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HomeMy WebLinkAbout5608 No. 5608 GARFIELD COUNTY BUILDING, SANITATIONand PLANNING DEPARTMENT 109 Etb Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 Job Address 3402 County Road 103, Carbondale Namreofwork Building Permit Use of Building Remodel /Addition Owner Connie Calaway Contractor Owner Amount of Pei wit$ 1055.18 Date July 20, 1995 Permit: 689.50 Plan : 415.68 Paid $415.68 S. Archuleta Clerk BUILDING PERMIT APPLICATION v GARFIELD COUNTY, COLORADO A !cant to complete numbered s aces onl . PERMIT NO. .5 0 6 AD PARCEUSCHED NO. • Joe ADDRESS 3 M 0 2, © ti OM ORM \ O -2 7 7 EL.... S 3 - 1 1 3, ' 1 LEGAL LOT NO. IA - MatRtE BLOCK SUBDIVISION .V /�r' C j T \ 0 0 P L'I.,T DESCR. S 1 S r D U G 2 OWNE ( ADDRESS .,L X) QR \ \ IAN i1R, P WK. PH. �or� e. �� SZEDSiot.)e via �iL3.3ili SA1n 3 CONTRACTOR (.ON N IF CALW W i ADDRESS ..... _ PH. LICENSE NO. 4 ARCHITECT OR DESIGNER SiV,Akc ADDRESS PH. LICENSE NO. 5 ENGINEEla� 1_1� o1J0 LS II 1 ADDRESS PH. LICENSE NO. 0 1 I 6 SF OF BUILDING \ 1 0 e\ 0 S.F or LOT l \ c. c. AR F S HEIGHTS NO. OF FLOORS 7 USE OF BUILDING r--- EA • • F N C_F 8 CLASS OF WORK: CI NEON.] ADDITION oALTERATION cREPAIR aMOVE °REMOVE 9 DESCRIBE WQHK: \ tIN 01)EL_ — (a 171 �i 11 G (ZUC IM - �C .4c< IT p INE 1J - ik DIC) Y } P.c' V LP%C@ — AD C LT. - L.2 6R -No bd.‘RW G e 10 GARAGE SINGLE CDOUBLE CARPORT SINGLE DOUBLE DRIVEWAY PERMIT Ni, _c: ) , ON SITE SEWAGE DISPOSAL PERMIT (SITE PLAN / / 11 VALUATION of WORK:$ l V D / / I ADJUSTED VAL.$ DOG r ` Q PLAN CHECK FEE ��S /pp PERMIT FEE 6.0 SO SPECIAL CONDITIONS: SCHOOL IMPACT FEE / NO. OF BUILDINGS ON USE OF BUILDINGS NOW ON �J 7 / r PARCEL PARCEL / ` TOTAL FEE /j D5S. I p OCC. GR/L �J – �j CONST. TYPE S �:J• — - , V tisor 6f a8 - 9 S , NOTICE WATER SUPPLY DATE PERMIT ISSUED SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. SPECwr APPROVALS REQUIRED RECewEp NOT REQUIRED THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS ZONING / d/ NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. HEALTH DEPT. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES FIRE DEPT. GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE SOIL REPORT AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGU TING CONSTRUCTION OR THE PERFORMANCE OF SETBACKS C@kC1TRUCTION. -- la. 1 \ ° J (Date) t 4L .5 Sig r, Contractor or authorz .re th. / 1. an. FLOOD HAZARD /f. � rstood notice a ve. �� 1VL)` � 7 MANUF. HOME Ilding partment pprove /dat Planning Depart - ntApproval /date D n AGREEMENT ,, , OTHER ` Y Y PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND /OR THE AGENT OF THE CONTRACTO OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN DE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES.. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garform.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE IINITIAL 0_.�__/ 2 • 1 GARFIELD COUNTY BUILDING AND PLANNING MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION MANUFACTURED HOMES ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling construction under the Uniform Building Code. This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following check list prior to and during design. Applicants are required to indicate appropriately and to submit completed check list at time of application for a permit: 1 1. Is a site plan included that indicates the distance of the proposed building or addition to property lines, other buildings, set back e sements and utility easements? No (,) Not necessary for this project (2) 2. Does the site plan include the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties) , streams or water courses? Yes No a Not necessary for this project Ni (2) 3. Does the site plan indicate the location and direction of the County or private road accessing the property? Yeses__ No a, Not necessary for this project (2) 4. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform budding code or per stamped engineered design? Yes No (i) Not necessary for this project N, (2) 5. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No (o Not necessary for this project NI (2) 6. Do the plans indicate the size an location of ventilation openings for the attic, roof joist spaces and soffits? Yes— No (() Not necessary for this project__(2) 7. Do the plans include design loads as required under the Uniform Building code for roof snow loads, (a minimum of 40 pounds per square foot in Garfield County) floor loads and wind loads? Yeses No a, Not necessary for this project (2) 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? Yes No (o Not necessary for this project (2) 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? YeS�L No (n Not necessary for this project (2) 2 10. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Ye No o, Not necessary for this project (2) 11. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing grade contours? Yeses__ No m Not necessary for this project (2) 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II y c�erttifications or phase II EPA certification? R a �: ae 2.E n t Rbt es (1) , : - • - • : is - protect (2) E$aSI1uc, * S(v 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No (I) Not necessary for this project (2) 14. Does the plan include a window schedule or other verification that egress /rescue windows from sleeping rooms and /or basements comply with the requirements of the Uniform Building Code? Yeses No n) Not necessary for this project (2) 15. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes Ti No cn Not necessary for this project (2) 16. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yeses No (i) Not necessary for this project (2) 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes Nom (n Not necessary for this project (2) 18 Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from that association, if required by that association, prior to submitting an application for a building permit? Yes No n) Not necessary for this project ,__(2) 3 • 19. Have two (2) complete sets of constructions drawings been submitted with the application? Yes L No (1) Not necessary for this project a) 20. Is this an applicaion for the placement of a manufactured home? Yes Noy If yes, have you specified the size of the unit; live roof load; foundation design; method of anchoring? Yes No a) Not necessary for this project (2) 21. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No (3) 22. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield Building Department? Yes No ( 23. Do you understand that approval for design and /or construction changes are required prior to the application of these changes? Yeses No (3) 24. 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 "School impact" or "Septic system " fees required, at the time you pick up your building permit? Yes No (3) 25. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes No (3) 26. Are you aware that the person signing the Permit Application whether the "Owner ", "Agent of the Owner ", "General Contractor ", "Contractor" or otherwise, signing the application is the party responsible for the project complying with the Uniform Codes ". Yeses___ No (3) (CONTINUED ON NEXT PAGE) 4 • • • I hereby acknowledge that I have read, understand and answered these questions accurately to the best of my ability. sig3ratrfre \ date Phone: 9 L 3 ° H ") »da 9 ( ",3 7117 ° l (evenings) Project Name: Project Address: D G� cloy y N T `1 n, 1 D 3 Notes: (1) If you have answered No on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. (2) If you have answered Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. 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. B. Delay in issuance of the permit. C. Delay in proceeding with construction. (3) If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being Issued. PerApp01.95 Effective June 1, 1995 5 • Calaway Residence STRUCTURAL GENERAL NOTES & SPECIFICATIONS Ec sf ti " GENERAL REDUIREMENTS: r ' • A. DESIGN LIVE LOADS o ; 26 1. Basic Roof Snow 50 PSF 4. Garages 'a'lG . %. ' 2. Residential Floors 40 PSF 5. Wind, 80 mph (s.30' height) 11 — - 3. Decks 50 PSF 6. Seismic — Zone 1 �°,, B. DESIGN CODES The requirements of the Uniform Building Code as published by the International Conference of Building Officials, shall govern the design and construction of this work. The following codes and editions were used: • International Conference of Building Officials Uniform Building Code (UBC 1994) • American Concrete Institute Building Code (ACI 318 -89) • American Institute of Steel Construction Manual of Steel Construction (AISC 9th Edition) • American Institute of Timber Construction Timber Construction Manual (AITC 3rd Edition) • National Forest Products Association National Design Specification for Wood Construction (NDS 1986) C. CHANGES Any changes to the structural drawings required due to the acceptance of alternates and/or substitutions are the responsibility of the contractor and shall be submitted to the structural engineer for approval. D. SHOP DRAWINGS Engineer' s review is intended only as an aid to the contractor in obtaining correct shop drawings. Responsibility for correctness shall rest with the contractor. 1. Shop drawings shall be submitted to the architect for all structural items in addition to items required by architectural specifications. 2. A plan layout drawing showing location and item marks for all loose items shall be submitted with individual sub - assembly drawings. 3. The contactor shall review all shop drawings prior to submittal. Items not in accordance with the contract documents shall be flagged upon his review. 4. Verify all dimensions with the architect before submission to the engineer. 5. Any changes, substitutions, or deviations from original contract drawings shall be clouded by manufacturer or fabricator. Any of the aforementioned which are not clouded or flagged, by submitting parties, shall not be considered approved after engineer's review, unless noted accordingly. 6. The shop drawings do not replace the original contract drawings. It is the contractors responsibility to make sure items are constructed to original drawings. 7. The adequacy of engineering designs and layout performed by others rests with the designing or submitting authority. 8. The use of reproductions of these contract drawings by any con tractor, sub - contractor, fabricator, erector or material supplier in lieu of preparation of shop drawings is expressly prohibited E. GENERAL 1. All dimensions and details on structural drawings shall be verified against the architectural drawings and any discrepancies shall be brought to the attention of the architect before construction or fabrication commences. DO NOT SCALE DRAWINGS. 2. Coordinate all openings through floors, walls and roofs with the Mechanical and Electrical Contractors. Notify Engineer if any openings are to be cut in structural systems. 3. Provide all necessary temporary bracing, shoring, guying or other means to prevent excessive stresses and to hold structural elements in place during construction. ,Calaway.Rcsidence - Page2 June 15, 1995 4. Details on the structural drawings are typical. Verify all dimensions with the architectural drawings. 5. The contract structural drawings and specifications hep■esent the finished structure. They do not indicate the method of construction. The contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, bin ma be limited to, 'c.v.- - =_;ll f: •r _ - ti ,- -, construction equipment, 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 engineer be responsible for the contractor's means, methods, techniques, sequences for procedure of construction, or the safety precautions and the programs incident there to. 6. Options are for the contractor's convenience. He shall be responsible for all changes necessary if he chooses an option and shall coordinate all details. The cost of additional design work necessitated by selection of an option shall be borne by the contractor. 7. Any engineering design provided by others and submitted for review shall bear the seal and signature of an engineer registered in Colorado. 8. Dimensions on the structural drawings are exact with the exception of masonry and sawn lumber dimensions which are nominal. Verify all dimensions with the architectural drawings. 9. Where required construction details are not shown or noted on these plans the contractor shall notify the engineer and the engineer shall provide sufficient details for the work to proceed. 10.Construction materials shall be spread out if placed on framed construction. Load shall not exceed the design live load per square foot. 11. Design shown is for new additions only and does not include any investigation of the existing structure, except as noted. FOUNDATION: Soils are presumed non - expansive, non - soluble, and not prone to excessive consolidation. Owner shall retain a soils engineer to inspect the open excavation to verify assumed design loads. Concrete shall not be poured before a verbal summary of the soils engineer's fmdings are given to the engineer. A. EXCAVATION 1. Contractor shall provide all necessary sheeting, shoring and bracing where required to properly and safely complete the work. 2. Avoid excessive wetting or drying of the foundation excavation during construction, keep excavations reasonably free of water at all times and completely free of water during placement of the concrete. B. BEARING REQUIREMENTS (Assumed) 1. Footings shall bear on natural undisturbed soil or adequately (per soils engineer) compacted structural fill, below die frost depth required by the applicable building code. Any discrepancies with the footing elevations shown on the plans shall be brought to the attention of the engineer. 2. Building to be founded on continuous concrete spread footings placed on undisturbed granular soil with the following allowable bearing pressures: Maximum 1500 psf (DL + LL) Minimum 0 psf (DL) 3. Retaining walls are designed based on the following: Active pressure 50 pcf Passive pressure 300 pcf At-rest pressure 55 pcf Coefficient of friction 0.3 - C. GENERAL REQUIREMENTS 1. Center foundations under columns and walls unless noted otherwise. 2. Provide foundation ventilation in crawl space areas as required by section 2317.7 of the U. B. C.. 3. Backfill on walls with fill on both sides shall be compacted in equal lifts each side of wall. Walls bacldiilled on one side only shall have all supporting slabs, permanent framing or temporary bracing in place prior to Calaway Residency - Page 3 June 15, 1995 placement of the ball (unless noted otherwise on plans). CONCRETE: A. CONCRETE REQUIREMENTS Concrete has been designed and shall be constructed in accordance with the latest editions of the American Concrete Institute Building Code, ACI 318 and Specifications for Structural Concrete for Buildings, ACI 301. Provide hot or cold weather protection per ACI 305 & 306. 1. Concrete shall have a minimum compressive strength at 28 days of: Walls & footings 3000 psi Slabs 3000 psi 2. Provide Type 11 cement throughout with 4-6% air entrainment. 3. Concrete shall be poured in a manner to prevent voids by using a sufficient slump, mechanical vibration and/or other approved method 4. No admixtures shall 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 approval of the engineer. 7. Thoroughly clean all keyways and construction joints prior to placing concrete in adjacent pour. 8. Concrete shall not be in contact with aluminum. B. REINFORCING Detailing, fabrication, and erection of reinforcing steel bars shall comply with the ACI Manual of Standard Practice for Detailing Reinforced Concrete Structures ACf 315. 1. Reinforcing bars shall be ASTM A615 — Grade 60. 2. Welded wire fabric shall conform to ASTM A185. Furnish in flat sheets only. 3. Concrete protection for reinforcement Cast against and permanently exposed to earth 3 in. Exposed to earth or weather #6—#18 bar 2 in. #3--#5 bar 1 112 in. Not exposed to earth or weather slabs & walls 3/4 in. beams & cols. 1 1/2 in. 4. Re-bar lap splices shall be a minimum of 36 bar diameters unless noted otherwise. Lap wire fabric reinforcement one full mesh plus 2" at sides and ends and wire together. 5. Discontinue 1/2 of horizontal steel across construction/control joints. 6. Provide comer bars of equal size and spacing around all comers. 7. Provide 2—#5 bars with a minimum of 2' -0" projection beyond the sides of all openings in walls, beams and slabs. Provide 1—#5 x 4' -0" diagonally at all re- entrant comers of slabs. 8. Provide accessories necessary to properly support reinforcing at the positions shown on the plans. 9. Reinforcing spacings are maximum on center and all reinforcing is continuous, unless noted otherwise. 10. Splices in horizontal beams and walls shall occur at midspan for top bars and over supports for bottom bars. C. SLABS - ON - GROUND 1. All slabs-on- ground shall be 4" thick and reinforced with 6 "x6 " —W 1.4xW 1.4 welded wire fabric or #4 @ 18" on center each way unless noted otherwise on the plans. Reinforcement to be placed in center of slab. 2. Thicken all free slab edges to 8" x 8" with 2—#5 continuous. I . Calaway Residence - Page 4 • June 15, 1995 3. Provide construction/control joints in slabs -on -ground not to exceed 15' on center or as shown on the plans. MASONRY: A. CONCRETE MASONRY UNITS (CMUs) 1. All CMUs shall conform to ASTM C90. 2. CMUs used below grade and all exterior walls shall be Grade `N', Type I and interior concrete masonry units not exposed to weather or earth may be Grade 'N' or Grade `5', Type I. 3. All masonry assemblages shall attain 1500 psi compressive strength (fm) in 28 days. Special inspection not requited. 13. GROUT 1. All mortar for exterior walls and interior bearing walls shall conform to ASTM C270, Type N by proportion, and shall attain 2000 psi compressive strength in 28 days. 2. Grout for masonry bond beams and pilasters shall be made with stone aggregate and shall attain 2000 psi compressive strength in 28 days. 3. Grout lifts shall not exceed 4' -0" unless clean outs are provided —then grout lifts shall not exceed 8' -0". C. REINFORCING 1. Reinforcing bars shall conform to ASTM A615 -76a, Grade 60. 2. Horizontal reinforcing shall be standard weight "Drr -o- wall" or authorized equivalent spaced at 16" on center (unless noted otherwise). Vertical reinforcing as shown on plans (or #5 bar at 4' -0" on center maximum for exterior and/or load bearing walls) shall extend full height of the wall in grouted cells, (unless noted otherwise). 3. Provide minimum 1-#5in grouted cell at all comers, ends of walls, each side of openings and both sides of control joints. 4. Lap bar splices 36 bar diameters. At corners and intersections, make horizontal bars continuous or provide matching comer bars. D. GENERAL REQUIREMENTS 1. Fill all voids and grout cells solid for a distance of 32" below and 12" each side of all beam reactions or other concentrated loads unless noted otherwise on plans. 2. Provide vertical control joints in all masomy wall at 35' -0" max. spacing as located on the arch. drawings. 3. Provide contimwus masonry lintel bond beams at top of wall; at top and bottom of all window openings. Window lintels shall be reinforced as follows: a Spans not exceeding 4'8 "— provide 8" deep beam reinforced with 2-45 bars continuous in bottom beam. b. Spans not exceeding 12' -0"— provide 16" deep beam with 2415 bars continuous at bottom of beam and 1-#5 bar continuous at top of beam. Install #3 stimrps (single leg) at 6" on center horizontal spacing. Bottom reinforcing shall be within 3" of the bottom of the beam. • ,Calaway Residence' Page 5 • June 15, 1995 STEEL: A. STRUCTURAL STEEL Structural steel shall be detailed, fabricated and erected in accordance with latest provisions of the AJSC Manual of Steel Construction and AISC Code of Standard Practice. Use welders meeting the requirements of the AWS Standard Qualification Procedure. Comply with AWS D1.1 Structural Welding Code. 1. All steel shall conform to ASTM A36 except tube columns which shall conform to ASTM A500 (Gr. B) latest edition and pipe shapes which shall conform to ASTM M3 (Gr. B). 2. Bolts shall conform to ASTM A325F. Anchor bolts shall conform to ASTM A307. Bolt size shall be 314 "0, unless noted otherwise. Installation shall be in accordance with AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts, 1978. 3. All welds shall be made with E70XX electrodes. 4. Provide shop applied paint in accordance with the Steel Structures Painting Council specifications as for all exterior members, architecturally exposed members, any members exposed to weather for an excessive period of time during construction, and where indicated on construction documents. Omit shop paint on surfaces to be welded, surfaces to receive welded stud, and contact surfaces of bolted connections. Provide field primer paint for painted members at welds, bolted connections, and areas of abraded shop paint 5. All column base plates shall have 1" minimum grout to provide continuous bearing. STRUCTURAL worm FRAMING• A. DIMENSIONAL LUMBER All wood for structural framing shall be kiln dried Dour Firllarch or graded as per latest edition of the National Design Specifications for Wood Construction by the National Forest Products. Association and the following grading agencies: the Western Wood Products Association (W WPAW), the National Lumber Grades Authority (NLGA), and the Redwood Inspection Service (RIS). 1. The following design values were used for Douglas Fir/Larch (all applicable stress factors apply per U.B.C. section 2304.3): Structural Joists (a 2x6), No. 2 or better Fb = 825 psi F = 95 psi Fj= 625 psi E = 1 600 000 psi Beams and Stringers, No. 1 Fb =1300 psi F = 85 psi F l= = 625 psi E = 1 600 000 psi Posts and Timbers, No. 1 Fb =1200 psi F = 85 psi F ,L= 625 psi E = 1 600 000 psi light Flaming and Studs, Standard or better Fb = 650 psi F = 95 psi F I = 625 psi E = 1 400 000 psi 2. The following design values were used for Redwood: Construction Grade F = 825 (950) psi F = 80 psi F I = 425 psi E = 900 000 psi P P b v � 3. Sizes shown for structural wood framing are nominal sizes. 4. All wood attached to concrete or masonry shall be 2x redwood or pressure treated lumber. Attach sill plates with 112 "9 hooked anchor bolts (7" minimum embedment) at 48" on center (unless noted otherwise). 5. Provide solid blocking between all joists (greater than 2x6's) at bearing supports. Provide additional blocking only as required by the U.B.C., section 2306.7 and 2326.8.3. 6. Install all joists and beams with camber, if any, to top. 7. Provide doublejoists under all load bearing partitions running parallel to joists and solid blocking under all load bearing partitions running perpendicular to joists (unless noted otherwise). 8. Provide built -up wood columns of 2 -2x6 (or 2 -2x4 at 2x4 stud wall) or a minimum number of studs to equal Calaway Residence • Page 6 June 15, 1995 supported beam width (unless noted otherwise on plans). B. FASTENERS AND CONNECTORS Alternate fasteners and connectors to those listed below, which have I.C.13 .0. approval, may be used with approval by the Engineer. 1. Connectors shown on the plans are manufactured by the Simpson Strong -Tie Company, Inc. Connectors by other manufacturers shall be deemed as equivalent if their rated capacity is equal to or greater than that of the connector specified Follow manufacturer' s recommendations for installation of connectors. 2. All timber nailing and connections shall conform to the UBC and AITC. Reference UBC Table No. 23 -I -Q- Nailing Schedule. All nails shown signify `sinker' wire nails unless noted otherwise. 3. Bolts for wood member connections shall be 3/4 "9, ASTM A307 with a minimum 1 1/2" washer each end (unless noted otherwise). Do not countersink bolts unless noted otherwise on structural drawings. 4. Self-drilling fasteners for the attachment to structural steel shall be `Teks' fasteners as manufactured by Builder. C. SHEATITING Sheathing for roofs, floors and exterior shear walls shall be APA Grade- Trademarked C -D, Exposurel. 1. Roof Diaphragms (180 plf) shall be 518 ", APA rated sheathing, 40/20 placed with 8' -0" dimension perpendicular to the joist, rafter or truss span. End joints shall be staggered. Attach plywood at edges with 10d n ails at 6" O.C. and at intermediate supports with 10d nails at 12" O.C. 2. Floor Diaphragms (215 pit) shall be 3/4 ", APA rated Sturdi -I -Flow, 24 0.C. placed with 8' -0" dimension perpendicular to the joist span. End joints shall be staggered. Attach plywood with APA glue and at edges nail with lOd nails at 6" O.C. and at intermediate supports with 10d nails at 12" O.C. Sheathing shall be T & G. 3. Shear Wall Diaphragms (180 pif, 380 plf wind) shall be 1/2 ", APA rated sheathing, 24/0 with 8 dimension vertical. End joints shall be staggered. Studs shall be 16" O.C. Attach plywood with APA glue and at edges nail with IOd nails at 4" O.C. and at intermediate supports with 10d nails at 12" O.C. Sheath all exterior walls full height. At all comers, min 4' -0" each direction, block plywood edges and nail as noted above. D. MICRO - LAMINATED BEAMS Micro- laminated members shall be designed and fabricated in accordance with the National Research Board and the National Design Specification for Wood. 1. Allowable unit stresses for dry conditions of use required shall be as follows: Fb = 2600 psi F = 285 psi F 500 psi E 1800000 psi 2. Install micro-laminated members in accordance with the manufacturer's recommendation. 3. Holes, cuts, or notches not previously approved be the engineer or the manufacturer shall not be made. 4. Micro - laminated lumber is marked on the drawings as `ML' and shall be 1 314" wide, unless noted otherwise. E. FABRICATED WOOD JOISTS (I- Series) I- series fabricated joists with structural wood flanges and plywood webs called for on the drawings (TJI /25, TJI /35 & TJI /55) are as manufactured by the Trus -Joist Corp. of Boise, Idaho. Joists by other manufacturers may be used if the depth and deflection is equal to or less than that of the joist specified for the particular span and spacing and when authorized by the Architect/Engineer. 1. Fabricated wood joists shall be installed in accordance with the manufactuer's recommendations 2. Supply all plates, blocking, bridging, bracing, stiffeners and other related items as recommended by the manufacturer. • Calaway Residence • STRUCTURAL GENERAL NOTES & SPECIFICATIO RE . ENT 47 A ►_ :k_ :_�! ; _u • o v .• A. DESIGN LIVE LOADS • L Basic Roof Snow 50 PSF 4. Garages 2. Residential Floors 40 PSF 5. Wind, 80 mph (40' height) t ' •$ '0 ' 3. Decks 50 PSF 6. Seismic — Zone 1 /ONAL B. DESIGN CODES • B. The requirements of the Uniform Building Code as published by the International Conference of Building Officials, shall govern the design and construction of this work. The following codes and editions were used: • International Conference of Building Officials Uniform Building Code (UBC 1994) • American Concrete Institute Building Code (ACI 318-89) • American Institute of Steel Construction Manual of Steel Construction (AISC 9th Edition) • American Institute of Timber Construction Timber Construction Manual (AITC 3rd Edition) • National Forest Products Association National Design Specification for Wood Construction (NDS 1986) C. CHANGES Any changes to the structural drawings required due to the acceptance of alternates and/or substitutions are the responsibility of the contractor and shall be submitted to the structural engineer for approval. D. SHOP DRAWINGS Engineer' s review is intended only as an aid to the contractor in obtaining correct shop drawings. Responsibility for correctness shall rest with the contractor. 1. Shop drawings shall be submitted to the architect for all structural items in addition to items required by architectural specifications. 2. A plan layout drawing showing location and item marks for all loose items shall be submitted with individual sub - assembly drawings. 3. The contractor shall review all shop drawings prior to submittal. Items not in accordance with the contract documents shall be flagged upon his review. 4. Verify all dimensions with the architect before submission to the engineer. 5. Any changes. substitutions, or deviations from original contract drawings shall be clouded by manufacturer or fabricator. Any of the aforementioned which are not clouded or flagged, by submitting parties, shall not be considered approved after engineer's review, unless noted accordingly. 6. The shop drawings do not replace the original contract drawings. It is the contractors responsibility to make sure items are constructed to original drawings. 7. The adequacy of engineering designs and layout performed by others rests with the designing or submitting authority. 8. The use of reproductions of these contract drawings by any contractor, sub - contractor, fabricator, erector or material supplier in lieu of preparation of shop drawings is expressly prohibited E. GENERAL I. All dimensions and details on structural drawings shall be verified against the architectural drawings and any discrepancies shall be brought to the attention of the architect before construction or fabrication commences. DO NOT SCALE DRAWINGS. 2. Coordinate all openings through floors, walls and roofs with the Mechanical and Electrical Contractors. Notify Engineer if any openings are to be cut in structural systems. 3. Provide all necessary temporary bracing, shoring, guying or other means to prevent excessive stresses and to hold structural elements in place dining construction. - Catawa Residence Page 2 ' June 15, 1995 4. Details on the structural drawings are typical. Verify all dimensions with the architectural drawings. 5. The contract structural drawings and specifications represent the finished structure. They do not indicate the method of construction. The contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, — _ i , load± tit'c in construction but L ryi �„=. ;i�;�iiu &J, ni;,ce -e ; - - :.i _ equipment, 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 engineer be responsible for the contractor' s means, methods, techniques, sequences for procedure of construction, or the safety precautions and the programs incident there to. 6. Options are for the contractor's convenience. He shall be responsible for all changes necessary if he chooses an option and shall coordinate all details. The cost of additional design work necessitated by selection of an option shall be borne by the contractor. 7. Any engineering design provided by others and submitted for review shall bear the seal and signature of an engineer registered in Colorado. 8. Dimensions on the structural drawings are exact with the exception of masonry and sawn lumber dimensions which are nominal. Verify all dimensions with the architectural drawings. 9. Where required construction details are not shown or noted on these plans the contractor shall notify the engineer and the engineer shall provide sufficient details for the work to proceed. 10. Construction materials shall be spread out if placed on framed construction. Load shall not exceed the design live load per square foot. 11. Design shown is for new additions only and does not include any investigation of the existing structure, except as noted. FOUNDATION: Soils are presumed non - expansive, non - soluble, and not prone to excessive consolidation. Owner shall retain a soils engineer to inspect the open excavation to verify assumed design Loads. Concrete shall not be poured before a verbal summary of the soils engineer' s findings are given to the engineer. A. EXCAVATION 1. Contractor shall provide all necessary sheeting, shoring and bracing where required to properly and safely complete the work. 2. Avoid excessive wetting or drying of. the foundation excavation during construction, keep excavations reasonably free of water at all times and completely free of water during placement of the concrete. B. BEARING REQUIREMENTS (Assumed) 1. Footings shall bear on natural undisturbed soil or adequately (per soils engineer) compacted structural fill, below the frost depth required by the applicable building code. Any discrepancies with the footing elevations shown on the plans shall be brought to the attention of the engineer. 2. Building to be founded on continuous concrete spread footings placed on undisturbed granular soil with the following allowable bearing pressures: Maximum 1500 psf (DL + LL) Minimum 0 psf (DL) 3. Retaining walls are designed based on the following: Active pressure 50 pcf Passive pressure 300 pcf At -rest pressure 55 pcf Coefficient of friction 0.3 C. GENERAL REQUIREMENTS 1. Center foundations under columns and walls unless noted otherwise. 2. Provide foundation ventilation in crawl space areas as required by section 2317.7 of the U. B. C.. 3. Back ill on walls with fill on both sides shall be compacted in equal lifts each side of wall. Walls backfilled on one side only shall have all supporting slabs, permanent framing or temporary bracing in place prior to • Calaway Residence Page 3 lune 15, 1995 placement of the backfill (unless noted otherwise on plans). CON CRETE: A. CONCRETE REQUIREMENTS Concrete has been designed and shall be constructed in accordance with the latest editions of the American Concrete Institute Building Code, ACI 318 and Specifications for Structural Concrete for Buildings, AC1 301. Provide hot or cold weather protection per ACI 305 & 306. 1. Concrete shall have a minimum compressive strength at 28 days of: Walls & footings 3000 psi Slabs 3000 psi 2. Provide Type 11 cement throughout with 4-6% air entrainment 3. Concrete shall be poured in a manner to prevent voids by using a sufficient slump, mechanical vibration and/or other approved method. 4. No admixtures shall 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 approval of the engineer. 7. Thoroughly clean all keyways and construction joints prior to placing concrete in adjacent pour. 8. Concrete shall not be in contact with aluminum. B. REINFORCING Detailing, fabrication, and erection of reinforcing steel bars shall comply with the ACI Manual of Standard Practice for Detailing Reinforced Concrete Structures ACI 315. 1. Reinforcing bars shall be ASTM A615 - Grade 60. 2. Welded wire fabric shall conform to ASTMA185. Furnish in flat sheets only. 3. Concrete protection for reinforcement Cast against and permanently exposed to earth 3 in. Exposed to earth or weather #6- #18 bar 2 in. #3 bar 1 1/2 in. Not exposed to earth or weather slabs & walls 3/4 in. beams & cols. 1 1/2 in. 4. Re-bar lap splices shall be a minimum of 36 bar diameters unless noted otherwise. Lap wire fabric reinforcement one full mesh plus 2" at sides and ends and wire together. 5. Discontinue 1/2 of horizontal steel across construction/control joints. 6. Provide comer bars of equal size and spacing around all corners. 7. Provide 24/5 bars with a minimum of 7-0" projection beyond the sides of all openings in walls, beams and slabs. Provide 14/5 x 4' -0" diagonally at all re- entrant comers of slabs. 8. Provide accessories necessary to properly support reinforcing at the positions shown on the plans. 9.. Reinforcing spacings are maximum on center and all reinforcing is continuous, unless noted otherwise. 10. Splices in horizontal beams and walls shall occur at midspan for top bars and over supports for bottom bars. C. SLABS -ON- GROUND 1. All slabs -on -ground shall be 4" thick and reinforced with 6 "x6 "- W1.4xW1.4 welded wire fabric or #4 @ 18" on center each way unless noted otherwise on the plans. Reinforcement to be placed in center of slab. 2. Thicken all free slab edges to 8" x 8" with 24/5 continuous. Calaway Residence . Page 4 June 15, 1995 3. Provide construction/control joints in slabs -on- ground not to exceed 15' on center or as shown on the plans. MASONRY: A. CONCRETE MASONRY UNITS (CMUs) 1. All CMUs shall conform to ASTM C90, 2. CMUs used below grade and all exterior walls shall be Grade `N', Type I and interior concrete masonry units not exposed to weather or earth may be Grade `N' or Grade `S', Type I. 3. All masonry assemblages shall attain 1500 psi compressive strength (Pm) in 28 days. Special inspection not required. B. GROUT 1. All mortar for exterior walls and interior bearing walls shall conform to ASTM C270, Type N by proportion, and shall attain 2000 psi compressive strength in 28 days. 2. Grout for masonry bond beams and pilasters shall be made with stone aggregate and shall attain 2000 psi compressive strength in 28 days. 3. Grout lifts shall not exceed 4' -0" unless clean outs are provided —then grout lifts shall not exceed 8' -0". C. REINFORCING 1. Reinforcing bars shall conform to ASTM A615 -76a, Grade 60. 2. Horizontal reinforcing shall be standard weight "Dur- o-wall" or authorized equivalent spaced at 16" on center (unless noted otherwise). Vertical reinforcing as shown on plans (or 15 bar at 4' -0" on center maximum for exterior and/or load bearing walls) shall extend full height of the wall in grouted cells, (unless noted otherwise). 3. Provide minimum 1-#5in grouted cell at all corners, ends of walls, each side of openings and both sides of control joints. 4. Isp bar splices 36 bar diameters. At comers and intersections, make horizontal bars continuous or provide matching corner bars. D. GENERAL REQUIREMENTS 1. Fill all voids and grout cells solid for a distance of 32" below and 12" each side of all beam reactions or other concentrated loads unless noted otherwise on plans. 2. Provide vertical control joints in all masonry wall at 35' -0" rna spacing as located on the arch - drawings. 3. Provide continuous masonry lintel bond beams at top of wall; at top and bottom of all window openings. Window lintels shall be reinforced as follows: a. Spans not exceeding 4' -8"— provide 8" deep beam reinforced with 2-#5 bars continuous in bottom beam. b. Spans not exceeding 12' -0"— provide 16" deep beam with 245 bars continuous at bottom of beam and 1-15 bar continuous at top of beam. Install #3 stirrups (single leg) at 6" on center horizontal spacing. Bottom reinforcing shall be within 3" of the bottom of the beam. Calaway'Residencc Page 5 June 15, 1995 STEEL: A. STRUCTURAL STEEL Structural steel shall be detailed, fabricated and erected in accordance with latest provisions of the AISC Manual of Steel Construction and AISC Code of Standard Practice. Use welders meeting the requirements of the AWS Standard Qualification Procedure. Comply with AWS D1.1 Structural Welding Code. 1. All steel shall conform to ASTM A36 except tube columns which shall conform to ASTM A500 (Gr. B) latest edition and pipe shapes which shall conform to ASTM A53 (Gr. B). 2. Bolts shall conform to ASTM A325F. Anchor bolts shall conform to ASTM A307. Bolt size shall be 314 "0, unless noted otherwise. Installation shall be in accordance with AISC Specification for Structural Joints Using ASTMA325 orA490 Bolts, 1978. 3. All welds shall be made with E70XX electrodes. 4. Provide shop applied paint in accordance with the Steel Structures Painting Council specifications as for all exterior members, architecturally exposed members, any members exposed to weather for an excessive period of time during construction, and where indicated on construction documents. Omit shop paint on surfaces to be welded, surfaces to receive welded stud, and contact surfaces of bolted connections. Provide field primer paint for painted members at welds, bolted connections, and areas of abraded shop paint 5. All column base plates shall have 1" minimum grout to provide continuous bearing. STRIICTIIRAL WC)C)D FRAMING: A. DIMENSIONAL LUMBER All wood for structural framing shall be kiln dried Douglas Fir /larch or graded as per latest edition of the National Design Specifications for Wood Construction by the National Forest Products Association and the following grading agencies: the Western Wood Products Association (WWPAW), the National Lumber Grades Authority (NLGA), and the Redwood Inspection Service (RIS). 1. The following design values were used for Douglas Fir/Larch (all applicable stress factors apply per U.B.C. section 2304.3): Structural Joists (a 2x6), No. 2 or better F = 825 psi F = 95 psi F 625 psi E = 1 600 000 psi Beams and Stringers, No. 1 Fb = 1300 psi F = 85 psi F = 625 psi E =1 600 000 psi Posts and Timbers, No. 1 Fb =1200 psi F = 85 psi F 625 psi E =1600 000 psi Light Framing and Studs, Standard or better F =650 psi F =95 psi F 625 psi E= 1400000 psi 2. The following design values were used for Redwood: Construction Grade Fb = 825 (950) psi F = 80 psi F1= 425 psi E = 900 000 psi 3. Sizes shown for structural wood framing are nominal sizes. 4. All wood attached to concrete or masonry shall be 2x redwood or pressure treated lumber. Attach sill plates with 112 "0 hooked anchor bolts (7" minimum embedment) at 48" on center (unless noted otherwise). 5. Provide solid blocking between all joists (greater than 2x6's) at bearing supports. Provide additional blocking only as required by the U.B.C., section 2306.7 and 2326.8.3. 6. Install all joists and beams with camber, if any, to top. 7. Provide double joists under all load bearing partitions running parallel to joists and solid blocking under all load bearing partitions running perpendicular to joists (unless noted otherwise). 8. Provide built -up wood columns of 2 -2x6 (or 2 -2x4 at 2x4 stud wall) or a minimum number of studs to equal GARFIELD COUNTY Building and Planning October 13, 1995 Kevin L. Patrick 205 South Mill, Suite 300 Aspen, Colorado 81611 Re: Calaway Accessory Dwelling Dear Kevin: After reviewing your letter with Don DeFord, we both still have the same concern that resulted in the initial question to Ms. Calaway. The permit requested can only be for an "accessory dwelling unit ", since Garfield County has no provisions for a "caretaker" unit. As such, the County's zoning resolution requires proof of a legal and adequate supply of domestic water for the accessory dwelling unit, since the accessory dwelling unit may be occupied on a year around basis for whatever residential purpose the property owner deems appropriate. This includes the use of the accessory dwelling as a "mother -in -law" unit, "employee housing ", "caretaker" unit or as a rental unit. Based on your representations, it appears that Ms. Calaway, through language not precluding her from using the right to the third dwelling unit allowed for the Mackie No. 1 well, is claiming the right to the third dwelling allowed by the permit. While your logic appears to be reasonable, the fact that she only has the right to fifty percent of the production from the well creates a conflict with the legal right for two dwellings. Don and I still feel that Ms. Calaway needs to acquire the right to the third dwelling allowed to use the well. Otherwise, Ms. Calaway or a future property owner of the property, may end up with a conflicting claim to the well water use, if someone were to monitor the actual amount of water used and determine that more than fifty percent of the production is being used by dwellings on the Calaway property. 109 8th Street, Suite 303 945- 8212/625 - 5571/285 -7972 Glenwood Springs, Colorado 81601 • Without some revised agreement or consent from the owner of the other fifty percent of the Mackie No.1 well to allow for the other dwelling unit on Ms. Calaway's property to use the well, the County is not in the position to approve the dwelling as an accessory dwelling. If you have any other questions or concerns about this letter or the issues in it, feel free to call or write to me, at your convenience. Sincerely, Mark L. Bean, Director Building & Planning Department xc: Don DeFord 771770 )7 sa f it N r 1 1; "; ' PATRICK & STOWELL,P.C. ATTORNEYS AT LAW A PROFESSIONAL CORPORATION L " 't' (),.,'; Y 205 SOUTH MILL KEVIN L. PATRICK - SUITE 300 BRIAN L. STOW ELL ASPEN, COLORADO 81611 October 11, 1995 (970) 920 -1028 TELECOPIER (970) 925-6847 Mr. Mark Bean Garfield County Planning Dept. VIA FAX & MAIL 2014 Blake Ave. Glenwood Springs, CO 81601 A D Re: Mackie No. 1 Well /Well Sharing Agreement 10 - I - 95 Dear Mark: We have been asked by Ms. Connie Calaway to review the Well Sharing Agreement for the Mackie No. 1 Well dated June 20, 1994 and recorded at Reception No. 464861 (Book 906 Page 548), Garfield County Records together with the Special Warranty Deed for the Mackie No. 1 Well, dated June 13, 1994 recorded at Book 906 Page 553, Garfield County Records. I have also reviewed Well Permit No. 140132 which was issued to the Mackie No. 1 Well and is in good standing by virtue of the timely filing of a well completion report with the State Engineer's Office. Evidently Garfield County has questioned Ms. Calaway's continued construction of a detached caretaker unit on her property for water related reasons even though the County has issued the necessary building permit approvals. Under State Engineer's Office guidelines a detached portion of a single family home may be characterized by the State Engineer as a separate dwelling unit for purposes of well permitting. The Mackie No. 1 Well is a well exempt from administration pursuant to CRS 37- 92- 602(1)(b). Accordingly, it may be utilized for up to three single family dwellings, combined irrigation of no more than one acre of home, lawns and gardens and non - commercial livestock. Ms. Calaway's predecessors, Johann and Sharon Reiger, entered into a Well Sharing Agreement with Ursula Cowgill for use of the Mackie No. 1 Well. Within this document, the parties agreed to share one -half of the production of the well. However, Ms. Cowgill limited her usage of the well production to use within one single family residence pursuant to paragraph five of the recorded Well Sharing Agreement. There is no similar limitation on use of the well by Ms. Calaway as successor to Mr. and Mrs. Reiger. Accordingly, provided Ms. Calaway utilizes no more than fifty percent of the production from the well, it is my interpretation of the Agreement and Special Warranty Deed that she may utilize her portion of the well's production it within two residences on her property, which would cover the proposed detached caretaker dwelling. i � w N N w p 'O m ct w w — 0 Z,o� 2 U 1 Y 1 - 1, 1 1 I ts; ) < --- r f m vl I �` = 1 f w -11 rNH cg CD N- Z N c f` �I Li I I I ; I y i i O � I .OZ qi r? V � 1 1 I III 2 0 H 4 li I 1 'I 5 4 #1 '' !I 0 1 1 z ' _k c PATRICK & STOWELL, P.C. ATTORNEYS AT LAW A PROFESSIONAL CORPORATION 205 SOUTH MILL KEVIN L. PATRICK SUITE 300 BRIAN L. STOWELL ASPEN, COLORADO 81611 (970) 920 -1026 October 18, 1995 TELECOPIER (970) 925 -6847 Mr. Mark Bean Garfield County Planning Dept. VIA FAX & MAIL 2014 Blake Ave. Glenwood Springs, CO 81601 A X E Re: Calloway Accessory Dwelling Unit lc) D Dear Mark: Per our telephone conversation yesterday, I am providing you with a copy of the Agreement for the sharing of the Mackie Well No. 1 for your files. Please note paragraph 5 of the Agreement which provides a limitation on the usage by Ursula Cowgill of her production rights to one single family dwelling. Since the permit may be utilized for 3 single family dwellings, it is our position that 50% of the production capacity can be utilized within two structures owned by Ms. Calloway. Should you have any questions in this regard, please do not hesitate to contact me. If I do not hear from you, we will assume that this matter has been resolved and proceed with the construction previously authorized by the County. Very truly yours, PATRICK & STOWELL, P.C. a Professional Corporation 0 r et Kevin L. ' atrick KLP /cm OI79BLGC.OI cc: Ms. Connie Calloway S E P— 2 8 - 9 6 T H U 16:43 JAMES C. C A L A W A Y P. 0 2 i nn ��++ � RECDRDEO 3:0f O'CLOCK P.M. REC • 464 640r. 0J0Vv4:8 •,, y mi21im MILOREO ALSDORF. ;ARFIFLO COUNTY CLERK WELL - SEARING AGREEMENT FOR THE MACKIE NO. 1 WELL THIS AGREEMENT is entered into by and between Johann G. Rieger, Sharon K. Rieger (hereinafter "Riegers ") and Ursula Cowgill (hereinafter. "Cowgill ") an the dates sot forth bolow. W I T N E S E T H: WHEREAS, the Riegers own Lot A of the Mackie Subdivision Exemption, as described on the final plat thereof recorded May 13, 1986, in the Garfield County Clerk and Recorder's Office under Reception No. 370998; and WHEREAS, Cowgill is the owner of Lot 8 of the Mackie Subdivision Exemption; and WHEREAS, the plat of the Mackie Subdivision Exemption includes a well easement which is described as a ten -foot radius circle, located on the common property lines between Lot A and Lot 8, and the notes to the plat state that "all parcels shall receive a deeded interest in the Well consisting of a minimum of five gallons per minute "; and WHEREAS, no well was ever constructed on the well easement ' designated on the Mackie Subdivision Plat, but the Mackie No. 1 well was constructed, at a different location on Lot A under Colorado Division of Water Resources Permit No. 140132 issued June 27, 1985; and ' WHEREAS, the Riegers have granted to Cowgill an undivided one - half interest in the Mackie No. 1 Well, its pump, pipelines, well equipment and Permit No. 140132, as well as necessary easements for A y,.l� •.,3 'r. uyl..uaainaiAt of th Heir, QL'{`.S CrilateQ well equipment and a pipeline ,to Cowgill's property; and WHEREAS, the parties hereto wish to set forth their understandings and agreements with regard to the future ownership, use, and maintenance of the Mackie No. 1 W21 and the easements related thereto. NOW, THEREFORE, for and in consideration of the mutual promises and covenants contained herein, the adequacy and euffieieney of .hick: is Pacraby acsnow.cagea, the parties agree A4 tviioo:c5 1. The parties agree that no well has been or will be constructed on the ten -foot radius circle well easement described on the Mackie Subdivision Exemption Plat, and neither they nor their successors will make use of that well easement in any way. 1. rack Owner or n ......- 1ae.1t int rn.. uw�.ni• ai._. s weir en01J. r.ar an ..cat+ +1 n —aaaSS of all °oat= ' inelarred ror Lbw Please return to:Scott Balcomb Delaney & Balcomb, P.C. P.O. Drawer 790 Glenwood Springs, CO 81602 • „t.," S E P— 2 8— 9 5 T H U 16:42 J A M E S C. C A L A W A Y P.01 looK0906 Pm 549 common benefit of operation, repair, maintenance and replacement of the Mackie No. 1 Well, its pump, common pipelines, and well equipment. However, each owner of a one -half interest in the Mackie No. 1 Well shall bear the entire cost of operation, repair, maintenance and replacement of pipelines or other items which are not used in common but which are used solely to provide water service to his or her property. It is the intent of the parties hereto that each owner of a one -half interest in the Mackie No. 1 Well will be solely responsible for operation, repair, maintenance And replacement of that part of the water delivery system from the Mackie No. 1 Well which is used solely to provide Water service to that owner property. 3. In the event that either owner of a one -half interest in the Mackie No. 1 Well determines that repair, maintenance, improvements or replacements are necessary to the Well structure, pipeline or appurtenant common facilities, such owner shall notify the owner of the other one -half interest in writing. The owners agree to cooperate for the purpose of entering into mutual agreements for completion and payment of such repairs, maintenance, improvements or replacements. Should the owners be unable to agree, either owner shall be entitled to make any and all reasonable improvements which are essential for the proper functioning of the Well, pump, pipeline or appurtenant facilities and shall notify the other owner in writing of his or her rightful share of the resulting costs and expenses, in accordance with this Agreement. 4. All common expenses and costs incurred for the operation, repair, maintenance and replacement of the Mackie No. 1 Well, its pump and common pipelines shall be paid equally by each owner of a one -half interest in the well within 30 days from the time they are presented for payment. In the event that either owner of a one -half interest fails to pay his or her share as set forth in the previous paragraph, interest on the unpaid amount shall begin to accrue at 18% per annum 30 days from the date such costs or expenses were presented for payment. In the event the nonpaying party shall fail to pay any such sums with interest thereon within six months from the date of presentment for payment the party or parties who have paid those costs and expenses shall be entitled to reasonable attorney fees in obtaining a judgment for collection of the amounts due, in addition to any other remedies available at law or in equity for breach of this Agreement. 5. Each owner of a one -half interest in the Mackie No. 1 Well shall use not more than one -half of the water physically available from the Well or one -half of the water allowed to be used pursuant to well permit No. 140132, whichever is less. Cowgill agrees that she will use the water withdrawn from the Mackie No. 1 well only for one aingla- family residenro nn har property. The parties further agree that the water from the Mackie No. 1 Well snail be.usea in accordance with this terms and conditions imposed -2- S E P- 2 8- 9 5 T H U 16 :4 4 JAMES C. C A L A W A Y P 03 0806? & K .5 O BQOd ,G , by the well permit, including irrigation of not more than one -half acre of lawn and garden by each owner of a one -half interest in the Well, unlace "that parties ctherW4ce ngroe. 6. No owner or an interest in the Mackie NO. 1 well shall waste water, and the owner of each interest shall exercise prudence and conservation in the use of the water from the Mackie No. 1 Well. The owners of the interests in the Mackie No. 1 Well agree to exercise such prudence and conservation in order to allow for efficient and beneficial use of the Well and to avoid burdening the aquifer and Well pump unnecessarily. 7. In the event that any governmental or judicial authority imposes future requirements or restrictions on the Mackie No. 1 Well or its use by any of the owners of the one -half interests in the Well, the parties agree to work together to comply with such requirements or restrictions so as to assure a continuing water supply for Lot A and Lot S of the Mackie Subdivision Exemption. The parties further agree to share equally any costs associated with such compliance. 8. Cowgill shall not be responsible to contribute the sums required under this Agreement for maintenance, repair, operation and replacement of the Well pump and common pipeline and other facilities until such time as she chooses to connect to the Mackie No. 1 Well. In the event that either owner of a one -half interest in the Mackie No. 1 Well chooses or is required for any reason to disconnect from the Well, that owner shall have no right to reimbursement or repayment for sums previously contributed pursuant to the terms of this Agreement. 9. Catjill agrees that when she installs a pipeline or other equipment on the easement granted to her for use of the Mackie Well No. 1, she shall bury said pipeline underground, cover and regrade any excavation, reseed it with pasture mix, and generally do all things necessary to leave Riggers' property in the same condition as before the work began. 10. This Agreement shall inure to the benefit of and be binding upon the parties, their heirs, designees, executors, administrators, assignees, transferees, and successors in interest. 11. The language used in this Agreement and all parts thereof shall be construed as a whole according to its plain meaning and not strictly for or against any party. All parties have equally participated in the preparation of this Agreement. 12. If any covenant, term, condition or provision - contained in this Agreement is held by a court of competent jurisdiction to be invalid, illegal or unenforceable in any raspnnt, sunh nnvammnt, tarn, nnnditinn nr prnvicinn cha11 ho -3- S E P— 2 8— 9 5 T H U 1S:45 JAMES C. C A L A W A Y P-04 BOOXOSOGPt$ X51 severed or modified to the extent necessary to make it enforceable; and the resulting agreement shall remain in full force and effect. 13. This document embodies the entire and complete agreement of the parties on the subject matter herein. No promise or undertaking has been made by any party, and no understanding exists with respect to the transactions contemplated, except as expressly set forth herein. All prior and contemporaneous negotiations and understandings between the parties are integrated and merged into this Agreement. 14. 'iX%is Agreement may be amended from time to time by amendments made by the parties in written form and executed in the same manner as this Agreement. 15. The parties agree and intend that this Agreement shall run with the parcels of land described as Lot A and Lot B of the Mackie Subdivision Exemption according to the plat filed under Reception No. 370998 in the office of the Garfield County Clerk and Recorder on May 13, 1988; and the Agreement shall bo a burden and benefit un Llivae i+iopea :ties. 16. This Agreement may be executed in duplicate original cuunterparta, each of which ehall constitute an original but all of which shall constitute one ana the same document. IN WITNESS WHEREOF, the parties have executed Oils Ayleeluent on the day and year set forth next to their signatures. flte.K Date JO G. RI ER # 19g „e • Date SHARON K. RIEGF.R es. 20° eit i,4044frek. 6,7 Date URSULA COWGILL 1 -4- S E P— 2 8— 9 5 T H U 16:46 JAMES C- C A L A W A Y P-05 900140906;Ini 552 STATE OF COLORADO ) ss COUNTY OF GARFIELD ) Subscribed, sworn to and acknowledged before me June 13, 1994, by JOHANN G. RIEGER. my c'oisanission expires v1Q& ._ J L , � j �:ia�tfeea my hand and official seal. No - Puelic STATE OF COLORADO ) ss COUNTY OF GARFIELD ) Subscribed, sworn to and acknowledged before me June 13, 1994, by SHARON K. RIEGER. ., �My'• °commission expires . 4'4q/?I my hand and official seal. JJ Neter ublic STATE OF COLORADO ) ss COUNTY OF GARFIELD ) subscribed, sworn to and acknowledged before melW'5r1 199j;''.b +F U.RSULA COWGILL, YV L\ „ .:.... My„ comilission expires witness my hand and official coal. • • •• r , L • Notary Pun'. tla \2rieger.03 818 Colorado Avenue Glenwood Springs, CO 81601 My commission expires May 1, 1997 -5-