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Application - Permit
Garfield County No. I J()f.;4l I Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 [t9&3 C t( 3 ~D Job Address: 1~863 Cr 320, Rifle Locality: 2177-164-00-016 -------------------------------------------------- Use of Building: IRC factory built home on unfinish basement Owner: Lyells, Debra Contractor: Golden Villa Homes ------------------------------------------------ Amount of Permit: I level me fac home+septic total $1,327.84 $550.00 $1,877.84 Date: GARFIELD COUN1Y BUILDING PERMIT APPLICATION 108 8'" Stnot, SWtc 201, Gloa•oocl Sprinp, CO 81801 Permit No: Pbolle: 87()-94~8212 I Faz: 970·384-3470 /lalpectloa Llae: 97()-384-5003 I CbU ~ Parcel/Schedule No: ~ \ 1--l-\ ~4.-~-Cl-b Subd. I ExempUon: - 2 3 4 5 6 7 8 !::J Alterauon Addition Q Move 9 10 11 12 On ·Site Sewage Disposal CJ Single CJ Double NOTICE A SEPARATE ELEC'rniCAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. Plan Check ,5;_ '3 o; Permit Fee: ;-(J l.j? .> nDS PERMIT BECOMES NULL AND VOID IF WORK OR CONS'ffiUCTlON AUTHORIZED IS NOT COMMENCED WilliLN 180 DAYS. OR. IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AfTER WORK IS COMMENCED . I HEREBY CERTtFY 1HAT I HAVE READ AND EXAMINED THIS APPUCA110N AND KNOW THE SAME TO BE lRUE AND CORRECT. ALL. PROVISIONS OF lAWS GOVERNING THIS1YPE OF WORK WILL BE COMPLETED W1THIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORJTI' TO VIOlATE OR CANCEL 1HE PROVISIONS OF ANY OTHER STATE OR LAW REG G.C UCTION OR THE PERFORMANCE N ucno . w Zoning: AGREEMENT I 3 ? 7 Dated Permit Issued: 4 D O Clb /SO #0 oO Canst. Type: , Setbacks: IS F~· &.~0: D O L\'3b . ~l joo 110_ q_t~ ' s-oo() PERMJSSJON IS HEREBY GRANTED TO THE APPUCANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT TiiE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUB MITrED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT. 1HE SIGNER. HEREBY AGREES TO COMPLY WITH ALL. BUILDING CODES AND l.AND USE REGULATIONS ADOPTED BY GARFIELD COUNtY PURSUANI' TO AUTHORITI' GIVEN LN 30.28.201 CRS AS AMENDED. nt£ SIGNER FURn!ER AGREES 1HAT 11"1HE ABOVE SA.I.D ORDINANCES ARE NOT FUU.Y COMPILED WI'IH IN TiiE LCOATION, ERECTION, CONSTRUCI10N, AND USE OF ntE ABOVE DESCRIBED S'l'RUCTUR£. THE PERMIT MAY BE REVOKED BY NOTICE FROM iliE COUN'JY AND THAT THEN AND 11iERE IT SHALL BECOME NULL AND VOID. niE ISSUANCE OF A PERMT BASED UPON Pl.ANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT 1HE BUILDING OF'FIClAL FROM 1liER£AFTER REQUIRING THE CORRECTION OF ERRORS IN SAID Pl.ANS . 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 1HIS JURISDICTION. 1HE REVIEW OF SUBMnTED PLANS AND SPEC!f1CATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITIITE AN ACCEPTANCE OF ANY RESPONSIBUJ11ES OR UABLmES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES. THE RESPONSI BIUlY FOR nl£5& rr&>tSAND IMPL&MEHTATION DIIRING CONSTRUcnON R&SI> SP&CifiCIAIJ.Y WITH 11i& ~ ~BUIW&R AND OWNER. COMMEI'li'S ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Garfom.003 Plu V\ v Eee. I HEREBY ACKNOWLEDG ~~ ~~o~NDERSTAND iliE AGREEMENT ABOVE (INITlALl·. • • "Bi'~t.tq c~<..t1-88~ F/1£\tq':.l·b 1t $)~. sy C'Ctsh fl& '1·5"5 ' I. The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Pennanent 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 me 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 wilJ not be issued until aU the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable ; as well as any final sign off by the Fire District, anchor State Agencies where applicable . A CERTIFICATE OFOCCUPANCY Wll.L NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTU:ICATE OF OCCUPANCY (C .O .) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. Wli..L 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 occupancx. use and the issuance of a Certifi te of Occupancy for the dwelling under building pennit # \06LJ, l Date VALUATION/FEE DETERMINATION Applicant L.,~ Q...U s. Address I I S b '3 Ctl. 3 '2 0 Date ~~--t¢ · v 1 Finished (Livable Area): Main Upper Lower Other Basement: Tota1 Square Feet Valuation Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Va1uation Garag:e : Valuation Crawl Space : Valuatio n Decks/PaLios : Covered Valuation Ope n ')~A 1-z_ ~ ~£::~- Valuation Total Valuation Subdivision - Lot/Block - Contractor 4.ole/eN lltt}~ -. 1. 2. 3 . 4. 5. 6. 7. 8. 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 ~d professional stamp on the drawing? Properties with slopes of30% or more must be shown on site plan. (NOTE Section 1 06.2) 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 fi:r plat with the proposed structure located within the envelope. Yes___,~P---- Does the site plan when applicable include the location of the l.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 th~e·r signatt.ire and professional stamp on the design. Yes --A---- 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 b!lding permit on is located on a comer lot. Special setbacks do apply. Yes--1-A.-t---- Does the site plan indicate the location and direction of the County or private road accessing the prope?? Yes_~~--- 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 Modulf Unit showing exterior doors is required. Yes~A.'+---- 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 applictll·oi\n for a building permit? The building permit application will not be accepted without it. Yes No ------- Will ~e the only residential structure on the parce~? Yes+ No Ifno-Explain: ______ _ Have ~2) complete sets of construction drawings been submitted with the application? Yes , 2 ... .. .. · 9. 10. 11. 12. 13. 14. 15. For the placement of a manufactured home, have the following been specified? The size of the unit (min. 20ft. x 20ft.); live roof load (min. 40# could be more depending on elevation of pro\rY); wind design. (min. wind speed of 90 mph); foundation design; method of anchoring? Yes. __ f!-F---- Have yo designed or had this plan designed while considering building and other construction code requir ents? Yes No ------ Do yo:qlans comply with all zoning rules and regulations in the County related to your zone district? Yes ~ No _____ __ Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the ~eld County Building Department? Yes ~ No ______ _ Do you understand that approval for design and/or construction changes are required prior to the appli~ of these changes? Yes ~ No _____ _ 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 11 Pennit Fee" as well as any ''Road Impact 11 or "Septi~stem" fees required, at the time you pick up your building permit? Yes No ------ · 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: 0 a.m. and 3:30p.m. Monday through Friday. Inspections are to be called in to 384- 5003. ·No -------- 16. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00.re nspection fee? Yes 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?~. Yes 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 Jetter stating that information is required. You can contact the Garfield County Road & Bridge Department at 625-8601 or refer to the phone book fQ!Jhe 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 -r 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 buildinpennit 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 inspe&n? The State will charge a fee for this inspection. Yes ~ No ___________ _ ~2 . 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 Build! Code? Yes -No ------------------ :?.3. 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 Permit (or evidence of an ex~on) at the time of the building permit application submittal? Yes No ____ _ 24 . Do you understand that if you are planning on doing any excavating or grading to the property prior to issuanr a building penni! that you will be required to obtain a grading pennit? Yes 4 ' . I herebY. acknowledge that I have read, understand and answered these questions to the best of my ability. Date Phone: rf!J!J~/e25-)to~,~ (days ); fl(d -J;J6 -@t/J{i (evenings) Project Name: 15} f \OC \Jv\~~ U\.(Jf l \.lP \ \'S> Project Address: \ \ o6 '3 cc 3~D-~l F led Notes: te'S.tdeVtC e If you have answered 11 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 rev iew process . Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a pennit. If it is detennined by the Building Official that additional infonnation is necessary to review the application and plans to determine minimum compliance with the adopted codes, the applicati on 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 frrst position for review , delay in issuance of the permit or delay in proceeding with construction. bpminreqnrurureb2005 5 PLAN REVIEW CHECKLIST Applicant _ __.l ...... ""':;llr~' e_.\.....,\_::,"----Date. _ _....l~.t_. ---='3;::;..0_~..:;..:.,.._ __ Building v Engineered Foundation ~Driveway Permit E ~ ~ < J.-,.. _0urveyed Site Plan \.\Av ~ [ __ Septic Permit and Setbacks 0~ (.-.l\. """~ . _0rade!Topography 30% [)AJ\-~ ~ \rt, J 1f \£-\L-.; · i ' __ Attach Residential Plan Review List L Minirnurn Application Questionnaire ~Subdivision Plat Notes ~Fire Depanrnent Review 0 aluation Detennination/Fees __ Red Line Plans/Stamps/Sticker ~Atta~h Conditions -lL_.Application Signed ~ Plan Reviewer To Sign Application L Parcel/Schedule No. ~ 40# Snowload Letter-Manf. Hrns . . l/Soils Report GENERAL NOTES: Planning/Zoning /Propeny Line Setbacks y 30ft Stream Setbacks / Rood Plain /Building Height ~Zoning Sign-off _{_Road Impact Fees -t.OA/DRC Approval __ Grade/Topography 40 % {y{annin• Issues __ {subdivi~ion Plat Notes l Foundation Print Request Date: 7 ·-ll ... f){ Customer: LyQ. { ~~ Home location: {2,~( '<._.., --~~~~~------- Make: 9 Four Seasons Admiration Other: ----- Model: --.:::~--=ta~q....L:~n~t\--=G:;;..._D;:;;....:::.6_HUD ~ Year: &> 7 Snow 1oad: L(e ~-o&-rGfl7 Special Draw :~ N (if yes include floor plan) Standard Floor plan: 6J N Footings HUD code: None Pads ~~ncr$? Other: FlUUlners ~earns 12>£&:'>C!.VIA.•._,;t ~ Walls HUP code: None Skirting Block Concrete ~ Crawlspace Qas~ (below grade or@ Combination (part crawlspace, part basement) Foam Block Type of Financing: Cash Conventional FHANA RuralDev. X~~ S ~rson Signature _, GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 1 08 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner 's Name L~ eU.s, ~ ebw Phone (970) 945-8212 Present Address I \1,&3 CC 'B~C)-~\f (e, Permit 4367 Assessor's Parcel No. This does not constitute a building or use permit. Phone bJS .. 2,'3'2.2. System Location '\863 cr ~dO-~.\Fl~ Leg~OescMptionof~sesso~sPa~~No.~~~\~~~~~-~\~bL~~~~~~~\u~~~~~~~~~~~~~~~~~~~- SYSTEM DESIGN ------Septic Tank Capacity (gallon) ______ Other ------Percolation Rate (minutes/Inch) Number of Bedrooms (or other) ----- Required Absorption Area-See Attached Special Setback Requirements: Date--------------'nspector ________________________________________ _ FINAL SYSTEM INSPECTION AND APPROVAL (as i nstalled) Call for Inspect ion (24 hours notice) Before Covering Installation System Installer _____________________________________________________ _ Septic Tank Capacity _____________________________________________ _ Septic Tank Manu facturer 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 ' Date hf}tf[ () i tospaoto• ~ -(7().-v-q_ V. (G--,_,., f. C • 5' J »(o <f RETAI~ w1r RECEIPT REcoRos Ar coNsrRucrtoN srre C.. ; Vc 0 ~;,"_;_ •CONDITIONl ~ • -~CJ ..... 1. All installation must comp with all requir;mentst't the Colorado State Board of Health Indiv idual Sewage Disposal Systems Chap ter - 25, Article 10 C .R.S. 1973 , Revised 1984 . 2. This permit is valid only for connection to structures wh ich have f ully complied with County zoning and building requ irements. Con· nectlon 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). 10/12/2007 20:16 9706256468 TO: Garfield County Building and Planning Department Phone: 945-8212 Fax: 384-3470 From: Debra A. Lyells Phone: 625-2322 Fax: 625-6428 RE: Changes .. r 1. i E0 . ' '•· OCT 1 5 2007 l. Kr lu.D • ..,:ou NTY BUILDING & PLANNING GRAND RIVER HOSPITAL PAGE 01 113/.12/2007 2 13: 16 9706256468 Garfield County Building and Planning Department 108 gtn St., Suite #401 Glenwood Springs, CO. 81601 Phone: 970-945-8212 Fax: 970-384-3470 Changes to Building Pennit No. 10641. GRAND RIVER HOSPITAL Debra A. Lyells 11863 Cty. Rd. 320 Rifle, Colorado 81650 Phone: 970-625-2322 Fax: 970·625-6468 1. Per telephone conversations with Andy and Jeff, of your department, we plan to live in the present house until the utilities are moved to the new house. When we are moved into the new house, we will then begin disposal of the old house. 2. We never intended to have a stairway down from the main floor to the basement; I just put them in because they were on the house plans. 3. We planned to have a 4' X 4' X 6" reinforced concr.ete pad at the main entrance. The sidewalk will be completed at a later date. For the basement sliding doors there will be a 4 ' X 8' X 6" reinforced . concrete pad. srr~ely, () !~) W/)f}/L , . dilf£ Debra A. Lyells PAGE 02 I I I ' J I 1 I t I I ' I !\::) ~ J t I -:SI ~J 'U) ~~ ~~~~ -I J ·,os I I I I J I I .. I I I I £13 3:>1;;1d ... ~ I I I J tt o• ~ ~i • t j I I )~ L .... -- --~--------..... -.. ---~~ ,t ""'::T' ~ '<:-~ :r ~ t ....._ ______ __,.a .... ~tQ : ~. . .lll!-~----~o' --~ APPROVED sumcr ro NOTED EXCEPTIONS&: INSPECTIOMS GARFIELD GOUNTY !Ull.JHNG DEPA-"'T!fitf( D1Dt= '1.-tt:.l ,., p;yrH> L . . VIELDC Y NO rNSf'ECf!ON WITROIIT-' Tl!E5! fLI,.!'iS ON SITE· J\~ge ~r . ~~~ 11;;11Id50H ~3AI ~ ONI;;I~:> 89P99l913LG 9t:l3l Ll3l3l/lt/l3t t 10/12/2007 20 :16 9706256468 . . GRAND RIVER HOSPITAL PAGE 04 . -"f\ u .. .. 0 ... ~ 1t 1:tJ tJ ~ ~-~ ~ 2 ~ ,.. o · ~~ 7( 7"' ~ ;JJ -IS""; ~ n.. ~ ... ~ ~ • \c.,\1C "'t. ~·S .G ~ Q) ., t. • ~ 0 ~ li ~~ ~ cfJ ~ ~0 ~"~ .~'~ ~~ ... z ' ~ ~ ~>;Gt1 :t1Z -n -~~ ~.-0 ~ ::1!( z < $2, 0 -:::fac en <?, % 1... ~ ® 0)> ~' ~ z ...... m~.·-': c t~ "7(. ~ UJZ ..__, Ql ~'><,,('. *~ ~to cot i:! ..,~" ~ ~,... J r-m l> ~ ~~ ~ en ~ 1 r)> U\ &.,~ 1' O;,a mv ~\(. ~ i: ~ 0 ~--~u " . -z m 1-mGi z ~.e." ~ 0 =9 ~ 0 .. ~ ~ .... ~ ....J ~ H a.. U) ~ ~ w > 1-t ~ ~ <I ~ ~ m I.D ...,. I.D It) N I.D IS) ,.... 0"1 .. IS) N . q i:. N • 10 -· .., 3660 l660 1 -t'-0" PRELIMINARY CHECK PRINTS I haVe 1\'JeWed 1he$e Pmli md · ex d- her o 11 tf 3660 3660 3660 t9'-t• ~~~~~~~~~~ Ot<i~ Pmh rood be tei\Jned to Bomavla by_ Jo ovoid major deklys il cornfruclton. o·~· l6oO nso + l6i0 '('.{)" I 3G&O . 31i&O lGGO 3~60 10"-4' 0 t:::l 0 n · .. ' ' ' O!J!JI: ., OODC OO!lC ,-. · ..... .o-.6?: APPROVED SUBJECf TO NOTED EXCEmONS&~ GARFIELD COUNTY BUILDING DEPARTMENT Datej ~D ~i¢L NO INSPF..CTION WITROOT TRESE PLANS ON srn: page of · .. ., I· . rl' ,... t . I .• I .. I t . .,.. I -l ~ --- I -~ I ~t . ~§.4-~z - - -~ -----~ l -~=-oo ~~-- ---·--'1 ~ ' ·J I ~~~ ' I J l I ( •• I t I J I I ~~ . :::,-~ I J ~ I t• -.:; t ... t ~ ..... ~ J .... ~\:(} ~ a• -;:r -i-1 ~ ~~ ~ . A~ ~ •• 4 ~ ~r .. --¥1 ..... ' <.:--~-::;;. t . \)J f .... ~I ~~ , -. ~~ I ~~ I ' ~ 'i'-~' I I --r I I IJ J _,og ~ ~ toe \ I I' I L • -.., - - -..... ~ - - - -~~~ ... tJ -L. R J . i ,1, ~ ~ ~~--'>-I ' . . I -·~ I "it U1 I . I . ' ~~~ -. 1 . .. I : .,1. , 3. I I · .. .-~ :., l -~ I -~ -' I I . ' " .. ;· ... FOUNDATION PLAN !;:=.' Ill 'II ~0 .. c: ~~ II !i -""" ·o bz • ~ 2 lt' .f---••'·1"---il'----l.t'-6. r, I I I I I I I I 11~1 ~ I II I I I I I I I I L--- I I I I I I ... o.ur •• I I I I I I L..J , -. ' •. a~ I I .. I I ;R I I i~ I I ~~ I : ~ I ~ I I I I I I I ~ •. ~ 09/07/2007 14:25 9706256468 I i GRAND RIVER HOSPITAL PAGE 02 S' . ' . Golden Villa Homes, Inc. Foundation Information IlVIPOTANT JINFORlvn.ATION, PLEASE READ! :m.c Foundation Guidelines I . The footer and perimeter walls ore to use measurements from the o.Hoched foundation print. Measuring the home is not n. reliable method for determining foundation size. The contractor should check the attnched print to nny other prinls (such liS engineered prints) to verify both match, prior to beginning foundation. V nrintions from this print, that result in instn.Jlation problems wilt be the responsibility of the contractor or the home buyer. 2. The attached foundation design hos not been engineered to meet specific soil conditions. 3. There are three basic types of foundation designs that the home buyer nnd contractor must be aware of: a. Non-vented and insulated crawlspace-The borne on this foundation would not ha.ve floor insulation, but the found11tion wnlls must be insulated to local code nnd no vents would be installed in the perimeter of the foundation. ]fused this foundation requires that any fuel burning appliances have extenders to draw air from outside the crawlspace. b. V cnted crawlspace-This home must have floor insulation installed at the factory or on site. Vents must be instnlled to manufacturers specifications. c. Non-vented basement-This home must lmve floor insulation if the bnsement is unfinished or no floor insulation ifbnsement is hented. This scenario cnn differ, depending upon State and Local Codes. Buyer must verify what is needed based upon locnl bullding codes. 4. Golden Villa Homes does not make the following connections, unless specifically noted in writing in your home purchD.Se contract Buyer is responsible for U1e following connections. a. Sewer lines under borne. Fnctory stubs drain line through floor only and they must be interconnected. b. Woter lines. Wnter lines ore run to all fixtures. There is one central coMection tbnt must be made. c. Gns lines. The gns lines o.re not present and must be connected to individual applinnces. d. Electrical. Power lines from utility company to interior meter pnnel are the responsibility of others. Wiring is complete from home ftxtures to panel box, except hnrd wire cross over, which must be connected by others . e. Dryer vent connections to exterior of home. f. W nter henter pnn and pop off drains to exterior of home. g. Furnace ond A/C dr11.in lines to sewer or exterior of home. 5. Most Cities and Counties require restroom facilities to be available at o.ll times during construction. Our Contractors have the sllllle requirements. Buyer is responsible to supply restroom facilities from stnrt of construction until construction is complete. 6. TI1e contractor must provide a cra.wlspnce access so setup m11terinls can be removed from under the home. Minimum dimensions are 36"x 30" x 36" net . Exterior access will need to be insulated ns to not effect the U value of Ute horne. lf the contrnctor or customer chooses to use o.n interior cra.wlspnces access, all modifications and finish of the nccess is the responsibility of others, unless specifically noted in writing in the final Home Order. TI1is method could result in additional dirt ond wear in the homes interior. 7. Bonnnvilln Homes and Four Season Homes foundatio n designs show pad supports for the m;miagc line . Golden Villn Homes strongly recommends that n continuous footer nnd pony wall be used in place of posts on crawlspnce foundations. 3. On vemed crawlspaces, the manufncrurer requires a minimum percentage of crowlspace venting . A good rule ofthumb is to instnlll V1 sf of venting for every 25 If of foundation perimeter. Local Building Codes must also be followed. 9 . FOUR SEANSONS HOI\IlES DO NOT l1A VE FLOOR INSULATION FROM THE MANUFACTURER. DONNA V1LLA HOMES OFFERS FLOOR INSULATION FOR HOMES AS AN OPTION. If there is no floor insulation present from the manufacturer of the home and any portion on the foundation is n crawlspace, the crawlspace portion ml!§! be insulnted by the l1ome buyers foundation contractor to meet State, County or City requirements. 10 . The customer or contractor ore required to install a 2 x l 0 treated sill plate. The bolts used to anchor this sill plate must uot be recessed into the plnte. The threads must be cut off at tbe top of the nul 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 oftbe foundation, not townrd the e"-1erior of the fuundution . 11. The Ridge Benm on BoDDaviUa Modnlor Homes is n. 12" laminate benm. The floor joists n.re 2x 10. This results ln a 2.75" height difference thnt must be accounted for ln the center line support constructiou. The laminate beam is notched nt eoch end of the borne, to eliminnte perimeter foundation modification. If pure bas in g n Four Seasons Modular, there is no lteigbt difference between ridge benm nnd floor joists, so the pony wall should be snme height os sill plate or slightly lower. 12. If n crone is to be used, the site must be inspected prior to construction to verify specific placement requirements for the crane nnd the home sections. Unless specifically stated in writing, crone costs are not included in the stnndnrd setup pricing included witb the homes price. \3. Stem wnll height is to be a. minimum of31 Y:" including sill plate, but not including the foorter . Buyer must notify seller if this mensurement ofwnll height exceel;ls 48". 14. Rollover Setup Requirements-TI1ere must be 30" oftbe foundation e.'q)osed in order to roll n home onto n foundation. The pad on the rolling side or sides must be flnt and level . The foundation wall must be backfilled and compacted leaving tbe 30" exposed wnll. TI1e rollover pnd is considered tbe nren extending 22• out from the foundation and the full length ofthe foundatio~ plus 5' for tbe lransport hitches. Acconunodations must be mode for the delivery truck nt the end of the pad site. Grading of site is the responsibility of others. Ramping too steep of nn nppronch will result in serup deln.ys and downtime expenses. lt is preferable to access both sides of lbe foundation for a rollover setup . One sided roll-ons can be done, but greater coordination of delivery o.nd roll-on is required (see figure 1 a. attached). !f30" wu.ll is not exposed, t11e set crew may require a crane to set the home ot the home buyers expense. 15. The transport platfonns must be able to be moved out of the wny, wiU1out impeding other sections to be setup. Generally plntforms ore picked up every 3 to 4 weeks. lf this time frnme is a. problem, please notify Golden ViiJn Homes installation or service department at(970) 245-0741 16 . .AFTERJNSTALLATION OF ROME. When backfilling the crawlspace, there must be a mioimum 2% grnde for 10' to channel water away from the foundation . Bocldill must be at least 4" below crawlspace vents in order to prevent water dmining into the crawlspace. Proper grading is tbe contractor or customers responsibility. The setup installer has the right to refuse to set MY home that appears to not hn.ve adequate drainage on site. 17. Additional Basement Specifications. Foundation venting requirements urc not required for basement foundations, unless required by local building codes . Although exterior access is required for setup equipment removalt n crawlspace access is not required. Bnck.fill can be completed to County specifications as long ns n 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 seLup equipment through interior basement access using portnble ladders, other alTllngements must be made by customer or contractor. Tbe bosement floor must be completed prior to instnllation ortbc home, unless buyer is willing to hire a crnnc for the installnflon. If the event of n day-light basement, the home must be installed from U1e backfilled side of the foundation. [f that is not possible n crone will be required to complete the set of the l1ome. 18. If you purchased a Bonnavilln Modular Horne with a deck. there should be a porch support detail nttilched to this information . Bonno.villn Modular decks require specific support noted on the home print nnd U1e above mentioned detail. If you have o.ny foundntion questions contact Shawn Ruse nt 970-245-9039 x 11. cell970-260- 8809 or e-milH shnwn@goldenvillnhomes .com. lfyou hnvc installation, site inspection o; home installation scheduling questionst contnct Gregg Gowent 970-245-9039 x IS, cell 970-361-1492 or mgg@goldenvillahomes.com. Do not contact your snJes person with foundation questions. (rev 3/l/07) ) NOTICE Updates to Building Codes require Lhe FoiiO\\~ng: 1. Hot Water Heater-Pan Drnin and Pop Off drain lines must not drain into crawlspace or bnsement. Those drain lines must be dro.ined outside building and foundation. 2. H.E.F. Furnaces/Air Conditioners-High Efficiency Furnaces/Air Conditioners require condensation lines to be tied into the homes drain system. There must be an air gap nnd p~trap installed to code under this appliance. Thank You, Golden Villa Homes ,,.,._ , tr:'.a"'~~· .. RAMP ,, RAMP Flo/ and l.411i!l '.J•,.o 3. .... r~~~>M~ or.r~·~~ ~ FounDfiTJOfJ l ~h'V W~LL HITCH END . ., ... ...., , .. .,.A-., RAMP Flo/ and Levol I '' l}.!) .. c l RAMP u:r.c"'tG..,JtJ lr ...... _ JilVIPORT AJ."\11' NOTICE TillS IS A DIRECTIVE FROM THE COLORADO DIVISION OF HOUS1NG TECHNOLOGY & STANDARDS SECTION RELATING TO IRC MODTILAR HOlVIES. WHEN THE MANUFACTURJr,D _HO~(M01)t1LAR HOME HAS A RECESSED ENTRY, PORCH, OR DECK, AND THE FLOOR IN THE RECESSED .4..REA IS CONSTRUCTED OF O:PEN DECKING WEICH IS OVER THE CRAWLSPACE, THE FOLLOWING SHALL APPLY: PROVISIONS SHALL BE MADE FOR THE CONTROL AND DRAINAGE OF SURFACE WATER TO A POll'lT 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 REQU1REl\JIENTS . 1N OJIDER TO PROTECT THE EXISTING FOUNDATION FROM FREEZING, SOU. MUST BE BACICFILLED INSIDE THE PORCH AGAINST THE FOUNDATION. WOOD FOUNDATION WALLS AND WOOD JOISTS OR TBE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18" OR WOOD GmDERS WHEN CLOSER THAN 12" TO THE JL'XPOSED GROUND IN CRAWL SPACES LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATIONSHALL BE OF AN APPROVED SPECIES AND GRADE OF LUJ.\IIBER, PRESSURE TREATRED rn ACCORDANCE WITHAWPACl, C2, C3, C4, C9, C15, C18, C22, C237 C24, C28, C31, C33 Pl, P2 AND P3, OR DECAY RESISTANT HEARTWOOD OF REDWOOD, BLACI( LOCUST, OR CEDARS. IF THE AREA BELOW THE DECIC HAS 18" CLEARANCE FROIVI THE soa, THE AREA SHALL BE ACCESSmLE AND REQUIRES A M1NIMUM 18" BY 24" UNOBSTRUCTED ACCESS OPENING. , Pnge 1 ol l .. Shawn Ruse . ______ .. _, ··-·-.. -·-............ -.h .... .___.-·-...... -...... ·-·---········ ._ .. ,_ -· ... ~·--···- From: Sent: To: Shawn Ruse [shawn@goldenvillahomes .com] Wednesday, December 27, 2006 8:28AM David Mahovsky; Dennis Andrus; Jennifer Bonder Uennifer@goldenvillahomes.com); Mika Ruse (mike@go\denvillahomes .com); 'R ichard Ruse'; 'Jason Mosltalik'; Riclt Points (ricl<@goldenvUiahomes .com); 'Sue Boyce' Cc: 'Kathl Mahovsky' Subject: Open porch units MEMORANDUM 12126/0§ Homes with open slat porches are not to be enclosed with concrete perimeter wal\s, unless lhe contractor has an engineer design a way to drain water that gets Into the crawlspace area. The home portion must stUl be fuUy enctosed with wall. The preferred method Is to Install rooters at required rrost depth, then pour concrata to 4• or a• above finished grade and lnslelllng a deck post mount bracket for a wood post of adequate size to cany toads. The foundation contractor would then Install treated or approved wood posts to support deck. This should give a nicer finished look than concrete columns or block. Th\s Is a preferred method, not a required method. Steps coming off these decks will more than Ukely be wood Instead of concrete 1r Ule preferred method Is used. Shawn Ruse 970-245-07 41 970-245-0871 fax Long ago wlum men cm•scll and bcal Ote ground with slic:la;, it 1uas called wilchcrqjl'. Today it's called golf. bu Wlll Rogers Canrlllenlklllly No Ilea ThiS Dloclnlnlt mailtmnsmlsslon and any accompanylno dCCUJMnts c:onlnln lnform.ollan belonging to the sender which may ba canlldanllal and legally prlvlllldged. This lnrortnallon Is lnlended only for lba use ollhe Individual or 1nllly ID whom lllls electronic malllnlnsmlsslon was sent as Indicated llbOve. II ynu as a 11111 lhe Intended redple11t. any dllii:IDS~ru. CDPVIno, dls\Jbullan or ac:Bon lnken In reliance on the CDlllenls or lhe In forma lion canlaln~:d In lhls lran~>mlsslon Is slrlclly plllhlbUed. If you retelve ltllslr.lnsmlsslon In BmJr, please call co liBel at 97D·i!45.o741 and delele lhls lr.msmlsslon. Thank YDII. 11/2712006 ,;}X ID JoiST5 vNO~ Deck. Ft~uNPiJn!iJ SlU.. pt.A-T~ AlaR 6i.tbll-1d:"mt5i" D£prtl f3o1JJJJ4l. '-f-1 1-\ome.~ UN L Y 1 Po~crl S u ppoP.T_:5~.BJ!YJ £i L 1457EJ2... 0f.SL&J\l AL.t.M1~,1!. Fo!!. Dede' SlflXlr-..,- P1l.LRST~ fdlii'Eg_ 6} f( l..o CC:X T~ID/2... w A-U-a F:" ~~cr.-,~ ~ (;/£.1-pL~T~ Ptl..LA :;-m:.. h::l~:. otcJc. s tJrF• CDNC!RETE. 5T~Il'l WI\-LL R:Jr-. /-lam'<- W~Li../ Pt LLI'IS"'r~ v:-ooiTi...e,_ [huaLi. Cl:to SuppLI~o '~ ,,~r.~TU...:::o b' J+o.,.'l~:-. l N STHLL..l'I'T/ON CJ?s,IJJ BASEMENT CONSTRUCTION Modular Homes MODSM09 0 ~ m t () ~ m 0 c CJJ @J z ~ (j) 0 < CJJ CIJ 0 s z UJ en 0 c 0 ;r :u )> ;:; :E ro p Jil z ~ DJ 0 •• :$ z 0 m s: s: 0 0 en en s: Ol .... co 1\J 0) . BASEMENT BASEMENT SIJPI'CifiTca.tltl.lll •-I Jl-----il J..-liTIIIII'r411. SUPPOIITWI.IJ. • UII..I'CI. T. VN'OfiiWII!IIilt SCALEr NONE BONNAVJLLA 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 MODSMlJ MODULAR FOUNDATlON DETAILS ~11\Xlt.ltn.l SP;.NS FOR tEl ITER FIIIJ JOIST De:J.I TABLE 4.5 ROOF ,\110 FLOOR LOAD WAS IUIIDER tJ/IRRir.Gii VIAUIIDENOTED D'l' 'A'I AOCF UVE LOAD JOJ!SF ~DPSF GOPSF I!IIPSF 1 112' X I:!" l MA:t.5PAN \a·ID' 10'-1" I '·D" l '·S' LVlBEAI.I \ IJIIII.LOAD H.!IU 15,1l7 15.11!1 15.773 PIEJU.DADB FOR COWLIIl51lPPDRTS • t.IAXli.\UI.IRilGEE£.\1.1 SPA/IS IOEIICTi:D OY "B'I tiOTCS! COI'CTRI\CTOR TO VERifY ALL OlMEHSIO~lS PRIOR TO FOUNDATION CONSTRUCT\Otl ~ l17oll' 1:r~· 1~ Ui'.Q" ur~- 3DP6F 12..537 13,552 14,5&7 15,512 \B,51T TABLE 4.6 ~OP81' 13,11111 l•l.DZD l~,JID 17,HD \l,lDD GDPSI' 15.110 16.650 18.010 19,-4110 21,!110 1-na· x 12· LAM 11,51111 1D,lil' 2QJ)Iill 2\.DIIIi 216-IB-BEAM RATED AT DOPSF . 2800 JiJ AHD 2.0 E llH!SE t.OMIS ASSULIE C"PIER fl MIDI'OIIIT FlOOR LOAD OH\.Y ME/IS !PIER DEtiQT!n BY~C1. t.IAX. SPAN • 'C" ' I .1:r~ (FORAU.ROOFUWl!l) 1 trr:x. tl' L\o\.IIEMI OEAM SPANS -'B" • I 111'-0' I 12'~~. I 14'-lr I 11i'-4" I · 111'.00 TABLE 4.7 LDAD PER Pe\-'c-1 'l52S I 4JSII J 5lll5 I &llao I . 6525 ~FOAY/IILL.S PIIR UHE.IIL FEEf ROOF~Lo:.o I :KIPGF I ~OPSt I &DI'SF I IIDPSF MNUU.\Ge WM.L. 1 13711 I 15U _I IDtJ I 2\lll TABLE 4.B EXT'miDR VI~ I 734 I D11 I 811 I 1147 • APPLICABLE TO MAXIMUM UNIT WIDTH OF 29'-0" THE lOADS TABULATED DO NOT ltlct.UOE FOt.Jlii)ATION DEAD LOADS Fl00RLOADSARE4D PSFUVE LOAD 1\ND 10 PSF DEAD LOAD WALL DEAD lOAD IS 5 PSF RODFDEADLOADIS1SPSF BONNAVIUA HOMES IS NOT RESPONSIBLE FOR FOUNDATION DESIGN, FOUNDATION AND PIERS ARE TO BE DESIGNED 'pER lOCAL JURISDICTION REQUIREMENTS BY AN ENGINE~ OR ARCHITECT. WUmtPEIUICD -------------------------------------------, I I I I I C:I!Kler\UIC-;,_ 'A' ~ T I l'IER • r--, r -, r--, II L------...l....__..l-----..l_.. • .L..--J-....L-.-L r-------y--r-------r--,----,--.--...,- 1 I L----'---.J '---.J L..:..-.J 1 1 ~~ I ~T . ~T ~~ ~~ I 1 ~T IIEU£1rnDII " ) 1 I I I I I I I I ____ J ----, D I I I I 1 I J I I I I I D I I I I I t I I I A I . I I I I I I I I L-------------------------------------------------.J I ~----------------------------------------------------~ A Dl!ltRCT\1111 TYPiCAL FOUNDATION PLAN (CRAWL SPACE OR BASEMENT) M\ J DRWG. BY: OM 5/B/98 CHIEF® INDUSTRIES ~=-::~_.;.._ _ __;..;..;;~ ClUUl,BY: HOUSING DIVISION SCAI..E:NONE MODSM15 BASEMENT DETA\LS see Me'THOOS A llifUJ E FOR ANCHORAGE& COI~NECTIONS cemns.ul! &ENA---... CENlCR UNEIIEMI --~ Sll.l PL\1E ;}. •( I 0 (PRESSURE 'TRE:.lEO) ( LUfrt!llllOO! fUlll' GROUTeD t. FII.UOW/1·1:·1 liDRZ.REBAR <4'·1' r.IAX. Vlntl UNGRDUT&D Clll1& AtJII S'-41' 1.11\X. Willi F\ILI.Y ORDI.Jrm 01\m BONNAVlllA HOMES IS NOT RESPONSIBLE FOR. FOUNOAliON DESIGN. FOUNOAllON HID PIERS ~RE lO•BE.DEIDGNED PER LOCAL JURISDICTION REOUI~TS BY AN ENGINEER OR ARCHTTCCT. MAX. WIND SPEED 100 MPH L I 16"MIN '1 SECTION "B·B" CHIEF® INDUSTRIES ....,.oRW,..--.,-G..,.....BY.,.....: .:-DM~ _ __;S/_81..;;..98~ CHI«>. BY: .:.·:,1:----R-E.V_l_S-IO_N_S---t-0-A-:TE-1.~ •· ~ SCALE:NDNE MDDSM1.7 ·t ·~:·...:.... ________ _.__ ....... ____ :-... _____________ --.L. _____ .:_ __ ...... _, HOUSING DIVISION MARR\AGE LlNE SUPPORT ) ,,. .••.• r __/ ST!!B.PLA11! :rsm smt:,....-----1 PIPE COUJI.It~ lonEOUAL). ' CEmiRI.INE BEA/.1 &PAt! lllE'1WEE11 PISlSI PER TAUlES ~.11HRU M ll)Mifl, Jloa"SCAEWS IN'I'O~DEMI (4)• 5IB' Jt ll' AI-CIOR DOLlS BDNNAVILl.A HOMES IS NOT RESPONSIBLE FOR FOUNDATION DESIBN. FOUNDATION AND PIERS ARElO BE OES\GNED PER lOCAl. JURI SO IenON REOUIREMerTS BV AN ENGINEER OR ARCHfTCCT. SECTION "C-C" BASEMENT APPUCATIDN THE CENTERLINE· BEAM SPANS PER TABLES. THIS SHOULD QElliESPECIFlC:TABLES FOR AtLTHREECONAGURAnONS ) ~i( iD PaNV ulA-LL If.! II I). t!, .uu~*'--~-------~ A~\7.4<5S t!Sfi~/tiGS ~ TOP OF FOOT UIC UELO\"t ~OCIIL FROSTUNE!i ,.----e&nBWIIE BEALl SPAI'IIBElWEe~ PIEJIS) PERTI\BI.E!I ~.11HRU4.4 "-. Mu..lun.IIN\ -PRESSURil'mi!AlBI / 3J\l 1i WCIODSttt.lt.IA'T!RIAL ta Ulle. • 9."1(6 • '51L'-pW\.Tt. POLY VAPOR BARRIER SECTION •c.c· CRAWLSPACE 1\PPUCATlON FOOnNGSFER lOCAlJURISOIC'nON REVISIONS ORWG, BY: OM 5/8/98 CHIEF® INDUSTRIES """cH'"""Ko~.e..,.,.,v:...;;;.;;..;___~~ DATI;~ 1-------t--i~ HOUSING DIVISION SCALE:NONE MODSM1B \ ... SHl Plate Connections (Method A, B & C) MAXIMUM WIND SPEED 1 00 MPH (3 SECOND GUSTS) EXPOSURE 'C' INSIDE APPLICATIOil (SEE NOTE} HOlE: EXCEPT AT EliOWALLS A!IIO ALLI\REAS IN WINO :ZONES EXCEEDING 00 MPH SIMPSON MAS (OR EQUIVAlENT) CONNECTORS MAV BE INSTALLED ON INSIDE OF SILL P'LIITE \BOlli SIOEW ALLS) 2·1110 @»SIDE & .J-.100@ lOP HAILS AT EACH MUD SllLAICHOR SIMPSON MAS (OR EQUIVALENT) INTO SILL PLATE,Ii'·D" O.C STARTING@ 12." ~FROM EACH CORNER. • RIMJDIST PRESSURE ~TEO SILlP\J\TE 12" DL\METER FOUNDAilON ANCHOR 1§15'-G" O.C. AND12." MAX. IN FROM EACHCORNER(SEENO'TE3) 1 rnus-. ae t'do~r~Ul 01: SLibl+-rLI( TcJ 11•1'\i.ftl~ • THESE DETAlLS APPLY10 BOTH CRAWLSPACE CONSTRUCTION & BASi5'vi~n CONSTRUCTION. c)#= Fo\li'IOA-Tllll~-f'Joi'" TOt.UAr:zo NOTes FOR NETHODAa&: E.l<.T'~IoR OJ: J='O<J.NDPriOiv l) ROOF PITCH UPT06112. MAll SIDEWALl HE1Glifc 9'.0", MAX. EAVE .. 11i", !) AU. FASTENERS (INCLUDING J\NCHOR BOLTS & WASHERS) ltl CONTACT WITH PRt:SSURE TREATED SILL PI.AlE TO BE G 185 COATEO. • 3) 1\NCHCR BOLTS & WASHERS TO BE GAlVANIUD TOG 105 (Z MI\Xl COATIHG, MIN. MINIMUM EMBEOMENT INTO CONCfETE IS 7" & t.ltN INTO NASOHARY IS 1~. tl) SEE METl-1005 0 llRU F FOR FlOOR TO SU. CONNECTION. ~---RE_V_IS_IO_N_s ___ +O-A-J-iE ~ ORWG. BY:CES 12/09/04 CHIEF® INDUSTRIES '""'c ...... Htrn~.-sv_;;: ~---=-::.:..::.:::..=..:...~ HOUSING DIVISION SCAI.E:NONE MODSM19 . . Joist to Sill Plate Connections (Method D, E & F) TOE-NAil. FLOOR JOIST TO SILL PL.A TE (tWO PER JOISn luD COMMON 13·1lol" NAIL) 2:l60R2xll TREATeD SILL PLATE FOUNOATIONW.Al.L ANCHOR BOLT PER OTHER DETAILS Method 0 WINO DESIGN, \DO MPH 6112 MAX. ROOF SLOPE • 174• MAX, UN\TWIDTH W/1G" MAX. EAVE. 9' MAX.. WALLHElGHT 11115 AllCRNAlE CONNEC110N APPLICABlE TO BIDEWTIU. AND NOT lO ENDWALL CONOffiON. WIND DESIGN,1DQ MPH 6112 WJ(, ROOF SLOPE • THESE DETAILS APPLY TO BOTH CRAWLSPACE CONST~UCTION & BASEMENl CONSTRUCTION. MAX. WINO SPEED 100 MPH NOTES FOR METHOD A, 8 & C: . 1l ROOF PITCH UP TO 6112, MAX. SIDEWALl HEIGHT • !1'·0", MAX. EAVE= 16". 2l AU. FASTENERS fiNCWDING NAILS) IN COHTACT\~ITH PRESSURElREATED SILL PlATE TO BE 0185 COATI:D. 174• W.X. UNITWlOTH Wl 16" MAX. EAVE 9' MAX. WAU.HeiGiiT TOE NAIL RIM TO SILL PU\TE WI 16d~ 1\=;:====:::;t/=!SPF OR BETTER FLOOR JOISTS COMMON NAILS 1§1 a~ O.C. MAX. - / ~C.MM@ 6'-n•ENDZONES} / • L ~2x60R2:lD m~rl-\oO D l ~ 1\il.~ Nol THE. iREAlCDSILL Pl.AlE {=R't:.F~fZ.RW 1¥\tt:n-t-oo ~ ih'fl-Y ' Cl~ct.~~~.'Tt(, !We\ ' 1 c.. ),A6tb'-S Nor IN CL.\J L)'t,O ' N Tlif. '5 Tfl.N A20 OUNDAilOtl WALL MethodE {-/oiY\CC,. ~OST c...-/1 WINO DESIGN, 100 MPH Ati!CHOR BOLT PER OTt!ER DETAilS nus 1\l.TERNATE CONNECTION APPLICABLE TO SIDEWALL AND NOTlO ENDWALL CONDmON. . / 611Z MAX, ROOF SLOPE 17 4" MAX. UNITWUlTH Y/116" MAX. EAVE 9' MAX. WALL HEIGHT 2 'i 10 TREATED S!\J.PLA'TE FOUNDAllON WALL__. ANCHOR BOlT PER OniER DETAII.S PF OR BEnER FlOOR JOISTS Method F ~SALTERNATECONNECTION APPUCABl.E TO SlOEWAI.L AND NOT lO ENDWALLCONDmON • l--.;_..-----t-.-1 : CHIEF® INDUSTRIES CHKD.BY: . REVISIONS DATE ~· ··. . DRWG. BY:CES 12/09/04 1---------t--1 ·· HOUSING DlVISION SCAlE:NONE MODSM20 FOUNDATION DESIGN: GENERAL NOTES GENERAL NOTES: 1. nns FOUNDATION HAS SEEN DESIGNED FOR SITES WllH AN ALLOWABLE SOIL BEJ\RING CAPACITY OF 2000 PSF MINli\IUM . ~. FDUNOAilONS TO BE CmtSTRUCTED ON SOIL WllH A LOWER BEARING CAPACm' SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED E~JGINEERING PRACTICE BY A UCENSED ENGINEER lO LOCAL CONDITIONS f\ND CODES. 3. CONCRETE COMPRESSIVE STRENGTH AT21! DAY510 BE 3000 PSI MINIMUM. 4. REINFORCING STEEL SPeCJFlEDTO Be GRADE 00 BARS MEEllNG ASTM A615, Ali \6 AND A517. 5. FOUNDAliON WAll. MAY BE POURED CONCRETE EIGHT [B) INCHES THICK, REINFORCED Willi #4 ReBAR AT (12) INCHES O.C. VERTICAl. AND #5 REBAR AT 18" O.C. HORIZONTIJ- 6, UNIT COLUMN SUPPORTS FOR CENTERLINE RIDGE BEAMS • REQUIRE ADDmONAL PIER SUPPORTS UNDER CENTERLINE BEAM LOCATIONS PER FLOOR PL»l 7. TI;IESE SP.ECIFlOAllONS ARE lYPICAL LOCAL CODES MAY CONTAIN ADomoNAL REOUIREMENTS. 0. FOUNDATION WALL STEMS MAY BE CONCRETE OR CONCRETE Bl:OCK.. !1. CONCRETE BLOC:ItSHALL COliFORM TO ASTM C.90. 10.1N CONCREtE BLDCKSTEMWAI.l.S A MINIMUM OF (2) ~114 RESARS ARE TO BE INSTAlLED IN BLOCK WTTH MUD SIU. ANCHORS. FULLY GROUT EACH cat. CONTAitiiNG REBIIR. 11. AU.WMBER IN CONTACTWITHCONCRETESHALI.BEOF PREBSURETREAlED 1YPE OR OF SPECIES APPROVED • FOR USE IN DlflECl' CONTI\CTWITH CONCRE're. B1E8.. !FABlCNERS, CONNECTORS OR BEAMS) MUST BEBll'IER ISOLATED FROM /INf CONTACTWillllUMSER CONTAtiiNG COPPER PRESERVATIVES Ofl MUST BE ZINC PlATED iO MEEr G186 COAilNG RATING. 12. THE INBTALLAilON SITE MUST BEGRADSD SOntAT WATER ORAJNAGE IS AWAY FROM STRUCiUREANDDOES NOT ACCUMULATE UNDER 1HE HOME. • 13.BACKFILLAOJACENTTOTHEFDUNDA110NSMALLHOTBE PLACED UN11L THE WALl HAS SUffiCIENT STRENGll-1 OR HAS BEEN BRACED lO PREVENT DAMAGE. 14. MINIMUM FDUNDAilDN VENTILATION REQUIREMENTS: A. 11· X 24• ACCESS CRAWl SPACE UNOER FtOOR ARI:k B. 1-\Q. SOUI\RE FCET OF VENTILATION PER 25 L\NfAL FEET OF FOUNDATION WALL C. COVER VENT OPENINGS WITH CORROS\ON·RESISTANT WIRE MESH NOTLESS THAN liB. NOR l\IORE THAN 112· IN ANY DIRECTION. \5. THIS FOUND/\llON SYSreM IS FOR USE WITH FLOOR SYSTEMS WHICH ARE DESIGNED TO SPAN FROM PERIMETER W.I\L.L TO ~SUPPORTS. 16. DAMP PROOFING OF CONCR.EJE OR MASONRY WALI.S TO BE IN ACCORDIINCE WlTHlCICM. CODES. IN1HEABSCNCE OF CODE REQUIREMENTS, THE FOLlOWING SHAll. APPLY: A. EXTERIOR FOUNDATION WAI.l.9 OF MASONRY CONSTRUCTION eNCLOSING BASEMENTS SHALL BE CAMP PROOFED BY APPLYING NOT LESS THAN 3111• OF PORTU\ND CEMENT PARGING TO 1liE WIUJ-FROM lliE FODilNG TO THE FINISH GRADE. THE PARGING SHP.Ll BE COVERED WITH A. COA.T OF APPROVED Bll\JMINCUS MAlERIALIIPPUED AT 'THE RECOMMENDED RATE. EXTERIOR FDUNDAilOIII WALLS OF CONCRE'tE CONS'TRUCliON ENCLOSING BASEMENTS SHALL BE DAMP PROOFED BY APPLYING A COAT OF APPROVED BITUMINOUS MATERIAL TO 1HE WAU. FROtA THE FOOTING TO THE FINISH GRADE AT lHE RECOMMENDED RATE. GEl~ERAI, NOTES: B. FOUNDATION Wr'li.I.OFHAiliTASLE ROOMS LOCATED BELOW GFIAOE SHM.l. DE WATER PROOFED WITH MEMBRANES exreNDI~IG FROM 1HE EDGE OF THE FOOTING TO THE FINISH GRADE UNE. THE MEMBRANE SHALL CONSIST OF EITHER Z·PLY HOT MOPPED FELT, 6-MIL POL YVINVL CHlORIDE, 55 LB. ROLL ROOFING OR EQUIVALENT MAlERIAI-ll1E Lf\P IN THE MEMBRANE SHAlL BE SEALED AND FIRMLY AFFIXED TO THE WAll. C. FOUNDAllON WAlLS MAY BE 01\MP PROOFED OR WATER PROOFED USING MATERIALS AND MEn!OOS OF CONSTRUCTION OlliERTHAN COVERED 1Nilil6 SECnON'WHEN 1\PPROVED BY THE LOCAl. BUilDING OFFICIAL 17. DRAINS SHALL BE PROVIDED AROUND FOUNDATIONS ENc;~o~~ ~lTABtE OR USEABLE&PACEB LOCAlED eaow GRADEANDWHICHt'\RESUBJECTTO GROUND WATER CONDITIOI'JS. DRAINS SHAlL Be INSTALLED ~T OR BaDW THE AREA lOBE PRDTEClED AND SHALl.. DISCHARGE BY GRAVITY OR MECHANICAL MEANS llfTO AN APPROVED DRAINNlE SVS'TEM. 1 D. THE TOP OF OPEN JOINTS OF DRAIN TJLES SHALL BE PROTECTED wmt STRIPS OF BUil.DING PAPER AND THE DRAINAGE TILES SHALL BE PLACED ON 21NCHES OF WASHED GRAVEl. OR CRUSHED ROCI( ONE SIEVE Sll£ LARGER 1liAN THE TILE JOINT OPENING OR PERFORAllON AND COVERED WITH NOT LESSlHAN li INCHES OF 1HE SAME MATERIAL. 19. TliE DESIGNS ON ililS ANDACCOtJPANYING SHEETS AREAPpUCABLETO SEISMIC ZONa 0,1 AND 2. 2.D.lHIS FOUNDAT\ON DESIGN IS NOT FOR INSTALLAilON OH A FlOOD PlAIN. WHEN INSTAWHO CRAWL SPACE OR BASEMSNT IN AN AREA Willi aOLS HAVING POOR DRAINAGE. CONSIDERATION SHOULD BE Gl\IEIII TO METHODS OF ELIMINATINGACCUMULATlON OF WATER IN lHE CRAWL SPACe DR BAsa-1EN'tS, SUCH AS lliE USE OF SUMP PUMP(S). INBTAl.LAllON OF SUMP PUMPS TO BE IN ACCORDANCE WllH lOCAl CODE REQUIREMENTB. 1-----R-EVI_S_IO_N_S--+D-A-:t'-E;fff(s DRWG.SY:CES 01n9/04 ClllEF® INDUSTRIES 1-=:CHKD~. B:::':"Y:----~-'-1 HOUSING DIVISION SCALE:NONE MODSM2.1 Factory Prints - I :co o:C C:rr~ Vl-., z CJ-:z: 0 oC:: -U> <-t ~;::o o-zrrl Ul ..., :::1: ;x ~ ~ ~ aJ ~ aJ z 0 z ~ ~ ,,.., ! HOlE: I ~ I ~ ~ ~-! __.___.___,. g I -rJ I I frutiDAliON, FOOUHGS, MID/fll. PIERS ARE 10 I[ IGCifD DY All £HG/Hffll OR NlOUTECI JO IH£ flll.OWNG UWJING llilTERA: rum • ~o PSF LL, 10 n o.L WML " IS FlF D.L R()(f • ~0 PSf LL, 15 PSf D.L 8l4 Plf EXI[RlOR WAllS I 1560 Plf UAI!JliMi£ WAU. IIWUS Ul A£RS 1/jQC.\1[ Pllll CAP,OlY II fo.NlS POl SWAIE fOOJ (P.sJ.j UTILITY DIMENSION ORIGIN "X" ~~ ' ! ___ _ ,__:....._---~=-=-=::-:-:=":"::":":"::-----·--, UTILITY DROP LOCATIONS I l$l'l ! UTIUTY '' )(" "'('. I~OTES ! .F.M~E~~~c~Tru~c~A7t.+-~~-+--~--r-----~~~---1 1 :~:::~ :~ -----I ! A I WATER ' ! I f ~.~!~G~A~S~~------+-----~,~----------------~ BASEMENT/CRAWLSPACE = L5193 I 1liE MIHIMU11 lifT ARfA OF VEimLAnal a>DIINGS fOR ! UNDER ·FL<XlR VOOILATIOO SHALL I1EET lHE MINIMIR1 RfOOIRfMEIITS I OF THE 2003 IRC OR LOCAL REOOIRfMfNTS IF m!!E STRINGENT ' . I • J. j 8" CIINCR£1£ (Bll:.POUR£D~.L,...._--_-__ -__ -_--_-HJ ~ . .-_--_----_____...-~--~--..__---~---r----- .-,._,. m coon « QOQI • -----------1--- j I ----------------:r I AT TllE TIME OF TillS fOOHDATia.l DESIGN, TlUS ltttE ltAS OOT m BEfN f\ll.lT BIGIHEERED. CUIEF INDU5T1!lfS, lniSING DIVISUJI RESERVES Tll£ RlGIIT TO MA~E /IHr tiECfSSAR'I' AD.AJS1MfHTS TO TltE INFORMATOI WITAINED oo nns DP.AWING AS Tllrs I l!a'lf'S DESIGN 15 flflHG atiPI.fTED. COUNTY OF GARFIELD -BUILDING DEPARTMENT CORR ECTI:ON N O T I CE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at /186:3 ¢iJ EBo Permit No. /o b ¥/ I have this day inspected this structure and these premi es and found the foil rections needed: • ~~:::~····~ ~=?LaZ ~m ~all for Re-lnseection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspectlon 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 S-/IJ ~ Building Inspector n= , Phone(970)945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTI CE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Permit No. ____________________________________ _ I have this day inspected this structure and these premises and found the following corrections needed: g Call for Re-lns pectlon 0 $50.00 Re-lnspectlon Fee must be paid prior to Re-tnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have bee n m ade, call for Inspection at 970-384-5003. Date ~ ... 1'(-t:l~ 20 __ ,........,. __ Building Inspector -~~~~;;..?l~~~~~~2~~~!2~e~~:::::===---- Phone (970) 945-8212 COUNTY OF GARFIELD .. BUILDING DEPARTMENT CORRE CTION NOTI C E 108 8th St., Suite 201 Glenwood Springs, Colorado Phone(970)945-8212 Job located at 1/563 M_ 3'~ Permit No. /tJ~ sl/ 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 3 -7 20 (!)__%___ Building Inspector _ ___._l{.~.;,oJ:.w~"""'d"""'0/.~c:ww....-7Ji__,:.....L...!o_~~~:;..::..· ""'------ Phone (970) 945-8212 No. ---J\~OG.-._L\....t..L\ __ _ Assessor's Parcel No.2Jl}•\b4 .. CD-QlE:, Date Q-l-ztDJ.- BUILDING PERMIT CARD Job Address l\ &6'3 Ct ~IP-\?.t r-te Owner L\J el\.S-j)ebro ContractorG~cl en ') u \Q 'flOVvtc:s Address l\&6J>cr'3).0· t\f E, Phone# fJS .. 2,~2., Address iMlS \.\t.JJ'l t ~~-G.:!" Phone# d.4S..QC,~q Setbacks~ Fropt Rear RH ____ LH ____ Zoning ----\fC. YQ.cl<.9etj DU\Lt \iil9~ ~t) '\lY\Fl ~~TIONS Soils Tes} , Weatherproofing _________ _ Footing0-'14 -'D 1 fJi\& Mechanicat ____ ~r-'7'""---=------- Foundatlon 10·21~1 1 ~l( Electrical Rough (State) 00?-z:;> ...... o $' Grout Electrj,Qal Final (State>-------........--.-- Underground Plumbing n .... a1-o1 Aful'i Finalxtl-DS' /Checklist Completed? ~ Rough Plumbing Certificate Occupancy# _S.._"f~--:Lf+-3.-<:------:----- Framing Date :'ii~ 1! ae' ~~~:~~:" Septic Sys~~~. # ~o:i Drywall ~ Ftnal ~, -~' Gas Piping .3-7-C& WfVC Other ------'"".J..Cli~L...........:::.......:;.;:~.:;q.,_~~ I \~j /;;. : 0Cl.A ~-~OTES t!AI!T /,.~, f'J. \..., I' ~ C.£1{/, ;3 ;z. 77tJ "~~-~~At ~ ~~:.# ~q7-~itt .. j ' ~ C.l\ _ ~ ~ d.lvM ~A -~A _ LL (continue on back) ~~v..a,.o. ~ ~I l "\ "' l ) I ( i I i ) .\ .... "\' ~ ; l '., t ~ l I I i \ l ... ~ ~ l i . J • j ' ! . ' I I • ~ i : l •• , ; 1 ! ; .,:~tH3i!:, ·!II, ,:ltdjt,ll. iJ. MANUFACTURED AND FACTORY BUILT(IRC) BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued.9.:/.3.:}. ..... Zoned Area. .............................. Pennit No./{){,1::/.../ .. . AGREEMENT In consideration of the issuance of this permit the applicant hereby agrees to comply with aU laws 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 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 l~ Fo(foey butltc= hOMe OV\ p1J~Jn l)\) bct!:eiMPvrl- Address or Legal Description Uli63 Cf 3~()-R\~ I e Owner tyt:JJsl () ebi(J Contractor aofdtJn lJ11/o JztJW1e5 INSPECTION RECORD Footing: i0 ··~4-o1 ~ UFM. oK Foundation or Blocking: /D J?,.ttr..c-1. f6~ Driveway: Gas Piping : 3 -1..J [) S /I , . v,,. ,' Septic Final : ~/ I r'L t Final: Notes: ~z.- SDowload 1tJ lbs ~-~~ /()()t)e{C/f Serial ##of Uuit: () $-nJ 315:/:z {, TIDS PERMIT IS NOT TRANSFERABLE Phone 384-5003 I 08 8th Street, Suite 40 I. County Courthouse Plaza Glenwood Springs, Colorado DO NOT nESTROY THIS CARD APPROVED Date ~/'3-+ By FS/\l{ ... (IF PLACED OUTSIDE, COVER WITH CLEAR PLASTIC) Pa { )etail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessorffreasurer Property Search I .8-s!!~s sor Subset Query I Assessor Sales SearcJJ. Clerk & Recor_q~_r_Re ception Search Basic Building__Char acte ri stics I Tax Information Parcel Detail I Value Detail I Sales De tail I Residenti al/Com merc ial ImP-rovement Detail Land Detail I Ph o tog raphs I Tax Area II Account Number II Parcel Number II Mill Levy I I 024 II R024168 II 217716400016 II 44.867 I Owner Name and Mailing Address jL YELLS, DEBRA A I j11863 COUNTY ROAD 320 I jRIFLE, CO 81650 I Legal Description jSECT,TWN,RNG:16-6-93 DESC: TR IN jTHE Wl/2SWSE & El/2SESW BK:0458 jPG:0332 BK: 1376 PG:469 RECPT:608556 IBK: 1376 PG:468 RECPT:608555 Location Physical Address: lj11863 320 COUNTY RD RIFLE I Subdivision: I Land Acres: 110.68 Land Sq Ft: 1129,620 Section II Township II Range 16 II 6 II 93 Property Tax Valuation Information ll ll ll II http://www .garcoact.com/assessor/Parcel.asp? AccountN umber=R024168 8/10/2007 Parcel Detail ' I . . • ' I Actual Value II Assessed Value I I Land: 82,oooJI I Improvements: 84,59oJI I Total: t66,59oll IFI ! ======S=a=le=D=a=te=l: I . . Sale Price: I Basic Building Characteristics Number of Residential It Buildings: Number of Commllnd lo Buildings: Residential Building Occurrence 1 Characteristics TOTAL HEATED AREA: 11624 ABSTRACT CODE·IISINGLE FAM.RES-• IMPROVEMTS ARCIDTECTURAL STYLE: II I -STRY/BSM EXTERIOR WALL: IIA VERAGE ROOF COVER: llcoMP SHNGL ROOF STRUCTURE: IIGABLE INTERIOR WALL: IIDRYW ALL FLOOR: IJSHT VINYL FLOOR: JlcARPET HEATING FUEL: IlGAS HEATING TYPE: IIFORCED AIR STORIES: llsTORIES 1.0 BATHS: lit ROOMS: 114 UNITS: lit BEDROOMS: lit YEAR BIDLT: Jlt929 Tax Information 6,530J 6,7301 t3,26ol I I I II Tax Year II Transaction Type II Amount j IL..___2_00_6 _ ___.IL...I __ T_ax_P_a"""'ym_en_t:_Wh_o_le _ ____,~ll ($456.76)j http://www .garcoact.cornlassessor/Parcel.asp? AccountNumber=R024168 Page 2 of3 8/10/2007 Parcel Detail 2006 II Tax Amount $456.761 2005 II Tax Payment: Whole ($458.90)1 2005 II Tax Amount $458.901 2004 Tax Payment: Whole ($482.66)1 2004 Tax Amount $482.661 2003 Interest Pa~ment I ($16.10)1 2003 Interest Charge $16.101 2003 Tax Payment: Whole ($536.60)1 2003 Tax Payment: Whole $536.601 2003 Tax Payment: Whole ($536.60)1 2003 Tax Amount $536.601 2002 Tax Payment: Whole ($566.92)1 2002 Tax Amount $566.921 2001 Tax Payment: Whole ($579.42)1 2001 Tax Amount I $579.421 2000 Interest Payment ($4.81)1 2000 Interest Charge $4.811 2000 Tax Payment: Whole ($480.82)1 2000 Tax Amount $480.821 1999 Tax Payment: Whole ($482.10)1 1999 II Tax Amount $482.101 T.Qp..9J P..ng~ Assessor Database Search Options I Treasurer Database Search Options Clerk & Recqr..9er Q~Jilba~ _Sea.r~h OptiQJl.li Garfield County Home Page Page 3 of3 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 infonnation herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www. garcoact.com/assessor/Parcel.asp? AccountNumber=R024168 8/10/2007