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HomeMy WebLinkAboutApplication- Permit5 Garfield County Building, Sanitation, & Planning Department 108 86' Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. C` 0-3' Job Address / 0 7 Vatl.,1/4- R . R�j d-3 �-�4-cf-' Nature of Work Building Permit a CAAss Use of Building C A { Owner 1-�� 1 1 " _� `"n /�_ Contractor O Amount of Permit $ l a o'F. S7 Date "/' l&A2"J0,aooV GARFIELD COUNTY BUILDING PERMIT APPLICATION TEISPHONE: (970)9454212 GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO PERMIT NO. Qo3 ? INSPECTION LINE: (970)384-5003 PARCEUSCHED NO. 16._ W2- 0G-003. 'JOB ADDRESS: 0/07 Von born RUL 6 S O 16oi I IDT m arCt 1 Ia- CRN(1Tr*c 4- SUBDIVISION/EXEMPTION . 7 H U(r res S C(. Lek °"a /4&Qrd�Q-'onJ -v1r '.Po. "945•/424 -Pa 3 .5;2yo tam' D/O mamma ,ssamcnal0m l Sire/mss e . sox /C99 Sc0fr(L✓uf'i /(i[ 4 69343- MA. G8) Gia -7170 [cm 5 Kim. wImam / /Jotj 6 'a K. Fr.ar. 02. /O AL ,a„ !tfloas f / 6 7 (0/1/ 6e .2 CCC 6CFPOrc 0 ^ cel« ga n.ra ,36'//.Hl/ 8 aA.aFMmC }ti WIDOW orammsr MOVE moms 9 °A'Am ca'0r. SLR )aa®s Oswald 31/100111 4 % (1/ )(0N'MAY MEET dM sn®MA06DYmAL O®1i7 *TERM Lwit /✓'']'� //�.��� YAILMYO'RMOC' -p/ 000 ADYImY,LUA,Q11 I % 06 o. ab .YDALaam'm6 A SEPARATE ELECTRICAL THIS PERMIT BECOMES AUTHORIZED IS NOT WORK IS SUSP@IDE1OR COMMENCED. AFTER WDRxls OM 1 ICY CRRTWY KNOW THE SAME GOVEININGTMS TYPE HEREIN OR NOT. AUTHORITY TO VIOLATE LOCAL LAW REGULATING CO NOTICE Muff IS RQOIXSO AND MUST RE 1661® NULL AND VOID IF WORK COMMENCED WITHIN 110 DAYS, OR IF ABANDONEDPERIOD OF 110 FOR A THAT 1 HAVE READ AND EXAMINED THIS TO BE TRUE AND CORRECT. AIL PROVISIONS OF WORK WILL BE COMPLIED WITH THE CHANTING OF A PERMIT DOES NOT OR CANCEL THE PROVISIONS OF ANY CONSTRUCTION OR THE BY 712 STATE OF OR CONSTRUCT/ON CONSTRUCTION OR DAYS AT ANY TME APPLICATION AND OF LAWS WHETHER SPECIFIED PRESUME TO GIVE OTHER STATE OR PERFORMANCE OF 3 -02-oy PIAN CHECK.T �ODLOIUDO. [_5- p if' Pyr Fa:62n/J TOTAL FEE: DATE PE/WINISSUED: $ /2 oy. 59 OCC: GROUP:CONST: u - / 42. ZONING: SETBACKS: _': • r� 3490 ,,,o�4%4 _ if MANU. HOME: Meting Dept 1 AcwEBMRNT 3`Il PERMISSION 1S HEREBY GRANTED TO THE APPLICANT OWNFJI, CONTRACTOR AND/OR THE Amin. OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAIW3 ONHANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWEDBY THE BUTLDINGDEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THE PERMIT. THE SIGNER HEREBY AMINES TO COMPLY WT111 ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARMIEID COUNTY PURSUANT TO AUTHORITY GIVEN 14 3011.201 CHS 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 BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND TTLFRB TT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASE) UPON CANS, SFECDICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUBDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON HEREUNDER WHEN IN VIOLATION OFIIDS CODE OR ANY OTEER 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 RBSPONSIBILmES OK LIABLLII1ES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE DEALS AND I M TMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY ATM THE ARCHITECT, DESIGNER BUILDER AND OWNER COMMENTS ARE INTENDED TO BE PATINE AND IN SUPPORT OF THE OWNERS INTEREST. GirtemL0o3 THEREBY ACKNOVR-ELKE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE @I111A1. 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 1994 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. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIISERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupant use and the issuance of a Certificate of Occupancy for the dwelling under building permit # O 3 ' . Date Applicant Address Date VALUATION/FEE DETERMINATION Finished (Livable Area): Main Upper Lower Other Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: go iS /8,o % Crawl Space: Valuation 1800X J 30 - Valuation Subdivision ke 1 IA acres Stk Lot/Block -'r2d- 7 f tree ( (* 3 Contractor DW /ter NPetteetstnittsragJ4t goo Covered Valuation 96.o X /Z • oo Valuation Total Valuatio 4k, silo GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended 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. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. 1 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" 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 roof 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. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. Yes 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Yes 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes j/ 4. Does the site plan indicate the location and direction of the County or private road accessing the property Yes 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes ✓ 2 6. 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 MLD 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and soffits? Yes t/ 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes ✓ 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 11. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes ✓ 12. 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 (undisturbed) grade contours? Yes ✓ 13. 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 V AJA- 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No ✓ /1/�/¢ 15. 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 ✓ /(r/I 3 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No ,/ N/,A 17. 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 v Al// 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes ✓ No 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes ✓ No 21. Will this be the only residential structure on the parcel? Yes No ,/ If no -Explain: ,( 1,,,,4 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes ✓ 23. Do you understand that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes r/ No 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes ✓ No 25. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes r/ No 4 26. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes t/ No 27. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes r/ No 28. 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 afternoons 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. Yes r/ No 29. 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 1/ No 30. Are you aware that the person signing the PtAniit Application, whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the project complying with the Uniform Building Code? Yes ✓ No 31. 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 r/ No 32. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes ✓ No 5 33. 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 issuance of a building permit? Your attention in this is appreciated. Yes [/ No I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. ,® Signature 3 —2-D' Date Phone: 779 - 5? ? o (days); `/q5-7024. (evenings) Project Name: Project Address: Notes: T2i t N 6e-tra - t� nn O 1 D ' �Gr tf D kill If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpminreq 08/2002 6 Garfield County Road and Bridge, District 1 7300 Hwy 82, Glenwood Springs, CO 81601 970-945-1223 ph. 945-1318 FAX Date: 10-13-03 To: Building & Planning From: Bobby Branham Re: Driveway permit exemption 0107 Glenwood Springs CO 806901 Location: Same as Above 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 PLAN REVIEW CHECKLIST Applicani_ / p1✓ Date 3- /9-. o 4 Building Engineered Foundation Driveway Permit urveyed Site Plan Septic Permit and Setbacks Glade/Topography 30% Attach Residential Plan Review List I/ Minimum Application Questionnaire ,----subdivision Plat Notes Alt Fire Department Review t Aialuation Determination/Fees Red Line Plans/Stamps/Sticker IC! A Attach Conditions Application Signed Clan Reviewer To Sign Application /Parcel/Schedule No. AA 40# Snowload Letter- Mani: Hms. GENERAL NOTES: 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 la°. �Q,tJ J/a, lot L. Ya4Jc GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N_ 391' 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT Assessor's Parcel No. This does not constitute a building or use permit. PROPERTY Owner's Name 71 I. O I 143L4.) arc( Present Address 0 (t' 1 " / a el )O1tA Z.; • ` • Phone R YS - 70 a System Location 01b1 VGA IoRn t.c9 . Par GQ ( H- Tract G'S160( Legal Description of Assessor's Parcel No. o2l�S-_2(I3-00-00 �� • G C (e5 ht71; SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice)BeforeCovering Installation System Installer 9' Ui 1ic.-e_A.— /7Septic Tank Capacity 1 OCC I 19'1'C Septic Tank Manufacturer or Trade Name / / 0 % /A!(2 < ( 0 Septic Tank Access within 8" of surface ( A. Q'$� � C / Absorption Area �L'La.� -I Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other 66 YJ Date �1 Inspector �' ti r t `t I j i � (� RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have Tully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 tine —6 months in jail or both). White- APPLICANT Yellow - DEPARTMENT No 9 0-3g Assessor's Parcel No a 135-3c13- 0t-04_4 Date 3a✓ n�" a(3 0/o BUILDIDG PERMIT CARD Job Ad�/0 tCv Z ``1 ,RA-c-d 143 •_&s.ct 9 U`° -1r Ad 81 Address° /0'1.hA alk\ RciG_S Voe nY5-170 Contractor 01211S2-11- Address—E' Phone # /9' Sa g 0OwneYt/ Hv1AC14-e . Setbacks: Front Rear RH Co oil' s Tess" Footing t -If-0440-0,74- Foundation 0440-0 -Foundation -) -/ / 0 -r %r%'Yyl-- Grout Underground Plumbin 1' 1- 0 '# 40/71Rough Plumbing 8-2S "57 Framing R'gni- Insulation Roofing Drywall Gas Piping t35-1 294-1. INSPECTIONS NOTES LH Zoning Weatherproofing Mechanical Electrical Rough (State) Electr' al Final tate) Finalq•fls •cri Checklist Completed', Certificate Occupancy # Date Septic System # 9 I a. ( m i only) Date.2401 Final 7- --0 Other eri-ti — :21seni pt IAS YOOAry r u4 Z(o /Jo FCC //' 2,905 (continue on back) • INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date IssuedJ1240 I.Zoned Area Permit Nog.aa 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 Inspeand IMMEDIATELY $EC E NULL AND VOID. Use PftkolQ Address or Legalr�Descriptio 0 (Q ? Owner 1V ( u.10 ri pot`* _ Abok'.gqrr� J. `cn,.6, CJ Contractor C3.)I Q ( • Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing S /-. p.., Foundation - f j 'D' p -- Underground Plumbing - . p A Insulation &j oug i ' ummg a . - f Drywall Chimney & Vent Electric Final (by State Inspector) ii pa as 'Ming i - -O , Fins _ �— f - _.f.. ��1.1• Electric Rough (By State Inspector) ;acm Septic Final - (-0 ti Framing . - Z3 -0 1/7 (To include Roof in place and ' indows and Doors installed). •otes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 3845003 Ide 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD Date `�By1M^k CC IF PLACED OUTSIDE - COVE WITH CLEAR PLASTIC SCHMUESER,GORDON MEYER v ENGINEERS SURVEYORS December 12, 2003 Mr. Howard Irion Down to Earth Trucking Glenwood Springs, Colorado 81601 Re: Howard Irion Retaining Wall Garfield County, Colorado Project No. 2003-282.001 Dear Mr. Irion, G� ENW()!]D 'SPRINGS 116 W 6TH. SUITE 200 GLENWOOD SPRINGS. CO 61601 970.945. 004 FX 970-945-5946 ASPEN CRESTED BUTTE P O Box 2155 P O Box 3066 ASPEN. CO 6161 2 CRESTED BUTTE. CO 61 224 970-925-6727 970-349-5355 FX 970-925-4157 rx 970-349-5356 At the request of Jim Marshall, your concrete contractor, we designed a retaining wall as part of this metal building foundation, which we sent in a letter to Mr. Marshall dated November 20, 2003. At your request we have designed the complete foundation including the retaining wall based on the Metal building plans by B & C Steel, dated September 30, 2003, job number 2837, provided by you. We based the design on the following loads and assumptions: Active earth pressure 45 pcf equivalent fluid pressure Passive earth pressure 350 pcf equivalent fluid pressure Coefficient of friction for sliding 0.40 Maximum soil bearing pressure 1500 psf Minimum frost cover 36" Soil Density 110 pcf Height of wall 8' maximum Ground Water A foundation drain shall be provided Wind, snow, seismic load,�,,n connections and frame reactions As stated on plans by B & C Steel t G, qO SW - W �va . We must be notified if there are any changes to these assumptions so that we may revise the design accordingly. A qualified geotechnical engineer shall observe excavation and soil bearing conditions prior to the forming and placing of concrete. Attached is a sketch of the foundation and the sections for the construction of the foundation. Concrete shall reach a minimum compressive strength of 3000 psi in 28 days. All exterior concrete shall have a minimum of 5% entrained air. Reinforcing shall be in conformance with ASTM A615, Grade 60. All reinforcing shall be secured in place prior to concrete placement. Horizontal reinforcing in walls and footings shall be made continuous around corners by "L" bars, or by shop bending. Lap splices shall be a minimum of 36 bar diameters. Reinforcement shall be made continuous through wall construction joints and steps. The retaining wall shall not be backfilled for minimum of 7 days or until the concrete has attained the minimum compressive strength of 3000 psi as determined by laboratory testing. All anchor bolts shall be in accordance with ASTM A307. Page 2 Irion Retaining Wall December 12, 2003 2003-282.001 It is the responsibility of the contractor to provide temporary bracing to stabilize the structure until it is complete. Backfill each side of the wall evenly and compact fill as directed by a qualified geotechnical engineer. Should you have any questions concerning the above, please call me at 970-945-1004. Sincerely, 5 • Clay Goldberg, P.Ei/ "gC , • . 2�W _ o; "1 SIONAt�'�.0 Enclosures: 1'''��"�� Foundation Sketch Sections A6, A7, A8, A9, B4 Original building plans with P.E. wet seal I:\2003\2003-2821STRUC-LET-12-12-2003.doc Reviewed by, ///1,a-dy William B. Swigert, P.E. 5' CONCRETE SLAB ON GR. RENT. W/ FYBERMESH AT 1 1/2/ PER C.V., 7)? 1/2' EXP. JOINT MAT'L PROVIDE 1 1/2" x 1 1/2" NOTCH TYP. FINISHED GRADE 6' r 0 v 4' LEMING COURSE OF on On J/4' CRUSHED sirwt /4 0 18'YER17CAL J B" r-� /4 0 12 HOR/Z. / _ (2) /5 CONT. 8' SW. HOOK SUB -SURFACE DRAIN, SLOPE TO DRAIN TO DAYLIGHT (2) /5 CONT. FOUNDATION SEC770N NO SCALE IRION, JIM AS4RSHALL 12 12 2003 2003-282.001 THIS DESIGN IS BASED UPON 771E NOTES AND ASSUMP77ONS CONTAINED /N THE LLIItN FROM SGM TO H. IR/ON DATED DECEMBER 12, 2003. METAL BUILDING FRAME, BEYOND. 1/2" EXPANSION JO/NT MATERIAL C Lnamc COURSE OF J/4" CRUSHED S7AE /5 0 12" VERTICAL 2" CLR (7YP) /5 0 12 HOR/Z. 8'-0" MAX /5x 30" 012" ac. 30" CONC. SLAB ON GRADE PROVIDE 1 1/2" x 1 1/2" NOTCH TYP. THIS DESIGN /S B4SED UPON THE NOTES AND ASSUMPTIONS CONTAINED IN THE LETTER FROM SGM TO H. IRION DATED DECEMBER 12, 2003. f7N/SHED GR4DE 2" CLR. 1 3'-0" MIN. FROST COVER 10" — /5 0 12" 0.C. 3" CLR. 5' 0" (2) /5 CONT. RETAINING WALL S£CT1ON NO SCALE IRION, JIM MARSHALL 12 12 2003 2003-282.001 mis DES/GN /S BASED UPON THE NOTES AND ASSUMPTIONS CONTAINED /N THE LETTER FROM SGM TO H. IRION DATED DECEMBER 12, 2001 1 1 CCUNN THICKENED EDGE OF PLOW SiAs �\ i 'l\/X2 71/2•CUL — (4) /5 r 43/41 Les A�JP7. anwas (Tw) • 1' DN ANGOR ear, C PROJECTION, 15' &v EoASEc PROSpE (2) Pow TLA' NUTS AT 50MI COLUMN BASE PLATE 3/f' C r O' ;10 Ir - MATERIAL. TMP. INSULATION EWE EXTEND BSRS TO PIER .4T OPPOSITE ENO OF PRIME (55't) SIAa;ER SPLICES Re SEDDON 4 C LEVELING COURSE OF 3/4' OPUSNED STOW NAME SOC COMPACTED 70 95Z Sia PROCTOR flW &WE (OPTION%) /3 aasm TLS o .r LFFNR 12. OF PLR /3 CLOSED TLS 0 12• LIC.„ 7YP. 12• x 12' PIER V a .SEE PLAN fM REA1FQQaNti s'-0• SOUME NOTE CON77N000S PER/METER WALL REINFORCING NOT SHOWN FOR CLARITY PIER AND FOOTING FOR COLUMN BASE PLATE TYPE D ATGRID2&G NO SCALE 1R/ON, JIM MARSHALL 12 12 2003 2003-282.001 3" CLR. - 5" SLAB ON GRADE (2) /5 77E RODS STAGGER SPLICES 1' 6" +/- A9 THICKENDED SLAB FOR 11E NO SCALE /RION, ✓IM MARSHALL 12 12 2003 2003-282.001 THIS DESIGN /S BASED UPON THE NOTES AND ASSUMPTIONS CONTAINED IN THE LETTER FROM SGM TO H. IRION DATED DECEMBER 12, 2003. FOUNDATION WALL WITH SPREAD FOO77NG SEE TYPICAL S£C770N FOR REINFORCING ADD (2) /5 x 6'-0' 4• . • 4 4 J 4 4 4 VARIES SEE PLAN 4 • NEAR VERTICAL CUT LIMIT OF EXC4VA770N SEE PLAN DISCONTINUE FOOTING MAX/MUM SEE PLAN - DISCONTINUE FOOTING NOTE F0077NC AND WALL REINFORCING NOT SHOWN, REFER TO THE APPROPRIATE WALL S£C770NS FOR REINFORCING. TYPICAL FOUNDATION STEP NO SCALE IR/ON, JIM MARSHALL 12 12 2003 1003-282.001 THIS DESIGN /5 BASED UPON THE NOTES AND ASSUMPTIONS CONTAINED IN THE LETTER fROM SCM TO H. IR/ON DATED DECEMBER 12 2003. Improvement Location Certificate Parcels No. 1 and 3 of Tract 7 Chelyn Acres Subdivision Garfield County, Colorado m ,m GRAPHIC SCALE IN FEET 11d. Im FEET Found Aluminum Cap #3317 N86°0000'W 167.70' Found Aluminum Cep #3317 1 hereby certify thot this improvement location certificate was prepared for Howard and Pom bion, that it is not o land survey plat or improvement survey plot, and that it is not to be relied upon for the establishment of fence, building, or other future improvement lines. I further certify thot the improvements on the above described parcel on this date. September 8, 2003, except utility connections. ore entirely within the boundaries of the parcel, except os shown, that there ore no encroochments upon the described premises by improvements on any adjoining premises, except os indicated, and that there is no apparent evidence or sign of any eosement crossing or burdening any part of said parcel, except os noted. lelee F.6ewls *8988 ' NOTE: The real property described above does not lie within the limits of o 100 Year Flood Hazard Boundary. IMPROVEMENT LOCATION CERTIFICATE SCALE: 1' - !r PROJECT: 04117 Mon Residence ( SURVEY DATE: SirxNht $, 2006 I 'CERTIFICATE DATE: fepbebr 16, 2008 DRAWING: W RCM DIRECTORY: NS DRAWN BY: ISA CHKD BY: S6 Howard and Pam Irion 0107 Van Dorn Road Glenwood Springs, CO 81601 SAMBA & ASSOCIATES, INC. CONSULTING LNOI • LAND STOIS4rass0 www. INEERINO.CON ,,, NIYiM A.. m..,, .n. .O. ,I a 01.C10•1300 0/011400. CO Wool SHEET NO. 1 • r m n . I _ c N 0 A \ OD m70=0 nipim= 0 I D snu1-DOC mN x- $ ,m 30oQ— ID D0O (N'J>0 NN> mm°8oz emo (dory,— 3 0,1 tnO 71 • m Co 23 1 • R ti k Oa Of 5 1/Z" • T 5 t/2",� A 1 1/2" NOTCH, 7)P. 8" FOUNDA770N WALL, 7112. 1'-4' F0077N0, TYP. ■ r Jt -1-i I I 1 J L r r acyl 11 rglet5ltq z_ j t 19.-0" ANCHOR BOLT SETTING PLAN NOTE Au Bette Elates®too'-0' tl.N. ti" 1 2 O 2 m y t rn mt y w # \ b BOLT D69ME7ER GI v o V MINIMUM EMBEDMENT k Oa Of 5 1/Z" • T 5 t/2",� A 1 1/2" NOTCH, 7)P. 8" FOUNDA770N WALL, 7112. 1'-4' F0077N0, TYP. ■ r Jt -1-i I I 1 J L r r acyl 11 rglet5ltq z_ j t 19.-0" ANCHOR BOLT SETTING PLAN NOTE Au Bette Elates®too'-0' tl.N. ti" 1 CD fli 0 7 0 ) FIELD LOCATED 4o3o THERMAL 21.1 rn 0 031V3OI 01313 13-1 LA LO 71 71 0 0 _ z y m ? \ j 0 \ NOIW GYVMOH :HlSVHGafd & 3DNVThOdWI 0 0 x0100 113305 u1DVdVO 3NV213 0 { 351.1 3NV210 Jo -10D No lllavd 0 3NOZ 3IV SI3S aO1OG a3Nn (31ev9nddv ONIM OISV8 rn rn rn co :0V01 MONS 3008 0 0 1Va31V1100 :OV01 Od30 300a $r \k 0 >-13 01in miv -illrH53 Ca IP1 Ln \71 71 ((-017/1 31) S1nOdSNM00 :(3-10V011ddV :(31aVOnddV 31) LI3llnO { :SONIN3d0 031'Wa3 80100 033N (SNI1811d '8 S13NVd 80100 033N 03 71 NO100 033N 80100 033N 031VOIONI SOVOI Sao -103 IN aL .NOLLVDO1 ONICIIna OO 'SDNIeldS 000MN31O 0 § co F )Co® > NI \/ §® 0 in{ «$ ( m :Sl3NVd 11VM 0 80100 033N BUILDING LOADS / DESCRIPTION: :S13Nb'd 300a 0 \\ 1.0 ZWM 200 im • n no M • 000 m • 23 \\ 0 111 2 03 A 0 0 0 )\ )\ AM LI 71 \\ STEEL CORP. ARE THE RESPONSIBILIrt VF THE U / n ni ALL STEEL MEMBERS EXCEPT BOLTS & FASTENERS SHALL RECIEVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER (UNLESS SPECIFIED OTHERWISE IN THE CONTRACT DOCUMENTS). 1 >>,> £:gm i 2 §§®§ J) »»\! AI p3 03 f* ;!<\ :«HO° zCK 0nopnonu! . . fit,. 1K://1 rcoribmi Kcii 07 JOH1 cr nEz: :c_ oi rsiPlm 73P•n w mE z6z1 K; ont; naci rzKn- x imarQn zinc inii (5: >W_ ii 1 : <I. :igr )Km ',3Com43 Sl171 2 to to i,f \> \ , / 0 m Z I -.T1 w D / 0 - Fri L 03 O to Z o 5 I/2° LO 5 1/2 m 0 5 5 1/2' b s w 45'-}' OUT -TO - 22'-2' c V 22 17'-10 1/2' CP 5 1/2' x 0 n CO 24'-6 1 HOLON ON1133HS d31311Ia3d 0 oc A 20 g 2" ti 111 r r_ Z m 0 0 D 0 0 m N OO 0 0 m PURCHASER T.P.I. PRo✓Ecr. HOWARD IRION LOCATION GLENWOOD SPR/NGS, CO NOTES' 1. REFER TO SHEET A2 (& AJ /F REObf FOR REACTIONS & DETAILS 2 DGIENS/ONS AT OPEN/NCS ARE TO FACE OF ,LIMBS SEE DETAILS J ANCHOR BOLTS TO BE SET TO I 1/8' IN LOCABON & ELEVATION A A VV 00 Rfi G. Q 12'-0' ' I" 12'-0' 14, 8' CZ m - N Hooff� >a o> as e1> • n _ 9 9 1®1 n H� r 847, frame fl� � 0 ° I �I 22'-2' c V 22 17'-10 1/2' CP 5 1/2' x 0 n CO 24'-6 1 HOLON ON1133HS d31311Ia3d 0 oc A 20 g 2" ti 111 r r_ Z m 0 0 D 0 0 m N OO 0 0 m PURCHASER T.P.I. PRo✓Ecr. HOWARD IRION LOCATION GLENWOOD SPR/NGS, CO NOTES' 1. REFER TO SHEET A2 (& AJ /F REObf FOR REACTIONS & DETAILS 2 DGIENS/ONS AT OPEN/NCS ARE TO FACE OF ,LIMBS SEE DETAILS J ANCHOR BOLTS TO BE SET TO I 1/8' IN LOCABON & ELEVATION A A VV 00 Rfi G. uold aas M3 0 0 II „Z „Z uric' aas M3 0 I 0 ,9 0 0 W 4. 4 - EW 1 1/2" 0 0 0 A 0 Cco 1 co U 0 N N 1 1/2" 8 1/8° CO 4` CO 8" 4'. NJ N N 0 m PURCHASER T.P.I. PRCUECT. HOWARD IR/ON r r w e 01 r r 0 A r 0 C - O 0 n_ 0 O r ✓ r r 0 O f D 40-" Co N N 0 m 1,3 m V A r 1 O • I 0 O 1 r 0 O_ R x 1 0 1 • f 0. A < A- n 0 x I � oa O 3 <5- 3• 1 C S O v▪ O % > C1 O O +I m 0 0 > K O- 0T. Ow o- 00 00 O- o- O- 00 0- 001 ON 00 ON ON OD CO 00 OO O V O0 ON m O - 00 .4 -OI MU 00 N -0 J q0 p co OU 04 '-'w Orn ob, 0A OOa U 10A OOI CO OIV J 0'4 03 -J OIJ J 0J CO AN 1 1 0 10 0 1o - 1 _ 1 0 O V- IOI NN O NN NN Op OO O V J mW NN - O O I I III IO U.' 41 I I I 1 -O O -- 00 aco Ub Uu+ b (0 -. (001 (P10 03V N VN WA en 1O. 2 3 r(7 5 O x3 0 3<E 10 3 r 6 o O 0. 0.0 S 3 3 < NWf1100 IIVMCNI SNOLLJ 3U Wf FNbC W 000 21-60 1 0 01 00>co 0 O 0 0 0 00 v0 AaVI1NPS 1109 aOHONV Z 0 --i ry COc. u1 nwS.003-2naox na_ onoro0�ay_hog' m`mOr Sa f3' 0 o2r. on3Aof3np0\1^nabir yoRn1ux�icyD(I 1 0an ch . n11^ 0-4NF �=m • n n0v z N --- n S N 11 II II 11 II II II 11 II II 11 II II II II II C N - O O O CO m a O iv 0 0 21 0 0 0 0 N- o. t 0000(21 N j 0 0 O p (O J 0 NOTES- 1. Anchor Bolts and other embeded items are not by BRC STEL. 2. Foundation and other Concrete Design is not by BRC STEEL. 3. Consult o lora/ engineer for Concrete & Foundobon Design. A LOCATION GLENWOOD SPRINGS, CO A wZ NfTI _. [Qui Z 3Nfl 3YM13 aOd N01103S SS0210 ]kWd. 0 P1 n X D m CU { 01 0 0 O 0 O N 16.-7" RF2-1 14'-11 13 16" SP -4 n� Clearance 18'-10 9/16" Clearance R-/- 6'-0" 2'-2 5/8" 2P-2 5/8" O RFI_I Sp_ 12'-2 1/4" Clearance +/- Clearance 12'-2 1/4" Clearance i -/- RF -4 SP -3 0 1 4 SP -6 N O O T Cc SP -2 ^1L` 0 0 01 u N 0 0 2 14.-9" PURCHASER T.P.I. PROJECT. HOWARD /RION LOCAT/ON GLENWOOD SPRINGS, CO 2 -3 3/8° T-3 3/8" 2'-3 3/8' 2.-3 3/8" N on -o O I I N A M 0-0 W 4 N NJ 0 CO A A A 4 W W NJ NJ N 010' UI 0 A W 4 N N N W W A A N W - A N A A A W W G 0 N N fn IN Ul m rn m OD OD 01 N m m m .TI A m N rn m N Am�AAAAAO. -� 0100-)OOOOON0WtA3> \\\\\\\\\\\ N 0 N - JPOIOIAAAAAmOIA inu oi.I 00000i.IOW 01 O m O O O O O O O O O O O O COOl0OJO)Ol0)O]0000100 0000Q0Wmm(0000W 0 x NOTES 1. Shucturol joints with ASTil 4325 Bolts shall be assembled end tightened according to The 70m of the Nut Method' as described in the Specification !or Shucturol Joints using 4325 or 090 Bolts 2 Flange Brace holes th girls at sidewoll r/ req'd) mus! be field located as req J See detail sheets for more Worm/ion. A A 01- - 0 N TO IO LO N0-01 O O AOI AA 01 A OI CON O.OWO00000WOpI 01 01NLI. A? a A A A A % % N N IA- N (P WNT 0 1.0 en i., i,l o,0 yz (n (P N 0, 01 01 O. 01 u W'- -u W \ \\ \\ \ CO CO A A CO 03 A - W- "0J A W O J V O (.a A 010, 0101 A O N - 0 c� *2 0 o ti m r m z m 0 0 0 c� m 0 m N CO (JJ n m PURCHASER T.P.I. PRo✓Ecr. HOWARD IRION LOCATION GLENWOOD SPR/NGS, CO SIDEWALL FRAMING ELEVATION ® LINE G NOTES. T. FOR /NLYPIOGN FRVING DETAILS REFER TO OETAIL DRAW SHEETS 2. FOR CABLE BRACING DETAILS REFER TO DETAIL LS44W/NG SHEETS 3 FIELD SLOT FLUSH ALOUNT G/RTS FOR CABLE BRAC/NG A5 REOD A A C) N („m cn o2&+ 0o z u+ N CO 1 p rn rn = mOa-- 00 14'-9 m C.J 0 co IV co m PURCHASER T.P.I. PROJECT HOWARD IRION LOCATION GLENWOOD SPR/NGS, CO ENDWALL FRAMING ELEVATION @ FRAME LINE NOTES L. Fag /NDMD IL AWNS DETAILS RLFER ro Dura( ammo SHEETS 2 FOR CABLE ORICYNC DETAILS REFER TO DETAIL DRAmNC SH£fTS 3 FIELD SLOT (LUSH MOUNT CIRTS FOR C4BLE BRACING AS REOO 0 A _ 47 N CD AU CO Ci1ii z rn w z 1 m 0 p X01= COLO COf_1 on m m rc 0 0 ,0sOC E3 33 1 1 y n I mm0n R 3'N O Ln Lil Cr \\\\5 9 OD CO 9 m C4 Cm Z A A 0 1 osoi SxC c �mv z 0 w U N 22.-6" 22'-6" ER -2 ER -1 ER -6 v o v v v i 0 0 RF1-3 c6 v 07 -o 0 02 -o ER -3 CF -2 & OSF-A O -12 CF -2 & OSF-A (14)" 11 2(14)1• 1 31'2" (7) II II II I I I �r I- I I L I _ 1 I "I I =1 mt ml � I n E rl 1 1 z(��G. 1 Im 1 I R- 1 I I I I N 1 1 1r 1 1 - F.21 GF -2 & OSF-A PURCHASER: T.P.I. PROJECT LOCATION' HOWARD IRION GLENW00D SPR/NGS, CO GF -2 & OSF-A NOTES: I. FOR LNOMO AL /RWLNC DETAILS REFER TO WAIL DRAWING SHEETS 2 FOR CABLE BRACING DETAILS R£/ER TO DETAIL DRAW/NC SHEETS J. FIELD SLOT /21.611 AIOLNT GIRTS FOR C4BLE BRACING AS REOV m 1• 0 CF -2 & OSF-A 00 MI Go oi 80100 033N - 8 '00 9Z :5138Vd U1 0 0 c� m m n m 1C-9" 1C-9" 1C-9" 1C-9" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" PURCHASER T.P.I. m PROJECT. HOWARD /RION LOCATION GLENWOOD SPR/NGS, CO 1C-9" 14.-9" 1C-9" 14'-9" 1C-9" 14'-9" 1C-9" 14'-9" 14'-9' m { NOTES: ! FOR /NOMDU4L SH ET/nC @ TRIM DETAKS REFER 70 DEM/1 Stitt I5. Z. PANEL START DIMENSION 5 CEN/ER OF HRST N/ -MN TO STEEL LINE 1 IF NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE 4. FOR FASTENER SIZES & LOCATIONS REFER TO THE DETA2 SI/ /t l5. A A c.4z m 101 0 —rns co cC. CO f_1 DJ • 2z r r m z o o O o m r r- A D O Z D m r Z m cm O 0 O co 03 GJ o 0 0 W n 9 6 PURCHASER T.P.I. PROJECT HOWARD /RION LOCATION GLENWOOD SPR/NGS, CO r L NOTES: 1. FOR /NOMOLLAL SHEET/NO & ,RM OETA/LS REFER TO DETAIL SHEE/S 2 PANEL START O/NENS/LW /S CENTER OF FIRST N/ -RIB TO STEEL LINE J lF NO PANEL START O/NENSION SHOWN THEN START AT STEEL LINE. 4. FOR FASTENER STIES & LOCI7/ONS REFER TO THE &E7ALL SHEETS 0 0 00 N w m cn CO Z 01 rn c„ z 1 m O cn — s CO p • cd 0 ' CO 16• 16' 16' 1r Ir 16'I 16' 16' m o o 1 1 Z r 0 r D Z m -o Z r- D O A> r 1 \1y m C) 1 Q C I n r r- c r z O 1z y T-0• 4'-0' z m I ___ OOI D N (1YP) s y L UMN TO WA m m y v Z 0 -K 13 O n o ______ ___-- 1 r cn - o� O y ,4•al �n yOO 1 r 4z C) A F TD r 1 1 1 1 1 r 0 < Aa � C N� u' N c Z O" n A '-p� (n Aa C-) XI o ro a of . g n m g x o Fir A1^ im ,7,x iin Q COUI/ Cl PPPPPPPPPP a a a a a a a a a s 0 no 9 9 i ra O in Z ii mO 1 fxi . .. Z azi FJ Fi Fi B 8 8 y a 'a `a ti ~ iggn Z o n D\l w 95929939 -• 933 2 r g OU�� (�il'b I\\ Z of A J U AAA5 U 1� nn S] y 2mOOONv LnOAr ~r 0 D I— 0 n �� 19 mN n n 0 ti\ Z vp WfrjAOxy fTl D * n Om r F x D c -' AA zl ��Z-1 O D \ r A r x rl n Z Ci r� a mzgcc T -I 0-0c-, 4c 4r y y gP m an F a g$ ,-I y y 0 - 8 g P a 9" C F 3 • P ti a i S H P i PP a Y.I F n o 4 -, s A-� H 0 CO N D ori of S N) n A z m Nm D xi } - n 5 r C o Cl a x ri, O� _ Am 1 ... n --.., 0 :11! r ,1. C Z 11 ri1 LA D Z ,,.1... .o$ oti N ,7,r -,.,-N m T. pr 0 _(D.fAz c A C 1.- g fT > v OO D> mo r c o c� O i 10 ©c ,o Orx N D r �o`n t g 8 g r 44c z \ A m 3J 8 RI zA-a `z x r � 4 v a mpm Ar on \ e z l1 D J m Do (7 mf Ar : r F 1\.. r o �_Z O 1 Or r- y I Z xUl o o T_OF U27 �mr2r �myAm o �Cm I O 0 ApN m mz A Z ' v y_ rNJ 0OOUmN u cm ) N 1 ND D A O 00 l QO QO j ` f > D n r A r I 1 1 1 1 11 00 o x r r K �� 1—m r r x O m IQ L lO I0 z1 Z ? y A m c D Z -1 A , 2 ....... p • :0'. •any' o m - PURCHASER: NOTES 7. FOR /NDMO& /RAM/%C DETAILS REFER To Dr&UL DRAWIAC S1E83 2535 N. 10 3ERING, NE (308) 632- ti T l 2 FOR CABLE BRAC/NC O£TNLS REFER TO OEDUL OR 7NC St/E03 O O o N PROJECT J FILO SLOT 111/51/ MOUNT CIRTS FOR GABLE BRACING AS REOD. q OD 0 0 HOWARD /BION �q CID J m m Cr) •-fr 0141 o LOCATION' GLENWOOD SPR/NGS, CO rn CO 0,v) ilLii r w a N * -•C In x �A O, TI r r� y% �_ �1 ® ill Q UI I N r . m UIN I D O� x G M mo w A ' O rn O o = Z O D x .. ...—. /f 4 ��x OJ A m /' r x Z 0r _ / O n po 1 ID m al Om \ O . O A0 A o I O m FR a --I D A 4 N J In r O < 23 a0_ O rZ 0 m 0 r m D r_]� \� © DI J m n K r N N N N m m O tom 01n 0 ISI m --- 01 O ALIGN CA AO � DD ZI \\\\' rn P m rn to y mN-m • 0 > D mz %m D z a CO M m A CD m DD m 0 p m 0 @ Do A C C z G P ^' ➢ w% %K ox o- o 'n- o m\ p A p% n 0 _ m mtiln m n O r O pZ� CJ -rim m Or- OWrZrn 0 m o - A AZ rO / l7 1 I 1 1 I I D Z o N / 1N- Z IMM Z D . m --1* r nG)D O0 49-1p1I Q C I 0 0 CO y mc)7J Z m 0 7 O n N\ DC LN G Pi a 0� 't N Izn r r.c > (no, o m m COm Z n m > A ,� mx O N_. ti a O� VI Le) mCD Am `i in 2 j o\Jx o O A -11 m ''1 \. 0 m © © - --1 an y . m m P1 zD >r0 E OO m�0 Ico0 i`n m IT1 I- z m m mA 0 m - 3n in N y ecgi O C= m >7 8x xGx z 'o m� zz0o o a �mm �m G�C�yD 11 o L' ICI Z- r 0 o r" 0 m I'*�InH r p {oZ m DIn CO Pi D GI- Oo O0 o�"am 0* 1� < , OVOvo x; z ooZmma m m mid F G1 O riU1 m Z = D ,-2,0 a m cn 1 0 n <nmm_.o O Z z11 mF, N��vsiz Z O S Z n in o Z C < r ~ Z 0 —11I C 1 0 0 �y1 I XI a- ;j Z R m�T frl '�c� 7C1 C �� Sr o�co2-nv 'n -Win zzn-. rxb<^ -n HA rn a / .1 > A ti m D m r 0 23 A �J '� H D u' O \ pN Z .lml yx n' x - A In m N 0-o M Fi r�. i ��A i z 0 1 M (Arm �I rJ utrm O coop -- o z�-0 0 m m m a oom Fi m I— o z Z 1 c OJ - O ��� z f P1 D 0 m Z r r p z Fx me m y `<'I D � �� D� Nr Z en snl N A A� mS > \ A rc X T. A ci6 ,J2J ® c 0 =O ^' r-T 1 �� 111 m I I oco m pZ M mo a -1 O Z r n0 ~D m OZ m), D z 0 .ZO7 L 0 p . . Z AO zrm0�.0 > -- ^ Do z yoP1 r91 I oO \t/� vui X0�o C OO ND1 Qc.o^;t Qr ''a c no ODci Z TZ 32 x r scop�� .��Ill moo o 00 O r'i � Z r ON -Im mm A211 mm m 1nD N O m I x m D. _0 0 0 rO M c A M W 0 1• 1 LV :r••, CCa ...1"�• s 0 II 01) m:3: �yy� 0 5oe 2837 1 „ CO 0 z < PURCHASER - Oa T /7 NOTES r. FOR INwNDAL RULING OFTAUS REFER To OETAIL ORONO SIIELTS 2535 N. 1( NE (308) 632 T • r • l) 2. FOR CABLE BRACING °FLAILS REFER 70 DETAIL BRAWING SHEETS "" DD PROJECT' 3. FIELO SLOT RUSH NIX/NI CIRTS FOR CABLE BRAC/NC AS Rf00. �� N CD HOWARD INION Inl ;' D rz 0th ST. 69341 - 6188 w NO LOCATION GLENWOOD SPR/NGS, COA P 4 11V110 Albl BINVf 0 -13 m z 2 1IV130 318V0 ONVONVIS 133HS IIVM N _. _ N N O o x n m o O3 -1-:- r X m O–I in– O 7C\ Am \ N N- ��m Co \ y N 0 Z 1IV130 INIJ' b3GV3H GABLE DETAIL ©EAVE EXTENSION 1IV130 Alai 11IS MOONIM 0 w PURCHASER PROJECT HOWARD IRION 3?Jf1S010 30ISNI LOCATION GLENWOOD SPRINGS, CO O 0 0 0 �l P1 0 m H D r NOTES 1 FOR 'NDMDUAL AMONG XTNLS REFER 10 DETAIL DRUM' SHEETS 2 FOR GABLE BRACING DETAILS REFER TO DETAIL DRANgNC SHEETS J FILO SLOT RUSH MOUNT GIRLS FOR GABLE BRiCING AS REOD. 0 0 losoi