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HomeMy WebLinkAboutApplication-PermitGARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8"" Street, Suite 201, Glenwood Springs, CO 81601 Phone:C970-945-8212 / Fax; 970.384.3470 / Inspection Line: 970-3184-5003 Permit No: !� Parcel/Schedule No: r�r r S ` 1 "" c AGREEMENT PERMISSION I5 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 ADOPI ED 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 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 CONSTITI}TE 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 SPECIFICALLY 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 (INITIAL): a/410 4 nQ.c2A-104- if4 17ccs-, rr Job Address: Q ILif'l(Lc �, ,C) F' ,1.3a 1.0CCt_Si f t r co 8 (Lo L I f I Lot No: Block Na: Subd. / Exemption: GI (�' Elk. CreCk. SttibcI)vv-icIr7 2 Owner: 7okr' 0r.,G Address L�lil°I ; DCI( Ne 10v . Ph: 'oLi-6`.�Ii Wk Ph: 014.- Itio 3 \1cAS Contractor: i i C t (Y-1 `Cj It u � {c Address: i 1, c..-i-tn;e: Ph: , ‘ Lic. No. i 1 4 \ 5 Architect/Engineer: x7r,+tel (4thei�;��t�r‘ Sq. Ft. of Building:Sq. 1 .7 (;10 `$: o Address: 7Z.� ict:FiCk c 41, Ft. of Lot: a YI Ph: 9,21-/n1 ct('f� 575 i Height: �, .l (tm It.,,,c./ Lic. No. No. of Floors: i r ti , Use of Building: -J SiOracQ 5hecd — (��tc� -c, +tCA 7 Describe Work: SiI:31 L A C'�Ir'\ IL >1 Class of Work: ~� I@ New 3 Alteration o Remove 3 Addition 3 Move <I 10 Garage: 0 Single Double Carport: ❑ Single -I Double u Driveway Permit Cir[. •- - 3 On -Site Sewage —��- -- - r j <Disposal 3 Site Plan 11 Valuation of Work: S (` (//f Adjusted Valuations: S fel (,C 960 12 Special Conditions: NOTICE A SEPARATE ELECTRICAL PERMIT 1S REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. I 4501 U TPlan Chec Fee: / .11 Permit Fee: a g5 Total Fee: tJ f ICJQ' 3 L* J L� Dated Permit Issued: - OCC Group: 1040 Const, Type: V - 173 Zoning: Setbacks: Manu. Home: 1SDS No. & Fee: N% • ATU' OF OWN' ' DATE i" r G DEPT. PLNG. DEPT. APPROVAL/DATE APPROVAL/DATE AGREEMENT PERMISSION I5 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 ADOPI ED 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 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 CONSTITI}TE 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 SPECIFICALLY 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 (INITIAL): a/410 4 nQ.c2A-104- if4 17ccs-, rr 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 OFOCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OFOCCUPANCY (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 VALUATION/FEE DETERMINATION Applicant h hn6 bo \ Subdivision Address 0 C ' A,-.. %,0/1t-Lot/Block Date JJSL1,d Guyw+ Contractor 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 X13 (0, ( / 8 °-�- /5' -. (1io )C tiff)1 Valuation 1� Crawl Space: Valuation Decks/Patios: Covered Valuation Open Valuation Total Valuation I; 96a 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 comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) 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 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 AC), - 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 frt G� 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 reinforciVee1 in accordance with the IRC or per stamped engineered design? Yes 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes ,/ 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 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 of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase 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 VL 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 No CI - 16. - 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No l C- 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes 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? �a SLau OGL- 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 ,z 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 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 pick up 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 No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re -inspection fee? Yes ,/ No 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes ` No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes ✓ No 5 33. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes - No 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. y�,L Yes No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the ParcelL Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes ✓ No 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes ✓ No (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes ✓ I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. nature of Owner Phone: C L -6-`I S (days); Date c$LJ - 33-7?) (evenings) Project Name: Co_ccc.~) Q ' Project Address: DI C\c11L (. tOe Lt) Cct i )c Co 1 to[d -7 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 PLAN REVIEW CHECKLIST 3�.7ro6 Applicant Jp - D Date Building 41j- Engineered Foundation 00 4" Driveway Permit /Surveyed Site Plan Septic Permit and Setbacks Grade/Topography 30% Attach Residential Plan Review List //Minimum Application Questionnaire Subdivision Plat Notes Fire Department Review Valuation Determination/Fees V Red Line Plans/Stamps/Sticker /Attach Conditions / Application Signed Plan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Planning/Zoning Property ne Setbacks 30ft S ' eam Setbacks FI d Plain uilding Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes 0I lite(Pa,12 r /.:-1;',;0(eE1-`c -51e cam- ,0(e-1 E;7dc> Y laconz-vr $t Alf SUBJECT TO NOTED :XCEVTIONS & INSPECTION GARI~ IELD COUNTY 8TJILDI G DEPARMEW 'ate l7 By FIELD COPY 010 3NS? CTION WITHOUT 4SE PLAAiS ON IRIT of Dv\Vc3ra_�f 4 "fvc w k V � t.1.+ - -rv00% Ap fir 4/"1 ti,;dp 22) sTw (5* ,��� 54444 -dr 24 CI SF -9 L� Z3 L ocp z - 4 t.uc. l 1. ytrE'�ti,r.� -b t; -cit �:c�s.rf }u[L 114- &ci,i wi+LC Gy ➢SSW 4 E In pa-) 1 aa' x�`,iiy� P41,veev�; 4 L: d ,I,:760-1 6-1/".,;,/ LXL - mu-- ---; - • • • . . . • . , 'n \ de. fooirs (k-) t•D" ------- Li_ vIc:-.1 ' Coe ow " 4414 of at -0 1 Coofays 1E_ " o' 1 Profey 4\4 t he. I CY1 sd+.4 -aJr k_ =P. < kit E 1 /00 e,-rop Of' CovNe- stAto 7-9) Of ZOiale. 4Trtvk Fe5-443A-rlemu .9.rep /6 /0 i 17? -stf - adAy ttJ eg" .ort$44 R- iti14- • id i I 6.3_)' e oArr le /o Pc/3 �Y \kk--A -).r c t �r 41'i "1`t ,'S° _.,,,-......,...........-- //'/ -... ar t ,9 i 15 ) 14 -7--s- ,i// c 71 5 fL, L. 6/g7 Building Guide Colorado Chapter of the International Conference of Building Officials Single Family Residential Detached Garage How to Use this Guide GtCL� �frQCJ� J At least three completed documents must be provided to apply for a building permit: 1 Complete this Building Guide by filling in the blanks on page two and three, and indicating which construction details will be used. 2 Provide a Floor Plan (site plan) showing dimensions of your project or addition and its relationship to existing buildings or structures on the property and the distance to existing property lines. 3 Fill out a building permit application. The majority of permit applications are processed with little delay. The submitted documents will help determine if the project is in compliance with building safety codes, zoning ordinances and other applicable laws. The Colorado Chapter of the International Conference of Building Officials is a professional organization seeking to promote the public health, safety and welfare relative to building construction. We appreciate your feedback and suggestions. To obtain a master copy of this Building Guide, please write to Colorado Chapter of the International Conference of Building Officials, P.O. Box 961, Arvada, CO 80001. This handout was developed by the Colorado Chapter of the International Conference of Building Officials as a basic plan submittal under the 1994 Uniform Codes. It is not intended to cover all circumstances. Check with your Building Department for additional requirements. 0 6197 Single Family Residential Detached Garage Directions 1. Fill in the blanks on pages 2 and 3 with dimensions and materials which will be used to build the structure. Please print legibly, fir Address: 4pcAc Civ, 2. Indicate in the check boxes on page 3 which detail from page 4 will be used. (Overall width 2 o' Show door and window header sizes and location and size of landing in front of door 6 31/2" minimum concrete slab Z 11 % 1 &A1 , Header size ( ) x (example: (2) 2 x 10 Slope Note: if roof trusses or rafters bear an header, special header design may be required Gara.e door o•enin Double 2x4 or 2x6 trimmers each - end of overhead door header Garage door opening width This handout was developed by the Colorado Chapter of the International Conference of Building officials as a basic plan submittal under the 1994 Uniform Codes, It is not intended to cover all circumstances. Check with your Building Department for additional requirements, 6197 Single Family Residential Detached Garage NOT - ENG' `'LEC r?DC 111 & 2x rafters spaced er (exampfe:2arlaceb'"2 'O.C.) Minimum lx ridge board (example: 1 x 12) Buiidin Section of to el�c ,e)(` 24 foot span Sheathing l/1._ t x.7E2ior_ ()Cwr../OCY-L (example: 1/2" exterior plywood) r Provide solid 2x blocking between rafters or trusses .0' • • • ovate 1.0 Vitam"'" " Roof covering t 1Ai fi C 7 (example: Class A 3 lab shingles) 1 UnderIayment 30 (example: 2layers 1511 felt) Note: Pre-engineered roof trusses wiiruss clips and hardened nails may be used in lieu of roof structure shown. °"swoCt'ii'F'iRUS5 SAVE ENGINEERING FOR INSPECT() I s' .TilffilE OF FRAME INSPECT `.,)N 12 pitch 1 4i ceiling joists @ O.C. (example: 2 x 8 0 24' O.C.) Double 2x- / top plate (example: 2 x 4) Span (example: 23' 5') Ceiling height (example: 89 f Siding -7-- (example: - �/ l (example: lap or 7-111) Wall sheathin (example:'/a'azterior ❑ Foundation Detail A oundation Detail B (see page 4) l6, This handout was developed by the Colorado Chapter of the international Conference of Building Officials as a basic plan submittal under the 1994 Uniform Codes. It is not intended to cover all circumstances. Check with your Building Department for additional requirements. Li studs i@2 O.G. (example: 2 x 4 ® 24" O C.) Cont. 2x sill plate (example: 2 x 4) Footing size /6,x (example: 8'x 16) • 6197 Single Family Residential Detached Garage Foundation Detail A Lap siding over foundation a minimum of 11'. Finished grade 6" min. 1/2" diameter steel anchor bolts 6'-0" O.C. max., 7" min. penetration max. 12" from corner and 12" from each end of plate. Bottom plate shall be treated wood or Foundation redwood Note: Check with local building department for swelling soils. Caissons may be required. "'i8min. ;c�a 3" t 31/2" Minimum Concrete Slab #4 rebar min. cont. top & bottom Foundation Detail B Lap siding over foundation a minimum of 1" 1/2" diameter steel anchor bolts 6'-0" O.C. max., 7" min. penetration max. 12" from corner and 12" from each end of plate. Bottom plate shall be treated wood or Foundation redwood 6" min. Finished grade 4 311x" Minimum concrete slab Fiberboard expansion joint 3©rr To below frost line ~- Provide #4 rebar vert. ® 4'-0" O.C. insert rebar into concrete t' 402.,z-. U/'lL Note: Check with local building department for swelling soils. Caissons may be required. r 3" Z' This handout was developed by the Colorado Chapter of the International Conference of Building Officials as a basic plan submittal under the 1994 Uniform Codes. It is not intended to cover all circumstances. Check with your Building Department for additional requirements. 4 rebar min. continuous top of stemwall & at footing e -t -L) -Con+ iUtL)e_ nee-Art(4. rccf 4 of- ei t'civ% 314-. Mi c 4 f ety,col ct, of &act x 1' OPit-iFy Q-414-0-r-tocv /4t4 S-rutCTU-4t oAstoper G 72---ucolagx 3/,1" Ste cLI cW av‘ch,ortct rCof (MCI VNI1Cd Ntui fH claw pLc& r. 3Gt ope - 'React 51),), 4!. e - w) / (3!,1 F7'.7 • cve Pad PeCki Z 40 -rYtA- mke, wi Nooi a 6 Tiosr -kkrgar.4, rftrrtio, 54 0 a oftAY (MLA IA APPROVE) SUBJECT TO NOTED 'EXCEPTIONS & INSPECTION:k GARFIELD COUNTY BUILDING 1:7,t!: -lzTINAEN"' 'ate joLCf0 i14 FIELD COPY NO INSPECTION MIAOW NESE PLANS ON SITE -no w - — IANq tie, ved TRIISFAB,, 4181 ROAD NEW CASTLE Phone: (970) INC. • 335 , CO 81647 984-2336 Fax: (970) 984-3533 To: MR. T'S HARDWARE 6980 COUNTY RD 335 NEW CASTLE, CO 8164 Production List Job Number: 4135 Page: 1 Date: 08-07-2006 - 8:32:44 AM Project ID: 4135 Project: DOUGLAS Model: Block No: Lot No: Contact: Site: Office: Deliver To: Account No: MT Designer. THK Salesperson: TROY KELLEY Quote Number: 4135 P.O. Number: JL-0596 Name: Phone: Fax: JOHN 379-5584 963-0849 DOUGLAS JOHN 984-2977 984-3112 Tentative D livery Data: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: . 25 A 20-2-8 2X6/2X8 ATTIC 9.00 0.00 2-0-0 2-0-0 � 41111 lilt• 1 A-GAB 20 -2 - 8 2X4/2X4 DROP GAB (2X6) 9.00 0.00 0 - 0 - 0 0 - 0.0 20-2-8 WALL TO BE FRAMED BY BUILDER A -GAB A A A A A A A A A A A A co A A co A A A A A A A A A A A TRUSFAB, INC. 6181 RD. 335 NEW CASTLE, CO 81647 (970) 984-2336 PHONE (970) 984-3533 FAX Job: 4135 Scale: 9 : 75 Date: 7/25/2006 14135 IA ATa1C 1125 F 1 F TRUSFAa, INC., New Castle, Co. 81647, Troy Kelley 2-0-0 35-8 2-0-0 35.8 1 Job Reference (optional) 6.200 s Jul 13 2005 MiTek Industries, Inc. Mon Aug 07 08:35:22 2006 Page 1 R22308950 7-9.3 1 10-14 { 1255 1 16-9-0 20-28 22.2.8 4-3-11 2-4-1 4x6 2.4-1 4-3.11 3-5-8 2-0-0 E N M 3x6 11 6x9 = 1 358 3-5-8 16-9-0 13-3-8 K J 6x8 = 3x9 11 1 20-23 1 3-5-8 Scale = 1:70.5 Plate Offsets (X,1): f E:0-3-0,Ed9ei, iK 03 8,0 481, IM:0 3 8,0 4 �1 LOADING (psi) TCLL 40.0 (Roof Snow= -40.0) TCOL 10.0 BCLL 0.0 BCDL 10.0 SPACING 1-4-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Ina YES Code IRC2000IANS195 CSI TC 0A4 BC 0.53 WB 0.78 (Matrix) DEFL in (oc) Udefl Lid Vert(LL) -0.24 K -M >971 240 Vert(TL) -0.38 K -M >656 180 Horz(TL) 0.01 J n/a rya PLATES GRIP MT20 1691123 Weight 135 Ib LUMBER TOP CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD 2 X 8 SPF 1950F 1.7E WEBS 2 X 4 WW Stud 'Except' B -N 2 X 6 SPF 2100F 1.8E, H -J 2 X 6 SPF 2100F 1.8E REACTIONS (lb/size) N=1442/0-5-8, J=1442/0-5-8 Max HorzN=-255(load case 5) Max UpliftN=-82(Ioad case 7), J=-82(Ioad case 8) Max Gray N=1870(Ioad case 2), J=1670(Toad case 3) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 0c bracing. WARNING: THIS DESIGN MAY EXHIBIT EXCESSIVE BOUNCINESS. VERIFICATION OF LENGTHIDEPTH SLENDERNESS RATIO BY THE PROJECT ENGINEER OR A QUALIFIED BUILDING DESIGNER IS REQUIRED. FORCES (Ib) - Maximum Compress! Nwaximum Tension TOP CHORD A -B /170, B -C=-1104/18, C -O=-884!67, D-0=735190, D -E=-10/240, E -F=101240. F -P=735190, G -P=-884167, G -H=1104117, H-1 0/170, B -N=1785112, 1-1-J=-1785112 BOT CHORD M -N=2381289, L -M=-10/734, K -L=-101734, J -K=-70/41 WEBS O -F=878195, C -M=0/417, G -K 0/417, B -M=-33/988, H -K=351988 NOTES 1) Wind: ASCE 7-02; 90mph; h=251t; TCDL=5.0psf, BCDL=5.0psf, Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip 001=1.33. 2) TCLL: ASCE 7-98; Pff40.0 psf (flat roof snow); Exp C; Fully Exp. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live bad of 16.0 psi or 2.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live loads. 6) Ceiling dead Toad (5.0 psf) on member(s). C -D, F -G, D -F 7) Bottom chord live load (40.0 psi) and additional bottom chord dead load (10.0 psi) applied only to room. K -M LOAD CASE(S) Standard AL1gufgt ME®06 '�, r7At rdrr o - Fr"'ifJ ""'Ir' J--'- r -- -'- , and Pr' -.-FS fd '��� Ofd a 7..113 3D i�r' orniF, . ^!Y^?.' r7F.7. .. _ 7777 Greenback Lane Design void for use only with Mitek connectors. mis design is based only upon parameters shown, and Is for an Individual balking component. Suite #109 Appicabiity of design parameters and proper incorporation of components responslb$tty of building designer - not truss de igner. Brockng shown Citrus Heights, Ca 95610 !s for lateral support of IndMduat web members only. Additional temporary bracing to Insure stability during construction Is the rasponSibefy of the 111 erector. Additional permanent bracing of the overall shuck le Is the responsibility of the building designer. For general guidance regarding �� fabrication, quotty control. storage. delivery. erection and bracing. coit ANSI/TPI, Quality Criteria, 058-69 and BCSI1 Building Component M'Tek® Safety Information available from Truss Plate kuttiute, 583 D'Onofrlo Drive. Madison.W1 53719. [4135 IA -GAB DROP GAB (2X6) 1 11 Job Reference (optlonail R22308951I TRUSFAB, INC.. New Ceske, Co. 81647, Troy Kersey 10-1-4 10-1-4 1.5x4 11 8.0012 1.5x4 11 E 1 436 = F 6.200 s Jut 13 2005 MiTek Industries, Inc. Mon Aug 07 08:35:23 2006 Page 1 20-2-8 1.5x4 11 G 10.1.4 1.5x4 II 1.5x4 11 D H 1.5x4 11 1.5x4 11 C l 1.5x4 11 3x6 B J 3)6 ii11 lili ITA•�.������I►�i1►�A►mil►�i►���������������������������������1 1 2x4 11 3x4 T 5 R Q P 0 N M L 1.5x4 I 11.554 11 1.5x4 11 5x6 = 1.5x4 I 11.5x4 11 1.5x4 11 3x4 = 2x4 11 20-2-8 1 20-2-8 Scale = 1:66.9 Plate Offsets (X,Y): 10:0-3-0,0-3-01 LOADING (psi) TCLL 40.0 (Roof Snow --40.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 4-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Inc( NO Code IRC2000/ANSI95 CSI TC 0.19 BC 0.11 WB 0.85 (Matrix) DEFL in (Ioc) Udell Vert(LL) n/a - n/a Vert(TL) n/a - ria Horz(TL) 0.01 L n/a L/d 999 999 n/a PLATES GRIP MT20 169/123 Weight 126 lb LUMBER TOP CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD 2 X 4 SPF 2100F 1.8E WEBS 2 X 4 SPF 2100F 1.8E *Except A-U2X4WWStud, K-M2X4VAN Stud OTHERS 2 X4 WW Stud 'Except' F -Q 2 X 4 SPF 2100F 1.8E, E.-R2X4SPF 2100F1.8E G -P 2 X4 SPF 2100E 1.8E BRACING TOP CHORD BOT CHORD WEBS Sheathed or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 9-9-15 oc bracing. T -Brace: 2 X 4 SYP No.3 - F-0, E -R, G -P Fasten T and I traces to narrow edge of web with 10d Common wire nails, gin o.c.,with 4in minimum end distance. Brace must cover 90% of web length. REACTIONS (b/size) V=273/20-2-8, L=273/20-2.8, Q-416/20-2-8, R=492/20-2-8, S=467/20-2-8, T=487/20.2-8, U=462/20-2-8, P=492/20-2-8, 0=467/20.2-8, N=487/20-2-8, M=462120-2-8 Max Holz V=717(load case 5) Max UpliftV=-529(1cad Case 5), L= 49(load case 6), R=-98(load case 6), S=149(load case 7), T=-182(ivad case 7), U=-650(oad case 8), P=-90(load case 5), 0=14g(oad case 8), N=-182(load case 8), M=-531(Wad case 5) Max GravV=749(load case 6), L=568(oad Case 5), Q=443(load case 8), R=738(load case 2), S-371(load case 2). T=705(Ioad case 2), Ui96(load case 2), P=738(load case 3), 0 371(load rase 3), N=705(Ioad case 3), M 896(load case 3) FORCES (b) - Maximum Compression/Maxlmum Tension TOP CHORD A -B=-364/294, B -C=-262/282, C-0=-228/287, D -E —215/348, E -F=2421437, F -G=-242/437, G -H=2151350, H -l=-228/218, 13=223/177, J -K=2571186, A -V=7031523, K-1=527/348 BOT CHORD U -V=-6341853, T -U=255/378, S -T=-255/378, R -S=-255/378, Q -R=-255/378, P -Q=255/378, O -P=2551378, N-0=-255/378, M -N=-255/378, L -M=-58/77 WEBS F-0=-40310, E -R=-658/139, DS=5911188, C -T=-822/227, B -U=-826/218, G -P'-858/131, H -0=-$91/188.1-N=-622)227. J -M=-628/218, A -U=471/648, K -M=3361513 NOTES 1) Wind: ASCE 7-02; 90mph; h=25ft: TCDL=5.0psf $COL=5.0psf, Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 3) TCLL: ASCE 7-98; PP -40.0 psf (flat roof snow); Exp C; Fully Exp. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (.e_ diagonal web). 8) Gable studs spaced at 2-0-0 oc. LOAD CASE(S) Standard Auu Ofitz0E606 A 7",.,wF!7Rr1 . 1/ aify FENs9 AICP7 0 Oen' 7°35 8F.7.: 613E, Design volid for use only w tin Mrrek connectors. This design Is based only upon parameters shown. o nd B for an tndivka c11 bUldng component. Appllcab®ty of deign parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stately during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/F11 Quality Criteria, OSB -89 and BCSI1 Building Component Safety Information avallable from Truss Plate Instttufe.5&3 D'Onofrio Drive, Madson,W153719. 7177 Greenback Lane Suite *109 Citrus Heights, Ce 95610 Y.+.' MiTek6 .]r 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 .11—e USA FAX (916) 6761909 TELEPHONE (916) 676 1900 Re: 9135 JOHN DOUGLAS The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Trus f ab , Inc . . Pages or sheets covered by this seal: R22308950 thru R22308951 My license renewal date for the state of Colorado is June 30, 2008. August 8,2006 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. RECEIVED JC [ 1 4 )'it' GARFIELr =:;ouNTY BUILDING & PLANNING v\(\ LY\c/k 1/0/A '‘Dt_A_s(an ')'6\-Pac--ve_ �v yv_ co,sq,e_ , t,(g)-1-7 - LAD -lam ccs L -� '' �S 15(-4 9,Y)-1 ce) INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued. "510 Zoned Area Permit No .& .i.7 AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use Cibl• Uhl Add s or Legal Description 01 “Cl • 1 V.CCI4. Owl) aS Contractor Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing - ;, - 6 -6- -6-05V Foundation . 7-6----6-6,/N4 Driveway Underground Plumbing M Insulation 3 210 7 Rough Plumbing A Drywall 41„.,1 3, Chimney & Vent i//f Electric Final (by Sta e r] / 4//4/' Gas Piping N Final 4/-3 -07 Electric Rou h (By Stale InspectGr-VIM Septic Final ,4)/e, Framing 1 /(�a d ,y (To include 6 LaceWindows and Doors ins ailed). Notes: ALL LISTED ITEMS MUST BE INSPECTED WHETHER INTERIOR OR EXTERIOR, AND APPROVED BEFORE COVERING - UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD Dateg'51.6(1) By I) a.r`. 7 IF PLACED OUTSID - COVER WITH CLEAR PLASTIC No. Job A dressr Owne Assessor's Parcel No a5`Q5 1- Ntc)— T t Date 's d cl BUILDING PERMIT CAR Contractor AddresslrY'& Phone #49 i'-3?)? Address Phone #9670 ILt Zoning Setbacks: Front Rear Soils Test Footing p eo(o. Foundation 7-6-c:26- Grout 06Grout Underground Plumbing Rough Plumbing ‘011.Puentw.e. Framing 3- - b'7 /Oro Insulation 3- t- c? 10-14& Roofing Drywall 1-13 f ort pt./ Gas Piping kier-0-0P R„,,j, /6. /6 EXTERIOR Address No Drainage Decks -support & clearance to wood Decks -stairs & rails Exterior locks Flashing around doors & windows Insect screens INTERIOR GARAGE Fire wall separation Service doors -1 3/4" min. Door (20 min.) w/auto closer -1 iia" min Mech. equip. 18" above floor No opening into sleeping area BASEMENT -CRAWL AREA Access Insulation Headroom/Stairs Ventilation RH INSPECTIONS NOTES LH Weatherproofing Mechanical Electrical Rough (State) 9- Electri I I al (State) Final/Checklis` ompleted?� Certificate Occupancy # 1\./ Date Septic System # Date Final Other !%L)' k\\� Srm.4424 (continue on back) FINAL CHECKLIST MECHANICAL ROOM STAIRWAYS Boller Headroom (6'8") Hol water Railing & guardrails F.A. gas/oil Width Floor drain Rise & run Clearance KITCHEN Air con. system Clearance above grill Hot water heater Exhaust fan Combustion air Broiler exhaust (1 hr. chase) Gas piping, valves BEDROOMS LPG Drain Egress FIREPLACE/STOVE Smoke detector Clearance to combustibles BATHROOMS Termination of chimney Exhaust fan Combustion air Shatterproof glass Hearth (12" or 20" on sides) OTHER Glass doors Certified by: REMARKS COUNTY OF GARFIELD - BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at C>/5Y9 . Permit No. 9$ 7g 1 have this day inspected th$ structure and these premises and found the following corrections needed: ci-v;47A mee/�O-fie 0,3,a,)‘ *cc2t, ac-ce-_ w / of ,e4vz .5&ee(i//e,‘. You are hereby notified that the above correction must be inspected before covering. When corrections have been made, call for inspection at 970-384-5003. Date /o - 9 _v � 20 Building Inspector Phone (970) 945-8212 Garfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. Q g7$ Job Address 0 J 4q lasaki 12_ Nature of Work Building Permitc l ` p�S I ^ is - tC`)c} Use of Building 4 ' adrC/rfr Owner ('� (.S,�( h fl Contractor of Amount of Permit $ 3L) TB Co CrPefLSLubuiu Date (LL Clerk c116)