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HomeMy WebLinkAboutApplication- PermitJob Addres Nature of Work Use of Building GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT a b tjq, d g 3 0 g r o t i 109 8th. Street, Suite 303 Glenwood Springs, CO 81501(970) 945-8212 No. 8580 c Building Permit L (") f I Owner r [ qq ContractorCtf LW) cm Amount of Permit$��) (i .6 5 Date Clerk AUG -16-2002 04:01P FROM:BLDGPLANGARCO 9703943470 TO:9P6254090 P:2/9 GARFIELD COUNTY BUILDING PERMIT APPLICATION OARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEPHONE: (970) 945-8212 ?EMIT IR[ -62-C1) 2-C1) TOE ADDRESS: i1 of 0iir .l ©.� Q rc fe �ccrac omr.. INSPECTION LINE: (970)38 5003 -; PARCELlsCHEIDULE NO5:9416757 k?-3t3g0 CI 1 7 8 WINO. BLOCK NO. IMHOF WaDaki ffialialzwErnii 00 watn 9 •"' suaramormsEurnoxifrozni,‘ty,�1� rye Viie 44eu93 3 6", / 17J Aroma e Ser/Lim C i s aS 80x 4,7,0LLOY 4,r 4Jt(god- 641-65',I6uctin: ,_ KeS e. (6) TD won 6).L // 140.4171.1.008.8 10 oratimmvpmar ['AaPOaFI 31. MAN VAWA7{mNOFNOur,:i AMMITEy VAt,4Allent 1 /L/b 3%o .fly NOTICE A SEPARATE E EOTRICAL PERMIT IS REQUIRED Alin 7HUSr BE ISSU8I1 81 THE SI'A78 OF COLORADO. THIS PERMIT BECOMES NULL ANSI VOD) IF WORK OR CONSTRUCTION AUTHORIZED LS NOT COQ WIEN 1E0 DAYS, ORIF CONSTRUCTION OR WORK 18 SUSEENDED OR ABANDONED FOR A PERIOD OF IBD DAYS AT ANY TIME AFTERWORIcIS COMMENCED. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED T1US APPLICATION AND KNOW TEIR SAW. TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVEISNINGIBIS TYPE OF WORK WILT, BE COMPLIED WITH WEIMER. SPECIFIED HEREIN OR NOT DIE CitiAN1ING OF A PER= DOES NOT PRESUME TO CAVE AU 1'1#ORI Y TO VIOLATE OR CANCEL TES PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR 'FHB PERFORMANCE OF OONSIR.UC TON, ASV ButZ4ImgDrgt. ' . ► . P1 Dapt. AFlm y PIAN cBECIC : -195 1 PERM/TEEM /22,3, 35 TOTAL FE$: 20/8 5'3 DATE PERMrr ISSUED: OCC: GROUP: CONST: TYPE: SETBACKS: ISM NO. &FEto�II- ATF PERMISSION IS IBBREBY GRANTED TO TELE AP1LicANT AS OWNER, CONTRACTOR AM]IOR r15 AGENT OF TEE CC}ZURACTOR Q2 OW SR -TO C[!!IE'T1IISCI TEE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBfl DTQ AND R2VLZWI3DBY TIS BIiILDR7GDEPARINOINT. INCONSIDERATION OFTEE ISSUANCE OF TIM PAF, TILE SIVA Emmy AGREES TO COMPLY WI}Ti AILBUILDINGCODPS Algtb LAID USE REOILATTOIIS ADOPTED BY OARF1HID COUN?Y PURS[I ' TO AUTHORITY GIVEN IN 30,2Y.201 CRS AS AHED. UTAS srmiER mama. AGFE&s THAT IF THE ABOVE SAID ORDINANCES ARB NOT FULLY COMPLIED WITTI INTUE LOCATION, ERI?CT1DFI, CONSTRUCTION AND USEOFTREABOVE DESCRIBED STRUCTURE, TELT PERM ITIviAYTT NERREVOKEDBYNOTICEPROM IDE COUNTY ANDTAAT-MEN AND THERE ]TSHALL BE0 1I ULL MED VOID. TILE ISSUANCE OF A PERMIT BASED UPON FLANS, SPECIFICATIONS AND 011182. DATA MALL NOT PRSVENE SOLE BUEDINQ OFFIMAE, FROM' IMP -AMR REQUIRING TBE CORRECTION OF DORS IN SAID FLANS, SPEc1pICATIONS AND OPFIER DATA OR SRO PREVENTING MILDEW W QPBRATIO1 BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OFTBIS CODE OR ANY OTHER ORDINANCE ORREGULATION OFTEN II.RUSDICTTON DIE REVIEW OF TOS SUBMITTED PLANS AND SIECIFTCATiONS ANIS INSPECTIONS CONDIICTRD TERIREAFTER DOES NOF CONSTriUII$ AN AncEvraycE OF ANY RESPONSIBITFfIEB OR LIABILITIES BY GARFIELD COUNTY FOR. ERRORS, OMISSIONS CB. DISCRHPANCLErS_ THE RESPONSIBILITY FOR THESE 1111818 AND IMPLEMENTATION I LINGCONSTRUCTION RESTS SPECIFICALLY WIIIITHE ARCHr1] CT, DESIGNER, BURDERA1VD OWNER. COMM/NTS ARE INTENDED TO i ?rruat.VA'TWE AND INSUPPORT OF THE OWNERS INTEREST. 6[Irfoimon3 IRERHBYACXQIOWLL4.1CRILIATIHIAVEREADANDUNAERSTAI DTI E AGREEMENTABOV1LIINITIAJ.] ro. rick 3fYl The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****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 occupant, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # ( Signature Bpcont082002 /O -3-o2 Date VALUATION/FEE DETERMINATION Applicant A Address 012i 106n6teeMA Ora it Date { , `1D. J 2, Finished (Livable Area): Main 111a5 Upper ) 1 Lower 743 Other Total Square Feet Valuation Subdivision /Y otu 4 f Cf (JuGL��� Lot/Block Lir' 1l ]a c Q., Contractor cvner Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation ) 47 w l 3 7 72, 0 Valuation Deck /Patios: Covered Valuation 32. Open Valuation 2e) Total Valuation 14) O4 �34Q Building Permit Fee 1223,3T Plan Review Fee /95 - )g Total BP &PR 20)e, 53 PLAN REVIEW CTHECKLIST Applicant at act 4 Building /Engineered Foundation /Driveway Permit y Surveyed Site Plan MA -Septic Permit and Setbacks `Grade/Topography 30% Plan review -File Notes / Attach Residential Plan. Review List i�niimum Application Questionnaire SSp utiszon Plat Notes N Fire Department Review ( -7 -Valuation Determination/Fees Red Line Plans/Stamps/Sticker �Attach Conditions OiSsiAipphcation Signe ✓Plan Reviewer To Sign Application ParceUSchedule GENERAL NOTES: Date /0- 30 - Di Pia nig/Zoning Property Line Setbacks Oft eam Setbacks Floo Building Height Zoning Sign -off Subdivision Plat Notes Road Impact Fees 6A/DRC Approval Grade/Topography 40% _ Planning Issues Garfield Couniy Road and Bridge Department October 3, 2002 Roman Garcia 0121 Ponderosa Circle, Lot 11, Block 12 Battlement Mesa, CO CC: Garfield County Building and Planning Department Dear Mr. Garcia This driveway is in the Battlement Subdivision, there fore does not require a driveway permit from Garfield County Road and Bridge. Garfield County Road and Bridge reserves the right to inspect the driveway upon completion. The homeowner shall contact Garfield County Road and Bridge upon completion of driveway. If you have any questions or problems, please feel free to contact me. (876-2348 Shop, Cell 618-6194) Sincerely, 046 9.‘ake Mall Foreman Garfield County Road and Bridge Department 902 Taughcnbaugh 1}lvd. Suite 305 Rifle, Ce. 51650 Phone:. moa -8601 Faxc 9;74-428r8627 RUG -I6-2002 04:02p PROM: BLOGPLANGARCO 9703843470 TO:9P6254096 P:5'9 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to ale. Plans roust include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roofmustbe designed to withstand a 40 pound per square footupto 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposureB, windload of 15 pounds per square foot, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structures) 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. Yes X 2> Does the site plan also include any other buildings on the property, setback easements and utility easements? Yes 3. Does the site plan include when applicable the location of the 1.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 >< 4. Does the site plan indicate the location and direction of the County or private road accessing the property? r Yes 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes 2 € -16-2002 04:02P FROM:BLO PLAHGARCO 9703843470 TO:9P6854890 P: 6/9 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces andzthe 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's and soffits? Yes 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind Toads? Yes 9, Does the plan include abuilding 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 rers 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 12. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing (undisturbed) grade contours? Yes (9, 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 IT EPA certification? Yes No 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes No 3 ACCs -1B-2002 04:03P FROM BL'DCPLF NGARCO 9703843470 TO: 9P6254090 P:7/9 16. Does the plan include a window schedule or other verification that windows provide natural light and vent'lation for all habitable rooms? Yes No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specisafety 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 X 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? If you do not have written permission. from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes No 21. Will this b 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 �c 23. Do you understand that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes j� No 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No 25. Does the plan accurately indicate what you intend to construct and what will receive a final inspection b the Garfield County Building Department? Yes No 4 RU0-16-2002 04:03P FRAM:011 DGPLf GRRCO 9703843470 4 70: 9P6,25409 1 P: 8f 9 26. Do you understand that approval for design and/or construction changes are required fir_ to the applicati n of these changes? Yes No 27. 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 28. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoons. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. Yes ` No 29. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes No 30. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the project complying with the Uniform Building Code? Yes >( No 31. Are you aware that prior to issuance of abuilding permit 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 _ 32. Do you understand that you will be required to lure 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 tune of applicable inspection. Yes No 5 r AUCs -16-2002 04:04P FROM: B!_DGPL 1NGARCQ 9703843470 TO:9P6254090 P:9'9 33. 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 issuance of a building ermit? Your attention in this is appreciated. Yes No Z hereby acknowledge that 1 have read, understand and answered these questions to the best of my ability. Signature Date Phone: � -/('6P T(days); Project Name: i‘ACtAIN. cikrc l C\ Project Address: 0 / 21 /9014 rOScA, C ire- I& /, j o-gY"✓efril"fi3/4,SDL Notes: /a —5-- dz 6 _ X:26..,(/ (evenings) If you have answered "No" on any of the questions, you may be required to provide this information at the ilequezt of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. if it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position forreview, delay in issuance of the permit or delay in proceeding with construction. bpminreq 08!2002 6 BATTLEMENT MESA SERVICE ASSOCIATION ARCHITECTURAL COMMITTEE APPLICATION & CHECKLIST (for New Home Construction projects) Homeowner: _Roman Garcia_ Home Mailing Address: _543 Wamsley Way, Rifle, CO 81650_ Home Phone: _970-625-2385 Work Phone (if desired): 970-948-1464 Project Address: 0121 Ponderosa Circle_ Lot: _11_ Block: _12_ Subdivision: Monaent Creek Village Production Home Plan Name (if applicable): Nelson Homes "Clinton"'�j"'� �mi,` • '" , Homebuilder: _Davis Custom Trim_ Business Mailing Address: Business Phone: _970-625-9554_ GO LI Fax (if desired): /30/02 Estimated Start Date: 09/15/02_ SUBMITTAL REQUIREMENTS: Two Copies each of items 1, 2 & 4 need to be submitted. (Check -off items attached to the Application. Fill in spaces as indicated.) X 1. Site Plan Drawing (1" = 10' or 1" = 20' scale) with the following information shown: Lot, Block & Subdivision name. _X Street Address of Project, Building Setback Lines (also fill-in the shortest distance between property line to the exterior wall closest to that property line). Please be aware that all Building Setback Lines are taken from your Property Line Pins!! Your Property Line is NOT the Curb Line}! Dwelling Unit Garage Front Setback: 45' 30 Left Side Setback: 12'-6" 18' Right Side Setback: 13'-6" nla Rear Setback: 39' n/a _X Utility Easements. _n/a 55' Clear Site -Line at Intersection Corner Lots. _X� Site Grading Elevations & Drainage. _X_ First (main) Floor Height in relation to top of street curb at front -center of lot. _X Driveways (including width of driveway), Walkways, Patios, etc. ala Outbuildings. Page 2 of 6 F 4 X 2. Architectural Drawings (1/4" w 1' or 1/8" r 1' scale). X_ Floor Plan(s) with overall dimensions. First Floor Finished Living Area: Second Floor Finished Living Area: Lower Floor Finished Living Area: Total Finished Living Area: 1,165 square feet nla square feet 786 square feet 1,951 square feet Total Unfinished Living Area: nta square feet Garage Area: 408 square feet X Building Elevations Plans indicating doors, windows, exterior materials, building height, T roof pitch, roof -mounted evaporative coolers, etc. (fill-in maximum height below). _nla Maximum building height to highest ridge line or building structural projection 22'-5" above top of street curb at front -center of your lot. Engineered (stamped) Foundation Plan ngt e to 1 u dat cyn "l ti wbe 44`_111 i.b l f 111 Outbuildings indicating dimensions, elevations and overall height to ridge line. X 3. Exterior Materials (fill-in the selections below) 0t-,$410 e c1ar a ex141 lad r0snNO i e _X nla X X� Roofing Material: _25 -year 3 b s Primary Siding Material: Accent Siding Material: Trim Material: nle f Color: Cedar Blend C ec, e e 4.r Color: i6erhY54^jjo1or:. � Color: Masonry Material: t i"Y�r a l�=r`vcoi"4K Color: Stucco Materials: nla Front Door Material: Insulated Steel Garage Door Material: Insulated Steel 011D_ Body Accent COLOR SAMPLE COLOR SAMPLE Page 3 of 6 Color: Color: Color: _Renwick Olive Renwick Golden Oak _Rookwood Dark Brown nla Renwick Golden Oak Renwick Golden Oak Trim COLOR SAMPLE X 4. Landscape/Irrigation Plans with the following information: _X_ Planting Plan (indicate areas of irrigated lawn, tree placement, shrub beds, ground cover, etc.). X_ Plant Material listing by species of trees, shrubs and grasses. X_ Groundcover Material with weed control barrier. _X_ Fences. X_ Other Landscape Improvements (decks, site lighting, flag poles, etc.). _n/a_ 5. Variance Request (if applicable) Give details below: 6. Residential Construction Monetary Deposit: eposit to p .con i irrer t with lha cortstruct � 0 h2: I/We hereby acknowledge and understand that our failure to complete Home Construction, Improvement Projects or Landscaping Construction within the time constraints noted in Conditions 2. & 3. On Page 6 of this Application will result in a Notice and Opportunity for a Hearing before the BMSA Board of Directors. If I/We are found in violation of these Conditions at the Hearing it will result in a tine to the Owner of not less than $500.00 per month for each full month in excess of the allotted completion time frame. IIWe hereby acknowledge that Home Construction or Improvement Projects or Landscape Construction features which are built in non-conformance with this full application, including the Conditions of Approval noted on Page 6 of 6 herein, I/We will be cited by the BMSA/AC in written citation form at the time of discovery. In extenuating circumstances a Variance may be requested from the BMSA/AC, provided such Variance request item is within the purview and approval jurisdiction of the BMSA/AC. If a Variance is not granted by the BMSA/AC and if the Non -Conforming Items are not corrected within 60 days after the date of written citation, I/We will be served Notice of a Hearing before the BMSA Board of Directors, and if I/We are found in violation of these Non -Conforming Items at the Hearing I/We will be fined a minimum of $500.00 per Non -Conforming Item. Notwithstanding the foregoing, I/We acknowledge that the BMSA Board of Directors and/or Architectural Committee may pursue any legal remedy available in the event of a non-compliance. Page 4 of 6 e Failure to pay fines levied as determined at the Hearing may also result in a Lien being placed on your Property or litigation Process initiated by the BMSA Board of Directors to secure conformance with this full Application and its respective Conditions Of Approval. UWe understand that Architectural Committee approval does not constitute approval of the local building department, drainage design or structural soundness, nor does it constitute assurance that the plans comply with all applicable codes, regulations, ordinances and laws. 1/We further acknowledge that any subsequent field changes which I/We may desire to the Home Construction or Improvement Projects of this original Application Submittal and the original Conditions of Approval issued by the BMSAJAC will require an additional Revised Application Submittal on our behalf, and that I/We will not proceed with any subsequent field changes until a Revised Conditions of Approval have been issued to us by the BMSA/AC. Owner's Signature(s): Owner's Printed Names: Builder's Signature: Builders Printed Name: 7 Roman Garcia Davis Custom Trim_ Page 5 of 6 Date: „rim/5 -0a Date: v This portion of the Application Form is to be completed by the Architectural Committee (not the Applicant). CONDITIONS OF APPROVAL or DISAPPROVAL 1. No sitework or building construction inay proceed on any Lot (including no preliminary site clearing, grubbing, grade alteration, storing ofmaterial, foundation excavation, extension of underground utilities, etc.) until the Project has received a Project approval from the Architectural Committee and has been issued a Building Permit (as required by Garfield County for new home or Renovation projects). 2. All general building and site improvernents construction for. any Project shall be completed and shall have issued a Certificate of Occupancy from the Garfield County Building Department no later than one (.) year after the issuance date of this Architectural Committee Aooroval. 3. The complete landscaping and revegetation ofthe improved Lot, to specifically include the front, side and rear yard areas, shall be completed no later than six (6) months from the date of the Certificate of Occupancy. 4. If the selection of colors and /or landscaping plans are not included with this application they must be submitted for approval before any action is taken to install the missing items. 6. 7. Application Approval (Initials of Asch e ral Committee Members): By: Application Ap By Chairman.: ►ru on to the above conditions: Application Denied (Initials of Architectural Committee Members): By: Date: /8AZ/�7Z___- Application Denied for reason(s) stated above: By Chairman: Date: Page 6 of 6 10-30-02; 4:57PM;Ne€son Homes t FAx TRANSMISSION From: Randy Rayson, Senior Draftsman Phone: (780)871-6283 Fax: (750) 871-6286 Emasl. randyren/c.ca bate; 30 -Oct -02 Attention: Andy Schwaller Company: Garfield County Building Department Message: Andy, ;780 871 6411 # 1/ 6 reilire(sou r Box 620 5027.+44TH STREET LLOYDMINSTER, ALBERTA, CANADA S9V 0Y8 RECEIVED Fax Number: 970-384-3470 Number of pages: 6 OCT - U 2002 GARFIELD COUNTY BUILDING & PLANNING Roman Garcia asked me to fax you this revised beam report from Western Archrib, our engineered beam supplier. The engineered garage door header was missed on the original report. This report properly identifies the engineered beams required for this home, and where the beams belong. Please contact me if you have any questions. Regards, Randy Rayson Senior Draftsman International/U.S,A. Division Nelson Homes If You Do Not Receive All Pages Please Call: Randy Rayson - 780 871 6283 10-30-02; •4:57PM;Neison Homes t + 0YEAfIS western archrib J.structural wood systems October 30, 2002 To: Nelson Homes — Tech Services Attn: Curtis Brown Re: Garcia - HBN Clinton 111104H Battlement Mesa, Colorado Message: ;780 873 84n # 2/ 8 The sizes shown below, based on the drawings submitted to us, have been designed according to the following loads. Design snow load= 40 psf Roof dead load= 15 psf Floor live load= Floor dead load= 40 psf 15 psf B1) 2ply 14"WSL B2) 5 1/8" K 14" Westlam 1JC 133) 2 ply 11 7/8" WSL All sizes shown are minimum sizes only. Please call if you have any questions or concerns. Trevor Watt Technical Sales Representative cc. Ralph @ Nclson Lloydrahistcr 10-30-02; 4.57PM;Ne!son Homes ;760 671 6411 # 3/ 6 4.4 a� i CS 3 Q $Z. CS t 1 a •.11 tts w AR FXI RLr,la,t,,,.N11111111p11119,144Ihi1.t.: H1:1i w 1 Y3 t-'!� {$ 1 141 ratY ,c kms:46 7-6 6.1 r 1 8War� Al 1.1 2 I; Er-) r Ir MOM MO RQ D. 1700 00! "27 7I1W4 d119 h41001. 'tm .9•.02 IMM 'rm .Y..S b ITALL1011100.1 10.7DY2 e l 1a z 10-30-02, 4:57PM,N1eison Homes 4 0 + t WESTERN ARCHRIB ;780 871 6411 # 4/ 6 W2. TLAM SOLVER 3 v3.5.1 20 Sep 2002 [Pile it] (Mark 01 bl (Job Description] (Registered laser] Western Archrib PRODUCT SELECTED B1;AMy 2 ply 1.563 x 14.000 WSL Spruce -Pine 0 9.192 lbs/ft BEAM DESIGN SUMMARY Allowable Ratio Factored loads (Nfj: 5.42 (Vr): 20.67 kips 0.262 Factored moment (Mf+): 14.86 (Nr+): 27.59 kips -ft 0.538 Beam deflection (LL}: L/689 (LL]: L/360 0.522 Beam deflection (TL): L/379 (TL): L/240 0.632 SPECIFIED LOADS APPLIED + + + I 1 TYPE f LOAD INTENSITY f LOCATION 1 +---DEAD LOAD ---+---SNOW LOAD---4-USE/OCC. LOAD-+ I start end 1 start end 1 start end f start end 1 + +--- + + + 1 UDL j 75,a 75.0 j 200,0 200.0 i 1 0.000 9.500 UDL , 80.0 90.0 ( J 0.000 9.500 1 UDL 1 10,0 10.0 1 27.0 27.0 1 0.000 9.500 j + 4 - ----------+ + + 4 NOTE; start and end are referenced from left end of beam diagram. Point loads are in lbs; others in lbs/ft. BEAM DIAGRAM 0 20.00 ft 1---20,00---1 ft D 1.61 0,58 kips L 2.47 0.77 kips T 4.08 1.35 kips B 1.8 0.6 in d 1.29 0.416 kips 1. 1.64 0.51 kips u 2.93 0.98 kips Factored reactions: D=dead, L=live, T=total, t1=uplift. B=bearing length Unfactored reactions: d 1 t u: BERM DESIGN CONDITIONS for LIMIT STATES DESIGN Load sharing: No Notches: none Service: Dry Treatment: None Lateral Support Top: Continuous Lateral Support Bottom: None DESIGN NOTES 1. Hearing lengths shown assume full width bearing aor the selected product 2, Provide lateral support at points ok bearing. 3. Do not notch beams at interior supports or at supports under cantilevers. 4, Loads must be applied to the top edge and across the full width of all Tales in the beam. For WSL depths up to 301 -mm (11-7/8") fasten individual plies together with a minimum of 2 rows of 89 -mm (3.5") long common nails. Por 356 -mm (14°) deep WSL, use 3 rows of 89 -mm long common nails. Space nails at 305 -mm (12'] Q.C. in each row, 5. For loads hung off the side of the beam, contact Western Archrib for member capacities and fastening requirements. 6. Do not use these results for floor joists designed in accordance with Part 9 of the 1S CC. vibration requirements are not checked. 0-30-02; 4:57PM; eison Homes - ] j WESTERN A42CHRIB WESTLAM SOLVER 3 V3.5.1 ;780 671 6411 # 5/ 6 20 Sep 2002 (File #) (Mark #) b1 (Job Description} (Registered User) Western Archrib PRODUCT SELECTED 13SAM5.125 x 14.000 Wectlam-IJC Spruce -Fine 0 14.936 lbs/€t BEAM DESIGN SUMMARY Factored loads (NE): Factored moment 04f+): Beam deflection (LL): Beam deflectL A (TL): 12.15 30.72 L/427 1,/273 Allowable (yr): 34.77 kipn (Mr+): 45.86 kips -ft (LL): L/360 (TL): L/240 Ratio 0.357. 0.670 0.843 0.879 SPECIFIED LOADS APPLIED 1 TYPE I LOAD INTENSITY 1 LOCATION J +---DEAD LOAD ---+---SNOW LOAD---+-USE/OCC. LOAD-+ 1 1 1 stmt end 1 stmt end 1 start end 1 start end 1 + t------ +- ---+ - + -r-+ I UDL I 75.0 75.0 200.0 200.0 I 1 9.500 20.000 ! 1 UDL 90.0 90,0 240.0 240.0 1 1 0.000 9.500 1 UDL 1 80.0 80.0 1 0.000 9.500 ) 1 UDI, j 45.0 45.0 120,0 120,0 0.000 9.500 1 4 + 1- - _.___ _ _-+ + + NOTE: Start and end are referenced from left and of beam diagram, Point loads are in lbs; others in lbs/ft. BEAM DIAGRAM 0 20.00 ft 1--20.00---1 ft 17 2,39 1.52 kips 5 4.74 3.54 kips T 7.13 5.06 kips B 1.8 1.3 in d 1.91 1.22 kips 1 3.16 2.36 kips t 5.07 3.58 kips Factored reactions: D=dead, L=1ive, Unfactared reactions: d 1 T=total, U=up3.1ft. t u. B. -bearing length BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN Load sharing: No Natche0: none Service: Dry Treatment: None Lateral Support Top: Continuous Lateral Support Bottom: None DESIGN NOTES 1. Bearing lengths shown assume full width bearing for the selected product 2. Provide lateral support at points of bearing. 3. Do not notch beams at j,ntexiox supports or at supports under cantilevers. 10.30-02; 4:57PM;Nelson Homes 4 k ► WESTERN ARCHRIB ;780 87i 6411 # 6/ 6 WESTLRM SOLVER 3 V3.5.1 30 Oet 2002 (File 8] [Mark ti) B3 (Job Description) (Registered User] Western Archrib PRODUCT SELECTED BEAM> 2 ply 1.563 x 11.575 WSL Spruce -Pine @ 7.771 lbs/ft BEAN DESIGN SUMMARY Allowable Ratio Factored loads (Wf): 6.76 (Vr): 23.27 kips 0.290 Factored moment (Mf+); 14.15 (Mr+): 19.73 kips -ft 0.717 Beam deflection (LW: L/370 (LL): L/360 0.972 Seam deflection (TL): L/261 (TL): L/240 0.917 SPECIFIED LOADS APPLIED + +--__ +---r-- 1 1 TYPE 1 LOAD INTENSITY 1 LOCATION 1 1 4 ---DEAD LOAD---4---SNOW LOAD---+-USE/OCC. LOAD-+ 1 1 start end I start end I start end 1 start end 1 f-t _}_ +.r_-,. , --+ + 1 UDI, 1 75.0 75.0 I 200,0 200.0 I I 0.000 16.754 I + + + + + + NOTE: Start and end are referenced from left end of beam diagram. Point loads are in lbs; others in lbs/ft. BEAM DIAGRAM 0 16.75 ft I--16.75---1 ft D 0.07 0,07 kips L 2.51 2.51 kips T 3.38 3,38 kips B 1.5 1.5 in d 0.69 0.69 kips 1 1.67 1,67 kips t 2.37 2.37 kips Factored reactions: n=dead, L=live, T=total, U -uplift. B.bearing length Unfactored reactions: d 1 1 v, BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN Load sharing: No Notches: none Service: Dry Treatment: None Lateral support Top: Continuous Lateral Support Bottom: None DESIGN NOTES 1. Bearing lengths shown assume full width bearing for the :,elected product 2, Provide lateral support at points of bearing. 3. Do not notch beams at interior supports or at supports under cantilevers. 4. Loads must be applied to the to edge and across the full width of all plies in the beam. For WSL depths up to 301 -mm (11-7/5") fasten individual plies together with a minimum of 2 rows of 59 -mm (3.5") long common, mils_ For 356 -mm (14") deep WSL, use 3 rows of 89 -mm long common nails. Space nails at 3Q5 -mm (12") a.c. in each row. 5. Far loads hung off the side of the beam, contact Western Archrib far member capacitiea and fastening requirements. 6.. Do not use these results for floor joists designed in accordance with Part 9 of the NBCC. Vibration requirements are not checked. O O O V N N 0r 0 0) 0 0) a) 0 �. oa a) CO N 135 co 0 H w 2 1a W 02 w CC LL 0 z 0 U CORRECTION NOTICE Q Job located ♦4 Permit No. A 0 0. 0 U 0 C1) .-Eci. 0 041 ca. Qj C C a W A 6\ E �. Q o "o- p. L 0 ` l i N 0)L) p a] to 1 c IS �a, '0 O, d 0 o 0 46� 1 w (1) 11.0 >1M ma0 03 a N 0 !a -4 -::Nt- 13 as NCO 0 -. 0 . • 0 la M} O . 0 0 •C O ! v -a a An o c o to c cl vi 401 X';k 01 C 1 v c ... NE 0 'a N N _� o c v ci�ao "E '§. vca i7 °) acutic o •e O t�wo 0 i i as E r. C t w 0 442 Qta Cel (3 IllicVc 6 0 CI) •C io 73c RC Z I g --sP' .0 4.1 oE � O = co ro a+ n c w P. ID i o a a } o U mc � When correction(s) have been made, call for inspection at 970-384-5003. Phone 945-8212 Phone (970) 945-8212 BUILDING PERMIT GARFIELD COUNTY, COLORADO Date issued. �k.t::':.r::..Zoneti Area Permit No.......... 6 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. 1. Use4,11 Add ss or rLLegal Des` 'pt n ICL% 4 Contractor (Nailer Setbacks Efont Side Side Rear Owner This Card Must Be -Posted So Itis Plainly Visible From The Street. trail -Final Inspection. INSPECTION RECORD Footing a- j . ,r"/Y -/ Foundation/z--/3�.UZ1c.r1/Li t //2 "d -'0z• kmL h -1' --- Underground Plumbing 05/62, ,t. / Insulation 6-13 -C)3 -y ' Rough Plumbing -. jg -D3 igylrk, Drywall b.. a q'"cs jam Chimney & Vent 6-- , _ p 5 pn IL d 0a c` Gas Piping 4.r is:, 0.5 I-4 Final ff_Ile..f 3 10-,✓( S /t4 3 Septic Final A)4. Framing 5 ' O --v 3 pv„,,,, (To include Roof in place and Windows and Doors installed). Notes: 1 ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WIIETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVED IF PLACED OUTSIDE - CO jak R WITH CLEAR PLASTIC