Loading...
HomeMy WebLinkAboutApplication- Permitti Job Address GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Gknwood Springs, CO 81601(970) 945.8212 Nature of Work Builder Permit Use of Building Owner No. 7798 god 0233 Ca Fr650 Contractor Amount of Permits `� 4� 7 0 9 Date OcJ2 l Pcx .-•*1 .�6 �-� �-� 5-Q. 9,2701 Clerk r GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEPHONE: (970) 9454212 PERMIT NO. a INSPECTION LINE: (970)384»-5003 PARCEL/SCHEDULE NO. a ra. 934-30D393 ii : ROnIdoX . JOB ADDRESS: Q Jr 1� k k 'r /� - - - 1 LOT NO. '�} BLOCK NO. S�UBDIVISIIONIEXEMPTTON bra ( `fes,( r.Elcevri•,_• 2 °"4`1 1111ND`i u. ori MI �J moon 3 _ C S 3-J "` �4- 963,3 11 3 °°'"c'"` s 4�c— J "' Amnia 342- RA skDirk+k Ufli o $ mcrot 9t OM4, ag.420 4 ARCIONCTINCINIPM AMPS= P: LOOM 5 ea rt. or mum 1411 #l% AWE 4 i t w. Ft opLOr 2 l Ac�. e C t 3 1 NO. OF ROME , 6 mop nmrnra l 51cteekcc 7 r Ixeaunwae� y 4 � f 0 a vI Ar J'� CivvCFA �O*1 Cs +4 {�..r k i.\ �j A c 4C �j A•r A € 8 d awu OP WOOL 046- oAootlsON IAL A:PATEN MOW oautove 9 °MIAOW MOM iow� CARPORT: aanaaa °°Mala 10 PIM PLAN aDRavawAYmama )]4 �ef�a[E IMAM DDIn�PO/N. enc PIM i i YAwA1Th OP NOM t ADaoVAwAasaNS 02 [y 35(f a) r 7 SPteaAC a:N=0W NOTICE A BBPARATE ELECTRICAL PERMIT iS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. TIES PERMIT BBOOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 1S NOT COMMENCED WITHIN Ito DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I 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 W. "+ I 88 OOMPLLUID WITH WHETHER SPECIFIED HEREIN OR NOT. THE + 0 + F A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR 6 THE PROVISIONS OF ANY OTHER. STATE OR IpCAS, f, • : c 11 r • e , t TRUCTION OR THE PERFORMANCE OF ! iO'-1r"o0 PLAN CHECKFEE: 2�j '171 PERMIT FEE: Q 1 .7 S TOFAL PEE: DATE PERMIT ISSUED: i 29 . 0 C} E UCL: GROUP:CONST: TYPE: _3 u_ v, ZONING?: SETBACKS: hr.- Owner, Contractor a authorized agent %r' - *au. I ' Pp o�/ ni/j PiiePt MANU. HOME: '*1 0 0. o 0 e` 'SDS NO. & FP�.t� 1 jO00 ` I V Planning ! AGREEMENT 3S 14+ w 1„ PERMISSION 18 HEREBY GRUNTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMIITEDTO AND REVIEWED BY THE BUDDING DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PHEW, THE SIGNER HEREBY AGREES TO COMPLY WITH AIL BUILDING ODDER AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.21.201 CRS AS AMENDED. THE STONER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESGRiBED STRUCIVRE, THE PERMIT MAY 'REN BB REVOKED BY NOTE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOMENUILAND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPBCW1CATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM 'HEREAFTER REQUIRING THE CORRECTION OF ERRORS DI &AID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OP T1IS CODE OR ANY OTHER ORDINANCE OR RECREATION OF TFIIS 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 1 P1EMENT'ATION DURING CONSTRUCTION RESTS SPECIPICAILY WITH THE ARCIETECT, DESIGNER. BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Gadarmoo3 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INIT I (GO° A ofipl. 3(1 The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. 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, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to 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 ALL 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 ag • a • i ' - the above conditions for occupancy, use and the issuance of a Certificate of Occu cy for the welling under building permit # 9'79 . bpcont 64:4444 ovt, X91 a - 43, a64. crD 6/' X/$,at - /1, on oZy, 354x. ,Ore-szf 3q . 75 chte.eAt.. 0127.3y q 4Z7,0? ocr . 9.200b 1: 58Pr1 WESTERN FiC ES ti IIIMSOLVENCRESF WESTERN HOMES CORPORATION October 9, 20D0 RE; WESTWOOD PLAN W42, ZONE Ili CUSTOMER KITTAY NO 849 P.1/4 To Whom it May Concern: This letter is to certify that thethatbthus roof has lk with 3.81 a140 Ib. inive load and 10 Ib. dead load roof, and Sincerely, Daniel R. Dietrich, Director of Engineering DRDIn (AST tAiCair) co SeA,14. 4 17 /0—/'f SS 43 W)o Pooc - 3 OYh(3 19 }{w c — x Q'f LbY 8 299 North Smlth AMMO 109 Moor Avows p.a $ox 759 Woodland, Corona, California 92878-0759. COON* 95778 N9-134.4410 338442-0186 Internet hup!!wwwslFvercrtftcom • smell: infoesllwrerlor cem N Ow 4+u DO oriYhethaN MOM COOINAtoV I Polgfo +e.-WHC Colaownspi or Mugu 0116 M Na nsoot DILION4W4 CooloWelii of HONTMM • M Nr * iWK Ca./01404 Cr MHO Wear= 1 IItailnaned1Isktoric dWrwrn Haws Calpormicts 2450 Proems Way PA Bar 565 WbodbNM, Oregon 97071 59p-9$l-1UOS ,OCT. 9.006 1:30PM WESTERN HOMES NO.844 P.1/1 ,/LS5�weaeaEsr• WESTERN HOMES CORPORATION October 9, 2000 RE: WESTWOO© PLAN W-62, ZONE III CUSTOMER KITTAY To Whom It May Concern: This letter is to certify that the above home was built with a 40 Ip. live Toad and 10 Ib. dead load roof, and that this roof has a 3.81 in 12 pitch. Sincerely, l&ef 47,a Daniel R. Dietrich, Director of Engineering DRD/n i99 North Smith Avenue 109 Pioneer Avenue 2450 Progress WaY P.O. Box 759 Woodland, P.O. Box 565 Corona, California 92878.0739 California 95776 Woodburn, Oregon 97071 909-754-6610 530.662.1156 503.981-8808 Intern= hrtpd/www.silvercrest•corn • e-mail: info(c silvercrest.com Ra eNweIINkk DCuswAtlt W9fT9NN Need CORONATION • J ANnONA: WHC Corton+tioN OACw4 (FM} • I% MONTANA: DC1,..wvAN9 WHC CC OMMIGN C9 MONTANA • IN Nevwti:WHe ComemnON O NvArm SllvvRrcis It 1 Ret1stend Tetdernerk of Western Homes Corpvrsion CGarfield County Garfield County Road and Bridge Department October 11, 2000 Mike Woelke At Lot 2 of the Ryden Ranch Exemption Subdivision 970-904-5420 CC: Garfield County Building and Planning Department Dear Mr. Woelke, After meeting with Mr. Woelke, it has been determined that a driveway permit is not required. Sincerely, Kraig Kuberry Foreman Garfield County Road and Bridge Department 902 Taughenbaugh Blvd. Suite 305 Rifle, CO 81650 Phone: 970-625-8601 Fax: 970-625-8627 Form No. GW$ -25 P ANT OFFICE OF TMF .TATE ENGINEER;!,STM. , COLORADO DIV�61ON OF WATER RESOURCL n yF5 }� �} -' 43 818 Centennial Sidg., 1313 Sherman St., Denver, Colorado 80203 t• c 't , 3 c� (303) 8653581 FRANKLIN RYDEN 4860 COUNTY ROAD 233 RIFLE, CO 81650- (970) 625-1738 y$MIT TO CONSTRUCT A_WELL tri:' }i 1095 WELL PERMIT NUMBER _ _ 226404 DIV. 5 WD 39 DES. BASIN MD APPROVED WELT► LOCATION GARFIELD COUNTY SE 114 SW 1/4 Section 34 Township 5 S Range 92 W Sixth P.M. DISTANCES FROM SECTION LINES 100 Ft. from South Section Line 1400 Ft. from West Section Line J ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIOfg OF APl?R-QVj4L 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump installation Contractors In accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A) as the only well on a tract of land of 39.64 acres described as the SE 114, SW 114, Sec. 34, Twp. 5 South, Rng. 92 West, 6th P.M., Garfield County. 4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside not more than three (3) single family dwellings, the irrigation of not more than one (1) acre of home gardens and lawns, and the watering of domestic animals. 5) The maximum pumping rate of this well shall not exceed 15 GPM, 6) The return now from the use of this well must be through en indrvidual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shell be constructed not more than 200 feet from the location specified on this permit 8) Monitoring hole notice MH -38122, was acknowledged for construction of a monitoring and observation hole for this applicant, in this 114, 1/4, on 04/14/2000. 9) This permit has been approved for a parcel of land being 39.64 acres in size NOT 40 acres as submitted on the permit application form. You are hereby notified that you have the right to appeal the issuance of this permit, by filing a written request with this office within sixty (60) days of the date of issuance, pursuant to the State Administrative Procedures Act. (See Section 24-4-104 through 106, C.R.S.) . NOTE: Parcel Identncation Number (PIN): 23-2127-343-00-104 3.7.2:002 NOTE; Assessor Tax Schedule Number 210455 APPROVED 4%erz- ',' eC i 00 t No.95028 State Engineer ATE ISSUED U 8y PIRAT1 N UN 16 2002 'i;•• TAA rih a„ n n, An e a 1?V d n n• L T _..ABT n n 1.. T I .....� 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 ofa 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 checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. 1 1. Is a site plan included that indicates the distances of the proposed building or addition to property lines, other buildi s, 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 pr perty lines, wells (on subject property and adjacent properties), streams or water courses? Yes /Y►IGI 3. Does the site plan indicate the location 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 ofall reinforcing steel in accordance • h the uniform building code or per stamped engineered design? Yes S. 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 building plans? Yes ll?//r,! 1 No 6. Will this bie only residential structure on the parcel? Yes No If no -Explain: 7. Have two twiWomplete 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 nit (min. 20ft. x 20ft.); live roof load (min. 40#); wind design (min. wind speed of 80 mph & 1 ,4b. y ind load); foundation design; method of anchoring? Yes 9. Have you designed or had this plan designed while considering building and other construction code requirement ? Yes No 10. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Ga 1 County Building Department? Yes 41/ No 11. Do you understand that approval for design and/or construction changes are requiredprior to the applicatio f these 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 an • that you will be required to pay the "Permit Fee" as well as any "School Impact" or "Septic Syst : " fees required, at the time you pick up your building permit? Yes I L% 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 4:00 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 1 in to 384-5003. Yes ill. No 14. Are you aware that you are required to call for all inspections required under the Uniform Building Code includin approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy f e building? Yes No 15. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit obtain a statement from the Garfield County Road & Bridge Department stating one is not neces You can contact the Road & Bridge Department at 625-8601. Yes No 16. Attached is information for placement of a manufactured home. Please review. If you have any questions, please call this office at 945-8212. 17. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to a orm installations and hookups, unless you as the homeowner are performing the work? The lice ber of the person performing the work will be required at time of applicable inspection. Yes No I hereby acknowl ability. e read, understand and answered these questions to the best of my signatur date Phone: 904- 5-,1.) 2 (days); 945-- z1(4— (evenings) Project Name: 1 n+k ti /4 7 gel leet 1\k`d4 i ( c-� Project Address: 1,07 YO&N CAI•tr her. `pG+-f- 3 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. Perappmh 08/00 4 Designate North Arrow S' o .0 `" O v a _0 • an g c E Q -a VJ > rU-+ V es V.y L 5 X td a 0 0 0 470 cd O p y i> v a O a 0 . E 0• 23 . vi ;r C V o 91- .. a) 0 ..r 4r a b4 3 g v 0 5 03 3 County Road (Note the Road Number and Name) LTJ � s ' eirt 0 ?6c l�s 5tee1,� 434 -ti Edo -61'4e( Co'itr4L4oul5 S "x14'! 6 r� TN! AfcHeR. pier with1fle'13.0 W e? c cL To rvie 14% 5 • MoL 2e StRIP poo td 8"x tr'7 M 1 v..,tb 5p6ce FoR a. M1►'. Tn641fd p?.. wa da. 32,0ck c' 7)/ e _5,, .Z..7Ve, /IY At f.4cI1 ,I, 4N /.5Ac6 Stee? C 64irueR 7a41, 8'' Fait o4X3?€ Vic) ,c ,JIBS: , SetW //or) pieh 00.b1 9'to! 410/€'.. c,iMige °''A P Allchby ti - 8 $ XI4 y Cow(Keil A.cot11 L✓��S 2 -4`. nun /k3/ Cone dTE p,R At £fiSOA'Ly GARFIELD COUNTY Building and Planning MANUFACTURED HOMES Installment requirements within Garfield County 1. A fuel gas pipeline pressure test is required by the installer and the test is required to be witnessed and approved by the Garfield County building inspector. Test must be a minimum pressure of 10 psi and show no appreciable drop within 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.B.C. (Uniform Building Code) Section 1006.3 & 1006.9 for rise, run, handrails and guardrails. 3. All decks and porches which are more than 30 inches above grade are required to have guardrail complying with U.B.C. Section 509.1 & 509.2 with a minimum height of 36 inches. Guardrail shall have intermediate rails or an ornamental patter such that a sphere 4 inches in diameter cannot pass through Sec. 509.3. Grade (Adjacent Ground Elevation) is to be measured at points 5 feet horizontally from the level of the walking surface vertically to finished ground, floor or similar surface. 4. If manufactured 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 home. U.B.C. Section 310.9.1.4. (b) Installation of escape or rescue windows. U.B.C. Section 310.4. (c) Providing of light, ventilation and sanitation. U.B.C. Section 1203.2 & 1203.3. (d) Providing of minimum room dimensions. U.B.C. Section 310.6. (e) Protection of insulating materials for flame spread requirements. U.B.C. Section 804. (f) Forming and placing of concrete for foundation and floor slab. U.B.C. Chapter 108.5.2. (g) The inspection of all framing as required under U.B.C. Section 108.5.4. (h) The inspection of all round and/or underground plumbing as required under U.P.C. Section 712.2. 5. L.P.G. (Liquified Petroleum Gas). 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 for removal of unburned gas. U.M.C. Section 304.6. The policy in Garfield County is as follows: 1 (a) An untrapped drain with a minimum 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. 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 f unburned gas. (b) (c) The upper inlet and termination of the drains 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. 6. A final inspection of the placement, blocking, tie -downs, skirting, grading and compliance with above items is required and approval given by the building department prior to occupancy of the manufactured home or occupancy Qf the basement. 7. The Garfield County Zoning Resolution of 1978 with Amendments through December 9, 1997, has been amended to read as follows: 2.02.07 (1) Building - Conventional and manufactured: A building constructed or erected on the lot or building site or a factory and built to meet the "Uniform Building Code" or "National Manufactured Housing Construction and Safety Standards Act of 1974", has a minimum dimension of twenty (20) feet wide and twenty (20) feet long and meets the local building code requirements for wind speed of 80 mpb and/or 15 lb. wind load: anchoring requirements in accordance with installation standards based on the minimum basic wind speeds in miles per hour specified in the Uniform Building Code; and meets or exceeds the snowload requirements adoptcxt by Garfield County (Garfield County requires a snowload of 40# per square foot up to 7,000 ft. elevation and certification from the factory is required that ties the snowload to the Manufactured Home's Serial Number. Any building meeting these criteria is defined as a single family dwelling and allowed in any zone district that allows a single family dwelling. MfgReg01.95 Effective June 7, 1995 *** NOTE: A BUILDING PERMIT WILL NOT BE ISSUED UNTIL WE RECEIVE THE CERTIFICATE 2 GARFIELD COUNTY Building and Planning Department Notice of Clarification The Garfield County Board of Commissioners, on January 22, 1996, Passed by Resolution # 96-05, approved the regulation, that Roof Construction will meet or exceed a 40# Snow Load up to and including 7,000 feet in elevation. 50# to 8,000 75# to 9,000 100# to 10,000 Pre -manufactured homes are included, and must be certified by the factory, that unit, with serial number of that unit was manufactured to meet the snow load, of the elevation it is to be placed at. Or, certified by a Colorado Registered Engineer. A BUILDING PERMIT WILL NOT BE ISSUED UNTIL WE RECEIVE THE CERTIFICATE. It is the roof of the unit itself that must meet the requirements. A false roof, or "Umbrella" over the unit IS NOT ACCEPTABLE. Don Owens Chief Building Official Garfield County snow 109 8th Street, Suite 303 945-82121285-7972 Glenwood Springs, Colorado 81601 3 • b N *- ✓ cit rcit AD CD 5 °°CI "I tra 11* ▪ • Ki, § Z 111▪ 4 • riJ o i e Fo. ao V� ▪ 1▪ 4 En s • g a ate rt 1 00 O 1.4 4aIS a — 00 1-▪ 3 n• USo.� i A I F.. re , o 0 it.1' 1rte r to N ,c w �I _ 02 "1 Pt p0o Io t� I 06 Er -Cr -i mit y et cra. r : paw 11 f �Mr i B to r r... I 0 oro 1 O 'fl ra.. 2 2 ..r i a n 1 n I 0.0 I 2 6- 12 1; w .- n 0 0 n 0 0 (1' W� N 4,. 04 i`.-1►;;r,'ITIZt 1;;. 1111 LK wf ow Air ill flii 1.4 4 4 .4 .4 ta- Sa-i414 Tis 1ko u Oo 'l a EIS e't 2 sg .e N4 o1. ID 15 N 0.110,1,4 raitt iDe ws H1d30 nflWIl .o -.P e • 1 g 8" CONC. f'c= 3000. #4 0 18." #4 ® 18." 2—#4 top Pressure Treated or Red Wood psi, Fy= 40000. psi Vert CSD CL Horiz and bottom of wail 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, & J' from . ach end C R A. D e Aua Damproof Below Grade 34,/ - ALTERNATE DIRECTION OF LEGS 16" Drain Pipe to Daylight 1,1 Garfield County Basic Foundation Wall Design Same pattern Re -Bar 8' Or 4' Dec. 1,1996 7 I.1'lyik7- 74 /c AL GAR/104- 1994 Building Code Setbacks: 25 feet front and rear and 10 feet on the ides Snowload: 401bs. /sq. ft. up to 7000 feet Seismic: Zone 1 Windshear: 80 mph Wind exposure: B Windload: 151bs. /sq. ft. Frost Depth: 36 inches --30 inches from finished grade to top of footing (Liveload is snowload-imposed by snow) • COcln+LfC©fCMSQy ' Efr iri = (.U©' 5) igr ode! Ke /PPS, `clei-C Nor tza s' A C- 1-0 7L 6 Atploc. Floor Eteam-140 9Cal to 5 a� f^ ,4 7s' cJ SQ to. locyn � t: V_AAci 11 WiliS4Y' E 1 541.56' DITCH 11 II II II 11 11 11 ROADWAY e,OUT BLDG EXISTING 11 FENCE 11 LOT 1 21.705 Ace HOUSE 44 • 4 W SCE 50.0' R // 4. // WELL // j - 15.0' ACCESS AND UTIUTY EASEMENT ATPIC 14 CP 'lxor dui POND 40.0' ACCESS AND UTIUTY EASEMENT N142 IM OM POWER POLE (TYP.) 1 l\ LOT 2 21.000 Ac .± I3 i\H OVERHEAD ELECT. II 41):\! j .- 20.0' UTILITY ESMT. z I11• f (;I ROADWAY N 8r53'4t` E 1101.84' 659.66' 20.0' IRRIGATION ESM T. REBAR AND CAP LS #13501 tg 3 o0" w EXISTING FENCE REIM* am CAP 4.s • tonsls (WO N Warn' W 21.85' 509.86' u) TING :SS ) ELECT. REBAR AND CAP LS #19598 (SET) P.O.B. LOTS 1 AND 2 TRUE NORTH BASED ON • W BETWEEN THE 10732 IN PLACE AND VUM CAP (NO. PIONS, COVENANTS, AND 15 FOUND IN PLACE. TITLE COMMITMENT. ARCHED BY EXISTING ACCESS COUNTY ROAD #233 REBAR A LS /135[ 9) NO FURTHER DIVISIONS BY EXEMPTION FROM THE DEFI BE ALLOWED. 10) COLORADO IS A "RIGHT -TO -FARM' STATE PURSUANT T LANDOWNERS, RESIDENTS, AND VISITORS MUST BE PREPAR ACTIVITIES, SIGHTS, SOUNDS, AND SMELLS OF GARFIELD OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIV STRONG RURAL CHARACTER AND A HEALTHY RANCHING SECT PREPARED TO ENCOUNTER NOISES, ODOR. LIGHTS, MUD, C MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBLIC ROA OF MANURE, AND THE APPLICATION BY SPRAYING OR °THE FERTILIZERS, SOIL AMENDMENTS. HERBICIDES AND PESTI OF WHICH MAY NATURALLY OCCUR AS A PART OF A LEGAL AGRICULTURAL. OPERATION. 1 W a; 11 A r m pm O z m 73 lf) TTI 13'-6" fqk 2'— 10,E t 0' -401 APPROVED MINIMPIIONS & 1MBPECTTQ JI. GARF IELD COUNTY BUILDING DF,PA IN: by LD CO Norteno ! Malo lows AMU ON $IT[ DSOS m La d'"(-);4 41 7p tt% , ��t flH h}? -171_I S -4M f nnp . F . 1 '1h Wrirritin ,L I • (01, 1}fin•t Lf 90 ... (i -os toai) 0 C71.Ir L1 1 Ih17 I C7M I.I J4,rA . T f m(77 . G .1"10 r 0 • 4. 0 Ir C 0 C . 0 * • : 0 .1 1414 • 0. n 4. DC7 y, :.• C- N i•• 0 •_ 0 =• • IMMO 0.11M1. .T..•••,.;• • r 5•`�'xJ • :S. • 4 • OD V .E • N oOO , 0 "% c ON g V N ; y 'Q cal '6 9 �� a .. big ' a .,, lo • S t; ar �..• • 4 ,: ej �' r• � �r- • vy 1-1 CQ • • •4• • • • V `- Q • • • s • {7 '111. C0}TRUCnON' NOTES 1. GENERAL; :': ' ; `A. EnSineeFo. approval niu04! t securedf for all structural :sUbstituions B.' Contractor. to verify, all ibyout dimensions prior to •placement of 'concrete forms: 2. FOUNDATIONS:' ; A, Maximum ;soil design pressure -m, 200Q lb/A ' B. -At 7fOotings• ore oto be placed,;on''. ;Turn: undisturbed, natural soil or .properly. compacted 00'009l., approved by • •Engineer. Bockftli shclt.1:41,00rnpccted to .95Z {minimum) Standord `Proctor'Dens1ty ..'` . C Do .not place backfitf ogotnst bosernent walls until • basement. 'and. first' floor 'ore In plea ' D. Center • all footings under 'walls,' . columns. or grid lines, •unless. "otherwlse noted on plans. • E, Foundation . Bolts- 1/2 x 7*; or. M.A.S. max ' 321I- O.C. and one within'. t2'; of eoch.'end at sill, plate ::joints. Embedded••min. 7" 3. CONCRETE: A. All cost—in—place concrete 'shall be mode with type II Portland Cement, stone aggregate, and shall develop 3,0.00 PSI compressive strength in 28 days Air entrainment 5% t±1%). on grade sholf`be'poured in checkerpattern, avoiding re—entrant corners. With .construction joints located under partitions where practical. C. Slobs, topping, footings, beoms,. and walls stroll .not hove. jointa:;in a horizontal'piane. Any stop in concrete' work must. be mode at center :of span with 'vertical bulkheads and horizontal' keys; unless otherwise 'shown. All construction joints shall be as detoiled or 'as opproved by Engineer. . D. All concrete work and reinforcement detailing • shalt be in :.accordance with • ACI 318-89 . Building Code. Unless noted •otherwlse, all permanently exposededges of concrete. work . sholl :have a 3/4* . chamfer. E. No concrete' is to •be; poured onE:frozen. soil, and nil footings,' pods, and foundations must' be odequotely protected frau freezing, during ond. after pouring of . concrete. F. All exposed :concrete`;shall be covered: with 2 mil. PVC or � curincompound. • ' G.; The contractor shall• be :responsible for taking concrete samples and shall; provide Engineer' with copies of 'the test 'results: 4. REINFORCEMENT: • • • A. • Reinforcing shall .be high'. strength deformed bars ASTU designation. A61`5 .rpde '60, except ties; stirrups,: and where'•designofed.by engineer. ,All other;: reinforcing shall be. deformed :bors ASTM. desighation.°A815 Grade' 40. See . note 3D above. B., Welded Wire .Fabric shaliconform'• to: ASTM A185-70,' and' shaU:•be lopped.one full;Mesh: at side and end splices. See note 3D °cbove.. C. Reinforcement protection: 1. Concrete poured againet..;sorth, 3` 2: 'Concrete poured in forms. but exposed to weather,:1 1/2'. D. All bar' lengths ore 'drown: to scot'e: •:unless noted. No splices` of,'reinforcement'shall be ;made except as detailed or authorized by the . Eagineer;.'. `.top 'splice's, .where permitted, shall be • o minimum of '36 bar''diometers. Noke olI bars' continuous .oround corners E: Concrete. reinforcingsteel must .be .inspected by. the , Engineer or Tocol building officlolbefore placing of ' concrete, • ftp 4 • • • P O Box 1127, Carbondale, CO 61623 Ph: (970) 963.5714 Fax (970) 963-5716 E4_ 1 5-9-0 Two Car garage with shop area. Mindy Kittay Mindy Kittay Silt, Colorado 970-945-2114 First Floor Job M&mgar l 1' : 1/4" Data - 1017/00 —Pirmff Lsnalh Knit %domes skid s44 El 22-0-0 9-1-2 0-5-8 2x6 E2 27-1-0 9-1-2 0-5-8 2x6 E3 22-0-0 9-1-2 0-5-8 2x6 E4 27-1-0 9-1-2 0-5-8 2x6 GAR 9FT 1 GAR 9FT _E2 Panel Elevation Report 06100 24:20 Silt, Colorado 970-945.2114 Length=27-1-0 Width■0-5-8 Stud Spacing ■16 TPit pitch, xLen, spring- 0, 27.1-0 ,9-1-2 BPS pitch, xLen, spring- 0, 27.1-0, 0 Fire Block Hgt= 4-0-0 8-0-0 VTP-28-0-0 Offset==0-5.8 Sheathings 7/18 OSB L-0-5-8 R■0.5.8 T-0-0-0 B-0-0-0 Job:M&MGAR Panel:E4 Mindy Kitty StudssStud DF -D 2x6 1st Stud= 0-9-12 Page 4 Nom.Lumber- 354.9104BdFl /11 27-1-0 4-0-0 4-0-0 27-1.0 4-0-0 40-0 40.0 40-0 440 E3 E1 1 11 r1jt I! If ll II 11 !I fl " 11 t i 11 fi i 11 11 Cutting List Label Member Description Qty/Length LElev RElev LPlan RPIan A Bottom Plate B Top Plate C VTP D Stud E Sheathing TREATED Woi-D 2x8 Std HF -D 2x6 Std HF -D 2x6 Stud DF -D 2x6 7/16 OSB 1/27-1-0 1/27-1-0 1/28-0-0 22/8-8-10 8/8-0-0 Paneltlevation Report Job:M&MGAR • Panel:E3 Page 3 1017/00 2i:20 Silt, Colorado 970-945-2114 Length=22-0-0 Width -0.5-8 Stud Spacing=16 TP>t pitch, xLen, springs 0, 22-0-0 ,9.1.2 BPit pitch, xLen, springs 0, 22-0-0, 0 Fire Block Hgts 4-0-0 8-0-0 NTP■21.1-0 Offsetss-0-5-8 Sheathing= 7/16 OSB L■0-0-0 R.0-0-0 T110-0-0 B=0-0-0 Mindy Klttay StudssStud DF -D 2x6 1st Studs 1-3- Nom.Lumber= 352.8019BdFt K 8-11-12 8-11-12 220.0 4-0-0 4-0-0 0-11-1 40.4 0-3-12 4-0-0 4-0.0 0-8-0 E4 11 11 11 11 11 11 111 1111 11 11 it 11 11 i f Cutting List Label Member Description Qtyll.ength LElev RElev LPIan RPlan A Bottom Plate TREATED Wol-D 2x6 1122.0-0 B Top Plate Std HF -D 2x6 1122-0-0 C YTP Std HF -D 206 1/21=1-0 - D JackStud Stud DF -D 2x6 2/8-840 E Jack Stud DF -D 2.13 2/7-8-8 F Trimmer Stud DF -D 2x6 - 1(4-0-8 O Header 3P No.2 OF -D 2x8 314-3-8 H SIP Std HF -D 2x6 2/4-0.8 I Stud Stud DF -D 2x6 17(8.8-10 J Sheathing 7116 OSB 7/80-0 K Top Cripple Std HF -D 2x6 5/0-4-14 L Bot Cripple Std HF -D 2x6 512-9-8 2 11 ,- I 1 F. o 4 -0x3 -0c1-1 / E / / 14 / ILI A ti II �4, 13-9-4 21-4 8-11-12 8-11-12 220.0 4-0-0 4-0-0 0-11-1 40.4 0-3-12 4-0-0 4-0.0 0-8-0 E4 11 11 11 11 11 11 111 1111 11 11 it 11 11 i f Cutting List Label Member Description Qtyll.ength LElev RElev LPIan RPlan A Bottom Plate TREATED Wol-D 2x6 1122.0-0 B Top Plate Std HF -D 2x6 1122-0-0 C YTP Std HF -D 206 1/21=1-0 - D JackStud Stud DF -D 2x6 2/8-840 E Jack Stud DF -D 2.13 2/7-8-8 F Trimmer Stud DF -D 2x6 - 1(4-0-8 O Header 3P No.2 OF -D 2x8 314-3-8 H SIP Std HF -D 2x6 2/4-0.8 I Stud Stud DF -D 2x6 17(8.8-10 J Sheathing 7116 OSB 7/80-0 K Top Cripple Std HF -D 2x6 5/0-4-14 L Bot Cripple Std HF -D 2x6 512-9-8 Panel Elevation Report Job:M&MGAR .1 O 00 21:20 Mindy Kittay Silt, Colorado 970-945-2114 Length -27-1.0 Width=0-5.8 Stud SpacIng=16 Studs=Stud DF -D 2x6 TPR pitch, xLen, spring- 0, 27-1-0 ,9-1-2 BPIt pitch, xLen, spring- 0, 27-1-0.0 Fire Block Hgt- 40-0 8-0-0 VTP=26-0-0 Offset==0-5.8 Sheathing- 7/16 OSB L-0-5-8 R=0-5-8 T-0-0-0 B#0.0-0 Panel:E2 Page 2 1st Stud- 0-9-12 Nom.Lumber- 423.9696BdFt %c er�` b p 11 eG o i( ' dr7 d 2.4 1 RX 4-6 112 J / fi o /`E / 3.0x6-0Ext SIA + 6.-2:414.7.0 174-0 214-0 640 2-44 0-04 3.2-04-0-0 27-1-0 4-0-0 2-6-0 244 080 4-0-0 440 1-04 3-2-0 1-14 i 4-0-0 14-0 —rl 14 E1 3E E3 I it II 11 11 1TI III II 11 II II II I II 111 71 li i II 1.1 1I Cutting List Label Member Description aty/Length LElev REiev LPIan RPIan A Bottom Plate TREATED Wol-D 2x6 B Top Plate Std HF -0.2x6 _ C VTP Std HF -D 2x6 D JeckStud Stud DF -D 2x8 E Jack Stud DF -D 2x6 F Trimmer Stud DF -D 2x6 O Header 3P No.2 DF -D 2x8 H Trimmer Stud DF -D 2x6 1 Header 3P No.2 DF -D 2x8 J Sal Sid HF -D 2x6 K Stud Stud DF -D 2x8 1. Sheathing 7/16 OSB M Top Cripple Std HF -0 2x8 N Bot Cripple Std HF -0 2x6 1/27-1-0 1/27-1-0 1/28-0-0 4/84-10 4/6-10.14 113-2-0 3/3-5-0 112-4-8 3/2-7-8 2/2-4-8 17/8-8-10 8/8-0-0 9/1.2-8 4/1.4.6 • • , Panel Elevation Report Job:M&MGAR Panel:E'l 10/7/00 21:20 Silt, Colorado 970-945-2114 Length=22-0-0 Width=0.5-8 Stud Spacing=16 TPR pitch, xlen, spring= 0, 22-0-0 ,9-1-2 BPR pitch, xLen, spring= 0, 22-0-0, 0 Fire Block Hgt= 4-0-0 8-0-0 VTP=21.1-0 Offset== -0-5-8 Sheathing= 7/16 OSB L=0-0-0 R=0.0.0 T=0.0-0 B=0-0-0 Mindy Kittay Studs=Stud DF -D 2x6 1st Stud= 1-3-4 Page 1 , Nom.Lumber= 388.6093BdFt Nfi c clo /H / a T N N //F p E GAR 9FT b GAR 9FT A 1-1-8, 9.3-0 1011-3-0 +1-3-0+ 22-0-0 9-3.0 2218 1-1-8, >Ic 1-12-8 8-0-0 E4 y1.0.8 1 3�604-8 8-0-0 0.10-81-1-81 E2 !. I IIu Cutting List Label Member Description OtyfLength LEIev RElev LPIan RPian A Bottom Plate TREATED Woi-O 2x6 1/22-0-0 B Top Plate -- Std HF -D 220 1/22-0-0 C VTP Ski HF -D 2x6 1/21-1-0 D JackStud Stud DF -D 2x8 4/8-8-10 E Jack Stud DF -D 2x8 8/6-9-8 F Trimmer Stud DF -D 2x6 2/9.3-0 O Header 3P 140.213F-0 2x10 6/9-9-0 H Stud Stud DF -D 2x6 5/8-8-10 I Sheathing 7/18 OSB 7/8-0-0 J Top Cripple Std HF -D 2x6 18/1-1-14 %ale Framing Syste P O Box 1127, Carbondale, CAS 1623 (970) 963.5714 Fax (970) 963.5716 0 :I Eagle Framing Systems PO Box 1127 Carbondale, CO. 81623 EFSCCOool.com Telephone: 970-963-5714 Fax: 970-963-5716 Name: dike Mindy Address: Silt Mesa Telephone: Description: Job: MMGAR Scale: 1 : 48 Dote: 9/17/00 Drown By: Mike Woelke • • • ',Job Truss cuss Type Qty Ply MMGAR TO1G GAMBREL ATTIC 2 1 Emla Framinn SI/stoma r• rhnnilnle r..i..ra.. Qicne {.1. -01 16.0 7-7-4 7.7-4 5 4.00 12 741-- 18.4.12 8-9-8 5x6 M20+4= 0,32 se 18 1999 MITek Industries, Inc. Sat Oct 07 21;54:44 2000 Page 1 24.0.0 2580, 7.7-4 1$0 2411 CF1,2X6SPFNo.2 X44 SPF No.2 �n2 2.111 213 25 21 23 22 1x411 1x111 OA= 1x4 {I 2.611 7-7-4 1�d 18.4.12 21-414 14 17 16 2•6I1 1x411 OA= SII 7-7.4 8-9-8 { 1x4 11 24-0.0 1x4 11 1-7-4 { Plate Offsets (X,Y): f2:edge,0-2-15), {2:0-3-100-o-9� X10:0-5-103-0], (14:0-0-0,0-2-15), [14:0.3.10,0-0-91,123;0-4-O,edge], {30:0-1-12,0-0-0] LOADING (psf) TCLL 45.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.36 BC 0.19 WB 0.56 (Matrix) OEFL (in) (loc) Vdefl Vert(LL) nla - n/e Vert(TL) 0.02 1-2 >859 Horz(TL) 0.00 n/a 1st LC LL Min Vdefl = 360 PLATES GRIP M20 1971144 M2OH 148/108 Weight: 159 ib LUMBER BRACING TOP CHORD 2 X 8 SPF No.2 TOP CHORD Sheathed or 6.0-0 on center puriin spacing. BOT CHORD 2 X 4 SPF No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. B3 2 X 8 DF -N No.1/No.2 OTHERS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud REACTIONS (113/size) 2=719/24.0-0, 23=-179/24.0-0, 22=658/24-0-0, 20=-74/24-0-0, 14=718124-0-0, 10=52/24.0-0, 24=183/24-0-0, 25=275/24-0-0, 20=79/24-0-0, 21=513/24-0-0, 10=161/24-0-0, 17=279/24-0-0, 18=79/24-0-0 Max Horz 2=323(load case 1), 23=3(Ioad case 4), 22=-4(load case 2), 20=3(Ioad case 3), 14=-322(load case 1), 19=-1(load case 4), 24-3(Ioad case 4), 18=1(Ioad case 4) Max Uplift2=-147(Ioad case 6), 23=-382(load case 4), 20=-7020ed case 4), 14=-147(load case 6), 24=-51(load case 6), 25=101(load case 7), 28-58(load case 6), 18-52(load case 5), 17-102(load case 7), 16=-58(load case 5) - Max Grav2=884(load case 2), 22=760(load case 2), 14=851(load case 3), 19=101(Ioad case 4), 24=186(Ioad case 2), 25=340(load case 2), 26=108(Ioad case 5), 21=891(Ioad case 4), 18=172(load case 3), 17=347(load case 3), 18=108(load case 6) FORCES (Ib) - First Load Case Only -_ - - - TOP CHORD 1-2=79, 2-3=-583, 3-4=478, 4-5=-483, 5-8=-425, 10-11=-428, 11-12=-483, 12-13=-477, 13-14-582, 14-15=79, 6-7=-743, 7-8=-668, 8-0=-873, 9-10=-738 BOT CHORD 2-28=0, 25-26=0, 24-25=0, 23-24=-2, 22-23=0, 21-22=0, 20-21=0, 19-20=0, 18-19=-2, 17-10=0, 16-174, 14-16=0 WEBS 6-27=315, 27-28=312, 28.29=312, 29-30=312, 10-30=284, 6-22--081, 10-20==406, 8-28=53, 7-27=-85, 5-24-128, 4-25=-227, 3-26=-70, 9-20=-102, 21-30=-74, 11-10=-131, 12-17-230, 13-10=-70 NOTES 1) For studs exposed to wind, see MiTek "Standard Gable End Detail" 2)M plates are M20 plates unless otherwise Indicated. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaoed at 2-0-0 on center. 5) This truss has been designed fora 10.0 psf bottom chord live Toed nonconcurrent with any other live loads per Table No. 18.8, UBC -97. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 Ib uplift at joint 2, 362 lb uplift at joint 23, 702 lb uplift at joint 20, 147 lb uplift at Joint 14, 51 ib uplift at joint 24, 101 Ib uplift at joint 25, 58 ib uplift at joint 28, 52 lb uplift at joint 18, 102 Ib uplift at joint 17 and 58 Ib uplift at joint 16, 7) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard CSI TC 0.42 BC 0.59 WB 0.40 (Matrix) -Job- ' Truss Truss Type Qty Ply MMGAR T01 GAMBREL ATTIC � 13 1 F11n1A Framinn Cuetame r...l.....de1.. {��('a "........d., wenn �� Y JI 4.32 s Feb 18 1999 MiTek industries, fnc. Sat Oct 07 21:56:33 2040 Page 1 1.145-01 I i -e43 ci • OCX t /.00 12 2X6SPFNo.2 I 4"� P 2x44B Xz$AF-N 1950F 1.7E PI /1:11M1 I -1_ m= 7.7..4 13 12 10x10= 1e-4.12 8-9.8 Sib 18-1.12 11 10 10x10= 24-0-0 7.7.4 24-0-4 2 1-8-0 54= 7.7.4 8-9-8 Plate Offsets (X,Y): [2:0-8-00-0-11), [4.0-4-0,0-3-11], [6:0-4-0,0-3-111,J8:0-8-0,0-0-111. 111:0-2-4,0.501 LOADING (psi) TCLL 45.0 TCDL 10.0 BCU. 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Inca YES Code UBC97/ANS195 7-7.4 LUMBER TOP CHORD 2 X 6 SPF No.2 BOT CHORD 2 X 8 DF -N 1950F 1.7E WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud 'Except' 2X4 SPFNo.2 WEDGE Left: 2 X 4 SPF Stud, Right 2 X 4 SPF Stud REACTIONS (ib/size) 2=2206/0-5-8, 8=2206/0-5-8 Max Horz 2-347(ioad case 5) Max Uplift2=-260(Ioad case 7), 8-260(load case 7) Mex Grav2=2298(Ioad case 2), 8=2298(Load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=96, 2-3=-2772, 3.4=-2485, 6-7=-2476, 7-8=-2763, 8-9498, 4-5=.1117, 5-6=-1121 BOT CHORD 2-13=1898, 12-13=1898, 1142=1614, 10-11=1894, 8-10=1894 WEBS 4-14=-831, 5-14=-830, 442=765, 6-11=741, 5.14=167, 3-12=-118, 7-11=-116 DEFL (in) (Loc) Vdeft Vert(LL) -0.1911-12 >999 Vert(TL) -0.2211-12 >999 Horz(TL) 0.03 8 n/a 1st LC LL Min Vdeft = 360 PLATES GRIP M20 197/144 Weight 1641b BRACING TOP CHORD Sheathed or 4-0-11 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 1 Row at midpt 4-6 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 6.0 Fist bottom chord dead Toad, 0 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 180 ft by 60 ft with exposure C ASCE 7.93 per UBC97/AN81951f end verticals or cantitevars exist, they ere exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL Increase is 1.33, and the plate grip increase is 1.33 2) Unbalanoed snow loads have been considered for this design. 3) All plates are M20 plates unless otherwlse indicated. 4) This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) Ceiling dead load (5.0 psf) on member(s). 4-14, 8-14 6) Bottom chord live load (40.0 psf) end additional bottom chord dead load (10.0 psf) applied only to room. 11-12 7) Provide mechanical connection (by others) of truss to bearing plate capable of wttllatanding 260 Ib uplift at joint 2 and 280 Ib uplift at JoInt 8. 8) This truss hes been designed with ANSUTPI 1-1995 criteria. LOAD CASE(S) Standard INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPEIoNS BUILDING PERMIT GARFIELD COUNTY, COLORADO No.... .... .., Date Issuedj.! ��••�ned Area Permit 8i.! AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with laws and regulations related to the zoning, location; construction and erection of the propos structure for which this permit is granted, and further agrees that if the above said re ulati•_ are not fully complied with in the zoning, location, erection and construction of the abo described structure, the permit may then be revoked by notice from the County Buildi Inspector and IMMEDIATELY BECOMFNULL AN I VOID. Use (F�V\U_ Address or Legal Desc 3■ FYI A Setbacks Front Side Side Rear This Card Must Be Potted So It is Plainly Visible From The Street Until Final Inspection. IN ECTION RECORD A Footing _ io-ac-aa (ice, / f 1/_= 2-Ce/I Foamdni onmp a ns 1), .4,0 Underground Plumbing I Insulation Rough Plumbic 1 1 .-o Drywall tt Chien ent Electric Final (by State Inspector) ti..0-plG Gas Piping 11_24 .,00 K.,_ . ..Ea . ! Final /2,4,00 li 'Septic Electric Rough (By State Insp�ctor))�- Final P � /6-25'oz, Framing {., i(_z.croQ/ V (To include Roof in place and Windows and Doors installed). I Notes: Ao¢# (rte 17 to I kARit 4, ) Id (p /2. ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERIN( WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. droodbis THIS PERMIT IS NOT TRANSFERABLE Phone1111110118116. 109 8th Street County Courthouse Glenwood Springs, Colorad APPROVED DO NOT DESTROY THIS CARD D.t,IdRofl B e4 IF PLACED OUTSID - COVER WITH CLEAR PLASTIC