The URL can be used to link to this page

Home My WebLink About6059 No.6059 GARh7ELD COUNTY BUILDING; SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 0 (303) 945 -8212 Job Address 48-1-1 Road 313, Spring Creek Ranch, New Castle Nature of Work Building Permit Use of Building Manu. Home Owner Greg Ballegeer Contractor Ownar Amount of Permits 284.00 pate September 9, 1996 Set Up Fee t: 200.00 Plan Check : 84.00 Paid $329.84 8 -21 -96 S. Archuleta Clerk BUILDING PERMIT APPLICATION - GARFIELD COUNTY, COLORADO Applicant to complete numbered spaces only. PERMIT NO. 6 0 S9 _ PARCEL/SCHED NO. v� C � Si 3 N� ^I dime' d . (s��.r_ P Ts,'c� �c tr ) Joa LEGAL LOT NO. BLOCK s t ztes 1015 ON1 , f �j P • 1 Q 1 DESCR. ,mac' &-c • /8 / V✓ 7 r4G I I 2 OWNER ( IS.RLLC6i6-!'` ADDRESS ovi (�1C. PH. 4-22f WK PH. 60. C.' 3 CONTRACTOR.. ij'JLLCC.6112e: ADDRESS r N14` PH. LICENSE NO. 4 ARCHITECT OR DESIGNER AA ADDRESS PH. LICENSE NO. 5 ENGINEER 4/4 ADDRESS PH. LICENSENO. n y Soi 6 S.F OF BUILDING O +) �d'/ S.F OF LOT (' nI. - r:" - -i X-L ^' HEIGHT NO. OF FLOORS 7 USE OF BUILDING 1 f4/e. �ecrsr 4Jf7 / 8 CLASS OF WORK: Rake oADDITION oALTERATIIIO °REPPA oMOVE °REMOVE 9 DESCRIBE WORK rake cmcut or A404t Crw tiL 4 1 O GARAGE SINGLE DOUBLE CARPORT SINGLE DOUBLE / /[J� DRIVEWAY PERMIT ON SITE SEWAGE DISPOSAL PERMIT SITE PLAN ` /'' j , 2o- = /Lf 0 11 Vnwnnonon WORK: $ ADJUSTED VAL.S PLAN CHECK PERMIT FEE SPECIAL CONDITIONS'. 0 -- - a ', •• — 1O SCHOOL IMP.iS'h EE 0 O NO. OF BUILDINGS ON USE OF BUILDINGS NOW ON ry�A� k )e A .� J• y As •.fY!! 010. PARCEL PARCEL f'o! / !1 e !"4-jrAc lit Sc +S./I/r'teCt TOTAL FEES43J / OCC. GR. CONST.. TYPE 9 NOTICE WATER SUPPLY DATE PERMIT ISSUED - 9 - 9 "' SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, SPECIAL APPROVALS ReouiReo RECEIVED NOT REawREo VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS ••--- NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK I5 SUSPENDED ZONING OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. HEALTH DEPT. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES FIRE DEPT. GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GNE SOIL REPORT AUTHO' TY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR ' LOC• J W, ; ING CONSTRUCTION Or THE PERFORMANCE OF CON Al ^' /� SETBACKS L' i FLOOD HAZARD • Si nature o - Con, or rued age = ' g =. a / m • rnotic• +•C // L-_ / /% Lb MANUF, � H / O + ME 0705 _ AGREEMENT Budding Departrnent Approvaltl Planning Departure Approval /• OTHER L.Snc / _s 0 o ) -. PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND /OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. • 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 ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. /' Garform.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE INITIA UU y al:I{ L.5=. q ,(y 8- .2/ - GARFIELD COUNTY BUILDING AND PLANNING MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION MANUFACTURED HOMES ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling construction under the Uniform Building Code. This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following check list prior to and during design. Applicants are required to indicate appropriately and to submit completed check list at time of application for a permit: 1. Is a site plan included that indicates the distance of the proposed building or addition to property lines, other buildings, set back easements and utility easements? Yes �/ No (1) Not necessary for this project (2) 2. Does the site plan include the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject proper and adjacent properties) , streams or water courses? Yes No 0, Not necessary for this project (2) 3. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes // No (1) Not necessary for this project (2) 4. Do the plans include a foundation plan indicating the size, location and spacing of all reinfoJycing steel in accordance with the uniform building code or per stamped engine fed design? Yes ,// No ( 1 ) Not necessary for this project (2) 5. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and eapth? Yes No (1) Not necessary for this project / (2) 6. Do the plans indicate the size an location of ventilation openings for the attic, roof joist spaces and soffits? Yes No (1) Not necessary for this project / (2) 7. Do the plans include design loads as required under the Uniform Building code for roof snow loads, (a minimum of 40 pounds per square foot in Garfield County) floor loads and wind loads? Yes No ( 1) Not necessary for this project / (2) 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? / Yes No (1 Not necessary for this project ( (2) 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes No ( 1 ) Not necessary for this project ( (2) 10. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes No ( 1 ) Not necessary for this project (2) 2 • } • • 11. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing grade contours? Yes No ( 1 ) Not necessary for this project / (2) 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? / Yes No ( 1) Not necessary for this project / (2) 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No ( 1 ) Not necessary for this project (2) 14. Does the plan include a window schedule or other verification that egress /rescue windows from sleeping rooms and /or basements comply with the requirements of the Uniform Building Code? Yes No (I) Not necessary for this project / z 15. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No ( 1 ) Not necessary for this project / ( z ) 16. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these arcs? Yes No (1) Not necessary for this project (2) 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No ( I ) Not necessary for this project / Z 18 Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from that association, if required by that association, prior to submitting an application for a building perm Yes No (1 Not necessary for this project ( 2) 19. Will this be the only re idential structure on the parcel? Yes No If No- Explain � t7 - � we°. /s leers i t, 9s Tfth?' set Citoc . r,.c1Gc, o N , r r 4a 0140 eb ?/ 7- 1 1 ( 06 72 of - Mg R Ret'i_ . 3 • 0- 20. Have two (2) complete sets of constructions drawings been submitted with the applicat}'on? Yes ✓ No (1) Not necessary for this project (2) 21. Is this an application for the placement of a manufactured home? Yes V No If yes, have you specified the size of the unit (min. 20ft x 20ft); live roof load (min.40 #); wind design (min. wind speed of 80 mph & 15 Ib. wind load); foundation design; fhethod of anchoring? Yes 1 No (1) Not necessary for this project (2) 22. Have you designed or had this plan designed while considering building and other construction code requirements? Yes V No (3) 23. Does the plan accurately indicate what you intend to construct and what will receive a final in ection by the Garfield Building Department? Yes No (3) 24. Do you understand that approval for design and /or construction changes are require rior to the application of these changes? Yes No (3) 25. Do you understand that the Building Department will collect a "Plan Review' fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "School impact" or "Septic system " fees required, at the time you pic p your building permit? Yes No (3) 26. Are you aware that twenty four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 5:00 p.m. the day before . Failure to give 24 hour no a for inspections will delay your inspection one (1) day. Yes V No 27. Are you aware that you are required to call for all inspections required under the Uniform B 'Iding Code including approval on a final inspection prior to receiving a Certificay of Occupancy and occupancy of the building? Yes l No )3) 4 28. Are you aware that the person signing the Permit Application whether the "Owner", "Agent of the Owner ", "General Contractor ", "Contractor" or otherwise, signing the applicatio 's the party responsible for the project complying with the Uniform Codes ". Yes No (3) I hereby acknowledge that I have read, understand and answered these questions accurately to the best of my ability. s • gn /re • date Phone: $I6 (days); 6vse c (evenings) Project Name: Project Address: OS i/ Lio, 4. 313 Notes: (1) If you have answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. (2) If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. (3) If you answered "No" to this question the circumstances described in the question could result in a 'Stop Work Order" being issued or a "Certificate of Occupancy' not being issued. PerApp02.95 Effective August 15, 1995 5 BS It Ot n sk 1 Y, 0� M' • n c. " Vi 3 I p:Lielii, v r; ,� R \ 'm 0443 � " 3In iy '1 4 i � 8 r . 0 % "_'lei.) 6 I,. 1 II N i � 1 �O 30 Va.A J v n R to I I I I� vi v ' X 0 ) CP ._ .� 31 n1" O tr •!° z O 1 Y: $I' • _ :III �� yy KZ fns it• p ` 0 y '. R R a ,lr (71L C7 , 4 I � 0 per. 1 N , b 1 cu J [r 1 r. .) I' ^� y,t ryry L F !_Jh, Err, - - 1 f9CF1w . .lt k C) V xL S iT n�arrs r I O o 'N I t ¢¢ ke y IK 3 I 1^ CO Z F- (� W n " ° I 0■_ 111 OQ _- d r�n:.rA 1 0.!n O4 : N?f3N_L1 V. I Om R 3 u,.1 1,. o a = ^� , : ° If �� —!�� ° og �� ix o:sa II I }„ w 1 -J 1 • - 3 _/ I� O i / 1 1 � I E i � I JT T � IR T Vf __ oNN E ILrr° 1'v. m ' o N LJ 1 l 1 o w., - =OC 3e O � a d o ' �1 Z 1 r cr... = 2L � W ° 144 $„ s ".e I "� 1 rs,s � � & J '� a • \R. 6' R �o H 73 �• r �1., 0011001V?81a4H1Mb 9. o / 1 .0E60 801 3b0808VM WW u, c_ Auras .n i 9'108 .H i 0 /R , 1— , 0 0 Mma L t l a° a O 3\ I R Wy I . '° • � \ in �n i R - to 3z - u m 1 = \ II - O m • v+ NaudO Ot II >1 b x a Ku O3HOLN NOU40 ' ■ 08/19/96. 15:47 13`208 336 9269 GUERDON HOMES 21002/003 GUERD HOMEBUILDER FOR ALL AMERICAN FAMIUE5 August 19, 1996 Shelby Coleman New Image homes 4766 Townsend Montrose CO 81402 RE: Construction Standards Dear Mr. Coleman, This letter is to verify that Ouerdon Homes of Boise Idaho construction standards have our homes built to Zone I Climate requirements. Cuerden Homes roof side wind load is 15 1b. Per your order custoIner I3aileger will be built to a 40# snow load. 1 have enclosed a copy of our HUD approval documents that indicates our building standards. 11 you have any questions please feel free to call_ Sincerely, /, ait Ken Holllibaugli ' Territory Manager Gu crelon Homes, Inc. 5556 i'ederal VV* Boise, ID 83706 • 208/345-S100 Fax 206 /336- -9269 98/19/06 15:47 13`208 330 0260 GUERDON HOSES 16003/003 continuity between the floor and chassis. so as to nificant differences, 125 mph or greater. from resist wind overturning and sliding as imposed the wind loads stated above, the Department by design loads in this Part. Uncompressed may establish more stringent requirements for finished flooring greater than lik inch in chick- homes known to be destined for such areas. ness, shall not extend beneath load bearing walls [D-4-76] which are fastened to the floor structure. [D -2 -76] ( Roof Loads. (i) Flat, curved and pitched (b) Design Loads. (1) Design dead loads. De• roofs shall be designed to resist the following sign dead loads shall be the actual dead load sup- live loads, applied downward on the horizontal ported by the structural assembly under con- projection as appropriate for the design avae sideratton. (2) Design Jive loads. The design live marked on the manufactured home: loads and wind and snow loads shall be as Pounds per square foot specified in this Section end shall be considered to North Zone 40 be uniformly distributed. The roof live load or Middle Zone 30 snow load shall not be considered as acting si- South Zone 20 multaneously with the wind load and the roof live (ii) For exposures in areas (mountainous or or snow load and floor live loads shall not be con- other) where snow or wind records or experience sidered as resisting the overturning moment due indicate significant differences from the loads to wind. (3) Wben engineering calculations are stated above, the Department may establish performed. allowable unit stresses may be in- more stringent requirements for homes known creased as provided in the documents referenced to be destined for such areas. For snow loads, in §3280.304 except as shown otherwise in §3280.- such requirements are to be based on a roof 306(a): [D-3-76] snow load of 0.6 of the ground snow load for (c) Wind, Snow, and Roof Loads, (1) Standard areas exposed to wind and a roof snow load of Wind (Zone I). When a manufactured home is not 0.8 of the ground snow load for sheltered areas. designated as "Hurricane - Resistive," the menu- (iii) Eaves and cornices shall be designed for factured home and each wind resisting part and a net uplift pressure of 2.5 times the design uplift portion thereof shall be designed for horizontal wind pressure cited in §3280.305(c) (1) and (2). wind loads not less than 15 psf and a net uplift load (4) The Data Plate posted•in the manufactured of not less than 9 psf. [D -4 -76] home (See §3280.5) shall show for which structur- (2) Hurricane Resistive (Zone 11). (1) When a al zone(s) of the USA the manufactured home has manufactured home is designated as "Hurricane been designed and the actual design external Resistive." the home and each wind resisting part snow and /or wind live loads. The Data Plate shall - and portioa thereof shall be designed for horizon- include reproduction of the Load Zone t4aps tai wind loads not less than 25 psf and a net uplift shown in this Section and related information. not less than 15 psf. (ii) For exposures in coastal The Load Zone Maps shall be not less than one - and other areas where wind records indicate sig- half the size illustrated. WIND ZONE MAP ti✓ - �?,, `1 Standard Wind Zone I— 15 PSF Horizontal -9 PSF Uplift ' �- / Hurricane Zone I) — 25 PSF Horizontal— 15 PSF Uplift ��, 7 seem.- ` i , As I II /I-r .- / � b asalfl i •}, J . I i i . . �� a ii ,, ti - , . Ira s ( e J � ��. 3! :_. ,�pl, 1i , C tON! -nag, , h� 7;., I zOet � c,!.41f C owc PIC 6 - Ray. 3/ • ROOF LOAD ZONE MAP 1 NORTH .1, 1 1 0 PSF (Snow) MIOOLE 30 PSF " ••'""• ( ••... SOUTH' 20 PSF (Minimum) 4 I•: . I }. '''•'':: :v. : >':'. { {.v. : .1 NORTH • .. .. t.. -_—.._ I 1% , 4;:: ::;;: »i 'i iii I 'cc./ _ I .......1,./-- r - { 1 ! 1 I \ 1 • - -' I 1 _ 1 _ 414,, SOUTH `1 L rt r --k. NORTH 1 ( • t r ■ SOUTH • s .�... II•••era a SOUTH P :.a • Basic Wind Zone Map for Manufactured Housing - - - -JL - j � 1111/ '` WA MT NO ‘s iiiii I� r NIT M�"` K J 1 Id 7 N r y..l • win.1� ° VT f '• S D W I 1 1 ` 5 OR I ID WY - ] IA MI A I C Zce NE K e \ IL IN 0H �. RT '.. NV UT CO Z - t Nf KS MO WV DE I .' i CA KY VA /4` P OK �NC Po AR AZ NM SC o c LA MS AL OA 'W IA So el Zonc 1 c kt • •° 2 O e . °Zone 11N � N H1 c NOTE: See Section 3280.305(c)(2) for areas included in each Wind Zone. Fi gure 3.1 Zone Maps 5 I I PIER 1 PIER 2 PIER 3 I- BEAM �_1 I -BEAM SHIMS II (SEE NOTE 7F -------- PIER CAP \ PIER -------______A �OOTING FOOTING ri "-..------------- �I I 12 MIN SINGLE BLOCKS DOUBLE INTERLOCKED STEEL OR CONCRETE MAXIMUM H = 36" MAXIMUM HEIGHT = 80" MA (SEE NOTED# PIER (SEE NOTE #2) PIER 4 BEAM SHIMS (SEE NOTE 7 ) STEEL REINFORCING BARS (�4 PIER CORNERS MIN) PLACED I `, "„tu uO u iry,, CAP ( PIER RNERS (4 PER PIER) ``. `gyp .S C. D CF � �� FOOTING DOUBLE CONCRETE BLOCKS WITH if C ..b p AFO c i/ %! p1� AND LAID SIN FILLED MORTAR CONCRETE I., ' ENE8703571 t. 1 - 's'O •. STATE OF : DOUBLE INTERLOCKED s s = „, 0 MAXIMUM HEIGHT = 96” lllllllll lll l l l lll ll llllll NOTES: 1. CONCRETE BLOCKS FOR PIERS ARE 8x16x8 NOMINAL SIZE, HOLLOW CELL LOAD BEARING CMU'S MANUFACTURED IN CONFORMANCE WITH ASTM C90 -70, GRADE 'N'. OPEN CELLS ARE VERTICAL. 2, SINGLE STACKED CONCRETE BLOCKS ARE ORIENTED SO THAT LONG DIRECTION IS PERPENDICULAR TO THE LONG DIRECTION OF THE MAIN BEAM. 3. FOOTERS MAY BE PRECAST OR POURED, BUT, IN EITHER CASE, MUST BE LEVEL IN ALL DIRECTIONS, 4. PIERS ARE TO BE PLACED ON THE FOOTER APPROXIMATELY CENTERED SO THAT THE FOOTER PROJECTION FROM THE PIER 15 EQUAL FROM SIDE -TO -SIDE AND FRONT -TO -BACK. PIERS MUST BE LEVEL VERTICALLY ON ALL SIDES AND SQUARE WITH THE FOOTER. 5. PREFABRICATED PIERS (TYPE #3) MUST BE CERTIFIED FOR A RATED CAPACITY AT LEAST EQUAL, TO THE LOAD DETERMINED FROM THE TABLES. 6. CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH (Fe') OF 3000 P51 AFTER 28 DAYS. 7. GAP BETWEEN TOP OF PIER AND MAIN FRAME MAY BE A WOOD PLATE (NOT EXCEEDING 2" IN THICKNESS) AND SHIMS (NOT EXCEEDING 1" IN THICKNESS). SHIMS SHALL BE AT LEAST 4" WIDE AND 8" LONG, FITTED AND DRIVEN TIGHT BETWEEN WOOD PLATE OR PIER AND MAIN FRAME. (SHIMS TO BE PERPENDICULAR TO I -BEAM) TWO INCH OR 4" SOLID CONCRETE BLOCK MAY FILL REMAINDER OF GAP. FIGURE 4.1 TYPICAL PIER CONSTRUCTION 12 ■ ■ SEE _ _ SEE NOTE #1 SEE NOTE #1 SEE NOTE #1 SEE NOTE #1_ S EE NOTE -- - -- NOTE #3 #3 h�"F' - - -- I. 4 '�--'----- --- �--®-1--- - -- -'I 1-- -- -- -HI -4 L-J L J L y / 1 J L - J MAIN PIER SUPPORTS ` � \ \ � G FOOTINGS BEAMS (SEE NOTE #1) (SEE NOTE #2) r -� r� r -� r -� - I - - -- - --F- +- ----- --- �---- - - - - -I h-- -- -H -r ®+� -- L-J l -J L_J L J J l SEE NOTE #5__ ___ r r r SEE FIGURES 4.4 & 4.5 r 1 r r 1 t— _— _— _— _ —_.- -F {rye}}— 1.4 }- _- _- _- _- _- } ' ��.', L� L _ L L 4 • -r r -� Grp -I� r�� r -� 1-r E--------- F- ®--------- TIb -1 -- --___--f ii--___ 1 - - - -- - -® +-- L_J L J L -J L L_J i L-J �� . PERIMETER BLOCKING + ‘ p ` # � „ C "R Ok.� O�'� ,. (SEE NOTE # t\STf "• . CC 3 r ENE8703571': g'q' : STATE OF ;4 NOTES: , �� %ON R' F dal 1. SEE TABLE 4.1 FOR REQUIRED PIER CAPACITY AND SPACING. T u f 8�°I` 2. SEE TABLE 4.3 AND SECTION 4.2 FOR FOOTING REQUIREMENTS. 3. PIERS SHALL BE LOCATED AT A MAXIMUM OF 2 FEET FROM BOTH ENDS. 4. PIERS SHALL BE LOCATED AT EACH SIDE OF ALL PERIMETER OPENINGS (4) FEET OR WIDER IN WIDTH. THIS WILL INCLUDE DOORS, WINDOWS, RECESSED ENTRIES, PORCHES, ETC. 5. SEE TABLE 4.2 FOR PIER CAPACITIERS AT RIDGEBEAM COLUMNS. FIGURE 4.3 TYPICAL BLOCKING LAYOUT FOR MULTI- SECTION HOVES ROOF RIDGE BEAM DECAL, PAINT MARK OR DRAWING PROVIDED FOR LOCATION DETERMINATION RIDGE BEAM COLUMN RIM MEMBERS JOIST MAIN BEAM I 1 A\\ BOTTOM BOARD RIDGE BEAM GROUND PIER SUPPORT FOOTING FIGURE 4.4 TYPICAL RIDGE BEAM SUPPORT COLUMN PIER A_ B C D E CENTER LINE OF RIDGE BEAM INFLUENCE INFLUENCE INFLUENCE SPAN FOR SPAN FOR SPAN FOR E PIER A _ PIER C _ PIER �� (t o C. Dp INFLUENCE INFLUENCE j (t . c , \S Tf q �(ti • SPAN FOR SPAN FOR a : t NO. O PIER B HER D y ENE8703571 p ••• 12 STATE OF -x.1 FIGURE 4.5 F JiAN, r, TYPICAL INFLUENCE SPANS mull / .9!^I 15 w � ° om @o m ) 2 2 J o G wW p c& 0 J A pp o e '� n , z w yFF u ° m _°Z YO ga H M 41 w q2 N ° < p O <(W <OZi U Mu Q 2w '8 €ce win - aco c ' o a u ww img �o ti G w z rLL U a o : ",N mT aF�� i 0 i m � To w =€ 0 hi J Q Z ° s-' 3 6 �5 ? F ay = g ° w< lE 2 ' 0 IZG° z zu bbb b ml s-, i eF Im °o �w N z� c mzu w m io 3 U p. III 1 € w - o 0 oG mwn g mo " m -v, c� Q ` a ' bbo 0 56 °Z �w p w° ? o Vrx o ° � � 92 m ° r ,r � dws�n 5 c M1 rww m� ° F N. w �° � o m m ��o °$ $>i9 w wC1o" r`O-O m 1 w -o x�awr 1 z z 0 j Gu t � izd mom v,o - °u $ z 0 2 i f , :lu °Qm 4 wzN . o gee < 0 $l"$ �5o g35 i i o , u ° �+ ,,, low a z LL ti u- 4 -m �¢ Ow - z N w p Fz 2 z z n - o y w z r ^- w m ;W u ° w °wrc0w E2 °o �., z Gi s$] $'YJ °7 <o w 'J' 3 o G o C yy�� rhZ y wo� ^ Pr z4 u °u rc w �� u� O Z ■$u °ZO ZQ ° WK$6 _ Z ,-U = F cl w2-niG x ml" - m' g AP O tl t j B m'G' ° kdKK rd. SS J - QQ oo E U,/ - fi n is I u o °Fm = ww O X 6 0 °6 IZ G'Io FW-O pm = oa J ° - %cl< 2i1 G�IL FN� O ' �`i800 IL J O � Mbb �1 LL' .. � w� 2 T )T � } V 1 °- 2 m 4 a 0K I � W �K U W�p � W°O GK KKUZ lMll] a YIN- N 0 1/1 �� . NN d FFn L ° avi ll, .ti u Z ° < K � K S" = - n &- & 'G °aF� �i°a. . 6 i A-7---li J F w g I o3 0 a j = c L4 w _ __— w F W U 0 ° w Z WO 111 p q V m NS Z - O F 0 0 ucocI MI F w K p F 1■■■■I 3 'i z p5 0 ; A S N Z N F O N 91,.. > R > O J o . I HMO' N E w N wQ - 6 I , o CC MO i € ��,, i U . h o O W ? Q' tjj(2,zCO Q pz 8 r. 1 - 10 ■ ■I b s 2 . ,4 2 IA - . ; ,moo ^ , . '',''y #Ile .... 38 . . „ . . .. . , . .. . 1 , , i I. d .. // :„'. .3:::,,,. v +., • e 4Z, NS \\ .„ \ ', c*, ( . i • --a— ; [ . „ , .. c••.-- t, , ,. .. ,. . . . , 1 c 'h• , . „. t .. _ ,. ...... . , . k . . ' . . 1 2 1 - tt. • „ , . , oiO 1 w ..., . , I . .. -.. skiC -.-, .. . • . .. • .. . .. . tn ii I —. a 1 1 c , 1 . . 1 )5. %lin blcr LIL9N t : i , . 3 ' P . , RUG is '96 09:40RM P.1 SP cNCt EKRANCH r �^ August 9, 1996 • To Whom It May Concern: This letter will confirm that Greg and Terry Ballegeer are the owners of the mobile home that will be placed on my property (Spring Creek Ranch) and that this home will be used for their housing only as an employee of Spring Creek Ranch. This letter also authorizes Greg and/or Terry Ballegeer to serve as my agent in filing out all the necessary permits to locate the mobile home to the Spring Creek Ranch property. �' Ronald6g Witness; 0811 County Road 313 (East Divide Creek Road) New Castle, Colorado 81647 970-876-2714 310- 552 -6922 Foreman: 970 -876 -2249 aUG e2 '96 05 38PM P.1 /1 1, 2,1•t.7 7<� . , state that the residential structure built under building permit # is an employee dwelling unit provided to an individual(s) and/or his /her family, who derives the majority of their income from work on the property and pays no rent. It is agreed that this unit will not be used for residential occupancy for any person and /or family that is not employed on the property and Ls accessory to the previously constructed primary single family dwelling on the property. Proof of employment of individuals residing in said additional dwelling unit(s), which is the appropriate signed IItS Form 1 099 and copies of workman's compensation insurance for each person employed shall be provided upon request by the Garfield County Building and Planning Department. 1 1 is further agreed that this property will not be sold to another party without representing that the additional dwelling unit is for employees only and cannot be used as a guest house or rental unit, • V ' Date W Ness 7 " // Wag" ' w . Form.No.. OFFICE OF THE STATE ENGINEER GWS -25 . _ COLORADO DIVISION OF WATER RESOURCES yY ®[VI9O It 818 Centennial Bldg -, 1313 Sherman St, Denver, Colorado 80203 (303) 866 -3581 LI C WELL PERMIT NUMBER 159252 APPLICANT DIV. CNTY. 23 WD 45 DES. BASIN MD APPROVED WELL LOCATION COUNTY GARFIELD ROGERS & LISA SPECHT NW 1/4 SW 1/4 Section 18 0811 CO RD 313 Twp S , Range W S PM NEW CASTLE, CO 81647 DISTANCES FROM SECTION LINES 3120 Ft, from North Section Line 530 Ft. from West Section Line PERMIT TO CONSTRUCT A WELL ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDMONS OF APPROVAL I) This well shall be used in such a way as to cause no material injury to existing water rights.. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) Approved pursuant to CRS 37- 92- 602(3)(b)(II)(A) as the only well on a tract of land of 42.6 acres described as that portion of the SW 1/4 of Sec. 18, Twp. 7 S., Rng. 91 W. of the 6th P.M., Garfield County, being more particularly described on the attached exhibit 'A'. .) The use of ground water from this well is limited to fire protection, ordinary household purposes inside 3 single family dwellings, the irrigation of not more than one (1) acre of home gardens and lawns and the watering of domestic animals. ) The return flow from the use of this well must be through an individual waste water disposal system of the non - evaporative type where the water is returned to the same stream system in which the well is located. .) The maximum pumping rate shall not exceed 15 GPM. r) This well shall be constructed not more than 200 feet from the location specified on this permit. 277- 727 /- 2 9- -- 57 (. ,1,‘ , - i! ..,, /•, APPROVED: a. mew BY Receipt No. 0316505 DATE ISSUED JAN 2 5 1991 EXPIRATION DATE JAN 2 5 1993 , ��` , 1 1 District: III 1 Road: 313 1 Permit #: 042-96 D 1 -_--__--~_--__~______~ � GARFIELD COUNTY APPLICATI0N F 0 R DRIVEWAY PERMIT Application Date 88-27-1996 I BALLEGEER, TERRY (herein called "Applicant"), hereby requests permission and authority from the Board of County Commissioners to construct a driveway approach(es) on the right-of-may of Garfield County Road Number 313 , adjacent to Applicant's property located on the EAST side of the road, a distance of 0,0 mile(s) from OD\l CO RD 313 for the purpose of obtaining access to PRIVATE RESIDENCE " Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a. sketch of the proposed instal- lation showing all necessary specification detail. including (l) front- age of lot along road, (2) distance from centerline of road to property line, (3) number of driveways requested, (4) width of pro- posed driveway(s) and angle of approach, (5) distance from driveway to road intorsectiVn, if any, (6) size and shape of area separating driveways if more than one approach, and (7) setback distance of building(s) and other structures or improvements. GENERAL PROVISIONS FIRST: The Applicant represents all parties in interest, and affirms that the driveway approach(es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the • purpose of doing business or servicing vehicles on the road right-of-way. SECOND: The Applicant shall furnish all labor and materials, perform all work', and pay all costs in connection with the construction of the driveway(3) and its appurtenances on the right-of-way. All work shall be completed within 30 days of the Permit date. THIRD: The type of construction shall be as designated and/or approved by the Board of County Commissioners or their representative, and all materials used shall be of saLisfaotory quality and subject to inspec- tion and approval of the Board of County Commissioners or their representative. FOURTH: The traveling public shall be protected during the instal- lation with proper warning signs and signals and the Board of County Commissioners and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the Permit. • '' • SPECIFICATIONS l. A driveway approach is understood to be that portion of the high- way right-of-way between the pavement edge and the property line which is designed and used for the interchange of traffic between the road- way pavement and the abutting property. 2^ At any intersection, a driveway shall be restricted for a suf- ficient distance from the intersection to preserve the normal and safe movement of traffic. (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and for rural commercial entrances a minimum of 100 feet be provided.) 3. All entrances and exits shall be so located and constructed that vehicles approaching or using them will be able to obtain adequate sight distance in both directions along the highway in order to maneuver safely and without interfering with highway traffic. 4. The Applicant shall not be permitted to erect any sign or display material, either fixed or mVv6blo, on or extending over any portion of the highway right-of-way. 5. Generally, no more than one approach shall be allowed any parcel or property the frontage of which is less than one hundred (100) feet. Additional entrances or exits for parcels or property having a frontage in excess of one hundred (108) feet shall be permitted only after showing Of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon adjoining property. 7. No commercial driveway shall have a width greater than thirty (30) feet measured at right angles to the centerline of the driveway, except as increased by permissible radli. No noncommercial driveway shall have a width greater than twenty (20) feet measured at right angles to the centerline of the driveway, except as increased by permissible radii. 8. The axis of an approach to the road may be at a right angle to the centerline of the highway and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be less than sixty (60) degrees. Adjustment will be made according to the type of traffic to be served and other physical conditions. 9. The construction of parking or servicing areas on the highway right-of-way is specifically prohibited. Off-the-road parking facil- ities should be provided by commercial establishments for customers' vehicles. 10. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the normal shoulder slope and for a distance equal to the width of the shoulder but in no case less than twenty (20) feet from the pavement edge. Approach grades are restricted to not more than 10 percent (10%). ll. All driveways and approaches shall be so constructed that they shall not interfere with the drainage system of the street or highway. The Applicant will be required to provide, at his own expense, drain- age structures at entrances and exits which will become an integral part of the existing drainage system. The dimensions of all drainage structures must be approved by the Board of County Commissioners or their representative prior to installation. NOTE: This permit shall be made available at the site where and when work is being done, A work sketch or drawing of the proposed driveway(s) must accompany appllcation. No permit will be issued without drawing, blueprint, or sketch. . . , ~ ` FIFTH: TIl8 Applicant shall assume responsibility for the removal or Clearance of snow, ice or sleet upon any portion of the driveway ap Proaoh(os) even though deposited on the driveway(s) in the course o- the County snow removal operations. / SIXTH: In the event it becomes necessary to remove any right-of-way a be fence, the posts on either side of the entrance shall b braced before the fence is out to prevent any slacking of the remmin n ng o ing fence, and all posts and wire � ��' any °"~ ^ - y t � aU W re removed shall be turned over to the District Road Supervisor of the Board of County Commissioners. SEVENTH: No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without the written permis- sion of the Board of County Commissioners. EIGHTH: Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions hereof. SPECIAL CONDITIONS RESPONSIBLE FOR TWO YEARS FROM DATE OF COMPLETION lS" CULVERT REQUIRED 50 OF GRAVEL ON COUNTY END OF DRIVE WAY In signing this application and upon receiving authorization and permission to install the driveway approach(es) described herein the Applicant signifies that he has read, understands and accepts the foregoing provisions and conditions and agrees to construct the drive- way(s) in accordance with the accompanying specification plan reviewed and approved by the Board of County Commissioners. Witness: - Signed:. `�/ta~ � r (Sig . ure of Applfoant) (Address) � (Telephone Number) or • PERMIT GRANTED THIS, , DAY OF � vr SUBJECT TO THE PROVISIONS, SPECIFICAI ON ',xNO 0O For Board of County �nmm� ^ o rsVƒ�G�~ rfi*ld County, Colorado . � �! � * �Y � � - v'e ^ Pi7 • • INSPECTION WILL NOT BE MADE UNLESS 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 construction of the above described structure, the permit may then be revoked by notice from the County Building Inspe rand IMMEDIAT LY�B NULL A aD. Use 1 6 9 _ d( -" A o OI '�^ll6✓ fi, 7 Addre ar Legal lc Ow t 'aa Contractor Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing f - `C6 \ ake Foundation y -. z , - - ,_ , Underground Plumbing y_ _--L ti L Insulation Rough Plumbing ( c)( P�� Drywall Chimney & Vent I Electric Final (by State Inspector)( I-03 q O Gas Piping i O F1..,/9(o Q,, Final q Electric Rough (By State Inspector)Pl° is Septic Final '.) 1 I ( 2c! 66 ._ Framing Notes: (To include Roof in place and Windows and Doors installed). 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, Colorado. APP RRQVED DO NOT DESTROY THIS CARD el fin k , / rrl,i _ V • :.-, i 0 .. et U ' to y L U7 0 G U -J • tl Of) - r-+ Ct 0 w `n ri x ° ■ -I L O r p r'l .v 0 U 0 U U d p ai v "0 o ' - be cn V C a c N c . 0. i , a o - y C.0 o ., w v ( ` a o 0 e > e o et 0) T ° u �j O 0 0.1 p e., — Iv a) en ` a> ° \ � 'b N G -- V O O p O— � ) � _ � ° 7, s � zi Q - 0 r Sal p U 00 en O 0 O - _ r U y R U C. cr a v 'U ^C ra Lel U 1' L 0 .F7 . Ilea I■1 ■ 0 . 0 V b0 .. N R, U 3 'e AI 6 v U .. 18 y a on C p x - y co ^7i N o , U u R - `` •••• u o 0 U O u G 5-0 - Co) 4-i N N 7 • - 7U - V) 7 0 1't.3 u•' rta C.4 et cn ct a 0 0) ( � Q . m Iffs ° I. o = 1 - 4.-4 r-, U •--I l+ p fi r .^y i : ( up o O al 0 et cy r m Z� � "d 6 A ae 41 4, Q s . LO O `0 a (±1 • • .1i � 0 c 4. 0 la "� t U 0 — 0 op t as a4 ° p E U V C 0 z a b Va , U 0 al o .' v L - y 0 0 1