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Home My WebLink About43070 ryry yTc04307a6"l GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 309 Glenwood Springs, Colorado 81601 303) 9434212 Job Address 0176 C.R. 156 Glenwood Spring Nature of Work Building Permit UseofBuilding Construct, partial second floor addition h • n Owner Ed Rosenberg Contractor James Frey Amount of Permit: $ 297,00 Date: August 28, 1991 Perrit $180.00 Plan 117.00 R. Bennett Clerk White - Treas. Canary - Office Pink - Applicant Gold - Duplicate GARFIELD COUNTY APPLICATION FOR BUILDING PERMIT 30PERMITNUMBER please print or type DATE L3-5 g ' S.5" 2/¢ Cab on TO BE FILLED OUT BY APPLICANT PLOT PLAN ADDRESS OI U I S6 PD i NOTE: Show easements, property line dimensions, SUBDIVISION all other structures, specify north, and street U FILJNC j LOT N T BLOCK H name. For odd shaped lots, or if space is P TAX SCHEDULE H too small, provide .separate plot . plan. LEGAL (SEC /TWW /RNG)OP BUILDINGS NOW ON PARCEL Op USE OP BUTLDINC.S NOW ON PARCEL IMAILING ADDRESS 17 Sete , 4....1- e S ICI e14--C t CITY CW..0 PHONE U NAME T ADDRESS CITY _ ___ a WORK NAME 4 tiln Ia enHA ^ 13'01 trine ft ...._....v. I CITY CU1S. 7J se-4-k j ' -- (Eden-Woe, / U PHONE' c(S- CLASS LICENSE N ll Se Ca nC/ Sof Jy Roo 7 f i.-11r NEW ALTERATION ADDITION L.'''. ocrs 4',dv PA'6S DEMOLISH REPAIR MOVE e MOBILE HOME (make/model) 4/4 S.F. OF BUILDING S.F. OF LOT OF FLOORS 414 2-w HEIGHT OF FAMILY UNITS 1 OF BEDROOMS C L INTENDED USE OP BUILDING i+.,.rp( ti R GARAGE: SINGLE' DBL CARPORT: SINGLE' DAL FRONT PROPERTY LINE FIREPLACE' DOCUMENTS ATTACHED STREET NAME /ROAD NUMBER r03I‘ WATER SUPPLY _ r p 1 CHECK IF CORNER LOT DRIVEWAY PERMIT -^ A TT—DESCRIPTION OF WORK PLANNEDSITE' PLAN 4 ..ol s f![cT 4. _1 trr v / c P C o . i c BUTLD1 NG PLANS 1.r tv n s-P. IP . SANITARY SEWER CLEARANCE ,' I as I hereby acknowledge that I have read this ON SITE SEWAGE DISPOSAL, PERMIT rp,4-application and the above is Correct and I OTHER DOCUMENTS (specify)agree to comply with all county ordinances Jr ate laws regulating building construction rJ1/44 o s /l2 -Kb ri t. FOR OFFICE USE ONLY VALUATION co "I4, 00 FLOOD HAZARD PERMIT FEE $00 PLAN CHECK FEE $/J 7,0 p A CERTTFTED BLDG ELEVATION 2.9'7.00TOTALFEEJ,7,00 SCHOOL .IMPACT FEE $ N,4.SPECIAL CONDITIONS DATE PERMIT ISSUED _ ZONING DISTRICT J L (M PROBLEMS WITH PERMIT TYPE OE OCCUPANCY 3 TYPE•. OF CONSTRUCTION 1.. ^/ADDITIONAL INFORMATION NEEDED S.F. OF BUILDING f S.F. OF LOT cm. MAX. HEIGHT 2 1t ROAD CLASS. -CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FRONT te OR ENGINEER REAR RIGHT LEFT OFF STREET PARKING SPACES REQUIRED t IF APPROVE/IS 11/41. _._ / APPROVED: „air ....,464 g'ZS' f :UTLDING DEPART ,N 000 DAf7•.PLANNING DEPARTME DATE el1l j Fliro Pas s / 17 07 le_ * )3 (/.4 ,) c (" e'7 4 a 7 gJC i1 1' I tit 1 a PERMIT #OWNEFj aJa5riVertP 7 LOCATION f'/7l fig_ CONTRACTOR THE FOLLOWING ITEMS MAY HAVE BEEN OMITTED FROM YOUR PLANS OR MAY NOT COMPLY WITH TIIE PROVISIONS OF THE UNIFORM BUILDING CODES. PLEASE CHECK ALL CIRCLED ITEMS BEFORE BEGINNING CONSTRUCTION. ALL REFERENCES ARE 1988 EDITIONS OF TIIE 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 REQUIRRMENTS. THE 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 RE O FOR DCC ANCY AND USE - UBC SEC.. 305 (d).l/ //e scyn/ ( anc/ d/ -' enlnl seven 2f#o -c .ix Concrete £o ou dations and load bear g slabs is required to be 3000 poi in 20 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 (£) and (g). 3. Minimum concrete and /or masonry foundation reinforcement requirements are Shown an the attachment. (Note! these minimums apply only if a foundation Boils 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 - UBC Sec. 2904 (a) and (b) and Sec. 2906.141 Foundation frost protection is 30" from finished grade to top of footing - UDC 2907 (a). t Foundations shall extend a min. of 6" above finished grade - UBC 2907 (d). 61 Provide for the control and drainage of surface water away from the building UBC 2907 (£). 7. Foundation walls enclosing a basement below grade shall be damp - proofed on the exterior with approved materials - UBC sec. 1707 (d). it% Foundation plates or sills shall be redwood or pressure treated wood (UDC - 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 8" min. above grade unless the poste 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. jd', Manufactured trusses, and manufactured joists and beams (i.e. TJI /Miero- 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 glo e, than 12" to the ground in crawl spaces shall be treated Or decay resistant wood - DEC Sec. 2516 (C) 2. 12. 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). 13. Floor joists under and parallel to bearing partitions shall be doubled UBC 2517 (d) 5. 14. Floor joists require full depth solid blocking and must lap a min. of 3" over bearing supports - UBC 2517 (d) 3. 15. Beams, root rafters, and ceiling and floor joists shall be supported laterally in accordance with UBC 2506 (h). 46) 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 - UBC Sec. 2517 (c) and (d) 2. 10. 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 Sea. 2517 (d) 3. 19. Floor joists and /or roof rafters are insufficient for the span - UBC Table 25 -V -J -1 and UBC Standards. 20. Roof live load (snow load) shall be 40 psf below 7,000 feet elevation -UDC Sec. 2305 (d) -dead loads shall be as required in UDC 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 spend shall be 80 mph - UBC Sec. 2311. 23. 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. Bearing 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 409 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. t2`T.. Wall 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 Sec. 2517 (g) 3. f211'. 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. 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. Masonry and stone veneer units (5" max. in thickness) shall have min. size of No. 22 gauge by 1" gals. metal ties or No. 9 gauge gale- wire ties and spaced to support not more than 2 sq. ft. of wall area but not 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). - - - -1 Min. stairway headroom clearance is 6'8" - UBC Sec. 3306 (p).331 Min. stairway width is 36" - UHC Sec. 3306 (b) and min. landing dimension in the direction of travel must also be 36" - UBC Sec. 3306 (g). Stairways max. run 9"; max. rise 8 "; max. variation in. rise and run 3/4 UBC Sec. 3306 (c) ,Ser e /y y . (Jf r' .,, f. , .d.r I " ilir: nr[lrC5) Enclosed usable space under interior and exterior stairways shall be protected on the enclosed side as required for one -hour fire- resistive construction UBC Sac. 3306 m). Fire stops shall be provided in accordance with UBC Sec. 2516 (f) 2c. 136. 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 1/2" space required between wall and handrail - UBC Sec. 3306 (1).al). Guardrails 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. 3d). Under -floor (crawl space) cross ventilation is required equal to 1 sq. ft. for each 150 sq. ft. of under - floor area - UEC Sec. 2516 (o) 6.391. Under -floor areas shall be provided with a min. 1B" 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: 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 - UDC 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 UBCChapter52. 43. Provide combustion air for fuel burning equipment per UMC Chapter 6. 44. 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 alrgap - 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, Appliances (including space heating and water heating equipment) shall be accessible for repair and removal in accordance with the UMC. 48. LPG fueled appliances shall not be installed in a pit, under - floor (crawl) space, or basement - UMC Sec. 504 (1). 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 10" above the garage floor - UMC Sec. 508. lo: 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).611 . Toilet rooms without operable windows shall be equipped with an exhaust system ducted to the exterior - UBC Sec. 1205 (c). 52. 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- resistant 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 yy a). 30" by 30" if mechanical equip, in attic space - UMC Sec. 708. f.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. Garage 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 door is required between house and garage- - UHC 503 (d) 3.15664, 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). 57. 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 UHC Chapter 37. 58. Masonry and concrete fireplaces and barbecues shall meet the requirements of UBC 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 and29. 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 - UDC Sac. 2516 (1). Enclosure of elevator, vent, and dumbwaiter shafts, and clothes and rubbish chutes - UDC Sec, 1706. Exterior wall coverings and exterior weather protection - UDC 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 - UDC Sec. 3304 (1). Cross connection control and back flow prevention - UPC Sec. 1002 and 1003. Treated Wood Foundation Systems - UBC Standard 29 -3. i rttlieit IC t l N. 1 s. tl°NINE A. IJ rlitC P Y' 40 t7 1 I •1,-,•!-•102 0,4:-,.. ,ii 0",:---r11-7). I - J•L 1 m T - t" E. m •l ., L mac cue r—II a Al:1 -o I r V1 1- •ll Gh 11 Y C I i.Ik 4"i i' ti5. J 1 e r N 1r:cc:la y c ic10I ‘< .._) i 1 r 6 Is r Y L f• A