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HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 04 Job Address 0037 Re:Langton, Rifle Village South, Rifle Nature of Work Building Permit Use of Building Detached Garage Owner Owner/Randy Hesselberg Contractor Owner Amount of Permit: $ 59.40 Date Permit: 36.00 Plan : 23.40 White - T reas. Canary -Office Pink -Applicant Gold - Duplicate July 30, 1992 S. Archuleta Clerk Asse&Dr'sarcei Ar TO BE FILLED ADDRESS e7 SUBDIVISION e FILING # LOT f=? TAX SCHEDULE r LEGAL (SEC/TWN/RNG) GARFIELD COUNTY APPLICATION FOR BUILDING PERMIT please print or type PERMIT NUMBER IC36 6 DATE 7-30 " OUT BY APPLICAN e £, V' 4- BLOCK # p1 NAME I/1 / , - ! .11 -_ j MAILING ADD FSS pc9 „rp�[►�c.2 0�') CITY r e ( PHONE i.2 2.S -37tf' x a Z NAME ADDRESS CITY CONTRACTOR NAME T T P, i - ADDRESS CITY PHONE LICENSE # CLASS OF WORK NEW DEMOLISH ALTERATION ADDITION ]f' REPAIR MOVE \ MOBILE HOME (make/%yodel),4/'4- S.E. OF BUILDING 350--- S.F. OE LOT/2_000 t ## OF FLOORS ( HEIGHT —1_1,2_,/e" OF FAMILY UNITS 4_ # OF BE ROO SA14— INTENDED USE OF BUILDING 41,e 4- 6, — GARAGE: SINGLE DBL j% CARPORT: SINGLE DBL FIREPLACE DOCUMENTS ATTACKED WATER SUPPLY - CT ic1� DRIVEWAY PERMIT SCG , W,Z a SITE PLAN L--- 1 BUILDING PLANS ✓ SANITARY SEWER CLEARANCE e-_-.-,)(Y,5,1r7 ON SITE SEWAGE DISPOSAL PERMIT OTHER DOCUMENTS (specify) ,?6347 r 6� Gde �q 4 OR OFFICE VALUATION PERMIT FEE TOTAL FEE J -S--p ' a $36,60 . ALAN CHECK FEE $ $57,4...c) SCHOOL IMPACT FEE $ /V T DATE PERMIT ISSUED ZONING DISTRICT TYPE OF OCCUPANCY TYPE Or CONSTRUCTION fl/ S.F. OF BUILDING 3 S.F. OF LOT Z2._Off n MAX. HEIGHT . / 7 r ROAD CLASS. SETBACKS FROM PROPERTY LINE: FRONT REAR RIGHT LETT OFF STREET PARKING SPACES REQUIRED PLOT PLAN NOTE: Show easements, property line dimensions, all other structures, specify north, and street name. Fox odd shaped lots, or if space is too small, provide separate plot plan. # OF BUILDINGS NOW ON PARCEL (Qv). USE OF BUIL INGS NOW ON PARCEL 1--- 5 ►.cL e Ll c e I3OCC- 4P?Roved % Loab - �L�IN sib', P /2a/9z--- 2,M, PreA4/ FRONT PROPERTY LINE STREET NAME/ROAD NUMBER CHECK IF CORNER LOT DESCRIPTION O�WORI� PLNED 6:312 -5 -LLC I hereby acknowledge that I have read this application and the above is correct and I agree to comply with all county ordinances and state laws regulating building construction. SIGNATURE USE ONLY FLOOD HAZARD CERTIFIED BLDG ELEVATION SPECIAL CONDITIONS APPU(4141. )401. PEA:WirgAii Ei�v�Tp� cew=ciFi[,wi Pr-kog io f1N iM 3 --no'( PROBLEMS WITH PERMIT ADDITIONAL INFORMATION NEEDED CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR OR ENGINEER APPROVED: PLANNING DEPARTMENT 9.-3011, DATE Fnd. 5/8 Rebar (bent) ICY Al ley N.89°31'199 W. 110.00 0 0 0 S.00° 32' 20"E 'Wire Fence 55.00 24.9 24.9 10`x Storage Shed BLOCK 3 Jo 14.2 3 L 7 c\J . Wood Frame, (.6 cJ House 45.8 Wire Fence N.89°3119 W. Edge of Pavement Remington Drive 45.00 Wire Fence Wood Deck upstairs 0.00 DESCRIPTION -, Block 3, Rifle Village South Subdivision, Filing 1, Garfield County, and also addressed as: 0037 Remington Drive, Rifle, CO 81650. N STATEMENT Acieetev- 1. PERMIT $ OHNE .• � LOCATION 0 03 7 CONT CT 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 1908 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 SIIALL 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 WIIEN COMPLETED AND READY FOR OCCUPANCY AND USE - UDC SEC. 305 (d). 1 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 UAC Chapter 24 & Table 24-A and 24-B. 2. Masonry units, mortar, and grout shall be protected during cold weather in accordance with UHC 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 leas than 2000 lbs/linear foot - UHC Sec. 2904 (a) and (b) and Sec. 2906. 4. Foundation frost protection is 30" from finished grade to top of footing - UBC 2907 (a). Foundations shall extend.a min. of 6" above finished grade - UDC 2907 (d). B. 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 - UDC 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 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, HCI/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 - 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 UHC 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 - UHC 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. 9) Roof live load (snow load) shall be 40 pnf below 7,000 feet elevation -UHC °ter Sec. 2305 (d) -dead loads shall be as required in UBC Sec. 2305. C6 ti C 21. Floor live load shall be 40 pef - 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 ,- UDC Sec. 2311. 23. 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 401 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. 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 - UHC Sec. 2517 (g) 3. 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" 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" on center. Approved building paper must be applied over the sheathing or studs - UHC 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" - UHC Sec. 3306 (b) and min. landing dimension in the direction of travel must also be 36" - UBC Sec. 3306 (g). 34. Stairways min, 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 - UHC 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. 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. 18" by 24" access opening - UHC 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: IIINIINN clear opening: 5.7 sq. ft. 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. Glees 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. Provide combustion air for fuel burning equipment per UMC Chapter 6. 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. omen c d1 1iiwashing 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. 48. 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-resistent gypsum board shall not be used over vapor barriers, in saunas or steam rdoms, 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. 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 - UBC Sec. 3205 (c). 55. Garage side of common wall between living space and garage shall be finished with materials approved for ane -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, tight fitting 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 - URC 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 UDC 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. GO. COPIES OF THE ITEM(S) CHECKED BELOW ARE ATTACHED (Copies of any of the items abor below are available upon request). ovExcavations, fills, foundations, and retaining walls - UBC Chapters 23 and 29 Retaining walls - UAC Sec. 2308 (b) and 2907 (g) 4. Roof coverings and drainage - UBC Chapter 32 (Roof drains sized in accordance with UPC Appendix D). Roof sheathing - UHC Sec. 2516 (1). 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 - UHC Sec. 1707 (d) and 2516 (g). Interior application of gypsum wallboard and interior and exterior application of lath and piaster - USC 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 - UDC Sec. 3304 (i). Cross connection control and back flow prevention - UPC Sec. 1002 and 1003. Treated Wood Foundation Systems - UBC Standard 29-3. ! • i .f • r • • f 1 i kI. • 17.j4 I ?..`4MtM. --7 /c /1L rr? ( de/el e t) ) 1t J-llr.iirou ''_ r'l��[�i�n�iuiitiiti� w 36" x 36" WINDOW111 lb --11,_ I 1" N LOCATE DOOR AND WINDOW AS DESIRED 3'-0' x 6'-S" DOOR 9' x 7' OVERHEAD SECTIONAL DOOR CONC.'AETE APRON „ FLOOR PLAN ONE AUTO GARAGE WITH STORAGE ROOF PITCH = 12/4 FRONT ELEVATION BUILDER MART" ROOF SHINGLES 1 x 6 RAKE BOARD 1 x 6 FASCIA HORIZONTAL LAP SIDING 1' x 4' DOOR TRIM METAL CORNER TRIM A GARAGE MODEL DL 1624 0 1985 ROOF PITCH = 1-14 REAR-ELEVAT1ON ROOF SHINGLES HORIZONTAL LAP SIDING METAL CORNER TRIM I II T 1 T 1 III 1 I 1 I 1 1 I- TL1� f 1 1 1 11113 I 11 1 I r 11111T1111)f)�f111i1i1111111 D 36' x 36" WINDOW x 6'-B" 110011 RIGHT ELEVATION LEFT SIMILAR ROCF PITCH = 12/11 ENGINEERED TRUSSES BY MFGR 4° CONCRETE FLOOR SLAB - SLOPE TO DOOR OMIT ONE COURSE OF BLOCK AT OVERHEAD DOOR 1' EXPANSION JOINT 1I=11 HORIZONTAL LAP SIDING ROOFING SHINGLES 1/2".ROOF SHEATHING METAL EDGE DRIP -1x6FASCIA �IIff4 IU�kj®�, CROSS SECTION AVM' SOFFIT 1/Z' FIBERBOARD SHEATHING HORIZONTAL LAP SIDING 2 x 4 STUDS AT 16' ON CENTER FOOTA6IETAIIS hill • ,f c S W' w ELEVATION PANEL 'A' ELEVATION PANEL "Cr Z x 4 TIE PLATE 2 r 4 TOP PLATE ELEVATION PANEL "C'' 15'-5" GABLE TRUSS 1 x 4 HRIDGIHG 2'-0' ENGINEERED ROOF TRUSSES AT 24' ON CENTER x 5' HARDWARE DOOR SURROUND 0 BUILD DOOR HEADER ON SITE GABLE TRUSS 4'-10' 1 g7 T FPI 0 • O 1111 1111::1211: 4 HOTTOtI PLATE 2 x 4 CRIPPLE 4 STUDS AE 16' ON CENTER 11 CO NER BRACING EACH END -2 - 2 12 HEADER 11 4'-8 HEADER 2 x 4 TOP PLATE 2 x 4 TIE PLATE WALL, & ROOF FRAMING PLAN NOT TO SCALE DIMENSIONS ARE CORRECT ELEVATION PANEL "E3" 0 0 17.1 RCN PITCH = 12/4 CONT 2 x 2 BLOCKING CONT. COVE MOLDING CONT. QUARTER HOUND FINISHED MASONRY ELEVATIONr0-0' ROOF SHINGLES 615 FELT UNDERLAYMENT DOE.SN HING ENGINEERED TRUSSES BY MFGR 1 x 6 FASCIA S. SOFFIT HORIZONTAL LAP SIDINGta 1/2' FIBERBOARD SHEAT. TREATED WOOD S[LL -op,A 2 x 4 PRE-CUT WOOD STUDS A 1/2' ANCHOR BOLTS If1Jfllll;�1111� �jj�j �llHlll'�_!Hs WALL SECTION 8 x 8 x 16 CONCRETE BLOCK CONCRETE FOOTING PER LOCAL CODE �— METAL EDGE DRIP 1 x 6 RARE BOARD — RAKE ASSEMBLY COVE MOLDING STANDARD RAKE DETAIL 4" CONCRETE SLAB OVER WELL COMPACTED FILL REINFORCED WITH WIRE MESH PER LOCAL CODE - SLOPE TO DOOR v01.0 gLol ¢r.oM %Q t ; 1-•-.44" 70 7, EI=�FINISHED I7. 7. E gg i -.'fid ...= _ FINISHED FLOOR ELEVATION -2' / CONCRETE FLOOR SLAB -SLOPE TO DDDR OMIT CAE COURSE OF BLOCK AT OVERHEAD DOORmaI FLOOR ELEVATION -4 W ` _ iiarut1 Merl-ii111111 �:0IU 1 1/24 ANCHOR BOLTS ISEE PENT) TREATED WOOD SELL ICa� OI FOUNDATION PLAN & ANCHOR BOLT LAYOUT H0R120NTAL LAP SIDING 1/2" FIBERBOARD SHEATHING 1 x 4 TRIM — 1/2" HOOD SPACERS 2 x 4 TIE PLATE .2 - 2 x 12 HEADER BUILD DOOR HEADER ON SITE 16' 0" x 7'-0" OVERHEAD DOOR OVERHEAD DOOR HEADER DETAIL NOTE: BUILDER TO PROVIDE & INSTALL FOOTING & FOUNDATION %Nilj �Ir.al BE1Dl F r.i LINE Dn0 ?4 ef ALTERNATE FOUNDATION `S �•-+ DETAIL T.�p C H NOT TO SCALE DIMENSIONS ARE CORRECT tLtVJR LI.UPl i,,tK 1 11'1l,.rH 1 czrin s,at�Neaoleso FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM Th, form le to be veed ter; 1) Poe1,.F1RM conetruollon only when the bene flood Information l eveileb10 !Or the bulldlri(741',0; anq1-2) Prr-FIRM, hulldinga rated using Pact F1p1IA rulaa. Inetruotione IOr eprnplVting lhls IO+M can ha round on Iha ravorsa aide. HESSE;LLER6 a fianrftxl r,li and Pailel a f t'Ft a r• - ` 0037 Peninrfton Drive POLICY NUMBER STREET ADDRESS APt-A/LIMt•Li • ulle.SJBIdo. B NO, R :r` Lots 3 & 4, Blocl: 3, Rifle Villago South Subdivision, Garfield County, Colorado !ABER OTHER DESCRIPTION (Block and lot numbers., etc.) CITYPicle Colorado 81650 STATE ZiP CODE This form is fa be completed by a land surveyor, engineer, or architect who is authorized by stele law to certify elevation information when the elevation information for zones A1.A30, AE, AH, A(with DFE), VI -V30, VE, and V(with SIFE) ie: required. in the case of zona AO, the building officlat, the properly owner, or the owner's representative should complete the information in Section 1 and may also complete the certification- Community officials who ars authorized by focal 10w or ordinance 10 provide flaodpleln management information may also complete this roan. SECTION I BUILDING ELEVATION INFORMATION • ti q r 4 1 1. Using the Flood Insurance Manual or the NFIP Flood insurance Application --Part 2 Worksheet, Indicate the proper diagram number 2. FIRM Zones Al -A30, AE. AN, and A (with LIFE). The top of the reference level floor from the selected diagram is at an elevation of feet NGVD. (or other dalum—see #5) 3- FIRM Zones V1430, VE, and V (with EWE). The bottom of the lowest horizontal structural member of the reference level floor from the selected diagram Is ai an elevation of loot NGVD (or other datum—see #5)- 4. FIRM Zone AO. the floor used es the reference levet from the selecled diagram is W1tee1 above highest natural grade next lo the building (also enter in line B. This value must be equal to or greater than the AO Zone flood depth number listed below. If no flood depth number Is available, is the building's lowest floor (or reference level) elevated in accordance with the community's floodplain management ordinances?' Yes ❑ No © Unknown 5. Indicate the elevation datum system used in determining the above reference level elevations: ❑ NGVD ❑ Other (describe On back) 6. Indicate the elevation datum system used on the FIRM for base flood elevations; ❑ NGVD 0 Other (describe on back) (ATTENTION: If the elevation datum used in measuring the elevations is different then that used en the FIRM, than the elevations provided must be converted to the datum syafem used on the ;RM.) 7. Is the reference level based on actual construction? 0 Yes [1 No' ' A "No" answer is only valid if the building does not have the reference level floor in place- Fill in the elevation based on construc- tion drawings and do net complete question #8, If "No" is checked, this certification will be valid only for 'buildings in the course of construction. After construction of the reference level floor Is completed, a post -construction elevation certificate will be required for continued flood insurance coverage. 8. Provide the following measurements using the natural grade next to the building (round to the nearest foot). a, The reference level fa! b- The garage floor (if applicable) is: 110 feet E1 above ❑ below (check one) the highest grade, w feet ['above ❑ below (check one) the highest grade. 121' feet above ❑ below (check one) the lowest grade, W feet ❑ above ❑ below (check one) the lowest grade. SECTION 11 FLOOD INSURANCE RATE MAP INFORMATION Provide the following tram the proper FIRM (see lnetructio)1s on back—Oats of FIRM) and accor(tpanying insurance appIt ation: •T11 - +e 0^0205 • .11 • a 13r V Ix DATE OF FI ZONE BASE FLOOD ELEV. FMITAUlifiTTESTIIATY1Th LtT (In AO Zone, Use depth) ELEVATION ESTABLISHED FOR ZONE A 1.0 OR ZONE V, IF AVAILABLE 1/3186 AOft Elevation reference mark used appears on FIFtM (I Yes ❑ No (See reverse side for details) SECTION 111 CERTIFICATION 'This cern7iation is to be signed by a land surveyor, engineer, or architect who is aulhorrzad by state law to certify elevation information when the elevation information for Zones Al -A30, AE, AH, A(with BFE), V1 -V30, VE, and V(with OFF) is required_ In the case of Zone AO, the building official. the property owner. or the 0wrrer's representative can sign the certification. Community officials who are authorized by Foca; law or ordinance 10 provide floodplain management information, may also sign the certification. ! certify (het the Information on this certificate represents my best efforts to interpret the cfals Pverfab e. l understand ;het an false statement maybe punishable by line or Imprisonment under is 1J. S. Cede. Bastion 1001. Pldford L. Coolbaut li CERTIFIER'$ NAME Surveyor Colorado P.L.S. 10W1 LTOERf i UhIbER (or AlfiK sew Shale Country Surveying TITLE 215 flutter Avenue { noFtEs$ 5IGNATURIE ! DATE PHONE cOAAPAuy NAME Rifle CO i31(150 3 02_ STATE ZIP 303) 626-3977 The Inaut,ncs agent should attach the original copy et the completed form to the flood InsUrente policy application. The second copy should be supplied to the potleyhatder and the third copy retstned I y the Agent. The fourth COMiceli Is for the Miceli permit attic., If req,.ired. Tule FORM MAY ee REPRODUCED. FOR OPTIONAL COMMUNITY USE: Is the reference level also the lowest floor under the community's tloodplaln management ordinances? ❑YES ONO 11 NO the elevation of the IOweat troor is feet NOVO- 1 1 Jr //:,,,. r4 . , t , f . i 1 'J 11 ! '', I . �.. r t r ' r r` I A rK(1�3_i 7? !q /1771 r .1 FAX ROUTING SHEET TIME - NO. OF FAG TELEPHONE NUMBER Remarks FROM P. 01 posorinimiiimimomms AMERICAN FAMILY MOZEIMEGMBEis AND MME SIOVIESS 101171 /4-5.3r/617,- LocAnood 093 < /77e TELEPHONE HUMBER eArof/01.1 r0e/4-47/0 74./ Zeb/c1,-,--;1 Pro4-7drol-4 MIS - 01623 Rev. 8/90 N2 2000 Permission is hereby granted to CERTIFICATE OF OCCUPANCY BUILDING DEPARTMENT GARFIELD COUNTY, COLORADO Building Permit No 4485 and_4536 Randy fiesselberg Issued Without Few February 419.9: Zone District situated at 0037 Remington, Rifle Village South, Rifle Lot Blk Addition for the following purpose Enclosed Carport and Detached Garage (State Nature of Use) Contractor Owner TAKE NOTICE No change shall be made In the use of this building without prior notice and certificate from the Building OHiclai. White: Owner Green: Lending Agency Gold: Contractor Yellow: Building Department Pink: Assessor GARF D COUN - L. / ar EPARTMENT