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HomeMy WebLinkAbout5462 No 5462 GARFIELD QOUIV Y BUILDING, SANJTAIIONand PLANNINGIMPARTMUPIT 10980181=e Suitt 303 Gkowood Springs, Colorado 81601 (303) 9458212 Job Address 0291 Riverbend Drive, Riverbend Sub, Lot 1, Block 3, New Castle Nature of Work B u i l d i n g Permit UscofBuilding Single Family Dwelling w /Double Garage Owner R.B. HOmes Contractor Mesa Structures Amount of Permit $ 608.00 Dale April 3, 1995 Permit: 608.00 S. Archuleta Clerk GARFIELD COUNTY APPLICATION FOR BUILDING PERMIT PERMIT NUMBER 3 --- please print or type - DATE r 4/1 / 3 ,ssor's Parcel 11 c.1-t- __ _ TO BE FILLED OUT BY APPLICANT (�/�Q� �'�' PLOT PLAN ADDRESS j77 Si- 77 E% bV H! ,c[, n O 2I 1 J NOTE: Show easements, property line di mens i on LCUBDIVISION p /Y'c p ti- __ all other structures, specify north, and stn_c- r 2. LOT d / BLOCK `1 � _ name. For odd shaped lots, or ,Lace 1s IE ct L ,n _ —_ -_ LOO 1 small, pro ide Se4;ar ate plot plan. NOW ON PARCEL ,l{� f= _____ --. ._- - -- - - - - - - i -- BUILDINGS NOW ON PARCEL 11 rr /� OF i I u L — _- PHONE 4 - P te C l *c.-- A IJLe -L+ e • ? ,R fl('C/-i E<S' - ., I S' i�1 F CITY _ _ - ._ 'NAME CT 7 , A < K Ti-'2 1� -7� 1 .ADDRESS ./mil �L- t:(JX I e%g7, ' • c 1TY 6 ,,(/ 4i✓ - >Lf; co' 7_ _.— r10. - ta zi -3 ` i 2 ( LICENSE # —..— - _ - - -__ CLASS OF 1•10RI: - -- i ALTERATION ADDITION _.E REPAIR MOVE IIOPIE (make /model) 4F' BUILDING f /'7 6, S.F. OF LOT X2'7 NYE: FLOORS -2 HEIGHT /Cr P:'!+!ILY UNITS / 't,' OF BEDROOMS 3 /01D USE OF BUILDING e g 1r) E N C 5 • _- lNGLE DBL 1/'CARPORT: SINGLE DEL __ FRONT PROPERTY, LINE DOCUMENTS ATTACHED STREET NAME/ROAD NUMBER )', l r'Y L' Ei � 1Z � '; - Y i' j J-7L of l % i,. C TIECK 2 CORNER 001' DESCRIPTION OF WORK PLANNED ihl �� - --... C FLANS ' _.. ' : ' A I SEGYR CLEARANCE _ ( - 7 7 . 1 . . 1 H 0 1 . 4 f 'F - y' ] hereby acknowledge that I have read this • -':r SEWAGE DISPOSAL PERMIT application and the above is correct and I DOCUMENTS (specify) agree to comply with all county ordinances 1 and staLe Laws regulat'ny building construcein S C'\JA1' RL - p. --- FOP, OFFICE USE ONLY CATION cA. ' FLOOD HAZARD _- --_ -- _ � -PLAN CHECK FEE $ i l7CERTIFIED BLDG ELEVATION SCHOOL IMPACT FEE $ SPECIAL CONDITIONS PERMIT ISSUED _ /I/771 I QTR ICT PROBLEMS WITH PERMIT CONSTRUCTION -ti ADDITIONAL INFORMATION NEEDED 3; .1 DJNC /27� S.F. OP LOT - ""' ROAD CLASS. ___ I CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR FROM PROPERTY LINE_ : FRONT S - J OR ENGINEER `, -3 RICrfT F -7 2 LEFT W • /G' O - -- STREET PARKING SPACES REQUIRED wiw�t F - "APPaavED i i -_ 3A /Ar 87» DING' ' 11 DATE PLANNING DEPARTMENT DATA'... GARFIELD COUNTY BUILDING AND PLANNING NOTICE A COPY OF THIS PLAN REVIEW IS ATTACHED TO THE OWNER'S OR CONTRACTOR'S COPY OF THE APPROVED PLANS. THIS PLAN REVIEW IS PROVIDED IN CONJUNCTION WITH OR IN PLACE OF REDLINING THE APPROVED PLAN. IT IS THE RESPONSIBILITY OF THE OWNER AND /OR THE CONTRACTOR TO CLOSELY REVIEW THE PLAN REVIEW AND VERIFY THAT ALL CORRECTIONS NOTED ARE BROUGHT INTO COMPLIANCE WITH CODES ADOPTED BY GARFIELD COUNTY. THE ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF ANY CODE, ORDINANCE OR RESOLUTION OF GARFIELD COUNTY. PERMITS PRESUMING TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF CONSTRUCTION CODES OR OTHER ORDINANCES OR RESOLUTIONS OF GARFIELD COUNTY SHALL NOT BE VALID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE CHIEF BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA, OR FROM PREVENTING BUILDING OPERATIONS BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF CODES, ORDINANCES OR RESOLUTIONS OF GARFIELD COUNTY. (Authority under the 1988 Uniform Building Code Section 303 (c). titled: Validity of Permit.) THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS AND NOTATIONS ARE INTENDED TO CONSTRUCTIVE AND IN SUPPORT OF THE OWNERS INTEREST. Art Hougland, uilding Official PRNOTICE 1098TH STREET, SUITE 303 • 945.8212/625- 5571/285 -7972 • GLENWOOD SPRINGS, COLORADO 81601 Independent Professional Building Inspection Bill Allred 45855 Hwy 6, Canyon Creek # 63 Glenwood Springs, CO 81601 (303) 945-4418 March 24, 1995 R.B. Homes Riverbend Filing 2, Lot #1., Block #3 Garfield County CONDITIONS FOR PLAN REVIEW #18 -95 GENERAL REQUIREMENTS: G -1 All references are taken from the 1988 Uniform Building Code (U.B.C.), 1988 Uniform Plumbing Code (U.P.C.), and the 1988 Uniform Mechanical Code (U.M.C.) The Approved Plans, Permit, and Plan Review, are to be kept on the site during construction. Plans and Permits must be available for reference during inspections. Provide for protection of concrete during freezing weather. All concrete materials and all reinforcement, forms, fillers, and ground with which concrete is to come in contact with shall be free from frost, (Section 2605, U.B.C.) The plans submitted show that this structure is the same home built on Riverbend Filing #2.. Lot #4 - Block #3. Fees have changed as of January 1st. 1995 and the Building permit Fee, will be slightly higher than the last project. However, the Plan Review Fee, will be waived for this project. Please keep in mind that soils conditions may vary from lot to lot and it may be necessary to perform soils tests in compliance with (Section 2905, of the U.B.C.) Any changes made in the plans as submitted shall be approved prior to that phase of construction, (Section 302 (b)., shall apply, U.B.C.) G -1.1 Every attempt is made by the Building Department to perform a thorough plan review, however please be aware of (Section 303 (c) of the U.B.C., which states): This issuance or granting of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. The issuance of the permit based upon plans, specifications and other data shall not prevent the Building Official from thereafter requiring the correct- ion of errors in said plans, specifications and other data, or from preventing building operations being carried on thereunder when in violation of this code or of any other ordinances of this jurisdiction. All construction shall be approved prior to the issuance of Certificate of Occupancy Art Hougland, Bill Allred, (Building Official) (Plan Checker) Garfield County (303) 945 -4418 PLANS EXAMINATION March 24, 1995 R.B. Homes Riverbend Filing 2, Lot #1, Block # 3 Garfield County 18 -95 This plan review represents an examination of plans / drawings showing substantial conformity with applicable codes of the Garfield County Building Dept. Subject to the following conditions. Respectfully, William D Allred I.C.B.O., Code Consultant (303) 945-4418 , • . . . ---... rn . . • . . r a... .A. . ----- fli nn \-C1 ., 23 .---i ' ' -- i .77--- 'Re, • ''''>')( \ \ / f.'..C., 1....,) i _, 1-` A 1..1 ---...,. .... -... ..,,.. '< Ni ....'. rdin ,fiv'tn rofreav-reat'ic t erenj g.... il Fb 4 .".. ; ;:i co et / 1 nee or i•/ r/t Pore; .3 SUBJECT 'TO NuirP.0 ck EY:CPLPTIoNs 8: MaPEcrilc)Nti i J :, p GARF3,1!:LE ,(,,,:()1rrY Q I S . 1 r=4 Copy - Pa. \ Vo T,N,bli:,.;c:';(›N , M I. PO UT f 4/7,t-ea 01 \ a..) — r. .._, .1 .1 I 1 'P Cy ,j )--• A.^ - ■••• t.ST; Cmc --- Independent Professional Building Inspection Bill Allred 45855 Hwy 6, Canyon Creek # 63 Glenwood Springs, CO 81601 (303) 945 -4418 September 29, 1994 R.B. Homes 0364 GlenEagle Circle RiverBend Filing 2., Lot #4 - Block #3 CONDITIONS FOR PLAN REVIEW #109 -94 ENERAL • • 1' MENT • G -I All references are taken from the 1988 Uniform Building Code (U.B.C.), 1988 Uniform Plumbing Code (U.P.C.), and the 1988 Uniform Mechanical Code (U.M.C.) Also, refer to the generic drawing submitted by the owner. The plans do not carry a live stamp. This office has not received a soil test. Under ideal conditions this design complies with (Section 2614, d., 5,6,7,) as follows: B -73 Minimum requirements for vertical and horizontal reinforcement ( #4 rebar) for the concrete shall not be placed further than (3) times the wall thickness, nor 18 inches. Vertical dowels can project out of the footer at 18 inch center. 18 inch by 18 inch grid is minimum requirement based on (Section 2607 (g), 1., of the U.B.C.) In addition, not less than two no. 5 bars shall be provided around all windows and door openings. Such bars shall extend to develop the bar beyond the corners of the opening but not less than 24 inches (Section 2614 (d)., 587, UB.C.) ,These are minimum requirements using the 1988 U•B.C. (Refer to Section 2905, U.B.C.) Projecting vertical dowels can be placed at 4 foot centers. B -74 Keep in mind that the Building Official may ask for special reports as deemed necessary per. (Section 302 (b). and 2905, U.B.C.) If required submit all special reports (i.e., soils tests, compaction reports and engineered drawings from Architects and Engineers), for approval prior to beginning that phase of construction. tB -16 Provide premises identification which is legible from the street in accordance with, (Section 513, U.B.C.) -H -18 Showers shall be finished and sealed to protect structural elements from moisture to a height of not least than 70 inches above the drain inlet, (Section 510 (b)., U.B.C.) Gypsum water resistant green board required, check U.B.C. Standards. 'B 20 The contractor needs to be aware of (Section 1204 of the U.B.C.), when ordering windows. Each sleeping room shall have at least one window or door which may be used for escape or rescue. The following required: Maximum sill height above floor: 44 inches Minimum net clear opening width: 20 inches a� height: 24 inches 5.7 square feet A minimum of 20 inches wide by 41 inches high or 34 inches wide by 24 inches high is needed to achieve the required 5.7 square feet. B -(b) The basement can not be used as a sleeping area unless egress windows comply with the U.B.C., are installed. An additional permit will be required prior to finishing the basement, at that dine window wells and true egress windows will be required. Egress windows and window wells complying with U.B.C., can be installed with this permit for future finishing of the basement. Be aware of the egress window requirements for the upstairs bedrooms when ordering windows, (Section 1204, U.B.C.) L -23 Provide smoke detectors in accordance with (Section 1210, of the U.B.C.) One smoke detector is required on each level and they shall be inter connected. Audible from the bedrooms with the door closed. Also one will be required at the high point in the living room. • L% B27 Vent fans are required in each bathroom, note the jaundry room is also required to have ventilation capable of providing five air changes per hour and connected directly to the outside, (Section 1205 (c)., U.B.C.). '4-32 Foundation walls enclosing a basement below finished grade shall be damp - proofed, (Section 1707 (d), U.B.C.) '15,-37 Exterior roof sheathing and wall sheathing are to be covered with a weather resistive barrier ahead of siding and roof covering. ( Building paper such as 30# felt on the roof sheathing and 15# felt or tyvek, is acceptable on wall sheathing.) (Reference Section 1707 (a) and Chapter 32, of the U.B.C.) • B -`B Roof truss diagrams have been submitted, they are acceptable, however, they do not carry a Colorado Stamp, (manufactures from Utah), follow these documents; (Reference Chapter 25,, of the U.B.C.). i v B -47 Columns, posts, beams and girders shall have positive connections provided to ensure against both uplift and lateral displacement, (Section 2516 (m)., U.B.C.). B -48 Beam pockets are needed for foundation pour to accommodate the beams and girders, beam pockets need to be at least 3 1/2 inches deep to allow for expansion and contraction and need 1/2 inch clearance on all sides. `4-52 (Section 2517 (d) 3., 2517 (c), and 2517 (h) 3.6) Solid bridging is required above structural beams. Manufactured joists and beams (T.J.I.'s / micro lams, glu -lams, etc.) Shall be sized and installed in accordance with the manufactures documents and installation guide. For boring holes and cutting of T.J.I. joists these documents must be followed; (i.e. flanges, top and bottom must never be 'cut or notched.) 4 -56.1 Any deck construction outside the building will need to meet the minimum 60 Ib. live load requirements, load designs based on (Table 25 - U - J - I., of the U.B.C.) coordinate with your Inspector. ✓B -62 Provide weather- resistive barriers, such as felt paper over plywood corners and other sheathing ahead of stucco or siding, (Reference Section 1707 (a)., Section 3006 (a)., and 2516 (g)., U.B.C.) tib n V13 -75 Concrete footing shall extended at least 36 inches below finish grade. Also any deck construction or intermediate pads not connected in the foundation wall system, will need to e 36 inches below grade, (Section 2907 (a)., (U.B.C.). LAB -80 Attic ventilation is required to be in accordance with (Section 3205 (c).,) coordinate with the Building Inspector during construction. • B -89 The 1988 U.B.C. (Section 3304 (i).,) requires a landing on each side of a door, there are ✓ some exceptions. However, the exterior doors are required to have landings. Minimum size 36 inches by 36 inches, provided the door does not swing over the landing, a 7 1/2 inch step is allowed. The walls and soffits of the enclosed usable space under the stairs shall be protected on the enclosed side only as if for one -hour fire- resistive construction, (5/8 inch Type X drywall, Section 3306 (m)., U.B.C.) B -91 Section 3306 Subsection (c), shows that the stairs may be constructed with 8 inch maximum rise and 9 inch minimum run. The greatest riser height and largest tread run within any flight of stair, cannot have more than 3/8 of an inch deviation. Stairway handrails: (minimum height 34 inches, maximum height 38 inches) hand grip portion shall be not less than 1 1/2 inch nor more than 2 inches in x- section dimension. Minimum of one handrail required on all stairways with more than three risers. Minimum 1 1/2 inch space required between wall and handrail, (Section 3306 (j)., U.B.C.) Guardrails of 36 inch minimum height shall be installed at open sides of stairways, landings, ramps, decks, or porches more than 30 inches above grade or floor below. Open guardrails shall have a pattern such that a sphere 6 inch in diameter cannot pass through, (Section 1711, U.B.C.) 4-93 Minimum width stairs 36 inches, handrails required if 4 or more risers (typical for all stairs) (Section 3306 (j)., exception 3., of the U.B.C.) B -94 Headroom, every required stairway shall have headroom clearance of not less than 6 feet _ inches measured vertically from the tread nosing to the nearest soffit above, (Section 3306 (p).) ' -97 Windows located within 18 inches of the floor or which have a glazed area in excess of 9 sq. ft. and when the vertical edge is within 12 inches of the door when dosed, are required to be tempered or safety glass, (Refer to Section 5406 (d)., 6., and 7., of the U.B.C.). B -98 if wood stove is desired, will need to be approved stove and be installed according to the manufactures documents and listed and approved by (I.C.B.O., B.O.C.A., or U.L.) PLUMBING CODE ITEMS: ASSUME NATURAL GAS: N i 4 C tC- ' P -1 Coordinate all water and sewer extensions, connections, and pressure tests outside the building with the Building Inspector for Garfield County, prior to back fill, (Section 317 (a), (b), (c), (d), of the U.P.C.) P -3 Plumbing and mechanical must comply with the Uniform Plumbing Code (U.P.C.) and the Uniform Mechanical Code (U.M.C.) P -4 Dishwashers must hook to the drainage system through an approved air gap. Contact Hire 1/ G-1.-11 very attempt is made by the Building Department to perform a thorough plan review, however please be aware of (Section 303 (c) of the U.B.C., which states): This issuance or granting of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. The issuance of the permit based upon plans, specifications and other data shall not prevent the Building Official from thereafter requiring the correct- ion of errors in said plans, specifications and other data, or from preventing building operations being carried on thereunder when in violation of this code or of any other ordinances of this jurisdiction All construction shall be approved prior to the issuance of Certificate of Occupancy ✓ ,) t D Art Hougland, Bill Allred, (Building Official) (Plan Checker) Garfield County (303) 945 -4418 v. C11 n a I N •, ... . _ , N cr, . O �� a P . G N r o . C d N I N w I N.) , Y r _. _ / / ,t) • t • I\ . �} x l r -. ,.. - 1-. -..._ 1 . . . 'N � o f` k ., flQi, s 0 , . . , r - • , r 1 r.. 1 - • . . .. 0.. . . ( 1 ■ 1.\■ r..:. ____ • k.\ H . \-L■ ,- kt --s , ..y, ■ r- , v.,„- __, .. ... ",-c L , . _:___ 1 . i DI . 1 i i - ( • 1 \"•-.1\ . ci L _ -1 xi" 01 i ‘...) ,...g r‘ - \I it Pr) •-• .i.' 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' a 2 1 0 ma "'"- 10 04( o ° "„" :'4 430 4 43.4428 4 111111144 rv ry o °y -" lJ W • NO� 292 'I m m Haan Y o . cgs R ° ,� _ o ranee 1 z “¢ rv�n.+ N2 "' W cC • )( SiG S: r"2 °°° r 4. .E i.' ii .Wi n a u.N° I .En Z W r N S 2 l f I 1 oQ " z u ‘00IF1 O 4 2 i I 17 92 ! •° W 02 2"03 1 5 �1 4 VU1 2 ■K ■ = 01 4 n....anP ma, L ,1- H IH \ CO p •N 4 % 0 0 ) 4 Z En - y 2 .402F \ Z 1 ° p a � .on W 2 M N Y. v "1 p Ou \ `-11 .. K / 0 rn or- n 04 a 2 m 04 W € 1-24 04 ° ° ( 0.4 . w o0o " pi 00045 '° 0000000 . =0 m r�nnmc" 2.I K H" 2 O 0x 0000 mmm m o(5r K "n "0g Nmm - F 000 2 N "nn S 4� a'W?NaN ( 1 )1 f O X ry ry S 00220 X 21S ryi ryl 000 00 �U00 �, O K • mn 0 00..nn NN 'OU 0 2401 N 0'. F O ry 491" q a Y O 2' oP ...rn ".en cu.. " 4 o ti°2ZZ °i� P.. N . • • Boise Cascade BCI joists 1 • • Liiif rl•7'GIO'le unit() r�rn floor load 45 Series • • 1 r In pounas per lineal loot (PLF) Span Total Live Total Live 5 an Lrve Total Live Total (it.) Load Load Load Load Load Load Load Load 6 290 396 _.._ 360 — — . —, 426 7 248 308 340 355 17 270 297 0 _ —__ _ -- � 320 9 - _. —._— 193 20.0 264 284 10 154 • 174 216 238 256 ! 11 121 158 189 196 216 — -- - -... 232 12 97 145 153 180 198 213 . • 13 78 133 125 166 173 183 196 14 �"63.--, i'72- 103 154 144 170 182 15 53 107 86 143 121 158 i 158 - __ - - - -- 170 I 16 I _ 44 89 72 125 102 148 134 160 17 37 75 61 111 87 136 114 150 _ 18 32 64 52 99 75 122 99 142 19 � - -_ 27 55 45 89 _ 64 109 85 128 _ 2 0 24 48 39 79 56 98 74 - -- 116 21 20 41 34 69 49 89 65 105 I 22 18 36 30 60 43 81 57 95 23 16 32 26 53 38 74 51 67 - ._. 24 14 28 23 47 34 68 45 BO 25 12 25 21 42 30 60 40 .... 74 26 11 22 1 g - — — . — _ __ _.... _ - ..._. 37 27 54 36 68 27 10 _ 20 16 33 24 48 1 32 59 28 — 15 30 22 44 — _.__.. __— _ 13 27 19 39 1 26 53 30 .__ _ - 12 25 18 36 1 24 48 NOTES ABOUT FLOOR PERFORMANCE • Live load values are based on deflection of L1480. To calculate • Boise Cascade recommends these minimum spans for higher qualify deflection limits of [2180, [2240 and U360, multiply the live load by floors. Nonetheless, greater spans can meet building codes and 2.67, 2.0 and 1.33 respectively. satisfy some users. (See page 4 for minimum code - allowed floor • Total load column limits joist deflection to U240. spans.) • Load capacity assumes the absence of composite action from •Several additional factors also affect floor performance. For example, sheathing. glue - nailed floors will perform better than floors secured by nails alone. • Values represent the most restrictive of simple or multiple span Also, deflection of the sheathing material between joists can on applications. reduced by decreasing the joist spacing or using thicker sheathing. • To size a joist for use in a floor, check both live load and total load. • Proper installation is essential for dependable performance. Adequate Where live load is not shown, size according to total load. and level support for the joists is necessary, as is careful fastening of the joists and sheathing. • Some stiff floors with very little dead had may tend to vibrate. How- ever, this generally can be dampened by directly attaching the ceiling • below to the bottom flange of the joists. Where the underside of the floor is unfinished, the vibration can be minimized by nailing a continu- • a ous 2x4 flat perpendicular to the bottom flanges of the joists at midspan and tying off to the end walls. 1 1____ ___1 i'COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT AND CORRECTION NOTICE A � Permit // -72 c fq 1 17 , Contractor /H t � ,- f . I // i i r�i. 6 fe Address ,T,,, i, i 6j- % r 1 C l K _ 1 ti p, . , < c.)41■ s Phone // Date Received i — _ —9 . _S C — Date Inspected Arrival Time Consult Time Travel Time Inspection Time Time Lapse TYPE OEJN SPECTION: Res. Comm ❑ R - ough -in ❑ Final p� Temp Meter ❑ Partial ❑ Reins ❑ Temp Heat ❑ - Mobile Home ❑ Other ( Service ❑ I pease specify) Service: Type 1 0 or 3 Wiring Method o Size Classified area Yes N /� Overhead 7C 0 GFCI Yes Underground _ Finished basm't J— Yes� N_ Type Grnd '_�L Sub panels es No Size Grnd Conductor Elec Range Yes Date Meter Released Elec Dryer yes No ''_ -Er No �-f. Elec Wtr Heater Yes / No ACTIO _rgcce te?ii_ Rejected P es. !( I Remarks REINSPECTION FEE REQUIRED. A reinspection will not be formed until the reinspection fee is received. You are re wired to Per - trical installlation at the above ad r follo wing corrections or repairs on the elec- dess. C ORRECTIONS: Inspector - '� Page 7 of GARFIELD COUNTY Building and Planning AGREEMENT REGARDING CERTIFICATE OF OCCUPANCY WHEREAS, Steve Boat (hereinafter "Owner ") has applied for a Certificate of Occupancy for a house located at 0291 Riverbend Drive, Lot 1, Block 3, Riverbend Subdivision, Garfield County, Colorado under permit No. 5462 and, WHEREAS, the following items have been determined to be apparent defects or deficiencies with the application which encumber the issuance of a Certificate of Occupancy until they have been resolved pursuant to codes adopted by Garfield County and approved by the Garfield County Chief Building Official: Deficiency No. 1. Front 8 foot by 12 foot deck has not been completed. Guardrail and stairs have not been provided. Deficiency No. 2. Back 8 foot by 12 foot deck has not been completed. Stairs have not been provided. Deck will not require a guardrail if it is less than 20 inches from grade. Deficiency No. 3. Handrail on stairs to basement is a temporary handrail. and, WHEREAS, the Owner is willing to make certain assurances and agreements relating to these identified code deficiencies and on the basis of such assurances the County is willing to issue a Certificate of Occupancy. NOW, THEREFORE, it is agreed as follows: A. The Owner agrees to do the following: Deficiency No. 1. ACTION REQUIRED OF THE OWNER: The front deck will be completed, the stairs, handrail and guardrail will be provided and will comply with the code. 109 8th Street, Suite 303 945- 8212/625 - 5571/285 -7972 Glenwood Springs, Colorado 31601 Deficiency No. 2. ACTION REQUIRED OF THE OWNER: The owner has requested that the deck be removed from the present permit appl i cati on. A set of stai rs wi th three risers have been provided at this time. The County agrees to this with the condition that the contractor inform the owner that he will need to make application for a permit if he wished to complete it in the future. Deficiency No. 3. ACTION REQUIRED OF THE OWNER: When the handrail on the stairs to the basement is completed it shall comply with the code. FURTHER ACTION REQUIRED OF THE OWNER: The Owner will complete all work described herein and request inspection of all work by the Garfield County Building Department. All work shall be completed in compliance with the stated provisions of the codes currently adopted by Garfield County in a manner that will enable approval of all work. All work, inspections and approval of work shall be completed within sixty(60) days of the date of signing of this document. B. In the event the Owner fails to perform as agreed on any of the above, the County may revoke any permits which may have been granted to the Owner. The County may require the habitation and occupancy of the house cease immediately. r C. This agreement is binding upon the heirs, successors in title, and assigns of the parties. County of Garfield, Colorado By: i * St- a B• '.t / Art •ugland, /' ! � Chief Building 6 ficial ,. Date: Z Date: Y ' RBagr01.95 iiitidA 4.41d 1 ithi uditi.g. 1140 i di 6 ifilitidis iiiiii.S40 THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT ` RFIELD COUNTY, COLORADO Date Issued . '�" Zoned Area Permit No 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 constructio of th • above desc i ed structure, the p rmit may hen be re d by notice from B , in c or and ME e6 C AND VO Use p f'a . 'CS ,L i Addre l Des , ription . / re -. 4 Sr A( k y� Owner y t Y Contractor (d ,_ ,, ---0 t d u ( fi t: 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 -Final (by STATE inspector) Footing Lj- /c - % •- >- �`j_7(y 9CF7 7 - - YS 1fX. Foundation Plumbing- Undergroundz_,L_viv ya-71: Gas Piping Heating Ventilation Frame 5 - 75' D Insulation 4 a -S_5-- «. Plumbing -Rough f-,.3 / —73— gD Drywall 6 - 9_9: ce Electric -Rough 3a i sc (by STATE inspector) _ Final 7- n 4- / , 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 10 9 8th Street, County Courthouse, Glenwood Springs, Colo. APPROVED DO NOT DESTROY THIS CARD fr 0 U cn t x N 0 4+ G r■ 0 p7 0 0 k • . P. .. N b S. b G N V — U 0 .i:-1 .q 1) c.-1 O 0 O O h O � 0 O - b 0 b o D 0 CD + N ' . 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