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Home My WebLink AboutApplication- PermitJob Address o7 Nature of Work GARFIELD COUNTY BUILDING, SANITATION and. PLANNING DEPARTMENT 109 8th, Street, Suite 303 Glenwood Spring, CO 81601(970) 945-8212 Building Pete. Use of Building f .' J._._,� l+ /1 1' Owner [ i t Conractor� No. 8641 (gs -- P-21 -- t 0 (p } _ ��y� bap • Amount of Permit$ Date 3-10--n- kZ)iL Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO �/ [ INSPECTION LINE: (970)384 5003: PERMIT NO. gL \ PARCEL/SCHEDTTLE NO.0jR5--agIa"d* '"CkifTitt) jAN TELEPHONE: (970) 945-8212 rO.B ADDRESS: 4. 1 LOT NO, 2 3 4 OWNER BLOCK NO. AZ)L'/-& CONTPA-cam 5 SUBDIVISION/EiIEMPTION momr_rt ))es c 1 f ht 5"T OFB7DINU ADDRE93A0,q . `S:2 Ab.iboa ADDilE9S ,/� ff jj /( ( z// (-Lyes- Sq. ��s . est Sq. FT. OPLOT TIC NC: BEIGFrr NO. OFFLOORS 6 198 OFBIQ.DINa 7 DPPCEE9F. WORK: 8 CLASS OF WORK: kriuL 11-t7p_e„A dace%. 1: /4701/14, A) / !/!✓!A r p.) AD 717 G /f<74t, i CHEW 'Mar WOVE 011124OVE 9 nABA08: 10 f DRNEWA PERMrT oDDUBLE CARPORT: o8INOLE IlAWATIONOFWDE1:9 {QKdrE'nEWAGE DIPP MAL {SPP•r[Cj ADI118TFA VALUATIONA smut OMI. :u`'�' o xo dpi 9C NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 184 DAYS, OR IF CONSTRUCTION OR. WORK I3 SUSPENDED OR ABANDONED FORA PERIOD OF 130 DAYS AT ANY TIME AFTEIRWOR'K IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAAETED THIS APPLICATION AND KNOW TIME SAMVfE TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH 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 /CONS ' UCTION { 01 or authorized a7-43 thavingmad uildingDept. A. sa ate jirA Alp Dept. Appr... s PLAN CHECKF: PERMIT FEE: /Oz7.355 TOTAL FEE: / 69.5, /3 DATE PERMIT ISSUED: OCC: GROUP: CONST: TYPE: y� u ZONING: SETBACKS: HOME: AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR TOE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE DETAILED ON FLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDINGDEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FUI COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FR THE COUNTY AND THAT THEN AND THERE 1T SHALL BECOMENULLAND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING I CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN VIOLATION OEMS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION IS NO. & THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF A RESPONSIBILITIES ORI/ABILITIES BY GARFIELD COt3NTY FOR ERRORS, OMISSIONS OR DISCREPANCIES.. nib RESPONSIBILITY FOR THESII HENS ANI) IMPLEViENTATI DURING CONSTRII411ON RESTS SPECIFICALLY WII71THE ARCHITECT, DESIC'NER, BUILDER AND OWNER. COMMENTS ARE IN£ENDEDT BE- ON ggSRRR VATIVE AND IN SUPPC OF 11115 OWNERS INTEREST: Gadoim.aO3 1ThTR'rAT 1 I_ THEREBY ACKNOWLEDGE THAT IHAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. 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 occupanc us d the issuance of a Certificate of Occupancy for the dwelling under building permit # Signature Bpcont082002 ate VALUATION/FEE DETERMINATION Applicants Subdivision Address 0 n t LotBIock Date -'1- aS Contractor D S C✓ Finished (Livable Area): Main . 'o g 24 40.1 Upper /3 02 , F 67 Lower Other Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation • Decks/Patios: Covered Valuation Open Valuation .g 1 1z,•. 9, 618 tiolz Total Valuation )p.50110(6 Building Permit Fee 271. a Plan Review Fee 1A1.°1A Total BP & PR i 1p9 S' M 6 7.Orec QPM wu i Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. Yes 2. Does the site plan also include any other buildings on the property, setback easements and utility easeme Yes t.— '� 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 propprfies), streams or water courses? Yes 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 uniform building code or per stamped engineered design? Yes 2 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the arances required between wood and earth? Yes 1/ 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and so fits? 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,,h ads? 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 raft dor joists or trusses? Yes 1/ 11. Does the building se tion drawing or other detail include the method of positive connection of all columns ad'beams? Yes t/ 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 (undistur ed)- grade contours? Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model d Colorado Phase II certifications or phase II EPA certification? Yes No 14. Does the plan include -masonry fireplace including a fireplace section indicating design to comply with the rtiform Building Code Chapter 37? Yes 1 No 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes ] / No 3 16. Does the plan incld'e a window schedule or other verification that windows provide natural light and venti ation for all habitable rooms? Yes No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety g1' zing for these areas? Yes No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on th Ian? 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? 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 co ` ittee deny or reject your building plans? Yes No 21. Will this be the on y'residential structure on the parcel? Yes// No If no -Explain: } c rfipl 22. Have two (2ete sets of construction drawings been submitted with the application? Yes 23. Do you underst d that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes ;" No 24. Have you designed or had this plan designed while considering building and other construction e de requirements? Yes No 25. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by}G Garfield County Building Department? Yes V No 4 26. Do you understand that approval for design and/or construction changes are required prior to the application o 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 "Ro &Impact" or "Septic System" fees required, at the time you pick up your building pe r9 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 t 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 . d occupancy of the building? Yes No 30. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", "Ge erral Contractor", "Contractor" or otherwise, is the party responsible for the project com ling with the Uniform Building Code? Yes t No 31. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit/or obtain a statement from the Garfield County Road & Bridge Department stating r is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes r No 32. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perfo installations and hookups, unless you as the homeowner are performing the wor The license number of the person performing the work will be required at time o pplicable inspection. Yes No 5 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 permit? Y6ur attention in this is appreciated. Yes No 1 hereby acknowledge that 1 have read, understand and answered these questions to the best of my ability,,, /PIA .9003 r Signature A"-71' Phone: q I/ 5~ f 2. `� (days); Project Name: / I(A I 0 Project Address: ( /7 4(( Notes: C. -02-.5 (evenings) If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpminreq 08/2002 6 Date: 1-13-03 To: Building & Planning Froth: Doug Thoe Re: Driveway permit exemption For: Anita M. Kline (Owner) • P.O. Box 852 Glenwood Springs, CO 81601 970-945-8295 Garfield County Road and Bridge, District 1 7300 Hwy 82, Glenwood Springs, CO 81601 970-945-1223 ph. 945-1318 FAX DS Construction (Contractor) Don Suazo P.O. Box 2344 Glenwood Springs, CO 81602 970-876-5565 office & fitx 970-876-0235 lun Location: Parcel #2185-281-00-006, on Three Mile Road, (CR 127). Scope of Work: Obtain building permit for addition to existing home. Road and Bridge Concerns: This property has an existing driveway, and the building improvements do not constitute a change of use, therefore Garfield County Road & Bridge waives the requirement for a driveway permit or improvements. PLAN REVIEW CHECKLIST Applicant 0 Date -7— b3 Building jdr A Engineered Foundation Driveway Permit i.. -Surveyed Site Plan Vc'Septic Permrt and Setbacks ----oracle/Topography 30% mit, Plan review -Pile Notes Attach Residential Plan Review List Minimum Application Questionnaire a Subdivision Plat Notes ileg Fire Department Review "Valuation Determination/Fees Red Line Plans/Stamps/Sticker ki A , Attach Conditions Application Signed °Plan Reviewer To Sign Application L./1<arcel/Schedule No. j,4. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Subdivision Plat Notes Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Lo Q 0 0 CO CO Eg CD • Com... Lry I 1 Cµ N - n g CJI o -.7- a K . Oo Ol ro 0 cone 0 I 0 LCD (1) C) 31 -6 -0 1 2-0-0 1 9--0-0 1 r 0I £00[2 QOOMNTIO I 1 EFF 'OMT OV±ISfDLL £E2E i'96 OL6p EZ=9T ZQ/LZ/ZT 12/27/02 16:24 T2970 984 3533 TRUSFAB INC. 4-4-> BMC GLENWOOD Lj004 Job ' 9690 • Trues A Truss Type SCISSORS qty 21 Ply 1 (optional) _ Trusfab inc., NEW CASTLE, CO, 81647 4.201 SR1 s Sep 13 2000 MiTek Industries, Inc. Fri Dec 27 09:32:13 2002 Page 1 1-a f)} 6-10-11 11-1-8 15-9-0 i 20-4-8 I 24-7-5 1 31.6-0 OLL,ZIA { 1-6-0 6-10-11 4-2-13 1 4-7-8 4-7-8 4-2-13 6-10-11 , 1-6-0 Scale; 3116'-1' Camber= 1/21n • 5x10 11 6.00 F1F P 3x6 i 5x6 3x4 -.1"- l'"':'3x6 E - , • � G ic 5x6 H 3x4. ! oommorig ��O 10x10 = M r7 7x15 M1116: ---•7x15 MIf16� p 4.00 12 L eil o A 2x4 11 2x4 11 K 1a 7x17.5MII16� „ 7x17.5 MI116� 11-1-8 , ° 15-9-0 , 20-4-8 , 24-7-5 , 31-6-0 i ---i6-10.11 i 1 1.6-0 31-6-0 1-6-0 Plate Offsets (X,Y}: jB:0-6-12.0-3-81.rJ:0-6-12,0-3,88 :0-7-4,0-5-4 0:0-7-4.0-5-4 LOADING (psf) SPACING 2-0-0 GSI DEFL in (Ioc) 1/dell PLATES . GRIP TCLL 40.0 Plates increase 1.00 7C 0.65 Vert(LL) -0.93 N }402 MI120 169/123 TCDL 10,0 Lumber Increase 1.00 BC 0.98 Vert(TL) -1,39 N }266 MI116 109/70 BCLL 0.0 • Rep Stress liter YES WB 0.65 Hor2(TL) 1,18 J nla $CDL 10.0 Coda USC/ANSI95 1st LC LL Min Udell =240 Weight, 153 Ib LUMBER BRACING _- TOP CHORD 2 X 6 SPF -S 1650F 1.5E TOP CHORD Sheathed or 2-3-9 oc purlins. BOT CHORD 2 X 6 SPF -S 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 9-5.12 oc bracing. WEBS 2 X 4 WW Stud 'Except* WEBS 1 Raw at midpt E -N, G -N W1 2 X 4 SPF -S 2100F1 .8E REACTIONS (lb/size) 13=2046/0-5-8, J=204610-5.8 Max Horz B=339(lead case 6) Max UpliftB-398(load case 7), J=-398(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD A -B=32, B -C--8276, C -D=-7204, D -E=-7204, E -FII -5748, F G-5748, G -1-i=-7204, I.1 -1=-7204.1-J=-8276, J -K 32 BOT CHORD B -P=7696, O -P=7696, N-0=6806, M -N=6806, L•M=7896, J -L=7696 - WEBS F -N=4679, C -P=110, E-0=350, G -M350, I -L=110, C -O.1-658, E -N=1323, 0 -N= -1323,1-W-668 NOTES 1) Thls truss has been designed for the wind loads generaled by 85 mph winds al 25 f1 above ground level, using 5.0 psf lop ohord dead load and 5.0 psf bottom chord dead load,100 mi from hurricane oceanlirte, en an occupancy category 1, condition) enclosed building, of dimensions 100 ft by 10011 with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind, The lumber DOL increase is 1.33, and the plate grip Increase is 1.33 2) Design load is based on 40.0 psf specified roof snow toad. 3) Unbalanced snow loads have been considered for this design. (UBC section 1636.2) 4) Special provisions shall be made by the building designer to allow for 0.78in of horizontal movement due to live load and 1,181n due to . total (cad. 6) All plates are M1120 plates unless otherwise indicated, 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads par Table No. 16-B, U8C-94, ?) Bearing at joint(s) 8, J considers parallel to grain value using ANSI!TPI 1-1995 angle to grain formula. Building designer should Verify capacity of bearing surface. 8) Provide mechanical eonneclton (by others) of truss to bearing plate capable of withstanding 398 Ib uplift at joint 6 and 398 Ib uplift at joint J. 9) This truss has been designed with ANSI/TAI 1-1995 criteria. , LOAD CASES) Standard' February 4, 2002 Garfield County Building and Planning 109 8th Street Glenwood Springs, Colorado 81601 To Whom This May Concern: EIVZ FEB ,!11103 Q4RFIELD COUNTY BUILDING 8 PLANNING I a`tn abandoning the oldest of the two kitchens, being the kitchen in the east side of the residence. Sincerely, \;A):1L-'1 Anita Moulton P.Q. Box 852 Glenwood Springs, Colorado 81602 u, *sort er'd 614 z.V Ftmit 11 970 963 0135 2003-07-27 14:44:19 -0700 MaggertgAssnciates p. 1/2 Maggert & Associates, Inc. 580 Main Street, Suite 3005 Carbondale, Colorado • 81623-2035 February 26, 2003 Mr. Don Suazo Don Suazo Construction Post Office Box 2344 Glenwood Springs, Colorado 81602 Re: Moulton Residence Addition 0741 127 Road Glenwood Springs, Colorado 76 41 Structural Engineers (970) 963-9643 • Fax (970) 963-0135 we w.MaggertEngineers.eom CEJVED Pcn 2 7 2Q03 GARFIELD COUNTY WILDING & PLANNING Dear Don: On Friday, February 21, 2003, at your request, I met with you at our Carbondale office. The purpose of this meeting was for building department issues that developed during construction of the remodel mentioned above. Plans made available and reviewed along with you, were prepared by Charles Schwab Architects, 803-C Horizon Court, Bettendorf, Iowa, dated November 1, 2002. We were also provided with a sketch of a concrete grade beam section provided by you that would occur at the existing exterior (south) wall. Items specifically checked: 1. Exterior (south 2. Floor jo ide concrete grade beam section. at the new proposed second floor encompassing the great room area, mas • bedroom, master bath and closet areas. roposed deck footings. Recommendations: 1. The concrete grade beam as shown in your sketch should be located below frost. The minimum frost requirement for the Glenwood Springs area is 36" from grade to bottom of footing or grade beam. Reinforcing steel shall be #4 grade 60. Horizontal reinforcing shall be 2 bars equally spaced at the top, middle and lower portions of the wall (6 total). Vertical #4's shall be placed at 16" and tied to each of the horizontal steel pieces. Bearing capacity of the soil was assumed to be 2000 psf. 2. Joists were said to be doubled up in north side floor system, this item was checked and meets code compliance. 3. Deck footing pads shall be a minimum of 2'-0" square by 12" deep. Place 3 - #4's each way, 3" clear at the bottom of footing. A 10" diameter pier should be placed and tied to the footing with 4 - #4 dowels out of the footing with 9 gauge wire ties. (See enclosed section) IC' t) L 970 063 0135 2003-02-27 14;44,19 -0700 Ma ggertRAssuclales p. 2/2 Any variations in the assumptions and conditions as mentioned above should be reported to the engineer immediately. The opinions and recommendations contained in this report were based on plans and information provided by yourself. No visual observations at the site were made by us. No physical testing was performed and only limited specific calculations were provided by Maggert & Associates, Inc. If you have any questions or clarifications regarding this report, or if we can be of further service, please contact us. Sincerely, Reviewed By: A,UR N k tnl14 Alvin J. Rakowski Barry Maggert, P.E. alvin@maggertengineers.com barry@maggertengineers.com enc: pier section 970 963 0135 2003-02-27 14:45:57 —0700 Maggart&Associates V. 1/1 i ■c T. PIER VERIFY 4 - 45 DOWELS 1 x FULL NT. 6„ w/ .9 GA. WIRE TIES @ 1 O' Q.C. T. FOOTING VERIFY TOP OF PIER CONDITION VARIES , 1 1/P" %CLR. Concrete Fier Footing Fay CONC. PIER SEE PLAN SEE LET EER FOR FTG. & REINF. 3/4" = 9'-0" CF -308.3 It 7 1 1 ` 1 l-= L When correction(s) have been made, call for inspection at 970484-5003. ' When correction(s) have been made, call for inspection. 0 co a ID 0 C a a rt S cr o 7' cr m m m O < < o 3 en rt so (D cD 13 '13 s CO O ro ;r. N i !t 3 13 W .0 ci o Er to GI - 0. N = co � A. NCl. 0 N RJ N w = a7 0 fD = 0 CD o. OEl tni. O 0 c�`D 3 ca cn cn {p = 3 Nr gl) o.m CD O O N to (4, OC O 0 o 41) � O CL 0 4D O y 0Q SD Q. "ON ;p iWed le pa}aooi qop 3011,0N 14101133111103 COUNTY OF GARFIELD - BUILDING DEPARTMENT 0 Co 00 N N N 13a O a, 0 tg2�a !J1 O 00 -� O Q 0) s. N n 0 O d Q, 0 _era INSPECTION WILL NOT�aBE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDI,NG PERMIT GARFIELD COUNTY, COLORADO Date Issued . 1 .Zoned Area Permit No.. 4 t 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 BE OME NULL ASNDOID. Us S e l Addre Legal Descriptio Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing S(a ,P-- 2/1,6/03A3 -iv 1., Foundation a -z8 -o3 6, ,c_,, Underground Plumbing Insulation 3—/ Y -6.3 /Pyy` Rough Plumbing ,J2.Cd"3 Drywall 3 -0.,6—O dQ L_ Chimney & Vent 3 . (2. -037-1,4_ Electric Final (by State Inspector107/z Gas Piping 3. lZ .037 Final do-tirj P-11,&— Electric Rough (By State Inspector) ' Septic Final Framing ' 12 .03711.-- ° ' (To include Roof in place and Windows and Doors installed). Notes: 15arbrrra • 3 zo•o a ffm % : MONO L(fof More; 3. ZO' owlet -- ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY TRIS CARD IF PLACED OUTSID ' - COVER WITH CLEAR PLASTIC