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Home My WebLink AboutApplication - PermitGarfield County I NO. 10146 I Building & Sanitation Department 108 Kh Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 Job Address co4 Lo EDljlo. ~ / c ± : J?a V'Ot chu ~ c 0 :a I ((J ~ 5 I I LO-c52- Nature of Work Building Pe rmit 2-40 "] -/ 7 2--i I ~o 52---f:,vs t-eat~les PolY\~~ U s eofBuilding 5 )£on c.--sp. j;..) I c eN pa. flo "'t a+t: ,;;CtVD~~ r . I 1 () J Owner 61acJs Do~ EruiDcp ri5Q I LLC Contractor A C0 Cnn-sdJvcfbvs 1 l_l <C Amount of Permit $ f9 0 3. ~~ Date /0 { ~ / LCD4? ' Clerk ~ V \()J(\ ~ q \S \OlQ GARFI E LD COUNTY BU ILDING PERMIT APPLICATION 108 8 "" Street, Suite 401, Gl en wood S p rings , CO 8 1601 Pho n e: 970-945-8212 I Fax: 970-384-3470 I l napection Line: 970-384 -5003 Permit No: \ Q \ L{ l9 1 I J obAotlr L E.-.>k? lCb.r-{ Lot No : f, -,) Block No: :)1 ~::nr 6 Usc of Building: () ~--; ~t! ;.;t ('.,# .. T /'r,/ 7 Describe Work: Class of Wor k : ,s<l New 9 Garage: 'f 0~ 10 0 On-Site Sewage II 1ll1S PERMIT BECOMES NULL Ai'ID VOID IF WORK OR COXSTRUCTION AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TI ME AFTER WORK IS COMMENCED . I HEREBY CERTIFY THAT I HAVE READ AND EXAM I NED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CO RRECT. ALL PROVI SI O:'IS OF LAWS GOVERNING THIS TYPE OF W ORK WI LL BE COMPLETED WITHIN WfiETHER SPECI FIED li EREIN OR NOT. TH E GRANTING OF A PER MIT DOES NOT PRESUME TO G I VE AUTHO RITY TO VIOLATE OR CMCEL 1llE PROVISIONS OF ANY OTH ER STATE OR LOCAL LAW REGULATING CONSTRUCTI ON OR THE PERFORMANCE OF CONSTR CTION. Dis posal Zoning: Carport: /1-'" / /J ...1---Si te Plan Adj u sted Valuations: S Setb ack s: ~~-t;Q _Manu . H ome: I SDS ~F ~ A_, D ~-6<t~, L . FT. ROVAL/DATE_ _ AGREEMENT PERMISSION IS I·IEREBY GRANTED TO THE APPLICANT AS OWNER , CONTRACTOR AND/OR THE AGENT OF T ilE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPEC I FICATIONS SUBMITTED TO AND REVIEWED BY T HE B UI LDING DEPARTM E NT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERM IT, TH E SIGNER. H ER EBY AGREES TO COMPLY WITH ALL BUI LD I NG CODES AND LAND USE REGULATIONS ADOPTED BY G ARFI ELD COUNTY PURSUANT TO A UTHORITY GIVEN LN 30 .28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDI NANCES ARE NOT FULLY COMPILED \VITH I N TH E LCOATION, ERECTION, CONSTRUCTION , AND USE OF TH E ABOVE D ESCRIBED STRUCTURE, TH E PERMIT MAY BE REVOK ED BY NOTICE FRO M THE COUNTY AND TH AT TH EN AND THERE I T SHALL B ECOME NULL AND VOID. THE ISSUANCE OF A PE R/. I T BASED UPON PLANS, S PECIFICATIONS AND OTHER DATA SHALL NOT PREVENT TH E BUI LDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS I N SAID PLANS, SPECIFICATIONS AND OTHER D ATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WH EN I N VIOLATION OF TliS CODE OR ANY OTHER ORDI NANCE OR REGULATI ON OF THIS JURISDICTION. TH E REVI EW OF SUBMI TTED PLANS AND SPECI FICATION S AND I NSPECTIONS CO NDUCTED TH EREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIA BLITIES BY GARFIELD COUNTY FOR ERRORS, OMI SSI ONS OR DISC REPENC IES. TH E RESPONSI BILITY FOR THESE ITEMS AN D IMPLEMENTATI ON DURING CONSTRUCTI ON RESTS SPEC I FICIA LLY WITH THE ARTI CTECT, DESIGNER, BUI LDER, AND OWNER. COM M ENTS ARE I NTENDED TO BE CONSERVATIVE AND IN SUPPORT OF T HE OWNERS LNTE REST. I H EREBY ACKNOWLEDGE THAT IIIAVE READ AND UNDERSTAND THE AGREEMENT ABOVE {I NITIAL): _____ :=-.._--~---~ ~2..\~'-\.~5 (h~()2 S 9 D6 The fo ll ow in g i tems are required by Garfield County for a final ins pection: 1. A fin al El ec tri cal In spec tion from the Co lorado State Elec tri cal In spector; 2 . Perman ent address assigned by Ga rfi eld County Building Depa rtm ent pos ted where rea dil y vis ibl e fr om access road ; 3. A fini shed roof, a lo ckab le house , co mpl ete ex terior siding , ex ter io r do ors and wind ows in stalled , a comp lete kitc he n wit h cab in ets, a s ink with hot & co ld runnin g water, non-ab sor bent kitch en floor coveri ngs, count er tops a nd fini shed wa ll s, ready for stove and refri ge rato r, all necessa ry plumbing; 4 . All bathrooms mu st be co mplete , wi th washb ow l, tub or showe r, toi let stool , hot and co ld runnin g wa ter, non-absorbent fl oors and wa ll s fini shed and a privacy door ; 5. All steps ou ts id e or insi de ove r thr ee (3) steps mu st have handrail s, gua rd rai ls on balco ni es or decks over 30" high co nstr ucted to a ll !BC and !RC requirements; 6. Out side grad ing don e to where water will detou r away from the build ing; 7. Exce ptions to th e out s id e steps , decks and gradi ng may be mad e upo n th e demonstration of extenu ating circum stances, i.e. weat her, but a Ce rtifi cate of Occupancy will not be issued until all th e req ui red item s a re co mpleted and a fi na l in spec ti on made; 8. A fin al in spe ction sign off by the Garfield Co unty Road & Bridge Dep a rtment for driveway install at io n, where app li cab le; as well as any final sig n off by the Fire Di strict , and/or State Age ncies where app li cab le. A CER TIFI CA TE OFOCCU PANCY WILL NOT BE ISSU ED UNTIL ALL THE ABOVE ITEMS HAV E BEEN COMPLETED. ****CANNOT OCCU PY OR USE DW ELLI NG UNT IL A CE RTI FICATE OF OCCUPANCY (C.O .) IS ISSUE D. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WI LL BE CONS IDERED AN IL LEGA L OCCUPA NC Y AND MAY BE GKOUN US FOK VACAT ING PREM ISES UN TIL ABOV E COND ITIONS ARE MET . I understand and agre e to ab id e by th e above co ndition s for oc cupa ncy, u e, n th e iss uance of a Certi fi ca te of Occ up ancy for th e dwelling und e r bu il ding pennit # ~~'-'--'--'"""--- S ignature Bpapp li catio nfeb 20 06 Date VALUATION/FEE DETERMINATION Finished (Livable Area): /> ,1 118 Main j5;t. A 11f"V =-II 3,217 ~ Upper Lower Other Basement: Total Square Feet Valuation Unfinished Conversion ofUnfmished to Finished Plan Check Fee for Conversion Valuation Garage: tj?o f ;g-f2£ .Jtrh l/O~ Valuation Crawl Space: / S/~ XCf$ J; ~(p)ftJ¢- Valuation Decks/Patios: · I)O J 00 Covered t.j <t X 2 £f-:::-//52 ,_ Valuation Open Valuation Subdivision 1-rfi-Sf-Eaofe~ f~r Lot/Block 52- Cootractor /;C8 ~~ · f.p, b5 -o~ Total ValuatioJPj 3 ~ GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended und er a permit app lic a tion and expedit e the iss uance of a petmit it is import ant that compl ete infonnation be provided. When reviewing a plan a nd it's di scovered tha t require d informati on has not b ee n provided by th e applic an t, thi s wi ll result in the de lay o f th e p ermit iss u ance and in proceeding with building constm ction . The owner or contractor shall be required to prov ide thi s information be fore the plan rev ie w can proceed . Othe r plans that are in lin e for re v iew m ay be g ive n attention be fore the n ew information may be reviewed after it h as been pro v id e d to the Building Department. Please review this document to determine if you have enough information to d es ign 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. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To prov ide for a more und e rstandabl e pla n in order to d e te rmjn e compliance wi th the building, plumbing a nd m echanical cod es, applica nt s are requested to rev iew th e fo llowing c h eckli st prior to and during des ign. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plan s must include a floor plan , a co ncrete footing and fo undation plan, e levation s a ll s ide s with decks, balcony, steps, hand rails and guard rails, windows and doors , including the finish grade lin e and original grade. A section showing in detail , from the bottom of the footing to the top of the roof, including re-bar , anchor bolts, pre ss ure treated plate s, floor joists, wall studs and spacing, in sulation , sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window sc hedule. A door schedule. A floor framing plan , a roof framing plan, roof mu st be designed to with stand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth . All s heets to be identified by number and indexed. All of the above requirements mu st be met or your plan s wi ll be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the pro petty lin es from each corner of the proposed structure(s) prepared by a licen sed surveyor and ha s the surveyors signature and profess ional stamp on the drawing? Properties with slopes of30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a stru cture within 50 ft. of a prop erty line and not within a previous ly surveyed build in g envelope on a subdivi sion final pl at sha ll be prepared by a licensed surveyor and ha ve the surveyo r's s ignature and professiona l s tamp on th e drawing. Any structure to be built within a building e nvelop e of a lot shown on a reco rd ed subdi v is ion plat sha ll in c lud e a copy of the building enve lope as it is shown on th e final plat with th e proposed structure located within th e,..,enve lope. Yes ,..,..,~ 2. Do es th e s ite plan also in clud e any other buildings on th e property, se tback easemen ts and utility easement s? Plea se refe r to Section 5.05.03 in the Ga rfie ld County Zoning Reso luti on if the propetty you are applying for a building pe tmi t on is lo ca ted on a corner lot . Specia l se tback s do apply. Yes / 3. Does the si te plan include when app li cable the location of the l.S.D.S. (Individual Sewage Di spo sa l System) and the distances to the prop ert y lines , wells (on subject property and adjacent propetties), streams or water courses? Yes ./": 2 4. Does the site plan indicate the locati o n and directi on of the County or private road accessin g the property? / Yes ___ :..../ __ 5. Do th e plan s include a fo unda ti on plan indicating the siz e, location and spac in g of a ll re inforci ng steel in accordance w ith the IRC or per s tamped e ng in eered design ? Y es ,7 P 6. Do th e pl an s indicate the location a nd size of ve nt il a tion openings for under floor crawl spaces a nd the clearances re quired between wood and earth? Yes ..---- 7. Do the plans indi cate th e size and location of ven til a ti on openings for the atti c, roof joist spaces a nd soffits? Yes ______ _ 8. Do the plans include de sign loads as re quired by Garfield County for roof snow loa d s, (a minimum of 40 pounds per squa re foot up to & in c lud ing 7,000 feet a bove sea level), floor lo ads a nd w ind loads? Yes ~ 9. Does the plan include a building section drawing indi cating foundation , wall , fl oor, a nd roof con struction ? Yes / I 0. Does th e building section dr awing include s ize a nd spacing of floor joists, wall studs, ceiling jois ts, roof rafter s o r joi sts or trusses? Yes ..---- 11 . Does the building sectio n drawing or other detail in c lude the method of pos itive connection of a ll columns and beam s? Yes ~- 12. Does th e e levation plan indicate the he ig ht o f the building or proposed addition from t h e undisturbed grade to th e midpoint b etween the rid ge and eave of a gabl e or she d roof or the top of a fl at r~ (Building he ight measurement us u a ll y not to exceed 25 feet) Yes _____ _ 13. Does th e plan include any s tove o r zero c leara nce fire place pl am1 e d for ins ta ll at io n including make a nd model a nd Colorado Ph ase II certificati o n s or phase II E PA certifi cation? Yes No ------- 3 14. 15. 16. 17. 18. 19. 20. 21. 22. 23 . Does th e plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? / Yes No _________ ~ ____ __ Does th e plan include a window sc hedule or other verification that egress/re sc ue windows from sleeping room s and/or ba sements comply wit h the requirements of the IRC? Yes / No ______ _ Does the plan include a window schedu le or other verification that windows pro vide natural light and venti lation for all habitabl e rooms? Ye s No ______________ _ Do th e plans indicate the location of glaz ing subject to hum an impact such as glass doors , glaz ing immediately adjacent to s uch doors ; gla zing adjacent to any surface normally used as a walking surface; s lidin g gla ss doors; fixed gla ss panels; shower doors and tub enclosure s and specify safety g laz ing for the se areas? Yes ~-No -------- Is the location of all natural and liquid petroleum gas furnace s, boilers and water heaters indicated on the plan ? Yes ~-No -------------- Do you understand that if you are building on a parc el of land created by the exe mption process or the subdi vision process, are building plans in compliance with all plat notes and /or covenants? Yes ---· No -------------- Do you und erstand that if you belong to a hom eo wners associati on , it is your res ponsib ility to obta in wr itten permi ss ion from th e associati on , if required by that asso ciation, prior to submitting an application for a building permit? T he building permit appli cation will not be accepted without it. Yes ~-No -------- Will thi s be t ~only residential stru cture on the parce l? Yes ~ No Ifno-Exp la in: _______ _ Have two (2) comp lete sets of construction drawings been submitt ed with th e application ? Yes ,.--- Do yo u und erstand that the minimum dimension a hom e can be on a lot is 20ft.wide and 20ft. long? Yes / No ____ _ 4 24. Have you designed or had this plan designed while considering building and other co nstruction code require m e nts ? Yes ~ No __________ _ 25. Do your plans comply with all zoning rul es and regulations in th e County related to your prope rti es zone district? Yes ~ No ------- 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building D epa rtment? Yes ~ No __________ _ 27 . Do you unders tand th at approval for des ign and/or construction c hanges are required prior to th e application of these changes? Yes ~ No __________ _ 28. Do yo u understand th a t the Building Department will collect a "Plan Rev iew" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" a s well as any "Road Impac t" or "Septic System" fees require d, at th e time you pick up your building perl'!}it? Yes / No ·---------- 29. 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 from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes __ _;/:::..__ .... _ No. ________ _ 30. Are you aware that reque st ing in spections on work that is not ready or not accessible will result in a $5 0.00 re-inspection fee? Yes / No. _____ _ 31. Are you aware that yo u are required to call for all inspections required under the IRC in c luding approval on a final in s pection prior to re ceiving a Certificate of Occupancy and occupancy of the building? Yes / No ------------ 32. Are you aware that the Permit Application mu st be signed by the Owner or a written authority being g iven for an Agent and that the pa rty responsible for the project must comply with th e IRC? ~ Yes ~ No __________ _ 5 33 . Are you aware tha t prior to s ubmi tta l of a building petmit appl ica tion you a re required to show proof of a driveway access petmit or obta in a st ate ment from the Garfield County Road & Brid ge Department stating one is not necessary? You ca n contact th e Road & Bridge Departm e n~5-86 0 I . Yes . No ____________ __ 34. Do you understand th at you w ill be req uired to hire a State of Colo ra do Li cense d E lectri cian and Plumber to perform in sta ll a ti o ns and hookups, unless you as th e homeowner a re performing the work? The license number of t he person perfonning th e work wi ll b e required at time of appl icable in s pection. Yes --No ______________ _ 35. Are you aware, th at on t he front of the Building Permi t Application you wi ll n eed to fill in the Parce l/Sch edul e Number for th e lot you are applying for thi s petmit on prior to s ubmittal of a building pe tmit app li cation ? Your attenti on in thi s i s appreciated. Yes No ________________ _ 36. Do yo u know tha t th e local fire di stri ct may require yo u to s ubmit plans for the ir review of fire sa fe ty issues? Yes / No (please check with th e building d e partment about thi s requirement) 37. Do you under stand th at if yo u a re planning o n doing a n y excavating or g radin g to th e property prior to iss ua nce of a building p e tmit th a t you wi ll be re quired to obta in a grading p e rmit ? _ Yes / I hereby ac knowl edge that I have read, understand and answered these questions to the best of my ability. ~ ~~ ---~-r~~~>-·~_c._. ________ __ /s ig nature of Owner Date Phone: £1-?0 · ,)/c)-oo,rd (d ays); _____________________ (evenings) Proj ect Name: 1-:::;~r £>1~z t."/'f?....__. Proj ect Address : ..... o/.._f. __ ___..../?'--~" ;.._;,_,_~ ____ _.Lc----""o""',_..y,L..:.-/ ____ ---I•I:'-"?....:.C9-'-'T/.'-'-J.-'-.,.._,_'.,...,....:.~_, __ _:_M~.a"'"'""'-' _______ .G-=---'-t----=-? .:....> .... __ _ Notes: If you have answered "No" o n a ny o f the questi on s, yo u may be re quire d to provide thi s information at the r equest of the Bui ldi ng Official prior t o beginning the p lan review process. D e lays in issuin g the permit a re to b e expecte d. Work m ay no t proceed w ith out the iss uance of a pe rmit. I fit is detetmine d by the B uilding Officia l that additi o nal infmmat ion is necessary to revi ew th e ap plica tion a nd plans to deter mine minimum compli ance with the adopte d codes, th e application may be placed b e hind more rece nt app l ications for building permits in the review process and not rev iewed until re quired in forma tion has b ee n provided a nd th e a ppli cation rotates aga in to fi r st 6 ... po s ition for rev iew, delay in iss uance of the permit or delay in procee ding with construction. BpminreqFeb2005 7 PLAN REVIEW CHECKLIST Applicant /J!~ J)ad= Building vEn"gineered Foundati o n ~Driveway Permit ..........--Surv eyed Site Plan ~ptic Permit and Setbacks ~rad effopog raph y 30% Date 9 • ..2 _s-;-& G ~ning/Zoning _/p_Prroopr erty Line Setbacks ~Oft Stream Setbacks ~ood Plain /a:ildin g Height __6ing Si gn-off s~ ~ch Re sidential Plan Revi ew List ~::;,....-.----....::~~ - -~irnum Appli cati o n Questionnaire ~division Plat Note s ~alu a ti o n De t erm in a ti on/Fees _--R"ed Line Plans/Stamps/Sticker ~ch Conditi ons ~licat i on Signe d ~1 Reviewer To Sign Application ~reel/Schedu l e No. __ Gradeffopograph y 40% __tfJp1an nin g Iss ues ._,.. __ Subdivision Plat No tes /t/14-40# Snow l oad Letter::-..Mam~Tl'T!\'~-...:r.:=~- ~o il s ~r. Aug .31 .. 2006 -1,2:25PM -Colorado Her it age Rea l Es tate Co . ·;t.r f: a lorado ~····~~i\\ ~y ~~ . ; eritaue 2'ft'J!,. .. · . 0' .. ,., .. ·Real Est:a.te Company IJZ~ Aiq>vn Ro:td R i lkCOW~)O Coli : 970-274-3341 dsmith@ooloradoheritage .com www.BiaekDogTheBroker.com 011rren Smith, e·PRO BI'Ok.er Associate FACSIMILE TRANSMITTAL SHEET COMPANY : FROM: {). 1/~f~. FAX NUMBER: 7?(}-311-3tfl() PHONE NUMBER: RE: TOTAL NO OF PAGES: -~URGEN.T -~FOR REVIEW __ PLEASE COMMENT __ PLEASE REPLY NOTICE: This facsimile cover sheet and any documents or other corre!3pondence sent with It constitute confidential informat ion, which is intended only for the named recipient. If you have received this fa~imil6 in error, please Immediately notify us by telephone to arrange for its retu rn. Any disclosure, copying, distribution or the taking of any action concerning the contents of this facsimile by anyone other than the named recipient is strictly prohibited. Thank you. NOTES/COMMENTS; 0401 !uroyo Drive Parachute., CO 81635 (970) 285-9700 Fax (970) 285 -7890 www.coloradoheritage.com 800-545-6372 1425 Airport Road Rifle, CO 81650 (970) 625-8910 F~ (970) 625-8920 Aug .31 .. 2006 1.2:25PM Colorado Heritage Real Estate Co BLACKDOG ENTERPRISES , LLC Darren and Shari Smith 1460 Dogwood Drive Rifle, Colorado 81560 Thursday, August 31, 2006 To whom it may concern: No .1443 P. 2 Darren and Shari Smith ofBlackdog Enterprises, LLC has contracted Curtis Brammer of ACB Constructors to build a home on lot 52, of Eagles Point Subdivision in Battlement Mesa, Colorado 81635 (also know as 46 Eagle Court). As managing member of Blackdog Enterprises, LLC I give permission for Curtis Brammer to apply, submit, sign, and pay for any and all pennits required for said project on stated property. These permits are to include, but not limited to building pennit from Garfield County. Darren Smith, Managing Member Blackdog Enterprises, LLC 97tJ--z 7tf-JJt/ I •• • • Mr. Curt Brammer ACB Constructors LLC 1310 Monument Ct Fruita, CO 8\521 HARTMANN ENGIN:EERING INC 1266 Tcxa1 Avenue Gram! Junction, CO 81501 970-245-6200 Email: burtham@bresn!l!l.net September 26, 2006 Re: Lot 52 Eagle Point Subdivision, 46 Eagle Court Battlement Mesa, CO 81635 Site Tn$pection r observed the test pi'!$ (2) on this Jot prior to house construction on August 24, 2006. Two pits were dug by th10 backhoe on the site previously to observe the soils character and suitability for residential foundation comtruction. The soils we.ro typical of moW\tainside development and consisted of fiDe rock flour, clay-like material with large pi~ces of basalt rocks embedded in the soils. Soils ~ entirely suitable for the single story residence planned for the site. Very truly yours, I I II ~ :"1 ! ~ -~ ~ • 1 f~' 1'11 ! -,-,-I I -I --,-, • :I I , I 1:0 :3~\ld ~:3fl~nl A.Oll\11\ L TL89P1:0L6 PE:L0 9001:/LI:/60 CONDITJONS OF APPROVAL or DISAPPROVAL ]. 8. 9. . 10. 11. 12. 13. P0 39tld No sitework or building construction may proceed on any Lot (including no pre liminary si te clearing, grubbing, grade alteration, storing of material, foundation excavation, extension of underground utilities, etc.) until the Project has received a Project approval from the Architectural Committee and has been issued a Building Pe1mit (as required by Garfield County for new home or Renovation projects). All general btlilding and site improvements construction for any Project shaH be completed and shall have issued a Certificate of Occupancy from the Garfield County Bu il ding Department no later than one (l) venr after the issuance date of this Architectural Committee Approval. The complete landsc (lping and revegetation of the improved Lot, to specifically include the front , side and .mru: yard areas, shall be completed no later than six (6) months from the date ofthe Certificate of Occupancy. If the selection of colors and /or landscaping plans are not in cluded with this application they must b submirted for approval before any action is taken to install the missing items. ~~~ Date: ~ ~ <(-?tJ _u ~38Wnl A..:ll l t/1\ L 1L89vl0L5 To:9702458717 Overholt Tr~ss LLC To: Deliverv List 1796 Hwy 50 VALLEY LUME Delta, Co 81416 ERGJ Job Number: Phone: (970)!174· 7070 Fax: (970)874-7068 432 NORTH AVE Page: 1 Project: ACB Constructors Block No: Grand Junction , CO 81502 Date: 08-1 0-2 006 -1 0 :4:11AM Model : Lo t No: Project lD: S483CVL Contact : Site: Office: Deliver To: AC(;ount No: 363503740 Name: Cunis Designer. Jordan Phone: 242-1736 Salesperson: JORDAN Fax: 245-X7 17 LOADING 30-10-10 Tentative Dcliv erv Date: Profile: Qty: Truss ld : Span : Truss ~ype: Slope: LOH ROH I oad By: 3 • 9-I ~ 2 CJ1 8-4-0 ROOFT uss 4.24 I-5-0 0-0-0 30 lbs. each 0.00 2-I I -II I Gl 8-7-0 ROOFT RUSS 6.00 I -0 -0 I -0-0 ~ 31 1hs. each 0.00 4-9 -15 ~ I G2 16 -0 .0 ROOF uss 6.00 1 -0.0 I -0-0 64 lbs. each 0.00 6 -3-15 ~ l G3 22 -0 -0 ROOF ~uss 6.00 0-0-0 1-0-0 t 15 lbs . each 0.00 6-0-2 ~ I GRI 20. 0. 0 ROOF l RUSS 6.00 1-0 -0 0-0-0 152 lb s. each 2X612X 1U I Row I Brace 0.00 (1) 2·P1y 6-6-2 ~ 2 GR2 22.0-0 ROOF RUSS 6.00 0-0-0 1-0-0 146 lbs. each 2X6/2X IO 2 Rows .t\t Brace 0.00 • 9 -9 . .LI~/N 1 HI 3 4 -0-0 ROOF RUSS 6.00 I -0-0 0-0-0 130 lbs. each 3 Rows ..al Urde< 0.00 -9.9 /IZl"'J:?KI I HIA 34-0-0 ROOF RUSS 6.00 I -0 -0 0-0-0 132 lbs. each I Row t Bruce 0.00 5-9-9 ~VN/N 1 H2 34-0. 0 ROOF 'RUSS 6.00 I· 0-0 0-0 -0 14 3 lbs. each 3 Rows ..al Brace 0.00 5-9-9 /fCI/I"J/1"-J 1 H2A 34-0. 0 ROOF RUSS 6.00 t -0·0 0-0-0 140 lbs. each 3Rows .at Brace 0.00 ~ ~-9-9 I H3 34.0. 0 ROOF RUSS 6.00 I -0-0 0 -0 -0 139 lbs . each I Row l.ot Brace 0.00 ~~ ~-9 -9 I H3A 34.0-0 ROOF RUSS 6.00 I ·0 • 0 0-0-0 133 lbs. each 2Rows 1..11 Brace 0.00 ~ f7-9-9 I H4 34-0.0 ROOF lWSS 6.00 I -0-0 0-0-0 135 lb s. each 2 Rows l..al Brace 0.00 L:I<N~ 7-9 -9 J H4A 34-0. 0 ROOF RUSS 6.00 I· 0· 0 0 -0·0 127 1bs. each 3 Rows lat Brace 0.00 ~ 8-9-9 1 HS 34.0 . 0 ROOF' RUSS 6.00 t -0 ·0 0 -0-0 140 lbs. each 2 Rows lal Rmce 0.00 ~ 8 ·9 -9 1 HSA 34-0.0 ROOF RUSS 6.00 1-0-0 0-0-0 132 lb s. each 3 Row! Lat Brace 0.00 3-II· 12 ¢3 ·I -12 ~~k'N I HGl 34. 0. 0 ROOF RUSS 6.00 I -0-0 0 -0 -0 181 lbs. each 2X612X6 3 Row Lat Brace 0.00 ' 3 · t I -12 AZJS~t..r~ I HGIA 34 -0-0 ROOF ~Russ 6.00 I -0-0 0-0-0 18 1 lbs. eac h 2X612X6 2 Row l..at Brace 0.00 I -9-12 4 Jl 1-ll-11 ROOF ~uss 6.00 t ·0·0 0-0-0 .¢. 61bs. each 0.00 ~. 9. t2 4 J2 3-11-11 ROOF RUSS 6.00 t -0-0 0 -0-0 ...c:. II lb s. each 0.00 AUG ~10-20 06 10:45 From : To:9702458717 . Overholt Truss LLC To: Deliverv List 1796 Hwy SO Delta, Co 814t6 VALLEY LUM ERGJ Job Numb et~ Phone: (970)874-7070 Fax: (970)874-7068 432 NORTH AVE Page: 2 Projoct ACB Construc tors Block No : Grand Junction , CO 81502 Date : 08-10-2006-10: 4:11AM Model : Lot No: ProjectiD: S483CVL Co ntact : Site : Offi ce: Deli ver To: Account No : 363503740 Name : Curti s Designer: Jordan Phone : 242-1736 Salesperson: JORDAN Fax· I74~-K717 LOADING 30-10-1 0 Tentative Detiverv Date: Profile: Qty: Truss ld: Span : Truss Type: Slope: LOH ROH ~ad By: 3 -9-9 L. 30 .JJ 5·11-4 ROOF RUSS 6.00 1 -0-0 0-0-0 16 lbs. each 0.00 5-9-15 ~ I T1 20-0-0 ROOF RU SS 6.00 1 -0-0 1-0-0 88 lbs. eac h 0.00 5-9· I S .~ 8 TIA 20-0-0 ROOF !Russ 6.00 I -0 -0 I -0-0 69 lbs. each 0.00 -9 . 15 ~ 2 TIB 20-0-0 ROOF R USS 6.00 I -0-0 0 -0-0 68 lbs. each 0.00 -11 -1 1 3 T2 8-7-0 RO OF RUSS 6.00 1 -0 -0 1-0 -0 ~ 261bs. coch 0.00 ·9 -15 61» I T3 16-0-0 ROOF' RUSS 6.00 I -0-0 1-0-0 54 lbs. each 0.00 ~ ~. 3 -15 1 T4 22-0-0 ROOF RU SS 6.00 0 -0-0 I -0-0 74 lbs . each 0 .00 ~ ~. 3-15 I TS 34-0-0 KOOF !Russ 6.00 1-0-0 0-0-0 133 lbs . e ~c h 3 Rows Lat Brnce 0.00 ~ ~. 3. 15 2 TSA 34-0-0 ROOF RUSS 6.00 I -0-0 0-0-0 128 lbs. each 2 Row s La! Brac e 0.00 ~ ~-3 -15 s T6 31 -0-0 ROOF 'Russ 6.00 I ·0-0 0-0-0 125 lbs. each 2 Row s l.at Brace 0.00 MISC. ITEMS Quant icy: Description : Above listed item s have been roccived in good cond iti on . (excepti ons listed to right). Roceivod by: Date : Thank You for your Bu sin ess . 17-AUG-2006 09.: 17AM FR OM-Blancha rd Insu ra nce/HUB ln ternationaiSVI 9702458016 HUB International Southwest Blanchard Insurance Group PO Bo x 60130 Grand Junction, CO 81506 970-245-8011 970 -245~8016 FAX Date: August 17, 2006 To: Edc Dougherty Home Loan Invesm1ent 2416510 Re: ACB Constructors LLC Curtis BrammeJ: T-300 P.OOI/002 F-831 Following is a certificate of liability insurance for ACB Constructors LLC. The ins1..uance premium fo r a builders risk policy for property in Battlement Mesa at a value of $183,00 0 would be $42 1. Thank you. Cc: Curtis Brammer 2458717 I 7-AUG -2006 09.: I 7 AM .FROM-Si antha rd lns urant e/HUS lntern at i onaiSW 9702458016 T 300 -P.002/002 F-831 jjCORD.. CERTIFICATE OF LIABILITY INSURANC E CSR. c.:~ I 08/17/06 ACBC0-1 P~OOUC £R THIS CERTIFICATE IS IS SUED A S A MATTER OF INFORMATIO N HUB Internatio nal Southwest ONLY A ND CONFERS NO RI GHTS UPON T HE CE RTI FI CATE Blanchard tnauran ce Group HOLDER. THIS CERTI FICATE DO ES NOT A MEND, EXTEND OR P .O . BOX 60130 AI... TER THE COVERAGE AFF ORDED BY TH E POLICI ES BE LOW . Grand J u nction co 815 0 6 Phon e: 970·245-8011 Pax:970 -24 5 -80l6 INS UR ERS A FFORC I NG COVERAGE NAIC# INSURED INSURER A; u nited F i ~e & C a su al ~ INSUR~II: ACB Co natruc t ore, LLC INSURERC: 131~ Monument court INSURERO: :Fru ta co 8 1521 INSURERE: COVERAG ES THE F'OLICIES OF INSURANCE LISYED BELOW HAVE BEEN ISSUEO TO THEINSUJ'{EO NAMED ABOVE I"OR THE POLIC Y PER IOD INOIC ... TED. NO'I'WnrHSTAN DING ANY RI:CU IREMENT , TJ:RM OR CONDiliON OF ANY CO NTAACY OR OTHER DOCUMENT WITH RI'SF'ECT TO WliiCH THIS CERTIFICA Ti! M ... Y BE ISSUED OR MAY PERTAI N, THE INSURANCE AI'FOROEO BYTHE POLICIES DESCRIBED ~IEREIN IS SUBJECT TO ... L~ THE TERMS, EXCLUSIONS AND CONDil'IONS OF SUCH POLICIES. AGGR!i:GATE LIMITS SHOWN MAY HAVE i!l!i:EN REDUCED BY PAlO CLAIMS. ~~~~'tt! TYI'Ii OF INSURANCE! POLICY NUMBI!R "o1WV,.~lvf!J~A'f:iP~~IiiYY1 " UMITS ~NgRAI. LIABILITY I!ACH OCCURRIONCI' $ l ,OOO,OOO ~~~A~~~~nce)_ -A ll COMMfflCIA\. GENERA~ LIABILITY 60331609 12/10 /0 5 12/l0/0 6 $ 100 000 :J CLAIMS MADE ~ OCCUR MEO EXP (Any ono person ) $ 5 000 - PI!RSONAL & ADV INJURY $ l..LOO O..LOOO r- GENI<AAL AGGREGATE $ 2. c 000 ,_000 r-2 000 00 0 GcN'L AGGREGATE LIM IT APPLIES PER: PRODUCTS -COMP/OP ... GG $ ~~POLICY n ~~T n ~OC AUTOMOBI LE LIABILITY COMBINED SINGLE LIMIT -$ ANY AUTO (I"& accident) -ALL OWNED ... UYOS BODILY INJUJ'{Y -$ SCHEDULED AUTOS (P er parson) 1- ~IIREO AUTOS BODILY INJURY ,_ $ NON·OWN J:D AUTOS (Pe r D(CIQenl) f-- r-PROPEiRTY OAMAG!i: (Per ecddonl) s OARAGE LIABILITY AUTO ONLY· EA ACC IDENT ~ RANYAUTO OTtiERTHAN EAACC s AUTO ONLY: AGG 5 EXCESS/UMBRELLA LIABILITY EACH OCCURRENCe $ ~OCCUR D CLAIMS MADE AGGREGATE s s ~ DEDUCTIBLE 5 RETENTION s $ WORKJ;RS COMP ENSATION AND . hb"il~~~l¥& 1 ]u~/t EMPLOYERS' LIAB ILITY E.L. f!ACH ACCIDENT $ ANY PROI'RIETOAIPARTNERIEXECUTIVE OFFICEIVMEMBER EXCLUDED? E.L. DISEASE· EA EMP~OYEE S g~~~~~t'~~Jv'ffif6~s beloW f.L DISEASE ·POLICY LIMIT 5 OYHER DESCRIPT ION OF OPERATIONS I LOCATIONS I VEHICLES I EXCl-USIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANC ELLATION 0 0 00000 SHOULD ANY OF THE ABO VE OI!SCRIBeO POLICIES BE CANCJ:Lt.eO DEFORE THI! EXPIRATION DATETHE REOF, TH e IS$UINB INSURER WilL ENDEAVOR TO MAIL ±.9__ PAYS WRITTEN Hom e Loan Investment Co NOtiCE TO THe C ERTI~ICATE HO~DER NAMfD '1'0 THE LI!FT, IIUT ~AlLURE TO 00 SO SHAll 205 N 4th Street IMPO&I! NO OB LIGATION OR UAIIILI TY 0~ ANY KIN D UPON TH E IN SU RER , ri'S AG f N'l'S OR Grand Jun c t ion co 6 1501 r~, REPRJ;;SfNTATIVES. AUTH ORIZE D REPR ESI!NTAli VE ~ .:> . <.. (_ Cathv S o nuner.s · · · ~..-~~ ACORD 25 (2001/08) ®AC ORD CORPORATION 1988 . . SPECIFICATIONS THIS AGREEMENT, Made as of8-25, In the Yearof2006, Between the Owner: BLACKDOG ENTERPRJSES LLC. l -t60 DOGWOOD D.RIYE RlF L F., CO. 8 1650 (97 0) 2 7-l-334 1 And the Contractor: AC B CONSTR UCTORS LLC. 2 05 12 12 17 J No r t h C h e n ·y S t. Frui ta C o. 8 152 1 (97 0) 2 70-00SO For the Project: EAG L ES POI NT 52 46 EAGLE COURT BATTLEMENT MESA, C O. 8 16 35 DIVISION 2. SITE WORK 02230 -Site Clearing -Clear and g rub the construction site. Grade building site with appropriate soils . Existing trees to remain shall be marked prior to clearing and protec ted to prevent damage . lf any damage is done to walkways, driveways, etc, needed repairs shall be provided by the contractor. Repair or replace any damaged vegetation or terrain that is indicated to be protected or is more than eight feet from the edge of any construction. 02300 -Earthwork -Excavate bottom of all foundation walls and footings at building perimeter a minimum of 30" below frost line and 20" wide ~ (check with local building officials for frost line level requirements). Base of footings shall extend down to undisturbed virgin soil which has been compacted to 95 pe-rcent proctor density . All excavation shall be to a level below e x is ting demolition debris. Board form all footing as required by soil conditions. 02311 -Final Grading-Keep exterior fmished grade a minimum of 6 Y2 "below fini shed floo r elevation (see construction documents for exact locations) by backfilling with appropriate soil s. Provide swales with positive outfall and slope grade away from building to allow water to drain away from the building foundation . 02750-Concrete Pads and Walks -Provide light duty paving at automobile parkin g areas cons isting of a 4 " thick s lab on sub-grade compacted to 98 percent density with 3000ps i c oncrete. A 4 " thick concrete walkway will be provided from front door to the driveway. Consult site plan for additional Initialed by: Owne~~~ Contract~ Specifications Developer EAGLES POINT 52 Page 2 of7 infom1ation. Expansion joints shall be installed as in standard concrete practices. Control joints shall be installed at pre-determined locations no later than 12 hours after installation. DIVISION 3. CONCRETE 03300 -Footings -Center all footings on walls, piers, or columns above unless otherwise noted. All footings shall rest on undisturbed virgin soil with minimum soil bearing allowable of 2500 psf, tested for 95 percent compaction, or 3/4" stone compacted in 12" lifts to 95 percent density if fill is required. Footings at building perimeter shall be a minimum of 30" below frost line and 20" wide, constructed of 3000 psi concrete. Provide rebar (reinforcing steel) continuous through footers . Provide #5 rebar (reinforcing steel) comer bars at all comers and intersections of footers, beams and walls. Each side should overlap 2' -0", with a 90 degree bend. Footers shall bear on undisturbed soil and kept free from ground water. 04850-Stone Veneers -InstaJI exterior stone veneer per manufacturer's recommendations. See construction documents for location and detailing of stone veneer. Stone budget shall be determined by an allowance as stated in the Contract Documents. Stone veneer. Sunset stone, Minnesota Field Stone. DIVISION 6. CARPENTRY 06100-Rough Carpentry -Lumber shalt be of live, sound stock and properly dried. Pressure treated lumber shall be used where any lumber shall come into contract with concrete, masonry block or soil and when using as support members for decks, porches or balconies.. Provide adequate bracing and shoring during the construction process. Studs and joists cut to install plumbing and/or wiring shall be reinforced by adding metal or wood structural reinforcing to strengthen member back to original capacity and maintain structural integrity. Holes bored shall not be larger than 1/3 the depth and not closer than 2" to the top or bottom of the joist. 06160-Sheathing-Provide and install exterior sheathing of 7/16 OSB For plywood panels, use 6d nails spaced 6" apart on the edges and 12" apart on the studs. For fiberboard sheathing, fasten with roofing nails or button caps spaced 3" apart at edges and 6" apart in the center, a minimum of 3/8" from edges. For Gypsum sheathing use roofing nails or button caps, spaced 4" apart around the edges and 8" apart on the studs. inside. For rigid foam board consult EIFS system for specific manufacturers recommendations. 06162-Wood Sub-floors-% "tongue and groove OSB sub-floor shall be installed with both nails and approved sub-floor adhesive. Stagger joints a minimum 2 stud spaces. For attic access, install necessary plywood walkways to meet applicable building codes . Initialed by: Own:;]$_ ContrBJfd Specifications Developer EAGLE S POINT 52 Page 3 of7 06220 -Millwork -Interior Trim -Moisture content for interior woodwork shall be 8-10 percent to reduce exc ess shrinking. Provide and install interior wood trim as shown in con struction documents . Base Molding; Ultralite 3 1,4, Paint grade. 06410-Interior Cabinetry-Install pre-fabricated cabinetry as specified in construction documents. Provide concealed or decorative hinges and cabinet hardware as specified in finish schedules . Pre-fabricated: Specify door and drawer locations, rotating storage, flip out drawer fronts, wine racks, etc. Doors: Aristocraft, hickory Finish: Wood. 06415-Countertops-Formika tops shall be provided and installed per construction documents and finish sche-dules . Counter surfaces shall be glued onto 3/4" plywood or appropriate substrate as recommended by manufacturer. Edges shall be installed per construction documents and fini sh schedules. Provide minimum 4 " backsplash between counter and wall. Three color choice available. DIVISION 7. THERMAL AND MOISTURE PROTECTION 07200 -Thermal Protection -Insulation -Effective R values shall be in accordance with local and state energy codes . Floor, walls and ceilings insulation shall be constructed with Batt and blown insulation. 07460-Siding Exterior-Provide and install siding exterior in accordance with applicable building codes and manufacturers guidelines . Composite Siding-Install 30 year warranty horizontal composite siding as specified in construction documents. Siding shall be straight and flat against building. When installing siding horizontally, joints should be blocked and butt joints caulked or concealed with batten strips. Provide all necessary starter strips, wedges, comer detailing, etc. required by manufacturer and as stated in construction documents. Width: 8 1/4 Siding: Lap Texture: Rough sawn cedar Finishes: Pre stained, Red wood in color. Composite Siding: James Hardi board. Initialed by: Own~ Contracyff Specifications Developer EAGLES POINT 52 Page4 of7 07300 -Shingles, Roof Tiles and Roof Coverings -Provide and install roof system in accordance with all applicable building codes and manufacturers guidelines. Do not set tiles in. mortar when the ambient temperature is less than 4 oc ( 40 °F). Do not start installation until other trades requiring traffic on roof have completed their work. Do not start installation until vent pipes and other projections through roofs and flashing materials are in place. Main roof slope shall be 4:12 07130-Felt-On all roof surfaces install a minimum 30# asphalt impregnated rooting felt. For roofs that are steeper than a 6 :12 pitch use a single layer offelt. For roofs with less than a 6 :12 pitch install a double layer offelt and overlap a minimum of 18". Overlap felt a minimum o 4 " horisontally . Continue felt 6" up all vertical surfaces and 4" over gutter and valley metal. Fasten all edges with large headed galvanized nails on 6" centers. Lay courses parallel with eaves. Do not stretch courses. 07311-Composite/Asphalt Shingles-Provide 30 year Composite/Asphalt architectural shingles over one layer of 30 # felt. Minimum recommended pitch is a 4:12 slope. Support roof system with engineered truss system system to meet dead and live load requirements as specified by manufacturer .. 07720 -Roof Accessories Vents-Provide a mininmm of 144 square inches of free air ventilation for every 300 square fe.et of attic floor area . 50% of the roof ventilation should be located adjacent the roof peak with the other 50% located in the soffit area under the eaves to provide natural convection throughout the attic area. Check ventilation requirements with roof system manufacturer. DIVISION 8. DOORS, WINDOWS AND GLAZING 08100-Doors-Six Panel insulated steel doors. 08210-Interior Doors -Interior doors shall be pre-hung split-jamb units, including casing on both sides of the door. Standard Interior Door-Masonite. Provide necessary hardware per door schedule below. Type: Hollow core, Paint grade Sante Fe. Type: Raised pane l Interior Door Frames -Install pre-hung split-jamb units with interior casing 08360-Garage Door I Overhead Door -Install Overhead 16' x 8 '; steel garage/overhead door with electric opener and dual remote control units. Install weather-stripping around each door opening. Initialed by: Own:;j}_ Contract~ Specifications Developer EAGLES POINT 52 Page 5 of7 08710-Door Hardware-Finish hardware shall include keyed locksets at all exterior doors . Interior doors shall be a combination of privacy and passage locks. Hardware shall be as per allowance. $350.00 Type: Knob. Finish: Stainless 08500 -Windows -Confirm that openings are compliant with all applicable building codes concerning egress, lighting and ventilation requirements. Temper all glass located within 2 '-0" from exterior doors, all glass in doors and above tub enclosures. Provide and install necessary windows and appropriate hardware to operate and lock windows. Bedroom windows shall comply with Code requirements for emergency escape with appropriate egress hardware. Minimum net clear opening shall be 5. 7 sq feet , minimum net clear width shall be 20", minimum net clear height shall be 24" and sill height shall not exceed 24" above floor. Hardware Finish shall be: white. Specify windows: Amsco VXl Frame: Vinyl Insulation options: Double pane Low-E coating DIVISION 9. FINISHES 09250-Gypsum Wallboard -Gypsum board must be held firmly against the framing while fa stening to avoid later movement of gypsum board on the shank of the nails or screws. Nails or Screws: Nails and screws shall be a minimum 3/8" and a maximum of 1/2" from edges and ends of wallboard and the heads shall be seated slightly below the surface without breaking the paper. Nails shall be spaced not to exceed 7" on ceilings or 8" on sidewalls. Head diameter shall be a nominal 114" with the length 1 1/2" to penetrate a minimum of7/8" into nailing member. Nails shall meet the minimum requirements of ASTM C514 and may included coated, etched treated or annular ring shanks to improve withdrawal resistance. Drywall screws shall meet the minimum requirements of ASTM C 1002. Bugle-shaped heads shall be 0.315" in nominal diameter and contain a No. 2 Phillips driving recess. Type "W" screws are designed for easier fastening in wood. Joints: At gypsum wallboard joints install a 2" strong, cross threaded tape with a cross tensile strength of 45 lbs per lineal inch. Press a strong, good quality tape firmly onto sheathing joints and around openings, imbedded in joint cement. At corners and angles, install metal corner beads as specified by manufacturer. If corners are rounded, install corner reinforcement as required . Spread gypsum wallboard mud at all tape joints, corner beads, nails and screw penetrations and where a smooth surface is needed . Apply second coat of wallboard mud after a minimum 24 hours. After drying (minimum 48 hours), sand all joints and other areas to a smooth cons istent surface. Interior Walls: Sheath walls and ceilings with 112" gypsum wallboard, either vertically with long edges parallel to framing, or horizontally with long edges at right angJes to framing members. Initialed by: Owne7f-Contrac~ Specifications Developer EAGLES POINT 52 Page 6 of7 CeiHngs: Apply a single layer of 5/8" gypsum wallboard across the supports and fasten with nails or screws . Offset joints between layers at le ast 10". Nails are s paced 6"on center (OC) with 1 114" heads. Screws are spaced 12" on center (OC). Fire-Rated Gypsum Wallboard: In garages, around gas water heaters and as required by applicable building codes, in stall 5/8" Type "X" fire-rated gypsum wallboard. Nails shall be 1 3/4" long, spaced a maximum of 4" on center (OC) around perimeter and 8" on center (OC) in the field of the board. Water Resistant Gypsum Wallboard : Around showers, tubs, whirlpools, or as required by applicable building codes, install 1/2" water resistant drywall. 09300 -09400 -Tile shall be appropriate grade and finish in accordance with applicable building code s a nd owner requirements. Contractor shall properly clean all surfaces to be covered and install appropriate underlayment per manufacturers recommendations. Installation should be carried out with a slow se tting cement adhesive, well mixed per manufacturer recommendations. Grouting of control joints can be executed either with cement based grout or with resin based organic materials. 09680 -Carpet-Inspect all sub-flooring to in sure a clean, dry and secure surface before installation . If filling compound is n eeded for floor leveling, a latex based sub-floor fill er will be used. Padding: Cushion padding shall be 112 "thick, residential grade installed in the longest possible lengths. Cushion seams shall not be located dire ctly unde r carpet sea ms , and when pos si bl e shall be oriented at right angles to carpet seams. All padding shall be smooth, flat and secure with seams ti ghtly butted and taped. Installation: Carpet shall be installed to produce a tight, smooth, secure and uniform surface as indicated per construction documents and finish schedules. In areas whe re more than one width of carpet is requjred, precut the carpet to the proper length allowing for fla sh up at walls and through doorways . Position first two pieces of carpet, and cut seams by row cutting and trace cutting for the second piece in a manner that will produce a tight, uniform seam requiring a minimum amount of adjusting with a kne e kicker. Seams: Carpet seams shall be secured by a non-releasable backed low profile hot melt seaming tape per carpet manufacturers recommendations 09912-Interior WaDs-All nail heads shall be set below the s urface and finished smooth . Joints should be taped a nd covered with a s uitable drywall joint compound. Sand the s packled na il heads and joint compound smooth and dust well before priming. Interior walls shall receive a primer coat and two coats of flat or semi-gloss paint. Surfaces shall be sanded b efore each finish layer is applied. Initialed by: Own:~ Contract~ Specifications Developer EAGLES POINT 52 Page 7 of7 DIVISION 10. SPECIAL TIES 10822-Tub and Shower Doors-Shower doors shall be constructed of tempered safety glass with all exposed edges polished and rounded. Swinging doors shall have vinyl seal at both the latch jamb and hinge jamb side of door. 10900-Closet Specialties-Install shelving as indicated on construction documents for all closets, storage areas and pantries. Metal shelving shall be fabricated of heavy-gauge vinyl coated welded steel rod with deck rod spacing having a maximum distance of 1". Provide su pports every 3'-6~'maximum on center (OC) DIVISION 11. EQUIPMENT 11451-Appliances -lnstall electrical appliances as shown on construction documents, including all venting and supply requirements per manufacturers recommendations. See electrical specifications for wiring information. DIVISION 15. MECHANICAL 15100-Plumbing-Plumbing shall be a fully operational system of hot and cold water. Provide and install all piping, soil, vents, drains , sewage removal and water supply systems to connect with appropriate water and sewage systems. Provide and install appropriate insulation around piping. All permits and inspections are to be obtained by contractor as required by local building codes and the Uniform Plumbing Code. 15410-Plumbing Fixtures-Provide necessary piping, water and drains for plumbing fixtures as shown on the construction documents 15700 -Heating, Venting -Cooler shall be a fully operational engineered system designed to meet local weather conditions and building requirements. All permits a nd inspections shall be obtained by contractor as required by applicable building codes. DIVISION 16. ELECTRICAL 16100 -Electrical-From electrical meter box, install wiring to building. Raceways to be buried shall be PVC #2 Plastic Electrical conduit. Where permitted by code, non-metallic sheathed cable may be used. Type THW or THWN 600 volt insulation conductors shall be used, minimum wire size shall be #12. Aluminum wire shall not be permitted. Wiring shall connect into metal recessed electrical panel, as shown on construction documents . 16500-Light Fixtures-Provide necessary circuits and wiring for light fixtures as listed below. All lighting shall be switched as noted on construction documents. Initialed by: Owne~J Contract~ ., . F~b 26 0?· 10: OB a In spection Rep ort John Ni c hol s 9 7 0 -2 68 -5 732 p.l http s:/lww w.dora .state.co .usfpls/teai/Ep_ Web_lospc:clion _ GU l..Proc ... 1 of l Z:0 39\1d COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT I CORRECTION NOTICE Date Received: 22-FEB-07 Permit Number: 602951 Contractor/HomeOwner: NICHOLS ELECTRICAL SERVICES LLC Address: Type of Inspection: Action: Reinspection Fee: 30 Inspection Type: REINSPECTION Inspection Type : REINSPECTION Comments or Corrections : 1) Corrections all addressed and repairs made. 2) Electrical F inal OK 3) No building permit card available --------------------------------------------------------Signature Inspectors Name; Cyrus Tuchscher Phone Number: 970-625-5085 Date: 22-FEB-07 COLORADO STATE ELECTR ICAL BOARD DEPARTMeNT OF REGULATORY AGENCIE S 1580 Logan St. Suite 550 Denver , Colorado 802.03~1941 Phone: (303) 894-2985 cB8Wnl /dl l\11\ L 1L89!1Z:0L6 2126/2007 10:17 AM I FAX Num e: Vo.v( J ,/11.;.,./ Rli: PO# Daro: /) -J"' -(;> (, fages: L "C: Valley Lumber Grand Junction, CO 81501 Phone:(970)-242-1736 Fax;(970)-245w8717 LU. 0 P leas~ reply C Plea5e order ~ Urgent Comment~ c~. ;;; 1t7-t)0$0 10 39\itd ~3 8Wnl A.:!ll\it/\ L1L8St>6 0 L6 . ~~y-· ·r~ ro)u----------R2349JI!10 I _:-_&O:a.:::..-:·~~ .. 2~;~~~~-~~.!.~~:b~,206ol-,.-.g~ 1 ; _____ ,,-.£:!?__. 5-().0 ~-1 6 5-7·1 1-0.a 5x1U II 3 i I I ~ . -r t · ·--. --~----.--· .... ···H,, ··. ·---. __ ·····----..... -----... 4lt1 0 '< r-· S-6-0 ..,..! 4 ~10 <'· ---·· _____ .•. -·· ·-.• ,_ ·····-.... ~····· .... ..... . . -·~,, -··2<~::·-~_::: ... -····· I I I I 1 _ .. -··;~~··:_·· ___ H __ ----·-_____ .. 1 Ir;... ____ [ -·-. ,.". ~-·, ~ . !11~_-.:~,~-.r __ I --· --__ tJ ___ I I __ c <)•?·/';.r~~~?.l-·--... s j! ;; --· ___ ... -..=:. ,.-, ___ r. ... I -6 til . . 5•8 -.· 10 11 9 12 13 14 1 ~ 18 U•IG -:· 5•8 :. 4•12 II 10.1 ~ II 12•1 0 MT16 :: ··-··-··--$:1:1--+----11;Q:Q_,, .. --· 1 --, _ _L~--.. _...iq±/5 ·--. 2~~ ·--.. -l OENE~~~f~BJ~OY~S : 5-4-1 ~ ~ 0-4·1 5 6-7-t @ THIS REPAI~ IS FOR TCLL CHANGEO FROM :W.O TO 40.0 PSI' AND TCOL CHANG~C FROM 10.0 TO 8.0 PSt: AND BCD!. CHANGED FROM 10 .0 '1'0 6.0 PSF. ATTACH W COX. STR, 1, PL YWOOO GUSSETS TO EACH FACE OF TRUSS WITH 10 D. COMMON NAILS ( 0.148" X 3.0" l @ 6• O.C .. 3 ROWS FOR 2XG MEMBERS AND !j ROWS OF 100. t'OMMON NAIL$(0.148 ' X 3.0")@ 6" O.C. rOR 2X1 0 MEMB!;RS W11'H MINIMUM AMOUNT 01' NAILS SHOWN CIRCLED PER FACE OF EACH MEMB~ NOTE: 1 S/32. EXP, 1, 32/16 SPAN RATED O.S .B MAY ee SUBSTITUTED FOR PLYWOOD. :P1a1~ offsets~& {1 i o.o -1_2,o-'o-OJ.fj:o~.~s:o·.«Ecieull !7:o:?.~:!IC=: . ..=..-~--_ _-=: ~~--=-:.-_=--~: _::.~=-~·,..... ___ .... --· LoADrNG-(;i) ..... -~~--;;~CING 2·~:o r -CSJ "T-~ ·----:-(!oc) ~~;;;-l· -;:~re;----~RIP J~s :o~ Platealnelllase 1.15 TC o.64 Vett(LL) .0.24 e.a >999 240 I MT20 169/123 'TCDL nOYP 100 Lumbllrlncrea:se 1,15 I ec 0.84 I Vart('l'l.) -0.44 8-9 >59 1 180 MT1~ 116/121 BCI.I. o'o l Rap SlrOSs lnc1 NO WB 0.9::1 Horz(TL) 0.11 !j nle nla ecoL 19.&_ ___ ~~~~~:~-~-.. .L.-(Ma1/lx) ____ l ·----· __ .. l _~_a i gnt:29_:1b _____ ..... --- LUMISER 8MACING lOP CHORD 2 X 6 SPF 1660F 1.!jE TOP CI10RO BQ)' CHORD 2 X 10 D~-N 195\lF 1.7E BO'l' CHORD Stnlctural WQQd sheathlne directly ~pp lled or 3·7-13 00 purilna. Rigid celllfl9 dlr&C(Iy ;,pplied 01' 104-0 oc bracing. WEBS 2 X 4 SPF 16SOF 1.5E •except• WEBS ReACT IONS (Mt~~ 4 ~rrJ4~jb.1cff ~~u~J!k1, s~8866/CHJ·15 (Input : 0-3-8) Max Horz 1=-li!j(lowc:l caso8} Max Uplift1w·J7 1(Ioa<l case 7). 6=·SSO{IOild ~ea 9) M~x Grav 1 =1 OS20(1oad ease 2). ~983(1oad c&BII ~) I'ORCES (lb) • Milxlmum Compra~slon/MIIldmum Tonslon TOP CHORD 1-2::·18828h11, 2-3"·13697/697, s-.=·1 369316~. 4·5;;·18230/1219, 6-6=0 /59 1 Aow lj1 mldpt 2-8, 4-.'1 BOT CHORO 1-10~63:ll16780 , 10•11=..035116780, 9-11::·63511671$0, 9-12::-936116760, 12-13:.03611671)0, 13-14•·635116780, wees NOTES 8·14=..0361 16780, 8-1~1015116177, 15-16=-101511617?, 7·16=·1015116177, s-7~1 015116177 2·9"()141 ~4 . 2·8=-52401109 , 3-8=-530/11441, 4-7~483/4018, 4-5~·4743/636 1) 2-ply trusa to be conn~cted toeolher 1'11111 0.1 ~1 ·x3• N~IIS 11s foltov~:~: loP chord~ QOMeCIIId aa fOllows: 2 X 6 • 2 rQVIS at 0.9-o oc. eottom chords connected as foil~; 2 X 10 • 3 rowe at o-r-o oc. Webs eonneC!ad as follOWs: 2 )( 4 • 1 row at (}.9-<1 ex:, Exca))t member 4-7 2 X 4 • 2 rows ut 0-!>-0 oc. 2) All load& ara conside red equa lly app li ed to all ptlos, exoept If noted as front (F) or bac~ (B) f~ in the l.OAD CASE(S) saelion . Ply 10 ply connection~ have bol~n proVIdod to <llatribute on ly loads note (I u (F) or (B), unles$ olherwl$11 ind lce,..d. 3) Wind; ASCE 7-9B; OOmpn; h=25ft; TCOL•6.0psf; BCOL=6.0psf; Category II; Exp C; enc;JO*tld; MWFRS interior zona ; C<Jnlilever 141ft and rlsht exposed; lind vertle<JIIeft and right oxooaed; Lumber OOL=1 .~3 plate grip DOU•1.S3 . 4) TCl.L: ASCE 7-98; P1a30.0 psf (fial roof snow); Ellp C; P;:~rtially exp. 5) IJnbalanclld sna.v loads i'laVIl been conslcrertld for thl:! design. 6) Th is trvss haa boen des igned for greeter of min roof live load of 18.0 psi or1.00 Ume~ flat roof load of 30.0 pat on ovarhafl!)s non-conCIIn-.,nt ~tl\ other llvo loa de. 7) This trus~ has be~n designed for ll 10.0 p ~1 bollotn cham llvo load nonconcurrtlnt with ~ny ~r live ~~~. 6) All plaiN STO MT20 plates un10ss otherv.ise Indicated. 9) 'l'llls lrusa ($quires plats 1/I.Spoctlon por the TQOih Count Met~od 1\tlan tl'lls 1/UGS I$ chosOil for qua l~y assurance inaptlcllon . 10) WARN ING: Roq~irad bol&ring slllo atJOint(s) 1, !j graaler th;m inp\11 bearing ~ze . 11) This truu I~ ®&ignad In aoeord~ With the 2003 lntllmalional Raslden V~I Code ~ocdo!l$ R602 .11.1 ilnd R802 .10 .2 ~nd rafer~nced s~ndard ANSI!l'PI 1. Continued on Paa& 2 --· ,_,._ ·-·· ----------·-· --- S0 39\;1d ~3HWnl ldll\;1/\ L1L8St?Z0L5 November 17,2006 I I · -·rori ·-rp,y-· 1 To·o-··· -------···--· ·----· ~~~ l I 1 ) . Loo R&f•r~nc.o (oPTion.>!J. •• .• . .•• ·· • ·• --··---&.200 iiJiiffffi·os ~'ll'l'~utllloo~riie.iiiu Nov·,~ 10:1a ::n ~ P418" 1 ··-+ .... _114-0 ----P-<l·f ---.... --·--22.0.a ··-IE:!!:!! I 3·1-12 1>-U·~ 10-l-11 f.().{) GENERAL. REPAl~ NOiU: THIS f(EPAIR IS FOR TCLL CHANGED FROM 30.0 TO 40.0 PSF AND TCOI. CHANGED FROM 10.0 'rO 8.0 PSF AND BCOL CHANGED FROM 10.0 TO S.O PSF . A'TTACH ~·COX. S'TR. 1. Pl. YWOOO GUSSETS 'TO EACH FACE Of TRUSS WITH 10 0 . COMMON NAILS ( 0.148' X 3.0'') @ 6' O.C., 2 ROWS WITH MINIMUM AMOUNT OF NAILS SHOWN CIRCLED PER FACE OF eACH MEMeER. SCliTO =1~2.S NOTE: 1!!132, EXP. 1, 32/16 $PAN RA'TED O.S.B MAY BE SU BSTITUTED FOR PLYWOOO. --···· ····-·-· ,_ f:il.at ~'LLJ.i:o~,,o-:<!-:12), 1_1 :O-i·7,pd!leJ ; ·,,-~:D±: .0:0.1_21. I1 3:0:2-!.~o'1 · ... -·~:_::-~·~--~~.::.;~~ -· ···::::_-~~~,-~·~.,:.:~~=-.. r -., ____ ..,.,,..---·- LoADING{IJl;fl ! &PACING 2-0·0 I cs1 OEFI.. In (loc) Vdofl Ud I PLAYES GRif' ~~s _3~0~ Plalaalnerease 1.15 ·rc 0.33 I Vurt(LL) ·0.06111·20 >91111 240 MT20 169/123 TOOL now= Hio l Lumberlnetea5s 1,16 BC 0.46 Vert(TL) .0.18 1-20 >9llQ 180 SCLL o'o Rep Strlln lncf NO _l W8 0.3$ Morz('I'L) 0.03 13 nla nla L scoL . ..-1i9 ·-~ ~~~/T~. -· (Matrix) _L ---·· ··------· . -__ we~~-~~~.!b LUMBI:R 'I'OP CHORD 2 X 4 SPF 16SOF 1.5E 8 0T CHORD 2 )( 4 SPI' 1650F 1.Se: BRACING 'rop CHORO OOTCHORO JOINTS StrUclur~l wood ~eathing dlr<~Ctly applied or 5-3-¢ oc purlins. RIQid ceiling dl r~cdy appU ~d or 10.0.0 oc braci ng. WEBS 2 X 4 WW S1ud W.:OOG E Left: 2 X 4 WW Stu\!. R~ht 2 X 4 WW Stud REACTIONS (lb/sl~ct) 19.,181 /6-3·8 , 1 8=~7/6•3-8, 16"1 79/6-S~, 15=91/6·3-8, 1=831/0.3-8, 1 3•~50/S-3-$ MfiK Horz1 ~<·74(1oad ~a~;s 8) 1 e race at Jl(1): 21 . 2S Max UpUfl19;-8(1oad ca se 8), 1B ~·1S9(1oad o;&:o;o 4), 16"'·6 (1oac1 ca~t~8). 15"·22(1oaU ca~e8). 1"·19(1oad ca~e 7) Max Grav19'"1102(1oa el e;ss 3), 16=224(1oad case S}, 15=141(1oiJd caee S), 1=1 006{1oad CliSe 2). 13:o350(1oad CliS113) fORCES (lb) • M!Jximum Comple~$ion/MaXImum Yel\~ion TOP CHORD 1-2•·1 620/64, 2-3=-1214133, 3-4'"·385135, 4·6 =-305146, 5-6"·286/5 1. G-7u·313/39, 7·8=-320/30, 8-9 '<-333/20, 9-10"'·303/1 , 10·11 =·S3010, 11-1 2c.326/0, 1 2-1 3;·~0.13·14=0129 BOT CHORD 1·20=·7011350, 111·20=01067 , 18-19~80. 17·18=0/280, 18-17=¢(280, 15-16:.0/280, 13·1 6=0/280 WEBS 3·23,.-$04/46 , 2 1·23=·820149, 21 ·24 ="7 86/47, 22-24 "·7e915S, 2~·25=-805160, 25-25<'·818/62, 19·26=·84a/65, 5-2 1"-4Sf7 7, B-22"·1&3/38, 4-23:oo$'8, 3,20o0/3S9, 2·20=-4041116, 20·24'"·253/Q4, 7·25=-31/7 , 8-26--72112, 9-1 a~-3SBI76, 10-18"·27/12 NOlES . 11·16=·161/38, 12·16 =-131 143 1) Wind: ASCE 7-98; 90mpn; h=2511; TCDL;5.0psf; BC D~=B .OpSI; Category II ; Exp c; ~ncfosed : MWFRS lntvrlot zono; cantllevo r laftand rtgh1 exposed: imd verllt<~l lsft and right exposed: l.umber OOL =1.33 plats grtp OOL,.1.3S. 2) YCl.L; ASCE 7-98; l"f~eSO.O ps1 (ffat roof snow); e:xp C: PM!ally l:xp, 3) Unbalane&d snow loads 11ava been conslderod tor tl'll~ design . 4) Thle Vuss hae been c!Ol;i!lnad for greater of min roof live IO&d of 1a.o psfor 1.00 times flat roof load of30.0 psi on ovt~rhange nOfl-<:01\CYrrsnt 'Mlh other live loada. 5) This tru~s hes bllan deSigned tor a 10.0 J)l;f bottom chord Uve loa~ nonconcurr t~nt with tlny other llv11 loade. 6) All platQ are 2x4 MT20 unl e$S Olherwlss indl~l.ed. 7) This trus~.requlN~ ptale ln ~pactlon per tne Tooth Col.lnt Math¢d when lh l~ trUB$1 $ chosen fo r qualitY ii&&Ursnec iMpec:tlcn, 8) This lrLI$s is Ckl~lgna d II\ acoordllllce ~~~ ths 2003 lnlernatlonal FteSid91ld&l COde sacuons R.S02.11.1 aM R802.1 0.2 and N fe!onc~7'-" I..VY' stahdard ANSIITPI 1. LOAD CAU(S) Standard November 17 ,2 006 '--·-·--· -----·----·--··-------·· ---. 1;10 39\ld C138Wnl A.:ll l\1/\ L tLBS17G0 L6 ! I ~ I ~. ----~--- Sx4 = Sx10 l1 1--· -----· ------------------___ J.~-:9. GI:NERAL RePAIR NOTeS; 16-Q-0 THIS REPAIR IS FOR TC ~~ CHANGeD FROM 30.0 TO 40 .0 PSF AND TCOL CHANGED FROM 10-0 TO 8.0 PSF AND BCD~ CHANGED FROM 10.0 TO ~.0 PSF. [ · • 1)ATTACH J-1"CDX. STR. 1, PLYWOOD GVSSET'I'O ONE FACe OF . 'I'RUSSWI'l'H 10 D. COMMON NAJ~S(0,14B' X3.0" )@ 3"0.0., .....J 2 ROWS WITH MINIMUM AMOUNT OF NAILS SHOWN CIRC\.e O PER MEMBER. NO'l'E: 1S/82, EXP. 1, 32/16 SPAN RATED O.S.B. MAY at: SUBSTITUTED FOR PL YWOOO. SOllie: 1:32,8 1~ ·:··-.. 1S ~~ 3x10 I• pir-ts~~ · ·--: ·!2;o:o:,,o.o-i2 L_[~:~:7,edg&J, r 12~o._o:i",0:0-1~~hzi6-2-f.~SII!C_---------:.::~~ ~~=--'---'-=""·--·. -· -·-···---~-----····-· -,------·· ·-r·· ----------. LOADING (pel) SPACIN G 2.0.0 CSI DEFL In (loc} (;~~ Snow~:~~~O~ Pll!tes lncrel!&e 1.15 I TC 0 .12 Vert(LL) ·0.00 13 'I'COL 10 0 I Lumber lncrea$a 1.15 SC 0.04 Vart('I'LJ .0.00 13 ' Rep Stres.s II'ICr NO WB O.o7 1-lorz('rl..) 0.00 12 .:~t -~~ . Code_IR~_2003/~P I2002 ~-~~t~~-----. _L_ __ _ Vden Ud I PLATES GR IP nlr 120 MT20 1691123 nlr 90 nla n/s _.l_ .. WeiS)hl; 6S lb ~UMBER TOP CHORD 2 X 4 SPF 16SOF 1.5E SOT CHORD 2 X 4 SPF 16SOF 1.5E BRACING TOP CHORD BOICHORD Slr'uctural WQOd sheathing di rec dy eppl l<;d or 6-0-D « purlins. R~l d oaiiii'\Q directly applied or 10.().0 oc bracll't(l. OTHERS 2 X 4 WW $tlld W~OGE ~~It; 2 X 4 WW SIUd, Right: 2 X 4 WW Stud ReACTION S (lb/812111} 2-219/16-0-0, 12=219/16-0-0. 18•119/1~.0, 19=131/16.0-0. ~0~141/16-0·0, 21=1l4116 ·0..0, 22.,236116.0-0, 17=131/16..1J.O, 16-141/16-().0, 15=94/16.0-0, 14"235/16.().() M$X Hoo:2"54(1oad ca~o 7) Max Uplltl2=-22(1oad case 7), t2~33(1oad esse e), 19=-10{1 o~d case 7), 20=-19{1 0lld case 7), 2 1=-16{10Bd case '7), 22"·24(1osd c:ase 7). 17,.·7(/oad CSS~t~8), 16"·19(1oad Cfl~l;j 8), 15"·1tl(load csae 8), 14~·23(1oad cese 8} Max Grsv2=288(1o$d case 2), 12=28S{I¢l;ld case 3), 18=116(/oold case 1), 19 =174(101«1 case 2), 20=184(10ad case 2}, a1=1 24(1oltd esse 2), 22=304(10~d case 2), 17=174(/0lid caseS), 16=1 84(/0i.ld case S),15=12A(!Olld case :3), 14 =304[/QIId case 3! FORCES (lb). Maxim urn Compre~~ion/Max mum ·renslon 'I'OP CHORD 1-2:0tz9, 2-5"·92155, 3-4>=·62/44, 4·6=-46/56, 6-6=-49nO, 6-7"·50/80, 7-<l•·S0/7 6. 8-9 .. -49/5 8, 9·10=46136 , 10·11 =-S2/22 , 11 ·12=-92/56 , 12-133()/29 BOY CHORD 2·22=0/58, 21...22;0158, 20-21•0/68, 19·20 =0/56, 18·19=0/56, 17-1 6"0/68, 16-17~=0/58, 15·16=0/58, 14·15=0/58, 12-1 4:0158 WEBS 7-18•-111/0, 6-111•·149126, :;)·20=-153136, 4-21• .. 112126, 3-22•-244/64, 8-17=·149123. 9 ·16=-1~6, 10-15"·112128, NOYES 11-14 :.-244152 1) Wind: N.lCE 7-96; 90mph; h=2511: '(CDL"6.0pif; BCOI..,S.Opsf; Qltogory 11 : Exp C: en dosed; MWFRS lnteflor zon e; cant ilever 1~11 ana right exposa(l : end v81'11o:alleft el'ld rtght eXPOsed; ~umber 0~=1.33 plal!s g rtp 00l=1 .3$, 2} 'l'rl,.l$5 ds s!gnod for wind loscJe in the plane of tile truss only. For e1UdS Sl(poeed to wind (normal to th6 face), sa a Stsnd;ud IMu~try Gable End Details as applicable, or consult qualified building designer as per AN5VTPI1·200 2. 3} TCLL: ASCE 7·98; Pf;~O.O psf(lt~t roof anow); exp C; Partially Exp. 4} un~lancad ~now loads hev$ bean co"sldared for this dealgn . 5) 'TI'IIs truse has been designed for greater of min roof II Yo) load of 18.0 psf or 1.00 tim~$ nat roof load o1 ~0 .0 paf on ova rha11Q~ l'lOJH:Onc;ummt W.th other live loads. 6) Thia tn.ln has bilon designed for 1110.0 pet bottom chord IIW load no!'lconcurr.~nt ~th &t'ly other live: loada. 7] All plfltcs are ~x4 M'r20 unless otharwll)e Indicate d. 8) 'l'hl$ truss requires plattl lnspeellon per the Tooth Count Method Whc:n this ti'LI:.s is CI'IOson for qu;alhy a~uranca ln~pecUon. 9) Gab Ill reqYirt~5 conunuoua l>ottom Chord bea~n~. 1 OJ Gable studs spBC>C~d at 1-4-0 oc. Condnutld on Pl!l8 2 £0 39\:1 d ~3S:Wnl A.:lll\:1/\ L 1L89t>6 0Lo November 17 ,2006 I'Oif -. I Piy·--·~·..-o·o ... ~i'J80~~ , ____ j · ... L .. · )t:~~~;~~.~~\lleo, lllC.-~h'ut:I0~-16 1o'1l:zo·2ilO'd Pouo l -- I I ~ 1 .. -·--· ~~- 3X4 = 1··--· GENERAl RePAIR N01'ES: ... 11 Nolk>d N•llod ·----·~-1-1 ... ·--··. 4-1-7 2X4 ' I ·--.. -· 1~ N•:l•d N&'ldd 4 ·~o!l TCOL CHANGED FROM 10.0 TO 6.0 P.SF AND SCDL CHANGED FROM 10.0 TO 5.0 PSF . ) ATTACH 2X6 ::>PF 16!SOI' 1.5E SCAS AS SHOWN TO ONIO SlOE OF ~'RUSS W/'1'11 100 COMMON NAILS ( 0.148' X 3.0")@ 3' O.C., 2 RO WS. ALSO Ct.U STER NAILS A$ SHOWN CIR CLED. 2x4 /1 5 ijcal~ -1 :2~.o ·r I ~~~ I __ j __ 7 8 n.4 -- B ~'HIS REPAIR IS FOR TCL\. CHANGED fROM 30 0 TO 40 .0 PSI' AND s::l:, .I ,~~!~;~~1 · II ~i~~"ll~=~~~o-~-~~~~~ ·~,1 ... · ~~~~-~~~2~-: '--·---~,--... TCDL l O.O Rep S t/l)tiS lncr NO WB 0.37 Hon(T\.) 0.0 1 6 nla n/a BCLL O.O Cod e IRC2009/TPI2002 (Malrix) Weight: 30 lb _!3.~1?!:. ... ---1.9.&...... I ____ . ---------- LUMBER TOP CHORD 2 X 4 SPF 1550F 1.SE BOT CHORO Z X 4 SI"F 1650F 1.5E 8AACING TOP CHORD $tructural woo~ $healhlng Ol/'laCOy applied or e·0-0 oc pu rlhlS, axcapt end vanlcets. WEBS 2 X 4 WW Stud BOT CHO ~O RlgiO c:.o3111ng dlracW;lpplled or 10.0.0 oc brecii\Q . WEDGE Lei\: 2 X 4 WW Stud REACTIONS (lbltiize) 2~<65910-4·16, 6=47SIMclchaniClll Max Hor£2= 112(1oi.td case 4) MeK Uplift2"-9Z(Ioad .cato 5) s-.s911oad Clle<l 4) FORCI:S (lb ) • Maxlmum CompreS$iorVMaXlmum Te nsion TOP CHORD 1-2=012 1, 2-9;-740165, 3-9"·649/6e. 3·10 =-85137, 4-10=-44/45, 4-5=-'l/0, 4-7=-181l/46 SOT CHORD 2-1 1w·10816J2 , 8·11=-1081632, 8-1 2"•108/632, 7-12=-108/eS2, 6-7;0/0 WEBS H•On7~. 3·7 =-687/ee NOTES 1) Wind; ASCE 7·98; QOmph; h:25n; TCOL•Il.Opsf; BCDI..=6.0p&f; Clllii90TY 11: EXP C; 81\clowd; MWFRS intariOt" ~one; centiiE~vur left and right expoaed; and wrtiQallen ~nd right e)\p osad : Lumber D0Lc 1.S3 pl!l1@ grip DOL,.1.33. 2) TCLL; ASCE 7-98; P f=SO.O psf (flat IQQI snow): EXP C; Partially Exp . 3) This trus~ has been dealgn{ld for greater of mitt roofllvaiQ;1d of 19.8 psf or 1.00 Urnes flat roof loa<l Of 30.0 pe r on overhans~ non<oncurrenl with otl'i~r live lo~s. 4) '(nl~ tru ss hil5 bean dusignad lor a 10.0 p:sf boltOI'll ell oro IIVilload I\Onconcurr~nt with any olhe~ live IOilds. 5) Thl& tr~~ require~~ plata ln~pection l)tlr th e Tooth Count Method Y/hon this 11\Jn is cho$~n for qu~llty assurance inspeellon. 6) Ref., 1o girder( e) follrUS5 to truss connect iOns. 7) Tlll5 1ruee Is designed In sceo tdance wllh tile 2003 lnternlltionsl Re~dontia l Cod e s~Oti R502.11.1 and R802.1 0.2 and referen~ !Stan<lard ANSVTPI 1. . 8) 'Nailed ' in dlcatus 3-1 Dd or 2-12<1 c;ommon wire toe ·n<llls. 9) In tho LOAD CASE(S) ~oc tl on, !ooids sppll ad to me lace ot lhu truss er11 noted 1'1~ front (I') or ba Ck (8). lOAD CASt:(&) Slltndard 1) Snow : Lumber lncroaefl=1 .15. Plata ln~ll5e=1 .15 Uniform L01td~ (plf) Vert 1-4g·8 D, 4-5"'·80, 2-60-·20 Continua<! on page 2 Z0 3 9\fd L 1L8Svl0LG November 17,2006 Parcel Detfti l Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information A ss~ssQ r/Tr e a s urer Propert)' Search I A sse ssor Subset uer _ I Assessor Sales Search Clerk & R ecorder R ecegtion Search Parc e l D etail I Value D e ta il I Sales Detai l I Reside ntial/Commercial Imgrovement De ta il L and Detail I Ph oto gragh s I Tax Area II Account Number II Parcel Number II Mill Levy I I 080 II R042220 II 2407172 11052 II 51.771 I Owner N arne and Mailing Address IB LACKDOG ENTERPRISES, LLC I II 460.DOGWOOD DR I !RIFLE, CO 8 1650 I Legal Description jsECT,TW N,RNG: 17-7-95 SUB :FIRST jEAGLES POINT LOT:52 PRE:R770006 IBK:0735 PG:0142 BK:0601 PG:0658 jBK: 1834 PG:26 RECPT:704824 BK: 1834 jPG:25 RECPT:704823 BK: 17 63 PG:42 jRECPT:690211 B K : 1624 P G:286 jRECPT:660189 BK:1703 PG:330 jRECPT:677438 BK: 170 3 PG:327 jRECPT:677437 BK:l668 PG:443 jRECPT:669853 BK: 1650 PG:3 58 jRECPT:665807 BK:l 650 PG:355 jRECPT:665806 BK:1636 PG:378 jRECPT:662798 BK:1624 PG:3 89 jRECPT:660 193 B K:l624 PG:306 jRECPT:660 192 BK: 1624 PG:2 88 jRECPT:660190 BK:1615 PG:5 04 http ://www .garcoact.comlas sessor/pa rce l.asp ?ParcelN urn ber=240 7 172 11 05 2 10/4/2006 Parcel Detai l Page 2 of3 IRECPT:658359 BK:1604 PG:906 IRECPT:655941 BK:1 575 PG:7 IRECPT:649590 BK: 1575 PG: 1 1 IRECPT:64959 1 BK:0780 PG:0729 IBK:0780 PG:0722 BK:0780 P G:0718 IB K:0773 PG:0475 BK:0769 PG:0647 IBK :0769 PG:0643 BK:0769 PG:0639 IBK:0769 PG:05 18 BK:0729 PG:023 1 I Location P h ys ica l Address: !!PARACHUTE Subdivis ion: II FIRST EAGL ES POINT L a nd A cres: ll o Land Sq F t: 11 9,698 Se ction II T owns hip II R a n ge 17 II 7 II 95 Property Tax Va lua tion Information Actua l Valu e II Assessed Value I Land: 14 ,79 011 4,2901 I m provemen ts: oil ol Total: 14,79011 4,2901 Sale D a t e : lls/21/2006 ~==================~ Sale P rice: 11 55 ,500 Basic Building C h a r act eristics Number of R eside ntia l io I Buildings: Numbe r of Comm!Ind lo I B uildings: No B uilding R ecords Found T ax Info rmation Tax Year II T r a n sactio n Typ e II Amount II II http://www .garcoact.cornlassessor/parce l.asp?ParcelNumber=2407172 J 1052 10/4/2006 COUNTY OF GARFIELD -BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 rings, Colorado Phon ?/ Job located at DDlfk &~a eeJ Permit No. )o;/(e I have this day inspected this structure and these premises and found the following co~rections needed: 0 ~~ ~~~I ur-4/ ~c~.e) So/,q' bloc;ks a.lfd'Vn-/5-cfA )Je~ _ ~ ~ e tuL.t- ~ ~ ~ C{.. ~ ~ __.ki~_.~L/L ~A; (JwJX ~ ~ ---r\T r 0-v.-- 0 &:; ~ ~-~ <1-t 15{ ~~ ~ cd-.;;>~ ~~~~P~~~ ~--h ~ ~-~ ~~ ~ 40 Ju.-v- ,hrv.Jd t"-&e-~~~I ;z''oL.:.....jdJ cor Vt-S-L 5w':J. h.~ . · . . 0 ~/oor jt9UJs /'~~I'L> So/;/ ~h~ J- ;?~c!~ · .. ~ f.,d-.. iT>' I!JL ~ ~~ ~ c;.:f iM, $' k~ . , -~~ ~ ~/d._~ ~J::: / ~o~ h~~ait~~~~~=on~::\!pect 1 before covering. ---- , call for inspection at 970-384-5003. Date ;/ 3 E 20 Ot, Building Inspector ~4/~ Phone (970) 945-821 ~ ~~ t_ uf/el~ COUNTY OF _ GARFIELD -BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 00% Z~cl Permit No. / O(t/(o I have this day inspected this structure and these premises and found the following corrections needed: ~dfq il F£/: /8-«A---F You are hereby notified that the above correction must be inspected before covering. When corrections have been made, call for inspection at 970-384-5003. Date t L/ r ' r ) I v 1 7\ !Ji Building Inspector ~'btf 1/ Jl1 f/ ~~ r T''"" Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 40 1 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at fJ{JI/{z ~a Permit No. /rJJ liL I have this day inspected this structure and these premises and found the following corrections needed: 1-lw t J ~~Is r~ ~ ~ ()/~~ ~~~J3~#~ ~-tjo fr~~ ' You are hereby notified that the above correction must be inspected before cover ing. Wh en correctio ns h ave been ma de, c all f or inspectio n at 970-384-50 03. Date (/~ J& 20 ~ Building lnspec~r ~~n.a. Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING PERMIT CORRE CTION NOT I CE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 00~ . ~ {'.;!. Permit No. /0 1Lfe I have this day inspected this structure and these premises and found the following corrections needed: ;)7/o ~071 DtJ t/ 2-) ~c/ ~~ Vt1~~~ 3)~ad~~~~ i -!~ ~ wd!&-. £/) ?; 1m r-~ fii /Lt - You are hereby notified that the above correction must be inspected before covering. Wh en c orrect ions have been made, ca ll for insp ection at 970-384-500 3. Date //--/3 ----;Tb-, . 2~ Buildi ng Inspector _ ____:/t/f?1.A~:..::.....__:_?{//_..:::::..___:__r_ / /-=-=-U£-CX------:r ;S~"·~ iu ~ ~ ~ No. ----4-) Q~;"-1..\ --~.Ll....:::..Lo __ _ Assessor's Parcel No. ·7. ll() l --1 -I '1. -j)-05 Z. Date \(')I ~ I o<o BUILDING PER~ CARD Job Address c--.,.0 l\lc f~_C\.Pj lO. c) Cs-) ( err '2 2 -rf I r ~ -_-.,.,..· _h~5lt Owner 1 )\ O.C ·b-lx) ~0-\' · . Address L/ ' c , ,f~one # L 74 Y3 ll Contractor lAC 6 C L 0~~· c__-+c v 5 Address C7 I ~ . { M. C'l\<1 <; f~~~# ·-z_ 70-C'O fD Setbacks : Front Rear RH, _____ LH -----Zoning 7J7Iz 7 · i :J-,u:;. {;1-'1";/ -(f I 5 lf O"i"' C.. -s p. -.0 \ UN· po--;-,~ '4-P...i-t-· C::[.,\,..-. INSPECTIONS -,-l J Soils Test Weatherproofing ____________ _ Footing lo ~ 11-o,c MtVl Mechanical _____ -rr-~--..,------ Foundatidn I D-2 2> -~ ~ Electrical Rough (State) _fl!,.;-,·,u8'_-~0~Vc__ ___ _ Grout ~iactEi al in (State) 'l:("l--1--(01 Underground Plu}-mJling ~ Final Checklist ompl~ted? __.- Rough Plumbing J-\\.1-_Q___~ Certifi ate Occup ncy___~......,....._!..-L.·~""'------- F raming 1 ?---t> b Date -"'~L·~:A~q.J.·y::.__ ______ _ Insulation ti ·i(:opiJit f!hl,..f"fr. <-;0 J41\t0 Septic System # ----------- Roofing Date ------------- Drywall 11--1-o ~ Final Gas Piping 1[--XDi{ ~ · Other , . . 0 LA.:t'-L ,~,..c<-~ p~o -b c-o L ·~.-'CL-cL '--"'S..t.t.L :t \.... NOTES f( /fM e:/t(l -. tp{JA.-tt-' I o /Jrn ,···!>"~:J Co)f -i ' · ., 1 • • · -.d r . .J....• / ( r 17 f-to -t t!?-00 7!<(-1'-'--'-A. 1<-J-<-~-r"L< r.-· ~/.,/...crY / c;.-•-Lf'l?L 1-0u -•-J( ··· 'Or . . ,-, -\ l!v'-:-L~-C::./h.o ·~~ ~d.~ r_· . 0 . 4 1-:c;( . t_~ ~_!1 -:r;..V t -C...nc<'--1;---'Lk ·f 5C ·C(_';. r -r· 1 /--tr-:..>--.L_C-Cl..(? (continue on back) I!XTI!RIOR ,/ Address No . ----------r~--- Dralnage ------------- Decks-support & clearance to wood ~,v~f[ ___ _ Oecks-atairs & rails ____ --~.M~lf.__ ___ _ Exterior locks ___ __:_ _ __:_V'----,,------ Fiashing around doors & windows __ / ____ _ Insect screens _______ / ____ _ IHTI!RIOR GARAGE I Fire wall separation ------,rL----- Service doors-1¥1 " min.--------- Door (20 min .) w/auto closer-1 ~ .. miry: ____ _ Mech. equ ip. 18" above lloor __ v _______ _ No opening into sleep ing area _ __:_ ____ _ BASEMENT-CRAWL AREA Access _______ __:_+----- Insulation-------~----- Headroom/Stairs _____ -=--.----- Ventilation ---------=------- FINAL CHI!CKLIST MECHANICAL ROOM Boiler __________ _ Hot water -----.1---t-?------- F.A. gaa/oii_~Vc....:. o:..:.r-:;..:...1(=>-------- Fioor drain __ f _______ _ Clearanc e _________ _ Air con. system ~ -t Hot water heater ~lh-li\ · Combustion air __ -r----- Gas piping. valves _...;.___ _____ _ LPG Drain Vl( FIREPLACE/STOVE Clearance to combuslibles _--'-"w'--"--- Termination of chimney-_____ _ Combustion air _______ _ Hearth (12" or 20 " on sides) ____ _ Glass doors ________ _ Certified by : ________ _ REMARKS STAIRWAYS ' . Headroom (6'6") --------- Railing & guardrails -.,---,-'------ Width ,,z,c Rise & run ---------- KITCHEN / Clearance above grill ___ -r----- Exhaust tan -------r---- Broiter exhaust (1 hr. chase) --=------ BEDROOMS Egress ______ ~__:_ ___ _ Smoke detector ------r----- BATHROOMS Exhaust fan ------,..'------ Shatterproof glass ________ _ OTHER (if INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTI CE REQUI~ED FOR INSPECTION S BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued.l.Ql~}.O.~ .... Zoned Area ............................... Permit No ... J.Q.J.4.~ ............ . AGREEMENT In consideration of the issuance of tliis 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 des~ribed structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. u .. sj.f on C·5P·~~~tt*· ~ Address or Legal Description C 'PD./ L o+ 5: Ownern\cx:..k. be') ert\.. Contractor Ac...6 Ct:Mffruc..+ws Setbacks Front Side Sjde Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection . INSPECTION RECORD Footing / /)-/ /-/) 6 ihfj Driveway Foundation /0-2-3-06 ifM f-Ill ~ Underground Plumbing Insulation I 1--:),Vb ,(}rJ- Rough Plumbing J/-1 (, -{J b /Jv7"--Drywall I 'l-'1_..-o(p w Chimney & Vent 11...-5 -oC f<:yy.__, Electric Final (by State Inspector)cl-/ z, 7} tJ 1 Gas Piping J/-z '!Jb NnL-Final Jv/ -zh /0 7 IJ-M__ ·Electric Rough (By State Inspector) ljf'J;k.J , Septic Final Ill If Framing /1--5"-oltl ~ (To include Roof m place and Windows and Doors installed). Notes : at-Ut:-tf of( 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 C all 384-5003 108 8th Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD Date toJ!>Jou By Mfvllr1/JN IF PLACED OUTSIDE -COVER WITH CLEAR PLASTIC