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Home My WebLink About4312 1 1; 1 / 4 3° 04312 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 91801 (303) 945 -8212 Job Address 0044 C.R. 130 Glenwood Springs Nature of Work Buildiaf Penult Use of Building Construct Cat owner Harry Bentaler Contractor owner Amount of Permit: $ 143.50 Date; September 6, 1991 Permit $90.00 Plan $53.50 R. Bennett Clerk White - Treas. Canary - Office Pink - Applicant Gold - Duplicate 1 GARFIELD COUNTY APPLICATION FOR BUILDING PERMIT / • PERMIT NUMBER �-f' please print or type DATE 9 Le L. I ) l TO BE FILLED OUT BY `e PLOT PLAN U (..Q ADDRESS 00 t Co A / ? ^ -) NC.)TE: Show easements, property line dimensions, SUBDTVIS TON � tier _ all other structures, specify north, and street . . FTI.,LNG # T,OT # ^ BLOCK # name. For odd shaped lots, or if space is a TAX SCHEDULE /? too sma i , provide separate plot plan. ::,F.GAT, (SEC /TWV /RNG) # OE BUILD.INGS NOW ON PARCEL a _ - - -• •• - -• - - - -- USE OF BUILDINGS NOW ON PARC:ET, y f l / e Fa RFlP'E A I^ Ir l� T ? � -- ..... __t I ,.. -tr k MAILING ADDR c39 Co r r`X . C7 !: I J b ( T IC PP3' G /e _47e o dcsip co PHONE. % 9 s ^ / 9-0 2 Am • LA ME ..cc I .�L7L7kF !ADDRESS _._.. ._ CTTY —__ a NAME !we cci ADDRESS I P _....._..•..._._............... ..__.— _.. _ 0I ONE ....__ LICENSE 'I .._..- ._...__ _ CLASS OF WORK NEW _ire, ALTERATION _ ADDITION DPMOhTSH REPA TR MOVE MORIf7? NOW (make. /model) /VA- _ S .7•' . 05 BILL LD.L NC 5.5. Oh' LOT # OF FLOORS ( HETGHT # OF FAMILY UNITS _A//}- # OF BEDROOMS - TNI'ENDED USE OF BUILDING GARAGE: STNGLS — _ DBLX CARPORT: SINGLE_ DBL _ —� FRONT PROPERTY LINE FIR Y.PT,ACF. DOCUMENTS ATTACHED STREET NAME /ROAD NUM73ER C, SJ,1 / 3.0 WATER SUPPLY AM- C.HRCK IF CORNER LOT _ _ DRIVEWAY PERMIT _ a '/ ^y--- •- .- DESCRIPTION OF WORK PLANNED SITE SITE PLAN [r .....__.._..�- ...�_T— ! -f ^A G.h4C�d� / 5'".47° BUILDING PTA.N.S 1 SANITARY SEWER CLEARANCE ATA. I hereby aclCnewl.erlye that 1 have read this ON SITI•: SEWAGE DI.SPOSAr, PERMIT . application and the above is correct and I OTHER DOCUMENTS (specify) agree to comply with all county ordinances and - ate laws regu i e building construction. ,may I ,,// /' ...... -. - -s _ - -_ —__. F 546 d °T -r '6oq C tt q p .7.. SIGNATUR� —._.,. ... ,�C• TOP. OFFICE USE ONLY VA LUAT'TON `T 4, FT 5 et . m o FLOOD HAZARD PERMIT FEE $_. � l b y PLAN GrrECK c FEE $.g i l y ELEVATION ° ' CERTIFIED BLDG ELEVA TOTAL KEE $� s�. 6) , co SCHOOL INTACT PEE $ QA.„ SPECIAL CONDITIONS DATE P /?RMI'P Su RD ZONING DISTRICT PROBLEMS WITH PERMIT WV TYPE OF OCCUPANCY ply TYPE OF CONSTRUCTION 1/.. /s,/ ADDJTIONAL TNFORMATION NEEDED S.F. OF BUILDING 7S'Q S.F. OP LOT 4 p,< j 'g «- MAX. HETGHT (2 ' ROAD CLASS. •r, CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FRONT OR ENGINEER REAR RIGHT T, •.FT OFF STREET PARKING SPACES %�(REQUTRED 7 APPP.OVEDeiI 11/// ..�,/� 8 27 0 ( APPROVED ._.aa_...,..•. - c t TILDING DEAR : EIT / ,DATE PLANNING AT E DOI ROAD , r- I r, �q N89 50',•0 'E 298.03' (BASIS OF BEARING) 4 —�� I �° I 6.19 ps 4""'1c6 --- �tse� 7 - 1 BLIC SERVICE CO�ANY o-\ 1. tem a o =--c. \ " . I �a - powER�INE 1 • r Rataln:n� W _ --� /�/ //� 1 1 Iypp ( / / 1 n fQ 1� rr NII °21'59 °IN rli `' 31.21' / i ` � kJ le ■ 1 � 1 5 � Z °3 0 , O p "W � N �� o Isa tO • \ Ldt 3 „" r \ v ' ' \ ` ,? ,A \ o \ \ 2 I ts cn ilk N 72 5 6 /0 ' 0 829 ° 6051" E i ' \ �� . 33.59 \ �r ervlce Ling 5 , ^ \ \ 6 \\ , l \ ' r \ \ u, X20' ACCESS AND r / 0 c• UTILITY EASEME � 4 \\ r r r 0 \) O \\ r r • \ elk T3a \ N 89 ° 50 E • `` \ �� \ 30.4 � �d' 01,. R N63 ° 22' men 16 O ° . �6 l 9.70' %j • S yA , ^ 24 5.1''' 1 y �d r ` -il ,NOCKT wT �� • LOT , % ila l N!t ":, \ ° �a � I. Nee °2a'oo "w --� .184 ac. ,, � \r, I L 5 60 S. � , t� A AO. i \ \'' 589 ° 50'00 "w `' � N . 147.90 144 • ° 0 EXIIIBIT "C" ` .. r PERMIT I owl 13 Y BFA/T27ER LOCATION Odd / /3 o CONTRACTOR THE FOLLOWING ITEMS MAY HAVE BEEN OMITTED FROM YOUR PLANS OR MAY NOT COMPLY WITH TEE 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. 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 READY FOR OCCUPANCY AND USE - UBC SEC. 305 (d). () Concrete for foundations and load bearing slabs is required to be 3000 psi in 20 days - UBC Chapter 26. Mortar and grout shall be in accordance with UBC Chapter 24 & Table 24 -A and 24 -8. 0) 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). (jl Minimum concrete and /or masonry foundation reinforcement requirements are shown on the attachment. (Note: these minimums apply only if a foundation soils investigation ie 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. 4. Foundation frost protection is 30" from finished grade to top of footing - UBC 2907 (a). (5)D 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). 7. Foundation walls enclosing a basement below grade shall be damp - proofed on the exterior with approved materials - UBC Sec. 1707 (d). - -- (8! 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 (i). 9. Exterior concrete or masonry piers shall extend 8" 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. (104 Manufactured trusses, and manufactured joists and beams (i.e. TSl /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 10" 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. Girders supported by masonry or concrete shall have 1/2" air space at top, aides, and ends unless treated or decay resistant wood - UEC 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, 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 - UBC Sec. 2517 (c) and (d) 2. 18. 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 - UBC Table 25 -V -S -1 and UBC Standards. 20. Roof live load (snow load) shall be 40 pelf below 7,000 feet elevation -UBC Sec. 2305 (d)- -dead loads shall be as required in UBC Sec. 2305. C C7 0 M 1." 21. Floor live load shall be 40 prof - 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 00 mph - UBC Sec. 2311. l ) 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) B. 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. q1712 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. 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. 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 par 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" gale, meta], ties or No. 9 gauge galv. 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). 32. Min. stairway headroom clearance is 6'8" - UBC Sec. 3306 (p). -- 33. 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). 34. Stairways max. run 9 "; max, rise B "; max. variation in rise and run 3/8" - UBC Sec. 3306 (c). 35. 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 1/2" space required between wall and handrail - UBC Sec. 3306 (j). 37. 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. 3B. Under -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. 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: 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. 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 a 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. 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 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). 51. 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 (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. Garage side of common wall between living apace 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 /B" solid door is required between house and garage- - UBC 503 (d) 3. -- 56. 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 UBC 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 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 0). 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 - USG 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 - UDC 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. a .. . ... . ... _ )5 crt ' - .3 a' 3Ler I , _ x 0 , 0 1 .%'‘ \ 4J. il rat-o• --3ov 6— a — C • . i: , , • 9' o" C a' 1 i , L t _ in _ ___ r, 1 , 1 1 1 a I I i ___ , I II 1 AI ill 11111 l'IJ I ch ei _--- --- _ ___, / e - 1 1 1 ki 111111 , 1 1111 1111 nap/ 1 1 c ic. i) 1 I 1 __. . ... ._ _. __. ._______ ._ ._7 . ._- - _- . ...._..7.___ - 1- _T-..±-._:._-_: 1 ______ ._- .__. ____.........____ . _ .. ,..,, _ = _. ._ -- ..._. .t. _ _,, _., .. . _. . _ _ _ . _ ___. . _ . _ ._._. _ _ _ ....._ _ _ ... . ______ _ _ . .___ ._.. , _ .__ . . ____. ____ _ ____ _ _. .. ___. , _ _ ,,. _ .._„ __ _.... tit C - gin. VI ___ flip: • • • • I ._.___. .,,... _ ..._....,... ...___.„ H 1 L--- 1-1 _„_ ___....... • •