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Application - Permit
Garfield County No. I /o 7 32 Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: Locality: Use of Building: Owner: Contractor: Amount of Permit: IRC factory fee Total -cr 303, Parachute Martin Subdivision· Exemption, Tract AI 2407-201-00-180 $530.06 $550.00 $1,080.06 IRC factory built home on crawl space Cook, Gerald Owner Date: Clerk: I No. --+-/ fJ__.1:...=:..J_,__{ _ ·-Lg.g~~~~~~----AddresscXb~ lf.-!:··Mti}/lhon~; • 65-?obS ~~"'--'-'"-=-~---~----Address ~ M ~ Phone# ___ _ Setbacks: Front Rear ____ RH, ____ LH ____ Zoning ___ _ .::C /(C.. ~ ~ ~ 6')A..; INSPECTIONS Soils Test ~ ~R Weatherproofing __________ _ Footing 1/-21-o 7 ~ (..(7'JU/)L-Mechanical ___________ _ Foundation II-Z.$'-07 A2-m + Electrical Rough (State) -...c--r.--::'-TI-'*"'r---- Grout Electri~fir:JI!I (State) JO-\\ -0'6 ~ Underground Plumbing Final pau-0(5 /Checklist ComP.~etediJ f0M.:= Rough Plu!JJbii!g 1-1 lo ~o;-tl-b( Certificate Occupancy# .,.,lf>(.L_q._,IQL.J.lf_~--- Framing ..P-ZO-o&' ,(}rvt.__"F~ ~-"'--Date ISSued Gz·ct·QO Insulation 6-::Zb ~~/E?z!L ·~ Septic System # ~"f~g<t Roofing Date ~7§2 Drywall Final /1-.--07 tGry\. Gas Piping I-I{, '0 ~ a-"" k.. Other --------,------- cf ~~~~ 6K ~~(5 £lfvt NOTES ~ g_6G~t\ tr)'b-N'\?\'$~ \~flO~~\ (continue on back) GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8"' Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003 www.garfield-county.com Autboritv. This appUcation for aBuilding Permit nwst be signed by the Owner of the property, described above, or an authorized agent If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with !his Application. Legal A!?!?!!f!" · A Building Permit cannot be issued without proof of legal and adequate access to the -property for puiPI>SI'S of inspections by the Building Department Other Permits. Multiple separate permits ma:y be required: (I) State Electrical Permit, (2) Comity ISDS Pennit,. (3) another permit required for use on the property identified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge Permit Void Pennit. A Building Permit becomes null and void if the wmk authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after-commencement CERTIFICATION ;1 hereby certify that I have read this Application and that the information contained above i<> true and correct. I understand !hat the Building Department ac<:epts the Application, along with the plans and specifications and other data submitted by me or on my bebalf(submittals), based npon my certification as to accuracy. Assuming completeness of the submittals and approval oflhis Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structin'e(s) and facilities detailed on the submittals reviewed by the Building Department In consideration of the issuance of the Building Pennit, I agree that I and my agents will comply with provisions of any fedeml, state or local law regulating the work and the Garfield County Building Code, JSDS regUlations and applicable land use regulations (County Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, construction or use of the structure(s) and tH,cility(ies). described above, are not in compliance wilh County Regu)ation(s) or any olher applicable law. I hereby grant permission to the Bmlding Dqmrtment to enter the property, described above, to inspect the wOJk.. I :furlher acknowledge that the issuance oftbe Building Permit does not prevent the Building Official from; (1) requiring the correction: of errors in tbe submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or filcility(ies) ifsncb is in violation of County Regulation(s) or any other-applicable law. Review of this Application, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors., omissions or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federnl. state and local laws and Cowrty Regulations rest with me and my authorized agents, including without limitation my arohl'tect designer, engineer amlf or builder. I HEREBY ACKNOWLEDGE THAT I 1-IA VE READ AND UNDERSTAND TilE NOTICE & CERTIFICATION ABOVE: STAFF USE ONLY 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 and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, 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, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all me and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 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. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL AC.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 occupancy, use and the issuance of a C. 0. for the building identified in the Building Permit. OWNERS SIGNATURE DATE Bapplicationseptember2007 VALUATION FEE DETERMINATION Applicant Address Date Cook Subdivision -"c'=R.:::3"'o"""3-------'-------Lo11Block ..:1.:::0/.::;30"'/"'.20"'0'-'7--'-________ Contractor Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Valuation Garage: Valuation Crawl Space Valuation Decks/ Patios Covered Open Valuation Type of Construction: Occupancy: Valuation Total Valuation sf sf sf sf X $74.68 0 sf sf X $41.00 sf X $33.68 sf X $18.00 2204 sf X $9.00 Commercial sf X $24.00 sf X $12.00 sf X sf X sf X sf X sf X sf X 'ijt;~ ;;-\7&. tXe\"'(?±'o r- Owner 0.00 0.00 0.00 19,836.00 0.00 0.00 19,836.00 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 pennit it is important that complete information be provided. When reviewing a plan and it's discovered that required infonnation 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 proceed. 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 documentto 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 1. 2. 3. 4. 5. 6. 7. 8. Is a site plan included that identifies the location ofthe 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 ofthe building envelope as it is shown on the fin~al !at with the proposed structure located within the envelope. Yes -+.-/---- 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~ 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 comer lot. Special setbacks do apply. ~dfl· ~ 1'(~-r},e;-,e, .r:s No F /ltl)' &iMr lovdcli rw; .5 cJ11V pnf?ry;17 -;Xe__ !f.orTle-£5 (A.;/ if, J/)1../ pr1Pper svl-h~ 1 jlN;-:?~rf.-tD Does the site plan indicate the location and direction of the County or private road accessing the l/1//!f.s property\; Y es._--,9-f!'-""-~- 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 0--~ 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 acct1j)ted without it. Yes ~· No ______ _ Will thi~ the only residential structure on the parcel? Yes !JS-No Ifno-Explain: ______ _ Have two :2) complete sets of construction drawings been submitted with the application? Y es._-\?bAt.:>...-- 2 9. 10. 11. 12. 13. 14. 15. 16. 17. For the placement of a manufactured home, have the following been specified? The size of the 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 · Have you designed or had this plan designed while considering building and other construction code requirements? Yes ~ Do you~omply with all zoning rules and regulations in the County related to your zone district? Yes 6L----No __________ __ Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes ci'--= No · Do you understand that approval for design and/or construction changes are required prior to the application 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 "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes rJ-=----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 7:30a.m. and 3:30p.m. Monday through Friday. Inspections are to be called in to 384- 5003. ci= Yes _ No ----------- 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 C!\ No __________ _ 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? r1'-.. Yes ~/ '- 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 St<ite 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 orrefer 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 d=-' 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 perplit application? Your attention in this is appreciated. Yes pi;-· 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 &f== 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 ~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 Permit (or evidence of an exe;z:n) 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 issuance of a building permit that you will be required to obtain a grading permit? Yes rf'- 4 I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the pennit 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 GARFIELD COUNTY BUILDING and PLANNING MANUFACTURED HOMES Installation requirements within Garfield County 1.) A fuel gas pipeline pressure test is required by the installer and the test is required to be witnessed and approved by the Garfield County Building Inspector. Test must be a minimum pressure of 10 psi and show no appreciable drop within 15 minutes. A gauge capable of indicating pressures no higher than 60 psi shall be used in the test. 2.) All stairs serving the unit are to comply with the IRC and IBC for rise, run, handrails and guardrails. 3.) All decks and porches which are more than 30 inches above grade are required to have guardrail complying with Section R312 with a minimum height of 36 inches. Guardrail shall have intermediate rails or an ornamental pattern such that a sphere 4 inches in diameter cannot pass through. Section R312.2. 4.) If manufactured home is placed on a basement foundation, the foundation and the basement shall comply with requirements of the IRC including but not limited to: (a) Installation of smoke detectors in the basement and in the manufactured home. Section R313. (b) Installation of escape or rescue windows. Section R31 0. (c) Providing oflight, ventilation and sanitation. Section R303. (d) Providing of minimum room dimensions. Section R304. (e) Protection of insulating materials for flame spread requirements. Section R314. (f) Forming and placing of concrete for foundation and floor slab. Chapter 4 IRC. (g) The inspection of all framing as required under the IRC. (h) The inspection of all plumbing as required under the IRC and IPC. 5.) L.P.G. (Liquefied Petroleum Gas). Appliances burning L.P.G. shall not be installed in a pit, basement or similar location where heavier-than air gases may collect UNLESS such location is provided with AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. The policy in Garfield County is as follows: (a) An untrapped drain with a minimum diameter of 4 inches located in the lowest area where heavier than-air vapors may collect is to run with a CONTINO US slope to an exterior area which is not within a depression or · recessed below adjacent terrain. (b) The area of termination is to be determined by the Building Inspector as likely to remain free of standing water, ice and other debris that may prevent the flow and dissipation of unburned gas. (c) The upper inlet and termination of the drains to be provided with protection from the entry of debris animals which may cause blockage of the drain. This protection is to be approved by the Building Inspector. 6.) A FINAL INSPECTION OF THE PLACEMENT, BLOCKING, TIE- DOWNS, SKIRTING, GRADING and COMPLIANCE WITH ABOVE ITEMS IS REQURIED and APPROVAL GIVEN BY THE BUILDING DEPARTMENT PRIOR TO OCCUPANCY OF THE MANUFACTURED HOME OR OCCUPANCY OF THE BASEMENT. 7.) The Garfield County Zoning Resolution of 1978 with Amendments through December 9, 1997, has been amended to read as follows: 2.02.07(1) Building-Conventional and Manufactured: A building constructed or erected on the lot or building site or a factory and built to meet the "International Residential Code", the "Uniform Building Code" or the "National Manufactured Housing Construction and Safety Standards Act of 1974", has a minimum dimension of twenty (20) feet wide and twenty (20) feet long and meets the local building code requirements for wind speed of 90 mph; anchoring requirements in accordance with installation standards based on the minimum basic wind speeds in miles per hour specified in the IRC & IBC: and meets or exceeds the snow load requirements adopted by Garfield County ***(Garfield County requires 40# per square foot up to 7,000 ft. in elevation and certification from the factorv is required that ties the snow load to the Manufactured Home's Serial Number). Any building meeting these criteria is defined as a single family dwelling and allowed in any zone district that allows a single-family dwelling. 8.) All work must comply and be inspected by the State of Colorado Division of Housing. Mfginstallreq0ct2004 ***NOTE: A BUILDING PERMIT WILL NOT BE ISSUED UNTIL WE RECEIVE THE CERTIFICATE. GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, IMC, IPC, Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof}: 40PSF up to 7000ft. elevation. Seismic design category: B SOPSF 7001 to 8000ft. 7 SPSF 8001 to 9000ft. 1 OOPSF 9001 to 1 OOOOft. Weathering probability for concrete: Severe Termite infestation probability: None to slight Wind speed: 90mph Decay probability: None to slight Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft. elevation. Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by Building Official. Ice shield under-layment required. Mean Annual temp.: Variable Insulation: Maximum glazing U factor: 0.50 Minimum R-Values: • Ceilings/roofs R values are: R-30 stick built structures. R-38 log construction and steel rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. • Floors R-values are R-19. • • • Basement wall R-values are R-10 be!'ow grade, R-19 above grade. Slab perimeter R-value and depth is R- 10/36in. Crawl space wall R-values are R-10 below grade and R-19 above grade If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R -19 insulation. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. Ill • 1111 • u ' i / L,-(" . ' ' ' / <3er;er¢/ A?egv/r-en?enfr All rebf71-..,/Ja/1 6e /0or ~J 30 /:;dr d/c;. m''n. ,-1// can 'lies rC'gtt;';-/'~51 ;-e!:;c;;-sAd!/ .be... ::JI-t:>'lf~c/, In SJ.?U f/ons c11-e t-eCfo. u/;-e ~ -/2,. relJct;-;l-, T"oor'M~;, cmd ?o;-hl:'6c;r 1r; wC/1/5 i>elb;-e f 1 grou"hn:J' l_ II · j Mln. 1/e;-l/co/ nMI-r-efrtll'rt'J c!r c1// 'orneJ-J /YI..... • \k =::::!! -rs C/'ld eC/cA r;-/d(!! ,f c:tl/ Oj),.1?1.,1 s. 3 1" L--------' _i_ 8ont:/ .6ec;~ ctr;c/ gr,o1.d/nc; o·f'ye;-f/cq' / ---;rt,'r,.-1:¢ --,..; CCI//I'fi.-;S IS I' U/1!.//.;.t't:/ cf-;' /'n('/X, IJe;j;Af cf' 8' erne! ~led'h~~h mL!.tf ,6~ J>rDv///ed It, t:l,. 6 "ffM., (;) f' ¥edic4 I t'Q v/ f/e.t rode J j-ovi-C' ). Yer-1/cq/ cc;t/1/eJ /'!l~j' ,6~ sn vfed cd mc;x, (:>.,c +I onc/l?o c/~4nouf.s dl-e ;-e $ t..n!-e t/. ;Sancl6~rJ~r~.5 c(~~l!' 1-ef6ut'Nc/ c~} l7 ,ot tovnJ~Ao/J; t(n~ ctl a I< ..rJooi-S dnc/ ce;/11?Jf· 4// ~~/J;.ny OJ,'/,4 4'J?':f done11 .. >>on ove;· Z4 .d/.5'o 1-eg~/J·e. Q' O~:>nd ,5et:tM 19.xle17d/n_;; rl M/n. o..f' 24''c:ac.l-; s/de. or cye)?IY)J I q -Sond c~nd Mc.IB5 (i:JnSfr(..ld/on !??t.!.d COI?fot:m rc Ncd/onal j?~,set//"Ch /3oarq' ~~f?.Or'f "'"304-+ f"" t;) ·.!?Mt:/ dl?d /?e,?'orf' # /VRS-/(;,2 ,Co,.. McZES. C''7'!'<::-.s .,.,L' ~!!.><!' ,...~,oo;-h .::71-C: C1V41/CI61e d~ ,tf.tr:, (c. Qirl'fy· llv/ldt;,..J v/n's/on. U!J' f(Ll fRCU [A'I( 10 1' -o· fROU INT[RIOO WAtt GRADE A fiBERC!ASS SII!NGLES O'I(R I PIECE UNOERLAl\IENI (UP ENIIR( ROOf) 1IIOR2X6 SIDEWAll SIUOS L 1/2" Gll'SUU CWNG BOARD (16' D.C.) W/ l/6' PR( -fiNISH£0 SH[( !ROCK (2 X 6 WAll SIIOWN) I X6 BOIIOU Ptr --l/6' PRE -fiNI$11(0 SliEE !ROCK grade " ' ..... I Jf<" PARfiCLE BOARD DECKING ' a· /])2x• RtbC( PtAl(S 1 X l SIUOS (16' D.C.) ---t I W/ l/8' PRHIIIISHfO SII[(!ROCK UA liNG WALL SINGlE I!J' AND BOIIOU PLAIES 1 X 6 fLOOR .IllS! " " " " "' ~ a· ~ CONGR(!E " ~ -~ COHCREl[ BLOCK " BLOCK " " ~ " PIER " ~ PIER " " " " 0 " SCREW AUC(RS " ' "' "' ,.,. .,, (6" UIN. OIA.) . 'u '" "' '" (tJ"' ~r:dlwltlto) ,, -SI.( Ol!A!l C UErAl II[ OO!o\1 SIRAPS Concrete: CROSS SECTION Footings Around the perimeter, 8" 1 6" with 2 # 4 Re-Bar Cont. 8"x24" Under each steel frame, and center, with 2#4's Optional: Pads of 24"x24''x8", with 2 # 4's each way, at 8' on center, Under each steel frame. · Anchors are required at each end, of each steel frame, TotalS " " " " " " " " " "' u' '" '" fURHAC( ROC( 'tt.Nf ~-W/flASJUNG SADDt( (AGA APPRO'ItD) SUPPORI SIANO 2X40R2X6 SID[ WAlL S IUDS (16" Ot) W/ J/6" I'R( -mnSII(O Sll([ IROCX (2 X < WAll SilO"") " " " " " " " " " " " '" 'u "' "' SEE OWl A l LA'I'[R R-11 8Aif[H INSUlA ftC (R-19 OPII!ll) grade · The.Perimeter, can be of Concrete, Masonry Blocks, · or wood frame, any wood in contact with earth or concrete must be of pressure treated material. 8 ... CONC, 1/2" XlO" Anchor Bolts 6' centers, Pressure Treated or Red Wood... . _2 i!l each board, & 1' from ... -ach end ~~/ ·_--------.---.,... f'c= .3000. psi, Fy= 40000. psi ~ #4 @ 18." Vert @ CL -..,..-------+-,4 , E::;r...li';f~U..:.~J:.."-±!:--+---l--- #4 @ 18." Horiz. , .. , 111 2-#4 top and bot tom of woll , 2 Re-Bars Above and Below All Openings ...... , ~. '•'·'·-· · ' ' DamproofBelow Grade . -. ' a"· V/ Iff!.. 1 f II t ,.., f, ' f ' t - 't I i . ,- . 4" (Q . I r-... 0 I co BOND BREAKER Minimum, 4" CONC. SLAB r.l /I ' /' /-' ,..,-ALTERN ATE DIRECTION OF LEGS I . . #4 HORIZ. AS / / , I '· · ·• , r Drain Pipe to Daylight Garfield County . B:Jsic Foundation Wall Design Same pattern Re-Bar 8' Or 4' Dec. 1,1996 PLAN REVIEW CHECKLIST Applicant L-ao )L Building ~ngineered Foundation ~Driveway Permit t/' Surveyed Site Plan Gx <.U/L. ·j-s-o 1 ~Septic Permit and Setbacks _LGraderfopography 30% ~ttach Residential Plan Review List · ~Minimum Application Questionnaire _£subdivision Plat Notes ~Fire Department Review _L Valuation Determination/Fees _JRed Line Plans/Stamps/Sticker ~Attach Conditions ~pplication Signed ____tLPlan Reviewer To Sign Application _Jarcel/Schedule No. J,L_ 40# Snow load Letter-Manf. Hms. t./' Soils Report GENERAL NOTES: Planning/Zoning _LProperty Line Setbacks V 30ft Stream Setbacks VFlood Plain VEuilding Height t../Zoning Sign-off L/"Road Impact Fees VHOA/DRC Approval _Jraderfopography 40% V Plannin[S Issues .t.L-subdivision Plat Notes OCT-17-?00?(UEO) 11:43 GOLDEN U!LLR HOMES ... / ·~· B<>-NNA ILLAO ~@SING DIVISION OF CHIEF INilUSTRIES RO.Bcm127 111 Grantst. Aurora, Ntbrallkii68818-012T Phono402 •• !i2SII Octoblll' 1111'. 200i Mr. Shawn Ruse Golden Villa Homes 2475 Hwy 6 & SO GrandJuncricm. CO. 81SO:J-JJOi RE: JIOH1IllViiJa® MfJdular Home F/()f)r Plan: SIJ#9807MD Customer. COOK Dear SllllWn: (FRX)1970?455475 This lettel" is to confirm tire design r:trlrerla for tlu: abave referenced model and customer. The building codes to be useJ in tf1e rli!Sign and construCtion include: :ZOO$ International Bllilding Code 2f103 lntel'llotional Plumbing Code 2003 Intemational Residential Code 2003 International Energy Consr:rvati011 Code 2003 International Mecllonir:al Code 1005 National F.let:trit:al Code 2003 Inrernatio11ol FueliGos Code In as much. rhe home itself will be designed and constructed to tl1e following Cl'iteria: Floor live toad: 40 p:if Roof live load: 40 p.if Wind loading: 90 mp/1. Exposure C (l.<ec. gu.<t) Hearing dtfgrec day: 564 f Winter design tempt!l'rllllre: ,. Seismic ?.nne: DJ Roofpitclz: 6:12 P_ 001/00P OULUtN YlLLH nu~t~ This home wifl be con.~tructed as requirod by tilt: Stat<; <l/ C<llotud<l, Division of Housing's Modular Housing Act (Resolution 10. 34 and Rule 1) and tl1e Nebraska Public Seniice Commission. Division of Housing's Modular Housing JWJes and Regulations. The approval of desip will be pt:tformed by bQth rJgencies. The actual inspection qftl1e home will be completed by tlu: Nebraska Public Servit:e Commili$ion as par wrltren agreement ofrecipi'Ocity with the CPlorado Divis ton q{HOU$ing. Evidence of compliance will be a Nebraska label in the livi11g roam window of the home. One · Ct~Wrado compliance labef (nferl'l!d to as "FB"label$) will be found undl!t' we kitdlen sink in tJ base cabinet. One arldilio111ll label Will be located in coch addititn~Q:/ "module" in eithl!t' a wardrobe. vonity or head 1;/lbinet. 111e home will also haw a "l)ato PkJI~t" thfle WiU idenlifY specific desigll tlriteria of the home. This daf(l pifzte fiJ -~ loeated in a Wtll'drt:lbe near the WtWilr l1etzter, in a washeJ"Idi'J'BI' head tP~binet or on the electritP11 po11el boarJ tl(J()r. If you should have any addititma! questions. please feel frt!e to t:rJIIIaa Ehiuiftr:e. Thank;vo11. lJP/bs Simwely. /Job Pllillip!l, Duector of Engineering Donna Villa llornes ~. uuauu~ Bill To: Garfield County Road and Bridge Department P.O. Box426 Rifle, CO 81650 Phone-{970)625-8601 Fax-(970)625-8627 Invoice Driveway Permit Number: GRB07-D-114 Invoice Date: 10/18/2007 Gerald Cook 26 Little Pheonix Way Parachute , CO 81635 $75.00 per Driveway Permit. Driveway Permit Fee: "-~-"" _____ "" ___ _ Total Due: Thank You! $75.00 $75.00 Garfield Coun Application for Driveway Permit Person Obtaining Permit: Gerald Cook Application Date: 10/18/2007 County Road Number: 303 District: Silt Permit Number: GRB07-D-114 Termination Date: 11118/2007 Inspector: Jake Mall hereby requests permission and authority from the Board of County Commissioners to construct a driveway approach ( es) on the right-of-way off of County Road, 303, 522 ft West of CR 303 I CR 308, located on the South side of road for the purpose of obtaining access to property. Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the proposed installation showing all the necessary specification detail including: I. Frontage oflot along road. 2. Distance from centerline of road to property line. 3. Number of driveways requested 4. Width of proposed driveways and angle of approach. 5. Distance from driveway to road intersection, if any. 6. Size and shape of area separating driveways if more than one approach. 7. Setback distance ofbuilding(s) and other structure improvements. 8. No unloading of equipment on county road, any damage caused to county road will be repaired at subdivision expense. 9. Responsible for two years from the date of completion. General Provisions 1) The applicant represents all parties in interest, and affirms that the driveway approach (es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the road right of way. 2) The applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the construction of the driveway(s). All work shall be completed within thirty (30) days of the permit date. 3) The type of construction shall be as designated and/or approved by the Board of County Commissioners or their representative and all materials used shall be of satisfactory quality and subject to inspection and approval of the Board of County Commissioners or their representative. 4) The traveling public shall be protected during the installation with proper warning signs and signals and the Board of County Commissioners and their duly appointed agents and employee shall be held harmless against any action for personal injury or property damage sustained by any reason of the exercise of the Permit. 5) Tbe Applicant shall assume responsibility for the removal or clearance of snow, ice, or sleet upon any portion of the driveway approach ( es) even though deposited on the driveway( s) in the course of the County snow removal operations. 6) In the '-vent it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall be surely braced before the fence is cut to prevent any slacking of the remaining fence and all posts and wire removed shall be turned over to the District Road Supervisor of the Board of County Commissioners. 7) No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without written permission of the Board of County Commissioners. 8) Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions hereof. 9) Final inspection of driveway will be required upon completion and must be approved by person issuing permit or representative of person issuing permit. The inspection and sign off must be done prior to any CO from the Building and Planning Department being issued. 1 0) Contractor agrees to all Provisions in Exhibit A. Special Conditions: I. Driveway Width-40ft 2. Culvert required? False Size: by 3. Asphalt or concrete pad required? True Size of pad: 40ft wide x lOft long x 4in thick 4. Gravel portion required? True Length: 40ft 5. Trees, brush and/or fence need to be removed for visibility? False 6. Distance and Direction: 7. Certified Traffic Control Required? False 8. Work zone signs required? True 9. Stop sign required at entrance to county rd 10. Completion ate May 30,2008 In signing this application and upon receiving authorization and permission to install the driveway approach (es) described herein the Applicant signifies that he has read, understands and accepts the foregoing provisions and conditions and agrees to construct the driveway(s) in accordance with the accompanying specification plan reviewed and approved by the Board of County Commissioners. Signed: ~ IJGJl · Gerald Cook Address: Telephone Number: ------------------------ Permit granted 10/18/2007, subject to the provisions, specifications and conditions stipulated herein. For Board of County Commissioners' of Garfield County, Colorado: 6Q /)fu} U( l\ _) Representative of Garfield County Road and Bridge Signature Specifications 1. A driveway approach is understood to be that portion of the county road right-of way between the pavement edge and the property line that is designed and used for the interchange of traffic between the roadway and abutting property. 2. At any intersection, a driveway shall be restricted for a sufficient distance fi·om the intersection to preserve the normal and safe movement of traffic. (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and for rural commercial entrances a minimum of 100 feet be provided.) 3. All entrances and exits shall be so located and constructed that vehicles approaching or using them will be able to obtain adequate sight distance in both directions along the county road in order to maneuver safely and without interfering with county road traffic. 4. The Applicant shall not be permitted to erect any sign or display material, either fixed or movable, on or extending over any portion of the county road right-of-way. 5. Generally, no more than one approach shall be allowed any parcel or property the frontage of which is less than one hundred (100) feet. Additional entrances or exits for parcels having a frontage in excess of one hundred 100) feet shall be permitted only after showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon adjoining property. 7. No commercial driveway shall have a width greater than thirty (30) feet measured at right angles to the centerline of the driveway except as increased by permissible radii. No noncommercial driveway shall have a width greater. than twenty (20) feet measured at right angles to the centerline of the driveway, except as increased by permissible radii. 8. The axis of an approach to the road may be at a right angle to the centerline of the county road and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be less than sixty (60) degrees. Adjustment will be made according to the type of traffic to be served and other physical conditions. 9. The construction of parking or servicing areas on the county road right-of-way is specifically prohibited. Commercial establishments for customer vehicles should provide off-the-road parking facilities. 1 0. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the normal shoulder slope and for a distance equal to the width of the shoulder but in no case less than twenty (20) feet from the pavement edge. Approach grades are restricted to not more than ten percent (10%). 11. All driveways and approaches shall be so constructed that they shall not interfere with the drainage system of the street or county road. The Applicant will be required to provide, at his own expense, drainage structures at entrances and exits, which will become an integral part of the existing drainage system. The Board of County Commissioners or their representative, prior to installation, must approve the dimensions and types of all drainage structures. Note: This permit shall be made available at the site where and when work is being done. A work sketch or drawing of the proposed driveway(s) must accompany application. No permit will be iss ned without drawing, blueprint, or sketch. BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY CERTIFICATION AND AFFIDAVIT REGARDING ILLEGAL ALIENS The Contractor, whose name and signature appears below, certifies and agrees as follows' 1. The Contractor shall comply with the provisions of C.R.S. 8-17.5-101 et seq. The Contractor shall not knowingly employ or contract with an illegal alien to perform work for the.Board of County Commissioners of Garfield County, Colorado ("BOCC 11 ) or enter into a contract with a subcontractor that knowingly employs or contracts with an illegal alien. 2. The Contractor represents, warrants, and agrees that it has verified that it does not employ any illegal aliens; that it has participated or attempted to participate in the Basic Pilot Employment Verification Program administered by the Social Security Administration and Department of Homeland Security; and otherwise shall comply with the requirements of C.R.S. 8-17.5-102(2) (b). 3. The Contractor shall comply with all reasonable requests made in the course of an investigation under C.R.S. 8-17.5-102 by the Colorado Department of Labor and Employment. If the Contractor fails to comply with any requirement of this provision or C.R.S. 8-17.5-101 et seq., the BOCC may terminate work for breach and the Contractor shall be liable for actual and consequential damages to the State. 4. If the Contractor is a sole proprietor, the undersigned hereby swears or affirms under penalty of perjury under the laws of the State of Colorado that (check one) , Vr am a United States citizen, or I am a Permanent Resident of the United States, or I am lawfully present in the United States pursua-nt to Federal law. I understand that this sworn statement is required by law because I am a sole proprietor entering into a contract to perform work for the BOCC. I understand that state law requires me to provide proof that I, am lawfully present in the United States prior to starting work for the BOCC. I further acknowledge that I will comply with the requirements of C.R.S. 24-76.5-101 et seq. and will produce the required form of identification prior to starting work. I acknowledge that making a false, fictitious, or fraudulent statement or representation in this sworn affidavit is punishable under the criminal laws of Colorado as perjury in the second degree under C.R.S. 18-8-503. CERTIFIED and AGREED to this )~ day of --""o'--'c:=._l ___ , 2 o oZ __ . CONTRACTOR6 e.ed-L.!l D (co{{_ (Contractor Fu~l Legal;-Pa/le) By' -~gJO~ FEIN or Social Security Number Signature of Authorized Rep Title Permit Number: GRB07-D-114 Exhibit A COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at {)6[22.. Cf 303 Permit No. /V73C( I have this day inspected this structure and these premises and found the following corrections needed: 0 Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection 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 ----~~~~~--?+- Building Inspector -----LG@~'f---,t-.t.:.~~~-------- Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 06/J;J ~ 3 Permit No. I 0 739 I have this day inspected this structure and these premises and foun_s:t the following corrections needed: /) 54~ L 6l_tJA-/e_ ~-t-Jt!Jed-i_ t4~ J~ /2?1_ J~L~-&~ ~ ~;J~!?'~ ~ ·~~,~~ Ad) ~Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date INSPECTION Will NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued ... /.0.1.~ ..... Zoned Area ............................... Permit No.J(/"J/. .. ~7.. ..... . AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Insp.ector and IMMEDIATELY BECOME NULL AND VOID. use !RC 7fi(!ieybl!J/thJJme tllfl CIICWI;ptre _, Address or Legal Description § 0\ ~ .fb,rrtc&iilf( CJ {r) Q;2 ( Jt .;)0 :J Owner foot, Oewlcl Contractor Oli!JJel. Setbacks Front Side Side Rear This Canl.'MUst Be Pust~d So It is Plainly VlsiUie From Tbe Street Until ·i1-inatlnspect"ion. INSPECTION RECORD .~F~oo-.ti-ng~fi~-·z-./--D~1~~An~--u~· F~i/~~~k.~Dri~.-w•w()a•t•.----------------~ ~~·~Fo.u.nd•a•ti-on~/J~~~Z-$~~-7-~~~~/------~------------~--~~~~ Underground Plumbing Insulation 3 -:U -oz-~ ('·u. A. Rough Plumbing 1-1 r,. -o [( !).h L Drywall q -/1--t/6 IJ'rA ~ t-C~h·i·m~n~e~y•&•V .. en.t .. ~d~l~~~~-----I~E~Ie•c~tr~ic~F·i~n~al•(•b•y~St~at•e~ln~s~pe•c•to•rb• .. ~~a,~_.&.-0.~.·~~ Gas Piping 1~ lL -O'lr A-S{., Final,£""-~-o'i>' .u. gl/'if--1-!E!'I•ec.t"!'ri.c •R!I!'oofiii-~lhOji(""Biioy ,st,.at•e•In.,sp•e~ct.or'"')""jilliiiolg8/Dl,.g'""''I-!S'!"eiiopt•ic•F""!i""na'!!'l""/ioi~!"-'!!o/.lio8'-.;t7-.7""S1t-..p.,..-"'!"' .... Framing:!s'/UlnK~A.-(4~ N~: J-;~o-!>?J G~7 r~ CK.iCm.- (To include. Roo r.t'placO' and'Wind8'ws and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD Date ,., ,,0'7 By "l ~ r· M\ ~E IF PLACED OU IDE-COV;~W~;H CLEAR PLASTIC Parcel Detail Page 1 of2 Garfield County Assessor/Treasurer Parcel Detail Information A~§e~§Qr/In:~'l§lJfQif'mn.:<rtYSQ<JJ:ch I As§essor..Subs~_t.Qml_ry I Assessor Sales _Search ~l~rk.~RecPJgeLRQcQplJQ!1Sel!rch Parcel_Detaij I Yalue 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 o27 II R043926 II 240720100180 II 36.746 I Owner Name and Mailing Address jCOOK, GERALD I j0026 LITTLE PHOENIX WAY I jPARACHUTE, CO 81635 I Legal Description jSECT,TWN,RNG:20-7-95 DESC: I jW1/2NWNE. ALSO KNOWN AS MARTIN I jsUB-DIV EXMP TRACT A PRE:R006656 I IBK:590 PG: 150 BK:0495 PG:0334 I jBK:0241 PG:0267 BK:1904 PG:749 I jRECPT:719369 BK:1904 PG:748 I jRECPT:719368 BK:1902 PG:285 I jRECPT:718909 BK:1902 PG:282 I jRECPT:718908 BK:1212 PG:470 I jRECPT:570820 I Location I Physical Address: jj700 303 COUNTY RD PARACHUTEj I Subdivision: I I Land Acres: jj20.069 I II http://www .garcoact.cornlassessor/Parcel.asp? AccountNumber=R043926 10116/2007 Parcel Detail Page 2 of2 I Land Sq Ft: Jlo I Section II Towns)lip II Range I I 20 II 7 II 95 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 40011 1201 I Improvements: II oil ol I Total: IJ 4ooll 1201 Sale Date: jj3/20/2007 Sale Price: 11125,000 Basic Building Characteristics Number of Residential jo I Buildings: Number of Comm!lnd io I · Buildings: No Building Records Found Tax· Information No Tax Records Found Top 9fP%i.Q Ae§essmDat<lPaee Sem:chOptiPn~ I I.t:emmrerD.atah<l§e$earch0pti9Il§. Clerk & Recorder Database Se<1rch Options 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 Good Turns Software. http://www .garcoact.comlassessor/Parcel.asp? AccountNumber=R043926 10/16/2007 ----- 50.0' Western Slope Gas Company Right-of-Way Easement Book 345, Page 242 Tract A / GJ.L{ ~+t 20~ r / / Rebar and LSNo. 36' / / Foundation Print Request Date: 5-Qlt -o? Customer:. _ _,C-.,'· :=":.:"':...:.../c....:_ ____ _ Home location: f&,-.,_ J._;;t;: CO -~~~~~~7,~~-- Make: Four Seasons Admiration Other: ____ _ HUD ~ Year: ~~ Snow load: • CfO ::tf::- Standard Floor plan:@_ N Special Draw: Y lffJ (if yes include floor plan) Footings HUD code: None Pads Runners Beams IRC code:· ,~ Other: HUD code: None Skirting Block Concrete IRCcode: ~e Basement (below grade or daylight) Combination (part crawlspace, part basement) Tvoe Wall: Block Wood Concrete <I(CamBI~ Concrete/Wood Other: Type of Financing: Cash FHANA Rura!Dev. X Gold n ilia Homes,In. ound ti n Infor ation JIMPOTANT llNFORMATION, PLEASE READ! me Foundation Guidelines l. The footer and perimeter walls are to use measurements from the attached foundation print. Measuring the home is not a reliable method for determining foundation size. The contractor should check the attached print to any other prints (such as engineered prints) to verify botl1 match, prior to beginning foundation. Variations from this print, that result in installation problems will be the responsibility of the contractor or the home buyer. 2. The attached foundation design has not been engineered to meet specific soil conditions. 3. There are three basic types of foundation designs that the home buyer and contractor must be aware of: a. Non-vented and insulated crawlspace-The home on this foundation would not have floor insulation, but the foundation walls must be insulated to local code and no vents would be installed in the perimeter of the foundation. If used this foundation requires that any fuel burning appliances have extenders to draw air from outside the crawlspace. b. Vented crawlspace-This home must have floor insulation installed at the factory or on site. Vents must be installed to manufacturers specifications. c. Non-vented basement-This home must have floor insulation if the basement is unfmished or no floor insulation if basement is heated. This scenario can differ, depending upon State and Local Codes. Buyer must verify what is needed based upon local building codes. 4. Golden Villa Homes does not make the following connections, unless specifically noted in writing in your home purchase contract. Buyer is responsible for the following connections. a. Sewer lines under home. Factory stubs drain line through floor only and they must be interconnected. b. Water lines. Water lines are run to all fixtures. There is one central connection that must be made. c. Gas lines. The gns lines are not present and must be connected to individual appliances. d. Electrical. Power lines from utility company to interior meter panel are the responsibility of others. Wiring is complete from home fixtures to panel box, except hard wire cross over, which must be connected by others. e. Dryer vent connections to exterior of home. f. Water heater pan nod pop off drains to exterior of home. g. Furnace and A/C drain lines to sewer or exterior of home. 5. Most Cities and Counties require restroom facilities to be available at all times during construction. Our Contractors have the same requirements. Buyer is responsible to supply restroom facilities from start of construction until construction is complete. 6. The contractor must provide a crawlspace access so setup materials can be removed from under tl1e home. Minimum dimensions are 36"x 30" x 36" net. Exterior access will need to be insulated as to not effect the U value of the home. If the contractor or customer chooses to use an interior crnwlspaces access, all modifications and ·finish of the access is the responsibility of others, unless specifically noted in writing in the final Home Order. This method could result in additional dirt and wear in the homes interior. 7. Bonnavilla Homes and Four Season Homes foundation designs show pad supports for the marriage line. Golden Villa Homes strongly recommends that a continuous footer and pony wall be used in place of posts on crawlspace foundations. 8. On vented crawlspaces, the manufacturer requires a minimum percentage of crawlspace venting. A good rule of thumb is to install 1 y, sf of venting for every 25 If of foundation perimeter. Local Building Codes must also be followed. 9. FOUR SEANSONS HOMES DO NOTHA VE FLOOR INSULATION FROM THE MANUFACTURER. BONN A VILLA 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 a crawlspace, the crawlspace portion must be insulated by the home buyers foundation contractor to meet State, County or City requirements. 1 0. The customer or contractor are required to install a 2 x. 10 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 of the 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 ofthc foundation, not toward the e:derior of the foundation. 11. The Ridge Beam on BonnnviUa Modular Homes is n 12" laminate beam. The floor joists are 2xl 0. This results in a2.75" height difference that must be accounted for in the center line support construction. The laminate beam is notched at each end of the home, to eliminate perimeter foundation modification. If purchasing 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. 12. If a crane is to be used, the site must be inspected prior to construction to verifY specific placement requirements for the crane and the home sections. Unless specifically stated in writing, crane costs are not included in the standard setup pricing included with the homes price. 13. Stem wall height is to be a minimum of31 %"including sill plate, but not including tl1e foorter. Buyer must notifY seller if this measurement of wall height exceeds 48". 14. Rollover Setup Requirements-There must be 30" of the foundation exposed in order 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 e>.iending 22' out from the foundation and the full length ofthe 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 delivery and roll-on is required (see figure 1 a. attached). If30" wall is not exposed, the set crew may require u crane to set the home at the home buyers expense. !5. The transport platforms must be able to be moved out of the way, without impeding other sections to be setup. Generally platforms are picked up every 3 to 4 weeks. Jfthis time frame is a problem, please notifY Golden Villa Homes installation or service department nt (970) 245-0741 16. AFTER INSTALLATION OF HOME. When backfilling the crawlspace, there must be a minimum 2% grade for 1 0' to channel water away from the foundation. Backfill must be at least 4" below crawlspace vents in order to prevent water draining into the crawlspace. Proper grading is the contractor or customers responsibility. The setup installer has the right to refuse to set any home that appears to not have adequate drainage on site. 2 17. 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 as a minimum 2% slope for 10' is maintained and the backfill is a minimum of6" 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 customer or contractor. The hnsement floor must be completed prior to installation of tbe home, unless buyer is willing to hire a crane for tbe installation. If the event of a day-light basement, the home must be installed from the backfilled side of the foundation. Iftlmt is not possible a crane will be required to complete the set of the home. l 8. lf you purchased a Bonnavilla Modular Home with n deck, there should be a porch support detail attached to this information. Bonnavilla Modular decks require specific support noted on the home print and the above mentioned detail. If you have any foundation questions contact Shawn Ruse at 970-245-9039 x I I, cell 970-260- 8809 or e-mail shnwn@goldcnvillahomes.com. If you have installation, site inspection or home installation scheduling questions, contact Gregg Gowen, 970-245-9039 x 18, cell970-361-1492 or gregg@goldenvillnhomes.com. Do not contact your sales person with foundation questions. By signing below I ac!mowledge receiving a copy of the IRC Foundation Guidelines. Buyer Date (rev 3/3107) 3 l1141"j!l;.&<•J IC"·U"t!;,·.-..) RAMP •I RAMP Flat and Level ~·,.o J:• !IT·P"ft;J"J tff·~'ft:l;>~l'l r \"oW-InA'rloN Fb1-1v WALL. ~ k HITCH/END JIT4l·lo.....,,J I tlr.II'Jt!t .. ,., RAMP I cu Flat and Level !}.". i RAMP l 111"-G"jllp.:"' lr 111'-II"JOtt~n/ Figure 1a. NOTICE Updates to Building Codes require the Following: I. Hot Water Heater-Pan Drain and Pop Off drain lines must not drain into crawlspace or basement. Those drain lines must be drained outside building and foundation. 2. H.E.F. Furnaces/Air Conditioners-High Efiiciency Furnaces! Air Conditioners require condensation lines to be tied into the homes drain system. There must be an air gap and p-trap installed to code under this appliance. Thank You, Golden Villa Homes IMPORTANT NOTICE TillS IS A DIRECTIVE FROM THE COLORADO DIVISION OF HOUSING TECHNOLOGY & STANDARDS SECTION RELATING TO IRC MODULAR HOMES. WHEN 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 BUlLDING. 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, SOU, 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 THE PERIPHERY OF THE BUTI.,DING FOUNDATIONSHALL BE OF AN APPROVED SPECIES AND GRADE OF LUMBER, PRESSURE TREATRED IN ACCORDANCE WITH A WP ACl, C2, C3, C4, C9, CIS, CIS, C22, C23, C24, C28, C31, C33 Pl, P2 AND P3, OR DECAY RESISTANT HEARTWOOD OF REDWOOD, BLACK LOCUST, OR CEDARS. IF THE AREA BELOW THE DECK HAS 18" CLEARANCE FROM THE SOU,, THE AREA SHALL BE ACCESSffiLE AND REQUIRES A MINIMUM 18" BY 24" UNOBSTRUCTED ACCESS OPENING. Pnge J of J Shawn Ruse ---·----·---- From: Shawn Ruse [shawn@goldenvillahomes.com] Sent: Wednesday, December 27,2006 8:28AM To: David Mahovslty; Dennis Andrus; Jennifer Bonder Gennifer@goldenvillahomes.com); Mil<e Ruse (mil<e@goldenvillahomes.com); 'Richard Ruse'; 'Jason Mosl<alll<'; Riel< Points (ricl<@goidenvillahomes.com); 'Sue Boyce' Cc: 'Kathl Mahovsl1y' Subject: Open porch units MEMORANDUM 12126/06 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 metl1odls to Install footers at required frost depth, then pour concrete to 4' or 6" above finished grade and Installing a dec!< post mount bratl<et for a wood post of adequate size Ia carl)' loads. The foundation contractor would then Install treated or approved wood posts to support declt. This should give a nicer finished loolt than concrete columns or block. This is a preferred method, not a required method. Steps coming off these declts will more than likely be wood instead of concrete if the preferred method Is used. Shawn Ruse 970-245-074'1 970-245-0871 fax Long ago wlten men cu>•sed and bcallhe gt•ounclwilh sticlcs, it tvas calleclwitclteJ•qft. Today il 's called golf. l•u 11-'i/lllnuc•·• Ccnfidentlalll)l No\lca This electronic mall lmnsmlsslon and any accompanying dccumenls coolafn lnformallon belonging tolha sender which may bE! confidential and leg any pr1vlledged. Thl!i mronnel!on rslntendecl only for tha use or the Individual ur anUly lo whom lhls aledronlc mall transmission was sent as lndlcaled above. If you are not the lnlended reclp!enl, any tJisclosure, copying, dlsUbuUon or ac!lonlalum In reliance on the contanls ollha lnfoJl11aUon conlalned In lhls lrnnsmisslon Is slridly prohlblled. If you receive this lransmlsslon In error. please call collect al970·245·0741 and delete this lransmlsslon. Thank You. 12/27/2006 !J. a CRAWLSPACE CONSTRUCTION MODSM05 CRAWLSPACE FOUNDATION I ~ ---1~~~~~~~~------F~;i=~~M~JIA-~--L~IN~ia~~ii~~----~~~ PERIMaER I I BLOCIIINS FOUNDI\ilOI>I TOP OF FOOTII>!SS SliOULD BE BELOW LOCAL FROST UNE n~r "A" ~--------~-----------~--------~--------~ "B" BOX SIZE DISTANCE "A" DISTANCE "B" 28' DOUBLE WIDE 13'-2" 26'-4" 32' DOUBLE WIDE 14'-6" 29'-0" REVISIONS ORWG. BY:DM 5{13/96 CHIEF® INDUSTRIES "=c=HI<"""o.""'av,..:: ::.:.::...--=:...:=::..t HOUSING DIVISION SCALE:NONE MODSM06 en l"1 o " :r "' ~ j3 ~ z ~ OJ 0 .. ~ z 0 m S: $ 0 0 I i Fl!liSH<fOG!tbnti: (SlOPEG"ltl11ToO"J <>nrllmum 31 11~" lrle, Stu... fl...q."r'E,.. CRAWLSPACE CROSS SECTION SGALe:NONe U> 1>\11-II~F~ BfHlR1£.~ 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. I 0 TYPICALANCHORAGE & FOOTING INSTRUCTIONS Modular Homes MODSMlJ "'1t2• X 12." LVLBI!A.M MODULAR FOUNDATION DETAILS NOTES: CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO FOUNDATION CONSTRUCTION 1·112"ll: 12'l.AM BEAMMTEDAT 2800 Fb AND 2.0 E ' APPLICABLE TO MAXIMUM UNIT WIDTH OF 29'-0" BONNAVILLA HOMES IB NOT RESPONSIBLE FOR FOUNDATION 'DESIGN. FOUNDATION AND PIERS ARE TO BE DESIGNED PER LOCAL JURISDICTION REQUIREMENTS BY AN ENGINEER OR ARCHITECT. I REVISIONS DRWG. B'l: DM 5JB/9B CHJEF® INDUSTRIES bcHW.Iro;:;-.-:::ay-::-, ===---=::.:::.:4 HOUSING DIVISION SCALE:NONE MODSM'I5 MARRIAGE LINE SUPPORT MARRIAGE UNC I 'r. 2 X 10 FlOOR JOIST ) 114"••·· .. _/ STEELPU\iE ' CENlERUNE B\:AM SPAN (BE1WE£M PI !iRS) l"STD STEEU-----\ PIPE COLUMN (OREOU/\1.) BONNAVILI.A HOMES IS NOT ReSPONSIBLE FOR FOUNDATION OESI13i'l. FOUNDATION AND PICAS ARE TO BE DESIGNED PER LOCAL JURISDICTION REQUIREMENTS BY AN ENGINeER OR ARCHiTECT. TilE CENTeRLINE BEAM SPANS PER TABLeS. TillS SHOULD BE TilE SPECIFlC.TI\BLES FOR ALL 11lREE CONFIGURATIONS REVISIONS SECTION "C-C" CRAWLSPACE APPUCATION PER TABI.GS .,,1 THRU -!..t (2:} MIN.I/10r2' 5C::RE.WS INfO ({L SEMI FODTlNGS PER t..OCAL JUFUSOIC'T10N PAESSURE'mEA.iED WOOD SHIM MATERIAl fJ.>({j" POL\"V/IPOR BARRIER FOOTINGS PEn lOCAL.JUA:IS01Cl10N DRWG.BY:DM CHitD.BV: 5/8/98 CBJEF® rNDUSTRIES HOUSING DIVISION scALe:NONE MODSM18 Sill Plate Connections (Method A, 8 8t C) MAXIMUM WIND SPEED 1 00 MPH (3 SECOND GUSTS) EXPOSURE 'C' INSIDE APPLICATION (SEE NOTE) ' PRESsURE TREATED SILL PLATE NOTE: . RIM JOIST EXCEPT AT ENOWAlLS AND ALL AREAS lt-1 WIND ZONES EXCEEDING 90 MPH SIMPSON MAS (OR EQUIVALENT) CONNECTORS MAY BE INSTALLED Oi'liNSlDE OF SILL PLATE (BOTH SIDEWALLS) 2·100@ SIDE & <1·100@ TOP NI\!LS AT EACH MUD Sll.l. ANCHOR SIMPSON MAS (OR EOUIVALEN11 INTO SILL PLATE,6'·0' O.C STARTING@ 1Z" ~,;x_ FROM EACH CORNER. Method A . RIMJOIST PRESSURE TREI;TED SILL PLATE ~~ 112" DIAMETER FOUNDATION ANCHOR @ 6'·0" O.c. -......_ I AND 12' MAX.IN FROM EACH CORNER (SEE N01E 3) "-FOUNDATION WAll ~ ('Ms-;-13£ C!'<I<T!J!<.O o~ S~ll>~>r•'( T.:l IH~f'.lol<:.. lli= 'h:>ll~ID/!TlOJJ -tJ•r TOLVAF<!O NOTESFORMETHODA&B: SN.T._a.1oR OJ:' Fo";JD/IT1CJ.f 1) ROOF PITCH UP TO 6/12, MAX. SIDEWALL HEIGHT= 9'·0", MAX. EAVE= 16". • THESE DETAILS APPLY 10 BOTH CRAWLSPACE CONSTRUCTION & BA5EMEN1 CONSiRUCTION. 2) All FASTENERS (INCLUDING ANCHOR BOLTS & WASHERS) II'IGDNTACTWfTH PRESSURe: TREATED SILL PLATE TO BE G185 COATED. 3) ANCHOR BOLTS & WASHERS iO Be GALVANIZED TO G1B5 (Z MAX}CO~TlNG, MIN. MINIMUM EMBoDMENT INTO CONCR!ITE IS 7" & MIN INTO MASONARY IS 15". •I) SEE MEIHODS D THRU F FOR FLOOR TO SILL CONNEC110N. r------R-EV-1-SI-0-NS------+-DA-T-;E ~ CHIEF.® nlDUSTRlES oRwG.av'cEs 12109104 U ~ CHilD. BY: HOUSING DIVISION SCALE:NONE MODSM"l9 Joist to Sifl Plate Connections (Method D, E & F) 2>6 OR2X D --.,_ TREATED SILL " PLAT~ Method D ~~ll=:::;-~W;:;I;;;N;;-0 ;D;;;ESIGN, 100 MPH 6112 MAX. ROOF SLOPE 17<" MAX. UNIT WIDTH WI IS" MAX. EAVE ' THESE DETAILS APPLY TO BOTH CRAWLSPACE CONSTRUCTION & BASEMEN, CONSTRUCTION. MAX. WIND SPEED 100 MPH 9' MAX. WALL HEIGHT FOUNDATION WALL ANCHOR BOLT PER OTHER DETAILS THIS ALTERNATE CONNECTION APPLICABLE! TO SIDEWALL AND NOT TO EIJDWALL CONDITION. WINO DESIGN, 100 MPH 6/12 MAX. ROOF SLOPE !IOTES FOR METHOD A, B & C : 1) ROOF PITCH UP TO 6/12, MAX, SIDEWALL HEIGHT=!l'...O", MAX.EAVE=15". 2) ALL FASTENERS (IIICLUDING NAILS) IN COI'ITACTWITH PRESSURE TREATED SILL PLATE TO BE GID5 COATED. 174" MAX. UNIT WIDTH W/16"MAX 9' MAX. WALL HEIGHT .EAVE fSPF OR BETTER FlOOR JOISTS / I TOENAILRIMTOSILLPLATEW/16d~ ~ COMMON NAILS@ B"O.C. MAX. "" ~0. MAX@ 6'·0" END ZONES) MethodE L • 2X60R2x8 \YI'f.rl\~0 D 'f 'f. A-12.~ NOI TH'C. TREATED SILL PLATE fj<!rtP<.P..R~O Nl '<.11+0 0 '-1' 0\ 11-Y el'l'l.14-T'e. 1\dcl 11 c..}.,q.fit&'<.s /J.DT JNC.LU0£0 IN TI~E £TfH\IA20 OUNDATIDNWALL Hom'<. C!.osT / -~ ANCHORBOLTPER THIS ALTERNATE CONNECTION APPLICABLE TO SIDEWALL AND NOTTO EIJOWAU. CONDITION. WIND DESIGN,1DD MPH OTHeR DErAILS / SI12MI\X. ROOF SLOPE 174" MAX. UNITWIOTH W/16" MAX. EAVE 0' MAX. WALL HEIGHT 2 >; 10 TREATED B!LLPLATE FOUNDATION WALL ANCHOR BOLT PER OTHER DErAILS ~-----R-EV-1-SI_O_N_S----~~D-ATE~~ Method F THIS AL TSRNATE CONNECTION APPLICABLE TO SIDEWALL AND NOT TO EN OW ALL CONDITION. DRWG, BV:CES 12/.09/04 CHIEF® INDUSTRIES bc""Hic;;;-o.""ev~: =:__==4 HOUSING DIVISION SCAI.E!NONE MODSM20 FOUNDATION DESIGN: GENERAL NOTES GENERAL NOTES; 1. !HIS FOUNDATION HAS BEEN DESIGNED FOR SITES WITH~ AlLOWABLE SOIL BEARING C~PACITY OF 2000 PSF MII-JIMUM. <.FOUNDATIONS TO BECOI-JSTRUCTED ON SOIL WITH A lOWER BEARII<tl CAPACITY SHAll BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE BY A LICENSED ENGINEER TO LOCAL CDNDI110NS AND CODES. 3. CONCRETE COMPRESSIVe STRENGTH AT 28 DAYS TO BE 3000 PSI MINIMUM. •1. REii'IFORClNG STEEL SPECIFIED TO BE GRADE SO B~RS MEETING ASTM A515, AlliS ~D A617. 5. FOUNDATION WALL MAY BE POURED CONCRETE EIGHT \0) INCHES THICK, REINFORCED WITH 114 REBAR AT (12)1NCHES O.C. VERTICAL AND 115 REBAR AT 16" O.C. HORIZONTAL. e. UNIT COWMN SUPPORTS FDR CENTERUNE RIDGE BEAMS , REQUIRe ADDITIONAl PIER SUPPORTS UNDER CSNTERliNE BEAM LOCA11DNS PER FLOOR PLAN. 7. 'fl;IESE SPE~IFICATIONS AREl TYPICAL LDOAL CODES MAY CONTAIN ADDITIONAL REQUIREMENTS. D. FOUNDATION WALL STEMS MAY Bli CDNCRETS DR CONCRETE B~OOK.. 9, CONCRETE BLOCII SHALL CONFORM TO ASTM C-90, 1D.IN CONCRETE BLOCK STEM WALLS A MINIMUM OF (2) ·114 REBARS ARE TO BE INSTALLED IN BLOC!( WITH MUD SILL ANCI·lORS. FULLY GROUT EACH CELL CONTAINING REBAR. 11. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE OF PRESSURE TREATED TYPE OROF SPECIES APPROVED . FOR USE IN DIRECT CONTACT WITH CONCRETE. STEEL (FASTENERS, CONNECTORS OR BEAMS) MUST BE EITHER ISOLATED FROM ANY CONTAGTWITH lUMBER CONTAINING COPPER PRESERVAT!IIElS OR MUST BE ZINC PLA TEO TO MEET G185 COATING RATING. 12. THE INSTAllATION SITSMUSTBEGRAOED SO THAT WATER DRAINAGE IS AWAY FROM STRUCTURE AND DOES NOT ACCUMULATE UNDER THE HOME. • . 13. BACIC FILL ADJACENT TO THE FOUNOA110N SHALL NOT BE PlACED UN'IIL THE WAlL liAS SUFACIENT STRENGTH OR HAS BEEN BRACED TO PREVENT DAMAGE. 14, MINIMUM FOUNDATION VENTILA11DN REQUIREMENTS: A. 111" )( 24" ACCESS CRAWL SPACE UNDER FLOOR AREA. B. 1•1/Z SQUARE FeET OF VENTilATION PER 25 LINEAL FEET OF FOUNDA110N WALL c. COVER VENT OPENINGS WITH CORROSION·RESISTANT WIRE MESH NOT UESS THAN 1/6" NOR MORE THAN 112." IN ANY DIRECTION. 15. THIS FOUNDATION S~STEM IS FOR USE WITH FLOOR S~STEMB WliiCH ARE DESIGNED TO SPAN FROM PEf!IMEITER WALl. TO CENTERLINE SUPPORTS. 16. DAMP PROOFING OF CONCRETE DR MASONRY WAlLS TO EE INACCORDANCEWITHLOCALCDDES. INTHEABSENCE OF CODE REQUIREMENTS, THE FOLLOWING SHALL APPLY: A. EXTERIOR FOUNDATION WALLS OF MASONRY CONSTRUCTION ENCLOSING BASEMENTS SHALL BE DAMP PROOFED BY APPLYING NOT LESS THAN SIB" OF PORTI.AND CEMENT PARSING TO THE WALL FROM 1HE FOOTING TO THE FINISH GRADE. THEPARGING SHALL BE COVERED WITH A COAT OF APPROVED BITUMINOUS MATSRIAL APPliED AT THE! RECOMMENDED RATE. EXTERIOR FOUNDATION WALLS OF CONCRETE CONSTRUCTION ENClOSING BASEMENTS SHALL BE DAMP PROOFED llY APPL ~lNG A COAT OF APPROVED BITUMINOUS MATERIAL TO THE WALL FROM 11iE FOOTING TO THE FINISH GRADE AT THE RECOMMENDED RATE. GEI>lERAL NOJES; B. FOUNDATION WALL OF HABITABLE ROOMS LOCATEO BELOW GRADE SHALL BE WATER PROOFED WITH MEMBRANES EXTEI<DINI'i FROM THE EDGE Of THE FOOTING TO THE FINISH GRADE UNE. THE MEMBRANE SHALL CONSIST OF EITHER 2·PLY HOT MOPPED FELT,B·MILPOLYVIN~L CHLORIDE, SHE. ROLL ROOFlNG OR EQUIVALENT MATERIAL. THE LAP IN THE MEMBRANE SHAll BE SEALED ~0 FIRMLY AFFIXED TO THE WALL C. FOUNDATION WALLS MAYBE DAMP PROOFED OR WATERPROOFED USING MATERIALS AND Me:THOOS OF CONSTRUCTION OTHER iHAN COVERED IN THIS SECTION'WHEN APPROVED BY THE lOCAL BLllDING OFFICIAL. 17. DRAINS SHALL BE PROVIDED AROUND FOUNOATIOIJS ENCLOSING HABITABUE OR USEABLE SPACES LOCATSD BELOW GRADE AND WHICH ARE SUBJECT TO GROUND WATER CONDITIONS. DRAINS SHALL BE INSTAllED AT OR BELOW THE AREA TO ee; PROTECTED AND SHALL DISCHARGE BY GRAVITY OR MECHANICAL MeANS INTO AN APPROVED ORAlNAGEi SYBTSM. 18, THE TOP OF OPEN JOINTS OF DRAIN TILES SHALL BE PROTECTED WITi'l STRIPS OF BUILDING PAPER AND THE DRAINAGE TILES SHALL BE PLACED ON 2\NCHES OF WASHED GRAVEL OR CRUSHED flOCK ONE SIEVE srze; lARGER THAN THE 11LE JOINT OPENING DR PERFORA110N AND COVERED WITH NOT UEBS THAN B INCHES OF THE SAME MATERIAL 19. TH~ DESIGNS ON THIS AND ACCOMPANYING SHEETS ARE APPLICABLE TO SEISMIC ZONES 0. 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 SOILS HAVING POOR DRAINAGE, CONSIDERATION SHOULD BE GIVEN TO ME!THOOS OF ELIMINATING ACCUMUlATION OF WATER IN THE CRAWL SPACE DR BASEMENTS, SUCH AS THE USE OF SUMP PUMP\5). INSTALLATION OF SUMP PUMPS TO BE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. RE!VISIONS DATE! ~ CffiEF® INDUSTRlES 1---------'f--li ~.. HOUSING DIVISION DRWG. BY:CES 01/:19/04 CHI<D.BY; SCAI.E:NONE MOOSM21 Fat ry Prints CHIEF IN USTRIES HOUSING DIVISION THIS HOME IS CONSTRUCTED WITH THE FOLLOWING DESIGN CRITERIA: FLOOR: __ 4.:.:0'-'P-'S'-'-F __ L.L. 10 PSF D.L. WALL : 90 MPH, EXP. C, SEISMIC ZONE D1 ROOF : _-::.:30:...:Pc..;S:..;.F __ L.L. 15 PSF D.L. STANDARD: 2003 IBC, 2003 IRC, 2003 IMC 2003 IPC, 2005 NEC, 2003 IECC MODEL __ ss;;.......o_M_A...;...C-_0_7 _ CHIEF INDUSTRIES TABLE OF CONTENTS PAGE NO. ILLUSTRATION El£VA]0tl -!YPICAL 2 CROSS SECTION 3 CABINETS ElEVATIOtl -l'IPICAl 4 flOOR SYSTEM FASTENmG OEIMLS 5 fASTENING OE!AlS CONNECTION DETAILS ) HEADER OElAilS B HEATING SYSTEM DETAil 9 ENGmEERJNG FLOOR PLAN 10 EU:CllliCAL PLAN 11 DRAIN PlAN 12 WATER PLAN 13 GAS PlAN 14 fOUNDATION PLAN 15 ROOF lllUSS OWJl f1..COO W/ Cf'J ! lll'21J5 F!ll!SI® GRADE (SlOPE l.' ltl 10'-D') 12 TRfAff, p m• • 10'...{)' STAIR SECTION "AA" SCALE : 1/2~ " 1 1 -0~ CROSS SECTION SCALE : ln~ = 11-01 MIL PD!.r. VAPGR BARRIER REFEROCE IP.C 4fh:22 a 8 - \j ~ IDE!lN 1 3'-o' 1 3'-o' 1 PENNINSULA ELEVATIO~ IIJJ§[[J~ I 2'-3' ! :.~~ I 2'-3' I MASTER BAT~ VANITY ELEVATION [1.]001001 ! 21 ~3' 21-(/ I t~t/ I 41 .. o' V< D c:::::J c::::::J c::::::J c::::::J ~ c:::::J D DO ~-u ""'"' D ""'"' i= I 3'-o' I t-"~ 11'-1,. 11'-•· 1 31-01 I t-o· ~~ 131-q; SINK/RANGE ELEVATION -- 2' II 22' I 2' II 20' I 2' II n' 1 MA5TER BATH YAHITr MAIN BATH VAHITX BASE SIDE VIFN SIDE YIEW SIDE VIEW D oo· I 3'-•' I MAIN BATH VANITY ELEVATION .. ~ .. J I I REFRIGERATOR ELEVATION CABINETS I~ DESCRIP~DN llll. fT. BASE CABINET 19.5' i: HEAD CABINET 1-t' iit VANITY 9.5' '::,; '" ROOf 8P1!J6 MARRIAGE NALL SUPPORT MAY CONSIST OF FRAMED NALLS OR POSTS @ REQUIRED SPANS I 112' X 12' LAMIAATfD efW1 2 X & STUO !(I' O.C. SUP?Cm WAll MARRIAGE LINE SUPPORT DETAIL SCALE: 1/21 =-11-0J ""' 2. 2X 10 Rli1 ..x>!ST 2 X iO FR..=ssuRf TREATED SIU. PLAT£ fW!lDAT!rn WALL __ _/ ~~ 511' 2 X W J:ilST (16' O.C.) 12 X 3 1121 1-mD SCP.!H tJ U.1 DC 4' X 3 ll2o/ LAG SCREW !116' DC. E!XiE PISTAilCE 'V!£.1 Mill f~ 5CREW5 OP. I' Mill. FCR LAGS FLOOR TO SILL (OVERSIZED PLATE METHOD THRU JOIST) e• CCI'ICRITE HAL!.. MARRIAGE LINE SUPPORT DETAIL "51'f 2-7XJG Rll1.xl!5T PRfS.SURE TREATED 51U. PlATE. SCALE• 112' , 1'-0' :II 5TP 2 X 10 .J::)IS1 (16' O.C.) I'-d ttA.ILS 2 PER J?!Sf FLOOR TO SIL~ fO\JllDAWl WAtc (TOE NAILING METHOD THRU JOIST) ""' 2-ZXW RIM J:il5T r ,,TP / " .rur ("' o.q fRE55IJR£ TREATf!J SILL FlJ,T£ FLOOR TO SILL (TOE NAILING METHOD THRU RIM) 5-lUD GRADE 5FF '2 X t. SlDENAU. ST~ :2 SPF 2-ZX/0 RIM~ PLAN VIEN SILL TO FOUNDATION (MUDSILL ANCHOR) SWP CiP..ADf Eff ~ 1 X (:, SlOfHAtL STUD ":...... ""' 2-2XIO Rln J:);ST PLAN VIEN ::15Pf?Xb EOTTCM PLATE FRE5SURf TP.f.ATED Silt FI..ATE FC\!1IDAT!Cfi Hi\Lt ISOMETRIC ~25ff2XC. EOTTCfl PlATE F?.ESSUP.E rru:ATED SILt. FI.AlE ISOMETRIC SILL TO FOUNDATION (ANCHOR BOLT) ROOf WjOORL!£1! 81'2133 / ·'j . ,/ LLI z 0 NUL <( as le . z§ ~ . 3:L ~nil I :::r::....~ :~ II (L....l I:~ ... :or;: ~i Ul ~~ . o9 ~ . c;tD 2 I \1g -- u OL - RIDGE BEAM TO RIDGE BEAM TRIPLE SECTION (STD ROOF) R!WE BEAn TO RID:OE BEAM 116 X 3 112' HCOD !!CREWS ~- ~RAFTER 10!' OORD '"J II II R!IX'iE BEAn '" RltxlE BEAM 117' STUO GRAD£ SFf 'l x 4 sruos (lr.' o.c..) 11AP.~It.Gf WAlt STUDS RIDGE BEAM TO RIDGE BEAM DOUBLE SECTION (5TD ROOf) 5Ff2X4 ToP PLATE Ii--I,;' 0513 SVITIIUIG ROOF ASSEMBLY DETAIL (5TD ROOF) IIWi ~~ flft& J~•~;g~:CST Pl.Aif ;:a X '1 112' ~0 SCREWS 8' D.C. ~ 'mGFOST PlATE STEEl STRAP 1 11t x ?JJGA. srms~ f, -IS GA.. X I' STAPlES £,\01 £111) 2 X lo Kllf.if05T &/12 KINGPOST DETAIL '" T~ COORD PLAN VIEW ROOF ASSEMBLY DETAIL (o/12 ROOF) 2XHSL TW PLATE 3(l:l TruF..S p 24' o.c. EAVE DETAIL ISOMETRIC VIEH 4 • .131' l 3 1!4' llAILS PER CCtiHECTtai !tiTER!~ HAU SltlG\.E TOP FI.AlE EXTERIOR WALl DOOiU TOP Pl.ATE 3'XC/X20GA. STEEL PLATE INTERIOR HALL TO EXTERIOR HALL 1st ~2X4S1UD ~ (1'-'0.C.} 0 ""\ W OR ~"'"""' !.AID fLAT 1X"~TUD (11/ O.C.) HAU... 57UD PARTITION BACKING ASSEMBLY (TOP VIEW) &'""liD I~' O.C) lf1' SHEETR ( TYPICAL CORNER ASSEMBLY (TOP VIEI·I) fOOIWAilOil RVDr iiO!TCJ,I RCOF LOADS SIDE WALL HEADER CHART 14'-10' MAX. FLCOR SECTION I IG' EAVE HEADER MAX. RCOF HEADER MAX. MATERIAL TIP£ SPAN LOADS MATERIAL TIPE SPAN 2 X 4 A 3'-5' 2 X 4 A 2'-4' rt2 SPF B 4'-11' U2 SPF B 3'-2' 2xG A 5'-5' 2xf> A 3'-7' U2 SPF B 7'-7' #2 5PF B 5'-0' 2 x e A 7'-2' 2 , e A 4'-q' D rt2~ B U ~ rt2~ B M L. LOAD f--=-::.:...:.-f--';'A-j-Bi;,_-;1;,1,-J L. LOAD f-'-"-::.:...:.--+-"'A-1---0:,,,-'_1,., -1 Y 2x~ Y 2x~ • D. LOAD f-U...:2:...S:...P..:.f-t_.:::B-+-I"cl'-_,q:,.' -1 D. LOAD f-U...:2:...5:...P.c..F--+_.::B-+-B:::,'·-:4\;-' -1 I l/2'x5 112'1----':'A-t--:78',..-1:,1';-1 I 112'x5 112"1---'Ai--+-7::-c'-;-1;;-" -1 LVL B 10'-2" LVL B 8'-1' 2 X 4 A 2'-11' 2 X 4 A 1'-11' U2 SPF B 4'-1' U2 SPF B 2'-7' 2xG A 4'-7' 2x(, A 3'-1' rt2 5PF B {1-5' U2 SPF B 4'-1' 2 X 8 A G'-1" 2 X B A 4'-0' G rt2~ B ~ D rt2~ B ~~ L. LOAD A 7,_q• L. LOAD 1--_::_.::.;_c_+--A"--+-",5,..::,., --J Y 2x~ Y 2x~ -1 D. LOAD f--=U2:...5_P.;.F-t--"B'-t-17.0'-:-8;.'-l D. LOAD f-...:U2:...5.:.;P:...F--+--"B'--t-6:,' -..,:11:,.' -1 I 112'x5 112'1---A::'-+-7.8'-:-1:0' -1 I 112'6 112'1---'Ai--+-:G::,'·..:S:,.'-1 RCOF LOADS LVL B q'-3" LVL B 7'-4" MARRIAGE WALL HEADER WART 14'-10' MAX. FLCOR SECTION MAX. RCOF MATERIAL SPAN LOADS MATERIAL MAX. SPAN 2 X 4, U2 SPF 4'-0' 2 X 4, 112 SPf 2'-7' 3()11 2 X •• ~2 SPF G'-3' 2 X •• !12 5Pf 4'-1" L. LOAD r-:.2.::x..:•1..,-'":.2:.:5:.:P:...F+-.:.:,...:_O:..'-j WU 2 8 "2 SPF 5'-5' 15U u " u L. LOAD 1---'-x -''--'" :...:...-t----1 D. LOAD 2 x 10, U2 SPF q'.q' ISU 2 x 10, 112 SPF 6'-11' D. LOAD t-----'--"----t----1 I 112'x5 112', LVL q'-5' I 112'x5 1/2', LVL 7'-G' 2 X 4, 112 SPF 3'-4' 2 X 4, 112 5PF 2'-2' 2 x o, U2 SPF 5'-3' 2 x o, U2 5Pf 3'-S' 40 " 2 x •, "2 SPF ''-II' D 2 • "2 SPF 4'-" L. LOAD 1--:...:...-'0 _•..;;_:;_c__-1-:...".....::.--1 L. LOAD 1--::...::..' .:J0•-".::.....:::..:_+_:_:.:• -j 1511 2 x 10, 112 SPF 8'-10' 1511 2 x 10, U2 SPF :;•.q• D. LOAD r...::...:...-'--.:.;:...'-'-+--.::.--1 D. LOAD f-=C..::.::.t..:....::...:::..:...._t-':...__:--l I l/2"x5 112', LVL 5'-6' I 112'x5 1/2', LVL G'-q' SIDE~ nPEA (2-MEMBER) SIDE~ Trl'EB (H1!ml<) MARRIAGE HAll ~ (2·M!ml<) RCOF LOADS 30U L. LOAD 15U D. LOAD 40U L. LOAD IOU D. LOAD GOU L. LOAD 15rt D. LOAD RCOF BEAI'I HEADER CHART 14'-10' MAX. FLCOR SECTION 11AX. MATERIAL SPAN l 1/2~ x 15 3/B-u, LVL !B'-1~ I 112' x 17 7/8", LVL 20'-4" I 112' x 23 3/B', LVL 24'-11" I 112' X 15 3/B', LVL 16'-4" I 1/2' x 17 7/B', LVL IB'-5' I 112' ' 23 3/B', LVL 25'-0" I I 112' x 15 3/B', LVL 14'-o" I 112' X 17 7/B', LVL 15'-q" I 112' x 23 3/5', LVL lq'-4" l l/2a X 1211 1 LVL 101-1° D L. LOAD ,_1_1_12_' _x_l_5 _3_15-'' ,_L_V_L;-1 __ 12_' -_5..,." -i IOU', , ,, D. LOAD f-'l-'l/:.:2:....::x_:I7:....::71:.:5':'':...L:.:V..:L+--'-H:...·.:O-j I 112' x 23 3/5', LVL lq'-0" I All t~ BEAn 51 ~ ~ 2.0 fh • ""' § ~ " ~~ ~§ ffi~ + J.2 ~ i!i~ ~~ + ~~ 0 ~ 0 0 ~i + ~. + ~ + ---;;-' ,l/1 ·,u •...,...-,., • ,1) *flli<>'~( ~- ~ ~ ' • .,.,., m -• ,,.•,WI'l1M"~t •-,-- .. Ia II i- J J 0<D<D<D<D0ill@Q) <!l®CD<D®0@® ' -rF ~~~ ~ ;iliNI 1/lNJ - tr ' ~I I!) ~ ~r" ! I· e 1 ~ ffi~+ ~ !;j );; ~· . ._-· @/ ' ~I ~~ ® ' ---~-?-nl p ~ ®~ ~ "'-" + ~ " .1--l. ~ '~ ~ ~ I~ ' i~ @ @ @ ~~~~~ Jj-.tllt·,u .t-.11 "' ,1•1\ ,, . .,. { i > • ,J -;;:;-.. , M~·, .. 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"'"" I~ "' ~ c ~I!! ~~ ' @5§ " lSi§ ~~~ f§....:G 0:5~ :; iEs ~ "'= ~ ~Si! ~;;; iS::; '"-15- ~"' "'§ 8~ 0 z - ~~ ~ i ~I ~ ~ bf ' ~ L.... ~ ~ ~ { ~ 2 0 ;o i"' "" ?5 \'!' p "' "' "" "" <5'i z 0 :z: rr1 a <::;; ~ a> 0 ~ _, --NOlE: fOONOATION, fOOTINGS, AND/OR PIERS ARE TO BE DESIGilEIJ BY All ENGINEER OR ARCHf!ECT TO lllE f0!10\\ING LOiliJING C!lllEIIA: UTIUTY DROP LOCATIONS IS'Il UTILITY ")(" "Y' NOTES---R.OOR = 40 PSf LL, \0, PSf O.L WALL = 15 Plf O.L ROOf = 40 PSf LL, 15 PSf O.L 834 Plf EXTEROR WAlLS /1560 Pl.F MARRIAQ: WALL litlliBffiS (11 PIERS JNrnCA'lt PI£R a..PAOTY Ill POOHOS P£R SOOM!E FOOf (P.S.F.} !J.l. lliYENSOOS Ill 801.0 TOO ARE L.OCAl!O!G R£0.1\!e OOE TO COOl1IH I.OMlflG BASEMENT/GRAWLS~AGE , I* ELECTRICAL ll!'-9 1/2 1' fi' II DRAIN #1 lC'-11 3/4~ 27' 10" DRAIN #2 38'-5" 1'-2" DRAIN ..113 58'-3 3/4" 2' 5' A WATER 65'-0" 2'-3'' + GAS &&OMAG-07 • THE MINIMUM NET AREA Gf VENTILATION OPENINGS fOR UNDER-FLOOR VENTILATION SHALL MEET THE MINIMUM REbiJIREMENTS Gf THE 2003 IRC OR LOCAL REbiJIREMEl!TS IF MORE STRINGENT • HITCH END I UTILITY DIMENSION ONE EGRESS ~INJXIW SOCIJLD llE PROVIDED IN EACH BASEMENT AND EACH ADDITIOOAL 5l.EEPING ROOM PER 200l IRC ORIGIN\ , ----------..J">Jr'c-:J-LL.I!W:l:HJ=""-''"ILII<""'-----------~~-\r J ~~ ------:3'-Q" ~-::: o~~R ----l_ :~~0: __ l --------------------------------------------------------~ : -----------------------------------------: ~ .~------C-ONcoc:~:~:~ tlOTE: THE R!M JOIST AlONG 1HE MARRIAG€ WAlL CONSISTS OF 1 1/2" X 12" it A ~ : ' / , L\I.IJNAlEO llEAM. BECAUSE Cf lHIS, SUPPORT PIERS ALONG 1HE MARRIAGE :, , , I UN£ MUST Be BUILT 2 3/4' SHORl!llll'.AillllE PSlllimR SUl't'ORl5. \ ! I l ~ l I : : : !, 15'-9"1 27'-9" I l ! ! ( ! : ,1! [ _ _::_,?rAil FOOllNG :JJ 1 I : 10 I I J 1 I 1 l I ! r-;;-1 ~-~n ~~ ~ asu1 r-;11 f~2! -~~-1 r~;;~ !a~J r--1 ~----j 1 I l ~ 1--i I ( I I I J ' 1 ! I 16585/ I I I I JI0317J JICE17! J!0252j : ! ~~~~5·~-~•·-·_11+--·~5~·-~·~·--4T--_-_·s~·~-•~·-·-~~~~s~·-~•·-·-~+--~s~'-~"~'·--+l-_' __ ~~~-~~·----1+--·--~q~·-~~·---·--41-~4~··~-o~'---~~-•~·~-B~'--~-~~--~·~·~-B~'--·-4·T_-_·~·~·-~e~·--·-41---_-_·~·~·-~7~"-+Hi 1 I ! ~27'-3" I 45·-s·LJ i I I 49'-5" ! I I ( : •• , ~~.~ I, 8' CONC!lE!E (BlOO< OR POURED) j I - --- -- - - - ----_j________ _ ______ j .U'-7" TO CfHTfli Of 0001> ------------] _,. 0 :::0 0 0 ...,., r- 0 )> = . Ol N . <D I + I '-' *> ------------------~-------------------------------~ ,----------------~-------------------------------l I I ~ : 11'-1-'5' f\!> ~>;fP 1 1 : 1 11 OPTIONAL -, l ~ !-uo.r-J OPTIONAL <D--11 I 4-INCH GAP ~ 1 (, ~ L-4-IN CH GAP I BTWN FTNGS BTWN FTNGS I I I I I llf4' /1~ I~ I I I I I ~ *" ~1 I ! 11 ----------------------r------------------------I I :L---------------------------~-------------------_j: I I I I I I I I I I I I ~ : I I I I I I I I I I I I ~L====-=-=-=========-===-=-===-======-=~~1====-=-=============-==-=-=-=-==-=-=-=-===-=-=-=-===-=-=-=-===-=-=======-1J I -":---_,__ __ ----rL .------------·--- - -~------- -------------------------.w . ~ '-' ~---------------------------------------------------------------76'----------------------------------------------------------------~ 2x RI PPED FOUNDATION PI..AN SCALE: f' = 1 '-0 " TO 2~" CONT~ ~ ~==========~========~··~ \== ~~~--------------~ ~ ~~-~====~~--------------\~~~~--------------------~~~ 1------ FOUNDATION SECTION SCALE: f' = 1 '-0" r H-1'-8 " QESIGN DATA: 1. ROOF LI VE LOAD = 20 PS F 3 . ROOF S NOW LOAD : FLAT ROOF SNOW LOAD = 40 PSF SNOW EXPOSURE FACT OR = 1.0 SNOW LOAD IMPORTANCE FACTOR = 1.0 THERMAL FACTOR = 1 .2 4. WIND DESIGN DATA: BASIC WIND SPEED = 90 MPH WIND IMPORTANCE FACTOR = 1.0 BUILDING CATEGORY = I WIND EXPOSURE = C INTERNAL PRESSURE COEF.= ±0. 1 B 5 . EARTHQUAKE DESIGN DATA: SE ISMIC USE GROUP ~ I Sos = 0.416 s,. = 0 .144 SITE CLASS = D BASIC SE ISMIC FORCE RESISTING SYSTEM LIGHT FRAMED WALLS = SHEATHED w/ WOOD STRUCTURAL PANELS STR!.JQIURAI. SCHE!:l!.JLE 0 TYPE SPF~ 1 CONC . FTNG. 2 CONC. FTNG. 3 CONC. STEM WALL 4 MUD SILL ANCHORS 5 MUD SILL 6 FRAMED WALL 7"x20"xCONT. w/ (2) #4's CONT. 11"x24"xCONJ." w/ (3) #4's CONT. 48"x6"xCONT. w/ (4) #4 HORS. CONT. AND #4 VERTS. @ 32" O.C. SIMPSON LMA's @ 48" O.C. OR )2"111 ANCHOR SOL IS @ 72" O.C. PRESSURE TREATED OR CONSTRUCTION REDWOOD 2x CONT. DFL STUD's @ 16" O.C . GENERAL QONCRETE NJTES: 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE INTERNATIONAL RESIDENTIAL CODE AND LOCA L ORDIIJANCES . 2 . CONTlRACTOR SHALL VERIFY ALL COND/TlONS AND DIMENSIONS PRim TO POURING CONCRETE . 3. ALL REINFORCING STEEL SHALL BE GRADE 60. 4. MIN. COMPRESS/YO: STRENGTH: fc=3000 ps i. 5. AL L EXTERIOR FOOTINGS SHALL BEAR BELOW FROST DEPTH, 6. CONTRACTOR SHPLL COORDINATE w/ MECHANICAL , ELECTRICAL AND ~RCHITECTURAL PRIOR TO POURING CONCRETE . PROVDE SLEEVES, BLOCK OUTS, ETC. AS REQUIRED FOR THE PROJECT. 7 . CONTRACTOR SH.ALL BE RESPONSIBLE FOR PROPER PLACEMEN T OF A_L ANCHOR BOLTS, HOLDOWN ANCHORS AND STRAPS, ET C. INSTALL AS PER MFG REQUIREMENTS. 8. NOTIFY ENGINEER OF ADVERSE SOIL CONDITIONS ENCOUNTERED DURING EXCAVATION, ALLOWABLE BEARING PRESSURE USED FOR DESIGN = 15DOpsf. 9. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL MATERIA L, OR ON PROPERLY PLACED AND COMPACTED ENGINEERED FILL. 10. AT EACH SIDE A~D AT TOP AND BOTTOM OF OPENINGS, ADD REINFORCEM:NT EQUIVALENT TO ONE HALF THE NUMBER OF BARS CUT BY THE OPENING, OR (2) #5 BARS, WHICHEVEI' IS GREATER. BARS PARALLEL TO PR INCIPLE RE INF0RCING SHALL RUN FULL LENGTH. BARS PERPENDICULAR TO PRINCIPLE REINFORCING SHALL EXTEND 2 +" BEYOND OPENING OR END IN A STANDARD HOOK . REBAR SPLIC ING SCHEDULE BAR SIZE MIN. SPLICE LENGTH 3 18" 4 24" 5 30" 6 36" APPROVED (JBJECl' 10 N01'ED S s & lNSPECflONS EX~~LD COUNTY BUILDING DEl'AR'fMENT GENERAL GRAPING toTES: 1. SLOPE FINISH G~DE AWAY FROM THE FOUNDATION AT A MIN IMUM :; PERCENT SLOPE FOR A MINIMUM DISTANCE OF 1 C FEET AWAY FROM THE FOUNDATION. 2 . FINISH GRADE AT THE FOUNDATION WALL TO BE A MIN IMUM 8" BELJW THE TOP OF WALL. 3. TOP OF FOUNOAlON WALL TO BE A MINIMUM OF 12 INCHES ABOVE 'HE DRAINAGE CURB PLUS 2 PERCENT OF THE DISTANC: FROM THE DRAINAGE CURB TO THE FOUNDAT ION. }D -~ ·c:ll By ~ )/ - Daft FIELD CO Y "?&::m:::::-r Jill' ~t aO REG ~~~---o:~ u; . . -~ / !lt ~ \:'f-5 -a_'J:(;Y ~ioiii\:~ ~ -.toME Ale 01.11 tl ._ .. • u t: H ~ 0 0 (_) 0 __J <( 0::: w 0 ""' 0 (_) <( ~ 0 IX) IX) • 0 0 ~ • 1-- (/) :::J 0 z - LL w -I (_) GLDN >- (II 0 z (J) 6 (J) > w ll:: ~ ~ ~ ~ ~ ~ ~ ~ ~ >< " >< u u u "' "' "' f fi r:. ~ ~ ~ ~ ~ ~ ~ ~ ~ z ~ >-' <::> z ~ < a "' w ~m a.. ~~ ! ~j:! ~~ ~ >t ~~ tJ~ z :;; :;; r--r-- ~~ "'~ ~~ <»" 0 0 ...J 0 <· ~ >::>: 0:::> 0 cro "' a.u a. a.w a. <a:: < z ~ ()_ z 0 -~ 0 z :::J 0 LL I-"' Ow !!3m a;:;; a::::> a..z VI LLA CLIENT SHEET No. 1