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HomeMy WebLinkAboutApplication- PermitNo. 6596 GARF1T?Ll) COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suitt 303 Glenwood Springs, Colorado 81601 (303) 945-8212 Job Address 0019 Tariat Road, Antlers Orchard, Lot 39A, Silt Nature of Work Building Permit Use of Building_ Manu. Hone on Foundation Owner Thomas & Karen Garrison Contractor Owner Amount of Permit $ 447.09 Date January 26, 1998 Permit: 149.75 Plan : 97.34 Set Up Fee : 2.00.00 Paid $297.34 1-15-98 S. Archuleta Clerk Y GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEPHONE: (970) 945-5212 Applicant to complete numbered spaces only. // INSPECTION LINE: (970) 945-9159 PERMIT NO. 5-94 PARCEL/SCHEDULE NO. JOB ADDRESS: 0 Q/ 9) t/ 1 '` _ 4 L 1 / J r LOT NO. 3e9 4 BLOCK NO. SUBDIVIS1ONJEXEMPTION /f.,,,1 /I'.. jj n/ //I"`!!!l f f rd I //5.94f (%'(/4/1125 2 01YF7FR /� _ 4 6r'h Garr ISM AUDIlFC4 �r 31.25 I evy � i &Le (O pm It3r WK. MI 3 CONTRACTOR V W hie 4-- ADDRESS P13: DC:. NO: 4 M CTI NOTh.' ADDRESS PH: LTC N'0: 5 SQ. Ft. °THUDDING J// //5 I I / L( Q. PT. OF LOT i A /� YJ!v 4- HEIGHT NO. OF FLOORS 6 UaEOFBUIL NG -Re s IAe /' /(alr 7 jN =MBE WORK il04a I�III. 8 CLASS OF IVORY: EW OADDRMON SA1.TDIA ITN W.LOVE °REMOVE 9 OABAOE 0111.7 ODUUBLE CARPORT: a SIN(JL ZDDIM LE 1 10 D DR VEWAY PERMIT - SIOEM SEWAGE DISPOSAL TE PUN VALUATION °F'WOJJ S ADJUSTED VALI/AQONA SPECIAL CONDITIONS. A SEPARATE COLORADO. THIS PEi.MTIBECOMFS IS NOT SUSPENDED IS COMMENCED. I HEREBY KNOW THE GOVERNLNGTHIS HEREIN AUTHORITY LOCAL CO ELECTRICAL PERMIT NULL COMMENCED WITIIIN OR ABANDONED CERTIFY THAT SAME TO BE TYPE OF OR NOT, 1TIE GRANTING TO VIOLATE LAW REGIILAI ON. NOTICE IS REQUIRED AND MUST BE ISSUED BY THE STATE OF AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 180 DAYS. OR IF CONSTRUCTION OR WORK I5 FOR APERIOD OF 18O DAYS AT ANY TIME AFTER WORK I HAVE READ AND EXAMINED THIS APPLICATION AND TRUE AND CORRECT. ALL PROVISIONS OF LAWS WORK WILL BE COMPLIED WITThWHETHER SPECIFIED OF A PERMIT DOES NOT PRESUME TO GIVE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR CONSTRUCTION OR THE PERFORMANCE OF I f /y} �/ ��'L Date ! f +�` f (7 }� �"�C�CKPEE: 711 /p -/y -'f J . .5 PERMITFEE: �/7y�//�♦7'�j h/-+ a'T ` f Y 7! TOTAL FEE .. r I7 DAIS' PERS II 1SSU jD. 1 / `oS OCC: GROUP' CONST; TYPE: R 3 IV ZONING:SETBACKS_ Signa Owner, Contractor or authorized agent having teams enders • . , . oticc above. 0M.re". 1- J '-'013 "� ' %'6rf,E /% %i <%� MANU. HOME04, ©D' B O /// ISDS NO. & FEE: '-', �_ D * �3 iii Building Dep. Approval/Date Plairnm,g Dept. AppiayLllD' e AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE SIRUCIVRF 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 OFERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN V IOKATION OF THIS CODE ORANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF 111E SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTTTUTE AN ACCEPTANCE OF ANY RESPONSIB ILmES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBI.fIY 10R THESE ITEMS ANT) IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WTT1iTHE ARCHITECT, DESIGNER, BUB_DFR AND OWNER CON24ENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Gaafotm.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERST.AND THE. AGREEMENT ABOVE. INITIAL) pd. ' a97, 2 /-7518 r -C : OWNER ADDRESS INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION TAo, as to am Ka reh F 6arrtsc.-1 r� 31;5 /1 W y V 3r , PL / C2 G' PHONE q76) - 6,2 5 - 9a5 S CONTRACTOR ADDRESS PHONE PERMIT REQUEST FOR NEW INSTALLATION ( ) ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY: Near what City of Town S f f Co Size of Lot . J� 4 Legal Description or Address -D-1 3 94, 4n 7 J r5 OitA a r-cI WASTES TYPE: DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: Zditia'r- Number of Bedrooms 3 Number of Persons Garbage Grinder ( Automatic Washer Yv Dishwasher SOURCE AND TYPE OF WATER SUPPLY: ( ) WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Was an effort made to connect to the Community System? /VA A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: 100 feet Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: Depth to first Ground Water Table a d Percent Ground Slope 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: SEPTIC TANK ( ) AERATION PLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET ( ) OTHER - DESCRIBE FINAL DISPOSAL BY: ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER - DESCRIBE WILL EN,LUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? p)() PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes per inch in hole No. 1 Minutes per inch in hole NO. 3 Minutes per inch in hole No. 2 Minutes per inch in hole NO. _ Name, address and telephone of RPE who made soil absorption tests: Name, address and telephone of RPE responsible for design of the system: Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for perjury as provided by law. Signed i j ` ' Date /c)-98 PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 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 location and direction of the County or private road accessing the property? Yes Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accord a> with the uniform building code or per stamped engineered design? Yes ✓✓ 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 your building plans? Yes No G. Will this be the only residential structure on the parcel? Yes No If no -Explain: 7. Have two (2) replete 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. 2011, x 20ft.); live roof load (min. 40#); wind design (rein. wind speed of 80 mph & 15I, -wind load); foundation design; method of anchoring? Yes 9. Have you designed or had this plan designed while considering building and other construction code requirements? Yes � 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 No 11. Do you understand that approval for design and/or construction changes are required prior to the application of ese changes? Yes No 2 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 S m" fees required, at the time you pick up your building permit'? Yes No 13, 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 5:04 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 celled in to 945-9159. Yes �/ No 14. Are you aware that you are required to call for all 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 1Z No 15, Attached is information for placement of a manufactured home. Please review. If you have questions, please call this office. 1 hereby acknowledge that 1 have read, understand and answered these questions to the best of my ability. ature Phone: &P,;5-9 (days); Project Name: Project Address: Notes: 00z1z).414), Zekcal-- /— /3 K date (evenings) 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. PerAppO2.95 3 Effective August 15, 1995 County Road (Note the Road Number and Name) (z• - • \ 0 0 F AMIN tivoN apub'isaQ 0 0 0 0 CD n co VY ro 0 1 O o n 0 • n 0 /-h- CD co 00 c � 0 iJ cr.; � c az � � U CD P v' C y P co .41 a»aoJ • 0 O r- 39.8 1 vV • Marty tt1.toh aavaisaU JAN -22-98 THU 10:59 AM GOLDEN VILLA HOMES FAX NO, 19702455475 P.02/02 JAN -22-98 THU 08:31 AM RAF 40VSNc o d 9iaN OF CHIEF INDUSTRIES P.O. Box 177 111 Grant St. Aurora, Nebraska £8818-0127 Phone 402-68443250 B4NNAILLA GOLDEN VILLA HOMES 2475 HWY 6 8.50 GRAND JUNCTION CO 81505 Re: Serial #00850; Floor Plan #66008-89 Customer: Garrison FAX NO. 4026946873 P. 01/01 January 22, 1998 This letter is to certify that the above home was built by BonneVilla Homes and designed, constructed and inspected to the Federal Manufactured Home Construction and Safety Act of 1974, Title 24 CFR, Paris 3280, 3282, and the law 42 U,S.C. 5401 et. seg. The home was constructed with a 40 psf live roof Toad (55 Ib. total load). The compliance certificate, located on the interior of the horne, will verify all structural loads at the time of construction. The State of Nebraska, acting as agent under the Department of Housing and Urban Development as DAPIA and IPIA, approved the home in both design and construction, Evidence of their approval is the H.U.D. compliance label which will be located at the end of the home. Thank you. cern. ---iy--/-07/0+5 -6- /*Mil 5 C,A-a 1,;„(2, D 0 t 7 et-A--caW Sincerely, BONNAVILLA HOMES MIKE NEWMAN SALES MANAGER MN:k �r7 tir FOUNDATION 8" STEMWALL (NON ICE BLOCK) 1. Thickness and use of rebar is customer/contractor decision. 2. Perimeter of wall is to be poured as shown in the attached perimeter layout. 3. Ridge beam supports are attached. 4. There must be a crawlspace access with minimum net measurements of 30" x 30" x36". 5. There must be 1 square foot of foundation ventilation per every 150 square feet of floor space. 6. There must be a 2 x 6 sill plate installed with bolts recessed into plate. 7. The interior footers are_not to be backfilled. 8. The exterior wall must be backfilled up to 6" to 12" from the top of the sill plate, flat and level full length of foundation (approximately 20' out from foundation). 9. This foundation is not engineered for any specific soil conditions. If engineering of foundation is required it is customers responsibility. 10. Concrete support layout is for support of the home as required by the manufacturer. Perimeter walls should be erected per the attached perimeter layout sheet. Perimeter walls may require widening of outside and endwall concrete supports. 11. These diagrams are for informational uses. They will not supersede local building requirements. 12. Unless specifically noted and a separate bid is attached, construction is the responsibility of others. Any questions on foundation, please call Shawn at (970) 245-9039. r a ✓ 14 II I! I! II • J J J J G Y z J U 0 0 • J 71 m W 0 00 0 0 0 a c S h a w c74- 0 0 w z 3 0 0 z 1!1 In 0 MI1TEK INDUSTRIES INC. .RIOR TRUSS • .. VI06 0 al, 6 dhOrlq `M1a b W z INET FWD DESTRUCTIVE CRITERIA (230 UNLESS OTHERWISE 00 u1 J Lo 140 0 zz V •V1 nu 00 ,-7••• 41w 1 1 1 4 a 4 v,w� NN e ►iiti?Q�iai��i r 0 ••` 41i ur — in 44 40 a 4 CoA co • N N = I in-~ ty W 1 1 --i ▪ N J xxx CO •4•117" 111 I '� Rtifir...• N • "1O -' m I- .j O I I I W W t S Y O 0 +yi1n ALTERNATE LOADING CO 0) 0) Crp J adoPm.o0a oa j vir riri gr.IW W1i�iir xlKxxxxxxxx • 0 0 0 P 0 0 0 0 0 d NCIiwl �1✓1.- W 0000000000 N N N N N N N N N N 3�Ixs�aa3aa 08NM.0 000 0 0 + N 41 1 = O d 0 0 00000 0000 14.1 Y tn."' q 04 a a ?{ N J W 0 uJ 0 U M r`' m 2 CHECKED BY: Industries, Inc. andtr 0 11 ;lit Aithh..CNARtrn uCYHCR 0 1- r O 0CC0 m0 � U Q U In OPT_ SPLICE X10 0 0 RESTRAINED U 0 Q J �trl O t.1 Z U 0 a L. V, 3 zx Li r-- a acc J w 0 0. 0 J a 0 CC z a• x �iJ * O W ear !-'3g �Ww uzd{n1- az trtw ,J Ow LJ z 1!F w CJ C Q W Ix m W 0 U) LI V} S wr 1- O Q 1Q^vi0 L. W J J m VI Q d V] J _ VIE. OFaa-Z 7 li 11~1 = In m x iJ d _ .0 Z W �a�a� W 1� vi tJJ 1- 0 z z 0 4- 0 0 0 z a in W z l l - U m h 0 z 0 0 THIS DESIGN 1( .t ..JI ✓ 11 to z cn tn _I - LE `^ VIW a� ma WZ0 H W F' 0 U l+J W w 0 W 4 4- I4- a= a- )- �zI„ w W 0 0 zca 1I woo x IYaz W IJ W ▪ W 0 0 [O Z W Y vl a S0 vi CC JQ U VI0 W F' z 0 Q Y Onti az ala �— {Jo W O w z vl S •-•, - W 0 �- z s 5. VI taj Li- 0 0 Nan ?41- In z w Inmz WZZ Sett' Mw0.,rr J o0a. P4 z 0 V1 0 z IMPORTANT;READ NewnianM 12/12/97. 8:31:25 AM QIy 66008-89 Quote 5788 for Golden Villa Homes SILT CO 81505-0000 GARRISON Description Price Option Special Options: 1 •Associnlion Dues: Advertising: 36 INCH DOORS INTO MASTER BEDROOM AND MASTERBATH 36 INCH INTERIOR DOOR V 13'-B' 7d'-0" r -d' FAN/LIGHT k" --- 5'-B' BA WSIER C Kff E !RING RO:'M 11 1 1 a 'I1 T 4- 1 r ▪ I Ir • Lf MASTER BEDROOM PAW- ROOM I I lyl I I I > 1 I fYl GCn-EDRAL �A TFsaoVaiwr LINING ROW t -Jr r 3rd EECf+O M 2nd BEDROOM Ir " 10'-B'17-4 3FBB-8389 2660' Floor Size 2fi'-4"x5fi'-0' 1475 Sq.Ft. 3FBB-A289 6600E-89 TE6 660BB-89 TE6 J FANIL.IGHT Thomas Garrison 77 Date 36 INCH INTERIOR DOOR V 410 Karen Garrison Date /Pag 4 of 4 73 1iison Spain Date 3. x A 'lam 4.41 4 f+ ormi • • • i I1 07: n. -I ff 1•1 • O E 4 4• -Di MINIMUM DEPTH = A s 10 0 CD ▪ N .13 3•• 3.. V'+ rZI LA O 2 0 m ; 4' rn r-. T } 0 -v - 3. N 0 n Fio• c O 9.4 O • C n ct)O co az c • r+ %V O co �o cs' • C cp CD 171 Ca. • O crq L.' C3 00 cq � O 00 -• 0 00 G1 n n 0 0 ii c CR CD 0 co co r - co co co F Z-1 crO ccp O x. • c o o O . crci CD cin � 7 C▪ D CD r... I - o • o (IQ 00 4-f -1 a 4 r 1 — f T 00 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 limitation, 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. A304.3.3.2 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. A304.3.3.3 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 for a 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 aithorize 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 be 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. 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 seryice 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 taws 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 inspector during construction of specific types of work as described in this code. APPENDIX 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 unit. 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 Iimitations 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, I984 Edition, Draft, shall be deemed to meet the requirements of this Appendix A. A501.2 Manufacturer's installation instructions. The instaI- 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. A501.3 Rationality. Any system or method of construction 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 havingjurisdic- 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 or con- 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 differentia] settlement. Where a design is not provided, the minimum foundation requirements shall be as set forth in this code. A502.5 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 mm) 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 exte~n'I e perimeter enclosures shall a construct=r1Trrerinals 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 Home 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, firesafety 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 fill 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 loads 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 toads 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 shalt 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 rnanufacturer'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 comer 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 frame 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. 2. Piers between 36 and 80 inches (914 mm and 2032 mm) in height and all comer 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 tie 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 nim) 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 toads 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 401050 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 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 1 icensed 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. A11 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 3/16 -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..A11 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 (1.43 kg) with no more than 2 percent elongation and shall withstand a 50 percent overload [4.750 pounds (2.15 kg)1. Ties shall comply with the weathering requirements of Sec- tion A604.3. Ties shall connect the ground anchor and the main structural frame. Ties shalt not connect to steel outrigger beams which fasten to and intersect the main structural frame unless specifically stated in the manufacturers installation instruc- tions. Connection of cable ties to main frame members shall be 5/g -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 ties 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. COLORADO STATE ELECTRICAL BOARDOJ :INSPECTION REPORT AND CORRECTION NOTICE w P mit#,_ CoRtractur/Homeowner )Ct:16114P-A/ 1 u --µs--10lh Address 001 -r --C -te(i5 -1C Phone # Date received 1-1—/q -CO'. Date Inspected 4.19 Travel Time (37(.4.- Inspection Time Time Lapse .-C-� (� Arrival Time ,'`f 0 TYPE INSPECTION Power Connected Ye No ❑ Res. ❑ Comm E Rough -in D Fin Partial ❑ Reim Temp Meter ❑ • Temp Heat D Mobile Hom ~ Service E Other (please specify) r Service: Wiring Method Type 1 0 or 3 0 : Classified area Yes _ No. _ Size GFCI Yes No Overhead Finished basm't Yes_ No Underground Sub panels Yes J No Type Grnd Elec Range Yes ,No Size Grnd Conductor Elec Dryer Yes No Elec Wtr Heater Yes No Date Meter Released Action: Accepted ' Rejected Remarks REINSPECTION FEE REQUIRED. A reinspection will not be performed until the reinspction fee is received.___, Inspector LAcj Page 1 of INSPECTION WILL NOT BE MADE UNLESS THIS. CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR 1NSPEC1`IONS r BUILDING PERMIT GA FIELD COUNTY, COLORADO Date Issued.I feoged .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 pe mit may then be revoked by notice from the County Building Inspec and IMMEDIA LY BECOME NULL AND VOID. ` � f Use Ji I I . / . N ` t e6a1 Description .Ri` ,Wa„ LT !;. Own e S /i�/ Contractor a Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing -- Y .\.____7 Foundation - , Underground Plumbing Insulation Rough Plumbing Drywall Chimney & Vent Electric Final (by Slate Inspector) ti `/`} :iv ,,,�' Gas Piping, -9X 141'1.--t--/ Final 4- (7 - g A 4 Q ND Electric Rough (By State Inspector) Septic Final : 9 ' Framing . (To include Roof Inlace and Windows and Doors iostaDed) Notes: EL QEV T (e - ook-xr AND APPROVED BEFORE COVERING - 1 UNDERGROUND OR ABOVE GROUND. ALL LISTED ITEMS MUST BE INSPECTED WHETHER INTERIOR OR EXTERIOR, %Sr% THIS PERMIT IS NOT TRANSFERABLE Phone 945-8111 109 8th Street County Courthouse Glenwood Springs, Colorado. APP - • VEDDO NOT DESTROY THIS (.',-ARD Date I t F By IA i ` • PLACED OUTSIDE - 1 OVER WITH CLEAR PLASTIC