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HomeMy WebLinkAboutApplication- PermitGarfield County Building, Sanitation, & Planning Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. 901a Job Address D pg L.QC_.1 bDb I5 Nature of Work Use of Buildin ^g Owner cri M1 Contractor(—sr h fin'• Building Permit ass-.a-�a-c- o©i a Amount of Permit $ 351-1B • Date - Ot h4 ?4r.ri_s_xpsfryj--0-#L3 Clerk r e Permit No. GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8' Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212/ Fax: 970-384-3470 / Inspection Line: 970-384-5003 ParceUSchedule No: , 0 01.'7 A cocci I AGREEMENT PERMISSION I5 HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE 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 COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT 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 THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE UNITIAL): '-I'� 9415 3g Cidie Job Address://� v f O C' C & �l l /6o 6 iw n L✓nL / S/- -7 (C , 5 1 Lot No: Block No: Suhd. / Exemption: 2 Owner:/ Met_ /¢&Anrr/± Address n 113% %r`*'/'"fteo..s Pb:p ZiAC—trre Wk Ph: 3 Contractor: (jrc l4 &etc/hit-Lei , it. Address: #5/,2 4 if 117 Rect.. , Ph: 9'V5- 6'17_7 Lic. No. 4 Architect/Engineer: T9S t Address: 5m.Jiat.r,, 3/4 f.5%/, Rem' Laset-sec., Ph: 1 -Vele -Ss-4- s 8 zy Lic. No. 5 Sq. Ft. of Building: 8 76 0 Sq. Ft. of Lot: . vc 5' a a.i t• Height: /FL.'" No. of Floors: / 6 Use of Building:Milt/ cite. e It !L jk 34419.- Di ft bki o, 7 Describe Work: id '/ / / / a- M••,,-5(nof .N.A / e4. 4 -1)."-C 8 Class of Work: pis New ❑ Alteration 0 Remove o Addition ❑ Move 9 10 Garage: o Single o Double Carport: o Single ❑ Double 0 Driveway Permit k ❑ On -Site Sewage Disposal y Site Plan <-J cis' ( «.7 (Septic) 11 Valuation of Work: S /6a�0oo Adjusted Valuations: S s - -*q'iO S 'C S w Isla.* 2 311,44.44-1.W-0.0.471 Dont '%x% • , s—i5olap �4i$s4 S,n.i►u.�. n-r»o O 1t.S5 3, " 7p 'e NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS 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. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTH STATE OR LOCAL LAW REGULATING CONSTRUCTION OR T P ORMANCE OF CO . TRUCTI ON. «. e • �1 • 03 Plan Check Fee: Per t Fee: ffuniFi Q 78 ,`� 13 /5, 2 14i. ✓5 - Total Fee: Dated Permit Issued: 35��. )3 OCC Group: Const. Type: CJ I "iT'r' Zoning: (-4); vim4Avecectp Setbacks: Manu. Home: ISDS No. & Fee: I<' T 8 i ER �1 2-3-0 �r /r •-//%/ IL'G DENertE . APPRO• /DATE Q ri."' DATE AGREEMENT PERMISSION I5 HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE 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 COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT 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 THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE UNITIAL): '-I'� 9415 3g Cidie • r 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. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOTOCCUPY 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 VACATING PREMISE UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupanc , use and the issuance of a Certificate of 9cc pancy for the dwelling under building permit : t - - 9 BpcontO82002 Date 3- 9bt3 PLAN REVIEW CHECKLIST Applicant /945 DLR" Building &/ b;ngine oundation �Driv way Permit • n] urveyed Site Plan Septic Permit and Setbacks %/frade/Topography 30% N 4Attach Residential Plan Review List %./ifinimum Application Questionnaire u Asubdivision Plat Notes ✓1 ire Department Review Valuation Determination/Fees t/IIted Line Plans/Stamps/Sticker Attac onditions Plan ' eviewer To Sign Application Marcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Az-- at/ 134400* 240 r 14 7251 Date Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes LoXaMI-4? e 661 w C2 0-7 itedlegl fr%erA7 /It ar t 3v) (4'0 �o 34, 9S1 1 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS including NEW CONSTRUCTION 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 checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot. up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to. the property lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. NOTE: 106.3.1 (7.) 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 )0 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and 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 No Not necessary for this project id 3. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes ¥ No Not necessary for this project 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes No Not necessary for this project r 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes d 6. 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? Yes Y No Not necessary for this project 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes JC No Not necessary for this project 8. 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 Not necessary for project Ae 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes No Not necessary for this project 10. Do the plans include design loads as required under the Uniform Building Code for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes y No Not necessary for this project 11. Do the plans include design loads as required for floor loads under the Uniform Building Code Chapter 16 and Tables 16A, 16B and 16C? Yes No Not necessary for this project .4- 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes d/ No Not necessary for this project 13. Is the wind speed and exposure design included in the plan? Yes yr No Not necessary for this project 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes ,t- No Not necessary for this project 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes -jam No Not necessary for this project 16. 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? Yes k No Not necessary for this project 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes No Not necessary for this project k 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 31? Yes No Not necessary for this project .2( 19. 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? Yes No Not necessary for this project y 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No Not necessary for this project .1C 21. 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? Yes No Not necessary for this project 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes No Not necessary for this project Y 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the Uniform Building Code Table 5-A) Yes ,- No Not necessary for this project 4 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes No Not necessary for this project ...er 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No Not necessary for this project 4( 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes No Not necessary for this project j4., 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project 1 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes y No 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes I( No Not necessary for this project 30. 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 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For comer lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes , No 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes .#/ No 33. 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 "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yes No 5 34. 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 ,V No 35. 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 Codes? Yes No 36. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale, in the afternoon. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. 37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a 547.00 re -inspection fee? Yes No 38. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes 4 No 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes a/ No 40. 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 submittal�/ of the building permit application? Your attention in this is appreciated. Ct Yes No 6 • I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. Signature 441 Ib�jyfr Date Phone: em G../ 2.7 (days); Project Name: Project Address: Note: (evenings) o6g cx?Koo G s. If you 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. *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. *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. Bpcomm 04/2003 7 TRACHTE BUILDING SYSTEMS, INC. LOW -PROFILE MINI -STORAGE PROJECT CALCULATIONS PER UNIFORM BUILDING CODE 1997 Customer: Mike Alsdorf Prepared by: Steven E. Hayden Location: Glenwood Springs, CO Reviewed by: John E. Whalen Order Number: P-27124 Building: A & B BUILDING DESCRIPTION BUILDING HEIGHT H = 8 ft + 4 in BUILDING WIDTH B = 40 ft BUILDING LENGTH Leneth = 195ft in Rpnch E .25 ft BUILDING SLOPE Slope = .5 1 for Lean-to, 5 or Gable BAY WIDTH 1 Bay! = 10.ft BAY WIDTH 2 Bay2 = 5.ft PURLIN SPACING Pspace = 5 ft RAFTER SPAN Rspan = 2-Pspace ROOF PITCH BLANK ENDWALL SPACING INT. PARTITION GIRTS (BAY 1) INT. PARTITION GIRTS (BAY 2) ROOF DEAD LOAD PARTITION DEAD LOAD HEIGHT TO FLOOR P27124.mcd EWspace = Rspan Colbracel ="no" Colbrace2 ' "no' DR=2psf Dp = 3•psf Lower =_ Oft FEB 02 - BUILDING LOADS GROUND SNOW LOAD SNQW EXPOSURE CATEGORY Table SNOW IMPORTANCE FACTOR Table A -6-B Pg=40psf Esnow E 3 Is= 0.9 DESIGN LOAD P = 40 pss WIND VELOCITY Figure 16-1 WIND EXPOSURE CATEGORY 6-K WIND 1IMPORTANCE FACTOR TSEISMIC OCCUPANCY CATEGORY 4 SEISMIC6-ZONE FACTOR i able 11 SOIILbie PROFILE TYPES Ta16-J 1 V=_80mph Ewind = ,.C" 1w 1.0 Zone = "1" Type E "SD" 2/2/2004 DESIGN WIND LOADS (BUILDING AND CLADDING) BASIC VELOCITY PRESSURE, Pv PER TABLE 16-F qs = .00256 mph 2-psf-V2 qs = 16.38psf PRESSURE COEFFICIENTS PER TABLE 16-H WALL(Based on 30 ft2) WINDWARD END ZONE 1E LEEWARD END ZONE 4E WINDWARD MID ZONE 1 LEEWARD MID ZONE 4 Cg1E a 1.03 Cg4E = -1.33 Cqi = 1.53 Cq4 = -1.53 DESIGN PRESSURE (psf) WALL WINDWARD END ZONE 1E LEEWARD END ZONE 4E WINDWARD MID ZONE 1 LEEWARD MID ZONE 4 ROOF -NEGATIVE WINDWARD END ZONE 2E LEEWARD END ZONE 3E WINDWARD MID ZONE 2 LEEWARD MID ZONE 3 END ZONE WIDTH a = if(Z1 >_ 10ft,10.ft,Z1) a=4ft ROOF NEGATIVE(Based on 50 ft2) WINDW END ZONE 2E Cg2E _ -1.95 LEEW END ZONE 3E WINDW MID ZONE 2 LEEW MID ZONE 3 PIE = gs'Cew'Cg1E'Iw P4E = 9s'Cew-Cg4E'Iw PI E qs-Cew'Cgi.1w P4' gs'Cew-Cg4'Iw P2E = 4s'Cew'Cg2E'Iw P3E = 4s'Cew'Cg3E'Iw P2 = g5-Cew'Cg2'Iw P3 = q5 Cew.C43'Iw DESIGN LOADS PER TABLE 16-H WALL PRESSURE COEFFICIENT WINDWARD WALL PRESSURE COEFFICIENT LEEWARD ROOF PRESSURE COEFFICIENT WINDWARD ROOF PRESSURE COEFFICIENT LEEWARD DESIGN PRESSURE WINDWARD WALL Cq3E = -1.95 Cq2=-1.57 Co a -1.57 PIE = 17.89 psf P4E = 23.1 psf P1 = 26.57psf P4 =-26.57psf P2E =-33.87psf P3E =-33.87psf P2 = -27.27 psf P3 = -27.27 psf WHERE ZI = 0.113 (MAIN WIND FORCE RESISTING FRAME) Cq.wind = 0.8 Cq.lee = -0.5 Cq.wroof =-0.7 Cg!roof =-0.7 LEEWARD WALL Pww = gs'Cew'Cq.wmd'Iw Plw = gs'Cew'Cq.lee-Iw Pww = 13.89 psf Plw = -8.68 psf WINDWARD ROOF Psw = gs'Cew'Cq.wroof'Iw Psw =-12.16psf LEEWARD ROOF Prw = gs'Cew-Cq lroof'Iw Prw = -12.16 psf P27124.mcd 2 2/212004 DESIGN SNOW LOAD Pf = 40 psf SEISMIC DESIGN ANALYSIS PROCEDURE: BUILDING FRAME SYSTEM: RESPONSE MODIFICATION FACTOR Table 1617.6 WEIGHT OF BUILDING (Bay 1) SEISMIC BASE SHEAR (Bay 1) WEIGHT OF BUILDING (Bay 2) SEISMIC BASE SHEAR (Bay 2) WEIGHT OF BUILDING (Longitudinal) SEISMIC BASE SHEAR (Longitudinal) Static Force Procedure (Simplified 1630.2.3) Light frame walls with shear panels Response = 2.5 Wbuildmg.I = 60001b Vbasel = 8641b Wbuilding.2 = 30001b Vbase.2 = 4321b Wiong = 1170001b Vbase.long = 168481b PURLIN MEMBER STRESSES Note: Live load deflection limited to 1/2 of roof pitch. SNOW LOAD Max positive moment, bay 1 Max End Reaction, bay 1 Max positive moment, bay 2 Max End Reaction, bay 2 WIND LOAD Bay 1 Max Moment - Windward Side End Zone Ml W2E — f (P2E + DR)'Pspace]'BaY12M I W2E = -23899.3 lb in CIPf + DR)' Pspace]' (Bayl )2 Mpi 8 (Pf + DR)' Pspace.BaY1 Rp1:= 2 C// (Pf + DR)'PspaceJ'(BaY2)2 Mpi 8 (Pf + DR)'PspaceBaY2 Rp2 2 R1 W2E = —787.25 Ib R I W2Em = 708.05 Ib Max Moment - Leeward Side End Zone MI W3E -- f (P3E + DR)'Pspace]'BaYl M1 W3E =—23899.3lbin RI W3E = —787.251b RIW3Em = —708.051b Max Moment - Windward Side Mid Zone M I W2 -'[(P2 + DR)'Pspacee'Bayi2 RI W2 := 2 .kP2 + DR)'Pspace'BaY1 Max Moment//- Leeward Side Mid Zone M1 W3 := 8'�1P3 + DR)'PspaceJ'BaY12 RI W3 Z •(P3 + DR)'Pspace'BaYI M 1 w2 = —18949.691b in R1W2 = —631.661b M1VU3 = —18949.69 lb in R I w3 = —631.661b Mpi = 315001b in Rpt = 10501b Mpg = 78751b in Rpt = 525 Ib blim Pspace'Rpitch 2 4 BaY1• S Pfpspace 11 384 E•bhm 12 :_ 4 Bay2 •5-Pf rspace 384 E bbm Bay 2 Max Moment - Windward Side End Zone M2W2E := 8'[(P2E+DR)'Pspace}BaY22M2W2E _-5974.8216 in R2W2E = —420.0211) R2w2Em = —393.62 Ib Max Moment - Leeward Side End Zone M2W3E 8'[(P3E + DRY Pspace]'BaY22M2W3E = —5974.82 lb in R2w3E = —420.02 Ib R2W3Em = —393.621b Max Moment - Windward Side Mid Zone M2W2 8'�(p2 + DR)'Pspace]'BaY22 M2W2 = —4737.42 lb in R2W2:=2 'kP2+DR)'Pspace'BaY2 Max Moment//- Leeward Side Mid Zone M2W3 '�1P3 + DR)'Pspacej'BaY22 M2W3 = —4737.42Ibtn R2W3 .�P3 + DR)'Pspace'BaY2 R2w2 = —315.83 Ib R2W3 = -315.83 Ib P27124.mcd 3 2/212004 RAFTER MEMBER STRESSES SNOW LOAD Max positive moment, bay 1 Max positive moment, bay 2 WIND LOAD Bay 1 Max Moment - Windward Side End Zone M (RIW2Em+RIW2)'Rspan M 40191.321bin rlw2e 4 rlw2e = — Max Moment - Leeward Side End Zone (R1 W3Em + R1 W3)•Rspan Mrlw3e= 4 Max Moment - Windward Side Mid Zone 2'Rxw2'Rspan Mrlw2:= 4 Max Moment - Leeward Side Mid Zone 2' R1 W3'Rspan Mrp1:= 4 2•Rp2-Rspan 2'Rpi.Rspan Mrp2:= 4 Mrlw3e = —40191.32 lb in Mr l w2 = —37899.38 lb in Mrlw3:= 4 INTERIOR COLUMN Mrlw3=-37899.38Ibin MrPI=63000Ibin Mrp2 = 31500 Ib m Bay 2 Max Moment - Windward Side End Zone MrMr2w2e2w2e21283.56Ibm r2w2e 4 = — Max Moment - Leeward Side End Zone (R2W3Em + R2W3)'Rspan Mr2w3e 4 Mr2w3e = Max Moment - Windward Side Mid Zone 2'R2W2'Rspan Mr2w2 4 Max Moment - Leeward Side Mid Zone 2-R2W3'Rspan —21283.561b in Mr2w2 = —I 8949.69 lb in Mr2w3 4 Mr2w3 = —18949.69 lb in Axial load, bay width 1 p11 :_ (Pf + DR).Bay1•Rspan Axial load, bay width 2 PI2 := (Pf+ DO•Bay2•Rwan P11 = 42001b P12 = 210016 CLOSET SIDEWALL / ENDWALL COLUMN Axial load, bay width 1 Axial load, bay width 2 Rpt = 10501b Rpt = 525 Ib BLANK SIDEWALL COLUMN Rspan PS1 := (Pf+ DR) Bayl 2 Rspan 2 Axial load, bay width 1 Axial load, bay width 2 P32:= (Pf+DR).BaY2. BLANK ENDWALL COLUMN Psi = 2100113 P32 = 10501b Axial load, bay width 1 Axial load, bay width 2 Max column height Max moment, end zone Max moment, mid zone Ban PEI := (Pf+ DR/ 2 'EWspace Bay2 PE2:= (Pf+DR)' Z EWspace L = I(B•Slope.Rprtch) + H — 1.5anj r 2 (P4E'EWspace)-LL 9'!n) Mez 8 (P4•EWspace)'(L — 9.1a)2 Miz 8 P27124,mcd 4 PEI = 21001b PE2 = 1050 lb L = 8.63 ft Mez = —21486.71 ib in M1z = -247 i 7.7916 in 2/212004 GIRT. Max moment, 10' endwall, end zone L-9•in 2 P4H 3 (Ewspace) MGeZ :=8 MGez = —9094.9 Ib in Max moment, sidewall, end zone, Bay width 1 Max moment, sidewall, end zone, Bay width 2 (P4E.Hxs).(Bayl)2 (P4E.Hxs).(BaY2)2 MGsezl 8 MGsezl = —9624.23 Ib in MGsezl 8 MGsezl = —2406.06 ib in Max moment, sidewall, mid zone, Bay width 1 Max moment, sidewall, mid zone, Bay width 2 MGsezlm (P4. Hxs). (Bayl )2 8 REACTIONS MGsez i m = —11071.491b m MGsez2m 8 (P4'11xs).(BaY2)2 = —2767.87 Ib in MGsez2m BAY WIDTH 1 Maximum Uplift @ Straps Maximum Uplift @ Interior Gravity load @ Exterior Columns Maximum Shear Pvertl.l = 16651b (Wind) Pvertll = 881 Ib Gextl.l = 21001b Phonzl = 941 lb Pvert1.2 = 385 Ib (Seismic) BAY WIDTH 2 Maximum Uplift @ Straps Maximum Uplift @ Interior Gravity load @ Interior Columns Maximum Shear Pvert2 I = 83216 (Wind) Pvert2l = 4401b Gext2.2 = 21001b Phonzl = 4701b Pvert2.2 = 192.51b (Seismic) Check Wall Strap Braces TRY 2" WIDE 16 GA. STRAP BRACING Fy:= 33000psi (It := 1.67 Tn Ta:_ Qt•1.33 BAY 1 T1 = 1224.541b # of Straps Required Strapsl = P27124.mcd An :_ .06in.(2in — .5625in) Tn := An•FY Ta = 2266.77 lb BAY 2 T2 = 612.271b # of Straps Required Straps2 = 1 An = 0.09in2 Tn = 2846.25 lb LONGITUDINAL TL = 21931.181b # of Straps Required StrapsL = 10 5 2/2/2004 INTERIOR COLUMN DESIGN, BAY 1 INTERIOR COLUMN DESIGN, BAY 1 Webla = 3.5 Flangela = 1.5 Gagela = 16 Pit = 42001b Ae = 0.63 in2 SxeD = 0.71 in3 IxD = 1.5 in4 Pan = 4269.8 lb INTERIOR COLUMN DESIGN, BAY 2 P11 L=91 in Interactionla:= - Pao Interactionla = 0.98 INTERIOR COLUMN DESIGN, BAY 2 Web2a = 3.5 Flange2a = 1.5 Gage2a = 18 P12 = 2100Ib 2 3 P = 4122.771b AeD = 0.62 in SxeD = 0.5 in IxD = 1.161114 PA END WALL COLUMN DESIGN, BAY 1 END WALL COLUMN DESIGN, BAY 1 Webib = 3.5 Flangelb = L5 Gagelb=]2 Ae = 1.33 in2 SxeD = 1.42 tn3 1xD = 2.54tn4 D PEI = 2100113 Mx = 21486.71 Ib in PEI Mx Interaction I b := - + P� = 18664.5516 Maxp = 37327.5316 in Pan Matto Interaction lb = 0.69 END WALL COLUMN DESIGN, BAY 2 END WALL COLUMN DESIGN, BAY 2 "12 Interaction2a := - PaD L=91in Interaction2a = 0.51 END ZONE Ly = 35 in END ZONE Web2b = 3.5 Flange2b = 1 5 Gage2b = 12 Ae = 1.33 in2 SXe = 1.42 in3 Ix = 2 54 in4 Ly = 35 to D D D PB2 = 10501b Mx = 21486.71 ]bin p M P = 18664.551b Max = 37327.53 Ib in lnteraction2b := Pap + M x app ap axp Interaction2b = 0.63 SIDEWALL / ENDWALL CLOSET COLUMN DESIGN, BAY 1 SIDEWALL / ENDWALL CLOSET L=91in Weblc = 3.5 Flange]c = 1.5 Gagelc = 16 RP] = 105016 Rpl 2 3 4 P = 1283.0916 Interactionlc Art = 0.31 in S%eD = 0.36 m Ixn = 0.75 in apPar) Interaction lc = 0.82 SIDEWALL ! ENDWALL CLOSET COLUMN DESIGN, BAY 2 SIDEWALL / ENDWALL CLOSET Web2c = 3.5 Flange2c = 1.5 Gage2c = 18 R2 = 52516 2 3 4 P = 815.21 Ib At D = 0.2 in SXeD = 0.25 m IxD = 0.58 in Pa BLANK SIDE WALL COLUMN DESIGN, BAY 1 BLANK SIDEWALL, BAY 1 END ZONE Webld = 3.5 Flangeld = 1.5 Gageld = 12 PSi = 21001b Mx = 24060.591b in P2 = 21550.37 Ib M = 37327.53 Ib in R 2 Interaction2c . P PaD L=91in Interaction2c = 0.64 END ZONE AeD = 1.33 in2 SXe, = 1.42 in Interaction id .= PSI + Mx PaD MaxD BLANK SIDE WALL COLUMN DESIGN, BAY 2 BLANK SIDEWALL, BAY 2.END ZONE Web2d = 3.5 Flangeld = 1.5 Gage2d = 16 P32 = 10501b Mx = 12030.291bin Pa= 10056.5S1b MaxD= 18679.011bin P27124.mcd 6 Ix = 2.54 in4 L = 33 in Interaction Id = 0.74 END ZONE [X = 1.511n4 AeD = 0.63 in2 Sxe = 0.71 in3 D PS2 Mx Interaction2d :_ - + Pap Maxn Ly = 33 to Interaction2d = 0.75 2/2/2004 BLANK SIDE WALL COLUMN DESIGN, BAY 1 MID ZONE BLANK SIDEWAL, BAY 1, MID ZONE Weble = 3.5 Flangele = 1.5 P3i = 21001b PaD = 21550.371b Gagele = 12 MX = 27678.72 Ib in MaxD = 37327.53 lb in = 1.33 int AeD SXeD = 1.42 in3 Interactionle:= PSI + Mx Pa D MaXD Interaction le = 0.84 Ix = 2.54 in4 Ly = 33 in BLANK SIDE WALL COLUMN DESIGN, BAY 2 MID ZONE BLANK SIDEWAL2, BAY 2, MID ZONE Web2e = 3.5 PE2 = 10501b Part = 10056.55 Ib Flange2e = 1.5 Gage2e = 16 Mx = 13839.36 lb in Maxi) = 18679.01 lb in GIRT DESIGN AeD=0.63in2 Sxe D =071in3 Ix =1.5m4 L=33m PE2 Mx Interaction2e .= - + PaD MaXD Interaction2e = 0.85 END WALL GIRT DESIGN END ZONE BAY 1 Weblf = 3.375 Flangelf = 1.5 AD = 0.45 in2 BAY 2 Web2f = 3.375 AD = 0.45 int Sxe = 0.4 in3 Flange2f = 1.5 SXeD = 0.41n3 SIDEWALL GIRT DESIGN, BAY 1 Gagelf = 14 MG„ = -9094.9 tn.lb = 0.74 in axD 4 M= 10455.81Ibin Ix D Gage2f = 14 MGeZ = -9094.9 in. Ib = 0.741114 Maxi) = 10455.81 Ib in xD Interaction]f Interaction2f -MGez Mai) Interactionlf =087 -MGez Maxi) Interachon2f = 0.87 END ZONE SINGLE GIRT Weblg = 3.375 AD = 0.45 in2 DOUBLE GIRT Web2g = 3.375 AD = 0.6 int Flange] g= 1.5 S%ep = 0.4 in3 Flange2g = 1.5 Sxe = 0.451n3 D D Gagelg = ]4 MGsezl = -9624.23 in•Ib 1 = 0.74 in4 Ma'rD = 10455.81 lbin xi) Gage2g = 18 MGsezl = -9624.23 imlb = 0.98 in4 Maxi) = 11891.04 Ib in SIDEWALL GIRT DESIGN, BAY 1 Interactionlg Interaction2g :- MaxD Interaction2g = 0.81 -MGsezl Maxi) Interactionlg = 0.92 -MGsezl MID ZONE SINGLE GIRT Weblh = 3.375 AD = 0.661112 DOUBLE GIRT Web2h = 3.375 AD = 0.6in2 Flangelh = 1.5 S%eD = 0.67 in3 Gagelh = 12 MGsezim = -11071.49 in. lb 4 M = 17629.59lbin IxD = 1.14 in Mak) Flange2h = 1.5 Gage2h = 18 MGsezim = -11071.49 in lb 3 S%e = 0.45 in I,D = 0.98 in axD -MGsezl m Interaction] h Maxi) Interaction lh = 0.63 -MGsez I m Interachon2h Maxo Interaction2h = 0.93 P27124.mcd 7 2/2/2004 SIDEWALL GIRT DESIGN, BAY 2 END ZONE SINGLE GIRT Webli = 3.375 AD = 0.23 in2 DOUBLE GIRT Web2i = 3.375 AD=0.45in2 Flangeli = 1.5 Gageli = 20 MGsez2 = -2406.06 in Ib Sxe=0.16in3 Ix=0.37in4 MaxD=4102.011bin D Flange2t = 1.5 SxeD = 0.31 in3 SIDEWALL GIRT DESIGN, BAY 2 Gage2i = 20 MGsez2 =-2406.06in•lb Ix = 0.74 in4 MaxD = 8204.01 Thin D -MGsez2 Interactionli:= MaxD Interactionli = 0.59 Interaction2i -MGsez2 MaxD SINGLE GIRT Weblj = 3.375 AD = 0.23 int DOUBLE GIRT Web2j = 3.38 AD=0.45in2 Flangelj = 1.5 S%eD = 0.16in3 Flange2j = 1.5 S%eD = 0.31 in3 PURLIN DESIGN Gagelj = 20 MGsez2m = -2767.87 in. Ib I=0.37io MaxD=4102.01 lb in xD Gage2j = 20 MGsez2m = -2767.87 in -lb = 0.74 in4 Maxi) = 8204.01 lb in XD Interaction l j Interaction2j -MGsez2m Max D -MGsez2m Interaction2i = 0.29 MID ZONE interaction]] = 0.67 MaxD Interaction2j = 0.34 PURLIN PROPERTIES PURLINS FOR BAY 1/ w R -PANEL, ROOF LIVE LOAD ANALYSIS Maximum Moment R -PANEL LIVE LOAD WEB la=7 FLANGE la=2.5 AD = 0.81 in2 S%e = 1.721'13 GAGE 1 a = 16 MP i = 31500 lb in Ix = 6.08 in4 Max = 34043.351bin INTER1a:- PURLINS FOR BAY 1 w/ STANDING SEAM w/o BRIDGING, ROOL LIVE LOAD ANALYSIS Mp1 Max INTER1a = 0.93 LIVE LOAD W/O BRIDGING WEBIb = 7 AD=lin2 FLANGE lb = 2.5 S%e = 2.16 in3 GAGEIb = 14 I= 7.59 1.n4 Yt MPl = 3150016 in Max = 33582.881b in INTERIb Max PURLINS FOR BAY 1 w/ STANDING SEAM w BRIDGING, ROOF LIVE LOAD ANALYSIS MPI INTER l b = 0.94 LIVE LOAD W/ BRIDGING WEB Ic=7 AD = 0.81 int FLANGE lc = 2.5 S%eD = 1.72 in3 GAGE! c = 16 Ix = 6.08 in4 MPI = 315001bin Max = 34043.35Ibin PURLINS FOR BAY 2 wl R -PANEL, ROOF LIVE LOAD ANALYSIS Mpi INTERIc:- - Max LVTER I c = 0.93 LIVE LOAD R -PANEL WEBlg=7 AD = 0.48 int FLANGEIg = 2.5 S%e = 0.85 in3 GAGEIg = 20 IXD = 3.57 in4 M2 = 787516 in Max = 16725.07lbm INTER Ig.- Max Mp2 PURLINS FOR BAY 2 wi STANDING SEAM w/o BRIDGING, ROOL LIVE LOAD ANALYSIS INTER' g = 0.47 LIVE LOAD W/O BRIDGING P27124.mcd 8 2/2/2004 WEB lh=7 FLANGE ih=2.5 AD = 0.48 in2 Sxe = 0.85 in3 G.AGE1h = 20 IxD = 3.57 in4 Mp2=7875 Ib in INTERIh:= Mp2 Max = 16725.071b in Max PURLINS FOR BAY 2 wl STANDING SEAM w BRIDGING, ROOF LIVE LOAD ANALYSIS INTER1h = 0.47 LIVE LOAD W/ BRIDGING WEBIi = 7 FLANGEIi = 2.5 GAGEIi = 20 AD = 0.48 in2 S%eD = 0.85 in3 IxD = 3.57 in4 Mp2 = 78751bin Max = 16725.071b in PURLINS FOR BAY 1 w/o BRIDGING, END ZONE WIND LOAD ANALYSIS JNTER l i Max Mp2 INTERIi = 0.47 END ZONE W/O BRIDGING WEB1m = 7 FLANGEI m = 2.5 GAGElm = 18 AD = 0.63 in2 S%e = 1.29 in3 [xD = 4.71 in4 -MIW3E = 23899.3IbinNI.ERIm Max = 23985.761b in PURLINS FOR BAY 1 w/ BRIDGING, END ZONE WIND LOAD ANALYSIS -MIW3E Max INTERIm = 1 END ZONE W/ BRIDGING WEBIn = 7 FLANGEIn = 2.5 GAGE 1n=18 -MIW3E=23899.31binM'ERl n :- -MIW3E AD = 0.63 in2 SxeD = 1.29 in3 IxD = 4.71 in4 Max = 33771.6516 in Max PURLINS FOR BAY 1 w/o BRIDGING, MID ZONE WIND LOAD ANALYSIS INTERIn = 0.71 MID ZONE W/O BRIDGING WEB Io=7 FLANGE 1o=2.5 AD = 0.63 tn2 SXe = 1.29 in3 GAGElo = 18 -MIW3= 18949.691bi -M(W3 �[NTER I o := Ix = 4.71 in4 Max = 23985.76 lb in Max INTER' o = 0.79 D PURLINS FOR BAY 1 w! BRIDGING, MID ZONE WIND LOAD ANALYSIS MID ZONE W/ BRIDGING WEBIp = 7 FLANGEIp = 2.5 AD = 0.48 in2 S%e = 0.85 in3 GAGEIp = 20 -M1w3 = 18949.69lbin -M!W3 Ix = 3.57 in4 Max = 22244.351bin INTERIp:- Max D PURLINS FOR BAY 2 w/o BRIDGING, END ZONE WIND LOAD ANALYSIS INTER1p = 0.85 END ZONE W/O BRIDGING WEBI 7 FLANGEI 2.5 GAGEI 20 q = 0. = 9 = -M2W3E = 5974.821b in -M2W3E AD = 0.48 in2 Sxe = 0.85 in3 4 INTERI q :_ D IxD = 3.57 in Max = 22244.35Ibin Max INTER] q = 0.27 PURLINS FOR BAY 2 w/ BRIDGING, END ZONE WIND LOAD ANALYSIS END ZONE W/ BRIDGING WEB1r=7 AD = 0.48 in2 FLANGEIr = 2.5 SxeD = 0.85 in3 GAGE l r = 20 Ix = 3.57 in4 -M2W3E = 5974.82lbin INTER1r:= -M2W3E Max Max = 22244.35 lb in PURLINS FOR BAY 2 w/o BRIDGING, MID ZONE WIND LOAD ANALYSIS INTER 1 r = 0.27 MID ZONE W/O BRIDGING WEBIs = 7 FLANGEIs = 2.5 AD = 0.48 in2 SxeD = 0.851113 GAGEls = 20 -M2W3=4737.421b in -M2W3 INTERIs:- I = 3.57 in4 Max = 22244.35 Ib In Max XD PURLINS FOR BAY 2 w/ BRIDGING, MID ZONE WIND LOAD ANALYSIS INTERI s = 0.21 MID ZONE VV/ BRIDGING WEBlt=7 FLANGElt=2.5 GAGE' t=20 AD = 0.48 in2 SXeD = 0.85 m3 IxD = 3.57 in4 P27124.mcd -M2w3 = 4737.42 Ib in Max = 22244.351b in 9 INTERI t Max -M2W3 INTERI t = 0.21 2/2/2004 RAFTER DESIGN RAFTER DESIGN, BAY 1 SNOW LOAD SNOW LOAD WEBIrI =9 FLANGE] rl = 3.25 Max = 92050.24 in. Ib RAFTER DESIGN, BAY 2 SNOW LOAD GAGEIrI = 12 Mx = 63000 lb in Mx INTER'rl :_ — Max INTER1r1 = 0.68 SNOW LOAD WEB1r2 = 9 FLANGE]r2 = 3.25 Max = 36961.98 im lb RAFTER DESIGN, BAY 1 WIND LOAD WIND LOAD, MID ZONE WEB 1 r5 = 9 FLANGE l r5 = 3.25 Max = 42508.16 m lb RAFTER DESIGN, BAY 1 WIND LOAD WIND LOAD, END ZONE WEBIr6 = 9 FLANGE1r6 = 3.25 Max = 3542.351b ft GAGE]r2 = 18 Mx = 31500 Ib in INTERIr2 Max Mx INTER1r2 = 0.85 MID ZONE GAGE1r5 = 18 Mx = 3158.281b ft INTER1r5 :_ Max Mx INTER1r5 = 0.89 END ZONE GAGEIr6 = 18 Mx = 40191.32 Ib in INTER1r6 :_ Mx Max INTER1r6 = 0.95 RAFTER DESIGN, BAY 2 WIND LOAD MID ZONE WIND LOAD, MID ZONE WEBIr7 = 9 FLANGEIr7 = 3.25 Max = 42508.16in•lb GAGE1r7 = 18 Mx = 18949.69 lb in INTER1r7 Mx Max INTER1r7 = 0.45 RAFTER DESIGN, BAY 2 WIND LOAD END ZONE WIND LOAD, END ZONE WEB1r8 = 9 FLANGE1r8 = 3.25 Max = 42508.16 in lb GAGE1r8 = 18 Mx Mx = 21283.561b in INTERI r8 := Max ax INTERI r8 = 0.5 P27124.mcd 10 2/2/2004 MEMBER SUMMARY PURLIN, BAY 1, R -PANEL PURLIN, BAY 1, SS w/o BRIDGING PURLIN, BAY 1, SS w/ BRIDGING PURLIN, BAY 1,W IND, END ZONE w/o BRIDGING PURLIN, BAY 1, WIND, END ZONE w/ BRIDGING PURLIN, BAY 1,W IND, MID ZONE w/o BRIDGING PURLIN, BAY 1, WIND, MID ZONE w/ BRIDGING PURLIN, BAY 2, R -PANEL PURLIN, BAY 2, SS w/o BRIDGING PURLIN, BAY 2, SS w/ BRIDGING PURLIN, BAY 2,W IND, END ZONE w/o BRIDGING PURLIN, BAY 2, WIND, END ZONE w/ BRIDGING PURLIN, BAY 2,W IND, MID ZONE w/o BRIDGING PURLIN, BAY 2, WIND, MID ZONE w/ BRIDGING RAFTER, BAY 1, ROOF LOAD RAFTER, BAY 2, ROOF LOAD RAFTER, BAY 1, WIND LOAD, END ZONE RAFTER, BAY 2, WIND LOAD, END ZONE RAFTER, BAY 1, WIND LOAD, MID ZONE RAFTER, BAY 2, WIND LOAD, MID ZONE INTERIOR COLUMN, BAY 1 INTERIOR COLUMN, BAY 2 BLANK SIDEWALL COLUMN, BAY 1, END ZONE BLANK SIDEWALL COLUMN, BAY 2, END ZONE BLANK SIDEWALL COLUMN, BAY 1, MID ZONE BLANK SIDEWALL COLUMN, BAY 2, MID ZONE WEBla = 7 WEBIb = 7 WEBIc=7 WEBlm=7 WEBIn = 7 WEBlo = 7 WEBIp = 7 WEBIg = 7 WEBlh=7 WEBIi=7 WEBIq = 7 WEB1r = 7 WEB1s = 7 WEB It=7 WEBIr] =9 WEB1r2 = 9 WEB1r6 = 9 WEB 1 r8 = 9 WEBIr5 = 9 WEBIr7 = 9 Webla=3.5 Web2a = 3.5 Webld = 3.5 Web2d = 3.5 Weble = 3.5 Web2e = 3.5 CLOSET SIDEWALL / ENDWALL COLUMN, BAY 1 Web lc = 3.5 CLOSET SIDEWALL / ENDWALL COLUMN, BAY 2 Web2c = 3.5 BLANK ENDWALL COLUMN, BAY 1 BLANK ENDWALL COLUMN, BAY 2 CORNER COLUMN ENDWALL GIRT, END ZONE, BAY 1 ENDWALL GIRT, END ZONE, BAY 2 SIDEWALL GIRT, END ZONE, BAY 1, SINGLE SIDEWALL GIRT, END ZONE, BAY 1, DOUBLE SIDEWALL GIRT, MID ZONE, BAY 1, SINGLE SIDEWALL GIRT, MID ZONE, BAY 1, DOUBLE SIDEWALL GIRT, END ZONE, BAY 2, SINGLE SIDEWALL GIRT, END ZONE, BAY 2, DOUBLE SIDEWALL GIRT, MID ZONE, BAY 2, SINGLE SIDEWALL GIRT, MID ZONE, BAY 2, DOUBLE STRAP BRACING, BAY 1 STRAP BRACING, BAY 2 Straps' = 1 Straps2 = 1 Weblb = 3.5 Web2b = 3.5 Weblf = 3.38 Web2f = 3.38 Weblg = 3.38 Web2g = 3.38 Weblh = 3.38 Web2h = 3.38 Webli = 3.38 Web21 = 3.38 Webl1 = 3.38 Web2j = 3.38 FLANGE1a = 2.5 FLANGE lb = 2.5 FLANGEIc = 2.5 FLANGE 1 m = 2.5 FLANGEIn = 2.5 FLANGE I o = 2.5 FLANGEIp = 2.5 FLANGEIg = 2.5 FLANGEIh = 2.5 FLANGEIi = 2.5 FLANGEIq = 2.5 FLANGE]r = 2.5 FLANGE 1 s = 2.5 FLANGEI t = 2.5 GAGE la = 16 GAGEIb = 14 GAGE lc = 16 GAGEIm= 18 GAGE In = 18 GAGE lo = 18 GAGEIp = 20 GAGEIg = 20 GAGEIh = 20 GAGE 1 i = 20 GAGEIq = 20 GAGE I r = 20 GAGE] s = 20 GAGE l t = 20 FLANGElr1 = 3.25 GAGEIrI = 12 FLANGE1r2 = 3.25 GAGEIr2 = 18 FLANGE1r6 = 3.25 GAGE1r6 = 18 FLANGE1r8 = 3.25 GAGE1r8 = 18 FLANGE1r5 = 3.25 GAGEIr5 = 18 FLANGE1r7 = 3.25 GAGE1r7 = 18 Flangela= 1.5 Flange2a = 1.5 Flangeld= 1.5 Flange2d = 1.5 Flangele = 1.5 Flange2e = 1.5 Flangelc = 1.5 Flange2c = 1.5 Flangelb = 1.5 Flange2b = 1.5 Flangelf = 1.5 Flange2f = 1.5 Flangelg= 1.5 Flange2g = 1.5 Flangelh = 1.5 Flange2h = 1.5 Flangeli = 1.5 Flange2i = 1.5 Flangelj = 1.5 Flange2j = 1.5 Gagela = 16 Gage2a = 18 Gage l d = 12 Gage2d = 16 Gagele = 12 Gage2e = 16 Gagelc = 16 Gage2c = 18 Gagelb = 12 Gage2b = 12 Gagec = 12 Gagelf = 14 Gage2f = 14 Gagelg = 14 Gage2g = 18 Gagelh = 12 Gage2h = 18 Gageli = 20 Gage2i = 20 Gage]] = 20 Gage21 = 20 STRAP BRACING, LONGITUDINAL StrapsL = 10 INTERIa = 0.93 INTERIb = 0.94 INTER]c = 0.93 INTERIm = 1 INTER I n = 0.71 INTER I o = 0.79 INTERIp = 0.85 INTER] g = 0.47 INTER I h = 0.47 INTER I i = 0.47 INTER 1 q = 0.27 INTER' r = 0.27 INTERIs = 0.21 INTERI t = 0.21 INTERIrI = 0.68 INTERI r2 = 0.85 INTER1r6 = 0.95 INTER I r8 = 0.5 INTERI r5 = 0.89 INTER] r7 = 0.45 Interaction l a = 0.98 Interactton2a = 0.51 Interaction ld = 0.74 Interaction2d = 0.75 Interactionle = 0.84 Interaction2e = 0.85 Interaction 1 c = 0.82 Interactton2c = 0.64 Interactionlb = 0.69 Interaction2b = 0.63 Interaction If = 0.87 Interaction2f = 0.87 lnteractionlg = 0.92 Interaction2g = 0.81 Interaction l h = 0.63 Interaction2h = 0.93 Interacttonit = 0.59 Interaction2t = 0.29 Interaction]] = 0.67 Interaction2l = 0.34 P27124.mcd 11 2/2/2004 Garfield County Road and Bridge, District 1 7300 Hwy 82, Glenwood Springs, CO 81601 970-945-1223 ph. 945-1318 FAX Date: 11-17-03 To: Building & Planning From: Bobby Branham Re: Driveway permit exemption For: Mike Asldorf 0068 CR 160 Glenwood Springs CO 81601 970-945-8493 Location: Contractor: Same John Groth Groth Const. 4264 CR 117 Glenwood Springs CO 81601 970-945-6427 Scope of Work: Obtain building permit Road and Bridge Concerns: This property lies outside the system of maintained county roads, and is therefore exempt from County driveway permit requirements. Bobby Branham Dist.1 Road and Bridge CGarfield County BUILDING & PLANNING DEPARTMENT Code Compliance Office shac kett(a,ga rfield-co u n ty.c om December 26, 2003 Mr. Mike Alsdorf 1131 Cooper Ave Glenwood Springs, CO 81601 Dear Mike, I have completed a zoning plan review on your building permit application for storage buildings at 0068 County Road 160 in the Cardiff area. I am unable to approve the application for permitting because of a setback issue. Per section 5.05.03 (2) of the Garfield County zoning resolution of 1978, a corner lot must have a front yard setback of 25 feet along both streets. Your cite plan shows a 25 foot setback at the front entry but only a 10 foot setback along the side that fronts on the county road. They must both be 25 feet. If you should choose to appeal my decision I would refer you to section 9.04 of the zoning resolution which provides instructions for your use. Yours truly, Compliance Officer (x0,, 432-caLuek - 432_12 acv c( 108 8th Street, Suite 201, Glenwood Springs, Colorado 81601 (970) 945-8212 (970) 285-7972 Fax: (970) 384-3470 Gafield County Building and Planning 108 8th Street Ste 201 Glenwood Springs, Colorado 970-945-8212 Plan analysis based on the 1997 Uniform Building Code Project Number: Date: February 2, 2004 Project Name: Alsdorf Storage Buildings A & B Address: County Road 160 Occupancy: S1 Construction: II -N Contractor: Groth Architect: Engineer: Whalen Report By: A. Schwaller NOTE: The code items listed in this report are not complete listing of all possible code requirements It is a guide to selected sections of the code. intended to be a in the 1997 UBC. DIRECTION BOUNDARY NORTH Property line EAST Property line SOUTH Property line WEST Public way Allowable area increased - - Sec. 505.1 FL NAME SEPARATION AREA INCREASE 21.0 Feet 49.0 Feet 35.0 Feet 24.0 Feet 18.75% for open FIRE PROTECTION 21.0 Feet 49.0 Feet 35.0 Feet 24.0 Feet area on 2 sides. OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Mini Storage TOTAL FOR FLOOR BUILDING TOTAL - - Sec. 504 and Table 5-B S1 ok 13400 14250 13400 14250 13400 14250 0.94 0.94 0.94 ok ok ok Page # 2 Code review for: Project Id.: Alsdorf Storage Buildings A & B Address: County Road 160 The actual height of this building is 10. feet. EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non -Bearing Occupancy Wall Wall S1 0 hour 0 hour EAST For Bearing Non -Bearing Occupancy Wall Wall S1 0 hour 0 hour SOUTH For Bearing Non -Bearing Occupancy Wall Wall S1 0 hour 0 hour WEST For Bearing Non -Bearing Occupancy Wall Wall S1 0 hour 0 hour Opening Construction Protection Material None Non -Comb Opening Construction Protection Material None Non -Comb Opening Construction Protection Material None Non -Comb Opening Construction Protection Material None Non -Comb Parapet Required No Parapet Required No Parapet Required No Parapet Required No None No fire protection requirements for openings. 3/4 hour Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Not Allowed -- Openings are not permitted in this wall. OTHER BUILDING ELEMENTS MATERIAL Noncombustible Noncombustible Noncombustible Noncombustible Noncombustible Noncombustible Noncombustible ELEMENT Interior Bearing wall Interior nonbrg wall Structural Frame Exterior Struct Frame Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs Table 6-A RATING 0 hr 0 hr 0 hr 0 hr 0 hr 0 hr None NOTES See footnote #1 FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 Code review for: Project Id.: Alsdorf Storage Buildings A & B Address: County Road 160 EXIT REQUIREMENTS: FL NAME Page # 3 NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Mini Storage 45 TOTAL 45 2 9.0 No N/A 2 9.0 No N/A In areas where 2 exits are required, N/R N/R the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1004.2.4 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. - - Sec. 1004.2.6 Exit signs are required from all areas where 2 or exits are required. -- Sec. 1003.2.8.2, Exception 2 No point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1 Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10-B Exit width is to be divided approximately equally among exits. - - Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. - - Table 10-B For the minimum width of doors, see Sec. 1003.3.1.3 For the minimum width of hallways, see Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4.2 For the minimum width of stairways, see Sec. 1003.3.3.2 FOOTNOTES: FLUSH AND SURFACE BOLTS: Manually operated edge- or surface -mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface -mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003.3.1.8 Page # 4 Code review for: Project Id.: Alsdorf Storage Buildings A & B Address: County Road 160 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003.3.1.8 Key -locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door(s) must swing without operation of any latching device. -- exc. LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1003.3.1.7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 200 feet. -- Sec. 1004.2.5. The travel distance for the major occupancy may be 300 feet. -- Sec. 1004.2.5.2.5 Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. -- Table 15-A 2) See section 1504 and ICBO research reports for requirements. VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 Page # 5 Code review for: Project Id.: Alsdorf Storage Buildings A & B Address: County Road 160 WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8-B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8-2 -- Sec. 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches. -- Sec. 807.1.1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. - - Sec. 807.1.2 INSULATION NOTES: 1) All insulation material including facings are required to have a flame -spread rating of 25 or less and a maximum smoke density of 450. - - Sec. 707.3 2) Foam plastic insulations are required to be protected. -- Sec. 2602 110 Page # 6 Code review for: Project Id.: Alsdorf Storage Buildings A & B Address: County Road 160 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. • April 6, 2004 City of Glenwood Springs Department of Community Development Mark Bean Director of Community Development Garfield County Planning Department Glenwood Springs, CO RE: Parcel number 2185-272-00-021 Mark; I have had discussions with our City attorney, Karl Hanlon, about the above referenced parcel. It appears that during the annexation process that parcel did not receive specific city zoning. It is therefore the City's opinion that the existing Garfield County zoning still applies to the parcel. So if the storage units are a permitted use within the County's zoning, the City acknowledges their legitimacy. The parcel is under that same ownership and contiguous to the County property where the storage units are being constructed, therefore City has deferred to the County with regards to the building of the storage units. If you have any additional questions about this matter please feel free to give me a call. Respectfully; Patti Haefeli, AICP City Planner City of Glenwood Spnngs Page 1 of 1 101 West 8' Street. Glenwood Spnngs Colorado 81601 PH 970-384-6400 FX 970-9458582 STOP WORK ORDER - INSPECTOR'S PORTION Sri , 3- 31.0') 90/z 1,0l3 DATE PERMIT NO. FAX Number of Pages: 2. (including this cover sheet) Date: TO: iwt YJ�f FROM: FAX #: Anc, S 745 73% Comments: ‘N-027= titer (1/41_42 Garfield County Building & Planning Department 108 8th Street, Suite 201 Glenwood Springs, CO 81601 (970) 945-8212 Fax # (970) 384-3470 STOP WORK ORDER - INSPECTO ' PORTION • S `may 3-31'0 DATE PERMIT NO. Setbacks: Front Rear ceagliakrimr\lealesutiNSPECTIONS Soils Test R> Assessor's Parcel No 3.135-aia-co-oto jp13 Date a- la -CA RMIT CARD 3 VSs nstialek C twr Gas RH LH Footing 3 _3-O q 729-11pm.34Fa3 --o - Foundation 3'44)4 ,S- 1/�gry�ir/D. f �LYgi -4-oz{W Grout Underground Plumbing Rough Plumbing Framing Insulation Roofing Drywall Gas Piping kiacz tt SLA2)/UI-4-nl•P SO -41 - Weatherproofing Mechanical Electrical Rough (State) Electrical Final (State) Final /Checklist Completed? Certificate Occupancy # Date Septic System # Date Final Other Phone Rag-79gn Phone 4-b4a`1 Zoning379 - Grohk NOTES (continue on back) Pri-0 S rriE Pc 4C 1$ IA1 17421ZU Bet* to0C- flan ata 07'j l Qua %'S 1174-04' 'o t- 14 The ecp- AIL) �j� Cap IS - 3.1-1,sPreateinac. E n 4 S»P11/4av-It, plug.* 681/2 `tea . S . 3 31- ° LOYAL E. LEAVENWORTH SANDER N. KARP DAVID H. McCONAUGHY JAMES S. NEU JULIE C. BERQUIST-HEATH SUSAN W. LAATSCH NICOLE D. GARRIMONE ANNA S. ITENBERG MICHAEL J. SAWYER TERESA L. HOCK EDWARD B. OLSZE W SKI LEAVENWORTH & KARP, P.C. ATTORNEYS AT LAW 1011 GRAND AVENUE P. 0. DRAWER 2030 GLENWOOD SPRINGS, COLORADO 81602 Telephone: (970) 945-2261 Facsimile: (970) 945-7336 Jsn®LKLawfirm com RECEIVED APR 0 6 2004Apri1 5, 2004 GARFIELD CuuN I Y BUILDING & PLANNING Mark Bean Garfield County Building & Planning Department 108 8ih' Suite 201 Glenwood Springs, CO 81601 DENVER OFFICE:* WAZEE EXCHANGE BUILDING 1900 WAZEE STREET, STE 203 DENVER, COLORADO 80202 Telephone: (303) 825-3995 Facsimile: (303) 825-3997 '(Please direct all correspondence to our Glenwood Spnngs Office) VIA FAX AND MAIL Re: 0068 County Road 160/YeDome, Ltd. Liability Company Dear Mark: As you know, I represent Mike Alsdorf and YeDome, Ltd. Liability Company, of which Mr. Alsdorf is the principal. YeDome owns property south of Glenwood Springs in the Old Cardiff Townsite and is developing the Property into a mini -storage complex under a Garfield County building permit. The County issued a Stop Work Order on March 31, 2004 because it questioned whether the project was being constructed on two separate lots. As we discussed on the telephone last Friday with Don DeFord, the only reason the Property appears to be two parcels is because of a scrivener's error when YeDome obtained title to additional land. YeDome, Ltd. Liability Company obtained a majority of the Property via a deed recorded as Reception No. 455766 with the Garfield County Clerk and Recorder's Office attached hereto as Exhibit A. The remainder of the Property was obtained by deeds recorded as Reception Nos. 517191, 523524, 527902, and 535922. Through a scrivener's error, the deeds to the remainder of the Property named YeDome, Inc. as the Grantee, instead of YeDome, Ltd. Liability Company. Therefore, it appeared to the County Assessor as if there were two different owners and two parcels, when in fact it was a scrivener's error creating this situation. Today, YeDome received a Declaratory Judgment from the Garfield County District Court declaring YeDome, Ltd. Liability Company as the true owner of the remainder of the Property. Please see Exhibit B attached hereto. Section 2.02.32 of the Garfield County Zoning and Subdivision Regulations define Lot as: A parcel of land held in separate ownership from contiguous lands or defined as an individual lot on a subdivision plat filed of record in the office of the Clerk and Recorder of Garfield County. Emphasis added. 1 \2004\Clients \Alsdorf-1084\leaers\Bean-Order wpd s LEAVENWORTH & KARP, P.C. Page 2 April 5, 2004 With the initial deed (Exhibit A) and the Declaratory Judgement clarifying the correct entity owning the remainder (Exhibit B), YeDome, Ltd. Liability Company is clearly the sole owner of the entire parcel of land shown on the Site Plan titled Alsdorf Mini -Storage prepared by Schmueser Gordon Meyer as Job No. 98035A dated February 5, 2004. There is no separate ownership and therefore, there are not separate lots. With this clarification, we request that the stop work order be lifted and YeDome be allowed to continue the Project. Please feel free to call me with any questions. Very truly yours, LEAVENWORTH & KARP, P.C. 9S4,77e64- . Neu JSN: Enclosures cc: Mike Alsdorf (w/encs.) Don DeFord, Esq. (w/encs.) via fax and mail 1 V2004 \ ClientsAlsdorf- 1084\Leners\Bean-Order wpd • ' lei it Raters• ✓ em.. Ne. EXHIBIT ?.'`4datiiGru THIS DEED. Mae muse NOV 3,0 1993soma WARRANTY DEED Richard Allen Bibs and Dixie Jo Hick m and Ynedate Ltd. Liability caxQany / 9T0 "sic laps edamb 17.0, Bek r313rr 41+ao.Ismi.S.Pet415• Nae Candy N 6aAit-e4te W_ ad Lae et Colorado. grown: WETNESS. that du ins kw al n cmlmdeldm N the as of tan dollars and other good and valuable Qslsidaration . the smart ad aDeaery al wish h Faeby aRnond S. hSs graded. bvpumt mid ad eahe)d. ad y arse pass. does Fns. bapbs.eell.ceswyadcalem sem the perm. dud Sirs ad Sirs imam me tarty le mum but inter tenancy. all the real property. together with improvement If my. situate. Ig Leg ad being u she Comely of Garfield es Sorer N Colorado. described s Won: 9w t 0 ioox0884r:ti 050 NOV 3 0 1193 GARFIELD Slav Doc. Fes See Attadmd also Sown by meet and number ea 0068 County Road 160, G1aaood Sprinags, Colorado 81601 TOGETHER with all and dna the herd'esmm d appmaaasea therser bebgaj. or n tgase apprawilg and the cants d nsmelma resited remelt/den. oma rum d polio thereof. and all the arm. tight oat. imut claim and fl whams.. N der. pari Odea la la or equity. oL mad to the aloe anew perm. with to hmediaam d tppwpmaes TO HAVE AND TO HOLD the mad psmba dont batMiad and daatg. .ah die .w.n. ca. man the ruses. their hen and amigos fawn. Ad da gamed he himself. his M d tensed otremean . don cwcv g.p bpm ad apes and wills the puma. tett hen sod mdps. the at the dmecedeaaabat addm.oa of dna pmsne. he is 'sell aged of the rends= o ma c n7d. 1. god. as. gala. Samos d imfeaale amp N ieldnaem. Y la.. I he sonde. ad hat Food near. full MU lad lawful daft* sopa. bmpith 011.4emmy 15.se m inure d hum abtmail. adder h oma me fete dSr boa abets IS nam pm. b.ipn. Wes lima moa. .ansa aerpdwatca and nano. N wawa hid or sawn apwa amp disttibutiat utility sensnts. including cable TV• subject tan building and Thi aai q tarns, free and clear of all taxes exceptI e genital taxes for be year of dating and fres and clear of ell Linn for special isproveretts IMtallei as of the dab hereof tattler assessed of rot, --r-etgairmeease sefileateibpbbsoebtarDicarereet traps rights not bob be Public reerode. The pus .bel W .'la theltRANT MID FOREVER MEND h maoaaapmsd meshes is de qts d pelma pummia0sa prams. dye helm d masa. wan el and nay Fence or prem IaMly chiming the whoa or my pen • sad 9zept Deed of Trust In Book 770 at Page 636. The Urdu number dull Wade Spirt the pS4 the alghia ad h m N sty Ph stall be applva• to as pawn. IN WITNESS WHEREOF h poo hat mad this deed en the da .m brig oboe. Signed this 30 day of4'd✓-. !+a , 19n caddy N %Q The fmnpi.i :sourness '+care kdpd Side me this 0 y Richard Allen Bibs and Dixie Jo Birk Colorado test Title Insurance ccepany 617 oT1sedo Avenue, Suita 106 myo"aaa�af.n to . 3 Y • ...........: •nn Warcal Springs. Co. 81601 303 945-0408 d.y r .......�o f3. rc • Commitment No. GL 2950 SCHEDULE A 1ooxO884m.051 5. The land referred to in this Commitment is described as follows: I' Cowmty of Garfield State of Colorado A tract of land situated In the E1/2NW1/4 of Section 27, Township 6 South, Range 89 West, 6th P.M., more particularly described as follows: Beginning at a point whence the Northeast Corner of SE1/4NW1/4 of said Section 27 bears N. 76653'40" E. 52.35 feet; thence N. 13'12'52' E. 166.71 feet; thence N. 78'44'47' W. 147.16 feet; thence S. 31'15'34" W. 128.44 feet; thence 5. 6449'54' E. 190.99 feet to the beginning. WI/ U0.1 •o:ul, ran 1U/1/U9a21/13Y • • LAMM li1IGLl1 EXHIBIT I n QUILL DISTRICT COURT, GARFIELD COUNTY, COLORADO Court Address: 109 — 8th Street, Ste. 104 Glenwood Springs, CO 81601 Plaintiffs: YEDOME LTD. LIABILITY COMPANY, a Colorado Limited Liability Company, D. Defendants: SHARONHURST, as Assessor of Garfield County, Colorado, _ F rrE D URT 1 IN COCOs , no GA>� APR 5 2004 ----...--tred a Court Use Only n Case No.: 03 CV 317 DECLARATORY JUDGMENT THis MATTER comes before the Court this 5th day of April, 2004, Plaintiff appearing through its attorneys, Balcomb & Green, P.C. The Court has examined the file, heard testimony offered in proof of the allegations of the Complaint, and the Court being advised, FINS: a. This Court has jurisdiction of the parties and subject matter of the action. b. Venue is proper. c. Defendant, Shannon Hurst, Assessor, Garfield County, Colorado has appeared and filed her disclaimer in this action. d. The grantee named in the following Quit Claim Deeds is in error and should, and will, be corrected by this Judgment: (1) dated Oct. 2.4, 1997 and recorded Dec. 2, 1997 as Reception No. 517191 in Book 1044 at page 756; (2) dated April 14, 1998 and recorded the same day as Reception No. 523524 in Book 1062 at page 887; (3) dated June 17, 1998 and recorded June 30, 1998 as Reception No. 527902 in Book 1075 at page 620; and (4) dated Nov. 12,1998 and recorded Nov. 24, 1998 as Reception No. 535922 in Book 1099 at page 776, CASE NO. 03 CV 117 Page 1 of 2 DECLARATORY JUDGMENT 04/03/2004 13:01 FAA 19709459769 a LANKY GREEN all in the Office of the Clerk and Recorder, Garfield County, Colorado. IQ 003 d. The Court file and the evidence sustain the Complaint's allegations, principally that YEDOME LTD. LIABILITY COMPANY, a Colorado limited liability company, is the true and correct name of the owner of the real property described in paragraph 1, post. It is hereby ORDERED, ADJUDGED and DECREED: 1. YEDOME LTD. LIABILITY COMPANY, a Colorado limited liability company, is the true and correct name of the owner of the following real property located in the County of Garfield, State of Colorado: A parcel of land situated in the Er NW'/s of Section 27, Township 6 South, Range 89 West of the Sixth Principal Meridian, County of Garfield, State of Colorado; said parcel of land being more particularly described as follows: Commencing at the southeast corner of a parcel of land recorded at Book 925, Page 389, Reception No. 472082, also a point on the north south centerline of said Section 27, from which the witness corner to the North Quarter Corner of said Section 27, a G.L.O. brass cap in place bears N. 13°01'53" W. 1221.52 feet distant; thence along said north south centerline S. 01'22'11"W. 228.63 feet to a point on the Southerly right of way of Front Street; thence continuing thong said southerly right of way N. 60°34'54" W. 265.19 feet; thence 23.74 feet along the arc of a curve to the left having a radius of 519.50 feet; a central angle of 02°37'04" and a chord bearing N. 61°53'26" W. 23.73 feet; thence leaving said southerly right of way N. 32°46'00"E. 11.06 feet to a point on the southerly boundary of a parcel of land recorded at Book 925, Page 389, Reception No. 472082, Garfield County records; thence leaving said southerly boundary and continuing along a line being twenty feet westerly of and parallel to a portion of the easterly boundary of said parcel N. 32°46'00' E. 127.27 feet; thence S. 80°54'48" E 184.84 feet to the point of beginning. Said parcel contains 40,814 square feet or 0.937 of an acre, more or less. 2. Plaintiff shall pay its costs. ENTERED this 5'h day of April, 2004. COMBINED COU ; I -CO GLENWOQD J=' t ft �p kADUONTY Certified to be 37uIt, rue�coorrect copy of the originate r�Lcusjody. T0 % D ^ 4� Clerk AMES C. eputy CASE No. 03 CV 117 Thomas W. Ossola, Chi Judge Page 2 of 2 DECLARATORY JUDGMENT April 6, 2004 City of Glenwood Springs Department of Community Development RECEIVED APR 0 7 2004 GARFIELD COUNTY BUILDING & PLANNING Mark Bean Director of Community Development Garfield County Planning Department Glenwood Springs, CO RE: Parcel number 2185-272-00-021 Mark; I have had discussions with our City attorney, Karl Hanlon, about the above referenced parcel. It appears that during the annexation process that parcel did not receive specific city zoning. It is therefore the City's opinion that the existing Garfield County zoning still applies to the parcel. So if the storage units are a permitted use within the County's zoning, the City acknowledges their legitimacy. The parcel is under that same ownership and contiguous to the County property where the storage units are being constructed, therefore City has deferred to the County with regards to the building of the storage units. If you have any additional questions about this matter please feel free to give me a call. Respectfully; Patti Haefet(, AICP City Planner Qty of Glenwood Spnngs 101 West 8m Street, Glenwood Spnngs Colorado 81601 PH 970-384-6400 FX 970-945-8582 Page 1 of 1 4 - 0 No -1 e i a Pt/771 C1 S Date lal-O.s. D> Assessor's Parcel No RliC5-.13-co PER Job A res\��'$ 1 D Owne iBl la MILLARD IT CARD Address at4Wi Phkon e #1:n 2 -799n Contracto n S4. AddressS W CR.117 C, -e). S Phone al -14,4a7 Setbacks: Front Rear RH n S- }NSPECTIONS Soils Test Footing 3-3-0` 7174t.3MA 3=2Y-0 ifiAlt Foundation 5'4 4.S. 717 /. ' �,-1ff-cxe Grout Underground Plumbing Rough Plumbing Framing-5L-H-dc7 Insulation Roofing Drywall Gas Piping in . 2ear w Te CITY i v�wile_du.tsTr�e. s9�1 wain. Giltaaf O 4'49. ���'(co roue o back) Y�� ' �'. ��9�� ca.,��� r..� 'vx aha,,, LH Zoning37' Weatherproofing Mechanical Electrical Rough (State) ✓ Electri al Final (State) ,/ Fina hecklist Completed? Certificate Occupancy # Date Septic System # Date Final Other NOTES . 5 op �x &LDRQ t�pmaptcd 1,\ lsL� 'rte L,Nr, 1 a ^ a INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS IL Anna tA 1 T GARFIELD COUNTY, COLORADO . Date Issued l # Zoned Area Permit Nita / AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspvctor and IMMEIAT Y BECOM NULL AND VOID. i Use Addru ei,t Own 1 Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD - Footinut y_04., Foundation�� into Underground Plumbing Insulation 4-b. S Rough Plumbing ,. % >.Lt Drywall 'Sit Chimney & Vent Electric Fina (by State : 1 . or)648'-o °wKj Gas Piping Final 21 ..O r - Electric Rough (By State Inspector) .MI Septic Final Framing 5- -G`/ 4 1 f' (To inchide Roof in place an Windows and Doors installed). Notes: • - 604 '. raw5 c wrA:l .r w, ' G I yv 9t0 cov1rtd Kw'5' oA "`:6ini I CfrlyL ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. Phone 3845003 THIS PERMIT IS NOT TRANSFERABLE 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD Datat By v �� IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC