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Home My WebLink About4298 . +"+s.::'"+•r•+;r." ... "^ nrnF.! r.^ �`.*F^,+1fM+w'+ „ ^,'?R'R'.'.. �. r `�"r^^ .;wu ....g....wer;.; ..�... 9. 04298 GARFIELD COUNTY '`t BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 896 -8212 a .. JobAddreaa 0427 C.R. 167 'Glenwood Springs NetureofWork Building Permit Use of Building Detached Garage Owner Art Arnie 9 e Contractor Leo Jatmaaron Ccnstructio❑ Amount of Permit: $ _ 133.65 Date: Bennett August 20, 1991 Permit $31.00 Plan $52.65 R. Bennett Clerk White - Treas. Canary - Office Pink - Applicant Gold - Duplicate - . ' 2 GARFIELD COUNTY �ry APPLICATION FOR BUILDING PERMIT J �'� /� U 1991 1 PERMIT NUMBER `TcL r `--' A /{}� 1a -4 ' please print or type DATE ® 44/ .~ 4' S.sors �c -. 3 1 S- o ica - ap - e 7 TO BE FILLED OUT BY APPLICANT PLOT PLAN / " ADDRESS 1 Z a1 NOTE: Show easements, , property line dimensions, : SUBDIVISION all other structures, specify north, and street v FILING # LOT # BLOCK # name. For odd shaped lots, or it space iS a _ TAX SCHEDULE # too small, provide separate plot plan. LEGAL (SEC /TWN /RNG) # OF BUILDINGS NOW ON PARCEL one USE OF BUILDINGS NOW ON PARCEL w NAME 4I /4404e 10 �G L � � q � L � 7 - RL 47 .MAILING ADDRESS I e.d4{ 00 CITY /.s. dwCC Srsb)�, _ PHONE x NAME ..._.__ `Y� z ADDRESS CITY w NAME 1 x_ [rata- o ADDRESS _ l a. i CITY wr t. „ sr, 4 r _ &, 3/ .® / 8 PPHONE q515-5 L , j E # CLASS OF WORK NEW 1/ ALTERATION ADDITION - -� DEMOLISH REPAIR MOVE MOBILE= HOME (make /mode..!) � � S.F. OF BUILDING S.F. OF LOT -- fil a,.c, # Or FLOORS HEIGHT # OF FAMILY UNITS # OF BEDROOMS INTENDED USE OF BUILDING e l.s46e ,- "i c GARAGE: SINGLE _ DEL CARPORT: SINGLE DBL. FRONT PROPERTY LINE FIREPLACE DOCUMENTS ATTACHED STREET NAME /ROAD NUMBER (,pfp /( /Zµa WATER SUPPLY //4 CHECK IF CORNER LOT _ DRIVEWAY PERMIT / MA. DESCRIPTION OF WORK fLA NED SITE PLAN L c7 /-4 -1-ec Jf e P to L e Ufa r 4 ,e_ BUILDING PLANS ' SANITARY SEWER CLEARANCE Art I hereby acknowledge that I have read this ON SITE SEWAGE DISPOSAL PERMIT A14 application and the above is correct and I OTHER DOCUMENTS (specify) agree to comply with all county ordinances _ and st laws regulating building construction . 1.visvYC+ -.. p ...'.r. S GNA RR �/' FOP. OFFICE USE ONLY VALUATION +,,..00 FLOOD HAZARD PERMIT FEE $ ir,n_1 PLAN CHEtK FEE $ 1 Z A,r- CERTIFIED BLDG ELEVATION TOTAL FEE $I 3,4 ' SCHOOL IMPACT FEE $ /JA__ SPECIAL CONDITIONS DATE PERMIT I SUED ZONING DISTRICT A /AP AR •[} PROBLEMS WITH PERMIT TYPE OF OCCUPANCY /y/] Al TYPE OF CONSTRUCTION V --- ADDITIONAL INFORMATION NEEDED S.F. OF BUILDING 6.2.4- S.F. OF LOT -# ` Fc(Cs MAX. HEIGHT u.-c- J3,/ ROAD CLASS. r^-. CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FRONT OR ENGINEER REAR RIGHT .E, •. T OFF STREET PARKING SPACES REQUIRED APPROVED: 4r II _ • ii . .� � • - . 91 APPROVED: r /.. ; j/, ,,.�- 8 - ' ?t i , NG DEPARTM i°TE .... PLANNING DE " 'T .N / DATE tr Se Thrd eir x-2 /c../C-) 4esi/ / e i r (mil/ LFy de G7 �.»• ' � , t? G7 4.� f .1, " u 0 II I • I I j I A11G . 1991 ELEVATION CERTIFICATE ° n No .3067-0Q A. FEDERAL EMERGENCY' __ _ �.. �e 'L ''.. NATIONAL FLOOD IN Post -Itt" brand fax transmittal memo 7671 # clears AT � i18tM 4 #M t s1l�'Icate does not provide a waiver Of the , - provide elevation Information necessary to ensure compliance with 1 •° /yffr/2irO 4 rt °m Trim B6 determine the proper insurance premium rate, and/or to support a re c Instructions for completing this form r i Meta; d c ° it¢ - D ept. 1 n SECTION A PROPERTY INFORM/ SgG ."l7/p . _ Fax Rt34. q#5 5 2 7 Fax BUILDING OWNER'S NAME f/ t - Art A • • STREET ADDRESS (Including Apt. Unit, Suse and/or Bldg. Number) OR PO. ROUTE AND BOX NUMBER .. COMPANY NAIC NUMBER 0475 County Road 167 I OTHER DESCRIPTION {Lot and Block Humbert etc.) A portion of Lot 21, Sec 1, T7S, R89W, 6th. P.M. CITY STATE ' • ZI CODE DDE . Glenwood Springs CO 81601 SECTION e FLOOD INSURANCE RATE MAP (FIRM) INFORMATION • Provide the following from the proper FIRM (See instructions): I 1, COMMUNITY NUMBER 2, PANEL NUMBER 3. SUFFIX A, DATP OF FIRM !NBC( 5. FIRM ZONE ti. BASE FLOOD ELEVATION • (MAO 2anf, usedepA) 080205 1465 B 1/3/86 C 5924 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): 1:71 7. nether (describe an back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: L1LLI_I.L I feet NGVD (or other FIRM datum -see Section B, Item 7), • SECTION C BUILDING ELEVATION INFORMATION I 1. Using the Elevation Certificate Instructions. indicate the diagram number from the diagrams found on Pages 5 and 6 that beat • describes the subject building's reference level _l._._ . • 2(a). FiRM Zones A1-A30, AE, Ali, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of L IJ °91.3 .5.1.I.J feet NGVD (or other FIRM datum -see Section B, Item 7). (Actuall Zone C ) ($). FIRM Zones VI -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of I _Lk_ 1 1 1 J feet NGVD (or other FIRM datum --see Section 8, Item 7). • (4, FIRM Zone A (without BFE), The floor used es the reference level from the selected diagram is I._.LJ .I. -.I feet above EJ or • below 0 (check one) the highest grade adjacent to the building. . (p). FIRM zone AO. The floor used as the reference level from the selected diagram is L 1 _J feet above 1.2 or below L 1 (check • one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowr!9t floor (reference level) elevated In accordance with the community's Eoodplain management ordinance? [_,j Yes 11 No 1 .-i Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: 7 NGVD' 29 0 Othctr (describe under Comments on Page 2)_ (NOTE: If the elevation datum used In measuring the elevations is different than that used on the FIRM (see Section Et Item 7), then convert the elevations to the datum system used on the FIRM and show the °Inversion squatter; under Comments on Page 2) 4. Elevation reference mark used appears on FIRM: Yes Li3 No (See Instructions on Page 4) used base too u ile 8. The reference level elevation is based on: fi as u c gaslrucllon 0 construction drawings (NOTE: Use of construction drawings Is only val /d If the building does not yet have the reference level floor in piece, in which case this certificate will only be valid for the building during the course of construction. A post - construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: L 1519 i t J.IJ feet NGVD (or other FIRM datum -see Section B, Item 7). • SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level Indicated In Section C. Item 1 is not the "lowest floor" as defined In the community's floodplein management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: L_.L. L _1_1. L -1 feet NGVD (or other FIRM datum - see Section g, Item 7). ■ 2. Date of the start of construction or substantial improvement _ _ , • FEMA Form 51.31, MAY 90 REPLACI $ ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION .1 ijj . 1 t RU G.16 1991 - Post -k brand fax transmittal memo 7671 papa ' / .. C1A • • - - SECTION E CER• to *war s ,..r/A4 E36C4 '6 Mar. Cif)7 y Co-g, (to G - ip certification is to be Signed by a land surveyor, engineer, or arc b eg. . phone A �� /_ � I ywMen the alovation Infarmetipy for Zon Al -A30, AE, Ali, F,kA� �37 Faz j� Community officials who are authorized by local law or ordinance to pro certllicatian, In the Case of Zones AO and A (without a F! MA or comm owner's representative may also sign the certification. to breakawaakawa Reference level diagrams 6, 7 enclosure size, location of Servicing eg r ui p t m� t area use, a i op certifier g s,orr u t niched area F e a ture(5�) then t F eatu e( n d l t included in the certification under Comments below, The diagram number, Section C, item 1, must still be entered, , I ands stand That an y false stateme may be punishable by or Impr underf18 orts to U.S. r Code, data 1001. available 00 f ar /ab /R L ICENSE NUMaER (or Alm SS) �� CEI3YIPI A - .e 2-0. r TiTLa r COMPANY A ME R [ . AI C. 0 .. r _ .. U ,(+�w ADDRESS cITV STATE ZIP � YI/d2 r SIONATUF w o• - o'A �41.;� lit Copies shout• be made of this Certificate for; 1) community official, ) Insurance agent /company, and 3) building owner. COMMENTS: — • ON PILLS, W ITH PWRS. OR COLUMNS A V SLAB sEMINT 9A 6LA8 A V p A Z ZONES ],ONES YQNeS ill flEFE1., pEF y L =�� lv II� l ioE FLOOD EVEL I 'I EFLOO Ox 11 - • ', ''. ASE I � A EFEHENCr EE 5 FLOCD BASE iV AB Jw� rMT LEVEI .1.000 CflI EL F LE E yM1SOx FEFIBE wC CORDS OST rill " V EL ' � I . k.`u P i,1 l \• I 1 / • ' ADJACENT C? "The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Ftevatiens for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. pane p • PERMIT 1 OWNE ( �cii) LOCATION ¢ C /CC_� /R' COOT T �4/\ /VOR 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 1988 EDITIONS OF THE CODES. THESE ITEMS ARE REQUIREMENTS FOR R -3 OCCUPANCIES ONLY (ONE AND TWO FAMILY DWELLINGS) AND ARE NOT ALL INCLUSXVE OF THE CODE REQUIREMENTS, BUT ARE MEANT AS A GUIDE TO SOME OF TUC 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 TIIE COLORADO ELECTRICAL INSPECTOR. THERE SIIALL BE A FINAL INSPECTION Ann APPROVAL OW ALL BUILDINGS AND STRUCTURES WIZEN COMPLETED AND REAJ)Y OR QCCy CY AND USE - UBC EC. 305 (d]. , h /� ,9l //{eMr r /,q c/yc e14/ co Aeg1,o!'nMentr even tic s „ - C 6citct W) Concrete for foundations and load beating slabs l 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 - ) 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). (I) Minimum concrete and /or masonry foundation reinforcement requirements are shown on the attachment. (Notes 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 leas 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). "4 Foundations shall extend a min. of 6" above finished grade - UBC 2907 (d). 0 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). (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 - UBC 2907 (f). 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 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 - UBC Sec. 2516 (c) 4. d? Manufactured trusses, and manufactured joists and beams (i.e. TJI /Micro- Lams, BCI /Versa -Lams, Glu -Lama, 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. (9. Beams, roof raftora, 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 leas 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 - - - and UBC Standards, 20. Roof live load (snow load) shall be 40 paf below 7,000 feet elevation -UBC Sec. 2305 (d) -dead loads shall be as required in UBC Sec. 2305. . ;.,.> is C c ,_, 21. Floor live load shall be 40 pat - UDC 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. (21). Headers over wall openings 4' wide or less shall be doubled 2" framing lumber on edge. Over 4' wide the header shall bo 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. (27A 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 -1l 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" galv. metal ties or No. 9 gauge galv. wire ties and spaced Lo 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 - UDC 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 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" in dia. cannot pass through - UDC Sec. 1711. 38. Under -floor (crawl space) cross ventilation is required equal to 1 aq. 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 widths 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 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 ouch 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) apace, 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, 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 - USC Sec. 1205 (0). 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- resistent 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 ,,1i�� (a). 30" by 30" if mechanical equip. in attic space -- UMC Sec. 708. ate•. 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 See. 3205 (c)...Z•yn4/ptcc 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-- - 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 - UBC 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 - 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 (1). �• Cross connection control and back flow prevention - UPC Sec. 1002 and 1003. Treated Wood Foundation Systems - UBC Standard 29 -3. ' I 0 i Vrf• a 4.1 ate. or e'•/ z . k ( 1 It h • • i .• r N ! ! , ! , L __'L_ „I_ I I i j I VIII II f ----A 1 rii ;j1! 1 1 II I \ i \ ,! 1! , , i \\,, . ! 1 ' c \ I t 1 1 I I , " I I ,,,/ , ` t I /1 ft ins! 9`?►1lLidS aaaM1� 9 "Q7. r O}ld 711 �� eitkatt . ntCT ,3 THIS CARD 3 116 • 21 ROLRS NOtSC Q F1it:i:a f • BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued2 q i..Zoned Area Permit No..70291 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 t. • Cou ty Building In •ect. and IMMEDIATELY BECOME NULL AND VOID, Eat 1 e e x_ M e .. Address or Legal 'sescription h rn et 1 ` p 7 , Owner Al r P) 0 Contracture", tratri Ca Setbacks Front Side Side Rear This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. INSPECTION RECORD Zoning Roof Covering / Electric -1' inal (by ST .a 1 E inspector) / Footing c- - - ' is � WY/ /1/1 F oundation _- Plumbing - Underground Gas Piping Heating Ventilation Frame Insulation Plumbing -Rough - Drywall Electric -Rough (by STATE inspector) Final 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. ' . i DO NOT DESTROY THIS CARD - APP ROVED t4