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HomeMy WebLinkAbout4804 N,_ 04P, 04 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945 -8212 Job Address 145,00 County Road 217, J >.if e Nature of Work Euilding Panalt ' Use of Building Single Family Dwelling; Unit Owner Elwyn R. & Frances L. Coutter Cc tractor Wilson Construction. 109` .60 Tune 221 1903 Amount of Permit: $ Date: Permit: b64.00 nl an : 471.00 0 !... Archuleta Clerk White - Treas Canary -Office Pink - Applicant Gold- Duplicate P s.- 1 r k s Y, r k GARFIE'LD COUNTY p�4t ! 4 UN 09 1995, . i APPLIC.A'TION FOR BUILDING PERMIT PERMIT NUMBER GARFIELD COUN please print or type DATE S a?5'7 3 TO BE FILLED OUT BY APPLICANT PLOT PLAN ADDRESS ///spp 00,47n a/7 me/A1.4- C5,6''4 NOTE: Show easements, property line dimensions, SUBDIVISION/e0CI'/ V6- CH4 /R RilevcAf all other structures, specify north, and street [FILING # LOT d BLOCK # name. For odd shaped Lots, or if space is W TAX SCHEDULE # 0/40,5 too small, provide separate plot plan. LEGAL (SEC /TWN /RNG)SEC a � sf 5 R flaw ( # OF BUILDINGS NOW ON PARCEL USE OF BUILDINGS NOW ON PARCEL rd NAME fit_WYN ,C )e attrcEs c. Course MAILING ADDRESS leg, 7 Co. kD oL 3.3 o icITY ft /F_F Co JP /*sin PHONE 4 .t60 4� SEE 477-Rcycp I-I f/® x x NAME ben;-. fl F'T _ w ADDRESS la /E4-sr 4vr CITY ,Qr co NAME fA1 IS 0 Al CONS u cT/Qrv' H ADDRESS /73o, /'n1 LItr Land d EP I ICITY l f pLE c770 -- -- o IPHONE d.ri S. .�S(i oZ LICENSE r"? CJ CLASS OF WORK NEW f( ALTERATION _ ADDITION DEMOLISH REPAIR MOVE MOBILE HOME (make /model) S.F. OF BUILDING /oAve S.F. OF LOT l gC # OF FLOORS HEIGHT # OF FAMILY UNITS _ _ # OF BEDROOMS 3 INTENDED USE OF BUILDING ja r1 GARAGE: SINGLE DBL CARPORT: SINGLE DBL FIREPLACE FRONT PROPERTY LINE DOCUMENTS ATTA.CIIED _ STREET NAME /ROAD NUMBER OWC° X / 4i ' 1-4142/1 WATER SUPPLY CHECK IF CORNER LOT t'.0 L N 1 / CC n D DRIVEWAY PERMIT DE RIPTION OF WORK PLANNED SITE PLAN )( kQ St ci ex) LC.s ' BUILDING PLANS X SANITARY SEWER CLEARANCE I hereby acknowledge that I have read this ON SITE SEWAGE DISPOSAL PERMIT 409flicemed application and the above is correct and I OTHER DOCUMENTS (specify) _ agree to comply with all county ordinances and state laws regulating building construction. SIGNATURE FOR OFFICE USE ONLY VALUATION ��; /724: 1 7AJ. - „ _ FLOOD HAZARD PERMIT FEE $ '>DQ,PLAN CHECK FEE $ 401; %(7 CERTIFIED BLDG ELEVATION TOTAL FEE $ I(j SCHOOL IMPACT FEE $ ,CC: SPECIAL CONDITIONS Silawujize.. US'( C,co4Fctf DATE PERMIT ISSUED , I 10 ?EQV11ZCb SeTBM,kS L LS F`( p�0'C 10 SuutS ZONING DISTRICT jll /.„��`�_ PROBLEMS WITH PERMIT _ TYPE OF OCCUPANCY` Z// -2 , TYPE OF CONSTRUCTION y!/ ADDITIONAL INFORMATION NEEDED _ S.F. OF BUILDING 7 7 S.F. OF LOT /`� {? -c G MAX. HEIGHT 21 p ROAD CLASS. CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FRONT OR ENGINEER REAR RIGHT LEFT OFF STREET PARKING SPACES REQUIRED IPP APPROVED: T I F b -Z3- 13 BUILDING d DE;%AR.TMENT DATE PLANNING DEPARTMENT DATE 1 PERMIT # OWNER l,(3 4arfiQ LOCATION CK 217 1llr,g CONTRACTOR TILE FOLLOWING ITEMS MAY HAVE BEEN OMITTED FROM YOUR PLANS OR MAY NOT COMPLY WITH THE PROVISIONS OF THE UNIFORM BUILDING CODES. PLEASE CHECK ALL CIRCLED ITEMS BEFORE BEGINNING CONSTRUCTION. ALL REFERENCES ARE 1988 EDITIONS OF THE CODES. THESE ITEMS ARE REQUIREMENTS FOR R -3 OCCUPANCIES ONLY (ONE AND TWO FAMILY DWELLINGS) AND ARE NOT ALL INCLUSIVE OF THE CODE REQUIREMENTS, BUT ARE MEANT AS A GUIDE TO SOME OF THE MOST OFTEN ENCOUNTERED QUESTIONS RELATED TO CODE REQUIREMENTS. TILE APPROVED PLANS RETURNED TO YOU SHALL BE KEPT AT THE BUILDING SITE DURING CONSTRUCTION. FOR ANY REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE CONTACT THE COLORADO ELECTRICAL INSPECTOR. THERE SHALL BE A FINAL INSPECTION AND APPROVAL OF ALL BUILDINGS AND STRUCTURES WHEN COMPLETED AND READY FOR OCCUPANCY AND USE - UBC SEC. 305 (d). & V- Concrete for foundations and load bearing slabs is required to be 3000 psi in 28 days - UBC Chapter 26. Mortar and grout shall be in accordance with UBC Chapter 24 &Table 24 -A and 24 -8. 2. Masonry units, mortar, and grout shall be protected during cold weather in accordance with UBC Sec. 2404 (c). Concrete shall be protected during cold or hot weather in accordance with UBC Sec. 2605 (f) and (g). 3.✓ Minimum concrete and /or masonry foundation reinforcement requirements are shown on the attachment. (Note: these minimums apply only if a foundation soils investigation is not performed and the soils are assumed to have an expansion index of 20 or less and footing loads less than 2000 lbs /linear foot - UDC Sec. 2904 (a) and (b) and Sec. 2906. 4. ./Foundation frost protection is 30" from finished grade to top of footing - UBC 2907 (a). 5. ✓ Foundations shall extend a min. of 6" above finished grade - UBC 2907 (d). 6. Provide for the control and drainage of surface water away from the building - UBC 2907 (f). I a basement below grade shall be damp- proofed on 7. ✓ Foundation walls enclosin 9 the exterior with approved materials - UBC Sec. 1707 (d). CB) Foundation plates or sills shall be redwood or pressure treated wood (UBC_ 2516 (c)), and shall be bolted to the foundation with not less than 1/2" dia bolts embedded at least 7" into concrete or masonry, spaced not more than 6 feet apart, min. of 2 bolts per piece and within 12" of each end of piece UBC 2907 (f). 9.✓ Exterior concrete or masonry piers shall extend 0" min. above grade unless the posts or columns which they support are treated or decay resistant wood. Columns and posts located in basements shall be supported by concrete piers or metal pedestals extending 6" min. above earth and 1" min. above floor unless treated or decay resistant wood - UBC Sec. 2516 (c) 4. 10. Manufactured trusses, and manufactured joists and beams (i.e. TJI /Micro- Lams, BCI /Versa -Lams, Glu -Lams, etc.), shall be sized and installed in accordance with the manufacturers requirements. 11.✓ Wood joists or floor beams located closer than 18" or wood girders closer than 12" to the ground in crawl spaces shall be treated or decay resistant wood - UBC Sec. 2516 (c) 2. 12.i/Girders supported by masonry or concrete shall have 1/2" air space at top, sides, and ends unless treated or decay resistant wood - UBC Sec. 2516 ,(c) 5. Ends of beams and girders shall have min. 3" of bearing on masonry or concrete - UBC Sec. 2517 (c). 13t" Floor joists under and parallel to bearing partitions shall be doubled UBC 2517 (d) 5. Floor joists require full depth solid blocking and must lap a min. of 3" over bearing supports - UBC 2517 (d) 3. 15. Beams, roof rafters, and ceiling and floor joists shall be supported laterally in accordance with UBC 2506 (h). 16 Columns, posts, beams, and girders shall have positive connections provided to ensure against both uplift and lateral displacement - UBC Sec. 2516 (m). 17. /Ends of floor joists shall have 1 1/2" min. bearing on wood or metal and no less than 3" on concrete or masonry - U130 Sec. 2517 (c) and (d) 2. 19. Notches on the ends of floor joists - max. 1/4 joist depth. Bored holes not within 2" of top or bottom of joist and hole diameter no larger than 1/3 depth of joist. Notches at top or bottom shall not exceed 1/6 depth and not located in middle 1/3 span - UBC Sec. 2517 (d) 3. 19. Floor joists and /or roof rafters are insufficient for the span - U130 Table 25 -V -J -1 and UBC Standards. Roof live load (snow load) shall be 40 psf below 7,000 feet elevation -UBC Sec. 2305 (d) -dead loads shall be as required in UBC Sec. 2305. 21. Floor live load shall be 40 psf - UBC Sec.2304 (a) and Table 23 -A -1 - dead loads shall be as required in UBC Sec. 2304. 22. Basic wind speed shall be 80 mph - UBC Sec. 2311. `^ Headers over wall openings 4' wide or less shall be doubled 2" framing lumber on edge. Over 4' wide the header shall be sized for the span - UBC Sec. 2517 (g) 5. 24.0Bearing walls supporting two floor loads are required to be a min. of 3" x 4 "or 2 "x 6" studs with a max. spacing of 16" on center -UBC Sec. 2517 (g) 1. 25. Wood studs may be cut or notched to a depth not exceeding 25% of width in exterior walls and bearing partitions and not exceeding 40% of width in non- bearing partitions - UBC Sec. 2517 (g) 8. 26. Wood studs may have bored holes no greater in diameter than 40% of stud width, 60% of width of doubled studs (but not more than 2 successive doubled studs). No holes shall be bored nearer than 5/8" to edge of stud - UBC Sec. 2517 (g) 9. 27.v Wa11 bracing required both sides of each corner and every 25 lineal feet - the braced panel must be a min. of 48" in width perpendicular to studs - UBC ftec. 2517 (g) 3. 28. Approximate min. insulation values are R -19 walls, R -25 roofs, and R -11 floors over unheated space - see plans for more specific requirements - "Colorado Energy Conservation Standards." 29.0' Foam plastic insulation shall be separated from the building interior, including attics and crawl spaces, in accordance with UBC Sec. 1712. Other insulation (including duct and plenum insulation and coverings per UMC Chapter 10) including facings shall meet the requirements of UBC Sec. 1713. 30.0 Masonry and stone veneer units (5" max. in thickness) shall have min. size of No. 22 gauge by 1" galv. metal ties or No. 9 gauge galv. wire ties and spaced to support not more than 2 sq. ft. of wall area but nbt more than 24" on center horizontally. When applied over stud construction, the studs shall be max. of 16" on center. Approved building paper must be applied over the sheathing or studs - UBC Sec. 3006 (d). 31.✓ Ceiling height is required to be 7'6" in all rooms except kitchens, halls, bathrooms, and storage areas which may be 7'0" min. - UBC Sec. 1207 (a). ---- Min. stairway headroom clearance is 6'8" - UBC Sec. 3306 (p). " - " _ Min. stairway width is 36" - UBC Sec. 3306 (b) and min. landing dimension in the direction of travel must also be 36" - UBC Sec. 3306 (g). iD Stairways min. run 9 "; max. rise 8 "; max. variation in rise and run 3/8" - UBC Sec. 3306 (c). Enclosed usable space under interior and exterior stairways shall be protected on the enclosed side as required for one -hour fire - resistive construction - UBC Sec. 3306 (m). Fire stops shall be provided in accordance with UBC Sec. 2516 (f) 2c. 36. Stairway handrails: min. height 34 "; max. height 38 "; handgrip portion shall be not less than 1 1/2" nor more than 2" in x- section dimension. Min. of one handrail required on all stairways with more than three risers. Min. 1/2" space required between wall and handrail - UBC Sec. 3306 (j). 37.w of 36" min. height shall be installed at unenclosed floor openings and open sides of stairways, landings, ramps, decks or porches more than 30" above grade or floor below. Open guardrails shall have a pattern such that a sphere 6" in dia. cannot pass through - UBC Sec. 1711. 38.0Under -floor (crawl space) cross ventilation is required equal to 1 sq. ft. for each 150 sq. ft. of under -floor area - UBC Sec. 2516 (c) 6. 39.P'Under -floor areas shall be provided with a min. 18" by 24" access opening - UBC Sec. 2516 (c) 2. 30" by 30" min. if mechanical equip. in under -floor area - UMC Sec. 709. 40. All sleeping rooms below the fourth story without a door opening to the exterior shall have at least one operable window that meets the following requirements: MINIPNM clear opening: 5.7 sq. ft. MAXIMUM sill height: 44" MINIMUM net clear opening height: 24" (x34 1/4" - 5.7 sq.ft.) MINIMUM net clear opening width: 20" (x41" = 5.7 sq. ft.) This also applies to basement sleeping rooms - UBC Sec. 1204. 41. Glazing in hazardous locations as defined in UBC Sec. 5406 (glazing in doors and adjacent to doorways, and glazing in windows located within 18" vertically of a walking surface) shall be safety glazed or protected. 42. Glass in sloped glazing (more than 15 from the vertical) and skylights shall meet the requirements of UBC Chapter 34. Skylights and roof and wall panels of light- transmitting plastics shall meet the requirements of UBC Chapter 52. Provide combustion air for fuel burning equipment per UMC Chapter 6. 4 Pressure relief valves and /or combination pressure /temperature relief valves shall be provided with a drain line to a floor drain with min. 1" air gap • or extended to the exterior of the building - UPC Sec. 1007. 45. Domestic dishwashing machines shall not be directly connected to a drain or waste disposer without the use of an approved airgap - UPC Sec. 608 (d). 46.✓ Fuel burning appliances shall not be located in any room used or designed to be used as a sleeping room, bathroom, or closet or any enclosed space opening into such room or space* UPC Sec. 1309 and UMC Sec. 704 (unless listed for such use). 47.v (including space heating and water heating equipment) shall be accessible for repair and removal in accordance with the UMC. 0 LPG fueled appliances shall not be installed in a pit, under -floor (crawl) space, or basement - UMC Sec. 504 (f). 49: Appliances located in a garage (or in an enclosure opening into a garage) shall be located out of the normal path of vehicles or protected from damage. Any portion of the appliance creating a flame, spark or glow shall be installed a min. of 18" above the garage floor - UMC Sec. 508. 50 Each water closet stool shall be located in a clear space not less than 30" in width and 24" in front of stool - UBC Sec. 511 (a). lab Toilet rooms without operable windows shall be equipped with an exhaust system ducted to the exterior - UBC Sec. 1205 (c). Showers and Tub /Shower enclosures shall have a smooth, hard, nonabsorbent surface to a height of 70" min. above the drain inlet - UBC Sec. 510 (b). Water- resistent gypsum board shall not be used over vapor barriers, in saunas or steam rooms, or on ceilings - UBC Sec. 4712. 53. Attic . access opening of not less than 22" by 30" is required - UBC Sec. 3205 (a). 30" by 30" if mechanical equip. in attic space - UMC Sec. 708. 54 Enclosed attic and rafter spaces shall have cross ventilation of min. 1/150 of the area of the space ventilated. The area may be 1/300 if provided equally at lower and upper portions of the space with min. 3' vertical separation of locations - UBC Sec. 3205 (c). 55.0Garage side of common wall between living space and garage shall be finished with materials approved for one -hour fire - resistive construction. This also applies to ceilings and bearing walls if living space above the garage. Self closing min. 1 3/8" solid , tight fitting door is required between house and garage UBC 503 (d) 3. Electrically wired, interconnected smoke detectors are required in all sleeping room access areas, near the top of stairways in upper levels, and near the bottom of stairways to basements - UBC Sec. 1210 (a). C P Wood stoves and factory built chimneys, and manufactured fireplace units and venting systems shall be installed in accordance with the manufacturers listing requirements and inspected during installation UMC Chapter 9 and UBC Chapter 37. 58. Masonry and concrete fireplaces and barbecues shall meet the requirements of UPC Chapters 23, 24, 26, 27 and 29. A chimney shall not support any structural load other than its own weight unless designed . as a supporting member - UBC Sec. 3703 (a). 59. 60. COPIES OF THE ITEM(S) CHECKED BELOW ARE ATTACHED (Copies of any of the items above or below are available upon request). Excavations, fills, foundations, and retaining walls - UBC Chapters 23 -and 29. _ Retaining walls - UBC Sec. 2308 (b) and 2907 (g) 4. Roof coverings and drainage - UBC Chapter 32 (Roof drains sized in accordance with UPC Appendix D). Roof sheathing - UBC Sec. 2516 (i). Wood combined with (supporting) masonry or concrete - UBC Sec. 2515. _ Floor sheathing - UBC Sec. 2516 (h). Wiring in plenums - UMC Chapter 10 and NEC. Fire and draft stops - UBC Sec. 2516 (f). Nailing requirements for connecting wood members - UBC Sec. 2516 (j). Enclosure of elevator, vent, and dumbwaiter shafts, and clothes and rubbish chutes - UBC Sec. 1706. Exterior wall coverings and exterior weather protection - UBC Sec. 1707 (d) and 2516 (g). Interior application of gypsum wallboard and interior and exterior application of lath and plaster - UBC Chapter 47. Manufactured wall and ceiling covering systems (simulated stucco, etc.) shall be installed in accordance with manufacturers requirements. Landings and floor level at doors - UBC Sec. 3304 (i). Cross connection control and back flow prevention - UPC Sec. 1002 and 1003. Treated Wood Foundation Systems - UBC Standard 29 -3. ' , T °,yA^ a ''N k rk i i . T \ 4 1 1 r 3 Wt+. _ v' cr ) A k e a k c : 4.'i' N1 r 4.44,';''''‘54/ . .r '� r k K S 'y : . + + t..+�.kr} 4 %. I r 1 ! < , y t . y } V r M I r'� V YRd • 53^ 4 4 s " [ } f r ,. �' • 11 � � �HrS�r d C y '� f { °L '• t ?t R 'g I Qyg l' rlr a l !' bi ra. • �;'i d \� i r,�.. k ; p �tt + 3 4 L J 4%I(. , i�wYa r. 7, f i,p V S ! ; # i 4 i y p.. 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T \ Ki >1 yA � %� %gyp crom � A.-g-7::,.., y ? - §t � \ /l , tI \ , /// / Crl 70 "rl S )+ T ; o N tkp . y �, e r . ► T )p - J -,i� — 1 o 0 0 Y' , 'r' C ' �' C _ / I it / R.0 _ :U Cl 1,Z r r J I J' - r 5 � 1 I Ii1 I _,I i E '/I/ 1p O La , 1 111 ; 4I / °E o m o C ' f " GARFIELD COUNTY / BUILDING AND PLANNING November 4, 1993 Mr. and Mrs. Elwyn Coulter 4487 County Road 233 Rifle, CO 81650 Subject: Bedroom egress windows at home at 14500 County Road 217 in Garfield County, Colorado Dear Mr. and Mrs. Coulter: In response to my phone conversations with you and the letter received from your attorney, Mr. Thomas Stuver I requested a written interpretation from the International Conference of Building Officials ( I.C.B.O.) regarding this issue. The response that I received from I.C.B.O. addressed only the removal of the window panels without the use of separate tools and did not address other points that I consider to be germane to the question regarding the intent and purpose of the code. In order to not further encumber your construction project by continuing the debate and in light of my correspondence with I.C.B.O. I have made the decision to permit the windows to remain as presently installed. However I wish to make it clear that I do not consider these windows to be appropriate rescue or egress windows complying with the intent and purpose of the code. This letter serves to advise you of my position, and to notify you that all liabilities associated with these windows I consider to have been assumed by you, your contractor and your legal counsel. If you have questions regarding this matter please contact me. Thank you for your communication on the matter. Sincerely, Art Hougland Chief Building Official cc: Mr. Jim Wilson Mr. Thomas Stuver 109 8TH STREET, SUITE 303 • 945 - 8212/625 - 5571/285 -7972 • GLENWOOD SPRINGS, COLORADO 81601 international Conference of Building Officials 536 J W R!IQAAN MJI'1L ROAD • WI CALIFORNIA 90601 -2298 • (310) 699 -0541 P 0 1 1993 j BOARD OF DIRECTORS OF GARP''IELU C.'C:AiN - 1Y PRESIDENT CHAIRMAN October 29, 1993 JON S. TRAW, P.E. BOB FOWLER, P.E., AIA, C.B.O. DIRECTOR OF BUILDING INSPECTION ABILENE, TEXAS FIRST VICE-CHAIRMAN JAN P. GASTERLAND, C.B.O. BUILDING CODE OFFICER ST. PAUL, MINNESOTA SECOND VICE - CHAIRMAN ROBERTJ. EPPSTEIN, C.R.O. DIRECTOR, BUILDING AND SAFETY FREMONT, CALIFORNIA Art Hougland IMMEDIATE PAST CHAIRMAN Chief Building Official P1111 M. HERRINGTON, C.B.O. Garfield DEPARTMENT OF Garfield Count BUILDING AND SAFETY Building RENO, NEVADA Building and Planning "O BULLOCK, BUILDING AL CHIEF 109 8th Street, Suite 303 F IDING AHFICI SANDY, UTAH PAUL T. EDGBRTDN Glenwood Springs, Colorado 81601 MANAGER, BUILDING AND CODE ENFORCEMENT VANCOUVER, WASHINGTON FRED HERMMI SUBJECT: Emerge,ncy or Rescue Openings CHIEF BUILDING OFFICIAL Section 1204 PALO ALTO, CALIFORNIA Uniform �} Code, Edition G. 1.ARSEN, C.B.O. Uniform Buildin Code, 1988 Edition DIRECTOR 00 BUILDING AND HOUSING CHULA VISTA, CALIFORNIA Dear ALAN P. OLSON, RA., C.B.O. Dear Mr. Hougland: ASSISTANT DEVELOPMENT SERVICES DIRECTOR PHOENIX, ARIZONA RONPERKEREWICZIC.B.O. This response is provided to your fax of October 15, 1993 regarding if DIRECTOR OF COMMUNITY DEVELOPMENT window panels may be removed to obtain the required minimum opening. COUNTY OF KITSAP PORT ORCHARD. WASHINGTON LARRY W. RICHARDS, C.B.O. Q: Is the removal of sliding window panels, without the use of separate DIRECTOR OF BUILDING SAFETY GLENDALE, ARIZONA tools, permitted to provide the minimum clear openahle area? RAIMAR W. SCHULLER, C.B.O. BUILDING OFFICIAL NEWPORT BEACH, CALIFORNIA A THOMAS R. THOMPSON, C.B.O. : Sliding windows with common operating hardware may be used if BUILDING OFFICIAL BROOMFIELD, COLORADO the minimum opening area, height and width are provided. Such RONK. WAITS. C.B.o. "units shall be operable from the inside to provide a full clear CHIEF OF BUILDING INSPECTIONS SAFETY DIVISION opening without the use of separate tools." The removal of panels , ANCHORAGE, ALASKA ROBERT O. WEBER. P.E.,C.B.O. in an emergency situation or event, to provide required openings DIRECTOR, DEPARTMENT OF BUILDING COUNTY OF CLARK may be permitted if removing the sliding panels is no more difficult LAS VEGAS, NEVADA ALLEN O. ZEPPER, C.B.O. than typical opening operation, and no tools are required. The BUILDING OFFICIAL STILLWATER, MINNESOTA acceptance of emergency escape or rescue openings is subject to approval by the building official.. • FAX NUMBERS Order Department (310) 6923853 Plan Review (310) 692-3425 ICBO E5, Inc. (310) 695 -4694 Administration (310) 699-B031 Regional Offices: 6130 Stoneridge Mall Road, Suite 120 • Pleasanton, California 94588 • (510) 734 -3080 Northern California (510) 463-3295 7998 Georgetown Road, Suite 900 • Indianapolis, Indiana 46268 • (317) 879 -1677 Indiana (317) 879-0966 6738 N.W. Tower Drive • Kansas City, Missouri 64151 Missouri (916) 741 -9475 y, • (816)741 -2241 Texas (512) 343-9116 9300 Jollyville Road, Suite 101 • Austin, Texas 78759 -7455 • (512) 794 -8700 Washington (206) 637-8939 2122 -1121h Avenue, N.E., Suite B -300 • Bellevue, Washington 98004 • (206) 451 -9541 • • Art Hougland Garfield County October 29, 1993 Page 2 It is hoped the above discussion will be of assistance in your consideration of this matter. If any further questions arise, please do not hesitate to contact this office. Cordially, 914— CL441C(1\ Floyd Apodaca, P.E. Chief Structural Engineer Plan Review Services FA:al fax: Art Hougland Garfield County • STUVER & GEORGE, P.C. ATTORNEYS AT LAW 120 WEST THIRD STREET P. 0. BOX 907 RIFLE, COLORADO 81650 THOMAS W STUVER TELEPHONE 303 - 625 -1887 RUSSELL GEORGE FAX 303 - 625 -4446 October 14, 1993 Don DeFord Garfield County Attorney 109 8th Street, Suite 300 Glenwood Springs, CO 81601 Re: Elwyn and Frances Coulter Garfield County Building Code Standards Dear Don: We previously discussed this matter by telephone. I am representing the Coulters in the matter of the issues which have arisen as the result of utilization of 4' x 3' sliding windows in the residence they are building east of Rifle Mountain Park in Garfield County. As I understand it, the County Building Department has indicated that the windows presently installed by the Coulters' builder in their home do not comply with the 1988 Uniform Building Code. After discussing this matter with the Coulters, and reviewing their plans and the pertinent provisions of the Code, I believe that the dispute that has arisen results, in part, from an erroneous interpretation of the Code, as applied to the Coulters' situation. The Coulters have installed five 4' x 3' sliding windows in bedrooms in the second level of the house. Those windows are wood framed windows having no center bar. The Coulters advised me that the windows may be removed from the inside without the use of special knowledge, tools, or effort resulting in a 9.92 square foot clear openable area. ��� We believe these windows meet the requirements for exits and emergency escapes, as set forth in Section 1204 of the 1988 Uniform Building Code. That section provides, in pertinent part: 1. The unit shall be operable from the inside to provide a full clear opening without the use of separate tools. 2. All escapes or rescue windows shall have a minimum net clear openable area of 5.7 square feet. Don DeFord October 14, 1993 Page 2 The Code further elaborates that even bars, grills, grates and similar devices may be installed on windows provided those devices have release mechanisms which allow them to be opened from the inside without the use of a key or special knowledge or effort. Certainly, the five windows installed in the upper story of the Coulters' residence afford emergency egress in excess of the standards which Section 1204 attempts to implement. On behalf of the Coulters, I am requesting that staff give consideration to the manner in which these windows are constructed and approve their use in the Coulter residence. If this dispute can be resolved on this basis, the 4' x 3' aluminum framed sliding windows which are utilized at the lower level and which do have a center bar, can be replaced with the easy to remove wood sliders and the Coulters' residential construction may proceed without substantial alteration in the building frame and exterior. As I indicated to you in our telephone conversation, it is the Coulters' contention that the plan elevations which were approved by the Garfield County Building Department do display sliding 4' x 3' window pairs in each of the elevations. We submit that it is appropriate for the County to accommodate the Coulters by accepting the resolution proposed herein. Very trul y•.rs, Tt jn. uver TWS:km cc Elwyn and Frances Coulter 3 { a October 7, 1993 Mr. and Mrs. Elwyn Colter 4487 County Road 233 Rifle, CO 81650 Subject: Bedroom egress windows at home at 14500 County Road 217 in Garfield County, Colorado Dear Mr, and Mrs, Colter: On September 30, 1993 a framing inspection of the home under construction off County Road 217 was conducted by Inspector Don Owens and me. During this inspection it was discovered that one window in each bedroom did not meet escape or rescue requirements as required under the 1988 UBC (Uniform Building Code) Section 1204 adopted by Garfield County. The windows did not meet the required minimum net clear opening of 5.7 sq. ft. This is not a new requirement and has been a building code requirement for the last twenty years. This deficiency was pointed out to Mr. Jim Wilson your building contractor and we discussed possible solutions to the problem. One suggestion was to increase the height of the window by lowering the sill of the rough opening and providing a sliding window that would meet the requirements of UBC Section 1204. Another solution was discussed, this involved the replacement of the window with another type that would meet the requirements of UBC Section 1204. One of these discussed was a moveable complying casement window with a smaller fixed glass window in the same frame that would fit the existing rough opening. Phone conversations with you showed that increasing the size of the rough opening was not acceptable to you. You also said that you believed that no other complying window would fit the existing rough opening. This week I made a visit to some window suppliers to check on the availability of windows that comply with the code and fit the existing rough opening with minimum adjustments. I found two suppliers that can provide such a window. One window would be an opening casement with an adjacent fixed glass, . the other window would be what is known as a french casement window and both panels would swing outward with no mullion separating the clear space. I spoke with you this morning, Mrs. Colter and offered to provide you with the names of the suppliers and contact persons. You made it clear that you 1 were not interested in this information, The code requirements for escape and rescue windows are adopted by Garfield County and it is not within my authority to approve windows that do not comply with this code. Windows complying with UBC Section 1204 will be required before final inspection or issuance of a Certificate of Occupancy for this house. Please contact me if you have any questions. I am looking forward to your cooperation on this issue. Thank you. Sincerely, Art Hougland Chief Building Official cc: Mr. Jim Wilson File INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS • BUILDING PERMIT GA FIELD COU TV, COLORADO 0 Date Issue `' . - , ,,:Toned Areal Permit No.. ? AG FE ENT 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 `::onstructio of the above descr'b•d structure, the pemit ma then be revoked by notice fron m e t ;i r a d∎ 1E I •E OME NULL AND VOID, � ddress or Legal Deseri n - . '�"' ? terli c nee - ymN bvi la Ne ' A artor 60 j at. 4 0 t•-I COIUST ° , Setbacks Front Side Side Rear , This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. INSPECTION RECORD . Zoning Roof Covering j, A 0, Electric -Final (by STATE inspector) Footing 7 .., - '_7 'r i tl 2 - /o - `i G -Cce Foundation - -' - { - Plumbing - Underground - /'rx- 'x r f ' '_`r 'I Gas Piping Heating Ventilation Vzw ,5 ry q -- Frame �3 - ?1 '- 9 y Insulation 3' /J. - 7.y .�a>i , Plumbing -Rough 3 ----- 24 7/f Drywall 4— ) 7.-7, r (Ii Electric -Rough ) / „ / - - (by STATE inspecloi ) c/- - 93 \ Final C_ S _ 9 , _ ' ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - . WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. i I THLS PERMIT IS NOT TRANSFERABLE Phone 945 -8212 109 8th Street, County Courthouse, Glenwood Springs, Colo. 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