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HomeMy WebLinkAboutApplication- PermitOD -01 1 No. 8796 GARFIELD COUNTY BUILDING, SANITATION, . (7 (�'3 J and PLANNING DEPARTMENT 109 8th, Street, Suite303 Glenwood Springs, CO 81601(970) 94S-8212 Nature of Work Use of Building Own. Conttactori( Q. 49 .afD Amount of Permits Date Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEPHONE: (970) 945-821.2 4 3 i c r PERMIT NO. l ( ISPECTION LINE: (970)384-5003 . on PARCbLASCIEDULEam-331-0.116 JOB ADDRESS: 1 LOT NO. Z. BLOCK NO. SUBDW1SION/EKEMPTION j 2 GWNER4i 3 U44M •A 3 Co rrIAcma 4 ADDRESS • --� ADDRESS / Com'• SA/ 4 1G , ADDRESS 'HZ Z5 -0753 PH: WKPH; 91 t!�Y LIC, NO: LICNG: 5 Sq. FT OFnvacm 214/0 I SQ, FI; OFtO'C 3911,1 Imam No. CFF1.11eas 6 BSE GP BUILDING 7 8 DESCRIBE WORE: .CLASS OR WORK j'euvvvt re<siStArie-- /10. ) an cap, oADDMON GALT ATION WMONE AREMOVE 9 GARAGE: too 'V asiNOLE mAGUBLE CARPORT: oaRRIE ono ODLE o DRIVEWAY PERMIT 10 'k -toe ("A VALUATION OFWORID 0 ail, 26,' coo s4EQ.1LCCHI7rRONS: OZEr$ SEWAGE DISPOSAL (SEPTIC) wal<PLAN ADEPT F.71 VALUATIDIES r 311. '7 r "V NOTICE A SEPARATE ELECPR1CAL PERMIT ES REQUIRED AND MUST BE ISSUED BY THE SPATE 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 1W DAYS AT ANY T1MT AFIERWORK IS COMMENCED. I HEREBY CERTIFY THAT •I HAVE READ AND EXAMINED TIUS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT, ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIiTED 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 REGULATING CONSTRUCTION OR TBE PERFORMANCE OP CONS /01 uiiding Dept. A , , w oto 7-103 a PLAN CHECKFEE: 23IP• PERMIT t t k : 3ep 3. TOTAL FEE: !l419. 34, DATE PEEWIT ISSUED: OCC: GROUP: CONST: TYPE: ZONING: SETBACKS: ditier-itel1/714.3114ANEJ.11 PIattningDept.Ap1IDato - ISDSN .&FEE! say, AGREEMENT PERMISSION IS HEREBY GRANTED TO w11 APPLICANT AS OWNER, CONTRACTOR AND/OR TIIL AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE A DETAILED ONPLA:NSAND SPECIITCATTONSSUBMITTED TOANDREVI WEDBY7114 BUILDINGDEPARTMEVT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER -HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES M D LAD USE REGULATIONS ADOPTED B' GAR RAD COUNTY PURSUANT TO AUTHORITY .GIVEN HF 3028.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULL. COMPLIED WITH TY THE LOCATION, ERELSIIVN, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FRO\ THE COUNTY AND -THAT LkIENAND THERE 1T ST&LLLBECOMENO11,ANI} VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SMALL NOT PREVENT' THE BUILDING OFFICIAL FROM T TERREQTTIIRLNG TIB CORRECTION OF ERRORS HJ SAID PIANS, SPECIFICA'T'IONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN P VIOLATION OF THIS CODE ORAiNY OTHER ORDINANCE ORREGULATION OF THIS JORISDIGTION. THE REVIEW OF THE SUBIvf1'FED PLAINS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSUMER AN ACCEPTANCE OF AN' RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR. DISCREPANCIES_ THE RESPONSIBLE iI FOR. THESE =MS AND ILIPT.EMENTATIOI DUPING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BDILDERAND OWNER. CONE EN1'S ARE TP_ DEIFTOBE COT'NSERVATIVE AND DT SUPPOR'. OF THE OWNERS INTEREST. Gartbm oo3 THEREBY ACKNOWI.PT)GETHAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. iiN1TIAL) i{135 2 -Z\1 -1D-3 +t= r s i 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 washbowl, 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 1997 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.Q. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancv;use and the issuance of a Certificate of Occupancy for the dwelling under building permit # "Ti -3 . grec,4-- 6//6/o Signature Bpcont082002 Date r 3 ti Applicant 3` PLAN REVIEW CHECKLIST Building /t,A Engineered Foundation —Driveway Permit , - urveyed Site Plan ,---"--Septic Permit and Setbacks Gra ed /Topography 30% 'Attach Residential Plan Review List nina= Application Questionnaire u 14 Subdivision Plat Notes Fir Department Review Valuation Determination/Fees ✓Red Line Plans/Stamps/Sticker Al .Attach Conditions Application Signed ‘nReviewer To Sign Application -parcel/Schedule No. 40# Snowload_Letter--Mani-Erns. GENERAL NOTES: 243,pX Date 7-1-03 2.2, 3417 Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes bslaisite plan included 'that identifies the location of the proposed structure or addition and ,distances to the property lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or more must be shown on site plan. NOTE: 106.3.1 (7.) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope' v Yes 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their si ture and professional stamp on the design. Yes 3. Does the site plan include any other buildings, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks do apply. Yes iv" -- 4. /^ 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 5. . Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? A Floor Plan of the Modular Unit showing exterior doors is required. Yes 6. 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 7. Will this be the only residential structure on the parcel? Yes No If no -Explain: 8. Have two (2) co plete sets of construction drawings been submitted with the application? Yes 2 .e 9.1 ,F3r1the placement of a manufactured home, have the following been specified? ,The size of the unit (minimum 20ft. wide x 20ft. long); live roof load (minimum 40# could be more depending on elevation of property); wind design (minimum wind speed of 80 mph & 15 lb. wind load); fouyion design; method of anchoring? Yes 10. Have you designed or had this plan designed while considering building and other construction code 'requirements? Yes No 11. Do your plans comply with all zoning rules and regulations in the County related to your zone district? Yes 1% No 12. . 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 13. Do you understand that approval for design and/or construction changes are required prior to the application of)hese changes? Yes No 14. 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 "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes No 15. 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 afternoons. All inspections must be called in by 3:30 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 384-5003. Yes No 16. Are you aware that requesting inspections on work that is not ready or not accessible will result in a ' $47.00 re -inspection fee? Yes 1% No 17. 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 oft" building? Yes No 18. Are you aware that prior to submittal of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is t necessary? You can contact the Road & Bridge Department at 625-8601. Yes � No 3 G1is% X 174 1 Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes No 20. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to the submittal of a building pe t'application? Your attention in this is appreciated. Yes No 21. Are you aware that you will need to call the State Division of Housing to have your modular inspected prior to the County building department doing their final inspection? The State will charge a fee for this inspectio Yes t No 22. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Building Cod�'Y Yes No I hereby acknowledge that I have read, understand and answered these questions to the best of my ability, Signature of Owner Date Phone: may' `70 -'X773 -o9 )O (days); q70 G - 0 95 $ (evenings) Project Name: ! kern t`OV1(1,r Project Address: 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. bpreqmh 04/2003 4 3-03 TUE 03:37 -P11 HOUSIN(1 DIVISION OF' CHIEF 1NDUSTRIE P.O, Box 127 111 Grant St. Aurora, Nebraska 68818-0127 Phone 402-694.52S0 GOLDEN VILLA HOMES 2475 U S HWY 6 & 50 GRAND FUNCTION CO 81505 Re; Floor Plan #SU3303TMD Customer: Blakeman FAX 110, 4026945873 P.01/01 June 3, 2003 This letter is to certify that the above home will be built as a modular home. This hone: will be built to the 1997 Uniform Building Code, Mechanical Code and Plumbing Code as well as the 2002 National Electric Code. Evidence of compliance will be a compliance label issued by our third party design and inspection agency, the State of Nebraska. This label will be located in a living room window as required by the State of Nebraska, Also, a compliance data sheet documenting the criteria that the home was designed and constructed to is located in the home. The home will be constructed with a 40 psf live roof load (55 lb. total load). The compliance certificate, located on the interior of the home, will verify all structural loads at the time of construction, If you need any additional information, please feel free to call. Thank you. Sincerely, CHIEF INDUSTRIES, INC. HOUSING DIVISION MIKE NEWMAAN SALES MANAGER. MN:k 06/10/2003 01:13 6258627 BEctivED ROAD AND BRIDGE PAGE 01 o 7.cla Garfield CountyGpolG&pLANN Ul �QIN itiu Garfield County Road and Bridge Department June 10, 2003 A tthbiiY.Blakci nan Lot 28, Grass Mesa Ranch CC: Garfield County Building and Planning Department Dear Mr. Blakeman The property you own is beyond the county road; in a private subdivision; therefore, you do not need a driveway permit from Garfield County. 1f you have any questions or problems, please feel free to contact me, Sincerely, 519alLall District Foreman Garfield County Road and Bridge Departtnent P.D. Boat 426 Rhin, CO 81650 Phone: 970-625-8601 Pais 970-625-8627 Ho P izq °E N4 o h � � uHn pHqw abe4 b4 N R z RR 9 M_ ,'ZSfra68 hI N N 00'01'39'E 659.08' C � op 1/ tn 1 YY11JJ s00°00'00°E 658.88' SPT S',.60.St7o68 S ---r 2. K ___L___ V 'A �1 (-) . VA, (iN CO 1° 96LK(2AINaj U.B.C.Code Homes ,q6c) Cd.ciC n Pec 1. The footer and wall are to be poured to the attached prints. Foundation must be level and square. Any variations to this will cause problems that will be the responsibility of the foundation contractor to correct. 2. The foundation design has not been engineered to meet specific soil conditions. 3. A. Gas lines under the home are installed by the factory and must be removed, by cutting off. These lines may or may not be reused. It is best to assume that they are unusable and that gas lines will be stubbed below the appliances only. Golden Villa Homes is not responsible for reconnecting lines or paying for same. B. Drain lines under home are run from individual fixtures to the sidewall area of home and terminated. It is customers responsibility to inter -connect these lines, unless specifically agreed to in writing. 4. There must be an exterior crawlspace access no less than 30"x30"x36" net. 5. Factory specifications require a specific number or percentage of crawlspace venting, this must be met or some warranties may be forfeited. The local building department will also have minimum standards that must be met. 6. Sill plate bolts must be recessed into sill plate, not sticking up above sill plate. 7. The foundation must be backfilled and compacted, flat and level 30" below sill plate. The flat and level area must be 20' out from foundation the full length of foundation. The area that is at the hitch end of the foundation must be at same level as above, to accommodate truck on delivery. It is preferable to access both sides of the foundation, meaning 1/2 of home on each side of foundation when rolling home. Grading, ramping and site access is customer or contractors responsibility. 8. The ridge beam on a UBC code home sets 2.75" below the floor joists, see notes on attached pages. 9. If a crane is required due to items 1-7 not being met, the customer will be responsible for cost of the crane. Basements: 1. All items listed above apply to basements, except #4 and #5. Although there must be access to the get setup equipment out of basement, after home is set. 2. The basement floor must be poured in order to roll the home. If the floor is not installed a crane will be required to install home at the customers expense. 3. In the event that a day lighted basement is used and the home must be set fr nm d0i ht0! side of the basement a crane will be required and should be figured into cost of home or improvements. CT i :Irtizrz. L,`z tr ,' hit -It ! g ,'.5 If there are questions contact Shawn Ruse at (970) 245-9039 orii{�/]/,My/7■0p 1k 6aE9&09':U i i+iJ D'fi t f 1 '"r2111 Yr ' 1 ' C7, iZ V 1.4 t o•-••• 0 m 0 g • A' } i ■ 4 0 Nald 1V31al3313 NVId 21OO U 011Ia33N;3N3 11V13a SSnw. 304 S1Ia13O 33V1d321J . W •J Ql in b W N 11V130 3Ni1V3H Slka130 830V3H V 01lrriv83 S10/130 ONIN31SV3 Sllvl3a 91011011 V 11VM NOUDJS ONia nB T 1 NV1d NOIIVONf1OJ O r IDVd NOII UISI I SIN INOJ so WI.IV> SHI?I,LSRQNI 3�IH� 01h1j Z018f1S 3NON :33V25 :A6 '0)!NO Z0/60/20 Z11M110)i T :Aa '0M O NO4S4A10 ONISOOH S 1ESf1ONI J31HG 31Y0 5140131/08 N0GO OLlVd 30 ?J31N3) 01 19-,5L 38"-q1! 13"-2" 12`-0' 13`-2j1 7"_30 216" CI /; Il Fv'_ S 1 TG g` r_ O N � �,unld\C4 reu- NOTE; THE RIM AST ALONG hE MARRIAGE W LAMINATED BEAM. BECAUSE OF WS, SUPPOA UNE MUST BE BUILT 2 3/4" SHORTER THS tr. L1i Ni trka 1 i I - j i^ 1 L7,1 La � co d[ o N• I O6 ut I . 1 I t...---! 1 cri ii 171 2 14 I^ J C. Q tin ch _1--^— i` I a [ [ ! i I S I I I I 1 1 -MMC j I W q C) —1--- 1 CPm - W 1 — [ g a v m '; F m 1 l 5 1 g 1-" co { `{ 1 • 13'-2" T I21-0" 1 I3`-2' 1 AZILIGCi 5530121 01 775 PLF EXTERIOR WALLS / 1367 PLF MARRIAGE WALL 0 p g462 a 1-71 1-71 C) 70 Cr) n U) m C) Q manor CHIEF INDUSTRIES, INC., HOUSING DIVISION ONIHSy14 1tl13r1 P F4 0z x2 k � ca_ oz z Az m r VI 0 0 01 13'- 2" TO OF FOOTING 12'-O" TO f OF FOOTING 13'-2" TO f OF FOOTING � r H BASEIAENT SECTION S P m n i _. C - VI • 4 A DOUBLE 2" X 4" TOP PLATE ANO SINGLE 2" X 4" BOTTOM PLATE WITH DOUBLE STUDS 15" 0:C. (OPTIONAL 4 X 15.0001 COLUMN EVERY 6'--8 141TIi E X 16" X 16" FOOTINGS \ DOUBLE 2` X 4" TOP PLATE AND SINGLE 2" X 4" BOTTOM PLATE WITH DOYBLE STUDS 16- 0.C. (OPTIONAL 4 X 15.000A COLUMN EVERY 6'-8" WITH 6" X 16" X 16- FOOTINGS OR DOUBLE 2 X 6 TOP PLATE AND SINGLE 2 X 6 BOTTOM PLATE WJ2 X 6 STUDS ® 16" O.C.) 32- X 16- STEEL L / ENCASED WINDOW Q h�CTR .-- /0,,,I,,C 0 r 3B'-- 4" S P Q h�CTR /0,,,I,,C 1. �oP1%L �O ,f�P 0 9S a'gS F oP/o �, r '0-.p F\4t � ni (^. 4 11 fte n 6 STI?I.LS17CIN NOISI/IQ Oxrsnax a 2 7, Noilvn313 131 01 ronv G 44 rgizez P rn 7/ n�lotlnlNll�I�ItlItlJI� Mil 11111r110111s11s' Iatl11iIII III119Ntlltl13 17/ 0 ga H g Nara SSO R A' e x g `S312I.LSI1UN1. ISI o NOISIAI7 ONIS Y 4 I., - X. NA.. L.3 CABINET' N c. T1 1O =7:i f 0 ('''I L'i LI Li,. I' W I 0 �� 11 I- I 1111 7: F:=1 N 6 . W I Li . M3 \ 30IS ALMA WIA ]WS 3SV8 1 ' 31" 59" 90" 36" 18" 30" 6° 90' on R ti n NOISIAla 0 BASE CABINET HEAD CABINET VANITY l' Qti N_ I I „.El0I L< w I CABINET' N c. : l' Qti N_ I I „.El0I L< w I N c. T1 1O =7:i f 0 ('''I L'i , ' 11 I- I 1111 7: F:=1 oI 6 0.4 H1V8 L31SV • I 2, L N p N c. . ' I- I W I Li . H1V8 L31SV • I 2, L f \ �k | Lea • k CHIEF INDUSTRIES, INC., HOUSING DIVISION %DOM H0114Ddr09¶ L!/C Rr\\ ; m§%A A. \ }]R_ /a Ca 'FE \ , \ A 3 \ Al9Pi3SSV 83N2i00 IVJIdU ICON rxNlSDdTIDJ N s _UV Clo 1) onis g x HY4 pUIh3 nr d3 ,01 \ B Sd3N31Sd.d 13ndn 3od1d idIN-01 31.3del 31V1d V101108 4115 TWM 3`JVIJJ8VIN 73 C) m r r U] --d c 31V -Id d01 73 FA X O Wo 1 N -r1 0 .73 to o _ 7 '13�p1 i0 i� M1 f5 A 3N1 'S3I11.LSIIQNI I.JIH3 NOISfAIa ONISIIOH a0103NN00 S 13N31Sd3 IJI1df1 r r- d00-1d--01-11VM3O]S-01-- I31.d 31V1d IN01108 af11S 11VM301S J0103NNO T1VMON3 2301e:131X3 11VM301S-01 31V1r1 c103 11VMatJl 31d1d d01 TvM3CIS anis 11VN O S 31VId d01 anis 11VMD0IS 1 0 ;2 0 0 z 0 Lty 0 C1 H z s. 1418\G13 -NO kR2 �D ]'L bbl/f .11 Off` 0 _ 0 0 0 O 0 M i O 2 I {/ IA IL 3• 0 1 I-101133S-SSO83 2130 m o ./; 3 r/s' 2 a 0 0 0nm N 0 a 3 CHIEF INDUSTRIES, INC., HOUSING DIVISION r r1 rs D z In 0 0 rn A the 0 Ij rn m 1, m 0 im < 6 3NON -31VDS n 0 0 C] R 0 .3-3_ NO1133S 0 r1 S -S„ NO1133S-SSO63 21 /' .1c Lit No1133s-SS0213 830V ID D 0 Z W`ddd 11vM 2 o n a ! If; CHIEF INDUSTRIES, INC., HOUSING DIVISION fig ,78 '4 --.\\ALAr to -T, AD rn -o n rn ro m !X.LSfGNI J3I113 NOISIAIff ?NJSIlOH 0 rrt 70 rrt rn z n 1 f*F�2 --4 773 IC) CD rn -JAOIG 9MN r)J-(JOOf dO±HO?V `0 rn - r- r- 70 70 -0 c -- h rn mz n 0 rnCig p Tats ype MONO SCISSOR SI Sas 11 nits Lumoer N o_ -1-2-4 1.2-4 3.11.5 6-10.14 (optional) 1 1 e Nov 16 2000 Mi 1 etc industries, Inc. hu re3 10 11.32:45 2001 age 1 9.10-7 13-0-8 3-11-5 2-11-9 All wens may be square cut. 3x4 2,50 t 12 3x4 2.11.9 3.2.1 OP TAIL X.3xe 171 3.1 t-5 10 1x3 41 5-10.14 3x4 14.12 9.10-7 . 344 c 134-8 3x4 r c] c 1' RiDGFSSAM CONNECTION ION BY OTHERS 3.14-5 2.11.9 2.11.9 3-2-1 = Plate slat direction LOADING (psf) l SPACING 2.0.0 TCI.L 30.0 i Plates Increase 1.15 TCDL 10.0 Lumber increase 1.15 E1CLL , 0.0 1 P.op Stress Inc: YES CDL 10.0 I Code e UBCIANSI95 GSI C 0.97 BC 0.35 WB 0.93 (Matrix) DEFL In (loo) Ildefl Vert(LL) 0.26 9-10 >546 Vert(; L) •0.44 9.10 >347 Horz(TL) 0.05 7 n!a 1st LC LL Min Vdefi=240 PLATES MI120 Weight: 33 Ib GRIP 197/14.4 JP CHORD 2 X 3 SPF No.2 ---dOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2X 1.6/8 SPF Slud/Sld'Except' 3-7 2 X 3 SPF Stud REACTIONS (Ib/size) 2=75210.3-8, 7=63410.3.8 Max Harz 2=188(load case 3) Max Uplift 2=•364(laad case 3), 7=-289(icad case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1.2=8, 2.3=-2931, 3.4=-2583, 4.5=-1471, 5-6=-60, 6.7=-94 BOT CHORD 2.10=2525, 9.10=2842, 8.9x2524,7.5=1435 WEBS 3-10--71, 4.9=175. 5-8=331, 3-9=-310.44=-1097, 5.7=-1426 BRACING TOP CHORD Sheathed or 1-5-9 oc aurins, except end verocals. J BOT CHORD Rigid ceiling directly applied or 6-1-13 cc bracing, NOTES • 1) This truss has been designed far the wind loads generated by 100 rnph winds a1 30 ft above ground level, using 5.0 psf Sop chord dead load and 5.0 psi bottom chard dead toad, to the gable end roof zone an an ocaapancy rate:,tsly 11, ' here c_r;il I�'��s condition I enclosed buHaIng, with exoesure C ASCE 7-95 per UBCFANS195 If end verticals exist, they are nal exposed i y ho) Brie pion, e4j. to wind. If cantilevers exist, They are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL ticclian, or report was preaor:c! by increase is 1.60, and the plate grip increase is 1,33 2) This buss has been designed far a 10.0 psf bottom chord live load nonconcurrent with any other live leads per Table No: "` "r e'°a.r nv disci 1648, UBC -94. 1 ✓ ::I Pro - 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 ib uplift al joint 2 and i� __ ,.r { { ; 289 lb uplift at joint 7. ; •4 >: ' , r #' = r=1 s or 4) This truss has bear) designed.vith APtSt Pi 1-1995 criteria. �" : r 11110. • •e1 WARNING - Verify design parameters and READ NOTES Design valid for use only with specified connector plates. This designls based only upon parameters shown, and Is for en individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility or building designer • hot tries designer. Bracing shown Is for Lateral support of individual web members orgy. AddlIlanet temporary brscing to insure stability during construction is the raspanslbility of the erector.Additianal permanent bracing of the overall structure Is the responsibility of the building designer. II Ihl BAN. LUMBER CO., INC. POSTOFFICE BOX 22ss ELKHART, 111 46515 P19)20-052 ss" .,., r fv1C01073 + N r Yae i Il'1 1Z I {H1NC- D COMMON -f l, 3 6 1 I\ uty r li...:rutr - 1 1 anis LUmaer P 4.201 $ 1 e Nov 18 2000 MI tek tncustnes, Inc. Wec Mar 14 0 :25:28 2001 Page 1 - 5.10.8. 11.9-o 5.10.8 Conn, 456pb) 5-10.6 All webs may be square cut.d�yTe_ 0.3.0 2.50€ ;2 1 S Sas .s liaa t1 0.1.Y1 itz, p.&•� li�Y16A 2 1x3 ', 5 Sas f 10 6 - tt oP•rl 11 131 i - :2 �-�r 1. 4 - . 41 .=-'' 1. a r I I 3x- = ' r r t 3x4 v f t� ;[ f 1 t lit io rr ....- i _1,. �•� Ur 9 $ 7 ; ; � 3xe _ 3xE = - 244 - RIDGEBE-AM RIDGcB.AM CONNECTION CONNECT BY OTHERS . •.5-0 SY GT' Erns 1 I 2 ON 11.5.0 Piste °sets IX,Yy (tt0.2.0. •2-0), 2:Q-3. 1.0•i•21,13:O-0•i'„C-1-2). j: "v-2-0.0-2-41 ='' t5re 510111re:1ton LOADING (os� TCLL 30.0 1 CDL 10.0 r SPACING 2.0:0 CSI I 4=rL in (loc.) f1deA 1 PLATES GRIP Plates Increase 1,15 i TC 0,81 .1 Ven(LL) -0,03 8 >999 1 M1120 197/14. I I mhP_r InCIo?Sp_ 1_', 0( n 47 ! 11...r1-1 5 n n'1 '• a --net.!, _ ii ,, • BOLL 0.0 rep Stress Inc: YES SCOL '10.0 Code 9OCAIANSI95 W 0.52 (Matrix) Ho!_(TL) 0.01 7 en 1st LC LL Min Weil = 240 5hreich:: 42 Ib ..LUMBER i)P CHORD - SOT C'HOPO WF. --..BS 2 X 3 SPF No.2'Except' 2.42X4SPF Nc,2,4.52X4SPF No,2 2 X 3 SPF Stud 2 X 1.513 SPF SIud:Ste,'Except' 1-52X3SPF Stud, 1.9 2 X 3 $PF Nc2,5.7 2X38FFNc.2 3.13 2 X 3 SPF Stud REACTIONS (Iblsize) 9=377!0.3.8, 7-577710.3-8 Max Hor 9=-25iload case 5) Max Uplift 4=•147(Icad Case 2), 7=•150(Ioad case 3) FORC5S (Ib) - Pirst Load Case Only TOP CHORD .1-2=-531, 2.3=-436, 3-4=-522. 4.5=-498, 533, i. :.30a, 6-7-.333 SOT CHORD 8.9x493, 7.3=453 WE95 1.11-527, 11.13=•334, 10.13=-334, 10.1_- 334, 6.12x220, 8.10x208 =3 = 7-12=-32.0,3-13=-218 , C 'Si -358.8-1i 57,8•i: r39' , BRACING TOP CHORD SCT CHORD W°3S Sheathed or 6-0-0 ec purlins, except end verticals, Riakd sailing directly appliec or 10-0-3 oc bracing, 1 Row at mica 1-6 NOTES 1) This truss has been checkec for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 90 mph wines at 30 1. above ground level, using 5.0 psi IOP chord dead load and 83.0 peI bottom chord dead load, in the gable end roof _one on an occupancy category It, condition f enclosed building, with exposure C ASCE 7.95 per BCCA/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind, If porches exist, they are net exposed to wind. The lumber DOL increase is 1,60, and the plate grip increase is 1.33 3) All Plates are MI120 plates unless otherwise Indicated. Q) ,Provide mechanial Connection (by others) of truss to bearing plate capable of withstanding 147 ib uplift at joins 9 and 150 Ib uplift at joint 7. 5) This truss has been designed with ANSIl1P1 1-1985 criteria. 6) provisions must be mode to prevent lateral movement of tcp chord during transportation, 7) All additional memoer connections shall be provided by others for axial- forces(lbs) as Indicated, a) See BEH15 DETAILS for plata placement. WARNING - Verify design parameters and READ NOTES 1 hereby aertiiy that this p1 Cation, or report Ij' p me or un and tiflsi I try...y, iSj7 i„.1- j[jt)) I w °sign valid for use only with specified connector plate$. This design Is based only upon parameters shown, and Is for an lndlvldual buIlding component to be installed and loaded verticalty APPlicablltty at design parameters and proper incorporation of component Is resoonsIbliiry of building designer • not truss designer, (3 racing shown Is for fateral support of individual web members only. Additional temporary bracing to Insure stability during conslruction is the 14Spansiblilty of the erector, Additionalpermaneni bracing of the overall structure Is the reSponsIbillty of the building designer, BANKS LUMBER CO., INC. POST OFFICE BOX 2288 ELKHART. 0 15515 (219)293.1352 5 5 5 a e a 0 4 01 0 2 2 0 v_la5,aoe.O j+ 5 5 5 5 s 1K 5 5 s X 5 M x 2 31na31Cs MOONVII 000000aa© i 1 1 f I I 222222p S g E F S 5 d � uIO N44410 x E2 2 2 0 Qq x 2 gi 0 a W 0 z N• E A a g4 CHIEF INDUSTRIES, INC_, HOUSING DIVISION S 0 d 0 80 O 0__ O C: 174 F±� 1111 1,5,6 _6 Q O O i,: kh 1. n WjZ01911G cIA OL J-Q0W-f1S a o 0 0 r irr M 1 r o 1 14 11 1 g A 5442444 !gg! •36 A ag 572 ti a m 6j•, A r 9 I ® 4 11CI II4 A yE� A �Xy m 00 0 31DV1 d3D32i 12JVHD 1126,KA:41 .01.1.614 n�.F Nat 1 a d CHIEF INDUSTRIES, INC., HOUSING DIVISION m Con ° —a°o - - o -=-r°°" �l Q _ ._..p C} p — ai 22 P8 f..---.- r 1 [ T t [ [ 41 �,� it{� l r , • dr jti , —•f e L "4- \ / A a1 I 4.4 $-J ./ / I \ jam_ zscw 1 11I L - Q L _ _ ,_..-I • — —0-2 2 _ 0 _ --CI O 0 0 - 9 ---o -CI 4, 2 J A 3N11 NIV2iO 5 CHIEF INDUSTRIES, INC, HOUSING DIVISION a i.L OI n 0dOL1J-a041-11S 0.101 r•u• q'U I,? 9 r -r m -r arm mzv 2-- rn £o id N3, 4 e a O J or a 5o i ). .) / lF 1 n a CG w z z 1 A tl .7 CHIEF INDUSTRIES, INC., HOUSING 1 x 8 Y3 i»nS „ '3 OYC a A F. } A A 9 4 3' 1 a 4 6' 1 1 1 22 8 3' M 3' 3' R L z A A •p A 9 A 0 s 9 3' E e 1 1 E s 5 7 a s S 3' 1 9. S 7 1 P 3' s' O r X A ;14 CHIEF INDUSTRIES. INC, HOUSING DIVISION .1041ZOlg115 GJEOLIJ-cow-ns ..,..)1 1.1tg --.... , 5'4 1 ,,1 . 1 .!,1 (.11' .. t 7, ._9.1, ' p„ ......... 1. , 2.... Ig St ri 1J Lt /4 51 R. kl, E ii 4 v.-0. ti --- . 7-7 V.d 1 .. 2p 2 0 0 r m 12. P ti 5. 6 A } 2 2 awszoiens 83£OLlJa01-f-nS 2 KN 2 F 2 a 2 2 5 2 2 n 2 5 g a X 2 2 k 6 2 0 a a 0 2 C r '1 2 8 ESr CHIEF INDUSTRIES, INC., HOUSING DIVISION au,1Z018fSS 9J of u-aou-ns i avr • 1.1Ia 331h! 11 13 Li' 1. 1 1 Y r Y y r: cs z 7. ri c-, J CST 4 ONrsnox 'SNI 'S.IUZSRQNI dSIH3 m 29 R F. 9 9 9 R 9 9 �Q M, 9 9 9 a A 9 9 A Q A 9 2 9 9 R R Q 1 0 9 9 yO K Y 8 t. • k 9 A 3 9 fl FA �1E " r N5 R A r \\ St %ye 4 9 x� 9 1 i o O ,r M1 O m b 0 i t r r y t ro 0 O N 11 200200 ' d el tt 1.% i 0 OL S'S£QL6:Q1. S80S-S29-0L6 943M0 d3I13:W083 60:80 5002-80-d3S H z 2 a a 0 z CO c w 4 0 0 /0 0 Phone (970) 945-8212 CORRECTION NOTICE Job located at d 0 .c d• CD �h ,.c 0) 0 � 0 1- m L 0 • ._ q..r O Is O w N • 4+ C � 49. N N Z • 0 -- d 0. a 0 0 O 0 N a1 O ▪ r °c° 0 O 0 n▪ . N N 0 O 7 o • 0 v L 8 ▪ M c • CIc o : .� -.(13 2 c E V C o °' C▪ � • U) o f lilo Cti U b d 6 LI▪ Z 6 O o` A `m a s L q c c`a v �• � a) c • m D m 0) 4-3 0 _ 112 c 0 O v H 8 0) 8 20` 0 S.s ›,$ C g• o CD C L Phone (970) 945-8212 No. e f . + c"CIC-01 1 Assessor's Parcel No BUILDING PERMIT CARD - Date (g -e L®-+ -a% G- lkAL, rap e !hit 1. one #(cy"'0955 Phone # Zoning9 roVo Contractort.a►�n2' ' Address Seth3,0k!• ' Front /16 fi:154,01 Solis rest Footing 7--• Foundation %! ^ 71 -" Grout Underground Plumbing Rough Plumbing Framing Insulation Roofing Drywall Gas Piping g57 -034t--- Rear RH • • 4u -wiz 5'9s"y 17-04 EXTERIOR Address No. Drainage Decks -support & clearance to wood Docks -stairs & rails Exterior locks Flashing around doors & windows Insect screens INTERIOR GARAGE Fire wall separation Service doors -1%" min Door (20 min.) wfauto closer -f i" min Mech. equip. 18" above floor No opening into sleeping area BASEMENT -CRAWL AREA Access insulation Headroom/Stairs Ventilation z INSPECTIONS NOTES LH Weatherproofing Mechanical Electrical Rough (State) Electr' f Fl(S ate) Final - '� hecklist Completed? Certificate Occupancy # Date Septic,System # 35' tit Date Final •7 W-03A47S- Other • 4/02.(g. g5715'5/ a continue on back) FINAL CHECKLIST MECHANICAL ROOM STAIRWAYS Boiler Headroom (8'6") Railing & guardrails Hot water F.A. gas/oil Floor drain Clearance KITCHEN Air con. system Clearance above grill Hot water heater Exhaust fan Width Rise & run Combustion air Gas piping, valves LPG Drain FIREPLACE/STOVE Clearance to combustibles Termination of chimney Combustion air Hearth (12" or 20" on sides) V Glass doors Certified by.P�C REMARKS Broiler exhaust (1 hr..chase) BEDROOMS Egress Smoke detector BATHROOMS Exhaust fan Shatterproof glass OTHER SIN FEcTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR ALL INSPECTIONS Date Issued 7 MANUFACTURED HOME BUMMING PERMIT GARFIELD COUNTY, COLORADO Zoned Area. Permit No AGREEMENT In consideration aftlm issuance ofthis permitthe applicant' Hereby age to comply with all laws and regulations related to zoning, location, construction and erection of the proposed structure for which this permit is granted, and fnrthertngrees 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 Ol and IMMEDIATELY BECOMES NULL AND VOID. e INSPECTION RECORD Footing : -7— o — // r- Foundation or Blocking : 7. )0 ,4�j,,,ll , Driveway : gni tie d� ,64,1, Rough Plumbing : 1 .j.,i. 03 / ' v1 Gas Piping : ,A5—t5 L»v- 1iecfrica1Final ; (by State Inspector) Septic Final w . Final ; - 03 /07/4.— Notes: �ev/75/1/1.:4 Notes: /00� a 0/04212 - spowood,...,, b'".ois , Serial # oflInif: 2•R1S'.' TICS PERMIT IS NOT TRANSFERABLE Phone 384-5003 108 8th Street, Suite 201. County Courthouse P12 Glenwood Springs,Colorado DO NOT DESTROY THIS CARD APPROVED Date j. 0 PLACED OUTSIDE, COVER -WITH CLEAR PLASTIC)