 28°-1" 16" 30'-9" LPI 32 20.-0" 22-2" 18"5" 21'-11° 24'-6" 26'-7" IS' -3" 20.-3" 1P-3" 20'-2" 22-4" 24'•3" j 40 PSF LIVE LOAD, 25 PSF DEAD LOAD @ L/480 Without Web Stiffeners _ _ 12" oc 19,2' oc _._,._.t_ .....9 1/2"�. 1 - 18-4" —_. _e......1_5.-4 ` 15'-10° 14,_5" — 314/8" 21'-3" 18'-4" 16'-5" 14" i 23'_7" 20'-4" 18'_4„ 9-1/2 20'-3• 1P-6" 15'..1" 11-7/8" i 23'-6" 20'•4" 17-9" 14" 26'-l" 22-6" 7.0'-7" 16" ? 25`-3" 24'-5° • Series Depth 19132 24" ac 14'-l" 16'-3" 1P-4° 14.-3„ 16'-9" 19'-0" 20'•5" 24° oc 12-0" 14'-2" 14'-7° 12 -0 14'-2" 16"-7" 21'-7" j 17'-3" , 12" oc With Web Stiffeners 6° oc 19.2" oc r � 24° oc 15'-11"... 18'-11" 22-9" Web Web Stiffeners 16" 4c • 19.2" ec With Web Stiffener's 12"ec 16" oc DESIGN ASSUMPTIONS: 1. The spans listed are the clear distance between supports. 2. The spans are based on uniform Ioads'onty. 3. These tables reflect the additional sti€fness provided by 23/32' 050 APA -Rated Sheathing (48/24) orAPA-Rated Staid -I -Floor (24 (3c), er equivalent, gtrtedand nar7ed tote tett Hauge et the joists. 4. live load deflection has been limited to 1/480. 5. Total deflection has been limited to 1/240. Those spans that exceed 3/4" of total deflection are shown in Hold. 6. A load sharing (repetitive member) increase has been applied. This increase is based en tho attachment of a proper deck to titres or more )oisls, spaced no more than 24" oc. 7. The spans are based on the minimum required bearings as listed on page 14. F ACTUAL DEFLECTION i BASED ON SPAN AND LIMIT Span at) 1/460 U_360 L/240 10 j 1/4" i 5/16" ; 1/2 12 5/16' 3/8" 5/8" 14 ` 318° 1 7/16" ! 11/16° 16 318° 9/16" 13/16" 1 18 7/16" i 5/8" 7/8" 20 I(2" 11/16" 1" I 22 9/16" .' 3/4" 1-1/8" 24 5/8' 13/16` 1-3/16" 26 i 5/8" 7/8" 1.5/16" 28 11/16° 15/16" 1-3/8" i _30 j 3/_4' 1" 1-1/2" * Deflections rounded to the nearest 1/16". 3 18'-7" 15'-3° IT -6" 22.4' 24"ec .., I 18'-1" 14'_ 5" 10'4" 20'-0" 21'-8° 24" ac 14'-11" 16'-7" 12.2, .. 15'-3" 18'-4" 19'-11" ADDITIONAL NOTES: 1. Web stiffeners aro only required for the spans in the "With Web Stiffeners" section of each table. ' A "-" indicates that there is no increase in span through the use of web stiffeners. Web filers ale €egoired for joists seated in hangers that do not laterally support the top flange. 2 The design of continuous spans is based oil the longest span. The shortestspae must not be less than 50% of the longest span. 3, These spans are not evaluated for vibration. 4. Bridging, blocking, a direct -applied ceiling and/or bottom -flange bracing, though not required tor vertical load rapacity, can improve floor vibration and bounce. 5. For conditions not shown, use the Uniform Floor Load (PW tables or contact your 1.9 Engineered Wood Products distributer ter assistance. E7 2000 LrneslmraPacurw Ce 0orel+ TO USE: 1. Select the appropriate table based on the project design loads. 2. Select the 1/480 or 1/360 section of that table, as required. 3. Find a span that meets or exceeds the design span. 4. Read the corresponding joist depth and spacing. Caution: Far floor systems that require bath simple span and continuous span joists, it is a good idea to check both before selecting a joist. Some conditions are controlled by continuous span strength rather than simple span deflection. 40 PSF LIVE LOAD, 10 PSF DEAD LOAD •Series Depth 0-1/2" - i 17'-9' LPI 2011es 11-716" 21'-2" 14' 24'4" 1/480' ..__, .. 12" oc 16" oc 19.2' oc LPt 32 9-1/2" 11-7/8° 22'-3" 14" 25'-2" 16" 1 271-10" 16'-2" 19'-3" 18'-2' 22'4' 20'-9" 17'-0' 15-11'1 20'-2' 22'-10' 25'-3" i 40 PSF LIVE LOAD, 15 PSF DEAD LOAD Series Depth 12" oc 16" oc 3-1/2" 11-9° 16'-2" LPI2OPlus 11-7/8" 21'-2" ' 19'-3'' 14" j 24,-1" 22'M0" 9-1(2" 18-9" 17'-0° WI 32 11-7/8" 14" 16" 22,-3" 20'-2" 253-2" 22'-10" 27'-10' j 25'-3" 40 PSF LIVE LOAD, 25 PSF DEAD LOAD Series Depth LPI 20PIos 11-7/8" 14" 9-1/2".. 11-7/8" 14' 16" 17132 18'-11" 21'-5' 23'-8" , 19.2` oc 15'-3" 18-2" 20'-4" 15'-11` 18-11" 21'-5" 23'-8" 1/480 12" ac8ig614;80, 19.2" oc 173.5"_ 213-2" 18-5' 23'-8' 20'-5" 18-9" 17';0" 22'-3" 25'-2" 22'-7" 27'-10" 24'-6" 24" et 14'-3" 16`-11" 19'•0" 14`-9° 17'-6' 19'-10" 21'-11' 2' qc Simple (single) Span Application 1/360 16 cc,,.,,. 19 1".8c 24' oc 24" cc 14'-2" 16'-4' 18'-2" 14'-9^ 17'-6" 19'-1.0" 21'-6" 191,7° 23'-0" 20'-30" 24'"8" 27'•11" 30' -lo" 1T-11" 21`1" • 23'-4° 1 18'41" 22'-5' 1 253.5' . 28'•0" 1 16`-7" 19'-3" 21'-4" 1f-10" 21'-1° 2s'-7 25.7" 14'-10' 11,2", 18-13" ' 18-4::-. 19•_0° 21'-1 22'-10" L/360 12 -cc 16"oe 192 ac 24"1)s 13'-7" 11-4" 15'-10" 14'4" 28-2" 21P-1" 18'>4'! 16'4" 25'-9" 22'-3" 20'-4" f 18-2" 20'-I6" 1841" -: 1.73;8;" - 15'-7" 24'-8 j 22.2' I 20'-3" 1 18-1" 2T-11" 24'-7, 22'-5" 20'-1° 30'-10" 26'-8" 1 24'-4" 1 21-6" 1/360 24" cc 12" 00 16'. ac 19.2" ec . _ .. 24 at ..._.M..».- may..:...... W,,...- .__..___. -_....._........_-._. 131.0" 181.5 15'-11" ? 14 "-'! 6" k 1330" 16.10° 15'-0. 21'-4 18-5" 163;18 15'-0" 18'48" 161-8" 23'-8' 20'-5' 18'-6" 16'4" 15'-11" 14'-4" 28=3 < 17 7 l6 1 14'=4' 18'-7" 18-6" 23'-7" 20'-5 18-7" 15'-6" 20'-8" 18-0" 26'`-2" 22 7"'20 8 /81-0' 22'-5" 18'-2° 26'-4" 24'-6' .,22-5" ' 18'-2" DESIGN ASSUMPTIONS: 1. The spans listed are the clear distance between supports. 2. The spans are based on undorm loads only. 3. Timetables reliant the additional stiffne6 provided by 23/32' OSB APA -Rated Sheathing (48/24) or APA -Rated Sturd-I-F10-Or (24 oc), or equiaalent, glued arid nailed to the top flange of the joists. • 4. tine load deflection has been limited to 11480 or 1/360 as indicated in the tables almve. 5. Total deflection has been limited to 1/240. Those spans that exceed 3/4" of ictal deflection are shown in bald. 6. A load sharing (repetitive member) increase has been applied. This increase is based on the attachment of a proper deck to three or morn joists, spaced no more than 24" 0e. 7. The spans are based on the minimum required bearings as listed on page 14. ACTUAL DEFLECTION BASED ON SPAN AND LINIIT Span 111) 1/480 L/360 1/74D 10 i 1/4" 5/16" i• 1/2° 125(16" 3/8" 1/8" 14 3/8' 7/16" 1 11/16" 15 3/8' 9/16" 13/16" 18 7/16" 5/8" 1 7/8" 20 112" 11/16' 1" 22 i 9/16" 3/4" i 1.1/8' 24 5/8" 13/16" 1-3/16' 26 I 5/8' 7/8" I 1-5/16" 28 11/18" 15/16" 1-3/8" 30 j 3/4" 1" i 1-1(2" * oeilecions rounded to the nearest 1/16". 02005 Lowe a005ic CAWAIRA ADDITIONAL NOTES: 1. Web stit(eners are not required for any of the spans in the Sh p:o Span tac as.; ,:b iclersare required for joists seated in hangers that do not laterally.supportthe lop 11851 2. 1/360 is the minimum deflection criteria allowed per code 1.7.8055.i "� s2 r:.s- _4i amount of deflection in the floor. 3. These spans am net evaluated tar vibration. 4. Bridging blocking a direct -applied ce11103 and/or bnttom " €. ;&, s,1" sh run required for vertical load capacity, can improve floor vibration and. bounce. 5. For conditions not shown, use the Uniform Fleur toad (PLF) te'a yC'a100 Engineered Wend Products distributor for assistance. 2 IDESIGN VALUES t Weight Moment 11 (x 101 6 (x 101 Shear Reaction Capacity Ons) ' Series Depth End Bearing (1-1/2" min) i Interior Bearing (3-1/2" min.) (Pff) Ob -it) (lb -in') (Ib•R/in) Ohs) i W/oaf Stiffeners With Stiffeners W/oat Stiffeners WithSti0eners 9.1/2" I 2.6 2625 T 185 i 0.358 1230 950 I 1230 1 2000 1 2025 LPI 20Plus 11-7/8" 2.9 3510. 318 0,430 1350 1025 1350 2350 2525 _ f 34p-.-.-..,.3:1 4305,.._.. 474..... 0512..... 1620 ...,__1190:_.._....,.1620-...._- 2425 13490 9-1/2" 2.6 3)95 243 0.213 1250 950 y 1250 2000E 2025 6P132 11-7/6" 2.9 1 4275 406 0.267 1 1350 1025 i 1350 2350 1 2525 14" 3:1 : 5255 589 0.313 1620 1198 1620 2750 3490 16" I 3.3 1 6180 791 0.358 1800 I 1200 1800 2850 I 3700 NOTES: 1, Moment, Shear and Reaction Capacity values are for normal load duration and may be adjusted according to code, 2. When calculating defection, both bending and shear deformation must be determined as follows: For simple span, uniform load: d = 22.SSwL' + we Where, oS = deflection in inches El = bending stiffness from table Ef K w = uniform load in plf K — shear stiffness from table L = design span in feat 3. The Moment capacity may be increased 7% for repetitive member applications. 4, These design values are based on We product being used in a dry, well ventilated environment where the moisture content will not exceed 16% — such as in most covered structures. These products are intended to resist the effects of moisture on structural performance from normal construction delays but are not intended for permanent exposure to the weather. I RIM AND BLOCKING CAPACITY Uniform Sanies Depth_ Lori fell) 9.1/2" 1900 LPl20Plus 11-7/8' 1760 14" 1600 9-1/2' 2200 161 32 11-7/8" I 2208 14' 1600 16' 1500 RIM AND BLOCKING NAIL SCHEDULE MinimumMinimumrmum Hai/ Distance ca Series 11a9 Size OC End 88 (2-1/21 Box 1 2" 1" LPI 20PIus 10813"1 & 124 (3.1/41 Box 2" 1' or 16132 ) led (3°) & 12d (3-1/41 Common* i 3' i 1.1/2' 164 (3-1/2') Common 4" 4' *Includes 16d Sinker (3-1/41 NOTES; 1. taterat Load Capacity for all series above = 200 plt. 2. For LP) Rim or Blocking used for lateral Toad transfer, nail to bearing plate with same nail schedule as the deck -to -rim connection. WEB STIFFENER REQUIREMENTS Series Ooplh Minimum Maximum Thickness Height Nail Size* Nail 01y 9.1/2" SPI20P(us 11 7/8" & 1 14" LP132 16" nae Sime Is for commm or bac Hans. 23/32" 23/32" 23/32° 23/32' 6.3/8" 1 Sd 12-1/21 I 3 8-3/4" 8d (2-1/21 3 10-7/8' 1 84 (2-1/21 I 3 22-7/8' 84 (2-1/21 3 I/8" min. gap WEB STIFFENER REQUIREMENTS Concentrated load 1/8" min. gap 2-1/2' 3/8"H 1-1/2" 11-7/8" or 14" LPI 32 24/2" 3/8" 9-1/2," 11.7/8", 14" or 16" • 1 1-1/2" End support min. 1.1/7' bearing 057005 tocAs+aur'acific Cavernrwn 1/8' min. gap Intermediate support min. 3-1/2" beating 1/8 mio. gap Nails to be equally spaced, staggered and driven alternately from each face. Clinch nails where possible. NOTES: 1. Web stilieners, when required, must be installed in pairs — ane to each side of the web. Web stiffeners are always required for the "Bbd's Mouth" roof bearing detail. 2. Web stiffeners shbuid"be cut to fit between the flanges of the 1 -Joist, leaving a minimum 1/8' gap (1" maximum). At bearing locations, the stiffeners should he installed tight to the Mem flange with the gap to the top flange. At loca9ons of concentrated loads, the stiffeners should he installed tight to the top Range with the gap (0 the bottom Range. 3. Web stiffeners should be cut from APA -Rated 056 (or equal). 2X lumber is permissible. 00 NOT use 10 lumber as tl tends to split. 4, Web stiffeners should be the same width as the hearing surface, with a minimum of 3-1/2'. 5. See Web Stiffener Requirements table above tor minimum stiffener thickness, maximum stiffener height and required naiiing. 14