Loading...
HomeMy WebLinkAbout4322 e rr •. Tyr "T^1�"+ `T .wFas�+-...�.. • re ; ,,rs p..., -.•. ....�...yn.e- .,.n�a ^..-Tw .v .. —...ra ,... .gyp,,. N 04322. GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 0312 Buck Point Road, Panorama Ranch Carbondale Job Address Nature of Work Building Permit Use of Building Cons truct Shop /Storage, Studio Owner David B. Raker Contractor _ owner Amount of Permit: $ 222 n Date: September 20, 1991 Permit $135.00 Plan $ R. Bennett Clerk White - Treas. Canary -Office Pink - Applicant Gold - Duplicate am, GARFIELD COUNTY • APPLICATION FOR BUILDING PERMIT �� PERMIT NUMBER `� please print or type DATE `an -(-11 • 234a 1 17l 0/ on • TO BE FILLED OUT BY APPLICANT PLOT PLAN ADDRESS 0311_ Sq D4 61.1 CO $I(923I NOTE: Show easements, property line dimensions, SUBDIVISION 612'AMp� 2AYJQ ail other structures, specify north, and street a C PILING # LOT # 4 BLOCK I name. For odd shaped lots, or if space is : 9 r w TAX SCHEDULE # _ too small, provide separate plot plan- es ( LEGAL (SEC /TWN /RNG) � W T H OF BUILDINGS NOW ON PARCET, e7ne //��� �� {y 01 USE OF BUI LDI N , NOW ON PARCEL e 4 NAME P1212,01 '1, • MAILING SS 0 'eociL 'ahJT IV) R- c CT`I�Y e$4 � PHONE 'f-o - /lam ® = NAME (11e1 NeR _ _ .._..... - a w �ADDRES _ CITY . -- • o x NAME E .Were_ c; ADDRESS _,..._ ,.. CITY B PHONE LICENSE # • CLASS OF WORK NEW S,. T ALTERATION _ -_ ADDITION _- DEMOLISH _ REPAIR MOVE ___—_ • MOBILE HOMY. (make /model) S.F. OF BUILDING 1440 S.F. OF LOT 54C # OF FLOORS D j .... HEIGHT ' p't: # OF FAMILY UNITS # OF BEDROOMS INTENDED USE OF BUILDING C;►,{F 11,2 °p'° GARAGE: STNGLEX DBL_ CARPORT: SINGLE DBL _ r FRONT PROPERTY LINE FIREPLACE' • DOCUMENTS ATTACUED _ STREET NAME /ROAD NUMBER WATER SUPPLY NQ- L CHECK IF CORNER TAT • 41 DRIVEWAY PERMIT 9 7 .7 DESCRIPT )N OF WORK 'LANNED • SITE PLAN ,. act [ • '. trY• M BUILDING PLANS X /VA E 1 - SANITARY SEWER CLEARANCE' / v - 1 hereby acknowledge that I have read this ON SITE SEWAGE DISPOSAL PERMIT A/ application and the above is correct and I OTHER DOCUMENTS (specify) agree to comply with all county ordinances • and stat r-gulating building construction. 4 A ^ � i � , � p, _ STCNAT IRE T T � / O G R OFFICE USE ONLY VALUATION y/ � FEE Sara PLAN CHECK FEE $ e lm- - I CERTIFIEL'7 PERMIT BLDG ELEVATION TOTAL PEE $ 2_2_ 2 r 'Yn SCHOOL IMPACT FEE $ dm SPECIAL CONDITIONS • DATE PERMIT ISSUED _„ __, ZONING DISTRICT _ A � ej t2 PROBLEMS WITH PERMIT TYPE OF OCCUPANCY /�_ / -,— "". TYPE OF CONSTRUCTION (/- /V ADDITIONAL INFORMATION NEEDED S.F. OF BUILDING / OP LOT ;FS-GU, _ • MAX. HEIGHT f y ROAD CLASS. CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LTNE: FRONT A OR ENGINEER REAR RIGHT LEF OFF STREET PARKING SPACES REQUIRED n / ' V ' / � / APPROVE „dit `v( 9 APPROVED: r(, / LDING DEPAR'T'M A PLANNING DEP RT T / ® DAT AI ii A 11 ,44 f — /4- 4 `` ( y.... 4) ---- ' 22 ki‘' cl . cl- t.,4, T 31 y k i 6.c-i t -.2 ( ) 2-6 V �/'-V. " ....... I il biz I I l is ii 1 � . .. .. !i{ ?I� ii 1 f _ +i it 'f i .. j i l I 1 i I {. t ii 11_ . i . . ' 1 ' ,. . • . :_ rrr • • .• :ea. CA ITh :I -.. k . , . ••- ,•!,, . • I 7 Tr.•., . H. . A i • es, .,,, • --- ..(k 4 S- P) • , it „.. ...... ,.. op ....,.. . „„7'.....'• " .. i • • .. . 4 111. • H . . . • a . C:il • .• • , • • •• tgig . *T i er. I NI , . • gx •,,, : n . 4.1 ... i• a "1 pi ,), ...t• ..„,,.. ,,;• • ,,,,,,•, i „,,,:.....,...,„ ..„.. ....) \ . 0 .• ,..,„,„.•• .c • 1 fig, • •44.r y • , • • • \ ..- at A \ (0) ' Re- .,, fta 4-1 . \ ••• 6 . A, O• • 1 • e ‘ :::::26 6% \t • \ . \ ' • il , • r • . ,. • ... . ....• ..• ... „........... , .,.. „ ., . . • . , • .• . . .„ . . , H ..... , .„.... ....,, „•• ....,,...• .4 e'..' • . . • . ; . • . •. „... • • • • PRECISION Date 9 12a — Cl I Shone Ne By Prc,nct Na.. SPECIALTIES ENNect P.D. BOX 71 • CARBONDALE, CO 81823 • 945 -6943 J 1 { Le , � � 1 i i rr�T1 V Q J 1. • ' �q tn 4 *H r I gy I I I 4Lnt; � � � '�? i 1.4-6 1 ' Gl c �c ..... } I I 1 n-� I i n I i 1 Li 1 i 1 1 n ilf..04„` • -zli, i. [11H I I ! 1 Lam t I i 1 L 1 I; I i 1 } .....� f . I _. 1 I.1 1 � 1 I 1 eki ift 11 i i s l .. i ' V �1 ) I J� I' r 1� PERMIT 8 OWNER /MOW) 4 L /� I OCATION 0314 fi L C c c / CONTRACTOR THE 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 1905 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 TIIE 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). a) 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 -B. 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 - UBC Sec. 2904 (a) and (b) and Sec. 2906. 4. Foundation frost protection is 30" from finished grade to top of footing - Inc 2907 (a). ( �i�J } Foundations 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 - 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). - - q) Foundation plates or sills shall be redwood or pressure treated wood (UEC" 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 8" min. above grade unless the poste or columns which they support are treated or decay resistant wood. Columns and poste 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 - URC Sec. 2516 (c) 4. 0 Manufactured trusses, and manufactured joists and beams (i.e. TJI /Micro- Lams, BCI /Versa -Lama, 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. Girders supported by masonry or concrete shall have 1/2" air apace 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, 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. Enda 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 (0) 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 -J -1 and UBC Standards. Cp 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. ( Gt 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, 2`37 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 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 (q) 9. (2]. Wall bracing requited 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 - "ColoradoEnergy 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" galv. metal 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" an 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 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 8 ") 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" india. cannot pass through •- use Sec. 1711. 38. Under -floor (crawl apace) 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 - (INC 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. 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 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 00 mph - UBC Sec. 2311. !leaders 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 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 . C 7. 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 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 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" - MAC 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 0 "; 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 Soc. 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-soction 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 -- use Sec. 1711. 38. 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. 10" 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 heights 44" MINIMUM net clear opening heights 24" (x34 1/4" .. 5.7 sq.ft.) MINIMUM net clear opening widths 20" (x41" = 5.7 sq. ft.) This also applies to basement sleeping rooms - UBC Sec. 1204. i 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 1 N ,:, t 1) vr r A . VIA% N i / A! j D N 1 p rrrn� 11 �. ii y-1pp ( G ry T R H 6 5 li �I ~ V' i f ' i , i 1 f T p. 1 '• r. rf H . al T p ;14 F ,' , i vi \ s v , it r W , ...; L mw.W_ I i 9i .;✓ • gag > , w mo.0 " ... O ( V � , 1111 e € aid ^►€ lYa . 6 1f . A g111S II " tfig M 4 40 u n i Ji Ii ii i! !i i i; Z r— , / �n;y I if ti g . ¢ N A �l k w w ° g6 A _ 10 � a pg E r M 1 w IC c L L t i b ! uI iitii . n 71 i 1 TOTAL f'.01 JUL 22 '91 23:40 TRUSFRB INC. y it H g I � ©'i a 1 � a , CD 1 • 1 I-1 e � � (/I ''t 1 f ,4 1 �' ?' 1-.' , •:: t . 10 + 7 . .t iyt V ' M 1 f • t; ? u W i f 11f S i r 1 I. k j V ! +I r if W yppx J I. 1 I g b$ ii F ,. rr- , y "c I . --- • N L [ 1,1 1 . i_ r I .. A 1 H 1 -- a I / m ril � l i A 1 I T 1 Iii ,... _ —.f ........... . i 4.111 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB "w24 HOURS NOTICE REQUIRED FOR INSPECTIONS B 'PERMIT GA COUNTY, COLORADO Date Issued 2 . O A/zoned Area Permit No 43.2.1.... 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 Inspector and 1M DIATELY BECOME NULL AND VOID, Ilse J 412. ai'!7E + ' a s AA. . tr!«J 1 d Address or Legal Description el 3 �� e (1 e le A M r i �!•- - Owner to yl b V a Lidarier/Y Conti r0 3-11, �.. Setbacks Front Side This Card Must Se Posted So It Is Plainly Visible Fro INSPECTION R — Zoning R( El Footing -40 1 s 14 0 Foundation Plumbing - Underground Gas Piping ,. Heating Ventilation Frame (///..3)97 /bit Insulation Plumbing -Rough Drywall Electric -Rough 3 - ' z - 9 z • (by STATE inspector) r � „ . Final /;� / / /p7 ,?Y , J ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING — WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND THIS PERMIT IS NOT TRANSFERABLE Phone 945 -8212 1.0 8th Street, County Courthouse, Glenwood Springs, Colo. DO NOT PROVED b 'ROY IRIS CARD Date By tF PI.A,C1( OUTSIDE -COVER WITII CI.F IsR PI &STIC 1944 CERTIFICATE OF OCCUPANCY • • BUILDING DEPARTMENT 'H; • GARFIELD COUNTY, COLORADO hunted Without Fro . • October. 2.1 92• • • Permission is hereby granted to David B. Baker • • 43 A/R /1:17 19 • • Building Permit No. Zone District • • �;. • situated at 0312 Duck Paint Road, Carbondale Lot gig, Addition • • • • for the following ptnpose ronstrtct Shop /S td rape Studio • • Contractor Otannr (State Nature of,lLa) • • m s k White: Owner • No ° Green: Lending Agency • the use atm4 Wham a *Itput Gold: Contractor GARF. prior notice and certificate Yellow: Building Department / C OVNTMI �N - -' 4•P FITMENT • • ' ham are Building On Ammer kla Pink: Ammer ( : � ...: ; gy •