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Home My WebLink AboutApplication- PermitJob Address Nature of Work Use of Building Owner T2 04473 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 :1335 C.. R. 1.1, Carbondale - ail din,.7.7 er t Poundal- :Lon Perrit: Eathy MeCi:eary elm tom e Contractor Amount of Permit: $ White -Treas. Canary -Office Pink -Applicant Gold -Duplicate 61.50 P e t. 37 () 17.' 1 an $24 . 05 Date. May 1.3 , 1992 R. Brenner t: Clerk 1 ::/ 2z— 239 TO BE_F� FILLED OUB _BY ADDRESS ��I SUBDIVISION FILING # , LOT TAX SCHEDULE # GARFIELD COUNTY APPLICATION FOR BUILDING PERMIT please print 3 104 on o n,c— PERMIT NUMBER LtLV73 or type DATE /" LC14, ' Z q _ c1 LEGAL (SEC/TWN/RNG) NAME MAILI CITY PPLICANT� ? r f BLOCK # PLOT PLAN NOTE: Show easements, property line dimensions, all other structures, specify north, and street name. For odd shaped lots, or if space is too small, provide separate plot plan. ## OF BUILDINGS NOW ON PARCEL_ USE0 BUILDINGS NON .- �?W PARCEL EL 0u C PHONE q--az-Og6 V X X U Z w CONTRACTOR NAME ADDRESS NAME ADDRESS CITY CITY PHONE LICENSE # CLASS OF WORK NEW ALTERATION ADDITION DEMOLISH REPAIR MOVE MOBILE HOME (make/model) ii- S.F. OF BUILDING /lc (9 S.F. OF LOT S2- ## OF FLOORS I HEIGHT # OF FAMILY UNITS ,V . # OF BEDROOMS A INTENDED USE OF BUILDIN �.•Ly cL GARAGE: SINGLE DBIj/ CARPORT: SINGL DBL FIREPLACE WATER SUPPLY DOCUMENTS ATTACHED A!� DRIVEWAY PERMIT SITE PLAN BUILDING PLANS ✓ SANITARY SEWER CLEARANCE /1// ON SITE SEWAGE DISPOSAL PERMIT—! "5- -t-1 OTHER DOCUMENTS (specify) (/..;17 d►7 C rim.-, 'P)/y -fvr ee/C# tI e I VALUATION// p o PERMIT FEE $77,0v PLAN CHECK FEE $2- D S— TOTAL FEE $��p5r SCHOOL IMPACT FEE $ 4/A -- DATE PERMIT ISSUED ZONING DISTRICT TYPE OF OCCUPANCY TYPE OF CONSTRUCTION 5.5. OF BUILDING (4 8 0) S.F. OF LOT _5(Lc 4 - MAX . 'MAX. HEIGHT NA ROAD CLASS. ,-- SETBACKS FROM PROPERTY LINE: FRONT REAR RIGHT LET OFF STREET PARKING SPACES REQUIRED FOR OFFICE 44 APPROVED: 1 DEPARTMENT DA kW/ (;1 i vu R t 4 Ca c-1 ?Q �7e C�ar��JI� e et+ j eft FRONT PROPERTY LINE STREET NAME/ROAD NUMBER CHECK IF CORNER LOT DESCRIPTION OF WORK PLA NED 4 11 //-t1 F, r1 L !1 i --a .'- qdP e Pc - e I fierebYy acknowledge that I ave read this aoplication and the above is correct and 1 agree + comply with all county ordinances and , ato laws regulating building construction ffi S G_ ATURE USE ONLY FLOOD HAZARD CERTIFIED BLDG ELEVATION SPECIAL CONDITIONS PROBLEMS WITH PERMIT ADDITIONAL INFORMATION NEEDED CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR OR ENGINEER Ya --APPROVED: PLANNING DEPARTM DATE PERMIT # OWNE � "Y / t EAR Y LOCATION CONT TOR A-///5 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 FERENCES ARE 1988 EDITIONS OF THE CODES. THESE ITEMS ARE REQUIREMENTS FOR OCCUPANCIES ONLY (ONE AND TWO FAMILY DWELLINGS) AND ARE NOT ALL INCLUSI E 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). (1�1 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. 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). 3. Minimum concrete and/or masonry foundation reinforcement requirements are shown on the attachment. (Note: these minimums apply only if a foundation soils investigaEion 1W 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 - UBC 2907 (a). SE.4?) 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). CDFoundation plates or sills shall be redwood or pressure treated wood (UBC - 2516 (c)), and shall be bg],t€d to the foundation with not Jess than 1/2" dia bolts embedded at least to concrete,or_masonry, spaced_ not more than rfe a art, min. of 2 bolts p g �___ per Piece and within 12" of each end of piece - UBC 2907 (f) . ^� - ___________-- 9. _____--- -- 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. 10. Manufactured trusses, and manufactured joists and beams (i.e. TJI/Micro- Lams, NCI/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. 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, 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 - UDC 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. f 19. Floor joists and/or roof rafters are insufficient for the span - UDC Table 25 -V -J-1 and UBC Standards. 20. 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. 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VI I1 Ca • • S 1, C) ,r I; fJ ,J1 Ali 44 I} r) FI of ..L0� Ui'i 11 -4 (4 C 1 -1 •li O I\ • •LI it 'IJ .-7 ° %/ ly .11 ,,.. 0 1V l' I.1 111 III I, f111 NJ 1 'V (moi 1.:,.: :4•.: __ C, 14 01 1:::::,....... er.d.ln...). 110,314:I /II ([7- dee01 ICI O 00' ..,1 n c.-„--.- 1CY I` _. . f2 _. 04 1`-l', _-r A,1 �y'' ` y 1 { , 111 IV h1) is . 41i 1.1 14'c_1 111 u1 (11 1: k .0 -.1,.4 0 d ,lrV41 !`J�1 41 ,U i rl O (� f• 0 1 rL',I w�`�rIuifm 4" C7( 11 I l N ,- 44 11 0 U r0 ra (n C se INSPEOTI. Olt ILL T' ' MADEIONLESs THIS: 4 N ' 'THE JOB 24 HOURS NOTI(,'.I. P[ Qi RI+lI FOR INSPECTIONS BUlLDINGMIT GARFIELD COUNTY,': COLORADO Date Issued'S—I oned Area.. AGREEMENT In consideration of the issuance of this permit, the applicant liereby'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 :'witli•• in . the zoning, location,• erection and construction of the above described structure, the 'permit may then be revoked by notice from tCounty Building I sppctor and IMMEDIATELY BECOME NULL AND VOID, Use_0 Address or Legal Description t, C r` bands 1 Owner H Ctry Contractor Catigek,V(0/11 Cererk7 Setbacks Front ermitN,o. f 1 Side Side Rear This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. Zoning INSPECTION RECORD Footing Roof Covering 1 Foundation Plumbing -Underground Electric -final (by STATE inspector) Gas Piping Heating Ventilation France Plumbing -R ough Electric -Rough (by STATE inspector) Insulation Drywall 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 .109 8th Street, County Courthouse, Glenwood Springs, Colo. APPROVED DO NOT DESTROY THIS CARD BAA IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC