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Application - Permit
Garfield County No. I \e£53 Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: 0047 Black Sulphur Place, Parachute Locality: Tamarisk Amd Plat Flg2-Lot 2-blk 9/2409-241-09-002 ----------------------~----------------------------- Use of Building: IRC factory built home on foundation w/att garage Owner: Cimarron Land & Homes Contractor: Owner Amount of Permit: $530.06 ------------- !level IRC home $400.00 total $930.06 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'• Street, Suite 401, Glenwood Springs, CO 81601 Permit No. Phone: 970-945-8212/ Fax: 970-384-3470 I Inspection Line: 970-384-5003 t(){;S3 ParceUSchedule No. R800349 ~Lt\B.-~L\\ -OC\-Or:J~ Job Add res~0 47 Black Sulphur P lace, Parachute CO 81635 LotNo.: 02 Block No.: 09 S ubd . I Exemption: 2 Owner: Cimarron Land & Homes LLC Address: 73E Sippre lle Dr, Parachute CO 81635 3 Cont ractor: Cimarron Land & Homes Address: 73E Sipprelle Dr, Parachute CO 8 1635 4 A rch itect I En g in eer: Greg Robson Address: 73E Sipprelle Dr, Parachute CO 81635 5 Sq. Ft. Of Building: 1369 Sq. Ft. Of Lot: 9982 6 Use o f Building: Si n g le Family Dwe lling 7 D escribe Work: Excavation, Fo tU\dati on, Set Modula r, Site Concre te, A ach Site Built Garage 8 C lass of Work: 9 Garage: 10 11 12 Specia l Conditions: 181 New o Addition o Single 181 Double 181 On-Site Sewage Di sposal a o Alte ration o M ove Carport: 181 Site P la11 Adjusted Valua tio ns: NOTICE Plan C h eck Fee: A SE PARATE ELECTRICA L PERMIT IS REQUIRED AND MUST BE ISSUED BY THE v f STATE OFCOLORAOO. 208' CT THIS PERMIT BECOMES NULL AND VO ID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTR UCTION UI< WOKK IS SUS PEND ED OR ABANDONED FOR A PE RIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREB Y CERTIFY THAT I HAVE READ AND EXAM INED THIS APPLICATION AND I KNOW THE SAME TO BE TRUE AND CO RRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN; WHETH ER SPECIFIED H EREIN OR NOT. THE GRANTING OF A PERMIT OOES NOT PRESUME TO GIVE AUT HORITY TO VIOLATE OR CANCEL THE PROV ISIONS F ANY OTHER ST E OR LOCAL LAW REGULATING CONST RU OR T PERE ANC F NSTRUCT I N . OCCGroup: :f(l{__ Zoni.n g: AGREEMENT Ph: 285r7330 Ph: 285-7330 Lic.No. Ph: 285-7330 Lic.No. Height: 14' No. o f Floors: One o Single o Double P e rmit Fee: Da te Permit Issu e d : Cons t. Type: Setback s: ISDS No. & Fee: PERMISS ION IS H ERE BY GRANTED TO TH E APPLI CA NT AS OWNER, CONTRACTOR AND/OR TH E AGENT OFTHE CONTRACTOR OR OW N ER TO CONSTRUCT THE STRUCTURE AS DETAI LED ON PLANS AND SPEC IFICATIONS SUBM ITTED TO AND REVIEWED BY TH E BUILDING DEPARTMENT. IN CONSIDERA TJON OFTHEISS UANCEOFTHIS PERM IT, TH E SIGNER HEREBY AGREESTO COM PLY WITH ALL BUILDING CODES AND LAN D USE REGULA TJONS ADOPTEDBYGARFIE LDCOUNTYPURSUANTTOAUTHORITYGIVEN IN30.28.201 CRSASAMENDED . THESIGNERFURTH ERAGREES THATI FTH EABOVESA ID ORDINANCESARENOTFULLY COM I'LIEDWITH IN THE LOCATION, ERECTION, CONSTRUCT ION AND USEOFTHE ABOVE DESCRIBEDSTRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRI NG THE CORRECTION OF ERRORS IN SAID PLANS,SPECIFICATIONSAND OTHER DATA OR FOR PREVENTING BUILD ING OPERATION BEING CA RRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTH ER ORDINA NCE OR REGULATION OF THIS JURISDICTION . THE REVIEW OF SUBMITTED PLANSANDSPECIFICATIONSAND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPT ANCEOF ANY RESPO NS IBILITI ES OR LI ABILITI ES BY GARFIELD CO UNTY FOR ERRORS, OMISSIONS OR DISCREPAN CIES. THE RESPONSIBI LITY FOR THESE ITEMS AND IMPL EMENTATION DURING CONST RU CTION RESTS SPECIFI CALLY WITH TH E ARC HITECT, DES IGNER, BUI ER AND OWNE R. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUP PORT OF TH E OWNERS INTE REST. Garform .003 The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector. 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road. 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non- absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing. 4. All bathrooms must be complete with wash bowl, tub or shower, toilet stool, hot & cold running water, non-absorbent floors and walls finished and a privacy door. 5. All steps outside or inside over three (3) steps must have handrails, guardrails on balconies or decks over 30" high constructed to all IBC and IRC requirements. 6. Outside grading done to where water will detour away from th.e building . 7. Exceptions to the outside s teps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e., weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made . 8. A final inspection sign off by the Garfield County Road & Bridge Dep;;1rtment for driveway installation, where applicable; as well as any final sign off by the Fire District, anchor State Agencies where applicable. 9. If you will be connecting to a public water and/ or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of aC.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATlNG PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certif a te of Occupancy for th e dwelling under building permit# \CJb'S3 "'"''-. ez~~"}_,f~, Signature Date I Bpa pp lie a tionoctober2006- VALUATION/FEE DETERMINATION Applicant C, 1?1'14Ro,.__ L t I+ Address L-J1 13J.u.k S"-1 pbwt P~ Date q -'-/ · C)1 Finished (Livable Area): Main Upper Lower Other Basement: Total Square Feet Valuation Unfini s hed Conversion of Unfinished to Fini s h ed Plan Check Fee for Conversion Garage: Valuation L-Jo c x l ~ _ Valuation r"] zoo Subdivision ~Ail-IS /c.- Lot/Block L _ 2 g _ "1 Contractor L.t M ,ftUZ-~1"' Crawl Space: 13i:,q XG1 Valuation I ..-IZ 3Zf Decks/Patios: Covered Valuation Open Valuation Total Valuation J 15~1 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure prepared by a. licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or more must be shown on site plan. (NOTE: 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 surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. · Yes X 2. Does the site plan, when applicable, include the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes X 3. Does this site plan include any other buildings, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks do apply. Yes X 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes X 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? A floor plan of the modular unit showing exterior doors is required. Yes X 6. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted without it. Yes X No ____ _ 7. Will this be the only residential structure on the parcel? Yes X No IfNo,Explain _________ _ 8. Have two (2) complete sets of construction drawings been submitted with the application? Yes X 2 9. For the placement of a manufactured home, have the following been specified? The size of the unit (min. 20ft x 20ft); live roof load (min. 40# could be more depending on elevation of property); wind design (min. wind speed of 90 mph); foundation design; method of anchoring? Yes X 10. Have you designed or had this plan designed while considering building and other construction code requirements? Yes X No _____ _ 11. Do your plans comply with all zoning rules and regulations in the County related to your zone district? Yes X No ____ _ 12. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes X No ____ _ 13. Do you understand that approval for design and/ or construction changes are required prior to the application of these changes? Yes X No ____ _ 14. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any. "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes X No ____ _ 15. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30a.m. and 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes X No ____ _ 16. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes X No ____ _ 17. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupaucy and occupancy of the building? Yes X No _____ _ 3 18. Are you aware as part of the submittal for a building permit, you are required to show proof of a driveway access permit from Garfield County Road & Bridge Department or if applicable the State Highway Department? If a permit is not necessary, then a letter stating that information is required. You can contact the Road & Bridge Department at 625-8601 or refer to the phone book for the State Highway Departments number if applicable. Yes X 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 X No. _____ _ 20. Are you aware that on the front of the Building Permit Application , you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to-the submittal of a building permit application? Your attention in this is appreciated. Yes X 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 X No _____ _ 22. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an agent and that the party responsible for the project must comply with the Uniform Building Code? Yes X No _____ _ 23. Are you aware, that if you receive your water and/ or sewer from an 1'\ssociation, a District or Municipality, you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption) at the time of the building permit application submittal? Yes X No _____ _ 24. Do you understand that if you are planning on doing any excavation or grading to the property prior to issuance of a building permit that you will be required to obtain a grading pennit? Yes X 4 I hereby ~that I have read, ability. ~ I Signature of Owner Phone: (970) 285-7330 (days) understand and answered these questions to the best of my Date ---~N_,_.!'-...!A~ ______ (evenings) Project Name: Cimarron Land & Homes, LLC I Manufactured Horne on foundation Project Address: 47 Black Sulphur Place, Parachute CO 81635 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 begiiming the plan review process. Delays in issuing the permit are to be expec ted. Work may not proceed without the issuance of a permit. If it i s d e termined by the Building Official that additional information is n ecessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpminreqmhFeb2005 5 PLAN REVIEW CHECKLIST Applicant c,_, rYJ 1}#2-/2-o;...) L cf-/-1-Date 'J -L-j -0 1 Building _£Engineered Foundation ~Driveway Permit -~ ~Surveyed Site Plan ----L.L.-Septic Permit and Setbacks ~ 4 Grade/Topography 30% __ Attach Residential Plan Review List ~Minimum Application Questionnaire v/subdivision Plat Notes ~Fi re Department Review _J_ Valuation Determination/Fees · _J_Red Lin e Plans/Stamps/Sticker ~Attach Conditions ~Application Signed ~an Reviewer To Sign Application L_Parcel/Schedule No. ~£.. O~r/ ~0# Snowload Letter-Manf. Hms. t/' Soils Report GENERAL NOTES: Planning/Zoning __ Property Line Setbacks __ 30ft Stream Setbacks Flood Plain ~ilding Height~~A~;[ ~ _Lzoning Sign-off ~O .e-\e. I Road Impact Fees --j_HOAJDRC Approval --7::radeff opography 40% Planning Issues j ' Subdivision Plat Notes WARRANTY DEED THIS DEED, made this 21'1 day of August, 2007 between BATTLEMENT MESA LOT HOLDINGS, LLC, a Colorado Limited Liability Company, as Grantor, and Cimarron Land & Homes, LLC whose address is: as Grantee. 363 County Road 251, Rifle, CO 81650 WITNESSETH, That, the Grantor, for One Hundred Dollars ( $100.00 ), and other good and valuable consideration, the receipt and adequacy of which are acknowledged, has granted, bargained, sold, conveyed and transferred, and by these presents does grant, bargain, sell, convey and transfer to Grantee, its heirs and assigns forever, all the real property, together with improvements, if any, situate in Garfield County, Colorado, to-wit : Lot 6 Block 12 Amended plat of Lot 6, Block 12 second amended plat of Blocks 11, 12, 14, 15, 16, 17, 18, 19,20 and 21 Saddleback Village Filing No. 1 According to the plat recorded February 8, 2001 as Reception No. 575839 Lot 7 Block 16 Saddleback Village Filing No. 1 The plat of which is recorded as Document No 393852 and as shown on the second Amended Final Plat of Blocks 11, 12, 14, 15, 16, 17, 18, 19, 20 and 21 Saddleback Village Filing No.1 recorded as Document No. 427125 Lot 2 Block 3 First Amended Plat of Tamarisk Subdivision Filing No. 2 According to the amended Plat Lots 1 and 2, Block 3 First Amended Plat of Tamarisk Subdivision, Filing No.2 recorded March 19,2001 as Reception No. 517773 Lot3 Block 4 First Amended Plat of Tamarisk Subdivision Filing No.2 According to the amended plat of Lot 3, Block 4, First Amended Plat of Tamarisk Subdivision, Filing No.2 recorded March 19, 2001 as Reception No. 577774 Lot 2 Block 4 Lots 2 and 4 Block 9 Lots 10 and 11 Block 10 First Amended Plat of Tamarisk Subdivision Filing No.2 According to the plat recorded August 17, 1998 as Reception No. 530564 RESERVING AND EXCEPTING unto the Grantor all water and water ri ghts (whether tributary, non-tributary or not non-tributary, adjudicated or unadjudicated), ditches and ditch rights, reservoirs and reservoir rights, wells and well rights, and springs and springs rights on, underlying, and appurtenant to, or historically used in connection with, said lands: AND FURTHER RESERVING AND EXCEPTING unto the Grantor all minerals and mineral rights, rights to oil and gas, and oil and gas royalties in and und er said lands, which otherwi se have not been reserv ed previous ly or conveyed by parties other than Grantor, a nd the right and privileges of mining and/or removing same insofar as such can be removed without materially impairing the subsurface or lateral su pport of said lands . TOGETHER with all and singularthetenements, hereditaments and appurtenances thereto belonging or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all of the estate, right, title, interest, claim and demand whatsoever, of the Grantor, either in law or equity, in and to the lands described herein. TO HAVE AND TO HOLD the said lands and tenements, hereditaments and appurtenances unto Grantee, its heirs and assigns forever; subject, however, to all easements, covenants, conditions, restrictions, reservations, exceptions, rights-of-way, and other matters of record affecting the herein described lands, all building and zoning regulations of Garfield County, Colorado, all special or other statutory districts, ad valorem taxes for the current year and succeeding years, discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the lands described herein would disclose and which are not shown by the public records. And the Grantor, for itself and its successors, covenants and agrees to and with the Grantee, its heirs and assigns, to warrant and forever defend all said lands and rights in the quiet and peaceable possession of said Grantee, its heirs and assigns, against a11 and every person or persons lawfully claiming or to claim the whole or any part thereof. IN WITNESS WHEREOF, Grantor has executed this Deed on the date first set forth above. BATTLEMENT MESA LOT HOLDINGS, LLC, A COLO !TED LIABILITY COMPANY By: Title: Authorized Agent State of Colorado ) ) SS: County of Garfield ) The foregoing instrument was acknowledged before me this 21" day of August, 2007 by Eric Schrnela as Authorized Agent for BATTLEMENTMESALOTHOLDINGS, LLC, a Colorado Limited Liability Company. WITNESS my hand and official seal. My commission expires: DENNAROO~ NOTARY 1'1/BJ u; STATE oF coi,oliino My CommJssJon Expires 0;;27t200g When recorded, return to: Cimarron Land & Homes, LLC 363 County Road 251 Rifle, CO 81650 c:\BMP deeds '07.wpd rarceJ uetau Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/IreastJrerProp<;r(Y Search I Assessor Subset Q!Jery I Assessor Sales Search Clerk. .. &.::_Record!:!LReception SemJ::h J;lasi<: .. B.llildiJJgCh&racteristics I Im> ... Inform<Hion Parcel Detail I Value Detail I Sales Detail I Residential/Commercia! Improvement Detail Land Detail I Photographs I Tax Area II Account Number 1/ Parcel Number II Mill Levy I I o8o II R800349 II 240924109002 II 39.826 I Owner Name and Mailing Address !BATTLEMENT MESA LOT HOLDINGS, LLC I 1950 17TH STREET STE. 1875 I !DENVER, CO 80202 I Legal Description ISECT,TWN,RNG:24-7-96 SUB:TAMARISK I IAMD PLAT FLG #2 BLK:9 LOT:2 DESC: I IRESUB OF BLOCKS 6,7 & 8 PRE:R770001 I IBK:0747 PG:Ol94 BK:0735 PG:0142 IBK:0601 PG:0658 BK:1930 PG:502 IRECPT:724203 BK:1668 PG:443 IRECPT:669853 BK:0769 PG:0518 Location Physical Address: IIBLACK SULPHUR PL PARACHUTE! Subdivision: IITAMARISK AMD PLAT FLG #2 I Land Acres: llo Land Sq Ft: 119,982 I Section II Township II Range I I 24 II 7 II 96 I http://www.garcoact.com/assessor/parcel.asp?AccountNumber=r800349 8/23/2007 rarce1 uerau Page 2 of 3 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 5,95oll 1,7301 I Improvements: oil ol I Total: I 5,95oll 1,7301 II Sale Date: I Sale Price: I Basic Building Characteristics Number of Residential jo I Buildings: Number of Comm/Ind jo I Buildings: No Building Records Found Tax Information I Tax Year Transaction Type II Amount I I 2006 Tax Payment: Whole II ($66.52)1 2006 Tax Amount II $66.521 2005 Tax Payment: Whole II ($86.46)1 2005 Tax Amount II $86.461 2004 Tax Payment: Second Half II ($44.50)1 2004 I Tax Payment: First Half I ($44.50)1 2004 II Tax Amount $89.ool 2003 II Tax Payment: Second Half ($51.24)1 I 2003 Tax Payment: First Half ($51.24)1 I 2003 Tax Amount I $102.481 I 2002 Tax Payment: Second Half ($56.20)1 2002 Tax Payment: First Half ($56.20)1 2002 Tax Amount $112.401 2001 I Tax Payment: Second Half I ($53.50)1 2001 II Tax Payment: First Half II ($53.50)1 2001 II Tax Amount II $107.001 2000 II Tax Payment: Second Half II ($61.36)1 II II http://www. garcoact.com/assessor/parcel.asp? AccountN umber=r800349 8/23/2007 rarceJ uetail I 2000 II Tax Payment: First Half II ($61.36)1 I 2000 II Tax Amount II $122.721 I 1999 II Interest Payment II ($0.50)j I 1999 II Interest Charge II $0.501 I 1999 II Tax Payment: Second Half II ($50.40)1 I 1999 II Tax Payment: First Half II ($50.40)1 I 1999 II Tax Amount II $100.801 Top of Pag>: Assessor Database Search Options I Treasurer Database Search Options C!erk&.RecoxderDatab.ase. S.earchQption.s Garfield County Home Page Page 3 of 3 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 :I lwww. garcoact.corn!assessor/parcel.asp? Accoun tN umber=r80034 9 8/23/2007 b L :JtlbLI Garfield Co AJ!plic:ation for Driveway Permit Person Obtaining Permit: Cimarro11 Land and Hollies Application Date: 817/1007 County Rotul Number: J74K Dhtrlct: Silt Permit NuMber: v .. ~ .. 'Y Termination Date: u/7 '/7PIIII7 l1tspector: JIIU Mall hereby requests pennission and authority from the Board of County Commissioners to construct a driveway approach (es) on the right-of-way off of Cowtty Road. 374K. At Address of 47 Blae• Sulphur Plaee, located on the~ side of road for the purpose of obtaining access to property . Applicant submits herewith for the consideration and approval of tbe Board of County Commissioners, a sketch of the proposed instaUation showing all the necessary specification detail including: 1. Frontage of lot along road. 2 . Distance from centerline of road to property line . 3 . Number of driveways requested 4. Width of proposed driveways and angle of approach. 5. Distance from drive'Yay to road intersection, if any . 6 . Si.:le and shape of area separating driveways if more than one approach. 7. Setback distance ofbuilding(s) and other structure improvements . 8. No unloadjng of equipment on county road, any damage caused to county road will be repajred at subdivision expense. 9. Responsible for two years from the date of completion . General Pro\'itlons 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 pwpose 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 constJUction of the driveway(s). All work shalt be completed within thiny (30) days of the pennit date. 3) The type of construction shalt be as designated and/or approved by the Board of County Commissioners or their representat1ve 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 l'eason of the exercise of the Pennit. 5) The Applicant shall assume responsibility for tb.e mnoval 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 operat1ons. 08/07/2007 01:43 KUAU 14NU Dl"'(lU\ll:. IH\JC u-. '6) ln the event 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 Commissioru:J:s. 7) No revisions or additions shall be made to the driveway( a) or its appurtenances on the right-of-way without written pennission 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) l>'lnallnspeetlon or driveway will be required apon completion and must be approved by penon iuuin1 permit or representative of penou lnlllnll: permit.. The lnspectiolllllld sign orr must be done prior to aay CO from the Building and Planning Department being issued. 10) Contractol' agrees tu all Provlsloas In E.lblblt A. Sueelal COildlUons: 1. Driveway Width-16 ft l. Culvert required? False Size: by 3. Asphalt ol' concrete pad required? False Size of pad: 4. Gravel portion required? False Lmgth: S. Trees, brush and/or fellce need to be removed for vlslbWty? False 6. Dlstaace ud Dlreetion: 7. Certified Trame Colltl'ol Required? False 8. Work zone signs required? True lo signing this application aod upon receiving authorization and permission to install the driveway approach (es) described herein the Apj>licant signifies that he has read, IDtderstands and accepts the fo!egoing provisions and conditions and agrees to construct the drivcway(s) in accordance with the accompanying specification plan reviewed and approved ~. by the Board of County Commissioners. Slgned: -~ /£.M Cimarron ~ Address: i2<A _$1efii:,...l\oz...::t-te-, ~"T\1-. ~Co Telephone Number: __ 'Z.c.:::;._,8~S'---J-1,t-~:;;...:~::.O=--- Permit granted Bn/2007, subject to the provisions, apeclOcadoas and colldltlons stipulated herein. For Board ofCoWJty Commissioners' of Garfield CoiDtty, Colorado: QaxfrttML) J Representative of Garfield County Road and Bridge Signature Date Issued: Issued To: Address: Telephone #: Type of Connection: Describe Other: Service Address : PERMIT FEE: CONSOLIDATED METROPOLITAN DISTRICT CONNECT PERMIT July 11, 2007 Permit#: C02-5294 Cimarron Land & Homes LLC Homeowner Contractor XXX 73 Siggrelle Dr Ste E3 Parachtue CO 8163 5 970-285-7330 ~ ~ Other 47 Black Sulghur Place tQ)rlf $50.00 The permit fee covers the cost of ONE trip to inspect all services indicated above. If more than one inspection trip is required , they will be billed at $35.00 per trip. Plans must be submitted to the District for approval PRIOR to this permit being issued to insure compliance with the District Rules and Regulations. ColUlections and installations must be in accordance with the approved plans. The District requires a 24 hour notice for all inspections (excluding weekends and holidays). No inspections will be performed on weekends or holidays. All colUlections and lines must be fully exposed for inspections. All service connections must be inspected and approved prior to the District providing water and sewer services. Customer Signature : Date: Arnie Issued By PLEASE DO NOT PA.fF~i)iji:jjis 4PPLICATION FQflN INVOICE WILL FOLLOW BATTLEMENT MESA SERVICE ASSOCIATION ARCIDTECTURAL COMMITTEE APPLICATION & CHECKLIST (for New Home Construction projects) Homeowner: Pam Leuallen -- Home Mailing Address: _318 County Road 303, Parachute CO 81635_ Home Phone: 285-9442 - - Project Address:_ 47 Black Sulphur Place_ Lot: 02 Block: 09 Subdiv : _Tamarisk Meadows Production Home Plan Name (if applicable): _Skyline Manufactured Home Plan "Lexington" Model_ Homebuilder: Cimarron Land & Homes, LLC. Business Mailing Address : 73 Sipprelle Drive I Suite E3, Battlement Mesa CO 81635 Busine ss Phone: (970) 285-7330 Fax (if desired): (970) 285-7303 Submittal Date: 8/13/07 Estim . Start Date: 10/1107 Estim . Completion Date: _12/31107 _ SUBMITTAL REQUIREMENTS: Two Copies each of items 1, 2 & 4 need to be subm ~~ (Check-off items attached to the Application. Fill in spaces as indicated.) t © f· \\ X 1. Site Plan Drawing ( 1 11 = 1 0' or 1 11 = 20' scale) with the following info~ation shown: X Lot, Block & Subdivision name. X Street Address of Project. X Building Setback Lines (als o fill-in the shortest distance between property line to the exterior wall closest to that property line). Please be aware that all Building Setback Lines are taken from your Property Line Pins!! Your Property Line is NOT the Curb Line!! Dwelling Unit Garage Front Setback: 24'0 18'0 - Left Side Setback: 8'0 n/a - Right Side Setback : n/a 8'0 - Rear Setback: 70'0 n/a X Utility Easements. X 55' Clear Site-Line at Intersection Comer Lots . X Site Grading Elevations & Drainage. X First (main) Floor Height in relation to top of street curb at front-center of lot. X Driveways (including width of driveway), Walkways , Patios, etc .. n/a Outbuildings. Page 2 of 6 X 2. Architectural Drawings (114" = 1' or 118" = 1' scale) with the following information shown. X Floor Plan(s) with overall dimensions (fill-in the following square foot areas). n/a First Floor Finished Living Area: Second Floor Finished Living Area: Lower Floor Finished Living Area: Total Finished Living Area: Total Unfinished Living Area: Garage Area: _1369 _square feet _ n/a _ square feet _ n/a _ square feet _1369 _square feet n/a square feet _ 400 _ square feet Building Elevations Plans indicating doors, windows, exterior materials, building height, roof pitch, roof-mounted evaporative coolers, etc. (Std. manu f. home plan on file.) Maximum building height to highest ridge line or building structural projection _14 _feet above top of street curb at front-center of your lot. X Engineered (stamped) Foundation Plan. n/a Outbuildings indicating dimensions, elevations and overall height to ridge line. X 3. Exterior Materials (fill-in the selections below): X X X X n/a n/a X X Roofing Material: _3-Tab Comp. Shingle_ Primary Siding Material:_ Vinyl Lap_ Accent Siding Material:_ Vinyl Shutters_ Trim Material: _Vinyl_ Masonry Material: _n/a_ Stucco Material: _n/a_ Front Door Material: _Insulated Steel_ Garage Door Material: _Steel Overhead Door_ Color: _Gray_ Color: _Country Beige_ Color: _Eclipse_ Color:_ White_ Color: n/a Color: _n!a_ Color: _Pre-Finished White_ Color: Pre-Finished White . -- BODY COLOR TRIM COLOR ACCENT SHUTTERS (WHITE) Page 3 of 6 n/a _n/a_ X n/a n/a n/a nla n/a 4. Landscape/Irrigation Plans with the following information: Planting Plan (indicate areas of irrig.lawn, tree placement, shrub beds, ground cover, etc). Plant Material listing by species of trees, shrubs and grasses. Groundcover Material with weed control barrier. · Fences. Other Landscape Improvements (decks, site lighting, flag poles, etc.). 5. Variance Request (if applicable) Give details below: 6. Residential Construction Monetary Deposit: (Existing pre-paid deposit by CLH.) 1/We hereby acknowledge and understand that our failure to complete Home Construction, Improvement Projects or Landscaping Construction within the time constraints noted in Conditions 2. & 3. On Page 6 of this Application will result in a Notice and Opportunity for a Hearing before .the BMSA Board of Directors. If 1/W e are found in violation of these Conditions at the Hearing it will result in a fine to the Owner of not less than $500.00 per month for each full month in excess of the allotted completion time frame. 1/We hereby acknowledge that Home Construction or Improvement Projects or Landscape Construction features which are built in non-conformance with this full application, including the Conditions of Approval noted on Page 6 of6 herein, 1/Wewill be cited by the BMSA/AC in written citation form at the time of discovery. In extenuating circumstances a Variance may be requested from the BMSA/AC, provided such Variance request item is within the purview and approval jurisdiction ofthe BMSA/AC. If a Variance is not granted by the BMSA/AC and ifthe Non-Conforming Items are not corrected within 60 days after the date of written citation, 1/We will be served Notice of a Hearing before the BMSA Board of Directors, and ifi/W e are found in violation of these Non-Conforming Items at the Hearing 1/W e will be fined a minimum of $500.00 per Non-Conforming Item. Notwithstapding the foregoing, 1/We acknowledge that the BMSA Board of Directors and/or Architectural Committee may pursue any legal remedy available in the event of a non-compliance. Page 4 of 6 Failure to pay fines levied as determined at the Hearing may also result in a Lien being placed on your Property or litigation Process initiated by the BMSA Board of Directors to secure conformance with this full Application and its respective Conditions Of Approval. 1/W e understand that Architectural Committee approval does not constitute approval ofthe local building department, drainage design or structural soundness, nor does it constitute assurance that the plans comply with all applicable codes, regulations, ordinances and laws. 1/We further acknowledge that any subsequent field changes which 1/We may desire to the Home Construction or Improvement Projects of this original Application Submittal and the original Conditions of Approval issued by the BMSA/AC will require an additional Revised Application Submittal on our behalf, and that 1/We will not proceed with any subsequent field changes until a Revised Conditions of Approval have been issued to us by the BMSA/AC. Owner's Signature(s): Owner's Printed Name(s): I>ate: ~ Builder's Signature: Olio-<.. .fPr&l\ 'Wilde Builder's Printed Name: _William Wilde, Manager_ I>ate: ~ Jry {01 Page 5 of 6 / This portion of the Application Form is to be completed by the Architectural Committee (not the Applicant). CONDITIONS OF APPROVAL or DISAPPROVAL 1. No sitework or building construction may proceed on any Lot (including no preliminary site 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 Permit (as required by Garfield County for new home or Renovation projects). 2. All general building and site improvements construction for any Project shall be completed and shall have issued a Certificate of Occupancy from the Garfield County Building Department no later than one (1) year after the issuance date of this Architectural Committee Aoproval. 3. The complete landscaping and revegetation of the improved Lot, to specifically include the front, side and rear yard areas, shall be completed no later than six ( 6) months from the date of the Certificate of Occupancy. 4. If the selection of colors and /or landscaping plans are not included with this application they must be submitted for approval before any action is taken to install the missing items. 5. 6. Completion Date Reqahed By 7. Ap.plicati~val (Ini~al.s of Archi:al Cpmrnitteq~embers): By. · L·\ L_?L/ I.AJ.ff.. __ _ Application Ap r ed for Constru subject to ve conditions: By Chairman: ~~~~f---~'::k.:!::::'9-'~~~-----Date: I()~/ Application Denied (Initials of Architectural Committee Members): By: Application Denied for reason(s) stated above: By Chairman:--------------------Date: ____ _ Page 6 of 6 12/20/2007 14:42 Dec 20 07 09:08a 9702857303 CIMARRON LAND & HOME • COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT I CORRECTION NOTICE II Date Received: 11-DEC-07 Poontt Nurrber. 632«!70 !I ContractoriHomeOWner: MARK BRIELS ELECTRIC 47 BLACK SULPHUR PLACE Final Addl'e$S: Type of ln•pectlon: Action: Accepted. Comments or Corrections: Electrical Final OK No building card available Inspectors Name: Cyrus Tuchscher Phon~ Number: 970-625-5085 Date: 11-0EC-07 COLORADO STATE ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENCIES 1580 Logan St. Suite 550 Denver, Colorado 80203-1941 Phone: (303) 894-2985 PAGE 02/02 p.1 No-_..,tOG=:S~o ............ --- Assessor's Parcel No. d;,\.{Q-';),U.\-\)C\~A Date 0.-\Ct~ BUILDING PERMIT CARD Job Address (:)\..\+ e!CJ.l'£. V\Vf-\)\(\1\\JtC Wt(lt\.~'{_ V'f'l! ~-\i)t~-~0 owner 0 '1'1\.Q.'LWV\ I(\ V\0. r Vl~ \Me:) Address el \e Contractor(\\})\1\f'\ Address---------Phone#--'--'---- Setbacks: Front Rear RH LH -----Zoning ----- \U-@~t~ ~,'i\ \fii!'J\Nif2_ ~'f\ re>IJ~W§-\b~t<lf\'Qcno.tte Soils Test -...-::---r-_='"",_. ""-.---- Footing lD_-L'O. -C> J @\. - Foundation (;ih.,MJ, I'-MJ -0 7 J.fikC Grout------------- Underground Plumbi,nQ--=~--- Rough Plumbing Jf.·&-o7M~- Framing l'.wf0 !".! -fo-~7 & Insulation _ _.;?-W--o.=:=--------- 9ifft~:lt:.__·!>_?_~_~ Roofing Drywall : Gas Piping ~tl52-· b \'\~-w ef!r ~~ EXTERIOR Addfeas No. Drainage --~--------- Decks--support & clearance to wood Decks-stairs & ralls ------ Exterior locks Flashing aroun-=d-=d~oo_rs_&.._-WJ-.~nd_o_w_s ____ ..:__= Insect screens------------ INTERIOR GARAGE Fire wall separation Service doors-HI" m-i~n_--------- Door (20 min.) w/auto clo:-,-,,:-.,-:-,;-"-m-in-. ----- Mech. equip. 1B" above floor No opening into sleeping area _______ _ BASEMEIIIT·CRAW~ AREA':------- Access lnsulatio,";n~------------ HeadroomfS:;;t:ai:::r,--~-------- Ventilation ------ WeatherproofinQ----~------- Mechanical--------------- Electrical Rough (State) 77---~.---- Eiectrical Final (S.tate) ,11. ~II-0 7 H' ~ Final / 2,• UJ• 0 7tChecklist Co~tedf _ tr.tr"~ Certificate Occupancy # _;;5l557'J • Date l"S'SU~a_ \0\~'Xb-0'± . Septic System # __ ..,-'-'<-\._,'f't.L----------- Date .-- Final Other-------------------- NOTES FINAL CNECKLIIT MECHANICA~ ROOM Soller Hotw·a=~~,----------~---- F.A. gas/oil. ___________ _ Floor draln--------~ Ciearence Air con. sy'-,-,,-m---------- Hor water heater Combustion air -------- Gas piping, valv-es---~----- LPG Draln FIREP~AC:::E:;:/S:::T:::O-:-V-:-E------- Ciearance to combustibles Termlna1ion ol chimney ------ CombUStion air~--------- Hearth (12" or 20" on sides) _____ _ Glass doors Certified by: ________ _ REMARKS (continue on back) STAIRWAYS . Headroom (6'6'') Railing & guardra::ns---~----- Wid1h Rlso &'-_r-.un ____ -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_- KITCHEN Clearance above grill _________ _ Exhaust fan Broiler exha·--us::-t -:-;(t-_h-r.-c-ha-se_) ______ _ BEDROOMS Egress Smoke-:;d,:_--:to:-c-:--to-r --------- BATHROOMS Exhaust fan Shatterproof'-_g-:--la_ss __________ _ OTHER MANUFACTURED AND FACTORY BUILT(IRC) BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued . .9:::\9:9.:t ..... ~ ... Zoned Area ............................... Permit No ... l~ ........ . . .< AGREEMENT In consideration of the issuance of this permit the applicant hereby agrees to comply with all laws and regulations related to zoning, location, construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Official and IMMEDIATELY BECOMES NULL AND VOID. Use \it Rtclbtll blJ\\t 11\ C>lMe (!) V\ FouV\eHill~ \U} tt t+ ()(Jtor,e Address or Legal Description {)()~ \)\m t 'SO\ \)'1\\.lt {)! (J re -P'rn Vff Owner C'tiMCtUDV\ ltlll\tl \ V\{!)Vrl~ Contractor C \W\CJ.2IttW\ \ (tllltl \-\\t>IMI!5 Footing: I ( \~;6·0J k l-io.Mti, ~"'-<-\ I I I ' I ' . r ... _J !1 i .. ~ ./ . ; I Foundation or Blocking : 1/. ? ·(} 7 Mrt--Driveway : r;;r13 0 7 -L) • ej'D oK~ Rough Plumbing : (/"& -o1 Mvv'-Gas Piping: I J • l.. ·o1 Btv, •!J .Jr... {J J 1-·II ~v1 6; 11-d.--Septic .final : loot 'I Note'S: d_ -&., rt H. ~y; /) Final : j j. · ~ · () 7 /Jn;\_ Snowload fo lbs /P~PU{I/ Serial#ofUnit:,8.U sz..-. -oltff!-(A)M THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 I 08 8th Street, Suite 401. County Courthouse Plaza Glenwood Springs, Colorado APPROVED Date Q-JQ-Di-By F:>/..Jb I (IF PLACED OUTSIDE, COVER WITH CLEAR PLASTIC) Parcel Detail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information AssessQr[freasurcr Property Sc::arch I As,s~.s~.oJ· Subset _Q_11e-D' I Assessor Sales Search C::lerk &_ Recorcl.er Re_c:eptipn S.e.<!rch Basic Bui!_cling Charactei:ist_ics I Tax llll_QII!mti_p_n Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I o8o II R800349 II 240924109002 II 39.826 I Owner Name and Mailing Address !ciMARRON LAND & HOMES, LLC. I 1363 COUNTY ROAD 251 I !RIFLE, CO 81650 I Legal Description lsECT,TWN,RNG:24-7-96 SUB:TAMARISK IAMD PLAT FLG #2 BLK:9 LOT:2 DESC: IRESUB OF BLOCKS 6,7 & 8 PRE:R770001 IBK:0747 PG:0194 BK:0735 PG:0142 IBK:0601 PG:0658 RECPT:731438 IBK:l930 PG:502 RECPT:724203 BK:l668 I IPG:443 RECPT:669853 BK:0769 PG:0518 I Location Physical Address: !!BLACK SULPHUR PL PARACHUTE! Subdivision: !!TAMARISK AMD PLAT FLO #2 I Land Acres: llo Land Sq Ft: 119,982 I Section II Township II Range I I 24 II 7 II 96 I http://www. garcoact.cornl assessor/parcel.asp ?Parce!N umber=2409241 09002 9/10/2007 Parce) Detail Page 2 of 3 Property Tax Valuation Information I Actual Va lu e II Assessed Value I I Land : 5,95011 1,7301 I Improvements: oil ol I Total : 5,95011 1,7301 Sale Date: 11 8/2112007 ~==================~ Sale Price : 111 47,000 Basic Building Characteristics Number of Resi dential lo I Buildings: Number of Commllnd lo I Buildings : No Building Records Found Tax Information Tax Year II Transaction Type Amount I 2006 II Tax Payment: Whole ($66.52)1 2006 II Tax Amount $66.521 2005 Tax Payment: Whole ($86.46)1 2005 Tax Amount $86.461 2004 Tax Payment: Second Half ($44.50)1 2004 Tax Payment: First Half ($44.50)1 2004 Tax Amount $89.001 2003 Tax Payment: Second Half ($51.24)1 2003 Tax Payment: First Half ($51.24)1 2003 Tax Amount $102.481 2002 Tax Paym ent: Second Half ($56.20)1 2002 Tax Payment: First Half ($56.20)1 2002 Tax Amount $1 12.40 1 200 1 Tax Payment: Second Half ($53.50)1 2001 Tax Payment: First Half ($53.50)1 2001 Tax Amou nt $107.001 2000 Tax Payment: Second Half ($6 1.36)1 II II http://www .garcoact.com/assessor/parcel.asp ?ParcelN umber=2409241 09002 9/10/2007 Pam;! Detail I 2000 II Tax Payment: First Half ($61.36)1 2000 II Tax Amount $122.721 1999 II Interest Payment ($0.50)1 1999 II Interest Charge $0.501 1999 II Tax Payment: Second Half II ($50.40)1 1999 II Tax Payment: First Half II ($50.40)1 1999 II Tax Amount II $100.801 Top ofPagf Assessor Database Search Options I Treasurer Database Search Options Clexk~ Recorder Database Search OptiQm Garfield County Home Page Page 3 of 3 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 Doog_'[tJLns_Softwm·~. http://www .garcoact.cornl assessor/parcel.asp ?Parce!N umber=2409241 09002 9110/2007 Parcel Detail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information Ass~ssor:(TregsmerProp<~rtySearch I Assessor Subset Ouenr I Assessor Sales Search Clerk ... &Jsec:9rderRec:eptimLS~<lrch .Basicl3l1ildi!Jg .. .C:hamo.:teristic.s I Taxinformation Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I Tax Area II Account Number /1 Parcel Number II Mill Levy I I 080 II R800349 II 240924Io9oo2 II 39.826 I Owner Name and Mailing Address /CIMARRON LAND & HOMES, LLC. I /363 COUNTY ROAD 251 I /RIFLE, CO 81650 I Legal Description jSECT,TWN,RNG:24-7-96 SUB:TAMARISK I jAMD PLAT FLG #2 BLK:9 LOT:2 DESC: I jRESUB OF BLOCKS 6,7 & 8 PRE:R770001 I jBK:0747 PG:0194 BK:0735 PG:0142 I jBK:0601 PG:0658 RECPT:731438 I jBK:1930 PG:502 RECPT:724203 BK:I668 I /PG:443 RECPT:669853 BK:0769 PG:0518 I Location Physical Address: IIBLACK SULPHUR PL PARACHUTE/ Subdivision: IITAMARISK AMD PLAT FLG #2 I Land Acres: /IO Land Sq Ft: 119,982 I Section II Township II Range I 24 II 7 II 96 I http://www. garcoact.com/assessor/parcel.asp ?Parce!N umber=2409241 09002 9/11/2007 Pare~! Detail Page 2 of 3 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 5,95oll 1,7301 I Im[!rovements: oil 0 I Total: 5,95oll 1,7301 Sale Date: 118/21/2007 Sale Price: 11147,000 Basic Building Characteristics Number of Residential lo I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information I Tax Year II Transaction Type II Amount I I 2006 II Tax Payment: Whole II ($66.52)1 I 2006 II Tax Amount II $66.521 2005 II Tax Payment: Whole II ($86.46)1 2005 II Tax Amount II $86.461 2004 II Tax Payment: Second Half II ($44.50)1 2004 II Tax Payment: First Half ($44.50)1 2004 Tax Amount $89.ool 2003 Tax Payment: Second Half ($51.24)1 2003 Tax Payment: First Half ($51.24)1 2003 I Tax Amount I $102.481 2002 Tax Payment: Second Half ($56.20)1 2002 Tax Payment: First Half ($56.20)1 I 2002 Tax Amount $112.401 2001 Tax Payment: Second Half ($53.50)1 2001 Tax Payment: First Half ($53.50)1 2001 I Tax Amount $107.001 I 2000 II Tax Payment: Second Half ($61.36)1 II II II http://www. garcoact.com/assessor/parcel.asp ?Parce!N umber=2409241 09002 9111/2007 Parcel Detail 2000 Tax Payment: First Half ($61.36)1 2000 Tax Amount $122.721 1999 Interest Payment ($0.50)1 1999 Interest Charge $0.501 1999 Tax Payment: Second Half ($50.40)1 1999 Tax Payment: First Half II ($50.40)1 1999 Tax Amount II $100.801 Top of Page Assessor Database Search Options I Treasurer Database Search Options Q~.rk_& Recorder l)<[tabase Search Options Garfield County Home Page Page 3 of 3 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.com/assessor/parcel.asp ?ParcelN umber=2409241 09002 9/1112007 .·- The Lexington 1,369 square feet 41 ~tQcl 5u\ f1\Jr .... ~_b_c.e_~----~;;;;;;--. ... Mc::>OSI 12))1{1Y1J Exhi it C Floor Plan Reverse, garage at side Leuallen -.. -. . -. _ .... , \ l 0 " G: ¢:;1:: \~~~ \~T.:t.O-,op.. ~12-. / LA"\\L...'\o 1'-\1 ~ -~ Cimarron Land & Homes, LLC 3~12) .. . · • t • F109ir pi depicted with opti nal features . Pr.)S" W\A._ v '"'b fx~ ~31 -:J:t~ . \ M \ ,w 2. A &o'\' 01/E(l Ffl!f-ME 03/21/2007 f I . I. I Be T\oo .,.._, ~on 1>--. Gc..O--J>..~ s .... ..._~ "'"' · 1" =20' I I I I I l?::>:z .... ~.,.: .... 1'4<-. \cO .0 e.L. ~~"-\ (.., c;.~ e,._Sv_ ACCEPTED _ FOR CONST~.UCTION APPROVED ..,....,..~::.::;:;;;;;;;;.._ __ DATE s(o1\o1 TAMARISK MEADOWS Lot 2, Block: 9-47 Black Sulphur Place (9,982 si.) ...__ ____ _ /i /i I D=6"40'52" R=670.00' L=78.13' CB=S29"46'41" W CH=78.08' Fence onj Property Line NOT& THIS PARCEL IS SUBJECT TO I I RESTRICITONS, SITEPLJ Lot 2, Block 9, First AmendE Subdivision Filin 5.0' <96' ·O· I Lot 2 0' ~~posed House '<o. I I I I I I I I \ \ D=57"33 R=SO.OO' L=50.23' CB=S54 CH=48.1 D c 8 A Existing Ext.lrior Wall 10" 13' -5" Sloped Ceiling up .... I I I I I I Furred Down I 1 a' -o· Ce iling Ht. 't I Cei li ng Ht. I r------, I I I I I I Ceiling Ht. ; 10'-0' I ~ ; 9'-4' 1 : :: -----------~Step~ Ceiling 2 3 BUILDING OCCUPANCY Grocery Store -M 18,975 square feet Storage -52 6,0 65 square feet Exits Required 3 1 Width 93 .2 J Provided 120 72 8 MAIN FLOOR PLAN 1/i' -11::::oa Tota l Ma in Floor 25,040 square feel 2nd Floor Office -B 1,052 square feet Basemen t Mechoncio l -B 1,458 square feet Bu ild ing square footage includes exterior wells and to mid-point of shored walls rE:xisting 2 Hour Separation Wall 44'-3" 1.7 48 1 44 A-/'\f"'-., •. CONSTRUCTION -11-B Th e portion of the building indi ted on th is draw ings is oil being I sed by one tenon\ and constitutes a 'Nonsepemted Use." rEJcistilng 2 Hour Separation Wall rco1u rn n in Wall Verify existi ng penetrations, if e<isting, ore code compliant. see Section 712.J rColu1nr in Wall Bul ding Sprinkled in colfonmance with NFPA 13 -Sprin kler Co ntractor shall verify and make modifications requ ired to verify conformance. 35'-6' 32'-6' rColun1n in Wall 4 Existing 2 hour Seperation Wall Co crete Plotfonm ( J) 7' risers (2) I 0' treads 15'-3' ~ No Ceiling, 1 3' -8' to bottom of Bar Joists rColurnn in Woll 3'-s· • - I 'b • ... I ;,., • w I 1G I 1 32'-1 119' I ~~~--------~~----------~----r-------------------i---t---------~----~~----------~~------~-----------------+~----#1 I I ~ I I II ~"1 I ----Rernove e<isting wall , see structuml plan ~---~_j[__u __ ..,_ Step in ~ Ceiling Ceiling Ht. @ Woll ; 16' -o· rOeii li no Ht. @ Wall; 11 '-4" Sloped Ceiling up .... I I I I I Main opening to store 9' -4" opening ht. 245' Travel Distance ~ -between furthest Accessoble - -~ -""'\ points of egress IT b II \ [J~b II ITb II [=~J I 16 ' Remove Existing Walls D @l miEWiWJ -=--=--=---'11 -\-----!]l' \ \ \ ~ I I l I II I 11 II St • c 'I' I I ~-H 7'-s· 7'-1 ------ Existing Stairs consist of 7 1/2" Risers and 10' Treads - propose leav ing stairs os is, however rep lacing Handrails with compliant roils os det ailed , 5/A -202 ~f3-~~ I I Headroom @ upper stet of Stairs is non -compliant by o couple of inches. Refrome Ce ili ng so \hot the Stairway will have o minimum head room clearance of 80" measured vertically from a line connecting the edge of the nosings. See Detail 5/A-202 No change is being proposed for the Toilet Rooms. O:isting Exte ri or Wall 10" 1 t6'-1 9' Ceiling HI. ;: a· -6" 1i-R1eplo'ce exisiting non- compliant OF with new Compliant OF b c+.-..-1 I ' I L 1 ,- • ., I 1::i ------- D 2 D Existing Exterior Wall 10" -.- --- D 135' Existing Loy-in Ceiling )' Ceiling Ht. ; 12'-9 I --------· D D D D D D c D 3 -------- -.- D D D • "' I ~ Floor O~C<!SS ./ • 'f ~ ---, D I I I STORAGE rExistinq Concrete Stairs EXISTING COOLER or FREEZER to 1 and Electrical Equipment and Service 7 1/2" Risers ond 10" Treads Propose no change +t-t--.=,.DOWN MACHINE ROOM EXISTING COOLER or FREEZER \, I' EXISTING COOLER or FREEZER Landing, onej step to grad I I EXISTING COOLER or FREEZER Ceiling Ht. ; 8'-3 1/2" Existing Exterior Wall 1 a· _____ I No CeilirKJ , 13' -8' to bottom of Bar Joists No Ceiling, 13' -8" to bottom of Bar Joists PRODUCT STORACE Existing Exterior Wall 10' No Ceiling, 13' -8" to bottom of Bar Joists EXISTING COOLER or FREEZER EXISTING COOLER or FREEZER 5 7' wide x 15' concrete apron •/ slope than 1' in 20' C. F. Brenner Inc. ARCHITECTURE (970) 945-1001 P. 0. Box Glenwood Springs, NO INSPECfiON WITHOtn:'" THESE PL,ANS ON SITE page of c CLARKS MARKET BAITLEMENT OWNER 8 OOAWN BY: A CHK'D BY: COPYRIGHT: L Clark's Market 0071 Siprelle Parachute, CO Construction Documents August 6, 2009 Revised August 13, 2009 .... .... ~ ,J, ~ .... "' 0:::: ~~ 0 1--~~1 u ~ j <( 0:::: j:f 1--:z: 0 u _.J ~ <( J~l 0:::: t.r) w :z: if w <:..? ul " ! "' " ·;; ::!': ... ~ - FLOOR PLAN A-201 / ;-& I s D c 8 A 1 / Note: Contrator shall open cei li ng to explore existing construction and consult with Arch itect or St ructura l Engineer to deve lop solution for bringing clearance into conformance Existing ceiling constructio violates Sec tion 1009.2 of e Bu ilding Code new Steel Handrails, re turn ends to wa ll • 0 I ,.., 0 Stair Plan Detail 5 1/2' • ,•:OS Existing Stairs To remain Concrete Ste ps rCo>ncr<!te Wall I · £_ Concre t;_,;;l ab ~n _ "o I .,_, 2 ~~~j----Hao,droi lo n Buil ding, some ele¥ation as handrail below .rHan dr ai1l adjacent to Sid ewal k ---4 Grovel see Structura l NotE"-' Return Handrail to ,------- I f------- 1 ----- New exterior Landing 1/2" belo w interior floor /Remove existing concrete stairs Curb 1(2" Hand ra il, re \um ends to wall each end l'-"-Tooo 4 1/2" steps to new sidewo " and ot same elevaticn as existing sidewalk to so uth Uis ting 1 o' wide sidewalk 8 Stair Plan Detail 4 ,)P. 11!0' top of curb a· above existing sidewolk 1 2 .-- 3 ll 22" f 7' -5 • Ceiling ot wall\ " 3 N StiHd'l roew ee an ro1 s ~ /s'\. -r-II-DOWN 't5' !---Existin g I I I I I I ~ .... ,.~, NEW HANDR.'JLS ON EXISTING STAIRS 1/4"=1'-0" 0 Stall Plan Detail ,, ••• ,•::::c;a DOWN 7 17'-1!" omCES Stairs Ceilin g . 1 ,052 square feet = 8'-5/2' 13'-11" ysloped Ceilin!..--~ : LJ I I I I I I I I 1.8'-7!" 8 :ZN FLOOR PLAN 1/i ,cy • "' I 0 • -I 'N - 4 • ~ -I ~ 4 5 29'-2" UECHANICAL • & ELECTRICAL 0 I ~ v~,·~v ,- and Cooling Equipment Electrical Panels"" No gas fired I\ equipment in space '-- = ~~ o' a· x 7'-o· UP 0 !3ASE~ENT PLJN t/i'-t':o* 5 . Existing Handrail & in Guardrail to remo D c B C. F. Brenner Inc. ARCHITECTURE (970) 945-1001 P . 0. Box Glenwood Springs, OWNER DRAWN BY: CLARKS MARKET BAffiEMENT Clark's Market 0071 Siperelle Parachute, CO Construction Documents August 6, 2009 Revised I. August 13, 2009 r-r- ~ ' ~ !> 0::: ~~ 0 ~~i 1-- (.) J t <t: 0::: 1--ii z: 0 (.) _J ~ <t: t.rl J cl 0::: if w z: w C) ul " H "' ·~ :=; ~ ~ A CHK'D BY: COPYRIGHT: 2ND FLOOR & BASEMENT PLANS A-202 1 D c B A 1 2 • <f;< • 0 I • ;.., ~ I "N 3 Center ra il 0 center of Romp Retum Handrail/ to wall both ends 1-1/2' Dia. Steel Handra il, Pointed 1' -o· CJr=======~r=======~[J~ 1'-0" Top of concrete Wall Existing Exterior II __ .J.----4-----1-_ ~ _______________ ~ --_lRomp beyond ~one . ~a~ ---~ -__ _...,___ ----- - I I I I I L ______________ _ 2 ---- Handra il outs ide of Ramp Qstoir/Romp Plan Detc 1 1)25 • 11!0' 3 4 Field Verify all Existing Fill opening surrounding door with 10' masonry See Structural Specincotions I Fin. Fl. Elev. -1 oa' -a' I Pr<Wide llnn1noroofilna on oil new ~osonry be low qroOie../ EMERGENCY EX IT ONLY 4 Concrete Curb Cut existing curb to elim inate step Cl I I I I I I I I ' 4' Concrete Slab on 4' Grovel see Structural 5 1>-Exi:sti111<1 masonry Wall I I I Hondicappd Threshold -~ I -----i I Hollow metol Door & frome r-Clncn!te Wall Existing Exteror Wall -......."·-J'-o· x 7'-o· x 1 3/4' Insulated Hol low ~etal Door in Grout filled Hollow ~etol Door Frome ......._-Mel:ol Guardra il ~-Floor Drain to Drywell Locate 3' x 3' x 3' 3/4' gravel drywell, minimum 4' below grade 15 ' from buil ding with 4' f'VC droin from Fioar Droin Slope ~ 1' in 12' "..o I ;.., ---·"•"' Handra il each side - c B C. F. Brenner Inc. OWNER CADOWGRUE: URE CLARKS MARKET BATILEMENT Clark's Market 0071 Siprelle Parachute, CO Construction Documents August 6, 2007 Revised August 13, 2009 0:: 0 1---u <( 0:: 1---z: 0 u ~ w z: w C) r-Exiistinq Curb ~DRA::::WN::::_:BY:::_:~------------"'1 A CHK'D BY: Concrete Slab on grade "-Existino A!pha~ ·~nc:rete and Aspha lt ot arne etevation 5 COPYRIGHT: DETAILS A-203 I 1 I 1 , . ..... _ I I I I I 1 , I I I L----------------p ,1 I 1111 ,-----------,, ril I I I I I Ill I I I ~,J II \ Ill I I I W 11 ", Ill I · I I A ! ~I' I I ~ I ~ I t I~ F I il I I II ...-/ I -- 1 I I I I I I I I I I I I I I I II ~-I 1 ' I I I I 1 I ; I I II 1 ~------------~--"'"-r------_j I I I I I-' ----- - ---u...-~=~=--1 ,...~==""'1 1 ,...===-1 ...-=~="""''--- ----~ I 0 I I 1l I I 1 I I I I I I I 1 I I I I I I I 1 I I I 1 I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I 1 I I I I I I I I I I lv-EXISTING C.U.U. WA lL 1 I I I I I I I I I I I I I I I I I I 1 I I I .--.. LL--------f----------r--1 f-~--,, 3 '\ ------------------- I I : I v :\gl I I I : ·~: I I I I HSS 4x4x1/4 L--l lJ __ .J Lr R ~ ~I I II ~I ~ ! • I I I I I I i I I f I I 14\ ljl \87 I I I I 0.. g g _ _j I "' rr-, 15 II 11! ~ u l ~-------------- ,J L 0 I "' "' I I 1T ! ! / 1\ 11 I 11 ! ~I 11 ! ft EXIS llNG 5 1 /8 10 .5 GL o .,. -o· o.c. , r--VHSS 4x4x1/4 : v: BASE PLATE DEl. 21S .2 -+: rn l/1\ ,JL I I,.) 1\81 L-----'( I I ...... : "'-.__ 4'-6" SQUARE x 11 lHICK F0011NG W/ 1T 1 /15 0 12" O.C . EACI WAY; TYP. I ~ ~~. 11 ' ~ I ft ' f ! ! j . F=="ll T-", "ll ' Jl'l II II 11\1 " II I I I II II Ill ''U' I L II II 111 l I -'1,.:.., ~~~ lim .!l1 II I L --_s lli1 i(TI 'til II I I IL ~II /II II I I I /nil /II II II I L / dl II -/ lb = = dl I II --I I I I I I I EXISllNG PREFAS WOOD TRUSSES FRAMING( FOUNDATION PLAN SCA LE : 1 I 4 " = ,. -0" 7 EXIS11NG BEAU LINE _ _// 1 I I I 1 I I I ' I L----------------p ,\ I ,-----------,, ~I I I I I I Ill I ~I,J I I \ Ill I 1\ I I ", Ill I ll I I ~-1 I ll I I I I II I I I I J ~~. D : p----~-~------------------t:J ..... ~=~"""'~ ..... ==~,...,~ ..... ~ II I I I 11 ' I I II I I I ~~ p :: I II I I I I II I I I I II / I I I __ ..r I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l l v--EX ISllNG C.M.U . WALL I I I I I I 1 EX lENSION OF BEAU ~~ I 1 ~I ~ (2) 2x6 COL I r , I ~~ ._76~~~----------~~ I 1 r4rlil \Cy L,_ I I II I ~ i ' 1 l 1 I HSS 4x4x1/4 II' L -\-l-1---' 11 ' I I I ~ ' I ~ I ~~~· I II I • 1 I I I 1 1/2 ! • 7 1/2" m v HSS 3x3x1/4 f lrt_u \r © I I II I I I I ! I u II II j ' II II ,J]' ~ ~ 1"----C9x13.4 II " I I EA. SIDE II II ~ 11 11 ! . I I II I· I 1/2' m HSS 3x3x1/4 11 I I " ~~. :\~ j I I I \.,.---W24x84 • 0 I "' • 0 ·6 - II : I I I I (SLIDE IN POSillON) 1\ I I II I 'b il ', I l I C:, r--1-1-1--n I I I I I ! ' I l _y+--~ss 4x4x1/4 ~I' I ~LJ I )~ : •11!..-J"t-----r-1 ------>1.;- 1 J L--~ 1 1 .... II' 1 I (2) 2x6 COL. l~ : : ll ' I I ll I I I II I I I il: : : II I I I II I I I 11 ' I I ~ I I ~~: I I II I I 11 : : II . F = = "ll :1F-' = '11 I I Jl'l II II llll '" ~ I I II II II lin \jl I I I L II II l l11 I I I I -'..::_ .f;l ll lim .J./11 H I L --_y "hhll ]f11 ;11 1 I I lin ~ II 1 II II I I 1111 /11ll / II II I I ilL../ dl ~-...-lb __ .J I I I I I I I I I I HATCHING I FGFNQ DENOlE S OVER-FRAMING SHORINC PLAN SCALE: 1 F -,. -0" ~t::==;t* DENOlES BEARING WALL BELOW Project Number: 0935 Date : 7-30-2009 Drawn By: EPK Checked By : JP I ~ ~ f i l ~ E ~ >- ::E -c .!!! ~~-sc_a_le_:------~~ i :2 0> o....c ~~ en-g O m ~~ 8E 8.1 ~~ L-----------------------------------------------------------------------------------_L==~~u .fzm;f-OENOlES STONE VENEER ABOVE STRUCTURAL GENERAL NOTES & SPECIFICATIONS City Market; Battlement Mesa DESIGN DATA: A. DESIGN UVE LOADS 1. Basic Roof Snow 2 . Residential Roars 3. Decks 4D PSF 4C PSF n/a 4. Garage 50 PSF 5. Wind 90 mph. Exposure B 6. Se ismic Design Cate gory C B. DESIGN CODES International Building Code, (IBC), 2003 for Special Inspection American Concrete Institute Building Code (ACI 31 B-99) American Institute of Steel Construction, Manual of Steel Construction (AISC 9th Ed ition) American Institute of Timber Construction, Ti m ber Construction Manual (AI TC 5th Edition) Notional Design Specifications for Wood Construction (NOS 2001) GENERAL : 1. Any c hanges to the contract drawings shall be submitted to the structural engineer for ap proval. 2. All dimensions and details on structural drawings shall be verified against the architectural drawings end any discrepancies sha ll be brought to the attention of the architect prior to fabrication or construction. Details on the structural drawings ore typical. 00 NOT SCALE DRAWINGS. 3. All openings through the structural system shall be approved by the En gineer. 4-. Contractor shall pro11ide all necessary temporary bracing. shori n g, g u yi ng or other means to prevent excessive str-esses and to hold the structural elements In place during construction. 5. The contract structural drawings and specifications represent the fini sh ed structure. They do not indlote the method of construction. The contractor sh all provide all measures necess ary to protect th e structur e during construction . Such measures shall Incl ude, but ore not li mited to bracing, shoring for lo ads due to constNctlon equipment and protection of existing structures. Observation visits to the site by the structural engineer shall not include inspection of the above Items nor will the structural engi neer be responsible for the contrdctors meon s, methods, techniques, sequences for procedure of construction, or the safety precautions and progroJms incident there to. 6 . Options ore for the convenience of the contractor. He shall be responsible for all changes necessary f he chooses on option and sh all c oordinate all details. The cost of additional engineering work necessitated b J selection of on option shall be bome by th e contractor. 7. Any engineer ing design provided by others and submitted for review shall bear the seal and s ignature of on engineer registered in Col orado. a. Dimensions on the structural drawings ore exact with the exception of masonry and sown lumber dim.,sions which ore nominal. Verify all dimensions with the architectural drawings. 9. 'Where required construction details ore not shown or noted on these pla ns the c ontractor shall notify the engineer and the engineer shall provi de sufficient details for th e work to proceed. 10. Construction meterlels shall be spread out if placed on framed co nstruction. Loa d sh all n ot elll'ceed tte design live !ood per squore f oot. 11. Shop drawings shall be submitted to the architect for all structural items. The Eng in eers review Is ln iended only as an aid to the contra ctor for obtaining corTect shop drawings. Responsibil ity for correctness shall 18St with the contractor. The contractor shall review all shop drawings prior to submittal. Items not In aceotdance with the contract documents shall be flogged upon his review. The shop drawings do not replace the oriQnal contra ct drawings. It is the contr ac tors res ponslbllity to make sure Items are constructed t o the origl na drawings. The adequacy of engineering designs and layout performed by others rests with the des igning or submi tting authority. FOUNDATION: A. GENERAL The foundation design was based on the following assumed parameters: Maximum allowable bearing pressure -2 ,000 psf Min imum requ;r-ed dead load pressure -0 psf Lateral soil pressure -Active 50 pc f -Passive 300 pcf The actual soil condition shall be investigated and the above porometens shall be verified by a Soils Englnter, registered In the State of Colorado, prior to constructi on of the foundation. If there are any d lscreponcie• with the above assumptions. then th e foundation shall be re-designed. B. EXCAVAllON 1. Contractor shall provide all necessary sheeting, shoring and bracing whe re required to properly and sofily complete the work. 2. Avoid e)(ceeslve wetting or drying of the fou n dation excavation during construction . Ke ep exc avations reasonably free of water at all time and completely free of water during placement of concrete. C. BEARING REQUIREMENTS 1. Footings shall bear on natural und isturbed soil below the frost dep th requ ired by the applicable :;,ui ldWu;; code. Any discrepancies with the footing elevations shown on the plans shall be brought to the attention of the engineer. 2 . Bundl ng shall be founded on continuous concrete spreed footings placed on undisturbed natura l soil. D. GENE RAL REQUIREME NTS 1. Center foundations under columns and walls unless noted otherwise. 2. Provide foundation ventilation in crawl space areas as required by t he I.R.C . 3. Backfill on wells with fill on both sides shall be compacted in equal lifts each side of wall . Walls bocltllled on one side on l y shall have el l supportin9 slabs, perman ent framing or temporary bracing in place prior to place ment of the backfill (un less no ted otherwise on plans). CONCRETE: A. CONCRETE REQUIREMENT S Concrete shall be mi)(ed. proportioned , conveye d. and pl aced In accordance with IBC Sections 1905 and. 19J6 , and AC I 301 . Pro11ide hot weather protection per ACI 305. Concrete place in cold weather shall comply With ACI 306R-BB ·cold Weather Concreting•. 1. Concrete shall have Walls & footings Slobs o minimum 3000 psi .3000 psi compressive strength at 2a days of: 2. Provide Type II cement throughout with 4% air entrainment. 3 . Mechanically vibrate concrete. 4-. No admixtures shalt be used without approval by the engineer. 5. Addition of water to the batch material for insufficient slump is not permitted . 6 . Do not place pipes, ducts or chases in the structural concrete without the approval of t he engin eer. 7. Thoroughly clean all case and cons truction joints prior to placing concrete in adjacent pour. 8 . Concrete shall not be In contact with aluminum . B. REINFORCING Detailing, fab rication, and erection of reinforcing steel bars sh all comply with the ACt Manua l of Standa·d Practice for Detailing Reinforced Concrete Structures AC I 31 5. 1. Reinforcing bars shall be ASlM A615-Grode 60. 2. We lded wire fabric shall conform to ASTM A185. Furnish in flat sheets onl y. 3. Concrete protection for reinforcement: Cast against and permanently exposed Exposed to ea rth o r weather ............ . Not exposed to earth or weather ...... to earth ....... 3 in. #6-#18 bar........ 2 in. #3 -/15 bar ...... 1 1/2 ln . slobs &: walls ..... 3/4 in . beams & cols .... l 1/2 in. 4 . Reinforcing l ap splices shall be a minimum of .36 bar diameters unless noted otherwise. Lop wire flbric reinforcement one full mesh plus 2• at sides and ends and wire together. 5 . Splices In horizontal beams and walls shall occur at midspan for top bars and ove r supports for botbm bars. 6. Discontinue one-half of horizontal steel across construction/control joints. 7. Provide comer b ars of equol size and spacin g around all comers. a. Provide 2-15 bars with a minimum of 2'-o• projection be)IOnd the sides of all openings Jn wells. beats and slobs. Provide 1-#5 x 4'-0 .. diagonally at all re-entrant comers of slabs. 9. Provide accessories necessary to properl y support rein forcing ot the positions shown on th e plans. 1 o. Reinforcing spacings are maximum on center and all reinforcing Is continuous, unless noted other-wist C. SLAB S 1. Provide control joints ot 12'-o• max. spacing or as shown on the plans. 2. Provide minimum 4• com pa cted grovel under floor stab on grad e. The meterial shall consist of mln u~ 2-lnch aggreqote w/ Jess than 50% passing the No. 4 sieve and less than 2% passi ng the No. 200 sieve. MASONRY: A. CONCRETE MASONR Y UNITS (CMUs) 1. All CMUs shall conform to ASlM C90 . 2. CMUs used below grade and all exterior walls shal l be Grade •N•. T;pe I and Interior concrete masonry units not elll'posed to weather or earth may be Grode •N• or Grade .. S., Twe I. 3. Al l masonry shal l att ai n 1,500 psi compress ive strengt h (,.m) In 28 days. Special Inspection not required. B. GROUT 1. All mortar for exterio r walls and interior bearing walls shall conform to ASTM C270, T)'Pe S. 2. Grout for masonry bond beams and pilasters shotl be mode with stone aggregate and shall attain 3,000 psi compressive strength in 28 days. 3. Grout lifts shall not e xceed 4'-o· unless clean outs ore provided. If cleanouts are provided then grout lifts shall not exceed e·-o·. C. REINFORCING t Reinforc ing bars shall conform to ASTM A6 15-76a, Grade 60. 2. Horizontal reinforcing s h all be #5 at 48 .. plui!l joint reinforcemen t (standard truss type) spaced at 16• on center except as noted. A bond beam sha ll be installed at floor level s, roof l evels and top of parapet walls. Ho ri zontal reinforcement to be p laced In bond beam units, grouted solid. Vertical re inforcing as shown on plans shall extend fu ll height of the wall in grouted cell s, U.N.O. .3. Provide 1-15 in grouted cell at oil co rners. ends of wa ll s, each side of openings and both sides o f control joints. 4. Lap bar splices 36 bar d iameters. At corners and intersection s. make horizontal bars continuous or provide matching comer bars. D. GENERAL REQU IREMENTS 1. Fill all voids and grout cells solid for a d ist ance of 32" belo w and 12" each side of all beam reactions or other conc en t rated loads un less noted other'lllllse on plans. 2. Provide vertical control joints In all masonry wall at .35"-0'" maximum spacing as located on the architectural drawings. 3. Provide masonry l intel bond beams as follows: a. Spans not exceed i ng 4'-s•; provide e• deep beam r einforced with 2-#5 bars continuous in bottom beam. b. Spans not exceed ing 12·-o"; provi de 16" deep beom with 2-#5 bers continuous at bottom of beam and 1-#5 bar contin uous at top of beam. Install #3 stirrups (single leg) at s• on center horizontal spacing. Bottom rein forcing shall be within 3" of the bottom of the beom . STRUCTURAL STEEL: A. SlRUCTURAL STEEL of the AISC Stru ctura l steel shall be detailed, fabricated and erected in accordan ce with latest provisions Uanual of Steel Construction and AISC Code of Standard Prectlce. Use welders meeting of the AWS Standard Qual ifi cation Procedure. Comply with AWS 01.1 Structural Welding the r equirements Code. 1. All steel shell con form to ASTM A36 except beams shall be ASTM A992 Grode 50 and tube colu mns which shall conform to ASlM A50D (GR. B) and pipe shapes which shall co nform to ASlM A53 (Gr . B). 2. Bolts shall conform to ASTM A325N. Anchor bolts eholl conform to ASTM A307. Bolt size sh al l be 3/4• diemeter unless noted otherwise. Installation shall be in a ccord an ce with AISC Spec i fications for Stru cture! Joints Usin g ASlM A325 or M90 Bolts, 1978. 3. All welds shall be made with E70XX electrodes. 4. Prime a ll steel with approved primer poin t to exposed bolts. welds, and abraded shop poi nt areas. 5. Al l column bose plates shall have 1'" mini mum grou t to provide continuous bearing. B. GROUT AND ANCHOR BOLTS 1. Dry pock or grou t shall be shrink resistant Embeco 153 or equivalent. 2. Expansion bolts shall be Simpson ·wedge-All" or approved wedge type, installed in accordance with the manufacturer's requirements. 3. Heeded anchor studs (H.O.A.S.) shall be attached to structural steel with equipment approved by the stud manufacturer according to the stud manu facturer's recommendations. 4. Anchor bolts embedded in concrete shall be p laced with se t t i ng t emplates. 5. Location and coordinatio n of anchor bolt placement shall be the responslbllty of the steel fabricator. Steel fabricator shall supply anchor bol t setting plan. C. STEEL CONNECllONS 1. Provide bolted connections for steel beams per Part 4 and Part 5 of the AISC Manual of Steel Construction. Except where otherwise shown , provide c onnections to su pport l oads equal to one-half the total un iform load capacity of the member. 2. A minimum of two bolts shall be used for all connections. Size and grade shal l be determined by the fabricator. CORE THRU EXISllNG GROUT SDUD WALL;~ v EXISllNG CMU WALL ' ~ \ ~ • ,;,· ' ;...j d . • 4 ~ s ~ ~~~,----fL~1~-~.~~~.~~~--:;-.~.~~--fA.. ~ t ____ _...:.. .. -1-"'f' -4"L·-r___L __ __JL; ..c.....~ • ...;...,.-f-.;C+---___:"'"" ~ ~ ~,/~~~:.,_~ !.,;..,••_•...;,.• ... .,;.( ___ _j_•...,4 r'-··~,;.;.{.;.J.~y' 1'------..__ ;X J o f-o· o.c . SEE PLAN FOR,.,~ \ "~'----REINFORCING ~ ..._ __ 2-114 CONT. EA. SIDE I--BEAR ON UNDISTURBED 1.-EXISllNG SO IL. FOOllNG SEE PLAN I 2 1/2" 3 1/2" PL 3 /4 X 9 x f-1 1/2" ---- ------._______ 1 1/2" " ~ 1/ 1 ... ~-~-i~~~~~~~==~:b~==~--~ -.... __ EDGE OF 10" C.M.U . WALL GROUT C.M.U . WALL SOLID W/ f5 VERllCAL EA CH CELL IN lWD CELLS BELOW COLUMN __ .1.~-~-=-~-:-=· :;;:.:; .. -:a~~::-----HIGH SlRENGTH GROUT ' ' ' ' II I r---3/4"~ X 7" EXPANSION BOLTS WHERE EDGE DIST. IS MORE THAN 7 1/2" U U 1/2"' x 10" EPOX Y ANCHORS (6" EMBED) WHERE EDGE DIST. IS LESS THAN 7 1/2" ELEVATION VIEW 2 STEEL BEAMI.\ SEE PLAN F:n:~===l' .., ~------SllFFENER PLATE EACH '-f-'"' SIDE, MATCH BEAM WEB I"' THICKNESS 1/4 v • ~~I 1/4 v ;I PLATE: 1/2" W/ 2-3/4"e BOLTS. (PLATE ~AY BE WELDED TO STEEL COLUMN. __ _/_ .J.-1,-JO.. SEE PLAN Vj BEAM IN UEU OF BOLTS) I _..----EXISllNG C.M.U.: I"" GROUT ALL CELLS SOUD t/:;: ,,,. /I/ VI /-+---~::.,_.. 3 1" HIGH SlRENGTH: NON-SHRINK GROUT 1/2 "~ THREADED BOLTS D 2'-6" O.C . STAGGER FLANGE TO FLANGE; EMBED 4" MIN. ~-----W24x84 ~ V _..--EXISllNG C.M.U.: GROUT ALL CELLS SOLID 7 1/2" r 3/4"' THREADED RODS--.. 0 20" o.c. 6" MAX. L 1/4 V I' ~ ~~ ... ?'" ~ --<d==;::!:=;::t!J (2) PL 3/8 X 7 x 8----v 17 /~ 4 Cgx1 .... -----v -r------· o 1 HIGH SlRENGll-1 : NON-SHR INK GROUT 10 FT. MAX. SPAN HSS 3x3x1/4 COLU~NS W/ PL 1/2 x 6" SQ. BASE PLATES t----r--1"----W24x84 A v 5 3/4"~ D 2D" 88 THREADED RODS~ v / o.c. ""v / / ' I .___.~..--EXISllNG C.M.U.; I' GROUT ALL CELLS SDUD .----C9x13.4 1 0 FT. MAX. SPAN r-.------(2) 2x6 EA. SIDE W/ 1/2"e EXP. BOLTS AT 4•-D" O.C . EMBED Y MIN. W24x84 6 C)) -·--ro ........ Q) 0 ~ :::J t5 :::J '-........ CJ) Project Number: 0935 Date: 7-30-2009 Drawn By : EPK Checked By : JP I Scale: I S.2