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Garfield County Building, Sanitation, & Planning Department 108 8'h Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. no c: Job Address ()) 55 Ci42 cR (0 Nature of Work Building Permit d(')7 — ISI ' C) ' GC' Use of Building /4 t ' " "c' W 4Z "�j' �n ^' %�, Q f/� � v`R.�.c.El ice- .(� Owner t ` y" /k/tom ` �( /1 yt�/���,Q coo ,� g� Contractor 4C G� Amount of Permit $ r ''2 /. 69 Date OA -etc (/ 3 Dt fl Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'o Street, Suite 201, Glenwood Springs, CO 81601 Pppne: 970-945-8212/ Fax: 970-384-3470 / Inspection Line: 970-384-5003 03D ParceUSchedule No: /2 q- 1S/- U O `A PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS ♦ ER, ONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECI FICA s N5 SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28101 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 CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 AGREEMENT� 1 HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND LNDERSTAND THE AGREEMENT ABOVE (INITIAL) D0 • ‘c*2. ?9 yarq � c .t kp1 Job Address: cisl(`t Qa10 ' ` 1 Lot No: Blo )irR : Subd. / Exemption: ,� ) I• L yirox bio''/ C 5.51bo�- Se 2 OwnerWd N I R`' froF L N cctt Address e w S o1-(ce3.eCC. tc.,ri Ph: RAS -`el` -+o Wk Ph: -n-6-.¢3 4 -n -6 -w -9- 3 Contractor:Address: R, 0-•1-1 dJe.t� p, ,-7( t—% -i Ph: (e Ctg -c q 4 y Lic. No. 4 Architect/Engineer: Address: Pb: Lic. No. 5 Sq. Ft. of Building: 35 0 0 Sq. Ft. of Lot: -e-w'-� S t c...--e—r--1-0- Height. I f zvi_ No. of Floors: 6 6 Use of Building: . _- �y�� TAA �}-�, U m/!. Qn �' `i'� t� {UtJl.1`�`�-O` 7 Describe Work:,_�____C-)_v� Q �1 ' —"w"ta ic-r-G.9-v".-4-7 cS+-. 4 - 12...µ4_0 4-af uot µ^ � 1 a.LA q - s -G- a -i.-.. - * 8 Class of Work: et New o Alteration o Remove o Addition ❑ Move 9 10 Garage: ❑ Single o Double Carport: ❑ Single ❑ Double ❑ Driveway Permit dt I On -Site Sewage Disposal ,t, Site Plan -v'a' (Septic) 11 Valuation of Work: SO 1 5 a O O a Adjusted Valuations $ S 12 Special Conditions: Slat j �4n iitJ p•OrALAA c sF oou �� 4 Ducey, r i ',Tit fj'��O I r5 NOTIC A SEPARATE ELECTRICAL PERMIT IS REQUIRED ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND APPLICATION AND KNOW THE SAME TO BE TRUE AND PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK COMPLETED WITHIN WHETHER SPECIFIED HEREIN GRANTING OF A PERMIT DOES NOT PRESUME TO TO VIOLATE OR CANCEL THE PROVISIONS OF ANY LOCAL LAW REGULATING CONSTRUCTION OR THE OF CONSTRUCTION. l--;_ / AND MUST BE CONSTRUCTION OR, IF FOR A EXAMINED THIS CORRECT. ALL WILL BE OR NOT. THE GIVE AUTHORITY OTHER STATE OR PERFORMANCE to - 6 L, .� Plan flea -VW -Permit q'ati^ 44,3.9.9 IIrrk�, 7> 3.7A Total Fee: Dated Permit Issued: 11 _ 27.10 OCC Group: �ptl`t. Type: e IJJ.nnS 3 j / V Zoning: Setbacks: Manu. Home: ISDS No. & Fee: .E.3 'o 1 QO i ASt P.'I4Q ha/EAR= __0 — _- -7-1---- C.Wttr. _ I r 1 R -it L G DEPT.._ P j'/ APPR1 DATE A �A `A PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS ♦ ER, ONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECI FICA s N5 SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28101 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 CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 AGREEMENT� 1 HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND LNDERSTAND THE AGREEMENT ABOVE (INITIAL) D0 • ‘c*2. ?9 yarq � c .t kp1 • 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. ****CANNOTOCCUPY 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 PREMISE UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancsq and the issuance of a Certificate of Occupancy for the dwelling under building permit# 0050 Signature Date BpcontO82002 i -(t, -6V VALUATION/FEE DETERMINATION Applicant f'1 1lA Z► / 6D (de a er r �Su division Address 6 5S IC.(2a to Lot/Block Date -0G1 Contractor KocKi B ig✓<t Finished (Livable Areal: LlujL Main 9CC 1 (+9 Upper 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 138 zi) Total Valuation 27, (p©0 28,3) 33 )2 Steve Hackett From: Steve Hackett Sent: Wednesday, January 07, 2004 10:26 AM To: Mark Corps of Engrs Subject: Construction adjacent to wetlands Hey Mark, We have a building permit application for a single family dwelling off of County Road 210 near the Cottonwood Trailer Park just east of Rifle. The engineered site plan shows the building site outside of "wetlands' designated area, but just barely. Thought I might give you a heads up and I can fax the site plan to you if you wish. I need a fax number however. Stirs Maid 1 V "V sF A j13 /.e C.51,1p1 1.1 era ;X �lypUn�bugln 5bllk 'aa. move MOs GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. 1 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. I. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. NOTE: 106.3.1 (7.) 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 surveyors 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 envelop 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 comer lot. Special setbacks do ap ly. 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 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? 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 t — 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's and soffits? Yes t/ 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? YesL.--- 9. 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 c/ 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 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II c ifications or phase I1 EPA certification? Yes No 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes ✓ No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes ✓ No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the an? 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 fora 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 coTittee deny or reject your building plans? Yes c/ No 21. Will this be the my residential structure on the parcel? Yes No Ifno-Explain: 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes 23. Do you understand that the minimum dimensions a home can be on a lot is 20ft.wide and 20ft. long? Yes No 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes ✓ No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes ✓ No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by t 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 ✓ 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 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 354-5003. Yes (/ No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00 re-inpsection fee? Yes ✓ No 31. 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 oo cupancy of the building? Yes i / No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Building Code? Yes ✓ No 5 J 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. Yes No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes ✓ No 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes ; i No (please check with the building department about this requirement) I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. 1( 16 t- —`( Signature of Owner Date Phone: 9 '.15 – 4> 1 U c\ (days); Project Name: (evenings) Project Address: 0 R._ S rj Z t 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 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 11/2003 6 PLAN REVIEW CHECKLIST Applicant I? h, (2 Date 3' Building OA Engineered Foundation `-Driveway Permit LeShrveyed Site Plan ✓�eptic Permit and Setbacks ZnAgoar4.40 rade/Topography 30% '- Attach Residential Plan Review List Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees Minimum Application Questionnaire HOA/DRC Approval y1 4.Subdivision Plat Notes Grade/Topography 40% sc./Jig Fire Department Review Planning Issues ------- �V-aluation Determination/Fees Subdivision Plat Notes Red Line Plans/Stamps/Sticker s Vt�i 7Q, +P -Attach Conditions n � / Qa � �c.„T71e't,, Application Signed Ilan Reviewer To Sign Applicationll --�--- d Parcel/Schedule No. L 40# Snowload Letter- Manf. Hms. GENERAL NOTES: r .J Account R210604 Year District 2003 021 Apr Dist est A • ❑ Cancel STR Owner Name/Address GOLDEN BUFF ENTERPRISES PO BOX 2104 GLENWOOD SPGS CO 81602-2104 Parcel Number 2177-151-00-002 Street No Dir MH Space Seq Street Name Location City TWN 6 RGE 93 SEC 10,15 Location Zip BACode (Owner Id (Owner Location Business Name No# SECT,TWN,RNG:15-6-93 DESC: TR OF LAND IN S112SE CONT 19.84A., PT OF LOTS 182 DESC: LYING N OF U.S. 6824 CONT 11.25 AC. BK:0367 PG:0502 BK:0450 PG:0307 BK:0495 PG:0011 BK:0750 PG:0121 ❑ Name E Situs H Mobile ?❑ Tract '❑ Condo !❑ Block Tax Items (J Protest '❑ LAMA{A) j ❑� Ere/Suc ❑ MobileAuth 10 Permit K ❑ Remarks ❑ value :❑ Personal (P ❑ Tax Sale ❑_Sta_te Asd ;❑ Oil and Ga Spc AsmI❑ Control ❑ Recording Mines n Histo E !ma in ❑ S_iblin ❑ Elags GIS Map Tax chan TYPE ACTUAL ASSD ACRES SQ FT VACANT LAND 5,000 1,450 31.090 rff ACCOUNT Current Year Statement Recelpting Prior Year Next Year Create Bill Update Ne(x)t Version Characteristics Tax Tnr Abatement Property Card Clear Exit MAGNOLIA HOMES GERING DIVISION MANUFACTURER'S CERTIFICATION Date: 7/2-,/ O Z RE: Shop Fabricated Wood Frame Modular House Model No. _ 8440 Serial No. I hereby certify to the authority having jurisdiction that the factory -built portion of the subject dwelling (a Magnolia Homes, Gering Division) has been, or shall be constructed in compliance with the Uniform Building Code (IAMPO) and the National Electrical Code in effect at the time of construction, and as enforced under the Nebraska Uniform Standard for Manufactured Housing Act. I also hereby certify that the subject dwelling complies with the HUD construction requirements identified in the Minimum Property Standard for One and Two Family Dwelling, and that the special features of the subject dwelling have been, or shall be constructed in compliance with HUD / FHA Structural Engineering Bulletin No. 484 Rev 4. (Issue date February 6, 1985). Elements of the completed House, which are erected, installed or applied at the site in conventional manner, are not covered by this certification. Magnolia Homes Gering Division illingham , Division Manager FHA (or VA) Case Number: Mortgagor or Sponsor: Property Address: Form Fm11A 19242 (Rev. 2(B7) USDA- FARMERS HOME ADMINISTRATION V.S. DEPARTMENT OF HOUSINd AND URBAN DEVELOPMENT.FEDERAL HOUSING ADMINISTRATION 0 Proposed Construction DESCRIPTION OF MATERIALS Modular Model W/Crawlspace 0 Under Construction Property address City Mortgagor or Sponsor Contractor or Builder Magnolia Homes (Name) Risme) FORM APPROVE OMB NO, 057941 No. (To be Interred by FHA. VA or Fml State (Address) Po Box 657-4R7 Rundell Road Gering, Ne. 69341 1aeu) INSTRUCTIONS 1. For eddltlon.I Information on how Bib form It te be hbmltssd rumba of eeplet, ate., see the Intutetlerd enilkibl4 id the FHA Applke 11017 for Mottine InmgnW VA Aeduist fat DetYminetdon Of Randneble Valu, or FmHA Dwelling OpeeltleM106411 art eisF mss be. 3. Dperte NI me wl.M and edukanmt to be usedtlnay shownn on the drewlnN, by inerbine en if m Mon eioeaprl almd m a -bol and entering the Inlermltlon eillsd for le Each Mite If sorb 11nidi:Witt. enter "Bev mut." end dawrlbe ohder ltwe kr di !n in dhdehed h TH! UBE OF PAINT CONTAINING MOAR, THAN THE PERCENT OP LEAD BY WEIGHT PERMITTED BY LAW M PROHISITEO. 3. Work not naaellkelly desribed or Mown will net be Moldered unIW Winked! thin the mfrilmdm heeaytable will bi mourned WWII tegsedtng MIePrk rt redainmit be eon ldn d unless sete111eNIy daverlhad 4. Irn1Vde n- allonig . (Omiild:knea all Malt far mini B dot ihei ist 001010.; S. Inelude llrniarei tiodaeedeM tlelh dreenne baa kli tw i *4 *4SndM MMB$S IhMW I4N IIIBUIdtSn 6i M`S seY" phrSi*, ,r ednhadklery Items WipMnN of WfmlWtemSYrMh Or puh M, end of this ;em latex it eempllense oath the relate) *nine preN,Jni, Thi,pKIIT IHi ind the bMMbl. Minimum 1. EXCAVATION: Bearing toil. type 2. FOUNDATIONS: BY OTHERS Footings: concrete mix 5 1/2 Bags • ftrength pd3000028 DAYS Pelnfbrdng SEF PIAN SFT. SHT. 4A Foundation wen: matedel CONCRETE, 5 1/2 BAGS RAI fatting SEE PLAN SFT SHT 4A Interior foundation 14011• material Pinky faondalion Wili Columna: materia; end skee Neal natant' and relnfdrein4 CONCRETE (SEE PLAN SET Girders: materia) and tire, 2X12 's. #2 A BTR, HEM FTR sob. mllen4 TREATED WOOD (SEE PIAN SFT. SHT t Basement entrance areaway Wmdotl iieagiayi Waterproofing Piloting dridxt Termite protection 0.051 Cyano (3-PDEPOAYPHENYI , METHYLdiCHOR(1-AT PRA (1-METHYT-FTHYT I BENZENE AFF Basementlen space: ground cover'6 MIL POLYURETHENtRluldiibx - - • foundation Tents An X L6" :C/ Fd Special foundations- -- - Additional Miamian' MIN 30" X 30" Water PROOF'.C1iAWLSPACE ACCESS TD- RF. STTF_INSTALLFD BY OTHF 9. CHIMNEYS: Materia; METAL PrefsbtNtid (Asko dndtihi)_NORDYNE Flue fining• materia! METAL Heellt flJ! Iii! 5�� ,IDs 8"OD Pisepkct flue the Vents rmatnial and the): to or oil heater NORIlYN2 METAL. -V' ?.dD .inter outer X� Cr.? KETAL SINGLE. WALL Additional Information: i GOES INTO DOUBLE W61 L --1/011.1-,NODI i:Ahd TBRU ROOF INTO VENT CAP 4. FIREPLACES: Ty pe: El solid fuel; 0 gu-burning; 0 circulator (Nish end lla!) r••-, - Ash dump and eltan-Gut Fireplace: facing • lining .,-,--- 1hiektfk - - tmintei Additions Information• E. EXTERIOR WALLS: Wood fume: wood grade, end species 2X6 STUD GRADE SP# iCi Cofha bitting. gullding piper of felt VI AP ONLY Sheathing 24/0 APA RATED ;thlckneir 1./R" . *MA 4111"wi1b Id114; 0 tpated ---.`"o c t 0 dlagond; Siding LAP OR HARDBO4Rh •grade 7/16+141N-1 type ..tithe Aid—_.; Exposure 5X8—_'•e fastening STAPLF Shingles •grade - •type-+--.- ''*lie - •lxpalute "•(fitening Stucco •lbicknnd ';•Ldlk+..--. •weight I Masonry Sills • —•.uc , Ui*taB . -- Base flashing . Masonry: 0 solid 0 faced0 numbed; Still Wal thie'kxeg .aaHmgelii ftdiug thilkge° �...--_r'; flung matetld bacilli htitetlai - -------iiIkk iea! "i "Wilt Door auk WOOD/STEEL Wihdow i111i i''bRMIQk4a. par Llhtlls - bare gashing interior surfaces: dsmpptooflng, .___ Nike of - c. fl— -•x-•-.•.,y_ - • fuuTg - - - Addltiond Informaeloh• SeteeIor painting: monad SRERWIN-WILTAMS- .«.,<.,.- - -- - • number of Coats 1 Cable wall lohitrucdan: UModttd as Mate wt&: t dike, eeki(hlefibh flAliLt.-EiJD mugs (SEE PIAN SFT. SET. 61 IL FLOOR FqA �INp: species 4Dg � ¢ 1/2" STL oho: wood, Ade, ands les Chet SAllb4glinST,S . 1wigging N/A •anchors OR FQITAT Concrete tide: 0 basement Root, 0 Onk flder; li etbtdid faOOdhed;-f IeltJBppdtlhgt soli - - •thkkne,e reinforcing Agigisfigg ,J.,,.,„_-,_, w».. t tnethbtane PHI under dab: matedel • tkkkriEti ti, Additions intoiai tion• SEE PLAN SET. SHT. 4A 7. SUBFLOORING: (Discribe UnearfldariWI ibr dO6q)s f)doid LOT&A iii.) CD T��Ii'T�T`EXT 5{gr , T b C STURD- Maseds: steel, And special PLD• COMB. .SUBatPF.HaNOHAHLAWH:LlT.-., G4U� ,life 4X8 .type FLA OR EOIIAT Lsdr ClAcse (Mot; Ueeeand Doer; bink - - •:>).-h1 ddll;btith U*Q.f then. AddiIMn4 Infondedon• B. FINISH FLOORINuj n " owK„conotkomiqman N pri Br f _ _ _ LOCATION RooMg "Alla, ^arae1,iili:.: .1 -400; 04060 PINMN First floor - -. .,, - .�,... .�.,-r, .. Second floor Atelc floor PI R. ._. .. 9. PARTITION FRAMING: gg Studs: wood, grade. end epeclei STUD GRAVE S -P -F sire and spacing 2X4 @16" o c Other 2X6 2 16" o•r. Additional information: 18. CEILING FRAMING: SEE ITEM d II THIS FORM Joints: wood, grade, and species Other Bridging Additional Information • I1. ROOF FRAMING: PRE-ENGINEERED ROOF TRUSSES Rafter: wood, made, and apecies Roof trusses (see detail): grade and species Additionaiinfocmade' GLUE LAM RIDGE BFAM 12. ROOF/NO: Sheathing: wood, grade, and species 7/1 6" 24/1A APA RATED SRFATHTor • ®solid: D spaced _" o c. Roofing SHINGLES ;grade • A raise •type 1 TAR - - -- - -- . Underlay DOUBLE LAYER ROQFTNr UNDERLAYMFNT •welgkt or thickness DBLJ§alae VARIES 1 listening STAPLES BuUt-op roofing •'winker of plies _• stelae material pEnid ng, matetlal PREFINISHED ALUMiMIR ;gage of Weight 0.019 •Ogravel stops; Osnow guards Addidanal information• ROOFING UNDER? AY -Myhre TS DOUTILFD AL- EAVES -SEF PT AN SFT SST 5 - 13. GUTTERS AND DOWNSPOUTS: SITE: INSTALLED BY OTHERS Gutter: material •gage or weight • site • shape Downspouts: material ;Sage or weight 'the •shape • number Downepours connected to: O Sloths Atwell/3asnitary sewer;! dry -well. b Splash blbclue material and site Additional Information: 14, LATH AND PLASTER Lath 0 walls, 0 ceilings: material ;weight or thkkness Plaster. costa •finish Dry-walltlwdll,gceilingit material GYPSUM RnARn •thkknes/1/2" /• 'ih WALLS: RNOCK DOWN OR ORANGE FEET Jointrintment OUTSIDE CORNERS. CORROSION -RESISTANT MEIAI•-CORNER ARAD• INSIDE CORNERS & WALT, BOA 16. D NS . - LI. PSkit xd ;,'• ra _ - - - ,. _ _ _ BUTT JO ,a.. • TAPED FI r S S ROOMS *ALL PINISH MATERIAL MID APPLICATION CEILING FINISH MATERIAL AND APPLICATION Kitchen Bath Other GYPSUM WALLBOARD W/KNOCK DOWN TEXTURE GYPSUM WALLBOARD W/8 -NOCK DOWM.TEXTUBF.- CYPSUM WALLBOARD FAINTED 6 TRIMMED ALL ROOMS SHERWIN-WTll TAMS TNT LATEX CFMT=GLOSS Additional Information• JOINTS ON GYP, BRTL FINISHED W/PAINTFn TRIM -IN CI OSRTe GYPSUM W/ KNnnt-'OWN TEXTURE GYPSUM-W/RNOGK DOWN TEXTURF GYPSUM W/KNOrt DOWN TEXTURE 18. INFERIOR bboong AND TRIM: Doors: type Plain Flush Wood Rollow Cora . • material pjSr&1/B" HARDBOARD eKTalmeknenI 3/8" CORNFI Door Ulm: type WO JAMS & CAtiJ,&rhl PREFSH PTNF - MW typel:RLBASE3ROPi matetlalPREFNSR PINE• the T/RR 1 midi, door STAINED-PREFINISHFII_ -< •kdm AERIE,- SEND PTNF Other trim (Nen, type and iocdtloll) I /2"X 3/4 DOOR STOP -- - _ . Additional information: BASESHOE USED ONLY IN Tit R•ARRAN, 17. WINDOWS: Windows: type SINGT F HUNG : make WENCO I RiatfNal VINYL • sash thickness Gins: grade 1/2" INSUT.ATFt} •Omsk weighty; IVbalaneeftype .!'.ht.herDit--S].s,IROHITFahead flashing ll/A Trim: type CORNFR REAn PINS. matldd .1/2" SHE):TRt)GK.--gym,,: f'e18f1*BygR SEMI GLOSS • number coats N/A Weatherstripping: type 0-LON - . --t Blit/Ad •ktOAM_EORF Storm Bath number N/A Screens: El full; El heli; type ALIIMT MM FRAMAD .; ddsxlsttr-AL1... • Moen doth material FIBERGLASS Basement windows•. type •material -u• -"- ;!trienr, number • Storm sash, number Special window! Additional information: 19. ENTRANCES AND EXTERIOR DEtAIL: GALV. STEEL/1.1 Main entrance door: material PR STS FAT- WI4M 40R6ltll•3G'1-a,: tkiekheia . 1/4'frame: material kioln :thrcknenla" Other entrant* door.: materlalUAETNANE-EDAM 6wilily Ji:'.— Ilhihdeua i'l4'Preme: metetial WOOD • tl:lckne,,3/4" Head Rarhlrrg N/A WnIkeesitlpplHg• Opt -VINYL COMPRESSTOyadellte An 1 AT.IMLOAK Screen doors: thkkneas_•; nutnber— t stteen elatk lgktehl -- . Stefm dooh: thickness "• number_ Combination storm and screen doors: thlekneea 1.2'; patnbef .-.,..... t Tike: Cloth material Shutters: Ohinged;Ohaed. Wino �W- -. Atilt !Duren Eateelor millwork: grade and ipeeles Slt2C/Fh X -D WOtlh�Odfia*iiid1 AT HI AT IATFK Additionallnformatlbn: ' number roes t9. CABINETS AND INTERIOR DETAIL: ....•mss �wr vµ -- Kitchen cabinets, will unit's, materiel WOOD PARTICLE;. BOEJIt.AND.VINTEX ; lined feet of sheLtsVARIEs4nhelf width122._ Base units: material SAME. AS ABOVE- • EWAI!f Nlp'p'Q IG -'i .A .POST FORMBTdging SELF OH ROT 7 Fn POST - rad end end apleah FORMICA -POST. FOAMED. ARIA S%llb:gtil d3j)t.INISnEo Medlelnecabiners: make TRIANGLE 'nwnber costallA , . E', . ''4dtl..-051156 Other cabinets and bull! -in fuenletln ATH-LAV_OAAINErfiS t_ls'eri.iiv bnejll CABINETS Acidpeonei information: SEE PLAN SET, - UT, 2. `.,- ..., , _ .-, ) 6101111.- 7KEADS Matadi, I Thlfkis u STAIR Basement Mahn Attic Disappearing: make and model number adnL.sl l"Gmsarinn• - - .- , Algggg 'ITRIND4 MAkt1AAH. BALUSTERS mood. baba Aletta,,[.'ZElikhtL ileudY1- Thickness I Mrudal Thickness 21. SPECIAL FLOORS AND WAINSCOT: (Describe carpet es listed in Certified Products Direr for y.1 o R' Location Material, Color, Perdu, Slyest Gar, Etc Threshold Mamie, Wall Bax Material Under floor Maternal Kitchen BERBER CARPET 1007 NYLON AIIIM Tow WOOD SEE ITFM #7 Bath BERBER CARPET 1002 NYLON ALT 12 X 12 TILE ALUMINUM WOOD SEE ITEM 97 SFF TTPM di UTILI'Ty OTHER ALT 12 X 12 TILE SEE ITEM 97 ppp •Bath Pt Location MvtetIal, Color. Border, Cap, Slam Gage, Etc. Height Height Over Tub Height M Showen (FrnmFloor) Bathroom accessories: 0 Recessed; materiel • number _• O Attached; materialCHROMED PLAS umber BELOW Additional information: INCLUDES 1-TISSIIF WO1 DER. I-TDWPT RING -a 1-MEQTCiNF rARTNrr EACH BATH 22. PLUMBING Fixture ONE SHOWER CURTAIN ROD OR SAFETY -GLAZED DOOR PER BATH w/SHOWER Numbs' Location Make Mfi'a latllG! IdeuuWaiton Nu. She Sink Lavatory Water closet Bathtub A Shower over tub Stall shower Laundry trays, GARDEN TIIR KITCHEN REPUBLIC UT? S72--4 32"X18" 414L BATH CRANE 1-319 17" X 70n BATH CRANE. 3-645/3-65A A BATH BETTER BATH 3060A 60" X 30" BATH LASrn 92601-G.c.M Color 9, WHITE ITE ITE dH d8 4IITF BATH /ASCO ROMAN TUB BAR SINK UTILITY MUSTEE 14Rlgr. 1363C 160380 .1TTI ATITR #1711 !6", 4R"660" 18"X74" BATH BETTER BATH 4060 60"X4?" BATH FTTER BATH 6400 60"X47" FAMILY 1TISTFR MODEL 97 15"Xl5 " WHTTF- FIBERGTJ WHT TV WH TTF SS A mCurtain rod AJ(] Door OShower pan: material MOLDED FIBERGLASS Water supply: O public; O community system: O individual (private) system.* Sewage disposal: Opublic; CIcommunity system; O individual (titivate) If RAH.* * Show and describe individual tysiem in cosnpleie detail in repdrafe draleiHft and specifications according to requirements. House drain (inside): O cant iron: 0 tile; ❑otherABS/OWV -PIJSijie aeAet (butside): Geist kph; Odle: archer Water piping: O galvanized iteeh O copper tubing; 12 other COPPER. - Damask water heater: type STORAGE.Sill cock:, numbe, ANTI-SIPR( • mike and Model A.O.- SMT TR • mating capacity BTU @ gph 100° rise. Storage tank: materiai nan-(TtfFn STEEL• capicitylLAILI ES_ gallons. Gas service: O utility company; 0119. pet. gas; O other - Gas piping: O cooking; 0 house heating Footing drains connected to: Ostorm !ewer; Osanitary sewer: O Sty tbdl. Soffit: pump; make and model ; capacity • disci:1 441intd - 23. HEATING 0 not water. 0 Steam. 0 Vapor. 0 One -pipe system. 0 Two -pipe System. ❑ Radiators. O Convectors. O Baseboard radiation. Mike ifd Mendel Radiant panel: 0 floor; 0 wall; O ceiling. Panel end: HiJeeiil - - O Circulator. 0 Return pump. Make and Model — - . •capacity Boiler: make and model . ,..• OBzput Stith • net rating Additional information: Warm air: 0 Gravity. m Forced. Type Of system DUCTBD>"tll1..6'Opp1,Y SYSTFN Duct material: supply ALUMINUM ; return 10 0A A -AT U.." IHltiation ' thickness 0.027 ❑Outside lir intake. Furnace: make and Model HORDYNE - - . - ---- in utVARIES ;huh.; output VAerFC Berth. Additional information• OSpace he.eer;O Rbor furnace;004n beater; Input - htuh.i output Btu h.: number units Make, model AdditibHd tH(SHRalldh• Control,: make and types - Additionalinforntation• Fuel: OCoal: Oof; Oga,; Oliq pet. gat; 0 electric: Obelidf : - •storage capacity Additional information: _ Firing equipment furnhhed separately: OOm brunet, tdniet(I8if type. 0&biter; hopper feed O; bin feed O Oil burner: 0 pressure itemizing: 0 vaporizing - -..._• , , - Make and model .., ... Control Additional Information: w _, Mtn* heating system: type (OPT) NORDYNE" :. j U(VARIBS Scotts:@24D- volts; outputV4RIES Btuh. Additional Infomiatlon• (OPT) ELEC. BASEBOAI(D fliE„pt_,j(y.ip,D)i141, PACTFTr (DUCTED TO EXTERIOR) (PR Ventilating equipment: attic fin. Mike and tittle/el -- -- - ".., .,,,--cw - _, •tapaciq c(m kitchen exb,d,e An, Mike and iBedel...•rsve _.,--e•. _ „ Ocher heiting, ventilating, or cooling equipment BAOOOH (i "_N/sCtlMBINATTON LIGHT & VENT FAN --- --, MODEL ;a - x1244 FP"' Btu h. 24. ELECTRIC WIRING: .t Servicer Obrerhead; El underground. Panel: Ofu,e bol; 2 Mtelfif+bfeiket; Make BRYANT AMP', VARIESIO circuits VAR( Wiring: Qennduit: Oarmored table; ® no -mite -tithe owe)k bb iBli fgbe' Oother ALL WIRING I$ COPPFR Specie/ outlets: Orange: Owater baste': UAW -- DB, ftMeftbElft, ,i/OR ARKR PROTECTING CIRCUITS AS ({r ODoorbetl. OCBimee. Push-button tbcatione •, ...e.w:a Additlefiel in Arminian, FIREX-SHORE ALARM W/ BattAry BACKUP MODEL: 44( 25. LIGHTING FIXTURES: Total number of fixtures Total allowance for (itiiiitel, typed installation 1 Nontypical Intonation ____ArldBianmunfnrmarinn SEE PLAN S T 5 ... ,,,e , ,a-_ nrnvs 2& IN6ULAribN: Letilieb ,TIiekitit ..,- _Mit ki.1-12.iii4$ Ii0d5 Ii1lWllii3(1,, „— _ , ,,V(teitbpin L'eiling 9,11r—,... CS ia 1411., _- .— .. 02 V, . „ wall 51/11-1,, �fL1Nk ilmoat rF � 0ACl 1Eik..., 0.R—FAfiF.0 , tied, 3.1(1' x 031WEaal._i10rf. MLI- OPTtONA.- ($TIL-ftiPtsik3litatett•4_.F,1.4 %OAAILAiilitA../i3.ii.].. - .. _ ... . . M-...„ ti. MitetLLANObU3: rb :mho any sialb4Wll 1pMeted"I eelle lt,etitellkeeube(SinttdMlariiSaiwiitisHtutatodrav; abrirr1OHal !nMdntieuea Wears tea $iee btaY1P185r *Ss l Sleeelt 4Mt teethe!, BP -roe euleeit M eerPoyllnd ftl eleeeeli' Iif.teT}teRiA1tfAY .d';ika; 4-AiiA9S, .l, aAlnAtut SadhAt_ tttn _ , ;t ..,:+ewwrusaa pet BRAS$.- dth i"t tOdotil _ O6. i=i.L$A9sk+ 'a a1 ., . It.a.,ki$.l.Li,.l f itt.tiApt..Nnek.@. sl'161AL MUIpMNigt! iNwia ;SSW or SO; inehp l;d Sy Y .41/00110/20141,016/0 IBd a$P hemeia Whin ere area4 able by MSAS MW; liONem and dideeate 'fNA tSitd!!da mfF Trrflili7i41MMa tiJi&>t b Isffabbltbi� cHltern. xe mbnlraa i dreudawi lsY Hmi1166E004 M NOW $riAt et ti U .- cobRT _ u OPT:. -,r -.-, §Hfiii `;,.. w. on REIM14,240.0 MIL ,. iltbAiwAvE.F1VM w . �»,� •.w _._ .m,., 200011 f PthAcSI: - - cApAUj3: ., ..._ WALkiA (Moodily! Writ.. a-.:6tlEl0lteth�- �. float *Mk! WWI . latikriildaiat=trpaii 'Pltll�- Steya: Wittier - -- ``= . I Mhttlil ._,,.. ;liieknana-K. 11 WSW 1 thkktyti . dire (Vett ad aapAie ekxli14/022401 ,— medics a_t LA ptatl WWI /tdlJr e 7ie111 . Plibtiali tluapa*lBidbad. �kidl alaaaiikoittOOKI. Nlik;eaYiir agaa ,- _74,-7 - MaJirat �WflipIrbrrilklkfMl&r, - L6ar{+awlatati liarfatMn4W. AAI1,„alielele. ;tog., hJ ash) no" ammo metre* sea aeli Mei 1-1-1-1-... ... h�...�..r.m._« ......,....ate.. ,..-.v .....,......,. afro...: tart kak(ad i,g 1 WAS/ t d 1111 atd �..+..-,-..e,..,....�. rVNrean Efeli.' - . 2 16 r —-'-..,,' 1 k 6 to .ristatImid 1 k 6 4*ft --- - r ...a..........=1. ibfttriOttAttOrtaaliat UMW fatter la kaatuh ai Ike Erma 6/ - nate — uB et Nenartt anirir Ma ptepeitet meiztikee Ir tk I. cr J -c-\ W O 1 - V.1 ^.IT MISION mug ll,TSr loan 4-9L30 Dans ec !a® JC DMwWNC NC. I rIA?-11-1957 __:E3 EPR aM .E.: Th.r, ^ a IC C ??ii g ri ... a h' _ (� 2 Y S NN 0 O al rl n UFP P LD En" CalO r In a 1 p. ro P a. a. u ro 71 e 7 c n F r O Fl 9 IV N n •r rtu • z r P.02 04 • x N et 0000 Fav r t i t O O O P a + O N O la IE et SI 9 N N N9 A "11 ••1 -. RRA 1 C C C C m m-.-1 rI 1•I n n 0 0 0 0 mmww w'am NNNN 2/I -I X 91/u-1 Y C a Mir: O b O O N a N a Y 0 e meet a • Nm -C a - =- Z a'�a1asnsyR� ` g0 ;N2 �i 9_11_ z _- K1 0Airg =5* ngm .g7r:7CzCi- Pae9 meg'= RF —A A ;-a Mm gr-FE acifiR 1 i N p e. p l _ rn A- H O M � s GUERDON H❑MES GERING MAGNOLIA DIVISION SCALE: U,-rrs, DATE: ►► -` ? DRAWN; lzc_ CHECKED: • DATE REVESION BY 5y strain MODEL: M-0.2844/43-/ Magnolia Homes Gering, Nebraska Manufacturing Center MANUFACTURER'S CERTIFICATION Date: ('57 -0 2 RE: Shop Fabricated Wood Frame Manufactured Home Model No. f la -94/5 g 55 Serial No. I hereby certify to the authority having jurisdiction that the factory -built portion of the subject dwelling (a Magnolia Homes Gering, Nebraska Manufacturing Center Product) has been, or shall be constructed in compliance with the National Manufactured Home Construction and Safety Act of 1974. Elements of the completed house, which are erected, installed or applied at the site in a conventional manner, are not covered by this certification. Magnolia Homes Gering, Nebraska Manufacturing Center , Division Manager FHA (or VA) Case Number: Mortgagor or Sponsor: Property Address: Font FmUA 19242 (Rev. 2/87) • fJ Proposed ConittUetion ❑ Under Construction Property address Mortgagor or Saonsbr Contractor or Builder IISOA - FABMMn3 s�iti1aME AtlMiHletnAti6N U.i. oEPARtM1ENt dr N Ulte'-Mb noitoNt3tNAN bEVSLOPM€HT.FEOe RAL Ititi DESCRIPTION OP MATERIALS Modular Model ti/Cr&trlepate - f'sitjl FORM APPRO V Et OMS NO. ei7i-d0• Ito be lnfhted bf FHA, VA br FiMH (Hint) Magnolia. Hoes INYiii)• PaBet657-4R4.A dell .Road Get d: Ns, 69 A41. I'" Ru T. far edNOdnd Interment's an if Nie u a iRJ & rumM 6 onaHe it, it no alit i{,Ny{� BFIH�j Vale fde t,�ai.ay� Ibel11Id SW Nit - INpl66 den f ea k,:111,�tl.YMMe B7eiNi1@Fdr tRF bb t. o*criba ori stere. ane pmam btu Nth d Mown^�an r E deiwnnii kit in 6.1i 1 ell Old W eitO uA/,lna IyHiill�NaN}a�n1tF(`EiFiiti � i� I V sY WEIONY Y[gb ate aii b 1 , 3. wort net ecoAdle das09td et hhGLn d ISM- aSSIIMME i tS 1. bkbAspVATION: Beating soil, type 1 FOUNDATIONSt BY unites , Footings: cmreete mi: ? 1 /Z 5 .a -. • itteiglh pi1300002R IiAlt ReinfUflhig6Fi8. PT, ANLCRT, ,SH2_..4A - Foundation wall: mateelalCONCRETE ,-.S 1 2-.S4G -, c.. . , ,- RMINIBlaiflg ffiRE.PLAN AATI - SET, 4A. Intlrlor foundation wall: material - ..-4, * - - - Patty kindle -tin tell =- -• - - W .: - __ - - - Columna: maternal end iltei . • --- - -- .. plefll &!Mail MS ,MM%tiiaq £O*CAEtic --(SE-8- 13- 1454 SET owe"; muilSlantX:H 2x121it_#4,.A,.RTR -.talcs' it, gilht igistild_t`RivdjrFt 1Qdn ehELtibAA1l, Mt. 3itr 4 Besement entrant! areitray -• • • - •-r - --s- - ...- Matt tf€atiyi - - - - Waterproofing - , . -..'. pebliflg aitiiii -. -* , _ - Termiti pieedlon O: est dvaho ,f2--oftni4u� filmy!„ i'a%(, .4 ClUifdt'-Ar,PpA(1-MliTR%I 4.2t}tirJ SSNEENE„ACF Baumentleu apace: grouridooret 6 MIL I?61(yv$ET04kliillatan .. • toundetieci tent! 1i'I 4 16” w/r1 Special foendetloni - - 51711 IANg1rtg6WMtnalairien 1�8�eMHyia�lN��fW�it8v,1tF1i1Y�W�Pr'yBHH n d i, lL{u a i i9eY al!tit b ntisitz ar Mab t WHOM Skim t44.d it nae mist Mb Kiri M fN' i1 itiR Nu�dN�y11Al��81yftd�tNide �',!{aagNN ayla Hlaadd N W/1d9e1/' IRiMaiMlteitt • Addltlodillltformatloh. MIN 30".X-30" .Wde4r„PROOF.-CRAWLSRAGR-ACCEBB TO FIR S 1TF IRSTA1.i Fri BY (!TNF 3. CHIMNEYSI Material METAL r - -. - ' "'Piefehileafed (mike dUd lite) lig/DYNE . . - - Flue lining. material METAL - • , MHO Sd* Iia ••4-51:4-4.41•4.t':on..,._ kitties Alla 1fEa ., Vesutmateridfddd sleep Iota . iRtSEALz !!1;1013,.,.,, ; *eft rt 3 .L8A1.Y s.•I•tETAL =RiTif'i P4 WALJ. AJdIllonal ihtorinallad! fib$S..fFITD 1,11Lts4 J, .{., '!iit:. SISAd.L.j1405 EGCE ,Into .SiE1 ' .ttAI?- 4. FIREPLACES: Type: 0 16li4 fuel; 0 gn-bdMiegi 0 ebSIEletNIN H birdaha)r - _ ...- ._. AAA dtnnip and class -cut • - - Fireplace: facing -. + Ilribig • -#n..- .: .,.._a t SINAI ®,:,• •--•-- 'SSI4SI ' Addillddel lnfbimation -. -. -,.. .. ,..._. S. EXTE1118�WALtSt Wood frame: wood grade, and !peek! -2-Xs4TWb GV4nlI-fii+F. 17 Nnstt blight Sagdlflg poor et jilt ilinAP. ONLY Sheathing -24/n_ APA,RAVRhi..i tkilideii -ASAP-1NIJth 48"s4d balld! ® iplsJ,.. ....t. 6 E' b d1y6Nsh SIdIXg LA11 Olt hARn8XAilii, snits 7/ L4eird .kyps Milk .421-..:_Ieiptio14 A$i ": tiat4Xidpp$APJ F. shingle . - • `1014e ......-, r type a...•.l aNa -- - p t ;1x41* brg - - _ •:`. .-.,1E1! (Haat!_+._u Stucco •- • thicknessc...--21"; Lad c'WMigllt II Masonry censer . _ . - , __ a Nth n.• IAA - ..- a>e- - p SLE Sights* • . Masonry: O add b faced ❑ Itueteed; F-iMI W*S (Iildk*MMS -,.' ,A -.,•..orf Mhlddree A; faElIIj &Aid l r--- •• • ' .. Sakti fga-.Nor=. '}I}M ,.,. -- -" ... • • interrbr Nineteen; de+.hppfedrwgras Melfi 6f----,. foWhig - -_- . ... Exterior painting: materiel SHERW1k-WiT.ttAitd -- -- -, .e ,- •_ •., -. , ,._ 'number °teem/ Cable IeWl eae,ttoedodt pigs L life Wallin U etkef eaallwedee •fidBLR.R11A,1CNitkC.. (ENE .l'1 A14 ART,- .SST. -.M S. FLOofi pnAMINdi 1/2" STL Joins: wood, grade, add ipSElia gibMi�B4n-nl4i,R.1,Rm,.ydd� $ PI/A_ _ - ...ethers OR FQIIAT COOS!! alibi F] bat*XMdt (ISM; G9 llfii 1"tawi U email idppaeead; t klkmppeltleg:lelt -.•" : lhlaitaMti- iMinfdklXg..•--• ter '• «..-+.ci EAFdliii6A _•..•.--5r.-methbEfiiM-r- - PSI cadet dibt truest -1M d.,.. _ ... 'thfakieii can.,'", Midland iota des, Sk1; PLAN NET. StiTt AA Dom duh WooD/STEEL *meta* RSb ko t 4 14110k -• - •r. •... Niue flashiest 7. SUBeLOOHIA142: fllditri64UAAMi/Io6ring fdi i Mciairtdbri u,idar trim $!,) CD 7 /EXT (p I t d G STURD- Meteddr grede and specks PLYWD. COMB..B)IB-FLA-tiaMti 1JAVAratB•. 0 E . du X1 8 .1". FLR OR EOf!41 Laid, LIAiiiNOM 0i6eesi fl66a CiiitiM • ag tai t dI4 a*al; ®tlitit'aaglet, AJJIa86dldlllrbtiHaa' - - O. Mt - _. .__. _.. __,.__ _,,.._.,•,.. - ... LO Fine Seco' Attie A.tit. III 1-1-1,WMINIC_ Wood off to -P . ,J rk_• !j 6div :i ;rid 2 eAtrdH -('i._ - g ' 114.4 s.... I ..- AINIli floor -, - .• :d floor - floor - ...aq tt - . . - - - • PAitlitiDN hRAMIND! Studs: woad, grade, and species . STUD .GRADE S -P-1• dee and !patina 2X41416", o.r.. Other 21A 2 1i. 6" o.c. AdditionalInformation: . _ ..< - - I. CEILING klIAMINOt SEE ITEM d 11 THIS B01114 Joists: woad, grade, and spetles ---• ., _. -.,> - - - Ocher Bridging Addltlond Infonnition: _... .. _ ._.- _ " .. I. ROOF FRAMING: PRE-ENG114EgREJ ROW' TRUSSES Ratters: wood, glide; and __r!2cies - _.. - --• . - - , Rauf (tains lin anal)! one roti ipeties- - Adelld6dilhifau6k(ianl eYkttM-Itt966..R l& -•—,a....-: - - _ , . .. . - L h660INd! -Neatki t te88d1 glide, kNd !point 7/16". 74I I A .4PArPATED.AarkATi1Fla sa6d1dseated o e Roofing BHINUES • grade II A -. -, a te- - - - r4fe--re-TAti- ,.. (, - _4- -,- - - Undetlay DOUBLE LAYER ROOFTMr UNDERT 4'HFNT • weight or rhicknms D_ILiSdee VARIER ;fastening ETAPLRS hdilkdp MOANg..; . -., �-.. ....-.._,-.,;-.,,. -.,- ,--:ietii PBFplki - �.--" •surface material - - pl&Iklnte Stith! P$1r•ISII$jiE)] 1$Ukdaitlt .. -,-�« _ �j I�MF)�Nf (ii19 .. 0,..-,_I blindsigpnbelow guaid/ Add111oaalfnmf radon: flFraud. 1Nla d'a1<tiryyT id..DDli$I3'.11;.Af l e, q Rdti'>sS, 1; c 4 4Ht 5 1. GUTTERS ANDDDWMSIOUtf SITE LNStALLk.n it tiTEliR GuitarMatadi' .. - _ ..' skit et 021.1* -a--,- I the mi -.-‘..4.t..., kip! . _ - - - - . bownrpouts: material - f gag! et WMgkt ...+,,.,,-..t (i}d -. _, - :AIM .. -• . . „ dulnbei Daaunept its eonneeted tot °Stearal /ewer, DII MMMO aewettOtlij-well. 0 sprain Wadi! dtatikill and dte . Additional Inbar-nab-Ai: - - Sr LATH AND PLAtrest Luk f] wags, Moir moat/ - -.. -.... -.,.‘s -ifisk( 81 thloilnnj =K Bili! . 9ry.wa4Wwalle I$eetljngit miterbit r 1 dlkbiiSSLLg" k �:4.1-, Joint tehimeniUDTSIbB CD1tNdaA2.5b 1i-.ilk.CiSi'ARY 043.._Gb111 8-1Slalc-"b44dOickia a-4Mrit, hoAti 6. .,itu ais; Rnuk silo OOMS IURkE„ Aath Other ALL ROOM GYPS N44 L110.U.• e • T YfFi s; t;.. SI d064111 MAL AkifAP LI Ai-tda t .:..12x1 jr , Additional Informaefob• JO I61 A.41N. tike .$ m,•..$F ,1LRR..,{riajf, .�9,.' 'nm �. -ias.4 - Y - "•S„Hu "N4�blx0#FiWWf.-n. t INt6gtDRllffDR$a R11N! boon: type PLath" Elu9&Jdd.L Hollmit,enln _,,.:thief PIA Ai Whirl A ritgaitAhl §if Ira kteknenl •3189. CORt5E',gI boot rani! type. WD JAMB 6 4A0hhliiNd(P1lkkcit-HF1OL,; bate! 111.0115...9ilE M1lefkii'i 1 !a„PINE1 lite i/AX 1 Finish: tiara STAfkEN aktitaTn/IElie.p,,, ...._.,.,:ulslank 'Ni Aida . __ otter trim (aloin, type anef 8e6a1104 �i - /L,-itCjOA _ffTofir..w -,x._ - Additional 616r1'0116Si BASS bks DASD Mibi;!_ -111.1'11 -4gl A.iLw-, .�,. _ - 17, WINDOWS:` Windows: type .SHgGL 1 GONG--; Nat -d- - .. . - .• MIN*SSNyi,_ - hilt thidn Grusrode 1/2" INSULA'TIkn-tthe* 111/1/U(1,,allNetitPfpl,dAf.fl'cl&tli-44$014314hNll0104l'iig }I/A.fu•,,. -, Trim: type COUPE ARAS, Rf'FA//Miall)//Iatr.J;9B tArle -F „1fi16il ti-SDNI 61,0E4., 1 nbtnbef *MI N/A - Weatherrtripptitg1•, NO O-LON...,,,� „ ... .. .........� .i glow +?f1Ad1Rfildfa.:..a- - - - Stetdr task: Mlitiber NJA_ texemt brae, Oahu; type A1,lyda.Ntlk-pgAib 7.r.,- ..ra66rkitee i-1a-rge11,Nt16ihiiutetifl ttraritri0.5A... _. _ ®ieinent windows: type • . -. t AMNIA ....�,...I MMM, gMgikef .....ry'._- . f gibfm all.. number _6 -- Epeeist window, Addltlond information: Ift ENilANGNAN°E1t1'6N1®NbttA11! OALV; Srtt./W Main entrance door: material T N€.Sn4M. -4141#16 , 11,;,et Wal a, Inttffial VMb . ; tiiiehaen3Ly_" Otberenttstked4Afli iliaeetll1g11t iANSa,6`OAN,.g k ,ynklak�y'4' faGei IN10tlal i10DB ' thleknfltd.Ly_" Heed Reahiug N/A. ..,,..e..:. • •Will #1144 lhii i 1` J1kpAkRgtlrfjiddl.l /DJ . AI 1041bAK ., Screell doefar thiaknen_4d; MIKADO ,----•,.11lf!!k 1106 cat—gtafAi don! thlakNmll•i honker Combination event end limon chats! thiekkujAoretei", .. c) WNW etdlk INlefrlil . Shutt -ear binged; lRaed. Rdnikgl - - - — j Aisle lemma— EaterlorTIIINbele: geed!cit/peek! SRishtM.-H+D kdoftifltkl$NA1:A t.AA+fA-r t,. • Add?tMnd Mformarlon: •,. y,.„.,," - t nemkff aeWU 1 IS. CABINETS AND INTERIGR b lAiL!- Cretan /Writhe Will UMW fattenel - WOQD-pAlkticL& _..PiAkh8OARD faaai (Mat drghleNlsg e&YAA6I R wtdrh6XBud WIN? material SAitg;,t,- L.1SUkk2fMp _Back and eds ueb gfoNliPi-il ST -E !n6liiklf cBatf lJ/A 10. Medicine cabinets: Wake iR ARF.LR. ,��,. - -• till "ef; . Other cebm<u and Whin utnletlPo .. BA- V,..,GARS ETp"„_ff3�f.•tS(„'. =It IdfdmitRefl! S E PLArtat ,S „ 2 truAtei STAIR Besentent - Main Altle Dl.appeadn : make and model numbo - Arirli j.m41 inf tmation! - _ Gantt Telekgeal Maki -, lYadeflg Sias- tiAStroAAti. -011,00 Tbiekdeit AALUSitft3 MbttiW flick hat h"lUA told., id.a, l/a7! E1. SPECIAL FLOORS *Nb IYAINSCOT:IDestribe carpet Is listed In Certified Producb Directory.) u ° `" Ldcatfon` Material, Calot, Bdfdtr, Stat, Gasp, IS!e. . - . , - - _ _ _ ThlHl:oll Aitkrhl Wilt safe Material Undetrloor . MdtrW _ Kitchen BEREER,CARPET tont NYLObT r - AI.rralmum WOOD SEE ITEM B7 Bath BERBER CAA.PET 1001 NYLON _ - Lavatory ITEM 67 UTILITY ALT 12 -%12. -TILE_..-...• , ,- . ., ALUif761,j„ WOOD -SEP fSEE ITEM 01 OTHER .. ALT 12-k- 17 ,Tti,k..-, s... _ _ SATE, - - SEE.ITER 67 ., .. a, TE . Bathtub BAN a Loeulon Maieilih Clldii gdtlet,1310, greN, dip, gra. ..,., .,.-... lliyht P��31,,t� ,� 7•LLB: Mgtfin rihoaert ,„LFldin Fldatl Beth -•y., IAS -ii - —44,46A.-4 4, a4 StallshowerA _.... ...� ._ ,.,._...�• _, LA rl .,.,p. -.>, L.:„ ., ifi!.s.0'!&60". WHITE Laundry trip. - VTILI3'Y.,- .. - -. ; ,., .._ 'MT ki•li0 '0I2t - ,. . LB" t24'w . F'IBEBGLA Bathroom tccexorier: 0Rettte4; a1lkrfal.. .'nuidbae..-:--_'° Attietled: thaietl➢IC{ig iiJtAsfluNibet gg AELOW Additional IBformatiadi I$CL8..-1.. AAilM 1At Mr. l.trrioW7..QIt1G £ 1-tlEblCfW#.jl4Tfikw-EAOH RATH 21: PLUMBING ONE s1f(5WEk CIIRlAiti k00 ok sAPI tY-GLAZED Dbdk 2@R let w/sflovfk +Kruk r+gm6 » g«�y..,.,..ua,a „__,;... �- - witotht .,-B!. -----W77- Sink -� T A .- !UbYA$�IC_ • - .-, .,_., lt A Sd->-._., .- - _ ,.,,-•• .._ 3211#18'3:.4WIPAr WHITE Lavatory BAIN ®NA*Ia _-_ ;-- .- � - , -, 1s1i-4. „,-.,,_ ..,_, . .._ 1.. _.-..=.- ,. i Eel-t,4n'L i V tk - Water closet ... SATE, ,_p?>i - 1€41/14h4R -,.-,- - ., .. a, TE . Bathtub BAN n ttit 1011— -4.—:-, tilelA...c 0.••„,,,., 66t % a0 .- TP Shower o'er tuna . BATH-- -•y., IAS -ii - —44,46A.-4 4, a4 . - StallshowerA . MEL. . „- LA rl .,.,p. -.>, i-AA%N40-1443Cw 1hol Pis . ifi!.s.0'!&60". WHITE Laundry trip. - VTILI3'Y.,- .. - -. ; ,., .._ 'MT ki•li0 '0I2t - ,. . LB" t24'w . F'IBEBGLA r.ARbFN Tlrli RAI -_rj fTlad-h4tf7 .....z. 4f1$fl.. -_ .. ,- -,. -,. 60'.1 42", . Wutry_ - ROMAN TUB BAINI., $ i ti bhII+.. ..... .--A4Bn ..,.. -.-:. .. 6O11114•24 - BALITE BAR SINK._ -, . EAHILY. r0 $.•• . - - } Id .fioNJ .-.--s .,n., Ilabl-.-a )S�!7f15.1f .. SB - _ . .,- _ ._. - Fi,. _ne.I .y. a ABSCurtain tod AVOo°r bSh61Yepas!IssiCi111 d'I01bBId..fi7tIA'MGLA0S.-_- water supply: Watersupply: 0 ppbblic; Ocodssmnitf a 112Ab1plitameMsl jpiMt2 OWN.* $e*age dlspd&l:Ophklle;Lee8atiminity (pole NJ lyfteia+ * Show and deim"be individual lyrhM MMNRI 'la dMruMMp aNd sptiffltdii6W betord;, to to ieiPemenft. House drain (imide): ❑caxf lian;Cliii4; A1116 i0.g3 A}-isMItalians jDBiNel2(! °Call lithi 00210 oihet• - Water piping: Dgalvanhed heel; Sea a tokiagf Lj 6thit Eotfftlt _. --. ,- .- - - --- gid edekt, sink a AtITI-eSIPHoi Domestic water ',emelt tfpt ..$tEntkbt ka, a.-,. 1611/0 add Nth! +A-aA^ ritrus14f..:_ _. I heating tipicity BTIf- RECOVERY P gph Edd tire. haute teak! Almeria) -Ii-tie t,fvlp$bbT4$.%,...,-_, .,. 12apaeity gallant Cas service: Outing'compan}}''�tilig, pot. gni Diatker ••. --.-•- - xe,...-. _ -a-.-',- - , Cie ffiphlg: °dAakiligt�haust heating. Footing drains connetted td: ❑st®eff/ INtCfi beanie/if se/4i dry *OE glibly} pomp; MOe Intl MOdel • capacity _ .. -1 disuhatge! idld ... 23. HEATING O Hot water. 13 Steam. 0 Vgpet. 11 Oso -pipe sfiNtn. 13 'hos-p;pe 'Hem. 6 Pa$IIt4H. 13 Contact6n d gaaehalid iadlatiaa. Make IS Mehl •, _ - - Radiant panel: b floor b wall; €i 6111E4 NAN e6Els Alatkill ,� v - -. ,. , ❑CBtn(.tm. URetutapomp. NIS sgdStitt .,-n- - s_ --aapi-H-.-- -= gpm Bailer: make and model -- , . -- • , .. _..-,,, n elitptif -'Sigh 1 t of Additional Infatmatlon' Watm air: 13 Groity. VI ported. type dlIntent fd.CTEb„m � J1innL$�.AtAtiG4_ -.. _ •- DuetmaPoAgl: lup ly-AfdlliT mf%loin. it AAIM111a11Nihitkae64aocoma litiituke, PurAaeii make slid thddel ;,,.,n ,it - 1 fl.-1,inh.tNBrput-4ia7di6c Bsah. D Space heater; O Hoot futnitet Elauali haatet. Ifiput —ktek a 6rtpge- . eumbet units - Make, model - • AddltldAli laidlMh lSit Cbnitoh: Inake and types Fuel: °Cod; Doll; °gal: UM)). pet, gala €l &rule C ether .v...a..«,...�,_, ,K; ifbrage vapidly - Additibgd information: Firing equipment fardished slp/Nteiyi tidan bgmet; e6fiett4'6d Ind fl bib feed ° Oil hddkr: Optimum itobllhIng: repeat -14- --- - Make and mndeE - - Additional Informa•ion• Electric heating system: type - Additional !Br°rmnlan/ Opt Ventilating equipment: ink Hai Mlle sad 61661 P-. - ff , . ---• -_� � - Y$h; aWsIIWJRLES. Btdh cIit TQ E'T • spot did klt2hen etk. si r Maki Ind Medal Odin hestifig- aeatdating, 6r toehdg tIuipalafH >rlal Il ii 5 f '% fi. itECTRICWIfIN11: Service: °overhead: °underground. Panel: Ufaae box; Ci circuit -breaker; make BRYANTIS COPPER VARIE AMP PER circuits TART ❑ conduit: OIrMoFltl sable; �A$AM2fs1A2 skier tit* lad of IJdIBef A1.Ia:,WIRING. Sppe�dal outlets: Crit r10.10 /Hike UAWItk7rga Birk it:A k Y' 6/[i ' -efi pAtlrl?'zdhn Wiring; rtg- a Ac Ubootbel! Uchbnel. Ptitk-boltati Iddatleas,. . , - - t.,...L..--•••-4 AJth11011111$fMNhaiibnintll aR-b �yy L.ARM, W/ —. _- _ • ,� a _- 1? fAFy&Adtttl? kf05e1 ; 44 S. LIGHTING FIXTURES: 'Intal number of fixtures , -Total allowance tar nit NM, typical inah)lafibn 1 . (Nontypical installation —.:,, T .. h4tilnll.SIGilT & .VETiT.,FsSEI, ,.,lid 1616-, (Eft. thi) SS. 27. MISCELLANEOUS: If7elellbel soY hP S4IM MAMiilh, tdu*h1Mt 8I &tlnt!WeHSR,/ Mt MI MOW SfiliSk ar et WI lb&NIS adrift/201i inl`orrrrsti6a p+herg IS IBMJ Bi81ldd8' 0.ift Mldd$tle1}. Allele/ I SAMS bra& NINNUr 16 Wh%3blld 18 MMUS,* used on Nd /ono l - . - - - - . - - - --- , e• eie liARbWARE: lmake, metlFNI; UTAMMit&) 4 BRAsS. Pass uutfl4..?,b'-al 88.55: der.. __';.. n•;t t, 12.111.1. SpfCIAL EOUIPI4 NT: (Stand rRdtdliai of m k4, Mese) NW quIKhf$ )h&MNe ihf.adutoniehl ihW mmfNtknee( which im letlpf able by Ndal his. eufrain RIA IHSS*. 12i9 iibi ,'PMIsde INN Whleh, by htabltthed euflOM, IX Wiled hi occ peniaui'mondMinhSPal MIS&fJtehbfPIBBF$B1bi19S'hp)wfait UMW* Milt0 -•.-- . COOKIRG: ,Alen OPT: bfSHLi ig "eti. Usti. OPZ:DI� „JAWDPS:... lii Vg PORCHES: TERRAcEs: GARAGES: WALKS kW ORIVEWAVS! Driveway: wdtli, - tbad nittlftfi - . •IMAM.! a."t lailiefdg rjekdriJ --: ,.. • thick ness Front walk: *Weby ci miuHtl tehlekedatffi.*re-ien)el Wlihi *lath theieflel . - t thltkneet . Steps: madded Wide u't f r, lima wells OTHER ORSltE IMPnOVpll(EI St . (Spades .8 .aNdor dw is IeyNapeYS P r1liEil/ed akty leilmidwii NMI Lies X *SOS latlat XXXII areele esi ,sates., uaBu Jute rabic andacieuorysncs s h .. - u---— •L LANDadmiNd,PW. f ` t a• tI f!` t Topealf t• tirlckr n f /slink bleat lid /6 er .ro,«..,.e-het WAS MAR bulling. Lane 6044 Both : Es )4a haat jitel>., ,.._r b dile pia' ,•. .-. if7teae fieri Pilning! CI is lfeeined ji.i sus b &i dte»Ihott El Iambi - nth um: (Widow', 4..0"01pet, - : 1 flys` BneFhlintilli t udi1 . . r. s to 4,;.,, _ ' raw . 'broke, dec luoue, 'to __ ---" High g S *Ines, 7•yeat - .. , . _ - _ _ _ , _ - Medlum-gtowing shrubs, deciduous,_' to __ Lo+-StowIng shrubs, deafduw., __.._: to ......2 @vetileeR Nees - ' tb . . .-' B & E Eldrgeee8Nubby., 'to —Pitt IbENtIplHMioN._thu eshigh flak sit ed ley the IIbSFtgR a Ind bllddl, at i gale hhdlet the h piepfiud MSttgfiot I(FI latter Is known at the thee tit ffpIlflligh. Dam - Sigeftdf ‘-1 Loudon ( *clots , ..;E{If0e1::YP(4004li - ,40016q-.--.,.._. - .. _ . _ ,,Vkat Refrllr� v 54122,' 1-44.t pp _ Oak wit' > titgLia -ohn.. .. floor 1 1/2" >;L, r . , ri i].�t.�....��....;,.w,. ,- „ =-..w.- ..• ,«. . . _ . « QPTION_AL .f.Sft4:tb.',t� 1', ,t Mat P&P 1-dalJj , 27. MISCELLANEOUS: If7elellbel soY hP S4IM MAMiilh, tdu*h1Mt 8I &tlnt!WeHSR,/ Mt MI MOW SfiliSk ar et WI lb&NIS adrift/201i inl`orrrrsti6a p+herg IS IBMJ Bi81ldd8' 0.ift Mldd$tle1}. Allele/ I SAMS bra& NINNUr 16 Wh%3blld 18 MMUS,* used on Nd /ono l - . - - - - . - - - --- , e• eie liARbWARE: lmake, metlFNI; UTAMMit&) 4 BRAsS. Pass uutfl4..?,b'-al 88.55: der.. __';.. n•;t t, 12.111.1. SpfCIAL EOUIPI4 NT: (Stand rRdtdliai of m k4, Mese) NW quIKhf$ )h&MNe ihf.adutoniehl ihW mmfNtknee( which im letlpf able by Ndal his. eufrain RIA IHSS*. 12i9 iibi ,'PMIsde INN Whleh, by htabltthed euflOM, IX Wiled hi occ peniaui'mondMinhSPal MIS&fJtehbfPIBBF$B1bi19S'hp)wfait UMW* Milt0 -•.-- . COOKIRG: ,Alen OPT: bfSHLi ig "eti. Usti. OPZ:DI� „JAWDPS:... lii Vg PORCHES: TERRAcEs: GARAGES: WALKS kW ORIVEWAVS! Driveway: wdtli, - tbad nittlftfi - . •IMAM.! a."t lailiefdg rjekdriJ --: ,.. • thick ness Front walk: *Weby ci miuHtl tehlekedatffi.*re-ien)el Wlihi *lath theieflel . - t thltkneet . Steps: madded Wide u't f r, lima wells OTHER ORSltE IMPnOVpll(EI St . (Spades .8 .aNdor dw is IeyNapeYS P r1liEil/ed akty leilmidwii NMI Lies X *SOS latlat XXXII areele esi ,sates., uaBu Jute rabic andacieuorysncs s h .. - u---— •L LANDadmiNd,PW. f ` t a• tI f!` t Topealf t• tirlckr n f /slink bleat lid /6 er .ro,«..,.e-het WAS MAR bulling. Lane 6044 Both : Es )4a haat jitel>., ,.._r b dile pia' ,•. .-. if7teae fieri Pilning! CI is lfeeined ji.i sus b &i dte»Ihott El Iambi - nth um: (Widow', 4..0"01pet, - : 1 flys` BneFhlintilli t udi1 . . r. s to 4,;.,, _ ' raw . 'broke, dec luoue, 'to __ ---" High g S *Ines, 7•yeat - .. , . _ - _ _ _ , _ - Medlum-gtowing shrubs, deciduous,_' to __ Lo+-StowIng shrubs, deafduw., __.._: to ......2 @vetileeR Nees - ' tb . . .-' B & E Eldrgeee8Nubby., 'to —Pitt IbENtIplHMioN._thu eshigh flak sit ed ley the IIbSFtgR a Ind bllddl, at i gale hhdlet the h piepfiud MSttgfiot I(FI latter Is known at the thee tit ffpIlflligh. Dam - Sigeftdf 01/26/2004 21.29 6258627 ROAD AND BRIDGE PAGE 02 Garfield County Application for Driveway Permit Applicadoa Dole: 1/I220GI Permit Nawrrkr:I Perishes: In Lis Tenthee/kw Itmc: d/122fl4 Comely Rod Number: 219 Inspector: Ted Morgan District: 2 Sub-Cowbatiar haeby requests permission and authority from the Bond of County Coeunissiooers to construct a driveway approach (a) on thq right-of-way off of County Road, 210.M Address of 0255 CR 210, adjacent to Applicant's property located as the side of rad for the purpose of obtaining ascus us property. Applicant submits herewith for the considerable and approval of the Board of County Commissioners, a sketch of the proposed installation showing all the necanary specification detail including: 1. Frontage of lot along road. 2. Distance from centerline of road to property line. 3. Number of driveways requested 4. Width of proposed driveways and angle of approach 5. DBtance 9otn driveway to toed intersection. if any. 6. Size and shape of area separating driveways if more than one approach. 1. Seebeck disurne of building(s) and other structure improvements. 1. No tmlosding of equipment on county tad, any damage wined to county road will be repaired at subthviaioo avant 9. Responsible for two years from the date of completion Gaaral Pttn ma 1) The applicant represents all panics in interest, sed affirms that the driveway approach (es) s to be constructed by him for the bons fide purpose of cmurimg saxes to his property and net for the purpose of doing business or servicing vehicles on the rad right of way. 2) The applicant shall furnish all labor and materials, perform all work, and pay all casts in connection with the construction of the driveway(s). All wad shall be completed within thirty (30) days of the permit date. 3) The type of construction shall be u designated and/or approved by the Board of County Commissioners or their representative and all materials used shall be of asiafactory quality and subject to inspection and approval of the Bawd of County Commissioners or their representative. 4) The traveling public shall be protected during the inst.11atiou with proper warning signs and signals and the Board of County Commissioners and their duly appointed agents and employee shall be held harmless against any action for person' injury a property Snuge sintdoed by any reason of the exercise of the Permit. 5) The Applicant shall assume responsibility for the removal or durance of snow, ice, or deet upon any pardon of the driveway approach (es) even though deposited on the driveway(s) in the course of the County maw removal operations. 01/26/2004 21:29 6256627 No. ROAD AND BRIDGE PAGE 03 6) In the event it becomes necessary to remove any rigid -of -way fence, the posts un either side of the entrance shall be sandy braced before the fence is out to prevent any slacking of the remaining fence and all posts and wire ranoved shall be turned over to tie Dstrict Road Supervisor of the Board of County Coininisnbners. 7) No revisions or additian shall be made to the driveway(.) or is apptaemecas en the right-of-way without wrinm permission of the Beard of County Commissioners. t) Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County Commissioners of Garfield County, Coktado, and the Specifications, act firth on the attached bumf and incorporated baeio as oonditioas hereof Salidil asdidoss: 1. 3011 r 10' Iaag Asphalt or area pad regrind. 2. Arksway widt‘3O2 3. Trees, brash aad/er Ince need to he reared fOr 3002 eider direction. In signing this application and upon receiving authorization and permission to install the driveway apptas& (es) described herein the Applicant signifies that he has rad, mdermods and accepts rbc foregoing provisions and conditions and agree to construct the driveway(s) in accordance with the accompanying specification plan reviewed and approved by the Board of County Commissioners. Signed: i"KenY.nz k( (\ Address: C'' • / �} . r•i� \ C .7 Telephone Nattier: `Z I 7, . ""> Perini granted ]/17!2001, subject to the provisions, sped/eating sad eoadltloss @Madded ores. For Board of County Commissioners' of Garfield County, Colorado: Representative of Garfield County Rad and Bridge Signature 01/26/2004 21:29 6258627 ROAD AND BRIDGE Snecifications PAGE 04 1. A driveway approach is understood to be that portion of the county read right -of way between the pavement edge and the property line that is designed and used for the interchange of baffle between the roadway and abutting 2. At any intersection, a driveway shall be restricted kr a sufficient distance from the imersectian to preserve the normal and safe move hent of traffic. (It is recommended for ictal residcnce entrances that a minimum intersection clearance of 50 feet be provided and for rural commercial eonances s minimum of 100 feet be provided.) 3. All mtrancm and exits shall be so located and coostructal that vehicles approaching or using them will be ebb to obtain adequate sight distance in both directions along the comity road in at to maneuver safely and without interfering with county road traffic. 4. The Applicant shall not be permitted to erect any sign or display maternal, either fixed or movable, on or extending ova any porion of the county road right-of-way. 5. Generally, no mare than one approach shall be allowed any parcel or property the frontage of which is lass than one hundred (100) feet. Additional entrances or exhs for parcels having a frottage in excess of one hundred 100) feet shall be permitted only after showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon adjoining property. 7. No commercial driveway shall have a width gotta than thirty (30) feet measured at right angles to the centerline of the driveway except as increased by permissible radii. No noocotnme tial driveway shell lave • width greeter than twenty (20) feet measured at right angles to the centerline of die driveway, accept as wcresed by permissible radii. S. The axis of an approach to the rad may be at a tight snide to the centerline of the county road and of any angk between ninety (90) degrees and sixty (60) degas but shall not be Tess than sixty (60) degrees. Adjustment will be made -according to the type of traffic to be saved and other physical conditions. 9. The construction of parldag or savicitg areas on the county road right-of-way is specifically prohibited. Commercial establishments for customer vehicles should provide off -the -road parking facilities 10. The ®rade of entrance and exit shall slope downward and away from the road surface at the same rate as the normal shoulder slope and for a distance equal to the width of the shoulder but in no case las then twenty (20) fed from the pavement edge Approach grades are resieted to not more than ten percent (10%). 1 J . AH driveways and approaches shall be so constructed that they shall not interfere with the draioage systau of the street or county road. The Applicant will be repaired to provide, at his own expanse, drainage structure at enerences and exits, which will become an integral part of the existing drainage system. The Board of County Commissioners or their represeaativc prior to msalktion, root approve the dimensions and types of all drainage eructate Note: Thi perdu shall be made available at the site where and whet work is beans don* work sketch or drawing of the proposed driveway(s) mast atenama sy apptleedaa No permit who be "seed wltbsat drawing, blaeprld,orshark Weaver Property, CR 352 (Airport ltd.) 1/29/04 Steve Hackett From: Andy Schwaller Sent: Thursday, February 12, 2004 3:08 PM To: Mark Bean; Steve Hackett Subject: Mile Pond Project I talked to Rocky Blake who is the contractor for Ken Kriz. Ken is out of town. Rocky said Ken was selling the property to a couple that had or will be adopting a bunch of kids. I asked if it was going to be a foster home orphanage or single family dwelling. Rocky was not sure. I gave Rocky a copy of the letter from the Dept. of Health and explained the building permit maybe subject to a geological hazard review if there is radioactive material on the site. Rocky has our web site and sec. number for the geo hazard info. He said he would clarify the buildings use as well. I am sure we will deal with it all next week. Andy 2/17/2004 Weaver Property, CR 352 (Airport Rd.) 1/29/04 Steve Hackett From: Andy Schwaller Sent: Thursday, February 12, 2004 9:41 AM To: Mark Bean; Steve Hackett Subject: Mile Pond Project -Mill Tailings It would appear we could require the applicant for a residential structure to be in compliance with the Geologic Hazard Regulations as outlined in Sec 5.11.02 of our Supplementary Regulations. See also 5.12.11 Radioactivity and Sec. 5.14.07 Additional Submission Requirements -Radioactive Hazard Area for more info. It would appear that a building permit could not be issued until the applicant is in compliance with these provisions. The County appears to have great latitude to require compliance. It also appears there is a potential problem out there based on Paul Olivers memo to us to warrant a study. That is a lot of appears Andy 2/13/2004 istiSsaaanslisstslot /338 Grand Avenue #/84 Glenwood S.rrnrs. CO 81601 Phone 970.925 8802 Fax 970 945.2266 March 2, 2004 Kenneth Kriz Glenwood Springs, CO. RE: Radon Mitigation at 0255 County Road 210 in Rifle, CO. RADON MITIGATION PLAN SUMMARY Radon Engineering Consultants, Inc. will install complete radon system(s) to mitigate radon levels in the structure to EPA threshold of 3.9 pCi(L or less for thirty-five years. This shall include all labor, materials, equipment, instrumentation, clean up and post -mitigation testing per EPA protocols and standards, local and national building codes. SCOPE OF WORK • Install radon vent piping under slab on grade areas. • Install perforated radon vent piping in all crawl space areas. * Apply radon sealants at all expansion joints, control joints, pipe and service penetrations, saw cuts, etc. • lnstall radon barrier liner membrane in all crawl space areas. * Install radon vent piping through structure. • Install in-line Radon Centrifugal Turbine(s). • Install System Failure Instrumentation. * Provide post -mitigation radon testing. • Provide thirty-five year warranty. FAX Number of Pages: Date: TO: %1)jz4l k4/2 FROM: (including this cover sheet) FAX#: z34—z197 Comments: ropy tut . �Fffi C.4,n C1ot.D RE l3 Garfield County Building & Planning Department 108 8th Street, Suite 201 Glenwood Springs, CO 81601 (970) 945-8212 Fax # (970) 384-3470 Fax:9702487198 interoffice memo/fax POWS to tomow: 3 Vel,nL0_r1 11, to q V%\(" C- Veee W!CA_ 0-�8M-347a Date: T0: At: From: At: 47 Feb 11 2004 11:57 P. O1 c1P e 970-248. flLje.r c11�. pbone 970.248-7198 FAX Pia. , t +t, vv -F '5 ce Note. Ctcr.r57tta�. ,p�a�._ti „tuts-Rl— tic ,p alp � r • 1'�P 4 ;+ Ltd t 14t L 8 plc s *1(s �� ?Q(�' s ruo t .1- 1 11 Y 15 S°/ I u%((( eevint 1/q/1 ma g'016)44�l D 1 .e_. g D-6/2,1 ,`moi I 1 1 1 1 1 1 1 1 1 a 1 a 1 1 CI1PHE/630 Fax:9702487198 Feb 11 2004 11:57 P. 02 Vicinity Property No. RF.429 LEGAL DESCRIPTION The property which is the subject of this Completion Report, the address of which is East Highway 6 & 24, Rifle, Colorado, is more particularly described in the Garfield County Recorder's Office, as follows: All of the following described lands in Sections 10 & 15, Township 6 South, Range 92 West of the 6th P. M. which lies North of U. S. Highways 6 & 24: Section 10 A tract of land in S 1/2 SE cont. 19.84 Ac. & beginning at the S 1/1 Cor. of See. 10; thence E to the N Row line of U. S. 6/24, thence N 10° 3' E 89.35', thence N 24° 24' E 806.61', thence N 604.83', thence S 57° 15' W 1925' M or L to the POB Sec. 15: Pt. of Lots 1 & 2 lying N. of U. S. 6 & 24 cont. 11.25 Act. Total 31.09 Ac. B-2 CDPHE'GJO Fax:9702487198 Feb 11 2004 11:58 P.04 KEY P AN NOT TO SCA2.E 1 IdI ISOOR TIOOR T. 4. LEGEND W WATER LME • CAS LINE GM GAS YAW S SEWER LINE =WA MAIN —STY STORM SEWER E ELECTRICAL UNE TEUEPRCA&! TV NHE UNE TV CAKE —PROPERTY UNE —x—x—x—x— FENCE UNE ma.. c METER ®e.. VA&VE O PROPERTY PW • P010 POLE OYERNEAD SERVICE DENOTED BY SOLD LONE UNDERGROUND SERVICE DENOTED BY DASHED UNE MW2rY. sun! Lawn • U 0233 amuse= Oona IVA. Tel want Mon Amu CU Mnfa 11f0.MCd4 MOO NMRUfaa. Wu ALL ,APRs le lMTCP •QCINAL [LJTATIOIR MO a.11nuaI !Anclos. TQ neATAnw Or rat YTLL Q OLTacaw ST NYIInoaA. .ureosegaL LIM4en. SAS -BUILT DRAWING anal I. M LAM. arnfros Or OOG rauaYiq TLL9LeAL Srscl ncartw. un[ TO TQ U23U1L Amor .Os 2Rw33l0 rOR PIYrfTT I. 4/,423: ILVTtt% .1110 CLSASO10 nit One= . Sten= OTiis IMeOJCIloRY QT JM. •WVAL sscnL- '1200 QCLVATIW MO CALL ILL SIMO. IYpif.ArllC 2. UTI LT'n Lxaron MIL 2v i2T.S334a sea. lincons LTw sun. u feW.r u+g..nrs 2w m Anus L4CAn ws Of OnnYRf nzea n Mar Or N.n,0.Tfu. I. jA isesTATTOO MOOT on Dowse an DMSO 01 A LMOTUU nom Or MUM, TANu W.DC Tn Y01owOGxaL. MPRTTU or TA1C In.an. Aoonrorai RienOTOUOLLII9131to I33P0I13I GW1IC .41'11., Aetu. wl car SOU 01 LUB naTtnN To .r TWO T2LM TQ o33UrAnl LOS. ... IMAMS TO m LOOTS Neo /CRS e. DGYAfTU SNOOP OP THE =SICA DUM M rum. I1 AS O I aIOTlO R TIM Oonyaer a 3 ILIILSYRATIW. .13.0.1 Mr= A4 .s4on11i0 b ramp Q QaTAL ALTIG. QILALT POLO TO OQGI3M4. £OCA710a IOUS IALYAC10 04 331 QT21XAL Q LUPII10 TO cirrus 14,1ousToIcfoY Wernoe ea QI.PILO OT 4111 CDrlACr a•3 QYWIRTM. S . GAl2 1X214. Q LIIDI CET QOTAfc 2202112 1¢ITmfu Mau so Our Ton AQ POT 0UTwsel. 4 sacware+4 Vmils TO TIR Qnif. IPIPATTO Thu 0AY:fo 141 ITU Maul LTx VISI? 4. Mra 'A' { owl= TALC ••• 4 Oaf . CY xotorT 3 a 1 30 S RATLVL TO IQIin[ MIO1 1P ION IS L MO n CMAs t 0T Is IPIMe wove Q muePf u as aontMLTe1 4 QrmunTTw. U. 8 6. q' A4-. '0 e 40 l JO "4;1 Ae.4 .DEPARTMENT OP ENERGY ALIUOUEROU1, MC. 11414100 EXCAVATION ANO RESTORATION PLAN RF -429 M1T DRAWWG TOO CGeSTRYLTON PNC ?acct .. NR URNALM MRL TAIINGS REYEDUL AC1NN PROJECT r - .ma ae0 il 11401 JO Moos :A arta am ..PP 4•••'AAIeA.I Vet ..43. as �00 IM4r".Cr ew.Nis p4 •,NR.• EYaOrt TIG NR 1 (MK-FERGUSON • DE—ACO 4-834118796 RAWIP9 "erPF-429-020 rLvY. CDPHE/GJO Fax:9702487198 Feb 11 2004 11:57 P. 03 11370 s0. 1100 3000 OSSA 700.0 MOOR 600.0 403.411 GIRT ROAO 100 0 .06 OR MtE ROMO ROAO 1 (210 RD ) AREA '9' 1 1 n 0 10 100 200 NO 1m BMW . sats File notes Spoke with Rocky Blake regarding Permit Number 9030. I requested them to submit amended plans to reflect the as built conditions. We discussed the deleted bathrooms and the added bedrooms. The septic was designed for only 6 bedrooms. We discussed the kitchen removal to include all appliances and the utilities to them as per redlined iltetns. The sink and an under counter refrig are allowed. Andy Schwaller 8-02-04 Kriz, Permit 9030. XT Bedroom #2, Closet. 8-9-04 Kriiz, Permit 9030. XT Bedroom #1, Closet. 8-9-04 Garfield County BUILDING & PLANNING DEPARTMENT Ken Kriz, Golden Buff Enterprise 0483 C.R. 167 Glenwood Springs, CO 81601 August 9, 2004 Re: Building Permit # 9030, 0255 C.R. 210 Rifle, CO. Dear Ken, Please note that the Certificate of Occupancy (C.O.) will only be issued with the understanding and agreement by you that the building will be for a single family dwelling only with 6 bedrooms and one kitchen. These conditions will be stated on the C.O.. Any variance to the building from what is stated on the C.O. without applying for a new building permit will cause the C.O. to be revoked. A copy of the C.O. and this letter will be included with the assessors' records for their periodic inspections of properties within the county. By your signature below you agree to the conditions listed and you also agree to forward these requirements to any new owner. Your truly, Andrew Schwaller Building Official 1 agree to the conditions stated in this letter.47. � j Date cc< — (Z — Ken Kriz 108 8th Street, Suite 201, Glenwood Springs, Colorado 81601 (970) 945-82/2 (970) 285-7972 Fax: (970) 384-3470 ii: Garfield County March 10, 2004 Mr. Ken Kriz Golden Buff Enterprises BUILDING & PLANNING DEPARTMENT Code Compliance Office shackett(a Barfield-county.com As a condition of issuance of a building permit for a single family dwelling on your property at 0255 County Road 210, known as Garfield County Assessors Parcel 2177 151 00 002, you are requested to agree to the following items by signature below. 1. This is to be a single family dwelling only. 2. Optional bathroom plans number 2 and number 3, as shown on the plans, are not to be constructed. 3. Only one kitchen will be installed. 4. Radon Gas mitigation must be accomplished by an Environmental Protection Agency certified installer. Agreed to by owner r date rr—OL/ 108 8th Street, Suite 201, Glenwood Springs, Colorado 81601 (970) 945-8212 (970) 285-7972 Fax: (970) 384-3470 co 0 A 0 Tor S A A R 3 0. N n H A R 0 v O co 0 w cc co cr0 w O O. S Q W Mw w 0 n N O faC A cD 7 n co O n 0 3 c A 7 H N o. o. O ID m 1< 0 O_ A a Q w CD 5' w o cD R O c < CD coc m 1 • o c'o O 7 3 Q N 7 to A m o. 2 v 3• d 0� m m vt co St O. N 0. O d C 7 O. N S N N ON Q S est N cn n 1 O c m 2 A /• 1; o O 0. CD • S O Mtn y lD lD a ;e pe enol 4of 0 coTo' V O co 0l N N 0 CO Co 0 N O O a cn O 0 0 0 O d a O O 0 coo 0) w CD N -a O O (0 V O 40 ci a CD 01f N3 O Na TN V 7 0 �O N n 0 0 03 O. 0 • COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at oics £?4 2.4) Permit No. 9oso I have this day inspected this structure and these premises and found the following corrections needed: 0 CJS oto gt An/ ada.— _ Coy' )-- ?Litt/ "/"(lettag3oS citvt,_ ettit, 2^ "at'l gr. 1_ You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date O 20 nr Building Inspector /tfc41 7Q4_ Phone (970) 945-8212 3i I l ocf cSAlticAAAAS GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N° 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT 3910 Assessor's Parcel No. This does not constitute a building or use permit. PROPERTY Owner's Namedn 1 2i Ke icr h p(`S�s � Gado, Present Address n ct?3 C t.c! ,7 G'S 1414 Phone `5—� te? System Location Nass C a.co 1 co p165t Legal Description of Assessor's Parcel No 1 1 — !S 1— d0 — 0 0 .. SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements 12— Date Inspector t"i!/ - ""9 FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer 1 6'7b k J Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other] '`cam C'� Date �/ Inspector , D• r R TAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973. Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs,alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT No as 0 Job A. dress Owner Contractor r eb Setbacks: Front Rear • ►ZI1lc t4a2A ' V38S Assessor's Parcel No)100-/S7- 0 0 - DO Date 3p/051 BUILDING PERMIT CARD CC Veit) Soils Test Footing Foundation Grout Underground Plumbing Rough Plulnbiin Framing G7''y/ Insulation tO�-/� Roofing /�� Drywall 4 -0 44 %IL - Gas Piping 3-2-'c ddress o Yui Cie 147 C'S 116° / Phone # q_ 377 Address ye,rc•ernk $ma ¥s t fiarti (V RH INSPECTIONS Phone # q -99Y LH Zoning Weatherproofing Mechanical 7rLt Lot Electrical Rough (State) Electrical Final (State) S -t L -oat kie "cc Tc /Checklist Completed? FtiAL •liwir Certificate Occupancy # gµµ IN FW Date Septic System # Date "3 Final 7 -7 - Other .p,l.0 NOTES / �i Cae.u, 41- RS -Sat) 8PP(Wrrrtinue on back) Chex. l- C 0, EXTERIOR Address No Drainage Decks -support 8 clearance to wood Decks -stairs 8 rails Exterior lacks Flashing around doors 8 windows Insect screens INTERIOR GARAGE Fan wall separation Service doors -13/4" min Door (20 min.) w/auto closer -11/2" min Mech. egwp. 18" above floor No opening into sleeping area BASEMENT -CRAWL AREA Access Insulation Headroom/Stairs Ventilation 5Df'BrvtNsn1 -nen It/i 1-'3/3 (2 &51 A1/5 FINAL CHECKLIST MECHANICAL ROOM STAIRWAYS Boiler Headroom (8'8") Hot water Railing 8 guardrails F.A. ges/oil Width Floor drain Rise 8 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 tan Combustion air Shatterproof glass Hearth (12" or 20" on sides) OTHER Glass doors Certified by. REMARKS 9s# £LL 0C# /ell_ 1 i, F .1, - �,..,, , 1 MANUFACTURED HOME BUILDING PERMIT GARFIELD COUNTY, COLORADO ‘1/4\04 Date Iss .Zoned Area. Permit No... °_? 11) AGREEMENT In consideration of the issuance ofthis permit the applicant hereby agrees to comply with all haws and regulations related to 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 mot hay compledwith in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Oficial and IMMEDIATELY BECOMES NULL AND VOID. fA\t& ( 1 kesicktAcks„. Addrses rLegal Cit it to R �w 1 t t &1 endow t' `tc o.414tu Q c ' T� i F. NQT TRANSFERABIX X93 108 8th Street, Suite 201. County Co&aat use Plazj Glenwood Sp APPROVED Date 1 �t (IF PLACED OUTSIDE, COVER WITH CLEAR PLASTIC) � ,,,,a 91, �Do'&> f`17 VX;IiP- Footing : ti --2 2 -c#, i// // Foundation or Mooing : '7 -, 2-o / ,641.- 1- Driveway : Rough Plumbing : Gas Piping : g Zrol ---- `1— ``k``•.' e;, 6"r7-c� R r o"._:,. . /CC F,N,;/7-Zs-ovr.F., /h,,.L` .,-,.- Ott n .c e CAo Septie Final : Final : p . `` -• 0 /��,t Notes: pgy1v 44- al-6/�_ t7 ° Sa wlna ®s Bald Y d Unit `tc o.414tu Q c ' T� i F. NQT TRANSFERABIX X93 108 8th Street, Suite 201. County Co&aat use Plazj Glenwood Sp APPROVED Date 1 �t (IF PLACED OUTSIDE, COVER WITH CLEAR PLASTIC) CTLITHOMPSON I w e s r- writ GEOTECHNICAL INVESTIGATION MODULAR RESIDENCE 0255 COUNTY ROAD 210 GARFIELD COUNTY, COLORADO Prepared For: MR. KEN KRIZ 0483 County Road 167 Glenwood Springs, CO 81601 Job No. GS -4113 December 17, 2003 234 Center Drive I Glenwood Springs, Colorado 81601 Telephone: 970-945-2809 Fax: 970-945-7411 TABLE OF CONTENTS SCOPE 1 SUMMARY OF CONCLUSIONS 1 SITE CONDITIONS 2 PROPOSED CONSTRUCTION 2 SUBSURFACE CONDITIONS 3 SITE EARTHWORK 3 FOUNDATION 4 SLAB -ON -GRADE CONSTRUCTION 5 BELOW -GRADE CONSTRUCTION 6 SUBSURFACE DRAINAGE 6 SURFACE DRAINAGE 7 LIMITATIONS 8 FIGURE 1 - APPROXIMATE LOCATIONS OF EXPLORATORY PITS FIGURE 2 - SUMMARY LOGS OF EXPLORATORY PITS FIGURE 3 - GRADATION TEST RESULTS FIGURE 4 - EXTERIOR FOUNDATION WALL DRAIN MR. KEN KRIZ 0255 COUNTY ROAD 210 CTLT JOB NO. GS -4113 SCOPE This report presents the results of our soils and foundation investigation for the proposed modular residence at 0255 County Road 210 in Garfield County, Colorado. We conducted this investigation to evaluate subsurface conditions at the site and provide foundation recommendations for the proposed construction. Our report was prepared from data developed during excavation of exploratory pits atthe site, engineering analysis and our experience with similar conditions. This report includes a description of the subsurface conditions observed in exploratory pits, and presents recommendations for design criteria for the recommended foundation, and geotechnical and construction criteria for details influenced by the subsoils. Recommendations contained in this report were developed based on our understanding of the planned construction. If plans differ significantly from the descriptions contained in the report, we should be informed so that we can check that our recommendations and design criteria are appropriate. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS 1. Subsurface conditions exposed in our exploratory pits excavated at the site consisted of 6 inches of sandy clay "topsoil"over 1 and 1.5 feet of sandy clay underlain by slightly silty gravel with sand and cobbles to the total explored depth of 7 feet below existing ground surface. Free ground water was measured at depths of 4 and 5 feet in the exploratory pits at the time of excavation. Exploratory pits were backfilled immediately after the field investigation was completed. 2. We recommend constructing the residence on footing foundations supported by the undisturbed, gravel soil. Footings deeper than about 3 feet below existing ground surface could require significant dewatering to construct. Design and construction criteria for footings are presented in the report. 3. We understand a crawl space will be below the main floor of the residence. The bottom of the crawl space should be no deeper than 3 feet below existing ground surface. We recommend a washed rock MR. KEN KRIZ 0255 COUNTY ROAD 210 CTLJT JOB NO. GS -4113 1 layer with an embedded PVC drain pipe network on the crawl space floor. Additional discussion is in the report. 4. Surface drainage should be designed to provide for rapid removal of surface water away from the residence. A foundation drain should be constructed around the crawl space. SITE CONDITIONS The site is located on a parcel northwest of the intersection of U.S. Highway 6 & 24 and County Road 210 in Garfield County, Colorado. An unimproved driveway provides access to the planned building site (see Figure 1). Three existing wells are adjacent to the proposed building footprint. Pits for percolation testing, west of the building footprint, were excavated by others prior to our field investigation. Ground surface in the vicinity of the planned building is relatively flat and vegetated with grass and weeds. Wetlands areas are to the south and west. PROPOSED CONSTRUCTION We understand the proposed residence will be a one-story, modular building with a crawl space below. Foundation loads are expected to vary between 1,000 and 2.000 pounds per lineal foot of foundation wall with maximum interior column loads of 20 kips. Maximum foundation excavation depths will likely be on the order of 3 feet. Completed wall backfill depth may be slightly more than excavation depth as final grades are adjusted for drainage. If construction will differ significantly from the descriptions above, we should be informed so that we can adjust our recommendations and design criteria, if necessary. MR KEN KRIZ 0255 COUNTY ROAD 210 CTLJT JOB NO. GS -4111 2 SUBSURFACE CONDITIONS We observed excavation of two exploratory pits (TP -1 and TP -2) to investigate subsurface conditions at the site. The approximate locations of the exploratory pits are shown on Figure 1. Exploratory excavation operations were directed by our laboratory/field manager who logged subsurface conditions exposed in the pits and obtained samples of the excavated soils. Graphic logs of the soils encountered in our exploratory pits are shown on Figure 2. Subsurface conditions exposed in our exploratory pits excavated at the site consisted of 6 inches of sandy clay "topsoil" over 1 and 1.5 feet of sandy clay underlain by slightly silty gravel with sand and cobbles to the maximum explored depth of 7 feet. Observation during excavation operations indicated the clay was medium stiff to soft and the gravel was dense. Free ground water was measured at depths of 4 and 5 feet in the exploratory pits at the time of excavation. Exploratory pits were backfilled immediately after our field investigation was completed. One sample of the gravel was selected for gradation testing. Results of gradation tests are shown on Figure 3. SITE EARTHWORK Grading plans were not provided to us. We expect minimal site grading will be performed at the site. Placement of fill is not anticipated below the building footprint at this writing. Areas which will receive fill should be stripped of vegetation, organic soils and debris. The on-site soils free of organic matter, debris and rocks larger than 6 inches in diameter can be used as fill. Fill should be placed in loose lifts of 10 inches thick or less and moisture conditioned to within 2 percent of optimum moisture content. Fill placed outside the building footprint should be compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. MR. KEN KRIZ 0255 COUNTY ROAD 210 CTUT JOB NO. GS -4113 3 A 4 -inch thick layer of densely compacted, CDOT Class 6 aggregate base course or similar soil can be used as a leveling course below footings, if necessary. Granular soil used as a leveling course should be compacted to at least 98 percent of ASTM D 698 maximum dry density. We anticipate excavations for the building foundation and utilities can be accomplished using conventional, heavy-duty excavation equipment. Excavation sides will need to be sloped or braced to meet local, state and federal safety regulations. The gravel soil classifies as a Type C soil based on OSHA standards governing excavations. Temporary slopes deeper than 5 feet should be no steeper than 1.5 to 1 (horizontal to vertical) in Type C soils. Excavations below ground water require flatter side slopes. Contractors should identify the soils encountered in the excavations and refer to OSHA standards to determine appropriate slopes. Free ground water was measured at depths of 4 and 5 feet in the exploratory pits at the time of excavation. Ground water levels at this site will typically be closest to the ground surface during spring and early summer months. Excavations for foundations or utilities that extend deeper than about 3 feet below existing ground surface could require significant dewatering to construct depending on the time of year. We recommend that excavations above a depth of 3 feet be sloped to a gravity discharge or to a temporary sump where water can be removed by pumping. The ground surrounding the excavations should be sloped to direct runoff away from the excavations as much as practical. FOUNDATION We recommend constructing the residence on footing foundations supported by the undisturbed, gravel soil. The completed foundation excavation should be inspected by a representative of our firm, prior to placing forms, to confirm that the gravel is exposed and suitable for support of the designed footings. Based on our MR. KEN KRIZ 0255 COUNTY ROAD 210 CTL/T JOB NO. GS -4113 4 subsurface information and experience, we anticipate footings deeper than about 3 feet could require significant dewatering to construct. We anticipate maximum total settlements of footing foundations supported on the native gravel will be less than 1 inch. Recommended design and construction criteria for footings are presented below. 1. Footing foundations should be supported by the undisturbed, gravel soil. Soils loosened during excavation or the forming process for the footings should be removed or the soils can be re -compacted prior to placing concrete. If needed, a maximum 4 inch thick layer of compacted CDOT Class 6 aggregate base course or similar soil can be placed below footings as a leveling course. 2. Footings supported by the native gravel can be designed for a maximum allowable soil bearing pressure of 4,000 psf. 3. Continuous wall footings should have a minimum width of at least 16 inches. Foundations for isolated columns should have minimum dimensions of 24 inches by 24 inches. Larger sizes may be required, depending upon foundation loads. 4. Grade beams and foundation walls should be well reinforced, top and bottom, to span undisclosed loose or soft soil pockets. We recommend reinforcement sufficient to span an unsupported distance of at least 10 feet. Reinforcement should be designed by a qualified structural engineer. 5. The soils beneath exterior footings should be protected from freezing. We recommend the bottom of footings be constructed at a depth of at least 36 inches below finished exterior grades for frost protection. SLAB -ON -GRADE CONSTRUCTION We understand no slab -on -grade construction is planned for the project. If plans will include slabs -on -grade, we should be informed so that we can provide geotechnical design and construction criteria. MR. KEN KRIZ 0255 COUNTY ROAD 210 CTLJT JOB NO. GS -4113 5 BELOW -GRADE CONSTRUCTION Foundation walls which extend below -grade should be designed for lateral earth pressures where backfill is not present to about the same extent on both sides of the wall. Many factors affect the values of the design lateral earth pressure. These factors include, but are not limited to, the type, compaction, slope and drainage of the backfill, and the rigidity of the wall against rotation and deflection. For a very rigid wall where negligible or very little deflection will occur, an "at -rest" lateral earth pressure should be used in design. If the on-site soils are used as backfill, we recommend design of below -grade walls using an equivalent fluid density of at least 45 pcf for this site. This equivalent density does not include allowances for sloping backfill, surcharges or hydrostatic pressures. The structural engineer should also consider site specific grade restrictions and the effects of large openings on the behavior of the walls. Backfill placed adjacent to foundation wall exteriors should be free of organic matter, debris and rocks larger than 6 inches in diameter. Backfill should be moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. SUBSURFACE DRAINAGE Water from rain, snow melt and surface irrigation of landscaping frequently flows through relatively permeable backfill placed adjacent to a building and collects on the surface of relatively impermeable soils occurring at the bottom of the excavation. This can cause wet or moist conditions in below -grade areas after construction. We recommend installation of an exterior foundation drain around the residence. A washed rock layer with an embedded PVC drain pipe network should be installed on the crawl space floor. MR. KEN KRIZ 0255 COUNTY ROAD 210 CTLJT JOB NO GS -0113 6 The exterior foundation drain should consist of a 4 inch diameter, slotted, PVC pipe encased in free draining gravel. The drain should lead to a positive gravity outlet, or to a sump pit where water can be removed by pumping. Gravity outlets should not be susceptible to submersion or freezing. Excavations to construct the foundation drain must not undermine the subsoils supporting the adjacent footing foundations. A typical foundation drain detail is presented on Figure 4. The crawl space must be provided with efficient drainage. We recommend constructing a drain system on the crawl space floor that consists of 2 -inch diameter, slotted, PVC pipe installed on 6 to 8 foot centers and imbedded in at least 6 inches of washed gravel. The pipes should convey water to a perimeter drain collector pipe. Water collected should be discharged to a positive gravity outlet or to a sump pit where water can be removed by pumping. Placement of a vapor barrier above the washed rock layer should be considered to mitigate the potential for high humidity and standing water in the crawl space. Ventilation is important to maintain acceptable humidity levels in crawl spaces. The ventilation system should consider the humidity and temperature of air, and air flow volumes. It may be appropriate to install a ventilation system that is controlled by humiditstat. SURFACE DRAINAGE Surface drainage is critical to the performance of foundations. We recommend the following precautions be observed during construction and maintained at all times after the residence is completed: MR. KEN KRIZ 0255 COUNTY ROAD 210 CTL[T JOB NO GSd110 The ground surface surrounding the exterior of the residence should be sloped to drain away from the residence in all directions. We recommend providing a slope of at least 6 inches in the first 5 feet around the residence. 7 2. Backfill around the exterior of foundation walls should be placed in maximum 10 inch thick loose lifts, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. 3. The residence should be provided with roof gutters and downspouts. Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks and downspout extensions should be provided at all discharge points. 4. Landscaping should be carefully designed to minimize irrigation. Plants used near foundation walls should be limited to those with low moisture requirements; irrigated grass should not be located within 5 feet of the foundation. Sprinklers should not discharge within 5 feet of the foundation and should be directed away from the building. 5. Impervious plastic membranes should not be used to cover the ground surface immediately surrounding the residence. These membranes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabrics can be used to control weed growth and allow some evaporation to occur. LIMITATIONS The exploratory pits excavated at the site provide a reasonably accurate picture of subsurface conditions. Variations in the subsurface conditions not indicated by the pits will occur. We should observe the completed foundation excavation to confirm the native gravel is exposed and suitable for support of the footings as designed. Our report was based on conditions disclosed by our exploratory pits, engineering analysis and our experience. Criteria presented reflect our understanding of the proposed construction. If construction will differ significantly from the descriptions in the report we should be informed so that we can check that our recommendations and design criteria are appropriate. MR. KEN KRIZ 0255 COUNTY ROAD 210 CTLJT JOB NO. GS -4113 8 This investigation was conducted in a manner consistent with that level of care and skill ordinarily exercised by engineering geologists and geotechnical engineers currently practicing under similar conditions in the locality of this project. No other warranty, express or implied, is made. If we can be of further service in discussing the contents of this report or in the analysis of the influence of the subsoil conditions on the design of the structure, please call. CTL/THOMPSON, INC. a 1, yv; James D. Kellogg Staff Geotechnical Engineer Review John M Branch JDK:JM:c (5 copi MR. KEN KRIZ 0255 COUNTY ROAD 210 CTLIT JOB NO. GS -4113 9 SCALE: 1'= 100 e - 7 7 ve‘ 7 7 Gra 7 -7 ,sc‘ng 7— ‚-7 7 7 7 7 7 7 -7 % Upland Acreage = 2.442± ) civetiano Q J \ 6,13 :01/4 /fp C\i 0. 7- 77 t,f1 Qv" 7 . 7 7-7 / 717 s#4 ris.ib Proposed Leach Field JetLand TP -2 5 • , i Me st16 .....' -cea) rite) Test Pit (Typtoal) / Existing / / ...-°••"" Wells ---- " NS ...-- 'JV, ..-- TP -1 ----- -- - ' .r--- C.? De ------r--7' -1------. --- 7. Proposed Buticiavg Envelope Mr. Ken Krtz ow Cana, Road 210 Job No. GS -4113 (• ;• 4 Approximate co Locations of Exploratory Pits Flo. 1 LEGEND: a 111 v O • C .c 0 0 0 0 5 TP -1 Sandy clay "topsoil", organics, very moist, brown. Clay, sandy, medium stiff to soft, very moist, brown. (CL) Gravel, slightly silty, sand, cobbles, very dense, very moist to wet, brown. (GP—GM) Indicates bulk sample. Indicates free ground water level measured on the day of excavation. Job No. GS -4113 TP -2 v NOTES: DQ1 0 — 5 10 MINNS 0 0 v 5- • 0 0 1. Exploratory pits were excavated with a backhoe on December 11, 2003. Pits were backfilled immediately after excavation operations were completed. 2. Locations of exploratory pits are approximate. 3. These exploratory pits are subject to the explanations, limitations and conclusions as contained in this report. SUMMARY LOGS OF EXPLORATORY PITS Fig. 2 HYDROMETER ANALYSIS L SIEVE ANALYSIS 25 HR 7 HR TIME READINGS 45 MN 15 MIN 60 MN 19 MIN 4MIN 100 I - 90 ' US STANDARD SERIES CLEAR SQUARE OPENINGS 1 MN '200 '100 '50 '40 '30 96 10 .8 3,8' 3/4' 1W S 5-6' 8' 70 60 40 30 20 10 °001 D 002 #- 0 10 20 30 0 40 a 50 411 60 70 80 90 1m 005 009 019 037 074 149 297 0 42 590 1 19 2.0 2.38 4 76 9 52 191 36 1 76 2 127 200 DIAMETER OF PARTICLE IN MLLIMETERS 152 CLAY (PLASTIC) TO SRT (NON -PLASTIC) SANDS GRAVEL FINE 1 MEDIUM 1 COARSE FINE 1 COARSE 1 COBBLES Sample of GRAVEL, CLEAN (GP From TP -1 AT 4-6 FEET GRAVEL 78 % SAND 19 % SILT 8 CLAY 3 % LIQUID LIMIT - % PLASTICITY INDEX HYDROMETER ANALYSIS SIEVE ANALYSIS 25HR 7HR 45MN 15 MN 100 9D - - THE READINGS US STANDARD SERIES 60 MN 19 MN 4MIN 1 MIN '200 '100 '50'4090 "16 '10'8 ::.J::: I.. CLEAR SOUARE OPENINGS 16' 3N• 114' 3' 5.6' 8' D 70 60 30 20 • ( -r 10 0 001 0 002 005 009 0 9 037 074 149 297 0 42 590 1 19 2 0 238 DIAMETER OF PARTICLE IN MLLIMETERS 476 952 191 381 10 20 30 4a 50 60 70 80 90 100 782 127 200 152 CLAY (PLASTIC) TO SILT (NON -PLASTIC) SANDS GRAVEL FINE 1 MEDIUM 1 COARSE FINE 1 COARSE 1 COBBLES Sample of From JOB NO. '3S-41'3 GRAVEL SILT & CLAY PLASTICITY INDEX % SAND LIQUID LIMIT Gradation Test Results D/o % FIG 3 SLOPE PER OSHA SLOPE PER REPORT BELOW GRADE WALL PROVIDE PVC SHEETING GLUED TO FOUNDATION WALL TO REDUCE MOISTURE PENETRATION. ENCASE PIPE IN WASHED CONCRETE AGGREGATE (ASTM C33, NO. 57 OR NO. 67) EXTEND GRAVE TO AT LEAST 1/2 HEIGHT OF FOOTING. Job No. GS -4113 BACKFILL (COMPOSITION AND COMPACTION PER REPORT) COVER GRAVEL WITH FILTER FABRIC 2" MINIMUM 8" MINIMUM OR BEYOND 1:1 SLOPE FROM BOTTOM OF FOOTING. (WHICHEVER IS GREATER) L 4 -INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SHOULD BE PLACED IN A TRENCH WITH A SLOPE RANGE BETWEEN 1/8 INCH AND 1/4 INCH DROP PER FOOT OF DRAIN. REINFORCED STEEL PER STRUCTURAL DRAWINGS CRAWL SPACE FOOTING OR PAD BOTTOM OF EXCAVATION NOTE: DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTTOM OF FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. Exterior Foundati n Waft Drain Flg. 4