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Job Address .0051 Nature of Work GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Building Permit No. 6920 L-oji.t1 SL,Co. Use of Building011.4 r1QdLLC1 � r Owner r1 t1e j 1 Mad arm ' t 1ee O+one Amount of Permit$ p98..Y1 Date q z w` 511 Contractor • GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEPHONE. (970) 945-8212 Applicant to complete numbered spaces only. PERMIT NO. PARCEL/SCHEDULE NO. INSPECTION LINE: (970) 945-9159 YOB ADDRESS: 1 IAT NO. 6) BLOCK NO. SUBDIVTSION/E.XE.MPITON 4N.1 1Q -C Ji�,cl a._J (jwere:Vl6.�1Cls-1(cg 2 °'""� -1-65010 v2 L `' ci%�Y�iTiil>� D051 OD aArL& -L /8c»isi PH: N/A a 3L1C.CON JA RACIUa.-1-607 1 I +C I) ADDRESS 'S l V PFC rJ NO: J ARC TECT/E2 GINEER ,, A ADDRESS PH: LTC NO: 5 gzMod Li.lam– 1 t 1p SR. FT.DFwr i- , 5 Acre HEIGHT NO. OF FLOORS 1 r 6 USE aesLmsnuO IC eS i eL@vLC1�. pr, WVLYy 7 DESCRIBER WORM- , /j1 be\ ..t.` 0,..1� w I 41.4. 1 c_.36..:( 8 CLASS OF WORK: `ANEW w,DDInoi DAMP -AVON DMOVE *EW °REMOVE 9 CARPORT: oSINmE 000ua[8 GARAGE 30 . f D oDoo61D 10 ° DRIVEWAY PERMIT rV bet el oON SI1B SEWAGE DISPOSAL (SEPTIC) a= PLAN VALUATION OFWOILIC 1 ADJUSTED VALUATION:5 s }IAL CONurI1u s: NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR. IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK LS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONS UCTION OR THE PERFORMANCE OF CONS UCTION. v( ., Data cU /29/f 1� PLAN CHECK FEE: _,7 3 r'}f rc,1 PERMIT FEE: -I ] ., TOTAL FEE: / �� / 1 3 V DATE PERMIT ISSUED: OCC; GROUP: CONST: TYPE: ZONING: SETBACKS: Signature of Owner, Contractor or authorized 4'JOY IllrBuilding �2/�� , rr- . HOW„- COISDS f l f • % N[O..y& FEE: I 6 . 60 - Approval/Date P _ t. A aro AGREEMENT 30 4Y PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONS UCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUI.DINGDEPARTMENT. 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 SMALL NOT PREVENT THE BUILDING OFFICIAL FROM 'IIIEREAETER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN LN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF TILS 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. (INITIAL.) .Li r U The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector. 2. A permanent address assigned by the Garfield County Building Department posted where it is readily visible from an access road. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot & cold running water, all floors and walls finished and a privacy door. S. All steps inside or outside over three (3) steps must have handrails. All balconies or decks over 30" high mush have guardrails constructed to meet all 1994 UBC requirements. 6, Outside grading done to where water will detour away from the building. 7 Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e., weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALI, THE ABOVE ITEMS HAVE BEEN COMPLETED, ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # Ated(i_q $,zii/75( Signature Date c:/cbw/final.wpd (D.-4eci/14 o SI Csic&t,r _ 1111)(}/ 01,4 a Zeo (63C,"zr tee_ 0, a 0 rif sac! ,zo 0,o 0 0 _7,13 o_o 0 317-t(ro ° 13008.00+ 16200.00+ 20400.00+ T 49608.00+ z 0 Q u cn w r G `z u 0 u L 0 F- U 0 0 0 i I • f ■ 1•• n•■ ■■■ i ■■1 ■■_■■ \■o • m :• : 1 B 1 1 eir ��ror ! I'M i C9..1■■■ mmE i■ ; ■■ • ■ -■ 1 1 0 AUG -20-98 THU Q9:45 AM FAX NO, FiOMES ■uUar..U•U. ■r ur•►�r '■ ■ r ■ L. NEN ■NUru.i><r■ SEE How COMFORTABLE QUALITY CAN BE August 20, 1998 To whom it may concern: Please be advised that the Cavco Villager Home for the Tilley family will have a roof built for a 461 live snow load and is engineered to comply with 1IUD zone ill requirements. The house is a model VSX-2862A. Please direct questions to the undersigned at (888) 422-2826. Yours, Larry Bishop Regional Sales Manager Villager Products P, 01 GARFIELD COUNT Building and Planning MANUFACTURED HOMES Installment requirements within Garfield County I' A fuel gas pipeline pressure test is required b witnessed and approved by the Garfield Co y the installer and the test is required to be pressure of 10 psi and show no appreciablebinspector. Test must be a minimum drop 15 minutes. A gauge capable of indicating pressures no higher than 60 psi shall be used in the test. 2. All stairs serving the unit on the exterior are to comply with the U Code) Section 1006,3 & 1006,9 for rise, run, handrails and guardrails. 3. All decks and porches which are more than 30 inches above guardrail complying with U.B.C. Section 509.1 & 509.2 with a grade are required to have Guar shall have intermediate rails or an a mum height of 36 inches. diameter cannot pass through Sec. 509.3rnamental patter such that a sphere 4 inches in measured at . Grade (Adjacent Ground Elevation) is to be points 5 feet horizontally from the level of the walking surface vertically to 4. If mamactured home is placed on a basement foundation, the foundation and the basement shall comply with requirements of the U.B.C. U.P.C. or U.M.C. including but not limited to: (a) Installation of smoke detectors in the basement and in the manufactured U.B.C. Section 310.9,1.4. home. (b) Installation of escape or rescue (c) provi windows. U.B.C. Section 310.4. ung of light, ventilation and sanitation. U.B.C.Section 1203.2 & 1203.3. (d) Providing of minimum room f dimensions. U.B.C. Section 310.6. (e) Protection o (f) Farmin materials for flame spread requirements. U.B.C. Section 804. g and placing of concrete for foundation and floor slabU 108.5.2. ..B.C. Chapter (g) The inspection of all framing as reed under U.B.C. Section 108.5,4. pection of all round and/or underground plumbing as required under U.P.C. Section 712.2. (i) Supporting ist in beam for the basement foundation mustengineer � Pre -Manufactured Home (HUD Pre -Ma be engin ed by a Colorado ). 5. L.P.G. i P osao. Appliances burning basement or similar location where heavier- L.P.G. shall not be installed in a Pit, than airmay provided with gases collect id= such location is policy in Garfield County is as follows: • U.M.C. Section 304.6. The (a) An entrapped drain with a minimum where heavier-than_air va ors diameter exterior area which is not within collect is n a depression (b) The area of termination is to be determined remain free of standing water, ice and other dissipation f unburned gas of 4 inches Located in the Lowest area to run with a continuous slope to an or recessed below adjacent terrain. by the building inspector as Likely to debris that may prevent the fl • ow and (c) The upper inlet and termination of the dr ' entry of debris or ains to be Provided with protection from the animals which may cause blockage of the drain. g This protection is to be approved by the building inspector. 6. A final inspection of the compliance above items is placement, blocking, tie -downs, skirting, compliance � withriotob occn � required and a grading and anof the manufacturedoho even c the building the _________basement. home or n of the occn 7 The Garfield County Zoning Resolution of 1978 with Ame I� 1997, has been amended to read as follows: ndments throe December 9, 2.02,07 (1) Building - Conventional and manufactured: A building constructed or ed on the lot or "Uniform Building Code or National building site or a factory and built to meet, the Standards Act of 1974", has a Manufactured Housing Construction and Safety feet long and meetsf1the localminimum dimension of twenty (20) feet wide and twenty feet wind Io d• anchorin building code requirements for winds (20) r uirements in accordance with installation f 8r s h or 15 minimum basic winds n miles . er hours • fied in tion standards based on the m - s or exc - ds the sn wl • ad r • uirem Buildin _1 s a.o,t=. ode-. �d a snow, ad of 4d# . -e b r• . eld o C1ar6el fact i r .aired that ties the sn wIf foot a to 7 ft. el a.'.n d +� donfr �K e Manuf ' Hom 's erial Num Any building meeting these criteria is defined as a single famil district that allows a single family dwelling. Y , eking and allowed in any zone MgRego 1.95 Effective June 7, 1995 et 'it =1°- 09 011+9 1 1 Z: ettl: Q1-12 :12 fr) I fD 4 I 1 .1v1 ee coa I 1 • rD CI" imiol : MP DO 0 Cli : Imo el . CU k‘ 2 CID .41B .1i Ai 8., 'CONC. fC= 3000 #4 ® 18." #4©18" 2-#4 top Pressure Treated or Red Woo • psi, Fy= 40000. psi Vert @ CL Horiz and bottom of waft I/2" X10" Anchor Bolts 6' centers, r2 in each board, & 1' from %:ach end 2 Re -Bars Above and Below All Openings BONO BREAKER Minimum, 4" CONC. SLAB #4 HORIZ, AS SHOWN 16----'--- ALTERNATE DIRECTION OF LEGS Drain Pipe to Daylight Garfield County Basic Foundation Wall Design Same pattern Re -Bar 8' Or 4' Dec. 1,J996 " GRAD C t / 1 ed -74 y/o cam L G" RAGS "X/`1 X /0 XIQ 14.e f i e i e d CO, c 1� ONE AND TWO FAMILY DWELLING CODE A304.3 Other provisions. A304.3.1 Expiration of plan review. Applications for which no permit is issued within 180 days following the date of applica- tion shall expire by !imitation. and plans and other data sub- mitted for review may thereafter be returned to the applicant or destroyed by the authority having jurisdiction. The authority having jurisdiction may extend the time for action by the appli- cant for a period not exceeding 180 days upon request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. No applica- tion shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. A304.3.2 Investigation fees: work without a permit. A304.3.2.1 Investigation. Whenever any work for which a per- mit is required by these provisions has been commenced without first obtaining said permit, a special investigation shall be made before a permit may be issued for such work. A304.3.2.2 Fee. An investigation fee, in addition to the permit fee, shall be collected whether or not a permit is then or subse- quently issued. The investigation fee shall be equal to the amount of the permit fee required. The minimum investigation fee shall be the same as the minimum fee established by the authority having jurisdiction. The payment of such investigation fee shall not exempt any person from compliance with all other provisions of either these provisions or other pertinent codes or from any penalty prescribed by law. A304.3.3 Fee refunds. A304.3.3.1 Permit fee erroneously paid or collected. The authority having jurisdiction may authorize the refunding of any fee paid hereunder which was erroneously paid or collected. A30433.2 Permit fee paid when no work done. The authority having jurisdiction may authorize the refunding of not more than 80 percent of the permit fee paid when no work has been done under a permit issued in accordance with these provisions. A30433.3 Plan review fee. The authority having jurisdiction may authorize the refunding of not more than 80 percent of the plan review fee paid when an application fora permit for which a plan review fee has been paid is withdrawn or canceled before any plan reviewing is done. The authority having jurisdiction shall not authorize the refunding of any fee paid except upon written application by the original permittee not later than 180 days after the date of the fee payment. 296 SECTION A305 INSPECTIONS A305.1 General. All construction or work for which a manufac- tured home installation permit is required shall be subject to inspection by the authority having jurisdiction. and certain types of construction shall have continuous inspection by special inspectors as specified in Section A306. A survey of the lot may be required by the authority having jurisdiction to verify that the structure is located in accordance with the approved plans. It shall be the duty of the permit applicant to cause the work to be accessible and exposed for inspection purposes. Neither the authority having jurisdiction nor this jurisdiction shall be liable for expense entailed in the removal or replacement of any mate- rial required to allow inspection. A305.2 Inspection requests. It shall be the duty of the person doing the work authorized by a manufactured home installation permit to notify the authority having jurisdiction that such work is ready For inspection. The authority having jurisdiction may require that every request for inspection be filed at least one working day before such inspection is desired. Such request may be in writing or by telephone at the option of the authority having jurisdiction. It shall be the duty of the person requesting any inspections required either by these provisions or other applicable codes to provide access to and means for proper inspection of such work. A305.3 Inspection record card. Work requiring a manufac- tured home installation permit shall not be commenced until the permit holder or the permit holder's agent shall have posted an inspection record card in a conspicuous place on the premises and in such position as to allow the authority having jurisdiction conveniently to make the required entries thereon regarding inspection of the work. This card shall be maintained in such position by the permit holder until final approval has been issued by the authority having jurisdiction. A305.4 Approval required. Work shall not be done on any part of the manufactured home installation beyond the point indi- cated in each successive inspection without first obtaining the approval of the authority having jurisdiction. Such approval shall be given only after an inspection has been made of each successive step in the construction as indicated by each of the inspections required in Section A305.5. There shall be a final inspection and approval on the manufactured home installation, including connections to its building service equipment, when completed and ready for occupancy or use. A305.5 Required inspections. A305.5.1 Structural inspections for the manufactured home installation. Reinforcing steel or structural framework of any part of any manufactured home foundation system shall not be covered or concealed without first obtaining the approval of the authority having jurisdiction. The authority having jurisdiction, upon notification from the permit holder or the permit holder's agent, shall make the following inspections and shall either approve that portion of the construction as completed or shall notify the permit holder or the permit holder's agent wherein the same fails to comply with these provisions or other applicable codes: 1. Foundation inspection: To he made after excavations for footings are completed and any required reinforcing steel in place. For concrete foundations, any required Forms shall be in place prior to inspection. All materials for the foundation shall be on the job, except where con- crete from a central mixing plant (commonly termed "transit mixed") is to be used, the concrete materials need not be on the job. Where the foundation is to be constructed of approved treated wood, additional fram- ing inspections as required by the authority having juris- diction may be required. 2. Concrete slab or under -floor inspection: To be made after all in -slab or underfloor building service equip- ment, conduit, piping accessories and other ancillary equipment items are in place but before any concrete is poured or the manufactured home is installed. 3. Anchorage inspection: To be made after the manufac- tured home has been installed and permanently anchored. _ A305.5.2 Structural inspections for accessory building and structures. Inspections for accessory buildings and structures shall be made as set forth in this code. A305.5.3 Building service equipment inspections. All build- ing service equipment which is required as a part of a manufac- tured home installation. including accessory buildings and struc- tures authorized by the same permit. shall be inspected by the authority having jurisdiction. Building service equipment shall be inspected and tested as required by the applicable codes. Such inspections and testing shall be limited to site construction and shall not include building service equipment which is a part of the manufactured home itself. No portion of any building service equipment intended to be concealed by any permanent portion of the construction shall be concealed until inspected and approved. Building service equipment shall not be connected to the water. fuel or power supply or sewer system until authorized by the authority having jurisdiction. A305.5.4 Final inspection. When finish grading and the manufactured home installation, including the installation of all required building service equipment, is completed and the manufactured home is ready for occupancy, a final inspection shall be made. A305.6 Other inspections. In addition to the called inspections specified above, the authority having jurisdiction may make or require other inspections of any construction work to ascertain compliance with these provisions or other codes and laws which are enforced by the code enforcement agency. SECTION A306 SPECIAL INSPECTIONS In addition to the inspections required by Section A305, the authority having jurisdiction may require the owner to employ a special inspectorduring construction of specific types of work as described in this code. PPENDIX A SECTION A307 UTILITY SERVICE Utility service shall not be provided to any building service equipment which is regulated by these provisions or other appli- cable codes and for which a manufactured home installation per- mit is required by these provisions until approved by the author- ity having jurisdiction. SECTION A401 OCCUPANCY CLASSIFICATION A401.1 Manufactured homes. manufactured home shall be Limited in use to use as a single dwelling urut. A401.2 Accessory buildings. Accessory buildings shall be clas- sified as to occupancy by the authority having jurisdiction as set forth in this code. SECTION A402 LOCATION ON PROPERTY Manufactured homes and accessory buildings shall be located on the property in accordance with applicable codes and ordi- nances of this jurisdiction. SECTION A501 DESIGN A501.1 General. A manufactured home shall be installed on a foundation system which is designed and constructed to sustain within the stress limitations specified in this code and all loads specified in this code. Exception: When specifically authorized by the authority having jurisdiction, foundation and anchorage systems which are constructed in accordance with the methods specified in Section A600 of these provisions, or in the United States Department of Housing and Urban Development Handbook, Permanent Foundations for Manufactured Housing, 1984 Edition, Draft, shall be deemed to meet the requirements of this Appendix A. A501.2 Manufacturer's installation instructions. The instal- lation instructions as provided by the manufacturer of the manufactured home shall be used to determine permissible points of support for vertical loads and points of attachment for anchorage systems used to resist horizontal and uplift forces. A5013 Rationality. Any system or method of constriction to be used shall admit to a rational analysis in accordance with well- established principles of mechanics. SECTION A502 FOUNDATION SYSTEMS A502.1 General. Foundation systems designed and constructed in accordance with this section may be considered as a perma- nent installation. A502.2 Soil classification. The classification of the soil at each manufactured home site shall be determined when required by 297 ONE AND TWO FAMILY DWELLING CODE the authority having jurisdiction. The authority having jurisdic- tion may require that the determination be made by an engineer or architect licensed by the state to conduct soil investigations. The classification shall be based on observation and any nec- essary tests of the materials disclosed by borings or excavations made in appropriate locations. Additional studies may be neces- sary to evaluate soil strength. the effect of moisture variation on soil -bearing capacity, compressibility and expansiveness. When required by the authority having jurisdiction. the soil classification design bearing capacity, and lateral pressure shall be shown on the plans. A502.3 Footings and foundations. Footings and foundations. unless otherwise specifically provided. shall be constructed of materials specified by this code for the intended use and in all cases shall extend below the frost line. Footings of concrete and masonry shall be of solid material. Foundations supporting untreated wood shall extend at least 8 inches (203 mm) above the adjacent finish grade. Footings shall have a minimum depth below finished grade of 12 inches (305 mm) unless a greater depth is recommended by a foundation investigation. Piers and bearing walls shall be supported on masonry orcon- crete foundations or piles or other approved foundation systems which shall be of sufficient capacity to support all loads. A502.4 Foundation design. When a design is provided. the foundation system shall be designed in accordance with the applicable structural provisions of this code and shall be designed to minimize differential settlement. Where a design is not provided. the minimum foundation requirements shall be as set forth in this code. A50.2.5 Drainage. Provisions shall be made for the control and drainage of surface water away from the manufactured home. A502.6 Under -floor clearances—ventilation and access. A minimum clearance of 12 inches (305 rnm) shall be maintained beneath the lowest member of the floor support framing system. Clearances from the bottom of wood floor joists or perimeter joists shall be as specified in this code. Under -floor spaces shall be ventilated with openings as speci- fied in this code. If combustion air for one or more heat -produc- ing appliances is taken from within the under -floor spaces. ven- tilation shall be adequate for proper appliance operation. Under -floor access openings shall be provided. Such open- ings shall be not less than 18 inches (457 mm) in any dimension and not less than 3 square feet (0.279 m2) in area and shall be. located so that any water supply and sewer drain connections located under the manufactured home are accessible. SECTION A503 SKIRTING AND PERIMETER ENCLOSURES A503.1 Skirting and permanent perimeter enclosures. Skirt- ing and permanent perimeter enclosures shall be installed only where specifically required by other laws or ordinances. Skirt- ing. when installed. shall be of material suitable for exterior exposure and contact with the ground. Permanent perimeter enclosures shall be constructed of materials as required by this code for regular foundation construction. 298 Skirting shall be installed in accordance with the skirting manufacturer's installation instructions. Skirting shall be ade- quately secured to assure stability. to minimize vibration and susceptibility to wind damage, and to compensate for possible frost heave. A503.2 Retaining walls. Where retaining walls are used as a permanent perimeter enclosure. they shall resist the lateral dis- placements of soil or other materials and shall conform to this code as specified for foundation walls. Retaining walls and foundation walls shall be constructed of approved treated wood, concrete. masonry or other approved materials or combination of materials as for foundations as specified in this code. Siding materials shall extend below the top of the exterior of the retain- ing or foundation wall or the joint between siding and enclosure wall shall be flashed in accordance with this code. SECTION A504 STRUCTURAL ADDITIONS Accessory buildings shall not be structurally supported by or attached to a manufactured home unless engineering calcula- tions are submitted to substantiate any proposed structural con- nection. Exception: The authority having jurisdiction may waive the submission of engineering calculations if it is found that the nature of the work applied for is such that engineering calcula- tions are not necessary to show conformance to these provi- sions. SECTION A505 BUILDING SERVICE EQUIPMENT The installation. alteration. repair. replacement, addition to or maintenance of the building service equipment within the manufactured home shall conform to regulations set forth in the Manufactured Horne Standards. Such work which is located out- side the manufactured home shall comply with the applicable codes adopted by this jurisdiction. SECTION A506 EXITS A506.1 Site development. Exterior stairways and ramps which provide egress to the public way shall comply with applicable provisions of this code. A506.2 Accessory buildings. Every accessory building or por- tion thereof shall be provided with exits as required by this code. SECTION A507 OCCUPANCY, FIRESAFETY AND ENERGY CONSERVATION STANDARDS Alterations made to a manufactured home subsequent to its ini- tial installation shall conform to the occupancy, ftresafety and energy conservation requirements set forth in the Manufactured Home Standards. SECTION A600 SPECIAL REQUIREMENTS FOR FOUNDATION SYSTEMS Section A600 is applicable only when specifically authorized by the authority having jurisdiction. SECTION A601 FOOTINGS AND FOUNDATIONS The capacity of individual load-bearing piers and their footings shall be sufficient to sustain all loads specified in this code within the stress limitations specified in this code. Footings, unless otherwise approved by the authority having jurisdiction, shall be placed level on firm, undisturbed soil or an engineered filI which is free of organic material, such as weeds and grasses. Where used, an engineered fill shall provide a minimum load- bearing capacity of not less than 1,000 psf (48 kN/m2). Continu- ous footings shall conform to the requirements of this code. Sec- tion A502 of these provisions shall apply to footings and foundations constructed under the provisions of this section. SECTION A602 PIER CONSTRUCTION Piers shall be designed and constructed to distribute Toads evenly. Multiple section homes may have concentrated roof loads which will require special consideration. Load-bearing piers may be constructed utilizing one of the methods listed below. Such piers shall be considered to resist only vertical forces acting in a downward direction. They shall not be consid- ered as providing any resistance to horizontal loads induced by wind or earthquake forces. 1. A prefabricated load-bearing device that is listed and labeled for the intended use. 2. Mortar shall comply with ASTM C 270 Type M, S or N: this may consist of one part portland cement. one-half part hydrated lime and four parts sand by volume. Lime shall not be used with plastic or waterproof cement. 3. A cast -in-place concrete pier with concrete having speci- fied compressive strength at 28 days of 2,500 psi (17 225 kPa). Alternate materials and methods of construction may be used for piers which have been designed by an engineer or architect licensed by the state to practice as such. Caps and leveling spacers may be used for leveling of the manufactured home. Spacing of piers shall be as specified in the manufacturer's installation instructions. if available, or by an approved designer. SECTION A603 HEIGHT OF PIERS Piers constructed as indicated in Section A602 may have heights as follows: 1. Except for corner piers. piers 36 inches (914 mm) or less in height may be constructed of masonry units, placed APPENDIX A with cores or cells vertically. Piers shall be installed with their long dimension at right angles to the main frarne member they support and shall have a minimum cross- sectional area of 128 square inches (82 560 mm2). Piers shall be capped with minimum 4 -inch (102 mm) solid masonry units or equivalent. Piers between 36 and 80 inches (914 mm and 2032 mm) in height and alI corner piers over 24 inches (610 mm) in height shall be at least 16 inches by 16 inches (406 mm by 406 mm) consisting of interlocking masonry units and shall be fully capped with minimum 4 -inch (102 mm) solid masonry units or equivalent, 3. Piers over 80 inches (2032 mm) in height may be constructed in accordance with the provisions of Item 2 above, provided the piers shall be filled solid with grout and reinforced with four continuous No. 5 bars. One bar shall be placed in each comer cell of hollow masonry unit piers or in each corner of the grouted space of piers constructed of solid masonry units. 4. Cast -in-place concrete piers meeting the same size and height limitations of Items 1.2 and 3 above may be sub- stituted for piers constructed of masonry units. SECTION A604 ANCHORAGE INSTALLATIONS A604.1 Ground anchors. Ground anchors shall be designed and installed to transfer the anchoring loads to the ground_ The loading -carrying portion of the ground anchors shall be installed to the full depth called for by the manufacturer's installation directions and shall extend below the established frost line into undisturbed soil. Manufactured ground anchors shall be listed and installed in accordance with the terms of their listing and the anchor manufacturer's instructions and shall include means of attach- ment of ties meeting the requirements of Section A605. Ground anchor manufacturer's installation instructions shall include the amount of preload required and load capacity in various types of soil. These instructions shall include tensioning adjustments which may be needed to prevent damage to the manufactured home, particularly damage that can be caused by frost heave. Each ground anchor shall be marked with the manufacturer's identification and listed model identification number which shall be visible after installation. Instructions shall accompany each listed ground anchor specifying the types of soil for which the anchor is suitable under the requirements of this section. Each approved ground anchor, when installed. shall be capa- ble of resisting an allowable working load at least equal to 3.150 pounds (1.43 kg) in the direction of the rie plus a 50 percent over- load [4.725 pounds (2.14 kg) total' without failure. Failure shall be considered to have occurred when the anchor moves more than 2 inches (51 mm) at a load of 4.725 pounds (2.14 kg) in the direction of the tie installation. Those ground anchors which are designed to be installed so that loads on the anchor are other than direct withdrawal shall be designed and installed to resist an applied design load of 3.150 pounds (1.43 kg) at 40 to 50 degrees from vertical or within the angle limitations specified by the home manufacturer without displacing the tie end of the anchor more than 4 inches (102 mm) horizontally. Anchors designed for connection of multiple ties shall be capable of resisting the com- 299 f/• ONE AND TWO FAMILY DWELLING CODE bined working load and overload consistent with the intent expressed herein. , When it is proposed to use ground anchors and the authority having jurisdiction has reason to believe that the soil characteris- tics at a given site are such as to render the use of ground anchors inadvisable, or when there is doubt regarding the ability of the ground anchors to obtain their listed capacity, the authority hav- ing jurisdiction may require that a representative field installa- tion be made at the site in question and tested to demonstrate ground anchor capacity. The authority having jurisdiction shall approve the test procedures. A604.2 Anchoring equipment. Anchoring equipment, when installed as a permanent installation, shall be capable of resisting all loads as specified within these provisions. When the stabiliz- ing system is designed by an engineer or architect licensed by the state to practice as such, alternative designs may be used, provid- ing the anchoring equipment to be used is capable of withstand- ing a load equal to 1.5 times the calculated load. All anchoring equipment shall be listed and labeled as being capable of meet- ing the requirements of these provisions. Anchors as specified in this code may be attached to the main frame of the manufactured home by an approved 1/I6 -inch -thick (4.76 mm) slotted steel plate anchoring device. Other anchoring devices or methods meeting the requirements of these provisions may be permitted when approved by the authority having jurisdiction. Anchoring systems shall be so installed as to be permanent. Anchoring equipment shall be so designed to prevent self - disconnection with no hook ends used. A604.3 Resistance to weather deterioration. All anchoring equipment, tension devices and ties shall have a resistance to deterioration as required by this code. A604.4 Tensioning devices. Tensioning devices, such as turn- buckles or yoke -type fasteners, shall be ended with clevis or welded eyes. 300 SECTION A605 TIES, MATERIALS AND INSTALLATION Steel strapping, cable, chain or other approved materials shall be used for ties. All ties shall be fastened to ground anchors and drawn tight with turnbuckles or other adjustable tensioning devices or devices supplied with the ground anchor. Tie materi- als shall be capable of resisting an allowable working load of 3.150 pounds (I.43 kg) with no more than 2 percent elongation and shall withstand a 50 percent overload [4.750 pounds (2.15 kg)]. Ties shall comply with the weathering requirements of Sec- tion A604.3. Ties shall connect the ground anchor and the main structural frame. Ties shall not connect to steel outrigger beams which fasten to and intersect the main structural frame unless specifically stated in the manufacturer's installation instruc- tions. Connection of cable ties to main frame members shall be 5/8 -inch (15.9 mm) closed -eye bolts affixed to the frame member in an approved manner. Cable ends shall be secured with at least two U -bolt cable clamps with the "U" portion of the clamp installed on the short (dead) end of the cable to assure strength equal to that required by this section. Wood Floor support systems shall be fixed to perimeter foundation walls in accordance with provisions of this code. The minimum number of ties required per side shall be sufficient to resist the wind load stated in this code. Ties shall be evenly spaced as practicable along the length of the manufactured home with the distance from each end of the home and the tie nearest that end not exceeding 8 feet (2438 mm). When continuous straps are provided as vertical ties. such ries shall be positioned at rafters and studs. Where a vertical tie and diagonal tie are located at the same place, both ties may be connected to a single anchor, provided the anchor used is capable of carrying both loadings. Multisection manufactured homes require diagonal ties only. Diagonal ties shall be installed on the exterior main frame and slope to the exterior at an angle of 40 to 50 degrees from the verti- cal or within the angle limitations specified by the home manufacturer. Vertical ties which are not continuous over the top of the manufactured home shall be attached to the main frame. INFORMATION YOU MAY NEED TO KNOW ABOUT BASEMENTS 1 A].Lbasements in dwelling units are required to have at least one operable window or door approved for emergency escape or rescue which opens directly to the outside. All escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The net clear openable height dimension shall be 24 inches. The net clear openable width dimension shall be 20 inches. When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44 inches above the floor. (Refer to UBC {Uniform Building Code} Section 310.4) 2. Every bedroom or sleeping room in a basement must have a door or window meeting the requirements specified in No. 1 above (Refer to UBC Section 310.4). 3. All habitable rooms within the basement shall have rough openings for natural light. the rough opening shall be equal to one tenth of the area of such rooms with a minimum of 10 square feet. These rooms shall also be provided with natural ventilation by means of openable exterior openings with an area of not less than one twentieth of such rooms with a minimum of 5 square feet. Approved provisions may be made for mechanical ventilation in lieu of openings (Refer to UBC Section 1203.1.2.3.), and have a ceiling height of not less than 7 feet 6 inches (Refer to UBC Section 310.6.1). 4. L.P.G. ) Appliances burning L.P.G. shall not be installed in a pit, basement or similar location where heavier-than-air gases may collect unless such location is provided with an approved means of removal of unburned gas. (Refer to UMC {Uniform Mechanical Code} Section 304.6) The policy in Garfield County to approve such a means is as follows: a. An untrapped drain with a diameter of 4 inches located in the lowest area where heavier-than-air vapors may collect is to run with a continuous slope to an exterior area which is not within a depression or recessed below adjacent terrain. b. The area of termination is to be determined by the building inspector as likely to remain free of standing water, ice and other debris that may prevent the flow and dissipation of unburned gas. c. The upper inlet and the termination of the drain is to be provided with protection from the entry of debris or animals which may cause blockage of the drain. This protection is to be approved by the building inspector. pin-rev_lst Effective January 22, 1996 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for MANUFACTURED HOMES 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 the completed check List at time of application for a permit. 1 Is a site plan included that indicates the distances of the proposed building or addition to property lines, other buildings, setback easements and utility easements? Yes 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 property and adjacent properties), streams or water courses? Yes 3 Does the site plan indicate the Iocation and direction of the County or private road accessing the property ; Yes 4. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordan a with the uniform building code or per stamped engineered design? Yes j( 5. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject you uilding plans? Yes No 6. Will this be only residential structure on the parcel? Yes No If no -Explain: 7. Have two 2) complete sets of construction drawings been submitted with the application? Yes 8. For the placement of a manufactured home, have the following been 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; method of anchoring? Yes �( Have you designed or had this plan designed while considering building and other construction code requirements? Yes X No 10. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes X No 1 I. Do you understand that approval for design and/or construction changes are required prior to the appiicatio f these changes? YesNo 12. 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 pick up your building permit? Yes No 13. If you are accessing a county road and do not have an existing driveway you will need to acquire a driveway permit from Garfield County Road and Bridge. The phone number is 945-6111. You will need to show proof prior to the issuance of the building permit. 14. 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 twenty four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 945-9159. Yes No 15. Are you aware that you are required to call for al inspections required under the Uniform Building Code including approval on a final inspection prior. to receiving a Certificate of Occupancy and occupancy of the building. Yes No 16. Attached is information for placement of a manufactured home. Please review. If you have any questions, please call this office. 3 I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. /2't/(9' date 476 Phone: co 4 9 "/ u (days) (evenings) 77 rP Project Name: Project Address: ()p 31 e_Pd ()Lir Lby Notes: If you have answered "No" on any of the 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 a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, 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, delay in issuance of the permit or delay in proceeding with construction. 4 QuR -1,r)v) �n;: booms br ,osr 4.0 i`•J 1.tfrrsoP:r. •( } loci1� E' i A titin w14'1aou.i "+r,vOp0l�r��f� ove l fir) 1r Pkc a Esc P )li set pr+-,,��do f„' h gmcil bar'j ' l N •oll f/Rf elf:4 :41i j)+ { r 1P.a�l,� Pia Nle Wi NDd c)'Y' [\ \O nu) ()bu.' 1 f .. Ldoo APPROVED SUBJECT TO NOTED `::XCE1TIONS & IHSP 'C IONS GARFIELD COUNTY BUI.LDING DEPARTMENT Date/ • Y FIELD COPY NO INSPECTION WITHOUT , THESE PLANS ON SRE Page _ of o hcnn leo go �RGI, r O0Y , w+4r1 t 0eN pootq»ikuSo?; r 20 i $ I k i b ' 000K- q�e� ifj q v�}c� DooY +Door - Fn l CO`n e R 1t -c cI Designate North Arrow ,. ...s,„-' - cd•- ..,- ----- a) ••,sa,..). . -x- c---, _ ,,, .--- .------- i- __ 0 ---4m--:-- 91 1 0 cr.". , . . - .L.• • 1 is•••• -------- .:-• ••„... -Ni -,...D •••-)-- ---9 -,.. 1.1 ,1..q . —• '-------e tn. 0 ....._ .- et cszi u — cl-. es tc 4.4 -4-. ,„••,. cy) — --... •o• 0 m..._ cn .1--r •__,,-r r-, cu m 0 ,-- e-Tz & U 0 Ls -s• ki -7) ,6 '•-• • -1 cl..) (...) U "+- - ,-4 •Orr 0 .I.-. Cd 31 , 0 •z_=._, 4.. ----ct 0 a) ) 0 CL) = ••••Z ' ' -,_, \ -CNA .2 --..a.i_,..\ 4,,In 11E, P4 0 I 0 G Pt.At -1? e -Fr essurie -rfcipto Vsh iii ppm �JeZ`g..Ch ec.1 7` Y1n/cAL GA RAG� 6"X4,"X 1D X10 At.e.sh f,jCietied Cawcriet 8" CONC. rc— 3000. #4 @ 18. ##4@18." 2—#4 top Pressure Treated or Red Wood~ .` psi, Fy= 40000. psi Vert © CL Horiz and bottom of wall 2 Re -Bars Above and Below All Openings BOND BREAKER Minimum, 4" CONC. SLAB #4 HORIZ. AS SHOWN 1/2" X10" Anchor Bolts 6' centers, 2 in each board, & 1' from .:ach end GRAD e. tom_ III I3ASeMe2) Damproof Below Grade .r i ALTERNATE DIRECTION OF LEGS • o o r 16" Drain Pipe to Daylight Garfield County Basic Foundation Wall Design Same pattern Re -Bar 8' Or 4' Dec. 1,1996 0' -L-1. Z7.• 'no 119 6 r. kal RI I 1•-• In 7- r p 0 , M In .4.1 n• r- r• 1/1 VI M VI -I 111 -I • - 4 n rr T1 2 AA • IA /./.1 NO L ijp r1 1/ 10 'd SJOddflS w:39 'sil 1TyL30 N:us' 1101)0 1 - - -, 75' ...--. • H: N20 3 1lxf81 yo, —75 1/4' — 6 0 ••••• .41 Cf.." P • 4.410 1 el /r. I/ rA p SE quiLl 1.7 1-3 X CT -• ;7. Ir. r.t rrt rn z 4550 fl Tf . i.., . "11 till 41 P V 1.--'; /LailILIF-1:1•_r. 11,1 'ON VA 22361,214, WV 60:90 am 86-61—ow ' 1 r3CA.I ' 1 00 SUNM' l MOW ON rvr so/4 CORN£R CO AINs /OUND IA' ASSAM) SC AIN:SAW' RIGS I ANP a, nION 25 MINA ANO PROMPPfr l a1C6 . 1021.lf.'~~ N Amour `• —_ W gt RAIY: Nie N STJR r si Naow-r MSW JatOr fJR/r /Ace,. trir 56 �f r �s ,� 6 7A it,1go 1340 sent b2 Nam .row 4.6 0 i)9nP n," 5 51 Am ow« ! ._/ Lrt.M- - r� i i'., Amffr tow J �7YM SPAM` r svilr. F f ;K/ �k - 7�i ✓ 6i rr F4 #,000 s.an marcs SECTION ?6 .,, .. ,•��foam' r (\j• I e. '7)f r L�c'�.k (3). Lai s �\r\� \ gyp. Acre= Niro/ 1£r cormsrvr 62 -iq,daD A,T% Auer �J , D tt) Yl tel" �A! io0w1 10 INSPECTION WILL NOT BE MADE MUSS SS THIS CARD IS POSTED ON THE JOB 24 Ili I US NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued —29-9W zoned Area Permit No..e 2r1) AGREEM ENT 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 Inspector and UVMEDIATELY BECOME NULL AND VIM D. Use �dt(GILr444 Address#4,egalpescripiett Owner I ( (1/,'4t Setbacks 44, tilergractor Front Side Side Rear This Card Must Be Posted So It is Plainly Visible Froni The Street Until Final Inspection. INSPECTION RECORD Footing Q cit C 4-,r a [4c,z_.. // "/% `'18 �Gq Foundation /D -- g "�''{,1� Underground Plumbing N,i_ Insulation /,? 4 _Zy. c : - ti's, Rough Plumbing ILJ a Drywall /.—ct _97,,,,,,._,_...- !_ 1 /—cfc/ - Chimney Sr Vent Electric l'iooil (l>f 10 ,-J• L - 41 p:tef c, --- Gas Piping f t . q_ 1 , ,i ) Final / � , q,_1 7 L2x Electric Rough (1t 4: ;-.i,et,- a: u,:,-i•NI) Septic Final Framing ., pl- ti.' +c , Notes: (To include Roof in place and Windows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WIIETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 945-9159 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVED 1I'f DESTROY �I, z-> ( +-.fa r, Dat91 By 4 IF PLACED OUTSIDE - R WITH CLEAR PLASTIC