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HomeMy WebLinkAbout4595 • N p49g GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 Job Address 0586 County Road 216, Rifle Nature of Work Building Permit Use of Building Addition /Solar Room Owner Veto J. "Sonny" LaSalle Contractor Owner Amount of Permit: $ 133.65 Date: September 29, 1992 Permit: 81.00 Plan : 52.65 S. Arrhvl eta Clerk White- Treas. Canary- Office Pink - Applicant .. Gold- Duplicate GARFIELD COUNTY ( q f APPLICATION FOR BUILDING PERMIT PERMIT NUMBER 445-9S � {/ / please print or type DATE 94 9 -9 7 --- Assessor's Parcel # TO BE FILLED OUT BY APPLICANT PLOT PLAN ADDRESS 05,4 . R,a. 4 16 Q \cIIa NOTE: Show easements, property line dimensions, SUBDIVISION all other structures, specify north, and street C • FILING # LOT # BLOCK # name. For odd shaped lots, or if space is • TAX SCHEDULE # q too small, provide separate plot plan. LEGAL (SEC /TWN /RNG) 5 % h 5 R {'a W # OF BUILDINGS NOW ON PARCEL / ' ‘ d NAME Vat) "SPAY. '� j c Pe. - USE OF BUILDINGS NOW ON PARCEL Apry,,a z MAILING ADDRESS .OS C A14, o CITY R;vlP. PHO..JE bas -37 It x ., NAME / a w ADDRESS CITY CO f / e / x NAME - / 0 F 5 V ' ADDRESS /� ITy `/ o PHONE LICENSE o 0 CLASS OF WORK 1,-,''' RK rel. b ( 0. NEW ALTERATION v ADDITION Proio5e4 ,�( DEMOLISH REPAIR MOVE Sol�rRK.'�N�}y MOBILE HOME (make /model) _ i S.F. OF BUILDI S.F. OF LOT . / f SOS' # OF FLOORS HEIGHT oS' # OF FAMILY UNITS # OF BEDROOMS INTENDED USE OF BUILDING S • otAAL Sp bC' GARAGE: SINGLE DBL CARPORT: SINGLE DBL FRONT PROPERTY LINE FIREPLACE DOCUMENTS ATTACHED _ STREET NAME /ROAD NUMBER WATER SUPPLY t 'z S T��N 9 CHECK IF CORNER LOT DRIVEWAY PERMIT It DESCRIPTION OF WORK PLANNED SITE PLAN fl BUILDING PLANS L n SANITARY SEWER CLEARANCE /Y4. I hereby acknowledge that I have read this ON SITE SEWAGE DISPOSAL PERMIT application and the above is correct and I OTHER DOCUMENTS (specify) agree to comply with all county ordinances and state laws regulating building construction. t � l � ` SIGNATURE /9 2 ° ! FOR OFFICE USE ONLY VALUATION 1.f/S' fO, 0 0 FLOOD HAZARD PERMIT FEE $6,1 PLAN CHECK FEE $ r j 2, c.r CERTIFIED BLDG ELEVATION TOTAL FEE $/?3 SCHOOL IMPACT FEE $ /WV SPECIAL CONDITIONS DATE PERMIT a ISSUED ZONING DISTRICT .+, ^ 450 PROBLEMS WITH PERMIT TYPE OF OCCUPANCY 3 TYPE OF CONSTRUCTION V — n / ADDITIONAL INFORMATION NEEDED S.F. OF BUILDINGM.0a S.F. OF LOT 3 MAX. HEIGHT ,�..— � ROAD CLASS. — CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FRONT4 . / OR ENGINEER REAR RIGHT LEFT OFF STREET PARKING SPACES REQUIRED . i I / /� Q APPROV��: +ING DEPA 1 • /, � / � APPROVED : PL �� ` � A 9-15-92_ x Improvement Location Certificate 57.9' 7,0'1 STORY FRAME C. W/ WALKOUT N PAD ONC • BASEMENT z <o' • PY„(, /' mP 0 _ . Z X I l a.3' � \ coNC. n ° Q 1/1, i. 1 39.3' m� WALK D EC REBAR & CAP \ 1 L.S. #14060 \ K I FOUND (TYP) ,�., G„ �� \ 5101.07' 1 / c 22.4 /O/ DRAINAGE CONC. k.a jOP/ i. / R WALL \ , \ 1 HOUSE. — --7 �/ ■ l f • • �P OVJERLINE i � ( • 1 � x • / L I \1 I/ / • ." • EXISTING • Ac. 2.325 A ± ;'!''gyp • FENCE 1. - / h 0586 CO. RD. 216 F " xr I I N — _ 1 S 88'09 /2 W 327.65' 89 W 2 .70 _�-"i \APPROX. 11E FROM SW COR. SEC. 5 LOC. DITCH N 45.51'37" E 2850.73' . $ 5 SCALE: 1" = 100' PROPERTY DESCRIPTION A PARCEL OF LAND SITUATED IN SECTION 5, 1.6 S., R.92 W. OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO SEE PAGE NO. 2 FOR COMPLETE DESCRIPTION IMPROVEMENT LOCATION CERTIFICATE I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PRE— PARED FOR VETO J. 8 JUDY G. LaSALLE . THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE. BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, 06/19/92 , EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IM- PROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THFRF IS NO APPARENT FVIDENCF nR cm' nc AKIN,/ CIICC\ACAIm rn nee r..,.• ,.� r ) / y � j _/ -) f- - -- - - - - - - -- - - -- - - - - - - -- V o J /Q. cSc El le c° -leo e k t so o c_ERID Cicua." -i P421 d I h Silt- ri eJ sct R c?l e, Co ax k1 Sind wat( 1 x 1 Cedcx plc && sL�% ex 'ior- A?,4r app.°A, stem L6' = i Co.c. m► Sn SL con�re#e s 4: 1 ( p r pu_ �1 Ltw1. I IILa sans/ Jwarsi ��l/a!!'t!!/l! / /!L resaraiiren - yCpe ot- atet a iri dicq ye' • 6 ,Asu_leeP 1 R-/0 / 6 a. " d (x-1 wa I Ern - t W eesff ucelks (l live. c� ortaile l l nAoLt) oC A Q(moox - 1 r Lu 6', SPt.ITV\ Lcictl 3 /6 Pee t \ Lb; & l t kCLV'e. q 3 6'` wood- d- a..)as5 d oor c&tJ c o x a feet Q ' *awle e-rect 4..14s 5 �`a� ( Fixed. do ,,.b le .e Pa'l-r o door c�(ass,� (1 x -trot( (ivv\e- &9jbtts oP f Ccovet ars Id X 16 CouNrY coPy 1 ,1 1 ( / PERMIT 1 OWNERJ/z7V /4 SALI_r ' LOCATION )SRt' [rll Z/e CONTRACTOR TIIE FOLLOWING ITEMS MAY HAVE BEEN OMITTED FROM YOUR PLANS OR MAY NOT COMPLY WITH TIIE PROVISIONS OF TIIE IHIIFORM BUILDING CODES. PLEASE CHECK ALL CIRCLED ITEMS BEFORE BEGINNING CONSTRUCTION. ALL REFERENCES ARE 1900 EDITIONS OF THE CODES. THESE ITEMS ARE REQUIREMENTS FOR R -3 OCCUPANCIES ONLY (ONE AND TWO FAMILY DWELLINGS) AND ARE NOT ALL INCLUSIVE OF TIIE CODE REQUIREMENTS, BUT ARE MEANT AS A GUIDE TO SOME OF THE MOST OFTEN ENCOUNTERED QUESTIONS RELATED TO CODE REQUIREMENTS. THE APPROVED PLANS RETURNED TO YOU SHALL. BE KEPT AT THE BUILDING SITE DURING CONSTRUCTION. FOR ANY REQUIREMENTS OF TIIE NATIONAL ELECTRICAL CODE CONTACT T11E COLORADO ELECTRICAL INSPECTOR. THERE SHALL DE A FINAL INSPECTION AND APPROVAL. OF ALL DIIILDINGS AND STRUCTURES I WHEN co,wLE'PED AND READY trim OCCUIW1CY ABU L SE - UBC SEC. 05 (d). 9 ,/( 1teM.s m el croy(nHe d / /cM e u / /ehne.n eve , not tittle . Concrete for ou dot one and load bearing abs is required to be 3000 pal in 20 days - UBC Chapter 26. Mortar and grout shall be. in accordance with UBC Chapter 24 6 Table 24 -A and 24 -B. p Masonry units, mortar, and grout shall be protected during cold weather in accordance with UDC Sec. 2404 (c). Concrete shall bo protectod during cold or hot weather in accordance with UDC Sec. 2605 (f) and (g). 3. Minimum concrete and /or masonry foundation reinforcement requirements are shown on the attachment. (Notot these minimums apply only if a foundation eons Investigation 1s not performed and the soils are assumed to have on expansion index of 20 or less and footing loads less than 2000 lbs /linear foot - UDC Sec. 2904 (a) and (b) and Sec. 2906. • C I) Foundation frost protection is 30" from finished grade to top of footing - UDC 2907 (a). Foundations shall extend a min. of 6" above finished grade - UBC 2907 (d). Provide for the control and drainage of surface water away from the building - UDC 2907 (f). 7. Foundation walls enclosing a basement below grade shall be damp- proofed on the exterior with approved materials - UBC Sec. 1707 (d). - -- 0© 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 ' - UDC 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 - UDC Sec. 2516 (di 4. 10. Manufactured trusses, and manufactured joists and beams (1.e. TJI /Micro- Lams, OCI /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 10" or wood girders clennr than 12" to the ground in crawl spaces shall be treated or. decay resistant wood - UDC Sec. 2516 (c) 2. 12. Girders supported by masonry or concrete shall have 1/2" air apace at top, olden, and ends tinlesn treated or decay resistant wood - UDC 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 UDC 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, roof rafters, and ceiling and floor joists shall be supported laterally In accordance with UBC 2506 (h). , 16. Columns, poste, 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 !tole 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 - UDC Sec. 2517 (d) 3. 19. Floor joists and /or roof rafters are nsufficlent for the span - UDC Table 25 -V -J -1 and UDC Standards. flirt 5 how h 20 Roof live load (snow load) shall be 40 poi below 7,000 feet elevation -UDC Sec. 2305 (d) -dead loads shall be as required in UDC Sec. 2305. • 1 21. Floor live load shall be 40 pat - UDC Sec.2304 (a) and Table 23 -A -1 - dead loads shall be as required in UnC Sec. 2304. Dade wind speed shall. be 00 mph - UDC Sec. 2311. 2 lleaders over wall openings 4' wide or leas shall be doubled 2" framing lumber en edge. Over 4' wide the header shall be sized for the span - UDC Sec. 2517 (g) 5. 24. Dearing walls supporting two floor loads are required to be a min. of 3" x 4 "or 2 "x 6" studs with a max. ;pacing of 16" on center -UDC 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 - UnC 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 etude (but not more than 2 successive doubled etude). No holes shall he bored nearer than 5/0" to edge of stud - UDC Sec. 2 517 (g) 9. Wall bracir'g required both sides of each corner and every 25 lineal feet - the braced panel must be a min. of 40" in width perpendicular to studs - UDC Sec. 2517 (g) 3. ci :. Approximate min. ].nnul.ation values are R -19 walla, R -25 roofs, and R -11 floors over unheated space - n0o plaint for morn npnclfic ror - "Colorado Energy Consetvallon Standards." 4./ti rip 29. Foam plastic insulation shall be separated from the building interior, including attics and crawl spaces, in accordance with UDC Sec. 1712. Other insulation (including duct and plenum Insulation and coverings per UMC Chapter 10) including facings shall meet the requirements of (IBC Sec. 1713. 30. Masonry and stone veneer unite (5" max. In thickness) shall have min. size of No. 22 gauge by 1" gals. metal ties or No. 9 gauge gaty. 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 - IIUC 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. UDC Sec. 1207 (a). - -- 32. Min. stairway headroom clearance is 6'8" - UDC Sec. 3306 (p). - -- 33. Min. stairway width Is 36" - UDC Sec. 3306 (b) and min. landing dimension in the direction of travel must also be 36" - Une Sec. 3306 (g). 34. Stairways rail. run 9 "; max. rise 0 "; max. variation in rise and run 3/0" - UDC Sec. 3306 (c). 35. Enclosed usable space under interior and exterior stairways shall be protected en the enclosed side as required for one -hour fire- resistive construction - (inc Sec. 3306 (m). Fire stops shall be provided in accordance with (Inc Sec. 2516 (f) 2c. 36. Stairway handrails: min. height 34 "; max. height 30 "; handgrip portion shall be not less than 1 1/2" nor more than 2" i.n 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 - UOC Sec. 3306 sed 37. Guardrails of 36" min. height shall be installed at unenclo floor openings and open sides of stairways, landings, ramps, docks 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 - UDC Sec. 1711. 30. Under - floor (crawl space) cross ventilation is required equal to 1 sq. ft. for each 150 nil. ft. of under -floor arna - (inc Sec. 2516 (c) 6. 39. Under-floor araan shall be provided with a min. 10" by 24" accena opening - UDC 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' 111111vn111 clear opening: 5.7 sq. ft. MAXIMUM sill height; 44" MINI1MUIM 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. tau Glazing in hazardoun locations an defined In Unc Sec. 5406 (glazing In doors and adjacent to doorways, and glazing In windows located within 10" 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 UDC Chapter 34. Skylights and roof and wall panels of light- transmitting plastics shall meet the requirements of UDC Chapter 52. 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 mi.n. 1" air gap 7 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 Hated for such use). 47. Appliances (including space heating and water heating equipment) shall be accessible for repair and removal in accordance with the UMC. 40. 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 10" above the garage floor - UMC Sec. 500. 50. Each water closet stool shall be located in a clear space not leas than 30" in width and 24" in front of stool - UBC Sec. 511 (a). 51. Toilet rooms without operable windows shall be equipped with an exhaust system ducted to the extetior - UDC Sec. 1205 (c). • 52. Showers and Tub /Shower enclosures shall have a mnooth, hard, nonabsorbent surface to a height of 70" min. above the drain inlet - UDC Sec. 510 (b). Water- redistent gypsum board shall not be used over vapor barriers, in saunas or steam rooms, or on callings - UDC Sec. 4712. 53. Attic accesd opening of not leas than 22" by 30" in required - UBC Sec. 3205 (a). 30" by 30" if mechanical equip. In attic apace - UMC Sec. 700. 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 - UDC 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 3/0" solid , tight fitting door is requited between house and garage IIEC 503 (d) 3. 56. Electrically wired, interconnected smoke detectors are required in all Bleeping 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 UBC Chapter 37. 50.. Masonry and concrete fireplaces and barbecues shall meet the requirements of UDC 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 - IIBC Sec. 3703 (a). 59. 60. COPIES OF TIIE ITEMS) 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 - UDC Sec. 2300 (b) and 2907 (g) 4. Roof coverings and drainage - UBC Chapter 32 (Roof drains sized in accordance with UPC Appendix 0). Roof sheathing - UDC Sec. 2516 (1). Wood combined With (supporting) masonry or concrete - UDC Sec. 2515. Floor sheathing - UBC Sec. 2516 (h). Wiring in plenums - UMC Chapter 10 and NEC. Fire and draft stops - UDC 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 - UDC 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 (1). Cross connection control and back flow prevention - UPC Sec. 1002 and 1003. Treated Wood Foundation Systems - UDC Standard 29 -3.