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Home My WebLink AboutApplication-PermitGarfield County No. 10544 Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 inspection Line 384-5003 Job Address: Cr 215, Parachute Parcel#: 2171-118-20-008 ------------~----~~~~~~---------------- Use of Building: HUD manufactured home on crawl space w/patio & garage Owner: Cheveron USA Inc Contractor: MSR Constrution ----------------~~~~~~---------------- Amount of Permit: $945.53 ----::-=-::-::-:-::-::---~ Manu home fee +septic $550.00 Total $1,495.53 7/3/2007 Date: Clerk: _ _,;;l\--=_,._}~~\..:_Cf"' __ GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8"" Street, Suite 401, Glenwood Springs, CO 81601 tntJ70-945-8212 I Fax: 970-384-3~!!-:nspectiOii"L::t 970-384-5003 Permit No: j {)5 \ '\ ( Parcel/Schecjule No: 11.171 ··(if-~oo ~ [ Job Address f.-.1. :-f.~ <WAI~J \ Ll 1 '/?'----:~ ~·• ,.. ,;)_J 7/-/'Z ,;:l.-00 -·£ og' /.PP'Wlll'#) 'I"' 'NN-"' C f) l'i:l ,j-.( S r Af'CLG~ )S I \o3.) l Lot No: Block No: Subd. I Exemption: 4 Architect/Engineer: Address:' Ph: Lie. No . . .? Sq. Ft of Building: Sq. Ft. of Lot: Height: t'ff' No. of Floors: f<'/'7;1-<;3 :J.O. ':f /l-c.f' e5 I (i Use of Building: Res.'~ t4 u I) )II\ (l /_ ,.....,._ • .e .t.L · eM CA..-.o..c..,.Q <-Lllo • D {.).. 7 Describe Work: Nee.:> Mod. 8 Class of Work: Cl S) Garage: ~ 30;<'(0 10 o Driveway Permit /<VI--~ !il" Cl New Single Double Cl v ~ ""~"' Cl Alteration Addition CJ Move On-Site Sewage Disposal Carport: ~ Site Plan 75'·· I o Remove Cl Single CJ Double 11 Valuation of Work: $ Adjusted Valuations: S /..../ '\ <Y.D£1 •. rn Jfd7,oocJ {"'f6' 7 u~ M '1?\ 1 12 Special Conditions: \(~IF"( ~c:sT•...Jec. Hv""""'-C!'> ~/f1-)01J;-.JJ;0 ~til, l~v~~~-s~--~~-o~~~'t=---------~~~~--~==~~----~ NOTICE Plan Check Fee: Permit Fee: A SEPARATE ELEC1TUCAL PERMIT IS REQUIRED AND MUST BE lf '-..- ISSUEDBYTHESTATEOFCOWRADO. :}£'§2 ,·J? ?1.2: 0 S'J 3 Q, 1HISPERMITBECOMESNULLANDVOIDIFWORKORCONSTRUCTION Total Fee: Ciur5' Dated Permit Issued: AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS. OR, IF ( 1 :> CONSTRUCTIONORWORK!SSUSPENDEDORABANDONEDFORA (/l $3 J 1-j DC) u. T PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED L14 S" / I ,-O 0 C) i- 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS "-1:::;1; u,,._,r,;re",._,('G;';r';;o:;;u;;:p;-.-:------trcc;;o:;;n;-;s;tt-. 'fTy\;-;;p;e-;-: -------j APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECf ALL -l1. I PROVISIONS OF lAWS GOVERNING 11118 TYPE OF WORK WILL BE ~ r U.0 COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE ~Zo:"o"n"'inc::g:::::c__..,L_...;:::c__--j-;Sc;-e"'to-b_a_c,_k-S-: --------{ GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORI1Y 1D VIOLATE OR CANCEL THE PROVISIONS OF ANY OTIIER SfATE OR CON TRU R . WCAL?LAJWi REllGU~LATING CONSTRUCfiON OR THE PERFORMANCE _..-; '~ .b /J1:7£ &n>ft..c/~ 5-';J-"f-<J? Manu. Home: SIGNATURE OF 0"": ~ t DATE BLD~~~ l-\\-o11."\"""'-~ ~~~J_ ''.''=' 1/0') 4 {)() OO APP~~ATE AP~~0VAL/DATE . AGREEMENT · ISDS No. & Fee: 4'3~ -~ ~ I!~O oo ( PERMISSION IS HEREBY GRANTED 1D THE APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRAC'TDR OR OWNER 1D CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITI-l: ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTI PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURrnERAGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, EREGnON, CONSTRUCTION, AND USE OF'THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOKE!;> BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. TI-1E ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFICATIONS AND OTI-1ER DATA SHALL NOT PREVENT THE BUlLDING OFFICIAL FROM THEREAFTER REQUlRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVEN"'TING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR AJN OTHER ORDINAI\iCE OR REGULATION OF TI-1IS JURISDICfiON. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. TilE RESPONSl BILI'IY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WlTil THE ARTICTECT. DESIGNER. BUILDER, tl'"\ AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST "'''0 1'\ ,( FQ? I HEREBY ~OWLEDG(YHAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL) ~ etc: toto -:f>C:+ Ji) j$~ • tC\ t: \OS3 The following items are required by Garfield· County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; · 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. 9. If you will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupan~~e fi?d the issuance of a Certificate of Occupancy for the dwelling under building permit# l~L-1 :::t <C23~ '!'~9-07 Signature Bpapplicationoctober2006 Date VALUATION/FEE DETERMINATION Applicant,_~<::<~l±~-:<~.<c>~&o~..:l::_~--- Address, __ ,.!;~~=~,.Lc.t,aL.-.-''Z~r_,S"~- Date ___ ---'(,...__-..._/_,_1.::-_,.o,_,'/,__ __ __;, Finished (Livable Area): Main Upper Lower Other Basement: Total Square Feet Valuation Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Subdivision - Lot/Block - Contractor 1'115/Z, C oiv <Yf Gara£e: I zoo X I <t' =-;;t I "" Ci c) Valuation Crawl Space: , I '172 X 1 ;; /1 1"1 l( v ValuatiOn I o Decks/Patios: Covered Valuation Open ;?-&-'8' ~ 1 z_ _ Valuation Total Valuation June 29, 2007 David Mahovsky ofMSR Construction and Garfield County, Colorado Public Officials Re: Permits for Home Construction To Whom It May Concern: Lee Parker Manager Chevron Shale Oil Company, a division of Chevron U.S.A. Inc. 11111 S. Wilcrest, Houston. TX 77099 P.O. Sox 36366, Houston, TX 77236 Tel 281 561 4725 Fax 866 545 3160 leeparker@chevron.com MSR Construction and David Mahovsky are approved by Chevron to sign for and pick up all permits dealing with home and associated construction on Chevron's behalf in Garfield County through the end of August 2007. Please advise should you have any questions. St.·ncere~,;,/ ;I ____ 4/IJ1~1 Lee Parker GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For MANUFACTURED HOMES In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proeeed. Other. plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. 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. Applicants are required to indicate appropriately and to submit the completed checklist at the time of application submittal for a permit. All plans submitted must be incompliance with the 2003 IRC for Residences and 2003 IBC for Commercial Offices and Storage. 1 I. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure prepared by a licensed surveyor and has· the surveyors signature and professional stamp on the drawing? Properties with slopes of30% or more must be shown on site plan. (NOTE Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes v 2. Does the site plan when applicable include 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? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes v" 3. Does the site plan include any other buildings, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks do apply. Yes t-~/1/ ' 4. Does the site plan indicate the location and direction of the County or private road accessing the propert. y? / Yes._'--"-v __ _ 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? A Floor Plan of the Modular Unit showing exterior doors is required. Yes --I.L---- 6. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted without it. Yes X ,Jo No ~~ " Hoh 7. Will this be the only residential structure on the parcel? Yes J( No Ifno-Explain: ______ _ 8. Have two (2) complete sets of construction drawings been submitted with the application? Y es __ -1"--- 2 9. For the placement of a manufactured home, have the following been specified? The size ofthe unit (min. 20ft. x 20ft.); live roofload (min. 40# could be more depending on elevation of property); wind design (min. wind speed of 90 mph); foundation design; method of anchoring? Yes X:: . 10. Have you designed or had this plan designed while considering building and other construction code requirements? Yes -f.) No ------ 11. Do your plans comply with all zoning rules and regulations in the County related to your zone district? Yes Y:. No ------ 12. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes -,<.. No ------ 13. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes ~ No _____ _ 14. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application 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 _____ _ 15. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30a.m. and 3:30p.m. Monday through Friday. Inspections are to be called in to 384- 5003. Yes_-!-..._ __ No _____ _ 16. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes .,0 No ____ _ 17. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? f' Yes ·r---No ______ _ 3 18. Are you aware as part of the submittal for a building permit you are required to show proof of a driveway access permit from Garfield County Road & Bridge Department or if applicable the State Highway Department? If a permit is not necessary, then a letter stating that information is required. You can contact the Garfield County Road & Bridge Department at 625-8601 or refer to the phone book for the State Highway Departments number if applicable. Yes · No ___ ~--- 19. 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 (C No ______ _ 20. 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 the submittal of a building permit application? Your attention in this is appreciated. Yes No _______ __ 21. Are you aware that you will need to have your installer obtain an installation inspection as per the State Division of Housing requirements prior to the County building department doing their final inspection? The State will charge a fee for this inspection. Yes A No ____ _ 22. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the Uniform Building Code? Yes C? No _______ __ 23. Are you aware, that if you receive your water and/or sewer from an Association, a District or Municipality, you will be required to provide the County with a copy of the Tap Pemlit (or evidence of an exemption) at the time of the building permit application submittal? Yes )c No ____ __ 24. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes !0 4 I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Date Phone: Cf7o--(f4"i ....t>;OJ9~<-i:3::{days); ___________ (evenings) Project Name:------------------------,------- Project Address:-=-!?-"-? '-'-/.''-'-mJ...:.C....:-"'J"---7'--7~5_<:;;__;;C=v'-'--W=--..:iJ.'-'-I >'---'-,_ra,_a_nx-_.~-~---· _(--'0~- 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 tbe 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. bpminreqmhFeb2005 5 PLAN REVIEW CHECKLIST Applicant C-J-t e. .. z R.<> ,..J Building ~Engineered Foundation ~Driveway Permit /£):,•'> (.."::Y t/ Surveyed Site Plan _tLseptic Permit and Setbacks ~Grade/Topography 30% t 0 '115 ~Attach Residential Plan Review List .t.L_Minimum Application Questionnaire J4A--Subdivision Plat Notes ftJ/L.Fire Department Review _L Valuation Determination/Fees dRed Line Plans/Stamps/Sticker *Attach Conditions ~Application Signed ~Plan Reviewer To Sign Application LParceJ/Schedule No. ;}( ~ £40# Snow load Letter-Manf. Hms. L Soils Report GENERAL NOTES: Date _ __,lo,__-_,1.:.../ _-"'-o_._1 ___ _ Planning/Zoning __ Property Line Setbac s __ 30ft Stream Setbac s __ Flood Plain h<t5 I ~ f.Jau} -/o ~~~ yklf>JJ~ 6 ~ 0.J.>I7 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Colorado! 81601 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Phone (970) 945·8212 Permit 4336 Assessor's Parcel No. This does not constitute a building or use permit. Owner's Name cne,\Jr(\)V) 011\. Present Address eox ~E$E£ H~~':!.@>V\. \I< PhoneQp-~s-Q}~~ System Location S31\ Q~ /tQfelt'fl'iJle Legal Description of Assessor's Parcel No. -'{1L· _,.\_,_:r\--"_-__c\:_\8""'-~--"lJD'-"''---0=~......:8'::_ _____________________ _ SYSTEM DESIGN -+~-'~"-"\)<-'()""---Septic Tank Capacity (gallon) ______ Other do Percolation Rate (minutes/inch) Number of Bedroom~ (oh other)\ 84s tll ~ i< .,c...\( -J.t1:\ o. Required Absorption Area ~ See Attached 4 t_, ~ lb ~~b cl_ . .9;1 q t;. .u), 1 /0-~~j Date __ ..J...·_.....\ q-'--._,0,_1 _______ Inspector -1-t:=:'="~~d.JL-:__.:. _________________ _ Special Setback Requirements: FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer ;J?'/,_S; ~~--------------------------- ere#. I "' Septic Tank Capacity ~ /0 b 0 Septic Tank Manufacturer or Trade Name _,--.,;d;,...c-e,. .. ..,!{,=,....=--"~"'4,/"',='--'S"""i-'--f-/..!C...,?c.tb=O,__ _____________ _ Septic Tank Access within 8" of surface -"-';JP.:lh----------------------------- Absorption Area _"/-'--'£"--'41==""'~'-"·~=-~6-n="· '-""~"-v-""··="""'-"""·---------------------- /."] , ' / /1 ';?/Iff Absorption Area Type and/or Manufacturer or Trade Name _,~..,,.:z.,t,.g"'/-"'<~"7-'--~-eu::z. _________________ _ Adequate compliance with County and State regulations/requirements ~------------------- Other--~.----,---------~-. -A--.----..----....,r------------- Date _ _,l'c.:'(lo_~_:/_.S_·_O ______ Inspector --'~===~'--"'-------------------- RETAIN 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 P.O. Box 127 111 Grant St. Aurora, Nebraska 68818·0127 Phone 402~94-5250 Golden Villa Homes 2475 Hwy 6 & 50 Grand Junction, CO. 81505-J107 RE: Bonna Vifla:J>,> Modular Home Floor Plan: 872MAJ-07 *Highridge Customer: TYS'SE This letter is to confirm the design criteria for the a hove referenced model and customer. The building codes to be used in the design and construction include: 2003 International Building Code 2003 International Plumbing Code 2003lnternational Residential Code 2003International Energy Conservation Code 2003 International Mechanical Code 2005 National Electrical Code 2003 International Fuel/Gas Code In as much, the home itself will be designed and constructed to the following criteria: Floor fipe load: 40 psf Roof live load: 40 psf Wind loading: 90 mplz, Exposure C (3 sec. gust) Heating degree day: 5641 Winter design temperature: 7 Seismic Zone: 01 Roof pitc/z: 6:12 This home will be constructed as required by the State of Colorado, Division of Housing's Modular Housing Act (Resolution 10, 34 and Rule 1) and the Nebraska Public Service Commission, Division of Housing's Modular Housing Rules and Regulations. The approval of design will be performed by both agencies. The actual inspection of the home will be completed by the Nebraska Public Service Commission as per written agreement of reciprocity with the Colorado Division of Housing. Evidence of compliance will be a Nebraska label in the living room window of the home. One Colorado compliance label (referred to as "FB" labels) will be found under the kitchen sink in a base cabinet. One additional/abel will be located in each additional "module" in either a wardrobe, vanity or head cabinet. The home will also have a "Data Plate" that will identifY specific design criteria of the home. This data plate is usually located in a wardrobe near the water heater, in a washer/dryer head cabinet or on the electrical panel board door. If you should have any additional questions, please feel free to contact this office. Thank you. bs Sincerely, Chief Industries, Inc. BonnaVilla® Homes . /~ i l~:_IJ.J;;::;:::+ :l.U ~~ ~ ' ~ ' \ 0 ......, '5 \ F~OFO&EO Cl=lEY~ON U.&.A. INC. ~ANCFl "jJJl r PLAN I CHEVRON U.S.A. INC. ic;,; LOT 9 (NE1/4 SE1/4) SECTION 8 LEGAL DESCRIPTION, 1/4 CORNER FOUND 1982 BRASS CAP PLS 115 77 I I I I ' SURVEYOR'S SW1/4 NW1/4 SECTION 9 CERTIFICATE ' I ' I ' ' ' I I ' ' I ' ' ' ' ' ' ' ' ' LOT 8 (SE1/4 N£1/4), SECTION 8, TOWNSHIP 6 SOUTH, RANGE 96 WEST, 6TH PM COUNTY OF GARFIELD STATE OF COLORADO NOTES: l, George R. Bauer: a Prof~.ssitiOOi'tOnd~.?urveyor in the State of Colorado do hereby . .ce"tify t~.<;l.t this $~r~ was mode under my direct supervislo~-···6nP" l'tl~L>th.~JSJle$.PYQ_p, (~presents said Survey. -,:::::.::_ .... /~·-"_:·_,~-~ .{:r~ 6?1~-.·{o·~ U/ /~:.~~.)~ __ :. 27925 <;,)-"'@ ~-: :,_ ~ .I!J ;;:: :::: ) ·· '·7/l,/ot>"-':· l 1) CONTOUR INTERVAL ~ 2' COLORADO P.Lls> 2792fi •• ;ilL lAi\'0 .,_ :y· cONe.rFO<ucrloN e.uRVEYe. INc. .,,,Jolu;,__, ::;i:.''oN u,. , INC <?)121\2 EOUNRIEOE 61-VO. t;.0!'"'f;;;Y!iii! ·""·""· . ' ' ' ' ' ' ' I I ! I ' I I ' I i E!>II..T, CO 8\61;2 PBARRETT CHEVRON-RANCH-SITE DATE: 5-18-07 'a1<i')-816-&1&3 SCALE: 1" ~ 60' SHEET: 1 OF 1 ROAD} EASEMENT AGREEMENT STATEOFCOLORADO ) ) COUNTY OF GARFIELD ) QIL§ 826724 TfilS ROAD EASEMENT AGREEMENT(" Agreement"), made effective this_ day of May, 2007, by and between EnCana Oil & Gas (USA) Inc., a Delaware corporation, with offices at 370 !7'' Street, Suite 1700, Denver, CO 80202, hereinafter referred to as "GRANTOR" and Chevron Shale Oil Company, a division of Chevron U.S.A. Inc, a Pennsylvania corporation, with offices at 111!1 S. Wilcrest Dr., HotL<rton, Texas 77099, hereinafter referred to as "GRANTEE." WITNESSETH: WHEREAS, GRANTOR is the owner of certain real property in Garfield County, State of Colorado; and WHEREAS, GRANTOR desires to grant and GRANTEE desires to acquire certain rights in a portion of said real property; NOW, THEREFORE, in consideration of the sum ofTen Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: A. GRANTOR hereby grants to GRANTEE, subject to the terms and conditions hereof, a right-of-way easement for the use of GRANTOR's road as identified on Exhibit "A" (road) attached hereto. GRANTOR will not remove, reclaim or otherwise cause said road to lessen in width or cease to exist without first offering to assign said road to GRANTEE. GRANTEE shall have twenty-one (21) days after written receipt of GRANTOR's notice to advise GRANTEE it wishes to be assigned the road. GRANTOR also grants GRANTEE the right to maintain, operate, protect, repair, and upgrade the road, and to expand the road to a width not to exceed thirty (30) feet, should GRANTEE decide GRANTOR's maintenance of the road is insufficient for GRANTEE's uses. GRANTOR shall not be required to maintain the road. GRANTEE agrees to replace or rebuild any and all parts of the road that may be damaged in connection with GRANTEE~s activities conducted pursuant to this agreement. B. GRANTEE shall have the right of ingress and egress in, on, over, across and through the road for any and ail purposes necessary to the exercise by GRANTEE of the rights granted herein. GRANTEE shall have the right of ingress to and egress from said right-of-way for the purposes aforesaid, GRANTOR shall continue to have the right to fully use and enjoy the road; provided, however, that the use by GRANTOR shall not interfere with the rights herein granted to GRANTEE, and provided, further, that GRANTOR shall not build, create or construct any obstruction, engineering work or other structure over said road or permit same to be done by others, unless equivalent alternate access is provided for and agreed upon by GRANTEE. GRANTEE agrees to maintain and operate the easement hererin granted in such manner that the operation thereof will in no way hinder or prevent the use and enjoyment of GRANTOR~s adjoining property including use thereof for exploration, mining, oil shale development, oil and gas development, tanning, ranching, and land development. C. The rights granted herein do not include the right to explore for or produce oiJ, gas or other minerals, and do not include agricultural, funning, ranching or hunting rights. GRANTEE shall use the road only for the purposes of accessing its property. D. Unless terminated or canceled prior thereto in the manner provided for herein, the term of this Agreement shall be a period of one ( 1) year from the effective date hereof, and shall continue so long as GRANTEE continues to use the road without a nonuse interruptior: of more than three hundred and sixty five (365) consecutive days. E. This Agreement and the exhibits hereto shall be governed as to validity, enforcement, construction, effect, and in all other respects, by the law of the State of Colorado, and its courts shall have jurisdiction to enforce this Agreement. F. GRANTEE may not assign or transfer, by assignment, sale, fannout or otherwise, in whole or in pa:f4 any of its rights or obligations under this Agreement except to an affiliate of GRANTEE. F. CONFLICT OF INTEREST. No director, employee, or agent of either party will give to or receive from any director, employee, or agent of the other party any commission~ fee, rebate, gift, or entertainment of significant cost or value in connection with this Agreement. IN WITNESS WHEREOF, the parties have executed this agreement as of the day and year first written above. EnCana Oil & Gas (USA) Inc. Chevron Shale Oil Company, a division of Chevron U.S.A.Inc. By: (. •'IJ~ ~~ Name: 41: \j f f PiJL"""- Its: Attorney-in-Fact STATE OF COLORADO COUNTY OF DENVER STATE OF TEXAS COUNTY OF HARRJS The foregoing instrument was acknowledged before me this z.t."'i!ay of /111<-'j j) l . S I t&pW as Attorney-in-Fact for Chevron U.S.A. Inc. , 2007 by My Commission Expires: q, 3-IJ ·iJY NotaryPublic ~ th.~ ElAINE J. GRASER Notary Public, Stat a ot Texas My Commlsaion Expires September 30, 2008 i l ,-~~~ ... ~ ! ~ ! m ' II )l$'\, ,.,_ ' I~, :< j ~ I l (jj'' i~ l',. ' r;~ > §t ij ~if ~ ;;; ~- " ~ ~ s > 0 ,::; ,;; "~~~~'"''··s '·'"·'"-·'•~- '•: c"•' ' ~("! zu -z~ 3: '" -"}:V/ '\'"i:-"(1 NmJA:1HJ i I ~~~ ~-~~ ,, ' ~ \ ·\ ··~~ i rC ? ~;1[~l1lll ~~-- ~ ':?f,'.,-. g~~ ~¥~ ~~~ if~ \ -- -l '~ . -~~if~ 5~ -l____ ~ i)i 2 i g" -~ ~f!;;; s !· . ·~--'1' ~-= I. ,, 7,-· ~ ci:~ &:-::: vi ~:s 'h: fu2 g:~ t; t il ·~ ,, . ·-·~'" 6m~$ ~ ~ "!:! ~ ~ ;-6010 5\t ~o,~G '' ci~~!i ~- ' F'f:<OF'>O&ED CI-IEVf:<ON U.&.A. INC. f:<ANC!-1 SITE PLAN .,~,L_l I 1 CHEVRON U.S.A. INC. '15 \ LOT 9 (NE1/4 SE1/4) 1/4 CORNER SECTION 8 FOUND 1982 BRASS CAP PLS 11577 I I I I I I I I I I SW1/4 NW1/4 SECTION 9 LEGAL DESCRIPTION: LOT 8 (SE1/4 NE1/4), SECTION 8, TOWNSHIP 6 SOUTH, RANGE 96 WEST, 6TH PM COUNTY OF GARFIELD SURVEYOR'S CERTIFICATE STATIE OF COLORADO NOTES: 1) CONTOUR INTERVAL = 2' COLORADO P.L. CON&T!CUCTION &u!CVEY'e, INC. il!lil!l\2 !!>UN!CieE 61-VO. &II.. T, CO &165>2 <a112l-&16-5>15>3 I I I I I I I I I I I I ' ' I I I I I I I I ' ' ' ' ' i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I / I I I I I I I I I I I I I I I I I i ' I DATE: 5-18-07 SHEET: 1 OF 1 CIVCO Engineering, Inc. November 26, 2007 Shawn Ruse Golden Villa Homes 2475 Hwy 6 & 50 Civil Engineering Consultants P.O. Box 1758 1256 West 400 South Vernal, Utah 84078 Grand Junction, CO 81505 Dear Shawn: Subject! Foundation Inspection-Chevron Ranch Headquarters At your request, I have inspected the footings of the pole barn that you built for the Chevron Ranch Headquarters at 8311 CR 215 Parachute, CO 81635. My inspection involved excavating adjacent to a representative footing to expose the footing for visual examination. Once the footing was exposed, I visually inspected the footing and found it to be constructed according to the construction drawings for this project. · If you have any questions or need any additional information concerning this project, please feel free to contact me at any time. Sincerely, Vance V. King, PE Engineer CIVCO Engineering, Inc. WK!wk Enclosure Cc: Project File RECEIVED \ NOV 2 8 Z007 BY: Phone (435)789-5448 * Fax (435)789-4485 Email: vanceking@civcoengineering.com COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at '83 ! \ Gf. 215 Permit No.-'-'/ D~S,_,tf'-lf_,__ _________ _ I have this day inspected this structure and these premises and found the following corrections needed: f6slfJe~'m?t1:ErJ f ttcfd/'t3?Ss #; a+ UZJs ~fll ~(mp)c!J~j l>n~ '7 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 -/S"' 20 CJ 1_ Building Inspector _ __./ll_,...."""~""k<--·q~-7fl__.,_.L..;.1__tJ""-"£~L""""""---- Phone (970) 945-8212 Assessor's Parcel No.2\1·1-\\&-20-0~ Date "1-'3-1- Job Address 33/1 Cf'~l)l BUILDING PERMIT CARD fbro.tvuTie OwnerCbetlrC>O \'ISJl Address ~0< '3(,"56f; \\ou'Staln-tz<.phone # d,'&J-91.~ '2.... Contractor MM ~flst-Address».4r~ ~w~ t,f'SO GS Phone# ~y;s..Cf.OZ>Y tlll. Setbacks: Front Rear RH LH _____ Zoning -----~\)Ql lY\onu. \tOrr<? <»ncrow<-Sj)CtC€ w(~~~\?T/t~HQ~ Soils Test....,.,~~~--,.;=---,.,----- Footing J-/lfvlt:Jfh. ~_}{_ Foundation =1~ "L? ;r;j 1&4: Grout _____________ _ Underground Plumbing-~· ~~7"r~- Rough Plumbing /IY/£ -t>1 IQiill Framing, ____________________ _ Insulation ----------------- Roofing------------- Drywall --------.,-,------ /G;s;:~ ng _JJI I..~::Y:..~..I =~CCAL-\11--4lt>-":4~-?-\ -- ttf>tf~ EXTERIOR Address No.--------------- Drainage------------------ Decks-support & clearance to wood ------ Decks-stairs & rails ------------ Exterior locks ---~--------- Flashing around doors & windows -------- Insect screens------------------- INTERIOR GARAGE Fire wall separation _____ ---------- Service doors-Hi!" min.---------- Door (20 min.) w/auto closer-1 %" min.------ Mach. equip. 18" above floor· _______ _ No opening into sleeping area BASEMENT-CRAWL AREA Access ________________ _ Insulation -----'------------- Headroom/Stairs'-------------- Ventilation ---------------- Weatherproofing ____________ _ Mechanical _______________ _ Electrical Rough (State) -,.,;-:--:;;------:oo;--.,.,-;>r-:-- Eiectrical F;j.nal (State) f.. Z-8-o 7 c:.A-o Final /l. ~ f1> 1 /Checklist Co.mp~ed? ~ Certificate Occupancy # _.---'~~~\l}_.g...-=----- Date l~s u~ct ~o;.·o3- Septic System # ~t.thl3~~'"3"'-~~-=~--'---- Date :f·O~ _ Final ll')-\'S-O"\-Other ________________ _ NOTES FINAL CHECKLIST MECHANICAL ROOM Soller ___________ _ Hot water-------------- F.A. gas/oil __________ _ Floor drain __________ _ Clearance __________ _ Air con. system ________ _ Hot water heater --------- Combustion air _________ _ Gas piping, valves ______ _: __ LPG Drain---------- FIREPLACE/STOVE Clearance to combustibles, _____ _ Termination of chimney, ______ _ Combustion air· _________ _ Hearth (12" or 20" on sides) ----- Glass doors _________ _ Certified by:~---------- REMARKS (continue on back) STAIRWAYS . Headroom {6'6") ----------- Railing & guardrails --------- Width ___ ~------------ Rise & run------------ KITCHEN Clearance above grill ________ _ Exhaust fan----------- Broiler exhaust (1 hr. chase) _____ _ BEDROOMS Egress ____________ _ Smoke detector----------- BATHROOMS Exhaust fan------'----- Shatterproof glass'------------- OTHER ···~ INSPECTIONS WILL NOT BE MADE UNLESS THIS CARb 'I6 POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR ALL INSPECTIONS MANUFACTURED AND FACTORY BUILT(IRC) BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued .. Y3.~~ ....... Zoned Area ............................... Permit No .. ~ .... . AGREEMENT In consideration of the issuance of this permit the applicant hereby agrees to comply with all laws and regulations related to zoning, l01:ation, construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with . in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Official and IMMEDIATELY BECOMES NULL AND VOID. use k\uc\ mcmu. nt>VV\e ~V\ C'ttlw1 space wlpciffi> t QQfCl~e Address or Legal Description~ 3 I \ ( r d-\'5 1 f>o t 0. c\'\ Ule Owner che\Jt(}lf\ \)'!>'fl Contractor M5Q. ct>oot'. INSPECTION RECORD . Footing: l-N·o1 ~ u~6-K Foundation or Blocking: 1-'J-)-07 ~Driveway: o/C fJ'h.J" jp. Rough Plumbing : /0 · /S-0 7 /)#._ Gas Piping: /f_) · J -o '1 DJ l{ rm; 1 'l-.1-IY-L• 7 v Electrical Finai : lfa_. ~ . PM__ (by State Inspector}¥""' t-..f4..t_ Septic Final : I& -!.5--o7 v ~ ,0 · u /97of #c h-:fh. Final: )t.-f-o7 Notes: Snowload t;b lbs -8-$037 3 Serial # of Unit: THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 I 08 8th Street, Suite 401. County Courthouse Plaza Glenwood Springs, Colorado DO NOT DESTROY THIS CARD APPROVED Date 1--3--+ By F'S/!1. (IF PLACED OUTSIDE, COVER WITH CLEAR PLASTIC) Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information AS$e§39r!Trea§\!fer!'mpertySei!r<::h I Assessgr_3ubseLQ1ler:y I Assess.Qr Sale~SellJyh (:;lerk ¢? RecorderRecePtion Search Parcel Detail I V al!]e Detail Sales _Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I TaxArea II Account Number II Parcel Number II Mill Levy I I o26 II R260138 II 217118200008 II 36.682 I Owner Name and Mailing Address jCHEVRON USA INC I jC/0 CHEVRON TEXACO PROPERTY TAX I jPOBOX285 I /HOUSTON, TX 77001 I Legal Description jSECT,TWN,RNG: 18-6-96 DESC: SEC 4 A jTR CONT 160.93AC EXCEPT A TR CONT j4.25AC DESC: SEC 5 LOTS 14-19,21,23 jSEC 6 LOTS 1-18,SW, W1/2SE DESC: jsEC 7 W1/2NE, NW, SW, W1/2SE, LOT I j1-4 SEC 8 1-5,7 DESC: I j12,S1/2SW,NWSW, SESE, 13-15 SEC 17 I j1,2,4-14,15,17 DESC: ,17, NENE, I .jE112SE, SEC 18 W1/2NE, NW, SW, I jW112SE, DESC: LOTS 1-4 SEC 20 I I1-3,6,7,NE, NWNW, Sl/2NW, El/2SW I jDESC: SEC 21 LOTS 1-4 SEC 29 LOT I j3,4, W1/2NE, NENW AKA DESC: I jBITUMINITE 15, PT OF 16 I /CONSOLIDATED #S 3-10,12,13 DESC: I http://www .garcoact.com/assessor/parce!.asp?Parce1Number=217118200008 6/27/2007 Parcel Detail !GRAND VALLEY #S 1,2,7,8 MIDLAND #S I I1-5,G.J.N. #S DESC: 1 & 2 DESC: I !EXCEPT 28.87 AC. FOR CO. RD. 215 I jROW AND SLIDE PCL BK:0377 PG:0111 I IBK:0285 PG:0169 BK:0274 PG:0228 I IBK:0268 PG:0532 BK:0268 PG:0531 I IBK:1712 PG:493 RECPT:679272 BK:1687 I IPG:548 RECPT:674194 BK: 1663 PG:206 I IRECPT:668724 BK:1663 PG:200 I IRECPT:668723 BK:1655 PG:178 I /RECPT:666845 BK:1218 PG:223 I IRECPT:572435 I Location I Physical Address: IITWN 5 RGE 96 SEC 34,35-I I Subdivision: I I Land Acres: 115320.05 I I Land Sq Ft: llo I Section II Township II Range I I 18 II 6 II 96 I Property Tax Valuation Information II II Actual Value II Assessed Value I I Land: II I Improvements: II I Total: II IP=I ======;:;;Sa;::;;le;,;;D;,;;a;::;;te=ol: I I Sale Price: I 103,75011 34,33011 138,08011 Basic Building Characteristics Number of Residential 1 Buildings: Number of Commllnd 0 Buildings: http://www .garcoact.com/assessor/parcel.asp?Parce!Number=217118200008 30,0901 2,7301 32,8201 Page 2 of4 6/27/2007 Parcel Detail Page 3 of4 I Residential Building Occurrence 1 Characteristics I I TOTAL HEATED AREA: 1764 I ABSTRACT CODE: ~~~~~/RANCH RESIDENCE-I I ARCHITECTURAL STYLE: III-STORY I I EXTERIOR WALL: IILOG I I ROOF COVER: IIWD SHINGLE I I ROOF STRUCTURE: IIGABLE I I INTERIOR WALL: llw ALL BOARD I I FLOOR: IIPINE WOOD I I HEATING FUEL: llwooD I I HEATING TYPE: llwooD STOVE I I STORIES: llsTORIES 1.0 I I BATHS: I 0 I ROOMS: 13 I UNITS: II I BEDROOMS: II I YEAR BUILT: 111938 I Tax Information I Tax Year II Transaction Type II Amount I I 2006 II Tax Payment: Second Half II ($614.06)1 I 2006 II Tax Payment: First Half II ($614.06)1 I 2006 II Tax Amount II $1,228.121 I 2005 II Tax Payment: Second Half II ($615.30)1 I 2005 II Tax Payment: First Half ($615.30)1 I 2005 II Tax Amount $1,230.601 I 2004 II Tax Payment: Second Half ($656.16)1 I 2004 II Tax Payment: First Half I ($656.16)1 I 2004 II Tax Amount II $1,312.321 I 2003 II Tax Payment: Second Half II ($703.54)1 I 2003 II Tax Payment: First Half II ($703.54)1 I 2003 II Tax Amount II $1,407.081 I 2002 II Tax Payment: Second Half II ($682.26)1 I 2002 II Tax Payment: First Half II ($682.26)1 I 2002 II Tax Amount II $1,364.521 I 2001 II Tax Payment: Whole II ($1,455.54)1 II II http://www.garcoact.comlassessor/parcel.asp?ParcelNumber=217118200008 6/27/2007 Parcel Detail 2001 II Tax Amount $1,455.541 2000 II Tax Payment: Whole ($1,865.66)1 2000 II Tax Amount $1,865.661 1999 II Tax Payment: Whole I ($1,434.68)1 1999 II Tax Amount II $1,434.681 TopofPa~ Assessor Database Search Q_ption3 I Treasurer Database S(larch Options Ckrk&Recon:ler:Oat<~has(lSearchOptions Garfield County Home Pa~ Page 4 of 4 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by GQQdT\JmsSoftwan:. http://www .garcoact.com/assessor/parcel.asp ?Parce1Number=217118200008 6/27/2007 P~OPOe.EO Cl=lEV~ON U.e.A. INC. ~ANCI=l 'll \ 2sLtl r PLAN .~ CHEVRON U.S.A. INC. ·'-' LOT 9 (NE1/4 SE1/4) SECTION 8 1/4 CORNER FOUND 1982 BRASS CAP PLS 11577 SW1/4 NW1/4 SECnON 9 LEGAL DESCRIPTION• LOT 8 (SE1/4 NE1/4), SECTION 8, TOWNSHIP 6 SOUTH, RANGE 96 WEST. 6TH PM COUNTY OF GARFIELD SURVEYOR'S CERTIFICATE STATE OF COLORADO NOTES: 1) CONTOUR INTERVAL ~ 2' I I ' ' ' ' ' ' I ' ' ' ' ' I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' / ' ' I I ' I ' ' ' ' ' ' ' FOUND 1911 GlO ~~4 BRASS CAP~ <.l ~ ~ 0 ~ .. " ::; < .; ID ;;: ~ ~ 0 0 ~ z !I: ~ '-' I I l···i i ~?, I i ~?.! il;; t ltii I I ill I N ~ ID I I S89"20'27'"E 40.00' R=1750.00 l""67.87 Ton=33.94 Delto=02.'13'20" Sl5'08'3o"w 67.87 GARFIELD COUNTY ROAD N0.215 R.O.W. SURVEY PARCEL 64 BOOK 714, PAGE 195-197 A road easement situate In the SW1/4 NWl/4 ond In lot 11 (NW1/4 SWl/4) of Seetions 9, TownshipS South, Range 96 West of the 6th Principal Meridian, County of Gorffeld. Sklte of Colorado, the perimeter of which being more particularly described os follows: Beginning at o found 1982 Bross Cop PLS 11577 in ploco for the West 1/4 corner of sold Section 9, whence a found 1911 GLO Bross Cop in place for the Northwest coroer of sold Section 9 bears N 00'39'33~E a distance of 2783.82 feet. with all bearings contained herein being relative thereto: thence N 00'39'33"E along the west Bne of the SWl/4 NWt/4 of said Sectlon 9 a distance of 632.88 feet; thence leaving sao'd west lo'ne S 89"20'27~E a dfstance of 40.00 foot; thence S 00'39'33"W along a ltne 40 feet east of and parallel with the west llne of wid SW1/4 NW1/4 of ooid Section 9 o distance of 525.15 feet; thence 154.27 feet clang o tangent cu~ to the left, haliing o radius of 100.00 feet Qnd o long chord which beors S 43':32'10~E o distance of 139.42 (eot; thence S 87'43'54~E o distance of 46.11 leo\; thence 149.00 feet olong a non-tangent curve to the left, hovo'ng o fQdius of 260.00 feet and o tong chord which bears N 75.51'03~£ o distQnce of 146.97 feel; thence 87.36 feet along o non-tQngent curve to the left, hQ\Iing o rQdius of 125.00 feet Qnd o long chord which bears N 40"07'33"E a distance of 85.60 feet; thence N 20'06'36"£ o distance of 113.56 feet; thence N 17'25'32NE Q distance of 92.89 feet; thence N 21'22'42"£ o distance of 78.80 feet; thence N 14'01'51"£ along o Hne 30 feet west of ond poro!lel with the westerly right of woy line for County RoQd No.215 os found describe<:! In Book 714 ot Page 195-197 of the records of the Gorfleld County Clerk and Recorder Q diS\Qnce of 238.93 feet; thence N 38'48'17"£ o dis\Qnce of 74.73 f<Wt to Q point on the woslerly right of way line for \laid County Ro-od No.215, whence said northwest com.,-of sold Sec\lon 9 be<:lrS N 14'31'57"W Q distance of 2189.24 feet; thence 67.87 feet Qiong SQid westerly r!ght of way line Qnd Qrc of o non-tangent curve to the l.,ft, hQ\Iing a radius of 1750.00 fef)\ Qnd a long chord which be<:lr.l S 15'08"30"W o distance of 67.87 feet; thence continuing Qlong sold westorly right of way lineS 14'01'51~W a dlstonce of 240.86 feet; thence leovlng soid right of way lineS 21'22'42"'11 a d!stQnce of 79.70 feet; thence S 17'25'32"W o distance of 92.56 feet; thence S 20'06'38~W o distance of 114.26 feet; \hence 108.33 feet Qlong the ore of o non-tangent curve to the right, hailing o radius of 155.00 feet ond Q long chord which bf)Qrs S 40'07'33"W o distance of 106.14 feet; thence 166.19 feet along the ere of o non-tcngent curve to the ri9ht. having a radius of 290.00 feet, end a long chord which beQrs S 75'51'03"W o dislonce of 163.93 feet; thence N 87'43'54"W a distance of 113.39 feet; thence S 87"33'04~W e distence of 69.10 feet to Q point on the west nne of Lot 11 (NW1/4 SW1/4) of ~id Section 9; thence N 01'11'12"E along the west !ine of SQid lot 11 (NW1/4 SWl/4) c distance of 24.27 feet to the point of bll91nn1ng, said easement contains 1.31 acres more or less. CON&iRUC:'!'!ON I?IJ~;~tVSY&, INC. H\2 6UN!'ii!leG: 6J,..vt:>. &IJ,..'f_ CO 616&2 ~,(!)..t),f>w6,6.) P8ARRETT CHEVRON-ROAD-EASEMENT DATE: 04 6 7 SURVEYOR'S CERTIFICATE PREPARED FOR: CHEVRON U.S.A. INC. O~XO& ~~~,!I) I ""' 500/200 . d S3WOH 8llln N30l09 so '21 (nHl)L002-12-Nnr [ =---~·-......... ~~":!"~:::::: OtXO& Jeqwn,,-~~ iltW IN M*!t~ Ill'.......,., Ill """ =· WWIJIIIoll """""''" ..,_, -:::-.::-,.=:~::0!~=~,.:~= I~ ~ ~ -"" lii!IMIIIIIM til! ~~ • M .... _l .. ==ll!-~10-..-~ ~I!HII ..... ~~ ::: "'~:-.. -===: ... ,"'-~~ :u~~~-""=.:'..'*::':~ .. ~-===--~:-=~~",'"~ GXR1Ga/li:WOU():33 ....__"'!_"%:-.. ---eootl'ii'III""Wifl-'!;i~t.IIIIIP'I'JI!;f t-010!--~~~~ .. U.leS GIOd aq,L I'WI'Nttnr~~ -..-llll*llltlll~IMIII~ -ll ~-"'<1~11101114ct "llld 1lfiU.IDI.Itllllt:flllln 't l!Djl llPV o•c1u~< •1\:il.l IIU<:Wifl>l.l(l - - 500/EOO d S!.VSSV20L61 (XUj) 53NOH Ullin N30l09 50 '21 (0Hl)L002-12-NOI SOO/VOO d SLVSSV20l61 (XU d) 53NOH Ulllft N30109 90 1 21 (nHl)l002-12-Nnr ·-----"'-·--... ...-..-.-----,..&iwoor! :::;,o:"~'="".:r::;:r..::::::::::..'":'.::t="'.:::t= llw4! ..... -~-·~--~ •111 ~~":..~:=.:I.IINI ill! :r:• • U .... ..:::::~:::..":""...::='::"=.:...~-::=:..c.,....:::.= ~~·~--eo!l"'-~=-= "'1111---~--lwlll ___ .. __ -;::::.:-:-....:;::i....,.,..,_"::~ ~~-----.._,.·!IM"''*-"!'........,_ro_ !11!11:'-~-l!:lllllM1~"1~ --"'.::.;"'~~ ~"l!)JWI;II --:rd':iitt'll) o!lr'll¥llrirl\"=li:t1M;; AurdW~ K~!IUJ~ ICU.Qo I ~ 2 ~ • ~ ~ . e ., '· 500/SOO d SLFSSF20L61(X8j) 017XO& &ltnf&(lfliWOU00>3 u.1eg • 9 ' . ::. ru s ... r u.~S' OJi .... a10d a•u. 53NOH 8ll!A N30l09 ~aqwn1 'ltJJ J .. I:IUI,; <njlU "''"'"¢' U.l ~ 9 • Iii A ,_ 111 90'21 (nHlJL002-12-Nnr S'-0" A 1-----_ S2 • I ~ ~ t~ ·~r----+---c~----------------~------------------------------------+ ------------7 1 r-----1 I l r ~f~-t· -..--1 I 'S" Iii _ II ~/Bv~\--~IH}I-, I I \§! •. J I~·· I -tJ:: I-s-,4-5 A-pf ly •. J ~ •. .~~ .~~ ! I I ! I ! I I ll ~ ~ !I ..b_,---J i ~ ""1' 7J.. !lee. t;fi..IJ,I i i i:;f:~::: :::::f:::::~~:s:i:::t l=:=~ ~: I I \_Se>.J 4'-i ~·· : : -• .1 I I " ·-: 1:1 2 r ·'::! ff·· m I I= I /Z-10 1'1'1 ,:.., 13e.J....v ·~ I i tt~~~LI t.trtt1le. ~~ \ \ i r . ft-1q kS1>'t '-" i i / ---------------------~-------------------------~~----------J : -'-'-------L ['<-'I; --J----'<- I Non:, PS!C>N OF THE MARR!ME: LINE: FOOTI~~ I& BASEO WON A MAX!H/M MAARIA<SE LINE ROOF e<oAM SPAN OF 20'-0'. A S2 FOL!NDATION PLAN FOI.INOATION PLAN NOTJ;$, l. C-oncrete fCI'I'"Idat!OI'l walls to be b" th.'c.k vnless n<:>toed <:>the~'">"~!s<> (\J.N.OJ :2. Dlm<>nsloos this ah...,t ar-e 1:o rae<> ol' c.oncret<> l!.N.O. S. TF "' l:op of c<:>n«<Ot<' 1oo&1ng. 4. -m "' top of c.o~ew ..wl!. 5. F!nlah gradas are to provide Sb" mlnlmflm u;ver for-exterior l'ootlngs. b. Foot!ngs are l:o bear Of! undts~d natura! bearlnS soils or c<>rnpacted slntcWral 1111. "1. Baorh::j soils are ClSOOmt>d tel btl non-expansive, non-so!vb\e ""d. wl prorw £o excessive consolidation. See. 6eoneoral 5trVGWral Note.,. KURTZ 4 ASSOCIATES, INC. 5012 C.OUNTY RD. 154 GLENIAIOOD SPRINGS, C.OLORADO (q-ro! '145-6305 JOB HANDLER CONSTRUe TION FOUNDATION DESIGN: UBC/IRC HOHE C.ONTRAC.TOR· -IOBHANDLER C.ONST. (q-ro!-260-65>q GRAND -IUNC.TION, C.O. PRO-IEC.T NO. 02-07.'1 DATE• C.ONSTRUC.TION SET. 04/20/05 SHEET. S=l.l GENERAL STRUCT1.JRAL NOTES GENERAL REQUIREMENTS I. Design Is based on the 2005 edition of" the International Resldental Code (IRC), and meets all app!lc.able FHAJHUD requirements. 2. Design ls In accordance Y'llth the HUD 6uldel!ne, "Permanent Fouridatlons 6u!de for Manufactured Housing" (HVD-00i4B1, Sept. !"'ct6). :2. Design Live Loads, a. Roof (Snow).... . ......... 40PSF b. Residential Floors.. .. 40FSF c. 1"1\nd .......... G!O MPH Bo.$lc l"'lnd epeed , 9 second gust. 9, All dtme~IOI'I£, elevations-Cltld detalls on structural docvments shall be verified aga!m;t the modvlar manvfac.tvrer's requirements prior ~ c.oretrudlon or fabrication. 4. The contract structural doc.vmemts and spec.lflc.atlons represent the completed strvc.ture. The c.onl:ra::.tor shall provide all measures necessary to protect the strvcture and existing adJac.ont strvc.tures and vtl!!tles. FOUNDATIONS !00'-o"$ I. Foundation design Is based upon the follow1r19 assumed sol! properties, M.ax.IITIIJm &arlng Capac.ll:y ......................... 1000 FSF. Active Sol! Pressure..................................... 40 PCF. Solis are presumed to be non-expansive, non-solublo, and not prone to exc.eS$IVe consolidation. The foundation design shall not be U$ed on expansive soils. .2. All footings are to bear on undisturbed natural bearing material$ or compacted structural f"IIL 5. Avoid excessive wetting or drying of the exc.avatlon, kEleplng the ex.:::.ava~lon reasonably free of wa~er dvr!ng placement ol' conc.rete for footltl9$- 4. Pr~~t-l&ll·vcl'lt:~-ln-&!".al'#~-61$<-GqW.ed by IR.C:..; 'Sec.tlori 40'8. CONCRETE AND REINFORCING STEEL L All conc.rete !:>hall attain 9POO PSI c.ompre!:>elve strength r~.lthln :28-da~s. :2. li$e Type HI Portland Cement (ASW. C!50) with 4-E?% alr entrainment. Concrete aggregate to !::>e. normal !"'eight (stone). 9. Perform all co.st-ln-plac.e concrere work In ac.c.ordanc.e with "Spec.lflcatlons Tor structural Conc.rei:.e f"or Sulldlngs," AC! S0!-8-4, unless noted otherwise. Provide hot or c.old weather protoctlon per AGI 905 or 50b. 4. Relnforc.lng steel shall conform to ASTM. AE?lS, 6rade 60. C.RAV'IL SPACE -\ . '#4 HORIZ · .\-!.: MIO-HT. 5. Hor1zonta! reinforcing steel shall be> made c.ontlnvove b!,J lapptnq !::>are a mln!mum of 9:2 bars dlamerers at all spHc.e$ and provldfng corner bare. Fabrication and tnsta!!atlon of re!nforc.!ng steel shall c.onform to Ac.l 915. b. Provide ac.cessorles nece55ary to properly support relnforc.tng at the positions shown on the documents. i. Calcium chloride or admixtures containing more than 0.05% chloride Ions or thiocyanate& ar-e not permitted. -, .. -,._0 .. ------® KURTZ <i ASSOCIATES, INC. 5012 COUNTY RD. 154 GLENHOOD SPRINGS, COLORADO (q1o) q45-&so5 JOB HANDLER -GONSTf.2.UC TION FOUNDATION DESIGN, UBC/IRC HOME CONTRACTOR .JOBHANDLER CONST. (q1o)-2bO-b51q GRAND .JUNCTION, CO. PRO..IECT NO. 02-01.q DATE. CONSTRUCTION SET• 04/20/05 S=2.1 FLR JST lc.RAWL 5PAC.Ej C.ONT. TREATED 2xb SILL PLATE W !/2" dla. x 5$/4" ELECTRO- GALVANIZED SLEEVE- TYP..E: ExPANSION C.HOR OR 6ALVAN1ZED NC.HOR 60L T l/2" dla X e"L-2" ® 4'-0" O.G. $)-:115 CONT. (STAG6ER ~ 100'-0" FLR JST 1 2xb 5WD5@ ib" O.C. + BUlL T-uP 2x6 POSTS AS REO'D BY MODULAR MANUFACTURER- ALTERNATE TO STUD 1-'iALL TO EE: POST ii BEAM LAYOUT PER MODULAR MANUFACTURER SPLICES) dl ~~~~ !'-5" 2'-6" CONTINUOUS fOOTIN6 FLR JST SILL PLATE' 4 ANGHOR 80LT SEE A/52.! I CRAI'lL 5PACE I I"= 1'-0" XREY'i MOOUL.AR RIM-TO-SILL PER A/S.2J KURTZ 4 ASSOCIATES, INC. 5012 COUNTY RD. 154 &LENV'!OOD SPRING-S, GO LORADO (~10) ~45-6305 JOB HANDLER . GONSTRlJC,TION FOUNDATION DESIGK UBC/IRC HOHE GONTRAGTOR• JOElHANDLER GONST. (~10)-260-651~ &RAND JUNCTION, GO. PROJECT NO. ' 02-01."1 DATE, CONSTRUCTION SET,· 04/20/05 SHEET S=3.1 Gold n ilia Homes, Inc. oundation lnformati n UBC/IRC Foundation Guidelines 1. The tooter and perimeter wnlls nre to use measurements from the attached foundation print. Measuring the home is not a reliable method for detem1ining foundation size. The contractor should check the attached print to any other prints to verify both match, prior to beginning foundation. Variations from this prinL that result in installation problems will be the responsibility of the contractor or the person hiring the contractor to resolve. 2. The attached foundation design bns not been engineered to meet specific soil conditions. 3. Gas service lines must be installed on site and are not part of the standard setup included with your homes purchase. Home buyers should get estimates for the cost of the gas line installation as seller has not included the cost in your purchase price. 4. Sewer lines are stubbed through the floor on Four Seasons Homes. Bonnavilla Homes stub the drain lines through the floor and run them directly to the sidewall when available. Home buyer is required to interconnect all Sewer lines under the home. There are drain lines from the High Efficiency Furnaces and the hot water healer (pan und pop off overtlow valve) that must be connected to the homes drain line system. The same may be true if you have purchased a central air conditioning system. 5. Water lines are run to one central drop point. 6. Electrical is run to the breaker box. GVI-1 will connect plug in style crossovers only. Direct connect or twist type crossovers are the responsibility of the home buyers electrician. 7. The dryer vent must be installed outside the home and/or crawlspace of the foundation. Flexible ducting is only to be used fi·om dryer to vent cap at floor or wall. Rigid ducting must be used under the home and connected to an end cap with a damper. 8. The contractor must provide a crnwlspace access so setup materials can be removed from under the home. Minimum dimensions are 36"x 30" x 36" net. If the contractor or customer chooses to use an interiorcrnwlspaces access, all modifications and finish of the access is the responsibility of others. This method could result in additional dirt and wear in the homes interior. 9. Bonnavilla Homes and Four Season Homes foundation designs show pad supports for the marriage line. Golden Villa Homes strongly recommends that a continuous footer am! pony wall be used in place of posts on cmwlspacc foundations. 10. The manufacturer requires a minimum percentage of crawlspace venting. A good rule of thumb is to install I Y:. sf of venting for every 25 If of foundation perimeter. Local Building Codes must also be followed. 11. FOUR SEAN SONS HOMES DO NOT HAVE FLOOR INSULATION FROM THE MANUFACTURER. BONNAVILLA HOMES OFFERS FLOOR INSULATION FOR HO!VffiS AS AN OPTION. lfthere is no floor insulntion present from the manufnct11rer of the home and any portion on the foundation is n crawlspace, the crawlspace portion.!!!.!!!! be insulated by the home buyers foundation contractor to meet State, County or City requirements. 11. The customer or contractor are required to install a 2 x I 0 treated sill plate. The bolts used to anchor this sill plate must not be recessed into the plate. The threads must be cut off at the top ofthe nut. The sill plate will be used to anchor the home to the foundation, so a strong connection is imperative. Anchor bolts should be centered or set slightly toward the interior of the foundation, not toward the exterior of the foundation. 13. The Ridge Beam on Bonmtvilla Modular Homes is a 12" laminate beam. The tloor joists are 2x 10. This results in a 2.75" height difference thnt must be accounted for in the center line support construction. l11e laminate beam is notched at each end of the home, to eliminate perimeter toundntion modification. lfpmchasing a Four Seasons Modular, there is no height difference between ridge beam and floor joists, so the pony wall should be same height as sill plate or slightly lower. 14. If a crane is to be used, the site must be inspected prior to construction to verif)' specific placement requirements for the crane and the home sections. Unless specifically stated in writing, crone costs are not included in the standard setup pricing included with the homes price. 15. Stem wall height is to be u minimum of31 Y,'' including sill plate, but not including the foorter. 16. Rollover Setup Requirements-There must be 30~ of the foundation exposed in ordet· to roll a home onto a foundation. The pad on the rolling side or sides must be flat and level. The foundation wall must be backfilled and compacted leaving the 30" exposed wall. The rollover pad is considered the area extending ::!.2' out from the foundation and the full length of the foundation, plus 5' for the transport hitches. Accommodations must be made for the delivery truck at the end of the pad site. Grading of site is the responsibility of others. Ramping too steep of an approach will result in setup delays and downtime expenses. It is preferable to access both sides of the foundation for a rollover setup. One sided roll-ons can be done, but greater coordination of ddivery and roll-on is required (see figure Ia. attached). lf30" wall is not exposed, the set crew may require a crane to set the home at the home buyers expense. 17. The transport platforms must be able to be moved out of the way, without impeding other sections to be setup. Generally platfonns are picked up every 3 to 4 weeks. If this time frame is a problem, please notit)' Golden Villa Homes setup and service department at (970) 245-0741 18. AFTER INSTALLATION OF HOME. When backnlling the crawlspace, there must be a minimum 2% grade for I 0' to channel water away from the foundation. Backfill must be at least 4" be.! ow crawlspace vents in ot·der to prevent water draining into the crawlspace. Proper grading is the contractm or customers responsibility. The setup installer has the l'ight to refuse to set any home that does not have adequate drainage on site. 19. Additional Basement Specifications. Foundation venting requirements are not required for basement foundations, unless required by local building codes. Although exterior access is required for setup equipment removal, a crawlspace access is not required. Backfill can be completed to County specifications as long us a minimum 2% slope for 1 0' is maintained and the backfill is a minimum of 6" away from bottom of siding on the home. The installers will not remove setup equipment through interior basement access using portable ladders, other arrangements must be made by customet· or contractor. The basement floor must be completed prior to installation of the home. If the event of a day- light basement, the home must be installed from the bncldilied side of the foundation. If that is not possible a crane will be required, 20. tfyou purchased a Bonnavilla Modular Home with a deck, there should be a porch support detail attached to this information. Bonnavilla Modular decks require specillc support noted on the home print and the above mentioned detail. If you have questions contact Shawn Ruse at 970-245-9039 or 970-260-8809. Do not contact your sales person with foundation questions. (rev 1/6/07) 2 I /l.f,(J'IP,•AH) -l RAMP lfH)"/0,,..,~ Ffal and Level II ().'J.'f"O RAMP I l I !()"·O"IO.O•nl IIH'j/\pooiol I I r j-oUHDATioN " 'i f-brw W"LL ~ HITCHoNO I ! i 11/'./l'iOI•<'<'I -~-' !0'11'/D(lM) RAMP Flat and Level 'orl ~- ' RAMP ' tOC!i'tC'I""' lC\O'jCJil!id --- Figure 13. NOTICE A recent update to the IRC Plumbing Code notes the following requirements that should be perfom1ed with your crawlspace utility connections: ( 1) The pop-offline for the ovelilow beneath the Hot Water Heater needs to be connected to the sewer line. (2) The condensation drain line beneath the Hi-Efticiency Furnaces need to be connected to the sewer line. Please advise the Contractor(s) making your utility connections of these requirements. :.·hank you, Golden Villa Homes IMPORTANT NOTICE TillS IS A DIRECTIVE FROM THE COLORADO DIVISION OF HOUSING TECHNOLOGY & STANDARDS SECTION RELATING TO IRC MODULAR HOMES. WilEN THE MANUFACTURED HOME/MODULAR HOME HAS A RECESSED ENTRY, PORCH, OR DECK, AND THE FLOOR IN THE RECESSED AREA IS CONSTRUCTED OF OPEN DECKING WHICH IS OVER THE CRAWLSPACE, THE FOLLOWING SHALL APPLY: PROVISIONS SHALL BE MADE FOR THE CONTROL AND DRAINAGE OF SURFACE WATER TO A POINT OF DISCHARGE AWAY FROM THE BUILDING. THE FOUNDATION UNDER THE PORCH SHALL BE DESIGNED BASED ON ANTICIPATED SOIL CONDITION AND MINIMUM FROST DEPTH IN ACCORDANCE WITH LOCAL REQUIREMENTS. IN ORDER TO PROTECT THE EXISTING FOUNDATION FROM FREEZING, SOIL MUST BE BACKFILLED INSIDE THE PORCH AGAINST THE FOUNDATION. WOOD FOUNDATION WALLS AND WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18" OR WOOD GIRDERS WHEN CLOSER THAN 12" TO THE EXPOSED GROUND IN CRAWL SPACES LOCATED WITHIN TilE PERIPHERY OF THE BUILDING FOUNDATIONSHALL BE OF AN APPROVED SPECIES AND GRADE OF LUMBER, PRESSURE TREATRED IN ACCORDANCE WITH A WP ACl, C2, C3, C4, C9, C15, C18, C22, C23, C24, C28, C31, C33 Pl, P2 AND P3, OR DECAY RESISTANT HEARTWOOD OF REDWOOD, BLACK LOCUST, OR CEDARS. IF THE AREA BELOW TilE DECK HAS 18" CLEARANCE FROM THE SOIL, THE AREA SHALL BE ACCESSIBLE AND REQllRES A MINIMUM 18" BY 24" UNOBSTRUCTED ACCESS OPENING. Shawn Ruse From: Sent: Shawn Ruse (shawn@goldenvillahomes.com] Wednesday, December 27, 2006 8:28 AM Page 1 of ·1 To: David Mallovsky; Dennis Andrus; Jennifer Bonder Uennlfer@goldenvillahomes.com); Mil<e Ruse (mike@goldenvillahomes.com); 'Richard Ruse'; 'Jason Mosl<alik'; Riel< Points (ricl<@goldenvillahomes.com); 'Sue Boyce' Cc: 'Kathi Mahovsky' Subject: Open porch units MEMORAN!;>UM 12/26/06 Homes with open slat porches are not to be enclosed with concrete perimeter walls, unless the contractor has an engineer design a way to drain water that gets into the crawlspace area. The home portion must still be fully enclosed with wall. The preferred method is to install footers at required frost depth, then pour concrete to 4" or 6" above finished grade and installing a decl< post mount bracl<et for a wood post of adequate size to carry loads. The foundation contractor would then install treated or approved wood posts to support dec!<. This should give a nicer finished lool< than concrete columns or blocl<. This is a preferred method, not a required method. Steps coming off these decl<s will more than liKely be wood instead of concrete if the preferred method is used. Shawn Ruse 970-245-07 41 970-245-0871 fax Long ago when men cw·scd aml beat Llw !l''Otmcl with slichs .• it was called wil'Cltc!'Ujl. 1'oday it's called go/j: lty 11111 Rug""" Confidentlallly Notice This electronic mall transmission and any accompanying documenls contain Information belonging to the sender which may ba conliden\lal and legally prlvlledged. This lnformallon Is Intended only for 1he use of the indlvldual or entlty to whom U1ls ele~:tronlc mall transmission was sent as Indicated above. U you are nat the Intended recipient, any disclosure, copying, d!stibu!lon or acUon !al1en In reliance on the contents or \he lrtrormalion conlalned In this transmission Is strlclly prohibited. Jfyou receive !his lrantmlsslon In error, please caU collect at 970-245-0741 and delele this lransmlsslon. Thank You. 12/27/2006 2l -r-1 < G> j:: ,. ;\1...) '" i !;» i'" ~~ ~'£4 :Pj ., & ~ ~-p_ oCI 2 ;a lq \ ~;;; (I ..; (/\ •l !fi ;:p r ~ "' ou y "' ;;j ~ r 1" ,.. :p ~ ~ 0 ~ r:J .::r:. ct' ro n ~ " f {\ - !'j 0- 0 '""() 2:. ""l'!) <:::. 0 ::p rl ,...- I I • :~ J':> ::::F? ~ c i:P ]:: !j <;;> f3 ~ ~ 0 ~ i 3 so to (0 X tfl i5 ()Q I 1:. d:l c ('> \]\ ~ ~ c /il .., ~ <: -o '!f E .... ~ rv I rli b g.;, _, !':) ><. ,.... t c r;-· C) ·- (;. ~ ., ~ 3l " [0 z: r r r-~ " "l ....... " ~ 3' "' " f lF ~ ~ Uo ,... ~ ~ r-"' > :r, ..._ 0 ;;( rJ\ ;;t ~ 0 cr fO 1" ..;; 3: 'if ~ ~ C) E "' ,., ;):> :; ·I ,.. r F "' p OJ\ (" ll -'i 7J \) iF l T[ 3 --1 J:: r ~ r" CRAWLSPACE CONSTRUCTION MODS!v!05 CRAWLSPACE FOUNDATION ._ -~1~~~-~~~tt~~~~~~~ ~·-II ~ MARR}GELIN~Il* PERIMETER I I BLOCI(IN13 FOUNDATION 0 TOP OF FOOTINGS SHOULD BE BELOW LOCAL FROST UNE "Au nAn BOX SIZE DISTANCE "A" DISTANCE "B" 28' DOUBLE WIDE 13'-2" 26'-4" 32' DOUBLE WIDE 14'-6" 29'-0" DATE~. DRWG.SV:DM 5(13(98 CHIEF® lliDUSTRIES 1-:::c""'HI<""o.""'sY.,..;: ~-_::::..=-4 1--------+--; HOUSING DIVISION SCALE:NONE MODSM06 REVISIONS :r: 0 c (fJ z G> 0 < (fJ 0 z "' 0 ?! f!l z 0 z m ;:;: 0 0 (fJ s:: 0 co 0 ~ @) z tJ c::: C/.l ~ C/.l ("") 0 :r ~ ;>; p "' ~ :$ 0 ;:;: at -co to co S'iUDGRAOE 2.X40ii:!X5 SIPSVJU.L STUDS {%XIiWAtLSHOVhJ) rrt•t•llmVlYI 5l 1LJ" IHC, Stu.. fLA-i"'S. CRAWLSPACE CROSS SECTION SCALE:NONE CRAWL SfACE a~tr. ft.lrJI('WttL.L l~,.;.)(U~t. fr-1>\\ t... VAp>IZ. i;)P.-l!R 1 £.&!... BONNAVILLA HOMES IS NOT RESPONSIBLE FOR THE DESIGN OF THE FOUNDATION. FOUNDATION AND PIERS ARE TO BE DESIGNED PER LOCAL JURISDICTION BY AN ENGINEER OR ARCHITECT. TYPICALANCHORAGE & FOOTING INSTRUCTIONS Modular Homes MODSMJJ 1 uz· x \2" LVLBEAM NOTES: CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO FOUNDATION CONSTRUCTION 1-112" X 12' LAM BEAM RATED AT 2800 Fb AND 2.0 E TABLE 4.7 1112• x 12· LVLBEAM THE LOADS TABULA TEO DO NOT INCLUDE FOUNDATION DEAD LOADS t.O(IDING FOR WAL\.S PER LINeAl. FI:Er nooF uvE LOAD 1 ::JO PSF .tDPSF MARRtAGE WALL I 137B 15i!J TABLE 4.8 DOPSF I tB13 BOI'SF 2103 FLOOR LOADS ARE 40 PSF LIVE LOAD AND 10 PSF DEAD LOAD WALL DEAD LOAD IS 5 PSF ROOF DEAD LOAD IS 15 PSF EXTERIO~ WAlt. 734 817 982 1147 • APPLICABLE TO MAXIMUM UNIT WIDTH OF 29'-0" BONNAVILLA HOMES IS NOT RESPONSIBLE FOR FOUNDATION DESIGN. FOUNDATION AND PIERS ARE TO BE DESIGNED PER LOCAL JURISDICTION REQUIREMENTS BY AN ENGINEER OR ARCHITECT. I.E!NGTH PE.R t.IOPEl. ---~---------------------------------------, 1VPJCAI.Pli;R ANil FOOTING FOR RlOGEBEIIM COLUM!I SUPPORT I I I I I I I I I I CENlERtlliE ~ w a· ·c-I 1 PIER . r--., r --, r--, 1 II L ______ ..,L.....J_____ _L.,.._J_ __ J=.L---L ____ J r--------.--.--------r--~--, ·r-·-r ----1 I I L __ _J t. __ J L--J L..:._J B I ! { ~ c SEI:SECiiOII I ~ s?.A.WA' SPAUW urwpc;· t:rti.U"C" sE£~~glJO!J a.e . ' I I -T I I I I I I I I I I I I A I I I L------------------------------------------------_J I ~----------------------------------------------------~ A SEE. SECTION TYPICAL FOUNDATION PLAN (CRAWL SPACE OR BASEMENT) A·A REVISIONS DRWG. BY: DM 518198 CHIEF® INDUSTRIES C::::c~""um=-.=sv,..;: :::!.:.:..--=:=::..t HOUSING DIVISION SCALE:NONE MODSM'I5 SEE METHODS A iHRU E FOR ANCHORAGE & CONNECTIONS CENTERLINE BASEMENT DETAILS MINIMUM __.-'.a CJMEHS!ON TO FINISH GRADE SlllPLATE J.-,1 10 {PRESSURE TREATED) 4'·0· MAX. WITH UNGROUlSO CMU'S AND 5'-o• MAX. WITH FULL'( GROUTED CMU'S NOTE: UNGROUTED ----'-WALL REQURES 114 VERTICAL TIES @ 6'-0" END ZONES ONLY· 36" D.C. & FULLY GROUTED SECTION "A-A" BONNAVIli.A HOMES IS NOT RESPONSIBLE FOR FOUNDATION DESIGN. FOUNDATION AND PIERS ARE TO BE.DESIGNED PER LOCAL JURISDICTION REQUIREMENTS BY AN ENGINEER OR ARCHITECT. CEtfTEAllNEBEAM --....._ MAX. WIND SPEED 100 MPH FOUNOATIDI4 WAtt. PER LOCAl. JURISDICTION jCONCRETE aLOCK SHOWN) CHIEF® INDUSTRIES HOUSING DIVISION L MARRIAGE LINE SUPPORT MARRIAGE LINE 2 X 10 FLOOR JOIST 114"•·1"xe· _/ srcet PLATE CENTEFII.1NE BEAM SPAN taE1WEEM PIERS) FER TABlES •\.1 THRU <lA 3' STO S'!Ee,,.----·.-l PIPE COLUMN {OREOUA\.f. BONNAVILLA I;OMES IS NOT RESPONSIBLE FOR FOUNDATION DESIGN. FOUNDATION AND PIERS ARE TO BE DESIGNED PER LOCAL JURISDICTION REQUIREMENTS BY AN ENGINEER OR ARCHITECT. (2} MJN,/110;o;2" SCREWS INTOGLBEAM (<1}-sm·x a~ ANCHOR BOLTS lOCAL JURISD1C110N n;e CENTERLINE BEAM SPANS PER TABLES. TI;IS SHOULD BE n;e SPECIFIC TABLES FOR ALL THREE CONFIGURATIONS r----CIH'ITERLli<E BEAt.! SPAN (BETVVEEN PIE.tlS) REVISIONS TOP OF FOC•TII<•o----., BELOW LOCAL FROSTUNES MARRIA<'e LlNE SECTION "C-C" CRAWLSPACE APPLICATION TABI.eS •1..1 lliAU 4.4 X 10 FLOOR JOIST PRI:SSUnETREATEO WOOO SHIM MATERIAL iJ;>CI'f POLYV,\FOR BARRIER FOOTINGS PER LOCAL JURISDICTION DRWG.BY:DM CHIEF® INDUSTRIES CHKD.BV: 5/B/98 HOUSING DIVISION scALe:NoNE MODSM1B Sill Plate Connections (Method A, B & C) MAXIMUM WIND SPEED 1 00 MPH (3 SECOND GUSTS) EXPOSURE 'C' INSIDE APPLICATION (SEE NOTE) PRESSURE TREATED SlLL PLATE NOTE: . RIM JOIST EXCEPT AT ENDWALLS AND ALL AREAS IN WIND ZONES EXCEEDING 90 MPH SIMPSON MAS (DR EOUIVALEN1] CONNECTORS MAY BE INSTALLED ON INSIDE OF SILL PLATE {BOTH SIDEWALLS) 2·10D@ SIDE & 4-10D@ TOP NAILS AT EACH MUD SILL ANCHOR SIMPSON MAS (OR EOU!VALEND INTO SILL PLATE,B'-0" O.C STARTING@ 12" MAX. FROM EACH CORNER. ~ RIM JOIST fM>-.-i3e C:«.Nrlt!w OJ! S:Ltt:.H·rt..t( TD lJ4\i.~)oe_ · d[ -::::--FLOOR JOIST y ~/] .>-.. /7 yf( /~ethod C • THESE DETAILS APPLY TO BOTH CRAWLSPACE CONSTRUCTION & BASEMEN CONSTRUCTION. a F l';:IVI'IDrt-TillJJ -Nor TDt..vAflo NOTES FOR METHOD A & B: UtT"<f!.toR o;:: F<>vJJD/If'lo,v 1) ROOF PITCH UP TDG/12, MAX. SIDEWALL HEIGHT• 9'·0", MAX. EIIVE •16", 2) ALL FASTENERS (INCLUDING ANCHOR BOLTS & WASHERS) IN CONTACT WITH PRESSURE TREATED SILL PLATE TO BE G185 COATEO. 3) 1\NCHORBOLTS & WASHERS TO BE GALVANIZED TO GIB5 (Z MAX) COATL~G. MIN. MINIMUM EMBEDMENT INTO CONCRETE IS 7" & MIN INTO MASONARY IS 15". •I} SEE METHODS 0 THRU F FOR FLOOR TO SILL CONNECTION. REVISIONS DRWG. BY:CES 12/09/04 CHIEF® INDUSTRlES ~cH""11=-o. s=v:_:;,;::;:;:.._...:.=;:c:::...::~ HOUSING DIVISION SCALE:NONE MODSM19 Joist to Sill Plate Connections (Method D, E & F) TOE·NAIL FLOOR JOIST TO-..i~t====::::;:oO::/:-~6is~: ~;~rg:6,LODR SILL PLATE (TWO PER JOisn 160 COMMON (3·114" NAIL) 2x60R2x8 """'- TREATED SILL '-Method D PLATE ~~~P:::::;--;;;:;;;; lJ-WIND DESIGN, 100 MPH FOUNDA T!ON WALL ANCHOR BOLT PER OTHER DETAILS 6/12 MAX. ROOF SLOPE 174" MAX. UNIT WIDTH W/16" MAX. EAVE 9' MAX. WALL HEIGHT THIS ALTERNATE CONNECTION APPLICABLE TO SIDEWALL AND NOT TO ENOWALL CONDITION. WINO DESIGN, 100 MPH 6/12 MAX. ROOF SLOPE 'THESE DETAILS APPLY TO BOTH CRAWLSPACE CONSTRUCTION & BASEMEN CONSTRUCTION. MAX. WIND SPEED iOO MPH = 9'~0", MAX. EAVE= 16". 2) ALl. FASTENERS (INCI.UDING NAII.S) IN CONTACT WITH PRESSURE TREATED SILL PLATE TO BE GI05 COATED. 174' MAX. UNIT WIDTH W/16' MAX. EAVE 9' MAX. WALL HEIGHT TOE NAIL RIM TO SILL PLATE W/16d~ COMMON NAlLS @ 6' D.C. MAX. ~C. MAX@ 6'·0" END ZONES} . L • 2x60R2x8 ('/1-<.i~OO 0 ~ '(. fW.'<.. i..JOI TH'C. TREATEDSILL PLATE f)<<e.F-<.IlP.'<.O fYI £.Tt-\.a0 '¥ l'h 1\-Y Cl~'tlli-T£. A-dd 11 C..hA-r(>.b~ MoT ) N C.LtHXO 1 N THE. l'>lfl-N AIZO OUNDATIDNWALL 1-J.omco.. tosr , / ~ ANCHORSOLTPER WIND DESIGN, 100 MPH OTHER OETAII.S 6/12 MAX. ROOF SLOPE 174" MAX. UNIT WIDTH W/15" MAX. EAVE 9' MAX. WALL HEIGHT 2 ~ 10 TREATED S!LLPLATE FOUNDATION WALL Method F MethodE 'THIS ALTERNATE CONNECTION APPLICABLE TO SIDEWALL AND NOT TO ENDWALL CONDITION. / ANCHOR BDL T PER OTHER OET AILS THIS ALTERNATE: CONNECTION APPLICABLE: TO SIDEWALL AND NOT TO ENDWALL CONDITION. CHIEF® INDUSTRIES oRwo.sv'cEs 12f09/04 CHilO. BY: REVISIONS HOUSING DIVISION SCALE:NONE MODSM20 FOUNDATION DESIGN: GENERAL NOTES GENEORAL NOTES: 1. THIS FOUNDATION HAS BEEN DESIGNED FOR SITES WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 PSF MINIMUM. i. FOUNDATIONS TO BE CONSTRUCTED ON SOIL WITH A LOWER BEARING CAPACITY SHALL BE DESIGNED 114 ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE BY A LICENSED ENGINEER TO LOCAL CONDITIONS AND CODES. 3. CONCRETE COMPRESSIVE STRENGTH AT2B DAYS TO BE 3000 PSI MINIMUM. 4. REINFORCING STEEL SPECIFIED TO BE GRADE 60 BARS MEETING ASTM A615, A616 ANDA617. 5. FOUNDATION WALL MAY BE POURED CONCRETE EIGHT IB) INCHES THICK, REINFORCED WITH 114 REBAR AT ( 12)1NCHES O.C. VERTICAL AND 115 REBAR AT 1B" D.C. HORIZONTAL. B. UNIT COLUMN SUPPORTS FOR CENTERLINE RIDGE BEAMS . REQUIRE ADDITIONAL PIER SUPPORTS UNDER CENTERLINE BEAM LOCATIONS PER FLOOR PLAN. 7. TI;IESE SPECIFICATIONS ARE TYPICAL. LOCAL CODES MAY CONTAIN ADDITIONAL REQUIREMENTS. 6. FOI)NOATIO!>I WALL STEMS MAY BE CONCRETE OR CONCRETE a•DCK.. 9. CONCRETE BLOCK SHALL CONFORM TO ASTM C-90. 1D.IN CONCRETE BLOCK STEM WALLS A MINIMUM OF 12) ·114 REBARS ARE TO BE INSTALLED IN BLOCK WITH MUD SILL ANC~IORS. FUlLY GROUT EACH CELL CONTAINING REBAR. 11. ALL LUMBER IN CONTACT WITI1 CONCRETE SHALL BE OF PRESSURE TREATED TYPE OR OF SPECIES APPROVED FOR USE IN DIRECT CONTACT WITH CONCRETE. STEEL !FASTENERS, CONNECTORS OR BEAMS) MUST BE Ei111ER ISOLATED FROM ANY CONTACT WITH lUMBER CONTAINING COPPER PRESERVATIVES OR MUST BE ZINC PLATED TO MEET G1B5 COATING RATING. 12. THE INSTALLATION SITE MUST BE GRADED SOT!-IAT WATER DRAINAGE IS AWAY FROM STRUCTURE AND DOES NOT ACCUMULATE UNDER THE HDME. 13. BACK FILl.. ADJACENT TO THE FOUNDATION SHALL NOT BE PLACED UNTIL THE WALL HAS SUFFICIENT STRENGTH OR HAS BEEN BRACED TO PREVENT DAMAGE. 14. MINIMUM FOUNDATION VENTILATION REOUIRoMENTS: A.1B" X 24" ACCESS CRAWL SPACE UNDER FLOOR ARI!A. B. 1·112 SQUARE FEET DF VENTILATION PER 25 LINEAL FEET OF FOUNDATION WALL. G. COVER VENT OPENINGS WITH CORRDSION·RESISTANT WIRE MESH NOT LESS THAN 1/B" NOR MORE THAN 112" IN ANY DIRECTION. 15. THIS FOUNDATION SYSTEM IS FOR USE WITH FLOOR SYSTEMS WHICH ARE DESIGNED TO SPAN FROM PERIMETER WALL TO CENTERLINE SUPPORTS. 16. DAMP PROOFING OF CONCRETE OR MASONRY WALLS TO BE IN ACCORDANCE WITH LOCAL GODES. IN 1HE ABSENCE OF CODE REQUIREMENTS, THE FOLLOWING SHALL APPLY: A. EXTERIOR FOUNDATION WALLS OF MASONRY CONSTRUCTION ENCLOSING BASEMENTS SHALL BE DAMP PROOFED BY APPLYING NOTLESS THAN 3/B" OF PORTLAND CEMENT PARGING iD lliE WAlt. FROM THE FOOTING TO THE FINISH GRADE 1HE PARGING SHALL BE COVERED WITH A COAT OF APPROVED BITUMINOUS MATERIAL APPLIED AT iHE RECOMMENDED RATE. EXTERIOR FOUNDATION WALLS OF CONCRETE CONSTRUCTION ENCLOSING BASEMENTS SHALL BE DAMP PROOFED BY APPLYING A COAT OF APPROVED BITUMINOUS MATERIAL TO THE WALl. FROM T!-IE FOOTING TO THE RNISH GRADE AT THE RECOMMENDED RATE. GENERAL NOTES: B. FOUNDATION WALL OF HABITABLE ROOMS LOCATED BELOW GRADE SHALL BE WATER PROOFED WITH MEMBRANES EXTENDING FROM THE EDGE OF THE FOOTII4G TO THE FINISH GRADE LINE. THE MEMBRANE SHALL CONSIST DF EITHER 2-PL Y HDT MOPPED FELT, 6·MIL PDL YVINYL CHLORIDE, 55 LB. ROLL ROOFING OR EQUIVALENT MATERIAL. THE LAP IN THE MEMBRANE SHALL BE SEALED AND FIRMLY AFFIXED TO THE WALL. C. FOUNDATION WALLS MAY BE DAMP PROOFED DR WATER PROOFED USING MAToRIALS AND METHODS OF CONSTRUCTION OTHER THAN COVERED IN THIS SECTION'WHEN APPROVED BY THE LOCAL BUILDING OFFICIAL. 17. DRAINS SHALL BE PROVIDED AROUND FOUNDATIONS ENCLOSING HABITABLE DR USEABLE SPACES LOCATED BELOW GRADE AND WHICH ARE SUBJECT TO GROUND WATER CONDITIONS. DRAINS SHALL SE IN.~TAI.I.ED AT OR BELOW 11-IE AREA TO BE PROTECTED AND SHALL DISCHARGE BY GRAVITY DR MECHANICAL MEANS INTD AN APPROVED DRAINAGE SYSTEM. 1B. THE TDP OF DPEN JOINTS OF DRAIN TILES SHALL BE PROTECTED WITI-I STRIPS OF BUILDING PAPER AND THE DRAINAGE TILES SHALL BE PLACED ON 2 INCHES OF WASHED GRAVEL OR CRUSHED ROCK ONE SIEVE SIZE LARGER T!-IAN THE TILE JOINT OPENING DR PERFORATION AND COVERED WITI1 NOT LESS THAN 61NCHES DF 11-IE SAME MATERIAL 19. THE DESIGNS ON T!-IIS AND ACCOMPANYING SHEETS ARE APPLICABLE TO SEISMIC ZONES O, 1 AND 2. 20. THIS FOUNDATION DESIGN IS NOT FOR INSTALLATION ON A FLOOD PLAIN. WHEN INSTALLING CRAWL SPACE OR BASEMENT IN AN AREA WITH SDILS HAVING POOR DRAINAGE, CONSIDERATION SHOULD BE GIVEN TO METHODS OF ELIMINATING ACCUMULATION OF WATER IN THE CRAWL SPACE OR BASEMENTS, SUCHAB THE USE OF SUMP PUMPIS). INSTALLATION OF SUMP PUMPS TO BE IN ACCORDANCE Wl11-l LOCAL CODE REQUIREMENTS. ~-------R-EV--IS-IO_N_S----+0-A_"~El~ DRWG. BY:CES Oi /19/04 CHIEF® INDUSTRIES CHKD. BY: HOUSING DIVISION SCAl.E:NONE MODSM21 actory Prints CHIEF INDUSTRIES HOUSING DIVISION THIS HOME IS CONSTRUCTED WITH THE FOLLOWING DESIGN CRITERIA: FLOOR: 40 PSF L.L. 10 PSF D.L. WALL : 90 MPH, EXP. C, SEISMIC ZONE D1 ROOF : _ __::40e..cP:...:S:::.cF __ L.L. 15 PSF D.L. STANDARD : 2003 IBC, 2003 IRC, 2003 IMC 2003 I PC, 2005 NEG, 2003 IECC MODEL 872MAJ-07 ---------------- CHIEF INDUSTRIES TABLE OF CONTENTS PAGE NO. ILLUSTRATION ElEVATIOO -TlPICAl. 2 CROSS SECTION 3 CABINETS ElEVATION -TlPICAL 4 flOOR SlS!EM FASltN~G DETMLS 5 FASltNING DETAILS 6 CONNECTIOO DETAILS 7 HEAIIffi DETAILS 8 HEATING S1S1tN DETAIL 9 EN!lNEEliJNG flOOR PLAN lD ELECTIIICAL PLAN II DRAIN PLAN 12 WATER PLAN 13 GIS PLAN 14 FOUNDA110N PLAN 15 ROOF lRUSS DETAil. ROOF LOADS SIDE NALL HEADER CHART 14'-10' MAX. FLOOR SECTION I IG' EAVE HEADER MAX. ROOF HEADER MAX. MATERIAL TYPE SPAN LOADS MATERIAL TYPE SPAN 2 X 4 A 3'-S' 2 x 4 A 2'-4' ~2 SPF B 4'-11' ll2 5FF B 3'-2' 2 X b A 5'-S' 2 x 6 A 3'-7' 112 SPF B 7'-7' #2 5PF B 5'-D' 2 x a A 7'-2' 30» #2 SFF B q' -a• L. LOAD i-=='-l-~A-l-.C,.,-'_1::.,1 ,-1 2 x B A 4'-q' GO# #2 SPF B G'-7" L. LOAD 1-..:::..:::..:.__ci-...:A::.--i .1---',::..,,_...:1,-, -1 ISU 2xl0 v 15# 2xl0 • D. LOAD l--'U2:...:.SP-'F-l--"B'--+-">II'..,-q.:,.' -1 I 112'xS 1/2'1--A':'--1--:8~',-'-1:,1'-1 LVL B 10'-2' D. LOAD I--'U2:...:.5P-'F-l_..::B'--+-'::B'-..,4;;..'-J I 112'x5 112' 1--A':'--1--:',7',..-1:,-' -1 LVL B 81-1" 2 x 4 A 2'-11' 2 X 4 A 1'-11' #2 SPF B 4'-1" U2 5Pf B 2'-7" 2 x 6 A 4'-7' 2 x o A 3'-1" U2 5Pf B o'-5' ~2 SPF B 4'-1' 2 X 8 A h'-1" 40» U2 SPF B B' -6' L. LOAD f--..;:._;"---1---''--t-::,...::,---J 2 x B A 4'-0' BOU #2 5Pf B 5'-5' L. ~~~AD f--'2:...x.:..:I_:_O-+--"A-t-",S'-'-I;..' -l IS# 2 x 10 A 7'-q' D. LOAD l--'«2'--SP_F---1--':B'---t-:010',_-8:;,'-1 I 112'xS 112'1--':'A-t-7.8'-:-:.1'-1 LVL B q'-3" D. LOAD f-tt..::2:...5cP:_:_f-+_=,B_f-o'-,'--:,11;..' -l I l/2'xE· 112'1--...:A,:--+-'o::,.'-_,5:,-' -l LVL B 7'-4' ROOF LOADS MARRIAGE NALL HEADER CHART 14'-IO' MAX. fLOOR SECTION MAX. ROOF MATERIAL SPAN LOADS MATERIAL MAX. SPAN 2 x 4, #2 sPF 4'-o" 2 x 4, n2 SPF 2'-7' 30# 2 X "· #2 SPf &'-3' 2 X •• 112 SPF 41-1' L. ~~~AD 1--2-x-B"", -#"-2-S_P_f-1--B'--0-,-1 L. -~~AD 1--2-'-'x_B.,_, _112_5'-PF'--1--5-'-_5_' -1 D. LOAD 2 x 10, 112 SPF q•-q• IOU 2 x 10, #2 SPF 6'-11' r...:cc::.c.:.=:..:::...:_t-.:......:,---J D. LOAD f----'---f----1 I 1/2'x5 112', LVL q'-S' I 112'x5 1/2', LVL 7'-6' 2 X 4, #2 SPF 3'-4' 2 X 4, #2 SPF 2'-2' 2 x G, #2 SPF 5'-3' 2 x o, 112 SPF 3'..S' 40U BO# 2 x a, n2 SPF •'-II" 2 x e, tt2 SPF 4'-G' L. LOAD L. LOAD 1--'-'-'---'-'-'--t---'-----1 ISU 2 x 10, #2 SPF B'-10' 15# 2 X 10, #2 SPf 5'-q' D. LOAD 1---'----t---'----1 D. LOAD f---"--'--'-''-'--t--------1 I 112'xS 112', LVL B'-G" I 112'x5 1/2', LVL 6'-q' . ROOF LOADS 30U L. LOAD 151! D. LOAD 4DU L. LOAD ISU D. LOAD wn L. LOAD ISU D. LOAD oou L. LOAD IOU D. LOAD ROOF BEAM HEADER CHART 14'-10' MAX. FLOOR SECTION MAX. MATERIAL SPAN I 112' x IS 318'1 LVL IB'-1' I 1/2' x 17 7/8', LVL 20'-4' I 112" x 23 3/8', LVL 24'-11' I 112' x 12", LVL 13' -I' I 1/2' x IS 3/8', LVL 16' -4" I 112' X 17 7/8', LVL IB'-5' I 112" x 23 3/B', LVL 25'-0' I 112' x 12", LVL 11'-4' I 112' x 15 3/B', LVL 14'-0" I 112' x 17 7/B', LVL 15'-q" I 112" x 23 3/B', LVL lq'-4' I 112' x 15 3/B', LVL 12'-5" I 112' x 17 7/B', LVL 14'-o" I 112' X 23 3/B', LVL lq'-Q' KUIGPOST OfTAl'- CROSS SECTION SCAlE : 112' "' 11-01 '-FI&RGu\55 BI.OtlllltaJI..AT!Ofl ST A!/DA!W) STUD GRADE ~DEHA!i SlUilS --.f MIL PDLT. VAf'(R BARRIER P£FERftl!:E lRC 4!}.i.:J2 EAV£ DETAJL Il.ECJRICA!.. UAX UQiTlllC BP21J8 M~dui'JI~~:J.'u~~f;tlon FAJ>Tl!UI!IQ. DETA Ill• IIC t».m .vwt>; i i E5'i\l':\ Bonna Villa• '="=--:::-£:] ' '""'1'1' Homes ·--·-'-' ----!----1 ~ g ~ ~ ~ ~~ ~iit 2:;: II~; ~· !18 .i! .~ ij il 1/. /· l · .. > 'o; ,I ' \~ I• • \:f.."-I , , ~" ... ~~. . ' ~"· ~:$" . • \~·&" '\'. . / \~~: . '/ ,, . . . I , . I • , I ', . ·; ' • f ""'/ v - 7\J () ~\ (J).J:l oO rn :::E3 f:u ':C. ' ::r::Z o-oZ i=Cl )> /ON C) z rn RIDGE BEAM TO RIDGE BEAM TRIPLE SECTION (STD PJXJF) p~~ ~~ IfcJg~~ lila' o.c . .1/1..~-ow~ RIDGE BEAM TO RIDGE BEAM DOUBLE SECTION (STD ROOF) RIIJGO EX B~l/2 !eJtrzgRw.miS II 3 rn.vl.f :;;o.. ...- p ID' D.C • , " RIDGE BEAM ..__./""../ ~Eo "§llllAfJ'.fl~·'8'2_1'0Sf PLATE llll x 2112' ~ :£R&15 a• o.c.. ~ "%f05T PlATE srm sT11AI' r In' x 30 GA. sn:a STlW' r. -15 GA. X I' STAPLES fAOl BID PLAN VIEH ROOF ASSEMBLY DETAIL ( f>ll2 ROOF) 2 X b ta Ta> Pt.A1E EAVE DETAIL ISOMETRIC VIEN 4-.BI't3Vol1 11All..5 P5! crn!lfCTlQl EXTERIOR WAll DOUBLE 10P Fi..ATE !UTERJQ:i! HAll 5!JIG!.E ief PLATE INTERIOR NALL TO EXTERIOR NALL 2XC.STUD (n:l D.C.) OR 2X!>STUD (11>' D.c.) '1 X'-8U:G. L)JD fl.AT WAll. SiUO 2X b .STUD (U!O.C) TYPICAL CORNER ASSEMBLY (TOP VIE!;) fOIJIIDAnoo IDD'f oonw l!f>2r38 '8 >< "' 51\/F D • ~ 1- -"' ~GI§l 1 l§l 1rnarn~ 11AIII ODD [!] llAl\1 g ! 21-?,1 I II-~;' ! 21-31 I I 31-b' I I r,t-o• MAST!;~ BATH VAN IT!' !;LE)LATION MAIN !;lATH VANI!r E!JVATION cr·. llOOJki [DI 00IDDI rn []] []] DO KITCIIDI ~ I 2'-3' 2'-6' I 2'-o' L 41-0' ~ 21-q• 2'-'l' 31-t ~01 !( D c:::::::J c:::::::J c:::::::J c:::::::J -c:::::::J D DO ...., .. rn rn .... D - F= I 31-01 I 2~-G-~ II'-•' ! 1'-6' I 31-01 I 2'-0' ll I 21-'IJ I 21-'11 I 31-t I 131-'1* 81-IJU SINK[RANGE ELEVATION REFRI~EgATOR EL£Y.6 TION • i "' ~~ llii CABINETS 'b 1:\1 ~., "' DESCRIPTION tm. FT. <::S BASE CABINET 19.5' §il iP i;> ~~ co [DEIJL8] HEAD CABIIIET 14' 5f VAIIITY 9.5' ~ "" -in m ~!H.c:.<UO 1i :[ ~ ~ I 31-D' I 31-a• I 2' II 22' I 2' 11 2o' 1 2' II 22' I iji . ~ MASTER BAif/ VANITT MAIN BATH VANIIT BASE SIDE VIEW ..... PENNINSULA ELEVATION lJ • SIDE ~lEW SIDE ~llli ""' ""'" g MARRIAGE WALL SUPPORT MAY CONSIST OF FRAMED WALLS OR POSTS @ REQUIRED SPANS I 112' X 12' LAMIAATED SEAn roJBLE TOP PlATE 2 X b 5TIJD ~· O.C. SU?f'i~RT WALL MARRIAGE LINE SUPPORT DETAIL SCALE: !12' "' 11-0' """ 2·2XIO R!MJ.';1S1 2 X 10 f'Rf..."'5t..P.£ TREATED StU. PlATE FCUIIDAT!Ctl HAU. --../ "5TP 1 x to ..tm;T (t~' ac.) 2 X 3 112' 1-mD SCREW P If.' O.C, "' 4' X 3 !12' t.AG 5Ci!EW ~ tr.' o.c.. EDGE OISTM-IC£ 'VIC.' l"llll ~ SCREWS "' 11 Mill. FOR LAGS FLOOR TO SILL (OVERSIZED PLATE METHOD THRU JOIST) 31a1 X s• l.Ati SCREWS_c::-~-= A1.T£Rlt.lllm NIGW Rh!: EVERY 5CR8i IN5TAU.ED I 1!1' X """"' 8' COICRET£ W.U. MARRIAGE LINE SUPPORT DETAIL ~'TRfATED Sill. PlATE SCAlE• 112' • 1'-0' llSYP 2 X 1D iJt5T (I~' O.C.} l£d IWI!i 2 PfR jjl5T FLOOR TO SILL\_ fOJNDATH>l >WL (TOE NAILING METHOD THRU JOIST) ""' 2-2)(1(1 RIM .l?IST F''."' I , lli5T r·· •. q """"""' TREATID S!!.L FlATE FLOOR TO SILL (TOE NAILING METHOD THRU RIM) "'5Pf 2-2X w RIM Xl!ST PLAN VIEN SILL TO FOUNDATION (MUDSill ANCHOR) PLAN VIEN 112 5Pf 2 XI> OOTICfl PLATE PRE.SSURE TP.fATED SILL PLAT£ ISOMETRIC FRESSliP.£ TP.EATED SILL PLATE SILL TO FOUNDATION (ANCHOR BOLT) \ \ I~ ~ ~ m~ I! ~~ ~ !li I~ : .. ~ 11 ! ' 3f " --- ~ --'o/ ~ lll ®. ,e +~~ e5 "§ a~ ::{ .re 0 ::;: ~ ' • ~ L. !£. .. I 1PAA!l!ir~··~· I . ., ~ + g • • • • : • • • • • • •. ,., ~+ ~I • g I " " " g ""§ " • Q ··~ np ~ ~ •. ,., " " " " " " " u " " " .£::!.. "" 1PSY:r~'·""' 1-.. - ll'·l""' - I~ D re~ • g "''(m'J ® ; . . .. I ~ ~ • • " @\ r-m r. 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