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HomeMy WebLinkAboutApplication- Permit4 r Garfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. cAL-I9 Job Address `� 0_,I0 c9 I Ki . \ ct 1` 't, Nature of Work Building Permit 071 1—d'St — (lQ -iDX Use of Building ��,A 2s,C=s-n Owner CCS �iJr Contractor ( SC Amount of Permit $ nog% Stp Date at-ato- Clerk Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 86 Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-9454212 / Fn: 970-384-34'101 'Inspection Line: 970-384-5D03 clL\c1`\ Parcel/Schedule No: r2/ 6 0 5-7 DD? 7 \ v V -^ AGREEMENT �. V PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT nrI II THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. 1 ,' I` IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE `-I REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN 119 3018201 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 \ n STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY 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 THE OWNERS INTEREST. Gerfom.003 Job Address: e /,� / ,"/✓% / 2 / -/ /les/ ( wilt (11). O � 6 V7 1 Lot Block No: N �D TC' Subd. / Exemption:. 'D /Z-di//e tit Eindehe y 2 o.Jer: AddA//?ES�-S1r�P,/Cie pi)edi b34 me. "262301:- /fl4 '")C 3 Contractor: CI + ,t / C C n,..,/-uc/n . Co Address:Ad 4 .a Ox J�'.13 .s // Ph: %%o ,,P7 ,22?;(/� Lir_ No. 4 Architect/Engineer: TSC. CO...,7��fc-. Co Address: Ph: �i-91LIk. V No. 5 Sq. Ft. o B lyyl jd igg: 07-dmay' Sq. Ft. of Lot: Height: G S No. o.7 ors: 6 Use ofr1�, %^��,/— / f'' 7 Describe Work: 8 Class of Work: V New o Addition ❑ Alteration c Remove o Move 9 Garage: o Single Double Carport: c Single c Double 10 o Driveway PermitOn-Site Sewage Disposal o Site Plan i�/,</ (Septic) 11 Valuation ofyer. SAdjusted diO nd Valuations: S� �ZO 12 , Special Conditions: NOTICE A SEPARATE ELECTRICAL PERMIT LS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 15 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 GRANT OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VI 1 TE OR CAN EL THE PROVISIONS OF ANY OTHER STATE OR LOC1' LAW I TING CONSTRUCTION OR THE PERFORMANCE F NSTRU AT Oit .,� // L' 3_... !�� Plan Check Fee: '"�I 9OS 3 1 ✓/ Permit Fee: /z 3 , 55 Total Fee: Dated Permit Issued: aQ 840 IC) OCC Group: Const. Type: T,ac �(�p( Zoning: Setbacks: Manu. Home: ISDS Na. &Fee: A' e s ER TE I 5 '.r► /s- 3Li 4 APPRO TATE PENG. DE APPROVA !DATE \ v V -^ AGREEMENT �. V PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT nrI II THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. 1 ,' I` IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE `-I REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN 119 3018201 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 \ n STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY 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 THE OWNERS INTEREST. Gerfom.003 dlk 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 # 4 Glc\ gnature BpcontOct2004 Date PLAN REVIEW CHECKLIST Applicant Qo O /*LICK Date 5-23-C6— Building 23. 5 Building Engineered Foundation veway Permit ten Surveyed Site Plan is Septic Permit and Setbacks ✓Grad opography 30% Attach Residential Plan Review List \-------"Minimum Application Questionnaire 1.4 Subdivision Plat Notes 4,4 Fire Department Review Valuation Determination/Fees ed Line Plans/Stamps/Sticker A4 Attach Conditions .-‘11-cation Signed Plan Reviewer To Sign Application arcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Gn / azo 3 r/g STD/UV/it. / 31D rt 23,76z L 3, zz 97,520 �Planning/Zoning L Property Line Setbacks ,4(j eoft Stream Setbacks Flo d Plain ✓ Building Height ✓ Zoning Sign -off ,u -Road Impact Fees H(�A/DRC Approval ✓GGrrade/Topography 40% ,&-Planning Issues N -fl Subdivision Plat Notes Tereasa Baker From: Wendy Mead Sent: Thursday, April 28, 2005 1:58 PM To: Tereasa Baker Cc: Kraig Kuberry Subject: Jim Gornick Driveway Exemption Hi Tereasa, Jim Gomick 6134 CR 214 Silt, CO 81652 970-379-7231 He already has a driveway in place that meets Garfield County Road and Bridge Standards, therefore nothing further is needed from Road and Bridge. If you have any questions, please contact Kraig Kuberry directly. Thanks! Have a great Day! Wendy t 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"x24" and drawn to scale. 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. 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 of a structure within 50 fl. 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 X 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent pr erties), streams or water courses? Yes ,9 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes X 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 N/4 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes i( 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 X 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 11. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes X 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 rooforthe top ofa flat roof? (Building height measurement usually not to exceed 25 feet) Yes X 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phar II certifications or phase II EPA certification? Yes No _' 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No X 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements com ly with the requirements of the IRC? Yes No X y A 16. Does the plan include a window schedule or other verification that windows provide natural Tight and ventilation for all habitable rooms? Yes X 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 X N/A 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No X N/A 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes X No 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted without it. Yes )C No 21. Will this be the only residential structure on the parcel? Yes No X Ifno-Explain: G, ray Pe r,.,;t coni[ Y 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes X 23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes X 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 X' No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes No 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes X No 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes k 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 iC 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 iC No 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes X No 5 33. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes i( 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 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 district may require you to submit plans for their review of fire safety issues? Yes iC 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 iC I hereby acknowledge that I have read, understand and answered these questions to the ability. erinare" thile Date 1'gnature of Owner Phone: 9'717 .'394 -J% 3 (days); 990-9F---2913 (evenings) Project Name: Ayr (/L 7,/A/lA'yi Project Address: t /7L7 rtv-ly blit -2/L/ ACA., n_s-1/6- C`0-»6// Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application 6 may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. BpminreqFeb2005 7 LOT C, SMILACK EXEMPTION, GARFIELD COUNTY, COLORADO RICHARD G. DEMING. N 07°04'06" « 803. 67' Zt� 1 CLI PROJECT NO. 05275 9� :� ♦ DATE MAY 1. 2005 _ li H Cip DEMING LAND SURVEYING 12102 COUNTY ROAD 320 RIFLE, COLORADO 81650 970-625-0181 H /4 M Cr) < N 07°04'06" « 803. 67' 0 0 0 S 00°45'00" E 778.95' 50 se,n ij ka.s e/e t2 4.1,4L re9 ,e4 y /Yet., cniV.- co r tic ' er fie tre - 49i „at' ;A -a\ "L'Iarer, 16.•fts . . . rn • CQLZS ' 47: ;A/ A ?VS.' J,//c R74 7 2 1j fd6 a JIa. 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Ad.„ (,_eJ 2i9 sc./. /"-/o _ 5± r G 14 H .-/ Ay • J.���� *7,4'i7J% 7;4: r,.« Corn,L4 Crnss Jee7//!A 7 Cr Co,fc(rc,cf,,w �1 A/r„ &, f/.. r ,F/C v7 X /.D 97r 6,4-Y /1ve S,//Co ?76-27.sr 0' 30' VALVE FRUM POND 1 GREEN IRRIGATION VALVE BLACK VALVE' 60' t a ONE INCH = THIRTY FEET o ' I .�,s �� I m 1 p U ' I G 1 1 I 1 1 ) I L_ i 1 / I 0 1 L. 25 FEET J I 1 Bf/RI(-p I ELECTRIC - _ 1 3NIl AlJ3dONd (YELLOW FLAG) I PLANNED BUILDING POWER POLE 1 1 ELECTRIC METERS O cR • GENERAL STRUCTURAL NOTES GENERAL REQUIREMENTS 1 Design is based on the 2003 edition of the International Building Code (IBC) 2 Design Live Loads a Roof (Snow) 40 PSF b Residential Floors 40 PSF c Decks . .. 60 PSF d Garage Floors 50 PSF e. Seismic ........ ... .. Zone I f Wind 80 MPH Basic Wind Speed, Exposure B, Chapter 16, Division 11, UBC 3 All dimensions, elevations and details on structural documents shall be verified against the architectural documents prior to construction or fabrication. 4 The contract structural documents and specifications represent the completed structure The contractor shall provide all measures necessary to protect the structure and existing adjacent structures and utilities Such measures shall include, but not be limited to bracing and shonng for construction loads 5 Coordinate all openings through floors, walls and roofs with Mechanical and Electrical Contractors Notify Engineer of any openings to be cut in structural systems FOUNDATIONS 1 Foundation Design is based on Soils Report #102-657 by Hepworth-Pawlak Geotechnical, Inc , dated October 14, 2002 Maximum design soil bearing capacity 1000 PSF The contractor shall review the soils report and follow all recommendation therein, including, but not limited to excavation, site conditions, drainage, backfill and compaction, slab -on -grade construction, drainage systems, and site inspection requirements 2 All footings are to bear on undisturbed natural bearing materials or compacted structural fill Compadrve effort for structural fill shall be in accordance with the Soils Engineer's recommendations Bearing soils (natural and compacted) shall be inspected and approved by the Soils Engineer pnor to placement of footings 3 Excavation a Contractor shall provide all necessary sheeting, shoring and bracing to properly and safely complete the work b Avoid excessive wetting or drying of the excavation, keeping the excavation reasonably free of water at all times, and completely free of water during placement of concrete for footings 4 General Requirements a Provide foundation ventilation in crawl spaces as required by U B C , Section 2317 and the Architect b Foundation walls with backfill on only one wall face shall have all supposing framing systems or temporary bracing in place pnor to placing backfill (unless noted otherwise on plan) c Backfill on walls with fill on both sides to be compacted in equal lifts each side of wall CONCRETE AND REINFORCING STEEL 1 All concrete shall attain 3,000 PSI compressive strength within 28 days Use Type 1-I1 Portland Cement (ASTM CI50) with 4-6% air entrainment Concrete aggregate to be normal weight (stone) 2 Perform all cast -in-place concrete work in accordance with "Specifications for Structural Concrete for Buildings," ACI 301-84, unless noted otherwise Provide hot or cold weather protection per ACI 305 or 306 3 Reinforcing steel shall conform to ASTM A615 #4 and smaller . . Grade 40 #5 and larger . Grade 60 4 Horizontal reinforcing steel shall be made continuous by lapping bars a minimum of 32 bar diameters at all splices and providing corner bars Fabrication and installation of reinforcing steel shall conform to ACI 315 5 Provide accessories necessary to properly support reinforcing at the positions shown on the documents 6 Provide 245's with 2'-0" projections each side of wall openings 7 Calcium chlonde or adnuxtures containing more than 0 05% chloride ions or thiocyanates are not permitted 8 Do not place pipes, ducts or chases in structural concrete without pnor approval of the Structural Engineer INTERIOR SLABS -ON -GROUND (S 0 G ) I Unless noted otherwise, intenor S 0 G 's shall be 4" thick concrete slabs placed on a minimum 4" thick layer of free draining gravel 2 All interior S 0 G 's shall be reinforced with 6x6 -W1 4xW1 4 welded wire fabric (W W F or #3 at 12" on center each way unless noted otherwise At Contractor's option replace reinforcing with synthetic fibers per manufacturer's recommendations and Engineer's approval (Minimum requirements 1 5 lbs of virgin polypropylene, collated, fibrillated fibers per cubic yard of concrete ) 3 Furnish W W F in flat sheets only 4 Place reinforcement at mid -height of S 0 G. 5 Provide slab control joints at 15' on center, maximum, each way, unless noted otherwise 6 Provide free -draining gravels and compacted fill (where necessary) according to Soils Engineer's recommendations 7 Compactive effort for gravel, structural fill and existing subgrades which suppon S 0 G 's shall be in accordance with Soils Engineer's recommendations STRUCTURAL STEEL I Design. fabncation and installation of structural steel shall conform to MSC and AWS specifications 2 Steel other than pipes and tubes shall be ASTM A36 (minimum yield strength = 36 KSI) Pipe columns shall be ASTM A53 -B (minimum yield strength = 35 KSI) Tube steel (TS) shall be ASTM A500, Grade B (mummum yield strength = 46 KSI). 3 Connection bolts and anchor bolts shall be ASTM A307 unless noted otherwise Minimum of 2 bolts per connection 4 Groove welds shall be made with E70XX rod, and be full penetration and continuous, unless noted otherwise 5, Fillet welds shall be made hath E70XX rod, size 3/16" and continuous unless noted otherwise STRUCTURAL WOOD FRAMING A. DIMENSIONAL LUMBER I All amber construction (light and heavy) shall conform to Amencan Institute of Timber Constriction (AJTC) and National Design Specification (NDS) standards 2 Structural framing lumber shall be Douglas Fir/Larch, with the following minimum grades Plates and Studs #2 Joists and Rafters #2 Beams, Posts and Timbers 41 3 All sill plates in contact with concrete or masonry foundations shall be Foundation Grade Redwood or Pressure treated Hem -Fir 42 or better, designated for "Above Ground" usage as defined by the Amencan Wood Preserver's Institute 4 Trus -Joist products shown shall be as manufactured by the Trus -Joist MacMillan Partner- ship, Boise, Idaho Trus -Joist products include TJI's, LSL (Laminated Strand Lumber) Rim Boards. and LSL Headers installation details, blocking, bracing and connections shall conform to Che requirements of the manufacturer 5 Laminated Veneer Lumber (LVL) shall be designed and fabricated in accordance with the National Research Board and the National Design Specification for wood LVL's to be 1.3/4" thick with the following ummmum working stresses Fb = 2600 PSI, Fv = 285 PSI, E = 1,800,000 PSI 6 Wood manufactured products other than those noted, which have 1 C B 0 approval, may be used upon approval by the Engineer B 1 2 1 FASTENERS AND CONNECTORS All timber nailing and connections shall conform to UBC and AITC Reference UBC Table No 23 -I -Q Nailing Schedule Bolts for wood member connecuons shall be ASTM A307 with minimum 1 1/2" diameter washer each end, unless noted otherwise. Do not countersink bolts unless noted otherwise Metal connectors for wood framing are manufactured by the Simpson Strong -Tie Company. Inc Follow all manufacturer's recommendations for installation of connectors. Install connectors with nails shorter than common as follows 8d x 1 1/2", 10d.x 1 1/2", 16d x 2 1/2", unless noted otherwise 4 Alternate connections and fasteners to those listed above, which have l C B 0 approval may be used upon approval by the Engineer 5 Lag screw connections, including lead holes, pilot holes, and screw installation, shall conform to NDS ...�ttl!!!rnr<ini iii 3G �- i f 0 3p43. cA 11 I • I • _ — FX -FIC A /C rS WNWcF , x Y, &is //l -t Z' 1Jiu' b14Fco r ,i 14/ 410. P057 TSC Condi/Mc 'to. - 91�1v a_A-f1/9 'O tlr 1..4,1 / / Co 9/6 92 Sys 6 a /41-- Pcv-r ScduuE• ® T54W I/4 © Ts4x4x3�6 © 3-aY&CO4Gic Kwas) © 4-zIe‘ CZatocs+ZKiNa5) /10Ore.. _ - -. RV_.ZLY- -. _Jcale 7; F'/77 2 ?76-222 HAM6a+C tnuc-E ® L,66a- Z.1 L55d1- 410 ® NUC -40 �L59v 5akepu Mbia HDC-12)-lxv MiAl Fos r & HD2 z-ze&(IJ4cr+1K/14 I ®3-4 Y6, 3-&X6 (.4.K f ZK11, ) ® 4-LX/o (3;01465+ I JscK..EfromCtn.) (a)I-65Uf-z5 15 3-zxc,'usrwady 73E.4mc 7.--.1-r ��,. r,,,K %., co _79T G,-U.r/ /I . .704: ,r, l o r ., , -c/c Pouf Fres4�,yx/, Fenx 9.1-/ Ca .cry / 4 ,L .° .47_1/9 �, c„,/4 co f6r7 S.// ca f76 -273y • KURTZ $ ASSOCIATES, INC. 5012 COUNTY RD. 154 GLENWOOD SPRINGS, COLORADO (910) 945-b305 DETACHED GARAGE GORNICK 214 RD. GARFIELD COUNTY PROJECT NO. 05-02.12 BASE T. ;4"xIO"xIO" W/ 4-%"47 ANCH. BOLTS OR EXPANSION ANGH.'S- TYP ® STEEL COL'S- U.N.O. S.O.G. DATE: CONSTRUCTION SET: 05/25/05 STEEL CCL PROVIDE BOND BREAKER ® COL d BASE 18"x1&" DIAMOND ISOLATION JT. AROUND COL. I" DRYPACK 5" CLR— EA. WAY INTERIOR COLUMN i FOOTING REINF. 12 -*5 EACH NAY SCALE: I" = I' -O" y KURTZ 4 ASSOC I ATES, INC. 5012 COUNTY RD. 154 GLENWOOD SPRINGS, COLORADO (q10) G145-6305 DETACHED GARAGE GORNICK 214 RD. GAREIELD COUNTY PROJECT NO. 05-02.12 DATE: CONSTRUCTION SET: 05/25/05 S4£ATHIN6 NOTES 1. Sheathings shall be America' Plynood Mwclotlon (APN, Exposure 1, G -P plynoods or oriented .trod board (OS5) as follors, Floors 3952' thick, APA rated Strud-Ifloor, 24 OL., T t & Roofs 5/6' thick, APA rated sheathing, 52A6. Provide PIycllps mldncy between rafters at vmupported flails 1/2' et e,s thick, A rated shsabing, 24/0, all edges blocked. 2. Sheath exterior face of all exterior frame malls mIU, APA shsathhg unless noted otternles an structural trarhgs. 5. Do not block floor and roof sheathing edges unless noted. 4. Ptynood floor sheathing to be glued aid rolled to the Noor Joists using cohesive* conforming to APA Specification AF& -0I ad applied in occordaics nith masrfacbrer's recanrendatkne Remove dirt ad rater from foists, apply glue to joists end convlete all nailing before glue sets. 5. Floor aid roof ahsathlrg laput, 6. NAILING E411111111 u5E NAILS (Defamed shads) NAIL SPAGIN6 CO+ 4TS a Intermed. Supports • Sheet Edges Floor 6d (.151' e) 10' 6' Root 6d (.151• o) 12' 6' Wail 6d (.151' o) 12' 6' Note: 1. Nail diameter of .131" 15 equivalent to 8d common or 12d sinker nails. Mechanically driven nails of equal or greater diameter which penetrate the framing members at least 1.3/4" may be used. • KURTZ 4 ASSOCIATES, INC. 5012 COUNTY RD. 154 GLENWOOD SPRINGS, COLORADO (a70) (145-6305 DETACHED GARAGE GORNIGK 214 RD. GARFIELD COUNTY PROJECT NO. 05-02.12 BLOCKING PANEL BETWEEN JOISTS PROVIDE CONT. 2x8 WOOD PLATE -ATTACH TO km2 W/ 2 ROWS 9/64" dia x 2" LOW VELOCITY POWDER DRIVEN NAIL @ 12" O.G. (STAGGER) W12 STEEL BM J DATE: CONSTRUCTION SET: 05/25/05 TYPICAL NAILS: TJI-TO-SUPPORT W/ 3- .151" dia. x 2.1/2" MIN., BLK'G-TO-SUPPORT W/ .131" dia. x 2.1/2" MIN. ® 12" O.G. EA. SIDE (STAGGER) CONTINUOUS TJI SPANS KURTZ 4 ASSOC I ATES, INC. 5012 COUNTY RD. 154 GLENWOOD SPRINGS, COLORADO (q?.0) q45-6305 DETACHED GARAGE GORN I CK 214 RD. GARFIELD COUNTY PROJECT NO. 05-02.12 DATE: CONSTRUCTION SET: 05/25/05 FULL HEIGHT STIFFENER PLATE 1/4" EA. SIDE TS COL- ATTACH TO WOOD STUDS PER DETAIL G CAP PLATE 1/2" W/ 2-1/2" do THREADED STUDS. TYPICAL TS END COLUMN TYPICAL TOP 4 BOT. U.N.O. NO SCALE KURTZ S ASSOC I ?ETES, INC. 5012 COUNTY RD. 154 GLENWOOD SPRINGS, COLORADO (970) 945-6505 1/2" PLYWD- TYP ® EXTERIOR WALLS T.O. PLYWOOD SEE PLAN DETACHED GARAGE GORN I GK 214 RD. GARFIELD COUNTY PROJECT NO. 05-02.12 DATE CONSTRUCTION SET: 05/25/05 PLYWOOD SHEATHING CONT. 'LSL' RIMBOARD END NAIL TO EACH JOIST W/ 8d T45 TOE NAIL RIM WITH ISd ® 8" O.G. EXTERIOR WALL I" = 1'-0" PROVIDE BUILT-UP POST THRU FLOOR TO MATCH BUILT-UP POST ABOVE TYP. U.N.O. KURTZ S ASSOCIATES, INC. 5012 COUNTY RD. 154 GLENWOOD SPRINGS, COLORADO (G110) q45-6305 DETACHED GARAGE GORNIGK 214 RD. GARFIELD COUNTY PROJECT NO. 05-02.12 • V DATE: CONSTRUCTION SET: 05/25/05 NAIL FLR. CiHCATHING TO BLKG W/5d 4" O.G. CONT. 'LSL' RIMBOARD END NAIL TO EACH PANEL V(/ 8d T413 TOE NAIL RIM WITH Ibd ® S" O.G. PROVIDE BUILT-UP POST THRU FLOOR TO MATCH BUILT-UP POST ABOVE TYP. U.N.O. TJI BLOCKING PANEL 48" O.G. NAIL TO SILL PLATE W/ 3-.131 dia. x 2.1/2" (MIN) NAILS EXTERIOR WALL 1" = 1'-0" TJI FLOOR JOIST SEE PLAN IUT-2.06/11 J5T HGR TJI W/ 1/S" x S" HI x 12" WOOD FILLER a EACH BLKG PANEL -NAIL TO TJI WEB W/ &d a 4" O.G. T4 B. KURTZ S ASSOC 1 ATES, INC. 5012 COUNTY RD. 154 GLENWOOD SPRINGS, COLORADO (9'70) 945-6305 DETACHED GARAGE GORN I GK 214 RD. GARFIELD COUNTY PROJECT NO. 05-02.12 FULL I -1T STIFF PL 1/4" EA. SIDE DATE: CONSTRUCTION SET: 05/25/05 GAP PLATE 1/2" NV 4- 1/2" dlc THREADED STUDS INTERIOR STEEL COLUMN SCALE: 1.1/2" = 1'-O" TYPICAL TOP 4 SOT. U.N.O. V ' a KURTZ $ ASSOCIATES, INC-. 5012 COUNTY RD. 154 GLENWOOD SPRINGS, COLORADO (970) 945-6305 DETACHED GARAGE &ORNIOK 214 RD. GARFIELD COUNTY PROJECT NO. 05-02.12 GYPSUM BOARD / EA. SIDE ®12" O.G. PROVIDE q/64" dia. x 2" LOW VELOCITY POWDER DRIVEN NAIL OR * 12-24x2" FLATHEAD TEKS/4 AS MFR BY BUILDEX. 2x'5 EA SIDE T5 COL. 1 - DATE: CONSTRUCTION SET 05/25/05 TYPICAL TS COL: FLAN VIEW I" = I' -O" COORDINATE SHEATHING REQUIREMENTS NU PLANS 4 DETAILS. 'EDGE NAILS' a STRUCTURAL C HEATH I NG - SEE 'SI IEATHING NOTES' -TYP. V Garfield County BUILDING & PLANNING DEPARTMENT Code Compliance Office Date: 5--,76 -c To: .ruta jlm<t E/ 1eW a/4' Dear Permit Holder. Please refer to your building permit number 9999 , issued SaE-CS A routine review of our open building permits indicates that we have not received a request for an inspection on this permit since E -7-C 5' 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 changes 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 on 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 advise us about the status of your permitted work. If you have not responded within thirty 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 Statutes 30-28-205 & 210, was not inspected, is not approved and that the building or area is illegal to occupy and is subject to legal abatement action. Thank you for your cooperation. Sincerely, —tic, r%77✓7.e ?cm Holliday Dave Mead Matt Provost Building Inspectors 108 8th Street, Suite 201, Glenwood Springs, Colorado 81601 (970) 945-8212 (970) 285-7972 Fax: (970) 384-3470 ssr 1• BUILDING PER T�CARDRD Job Ad9Less LO - Ce )LNl C u Q OwnerlTLYY`u-•—. Add res io13� Contractor jr f. l cC17E- Address Setbacks: r c_S Front Rear Rear RH LH Zoning }- t 'te� SPECTIONS Date Phone 4379' 765 Phone Soils Test Weatherproofing Footing b - I -OS 1' Foundation 6.7-05 4w. Grout Underground Plumbing Rough Plumbing Framing /0 - /3-D /cirri Insulation Roofing Drywall Gas Piping Other NOTES Mechanical Electrical Rough (State) Electrical Final tate) 7-10 -0(0 t?F Final 0 hecklist Completed? ' Certificate Occupancy # Date Septic System # Date Final (continue on back) 1 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD✓COUNTY, COLORADO i„Cj Date Issued1...Zoned Area Permit No t 1 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 Inspe or and IIVIMEDIAT LV BECOME NULL AND V9ID. Setback% Front Side Side Addresssrr`Legal Descriptiioon OwaetC 9i l C. Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing (0- I - Oc (-,- Driveway Foundation k -1— 06 1,),A,1,..., Underground Plumbing ti;� Insulation ( ' Rough Plumbing A// f Drywall A/ Chimney & Vent /J/a- Electric Final (by State Inspector) 7!D -O° Gas Piping Ai g Final /0 _ X3_0 t ,8y),( Electric Rough (By State Inspectorrlat Septic Final /04 - Framing 1C -/3-0 E Av\ (To include Roof in place and Windows and Doors installed). Notes:4,-1-DSGFa4nw.. 2eik bra- 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 CaII 384-5003 108 8th Street Glenwood Springs, Colorado APP OVERDO NOT DESTROY THIS CARD IF PLACED OUTSIDE - C • VER WITH CLEAR PLASTIC