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HomeMy WebLinkAboutApplication- PermitGARRIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th, Street Suite 303 Glenwood Springs, CO 81E01(970) 945.8212 Nature of Work BUildingPezniit Use o£Building Owne Contractor 91-3AI - ©a-065 Azo Amount of Permit$ / 3. 89 GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEPHONE: (970) 945-8212 PERMIT NO. 6q< - TOB ADDRESS: O Cit) 3C. e i 5 E 1 LOT NO. 65- BLOCK NO. SUBDIVISION/EXEMPTION iter),56 1,q tut a 2 OWNPt `✓ JV `t 1 1 Cl'A 1VQ 19e1+ -ADE: s(re,),G,PN'L &IQ , 3 94'3 set y nr pA « 816.23 3 � a Y1 Pe5 Yl ANG 'Ima 3 0 �u1 f oA/e, Coo Ptn7eiy/7,58"' Lit MO: nIIEA,TNOWEERNal AnnRass �" a "3J ARC5 S � ass nes-ch8N-J-n- 1 ,a c&o emz-3 9‘3-966 ucNo: 5 SQ. FT OP IMF -MCI 30 d. INSPECTION LINE: (970)384-5003 PAR. CU/SO- EDU NO. a 3 9 /1-ff2106; cC rbOg.ota ie, 840,3 USB OPHU:lAING 7 bESCRBBE WORK: SQ. Ff.OFLOT 96; 73 57H - tom. 6 /6 N0. CREOM 8 CLASS ay WORK: RADDITION 9 OARAGE:3 r,( OEIN(3.8 5 L CALTERATION cgOT13 CARPORT: asINaZE ODOUBLE RA MOW. jy ._ �_ - -6 10 ORPMPAYPPlaRi LION SEM SEWAGE DLLPOSAL(SOTTO =SS PLAN VALUATION'OFWCRIC:S SPECIAL CONDITIONS: aseq,00-0 ADrt:STBR VALVAIIOM:4 ' /1q i c7 c r "'- NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND AII]ST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION' AUTHORIZED I5 NOT COMMENCED WITI3D4 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OK ABANDONED FORA PERIOD OF 180 DAYS AT ANY -ELME AFTERWQRKIS CO LACED, I HEREBY CERTIFY THAT T HAVE READ ANL) EXAMINED TBIS APPLICATION AND KNOW THE SAME TO BE v : AND CORRECT. ALL PROVISIONS OF LAWS ' ORK ' s BE COMPLIED WITH WFDETHER SPECIFIED OF A PERMIT DOES NOT PRESUME TO GIVE THE PROVISIONS OF ANY OTHER STATE OR NSTRUCTION OR THE PERFORMANCE OF GOVERNINGTHIS TYPE OF HEREIN OR NOTt' AUTHORITY TOAO ' TE 0 LOCAL LAPSTR Tao Air -d Buildinptpept ata lanning PLAN CHECKFEE: 00 PERMIT FEE: / 3.7 TOTAL PEE: 1q DATE PERMIT ISSUED: OCC: GROUP: CONST: TYPE: VA/ ZONING: SETBACKS: MANU. TIOME: /SDS NO. &FEE: st AGREEMENT' C' PERMISSION IS DIEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR TEE AGF NT OF THE CONTRACTOR O O TQ CONSTRUCT STRUCTURE AS DETAILI:I] QNPLANS AND SPECIFICATIONS SLTB.MFPFED TO AND REVIEWED BY THE IBU LDINGrDEPARTMF.N'F. DT CONSIDERATION 017 THE ISSUANCE OFTBIS PERMIT, THE SI ,CiNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LANA USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN TN 30.23.20I 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 TBENARD THERE IT SEALL RP COME N1JLI, AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL PROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS DT SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON TFIEREUNDER WHEN ID VIOLATION OF THIS CODE OR ANY OTHER. ORDINANCE ORREGULATION OF THIS R)1USDICIION. THE REVIEW OF IT& SUBMITTED PLANS ANDSPECIFICATIONS ANE/- INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTIPATE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES 311E GARFIELD. COUNTY FOIL ERRORS, OMISSIONS OR DISCREPANCIES.. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION' RESTS SPECIFICALLY WITH TBE, ARLI#ILF.C'T, DESIGiE5,14UFLDERAND OWNER. COMMENTS ARE INT. IDED:TOBE ON VATIVE AND DT SUPPORT OF IRE OWNERS INTEREST. Geon oo3 I HEREBY ACKNOWLEDGE THAT 'HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. !INITIAL) 1-5 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 Departaient posted where readil jr 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.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. �ttK ? I understand. and , gree to abide by the above conditiofis,foi'oc'eupincy, use and the issuance of a Certifica Oc pan for the dwelling under building permit # (53-.7C f . fit AL Signature Bpcont082002 t/-613 Date VALUATION/FEE DETERMINATION ApplicantA. Subdivision cerisc Address (40.4LotBIock Leff Date A-94,,C4Z Contractor Finished (Livable Area): y Main Upper Lower Other Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan. Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation "7040 12.lot 20 Decks/Patios: ,} Covered 1"# Valuation 88 OpenValuation 41 Total Valuation Building Permit Fee/ '5 7 Plan Review Fee /007,,4 Total BP & PR Zc2ig, 13 .L9 40z St 199,95(0 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roofmust be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the pry. p riy lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Propertie ith slopes of 30% or greater must be shown on the site plan. Yes 2. Does the site plan also include any other buildings on the property, setback easements and utility easemfntfi Yes t/ 3. Does the site plan i elude when applicable the location of the I.S.D.S. (Individual Sewage Disposal Syste and the distances to the property lines, wells (on subject property and adjacent pr erties), streams or water courses? Yes t 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 stee accordance with the uniform building code or per stamped engineered design? Yes 2 J r 6. Do the plans indicate the Location and size of ventilation openings for under floor crawl spaces and the c ances required between wood and earth? Yes ►� 7. Do the plans incjieafe the size and location of ventilation openings for the attic, roof joist spaces's and bffits? Yes 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 po 6 per square foot up to & including 7,000 feet above sea level), floor loads and .nd ads? Yes 9. Does the plan incl e a building section drawing indicating foundation, wall, floor, and roof construction? Yes 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters o ' fists or trusses? Yes 11. Does the building sec iondrawing or other detail include the method ofpositive connection of all columns eaxns? Yes 12. Does the plan indicate height of the building or proposed addition from the highest point of the building o dition measured at mid span between the ridge and the eave down to existing (und. rbed) grade contours? Yes 13. Does the plan include y stove or zero cl arance fireplace planned for installation including make and model d Colorado Phas certifications or phase II EPA certification? Yes No 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Bui • in: rode Chapter 37? Yes No 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping soms and/or basements comply with the requirements of the Uniform Building / o ' -? Yes No 3 16. Does the plan i Jude a window schedule or other verification that windows provide natural light and ve ation for all habitable rooms? Yes No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface• sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify s ty glazing for these areas? Yes No 18. Is the location o 1 natural and liquid petroleum gas furnaces, boilers and water heaters indicated on tJ plan? Yes No 19. Do you understand that if you are building on a parcel of land created by the exemption process or the su dvision process, are building plans in compliance with all plat notes and/or covenants? Yes y No 20. 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 appli = tion for a building permit? If you do not have written permission from the association, Ps you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes No 21. Will this be only residential structure on the parcel? Yes No If no -Explain: 22. Have two complete sets of construction drawings been submitted with the application? Yes 23. Do you un Yes rstand that the minimum size a home can be on a lot is a 20ft. x 20ft.? No 24. Have you des ed or had this plan designed while considering building and other construction ode requirements? Yes No 25. Does the plan curately indicate what you intend to construct and what will receive a final inspection b the Garfield County Building Department? Yes No 4 r l 3 26. Do you underst that approval for design and/or construction changes are required prior to the applicatio of these changes? Yes \ No 27. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any " ad Impact" or "Septic System" fees required, at the time you pick up your building pe it? Yes No 28. 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 delay your inspection one (1) day. Inspections are to be called in to 384-5003. Yes No 29. 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 occupancy of the building? Yes f No 30. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", " neral Contractor", "Contractor" or otherwise, is the party responsible for the project co lying with the Uniform Building Code? Yes No 31. Are you aware that prior to issuance ofa 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 not necessary? You can contact the Road & Bridge Department at 625-8601. Yes l No 32. 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 th ork? The license number of the person per£oiming the work will be required at ' e of applicable inspection. Yes No 5 1) 3 33. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedulber for the lot you are applying for this permit on prior to issuance of a building pe if? Your attention in this is appreciated. Yes No I here r�. ac t of wledge that I have read, understand and answered these questions to the lity, 403 Sign. tore Date Phone: 97o " 7o i / %fie (days); Project Name: Aer-b R6,-.1 ce/Je� (evenings) Project Address: Notes: 00 i 3 ('erg E RA-Nc L . 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. bpminreq 08/2002 6 u A Applicant PLAN REVIEW CHECKLIST rkg42474ASA Date 63 Building 4Engineered Foundation Heti. Driveway Permit Surveyed Site Plan '-'Septic Permit and Setbacks —/Grade/Topography 30% Attach Residential Plan Review List — Minimum Application Questionnaire `subdivision Plat Notes A Fire Department Review <3 to 44,4 Valuation Determination/Fees °''Red Line Plans/Stamps/Sticker AAttach Conditions Application Signed ..P Reviewer To Sign Application cel/Schedule No. 0# Snowload Letter- Manf. Ems. GENERAL NOTES: Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees L� OA,DRC Approval ') Grade/Topography 40% Planning Issues Subdivision Plat Notes P,0. 5ax i!Q6 1ecis 3;.rnaper Ave. Gt' t)wood'Sprirmo, +1a ,g16u2 To: From: Date: Subject: Cerise Ramh, Lot `yea ISTS plans for Lot 65 dated April 28, 2003 and revised May 27, 2003 are approved with the fallowing exception: 1. Minimum distance of 3 :‘nage disposal system from dwelling to be ten feet (10') not fire feet (M'). (See i?ittao ted from Garfield County Sewage Disposal Regulations.) 2. Groundwater level should be rechecked below leach Field to determine that it is still at seven feet (T) below grade. Attachment cc: Jeff SpaneI Art Kieinstein z:viart'3i416 - Cerise Randilf.S .tlot 66 epoesma merr,o.wpo ollitC,r r4. .LA :elf) 4 oc m Memo 1,9743) 5- 7Ot7 (70) 945-1252 t; +3; sent Via Fax and U. S. Mail Terri -Ann GlandomeniCo - Wintergreen Homes Tom Zanceneila e May 28, 2003 53101-1 1`133d5 13 .N.TIh Wintergreen +100 T From: CC: Dae: Re: 0t7666i760L6 30:ZZ 6Q Z163Ig0 memorandum San Design, inc. 259 Sunflower Loop Carbondale CO 8162$ (9701704-175B Terri -Ann Giandornefica Jeff Spar,el. Art incl;)stein 05-27-03 Cerise Ranch, Lot #4 DRB R cluirements Pax, 1)5 Mail Wintefgreen Homes, LLC 77 Metcalf Road, Bo> 1.530 Avon, Colorado 81620 970/949-4120 Fax: 970/949-$10 have attached the letter from Zancanella and AssociatvS, Inc Your submittal haS been approved with exceptions. P#ecsereview'The ctttcchec:Ieii€r. All the requirements far Lot #65 for the Cerise Ranch Des;on guidelines hove been fulfilled and This document may contain } rZNILg, EC?, onaior.0NFI(�[i T L infarma#ion intended ONLY f,x the use of the specific individual or entity named above. If yoU cIre not the intended reciplen-t, you are hereby notified %hat any unauthorized disserninatiOfl or copying of fhLs doCUment or the lnforrncition contained in it Is strictly proillbiied. if you have received this document in error, pibase notify the sender at once by ioiephorte and return the original document lo fhe above address via the. US Postal Servic.s, Thank you. 413 39Vd 534#0H N3369J3J t I!~ 666t76E3L6 i3 :ZZ EMJsT,G0 . _. C-61b Rob . Residence Lot 65 - Ce e Ranch Subdivision GarfieI • County, Colorado STRUCTURAL GENERAL NOTES & SFS GENERAL. REQUIREMENTS: A. DESIGN LIVE LOADS 1. Basic Roof Snow 2. Residential Floors 3. Decks 40 PSF. Garages 50 PSF 40 PSF 5. Wind, 80 mph (S40' height) 18 PSF 40 PSF 6. Seismic -- Zone 1 B. DESIGN CODES The requirements of the Uniform Building Code as published by the International Conference of Building Officials, shall govern the design and construction of this work. The following codes and editions were used: • International Conference of Building Officials Uniform Building Code (UBC 1997) . • American Concrete Institute Building Code (AC1 318-89) a • American Institute of Steel Construction Manual of Steel Construction (AISC 9th Edition) C • American Institute of Timber Construction Timber Construction Manual (AITC 3rd Edition) • National Forest Products Association National Design Specification for Wood Construction (NDS 1991) C. CHANGES Any changes to the structural drawings required due to the acceptance of alternates and/or substitutions are the responsibility of the contractor and shall be submitted to the structural engineer for approval. D. SHOP DRAWINGS Engineer's review is intended only as an aid to the contractor in obtaining correct shop drawings. Responsibility for correctness shall rest with the contractor. 1. Shop drawings shall be submitted to the architect for all structural items in addition to items required by architectural specifications. 2. A plan layout drawing showing location and item marks for all loose items shall be submitted with individual sub -assembly drawings. 3. The contractor shall review all shop drawings prior to submittal. Items not in accordance with the contract documents shall be flagged upon his review. 4. Verify all dimensions with the architect before submission to the engineer. 5. Any changes, substitutions, or deviations from original contract drawings shall be clouded by manufacturer or fabricator. Any of the aforementioned which are not clouded or flagged, by submitting parties, shall not be considered approved after engineer's review, unless noted accordingly. 6. The shop drawings do not replace the original contract drawings. It is the contractors responsibility to make sure items are constructed to original drawings. 7. The adequacy of engineering designs and layout performed by others rests with the designing or submitting authority. 8. The use of reproductions of these contract drawings by any contractor, sub -contractor, fabricator, erector or material supplier in Iieu of preparation of shop drawings is expressly prohibited. E. GENERAL 1. All dimensions and details on structural drawings shall be verified against the architectural drawings and any discrepancies shall be brought to the attention of the architect before construction or fabrication commences. DO NOT SCALE DRAWINGS. 2. Coordinate all openings through floors, walls and roofs with the Mechanical and Electrical Contractors. Notify Engineer if any openings are to be cut in structural systems. t Robex'ts Residence r 2 of 7 April 29, 2003 '3. Provide all necessary temporary bracing, shoring, guying or other means to prevent excessive stresses and to hold structural elements in place during construction. 4. Details on the structural drawings are typical. Verify all dimensions with the architectural drawings. 5. The contract structural drawings and specifications represent the finished structure. They do not indicate the method of construction. The contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, but not be limited to, bracing, shoring for loads due to construction equipment, protection of existing structures. Observation visits to the site by the structural engineer shall not include inspection of the above items nor will the structural engineer be responsible for the contractor's means, methods, techniques, sequences for procedure of construction, or the safety precautions and the programs incident there to. 6. Options are for the contractor's convenience. He shall be responsible for all changes necessary if he chooses an option and shall coordinate all details. The cost of additional design work necessitated by selection of an option shall be borne by the contractor. 7. Any engineering design provided by others and submitted for review shall bear the seal and signature of an engineer registered in Colorado. 8. Dimensions on the structural drawings are exact with the exception of masonry and sawn lumber dimensions which are nominal. Verify all dimensions with the architectural drawings. 9. Where required construction details are not shown or noted on these plans the contractor shall notify the engineer and the engineer shall provide sufficient details for the work to proceed. 10.Construction materials shall be spread out if placed on framed construction. Load shall not exceed the design live load per square foot. FOUNDATION: Soils are presumed non -expansive, non -soluble, and not prone to excessive consolidation. Owner/ contractor shall retain a soils engineer to inspect the open excavation to verify the structural engineer's assumed design loads. In absence of a soils investigation by a soils engineer, the owner/ contractor shall assume responsibility of the assumed design values as used by the structural engineer. A. EXCAVATION 1. Contractor shall provide all necessary sheeting, shoring and bracing where required to properly and safely complete the work. 2. Avoid excessive wetting or drying of the foundation excavation during construction, keep excavations reasonably free of water at all times and completely free of water during placement of the concrete. B. BEARING REQUIREMENTS (Assumed/Verify) 1. Footings shall bear on natural undisturbed soil or adequately (per soils engineer) compacted structural fill, below the frost depth required by the applicable building code. Any discrepancies with the footing elevations shown on the plans shall be brought to the attention of the engineer. 2. Building to be founded on continuous concrete spread footings placed on undisturbed granular soil with the following allowable bearing pressures: Maximum 2000 psf (DL LL) Minimum 0 psf (DL) C. GENERAL REQUIREMENTS 1. Center foundations under columns and walls unless noted otherwise. 9;0_ 2. Provide foundation ventilation in crawl space areas as required by section 2'of the U. B. C.. 3. All wood attached to concrete or masonry shall be 2x redwood or pressure treated lumber. Attach sill plates with 1/2"� hooked anchor bolts (7" minimum embedment) at 48" on center (unless noted otherwise). Robe is Residence ti 13 of 7 April 29, 2003 '4. Backfill on walls with fill on both sides shall be compacted in equal lifts each side of wall. Walls backfilled on one side only shall have all supporting slabs, permanent framing or temporary bracing in place prior to placement of the backfill (unless noted otherwise on plans). CONCRETE: A. CONCRETE REQUIREMENTS Concrete has been designed and shall be constructed in accordance with the latest editions of the American Concrete Institute Building Code, ACI 318 and Specifications for Structural Concrete for Buildings, ACI 301. Provide hot or cold weather protection per ACI 305 & 306. 1. Concrete shall have a minimum compressive strength at 28 days of: Walls & footings Slabs 3000 psi 3000 psi 2. Provide Type II cement throughout with 4-6% air entrainment. 3. Concrete shall be poured in a manner to prevent voids by using a sufficient slump, mechanical vibration and/or other approved method. 4. No admixtures shall be used without approval by the engineer. 5. Addition of water to the batch material for insufficient slump is not permitted. 6. Do not place pipes, ducts, or chases in the structural concrete without approval of the engineer. 7. Thoroughly clean all keyways and construction joints prior to placing concrete in adjacent pour. 8. Concrete shall not be in permanent contact with aluminum. B. REINFORCING Detailing, fabrication, and erection of reinforcing steel bars shall comply with the ACI Manual of Standard Practice for Detailing Reinforced Concrete Structures ACI315. 1. Reinforcing bars shall be ASTM A615 - Grade 60. 2. Welded wire fabric shall conform to ASTM A185. Furnish in flat sheets only. 3. Concrete protection for reinforcement: Cast against and permanently exposed to earth 3 in. Exposed to earth or weather #6 #18 bar 2 in. #3-#5 bar 1 1/2 in. Not exposed to earth or weather slabs & walls 3/4 in. beams & cols. 1 1/2 in. 4. Re -bar lap splices shall be a minimum of 36 bar diameters unless noted otherwise. Lap wire fabric reinforcement one full mesh plus 2" at sides and ends and wire together. 5. Discontinue 1/2 of horizontal steel across construction/control joints. 6. Provide corner bars of equal size and spacing around all corners. 7. Provide 2-#5 bars with a minimum of 2'-0" projection beyond the sides of all openings in walls, beams and slabs. Provide 1-#5 x 4'-0" diagonally at all re-entrant corners of slabs. 8. Provide accessories necessary to properly support reinforcing at the positions shown on the plans. 9. Reinforcing spacings are maximum on center and all reinforcing is continuous, unless noted otherwise. C. SLABS -ON -GROUND 1. All slabs -on -ground shall be 4" thick and reinforced with 4"x4"-W2.9xW2.9 welded wire fabric or #4 @ 18" on center each way unless noted otherwise on the plans. Reinforcement to be placed in center of slab. Robetts Residence ' 4 of 7 April 29, 2003 4 '2. Thicken all free slab edges to 8" x 8" with 2—#5 continuous (top and bottom). 3. Provide construction/control joints in slabs -on -ground not to exceed 15' on center or as shown on the plans. STEEL: A. STRUCTURAL STEEL Structural steel shall be detailed, fabricated and erected in accordance with latest provisions of the AISC Manual of Steel Construction and AISC Code of Standard Practice. Use welders meeting the requirements of the AWS Standard Qualification Procedure. Comply with AWS D1.1 Structural Welding Code. 1. All steel shall conform to ASTM A36 except tube columns which shall conform to ASTM A500 (Gr. B) Iatest edition and pipe shapes which shall conform to ASTM A53 (Gr. B). 2. Bolts shall conform to ASTM A325F. Anchor bolts shall conform to ASTM A307. Bolt size shall be 3/4"0, unless noted otherwise. Installation shall be in accordance with AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts, 1985. 3. All welds shall be made with E70XX electrodes. 4. Provide shop applied paint in accordance with the Steel Structures Painting Council specifications as for all exterior members, architecturally exposed members, any members exposed to weather for an excessive period of time during construction, and where indicated on construction documents. Omit shop paint on surfaces to be welded, surfaces to receive welded stud, and contact surfaces of bolted connections. Provide field primer paint for painted members at welds, bolted connections, and areas of abraded shop paint. B. GROUT AND ANCHOR BOLTS 1. All anchor bolts shall be 3/4"0 with minimum of 7" embedment (unless noted otherwise). 2. Dry pack or grout shall be shrink resistant Embeco 153 or equivalent. 3. Expansion bolts shall be "WEJ-IT", "RED HEAD", or approved wedge type, installed in accordance with the manufacturer's requirements. 4. Headed anchor studs (H.A.S.) shall be attached to structural steel with equipment approved by the stud manufacturer according to the stud manufacturer's recommendations. 5. Anchor bolts embedded in concrete shall be placed with setting templates. 6. Location and coordination of anchor bolt placement shall be the responsibility of the steel fabricator. Steel fabricator shall supply anchor bolt setting plan. C. STEEL CONNECTIONS 1. Provide bolted connections for steel beams per Part 4 and Part 5 of the A.I.S.C. Manual of Steel Construction. Except where otherwise shown, provide connections to support loads equal to one-half the total uniform Toad capacity of the member. 2. A minimum of two bolts shall be used for all connections. Size and grade of bolts shall be determined by the fabricator. D. STEEL WOOD CONNECTORS (Joist Hangers, Etc) 1. All wood connector designations shown on the drawings are as manufactured by the Simpson Strong -Tie Company, Inc. (Simpson). Any substitutions with custom fabricated connectors shall conform to Simpson specifications including plate thicknesses; welds; bearing areas; and size, number and location of nail/bolt holes (most of Simpsons' listed hanger capacities are governed by the number and size of nails or bolts and the bearing area in contact with the wood). 2. All connection designations on the drawings that are followed by "CUST FAB" are to be designed by the steel fabricator. Submit shop drawings to the engineer for approval before fabrication. Roberts Residence ; f5 of 7 April 29, 2003 STRUCTURAL WOOD FRAMING: A. DIMENSIONAL LUMBER All wood for structural framing shall be kiln dried Douglas Fir/larch or graded as per latest edition of the National Design Specifications for Wood Construction by the National Forest Products Association and the following grading agencies: the Western Wood Products Association (WWPAW), the National Lumber Grades Authority (NLGA), and the Redwood Inspection Service (RIS). 1. The following design values were used for Douglas F'ir/Larch (North) (all applicable stress factors apply per U.B.C. section 2304.3): Structural Joists, built-up columns and studs (>_ 2x4), No. 2 or better Fb = 825 psi Fv = 95 psi Beams and Stringers, No. 1 Fb = 1300 psi Fv = 85 psi 2. The following design values were used for Redwood: Construction Grade Fb=825 psi Fv=80 psi 3. The following design values were used for Hem -Fir: No. 2 or better Fb = 850 psi Fv = 75 psi Fc = 625 psi E = 1 600 000 psi Fc� = 625 psi E = 1 600 000 psi Fc = 425 psi E = 900 000 psi Fc� = 405 psi E 1300 000 psi 4. Sizes shown for structural wood framing are nominal sizes. 5. All wood attached to concrete or masonry shall be 2x redwood or pressure treated lumber (unless noted otherwise). Attach sill plates with 1/2"� hooked anchor bolts (7" minimum embedment) at 48" on center (unless noted otherwise). Anchor bolts for ledgers called out on plans (4" minimum embedment). 6. Provide solid blocking between all joists (greater than 2x6's) at bearing supports. Provide additional blocking only as required by the U.B.C., section 2306.7 and 2326.8.3. 7. Install all joists and beams with camber, if any, to top (unless noted otherwise). 8. Provide double joists under all load bearing partitions running parallel to joists and solid blocking under all load bearing partitions running perpendicular to joists (unless noted otherwise). 9. Beams are not a substitute for joist in layout. If beam falls in joist layout space, place joist next to beam. IO.Provide built-up wood columns of 2-2x6 (or 2-2x4 at 2x4 stud wall) or a minimum number of studs to equal supported beam width (unless noted otherwise on plans). 11. Nail or screw at 12" O.C. all built-up wood columns called out on plans to the sheathing or drywall. 12. All multiple stud columns shown at the ends of headers over openings shall be designated as the number of trimmers. King studs are additional to the number of column studs shown. 13. All typical exterior headers to be 3-2x10 at 2x6 stud wall. All typical interior headers to be 2-2x10 at 2x4 stud wall (unless noted otherwise). B. FAS ILNERS AND CONNECTORS Alternate fasteners and connectors to those listed below, which have I.C.B.O. approval, may be used with approval by the Engineer. 1. Connectors shown on the plans are manufactured by the Simpson Strong -Tie Company, Inc. Connectors by other manufacturers shall be deemed as equivalent if their rated capacity is equal to or greater than that of the connector specified. Follow manufacturer's recommendations for installation of connectors. 2. All timber nailing and connections shall conform to the UBC and AITC. Reference UBC Table No. 23 -I -Q - Nailing Schedule. All nails shown signify `sinker' wire nails unless noted otherwise on plans or manufacturers specifications. Roberts Residence '6 of 7 i;pril 29, 2003 -3. Bolts for wood member connections shall be 3/4"0, ASTM A307 with a minimum 1 112" washer each end (unless noted otherwise). Do not countersink bolts unless noted otherwise on structural drawings. 4. Self -drilling fasteners for the attachment to structural steel shall be 'Teks' fasteners as manufactured by Buildex. C. SHEATHING Sheathing for roofs, floors and exterior shear walls shall be APA Grade -Trademarked C -D, Exposurel. 1. Roof Diaphragms (180 plf wind) shall be 5/8", APA rated sheathing, 40/20 placed with 8'—O" dimension perpendicular to the joist, rafter or truss span. End joints shall be staggered. Attach sheathing at edges with 10d nails at 6" O.C. and at intermediate supports with 10d nails at 12" O.C. 2. Floor Diaphragms (165 plf, 215 plf wind) shall be 3/4", APA rated Sturdi-I-Floor, 24 O.C. placed with 8'-0" dimension perpendicular to the joist span. End joints shall be staggered. Attach sheathing with APA glue and at edges nail with 10d nails at 6" O.C. and at intermediate supports with 10d nails at 12" O.C. Sheathing shall be T & G. 3. Wall Diaphragms (195 plf, 260 plf wind) shall be 1/2", APA rated sheathing, 24/0. Studs shall be 16" O.C. Attach sheathing at edges with IOd nails at 6" O.C. and at intermediate supports with 10d nails at 12" O.C. Sheath all exterior walls full height. Block sheathing edges and nail as noted above. D. LAMINATED VENEER LUMBER (LVL) Microllam (ML) members called for on the drawings are as manufactured by the Trus -Joist Corp. of Boise, Idaho. Members by other manufacturers may be used if the depth, strength and deflection is equal to that of the member specified for the particular span. 1. Allowable unit stresses for dry conditions of use required shall be as follows: Fb = 2600 psi Fv = 285 psi Fa. = 750 psi E= 1 900 000 psi 2. Install microllam members in accordance with the manufacturer's recommendation. 3. Holes, cuts, or notches not previously approved be the engineer or the manufacturer shall not be made. 4. Microllam lumber is marked on the drawings as `ML' and shall be 1 3/4" wide, unless noted otherwise. 5. Built-up 1 3/4" beam must be joined according to minimum manufactured specifications. Four member beam must use bolts (unless noted otherwise). E. FABRICATED WOOD JOISTS (1 -Series) I -series fabricated joists with LVL wood flanges and OSB webs called for on the drawings (TJI/Pro150, TJI/Pro250, TJI/Pro350 & TJI/Pro550) are as manufactured by the Trus -Joist Corp. of Boise, Idaho_ Joists by other manufacturers may be used if the depth, strength and deflection is equal to that of the joist specified for the particular span and spacing. 1. Fabricated wood joists shall be installed in accordance with the manufacturer's recommendations 2. Supply all plates, blocking, bridging, bracing, stiffeners and other related items as recommended by the manufacturer. F. FABRICATED WOOD TRUSSES Truss manufacturer shall be a member of the Truss Plate Institute (TPI) and the Component Manufacturer's Council. Trusses shall be design by a registered Professional Engineer employed by the manufacturer. 1. Provide engineered open web roof trusses as profiled by drawings and shall be designed to handle live and dead loads as indicated on the structural drawings. 2. Shop drawings shall be supplied to detail each truss type, truss layout, bracing and any applicable connections related to the trusses. Roberts Res,idtnee '7 of 7 .pri1 29, 2003 -3. Submit design calculations, bearing the seal of the manufacturer's Engineer, with the shop drawings. Calculations shall indicate species and grade of lumber, design loadings and allowable stresses, force analysis of each member and design of each connection. 4. Supply all plates, blocking, bridging, bracing, stiffeners and other related items as recommended by the manufacturer. Footing Pad Schedule Mark Size Thick. Reinforcing Q 2'-0" x 2-0" 12" 344 EA. WAY ® 2'-6" x 2'-6" 12" 444 EA. WAY © 3'-0" x 31-0" 12" 345 EA. WAY Q 3'-6" x 3'-6" 12" 445 EA. WAY E0 4'-0" x 4'-0" 12" 445 EA, WAY 0 4'-6" x 4`-6" 12" 5-#5 EA. WAY © 2'-6" x 4'-10" 12" #4 @ 6" E.W. 3'-6" x 3'-6" 18" 445 EA, WAY SECTION CUT (DTL # I SHT #) BUILDING ELEVATION MARK TOP OF 1 FOOTING STEP 4/55 T. Wall = Elevation T Footing = Elevation FOUNDATION WALL STEP T, slain XXX' -X" FOOTING PAD MARK J�1 I^^^, 1 El COLUMN ABOVE Structural SymI7ols For Foundation Flans SECTION CUT OR PLAN VIEW BEAM OR HEADER (MINIMUM 3 -2 x 10 U.N.O.) BEAM CONTINUOUS OVER COLUMN COLUMN BETWEEN BEAMS 6 3/4 x 10 1/2" GL n 11 EDGE PLYWOOD x ALT.I"Iywood XXX` -X" JOIST BEARING LOCATION 2x12016" O.C. BUILDING ELEVATION MARK JOIST SIZE & SPACING ROOF SLOPE JOIST HANGING (FLUSH FRAME W/ HANGER TYPE) FLOOR ELEVATION CHANGE BEAM BEARING ON BEAM COLUMN FROM ABOVE TERMINATING ON BEAM COLUMN FROM ABOVE AND CONTINUE BELOW JOIST EXTENT LINE Structural SymI3ols For Framing Flans i T.'WALL MINIMUM FROST DEPTH S #4 @ 18" O.C. EACH WAY! (VERT. BARS MAY BE SUBSTITUTED w/ FULL HEIGHT DOWELS IF DOWELS ARE CHANGED TO#5@ 18"O.C.) FOUNDATION DRAIN IF REQUIRED BY SOILS ENGINEER T. FOOTING SEE PLAN TOP OF WALL n CONDITION VARIES 3 Ib. #4 DOWELS J 24" @ 36" O.C. 6„ Alternate Hook Direction 2 - #4 LONGIT. CONT. b FTG. SHALL BEAR 3" CLR. ON UNDISTURBED NATURAL SOIL / 18" MIN. SEE PLAN Typical Low Foundation Wall 3l4" = 1I-0" LAP BARS PER GENERAL NOTES CORNER BARS CLEAR CALLOUT AT RETAINING SOIL SIDE FACE. IF RETAINING LESS THAN 6 FEET OF SOIL, THEN A SINGLE CORNER BAR MAY BE PLACED IN CENTER OF WALL MATCH SIZE & SPACING OF HORIZONTAL WALL REINFORCING CF -001 —/ LAP BARS PER GENERAL NOTES 1 1/2" CLR. FOR #5 BARS & SMALLER. WALL REINF. (SEE WALL SECTIONS) Typical Corner Sc Intersection Reinforcing 3/4" = I'-0" CF -002 T. PLYWD RIM JOIST OR BLOCKING T. WALL PLWOOD SHEATHING SEE GENERAL NOTES FOR FOOTING, WALL & REINFORCING SEE DETAIL 1 T. FOOTING FLOOR JOISTS ARE PARALLEL TO WALL @ SIM CONDITION FLOOR JOISTS SEE PLAN 2x SILL & ANCHOR BOLTS SEE GENERAL NOTES Floor Framing Dearing �. Ext, Foundation Wall 3/4" = f-0" 110 T. PIER COLUMN SEE PLAN FOR SIZE 4 - #4 DOWELS j x FULL HT. 6" w/ 9 GA. WIRE TIES @ 10" O.C. T. FOOTING �ilfl—) I �� 111 WJ-161 SIMPSON ABU POST BASE VERIFY AS NECESSARY //1 1/2" CLR. Concrete Fier 0 Footing Fac 2 "Pt it l! CONC. PIER SEE PLAN SEE PLAN FOR FTG. & RE1NF. 314" = 1P-0" CF -368.1 4i T. WALL FOR FOOTING, WALL & REINFORCING SEE DETAIL 1 T. FOOTING SEE PLAN FELT BOND BREAK Exterior Foundation Wall Slab { T. SLAB SEE GENERAL NOTES FOR SLAB & REINF 3/4" =1-0" T. SLAB T. WALL FOR FOOTING, WALL & REINFORCING SEE DETAIL 1 T. FOOTING SEE PLAN X X r............000%.............%.00%._ .............%.%.-.0%..........%........ iX.ss.i1,. irIIlI 11=111 111 1111 r / Foundation Wall Garage Slab CF -102.5 30" #4 DOWELS @ 16" O.C. 18" w/ #5 CONT @ NOSE 3/4" =1'^0" CF -101.1 4 ' E � T. PLYWOOD BEAM & COL. SEE PLAN T. FOOTING BLOCKING 3" Footing Fad Lai Wood Column CLR JOISTS SEE PLAN SIMPSON CAP & POST BASE SEE PLAN FOR TYPE SEE FOOTING SCHEDULE ON PLAN FOR FOOTING SIZE & REINF. 3/4" = 9'-0" SILL PLATE T. WALL 2 - #5, EXTEND 18" MIN. BEYOND EACH SIDE OF BEAM POCKET CONC. FOUNDATION WALL (SEE PLAN) CF -307 BEAM - SEE PLAN 1 14" MINIMUM 1 BEARING U.N.O. Wood Seam o Wa l l Focket T. LEDGE V.I.F. TREATED PLATE 2-1/2"ox6" ANCHOR BOLTS V2' = V_p" SW -101.1 Ma 21 03 03:33p Dig John's GUS REITOtp MAY 21 *2003 GARFIELD CC� �transmittal BUILDING & PLANNING 1'13: €"C �i. /G0,14zFAc-L.0 L I51-06Li '1=�F-dx: -�-,Ct `C -3a 7 i. (9701945-8529 p.l LDNNii FISHER CONTRACTOR SALTS BUILDING & FIOME CENTER, INC. I2I0 Devereux RuinliP.O. Box 1119 Glenwood Springs, CO SIM PIt. (970 445125Z • FAX (9711) 915--8529 CELL (979) 379-4217 From: Lc) e. 0 Ile: _ ai__ feH CC: C7 Uigv it IJ For Cuurrncul Melly 1 J' igen= Itccycic • • • • • • • • • Wow LU a 1---C, 1\-x G C r'L—\1/211; N,ti-C. I E t__1-�vy'---��-_,.��_.G3�• (qtr �r.l� c `7 l = (. i 1 1 Y'\ "LDt_X S (k 'l1.), 131 (te t l 10, C. 4--k.2, • I ZR1(41N-Ivd-,S Maj 21 03 03:33p Big John's GWS (3701945-8529 -Floor Span a' es: imp e -.pan ' pp ica ions 1 - 010111 • , 111119 1/418 1 ct li•cc 19,4'a 101200 16'4' 14'- 1' 14'-3- L17225 16`-11" 15'-6' 14'9' 1N 300 1 r -r 16'•1' l$' 4" 17%0- 17'1 10'-4' 141400 22"4- 24.5 19'.5 14" 0724 23'4' ?1'•3' 20--3" 110300 24'-0' ..2!'41' 2W.10' 16" • IP1300 • 26'4- ; - 24 =4 23.-r 9.1/r 101702 11-711' W1225 101300 19'•6' it -10' 25-5' 14'•7• 21"4- 1r,r Ili USE: 1.Selecttheeplaaglolatalk band anIle pdesgnkub 2. Select Iha 1/402 51 11360 seti7a14I141110f14, as reipa4d. 3. finds, span alatrnsets co exceeds the design spar 4. Rmdlltecenesperrkrrg l 5arie5 ordde1!b, and 16e spas6sg. CuslIon: fettle:Davi Mot :eve bath sinpfanon cod cm:inumvon 11011515, it Kagan idea tackxtk bath talsfes Itek+a landing a lcis1. Sanaa caadi! oos a:a Porlralid h7 otimres span sttteglh toihet tlma s0nI{a span dalkdiaa. 42 P5F LIVE LOAD, 10 P50 DEAD 10112 24' et 13'•4' 1r ro- 14'-4" • 15'•11• ld'•1' fa' -r 19'•0' 14'.5" 21•9, trsc 1113.47" 18'-r 19'•5" 21'•7" 22-r 23'-3" 24'-4" 23'-4" 26'-6" 29'•6" 16"4 1/302 SOB 19.rac 24°a 40 050 1.111E LOAD, 15 PST MAD (002 010110 511155 11442 Ira W t 19,2'a 24 9.1/2' 101 ?90 101223 111300 101200 1!•7/9 105 (II 302 li•a• 16' -IP tr.r. 19'-E• 2r-5" 21'-L' 14'-11" 154' 16'1' 11'-111' 11'-7" 19'-3 14.3 14.9' IPA' Tr -r 14.4' 101200 l4' Lit 725 1113;0 IS 171300 DEP1!I SERI'S 22'-4" 23'-4" 24'-9r' 20°-S 21'.11.* 24.8" 24'-4• 1/402 14-5" 20'3' 20'-19• IX 13'-1' 13'.111" 14'•4' 15'-11' 16'.1' 17'2' 14.2' 18'-3' 19'-6' or -r 12" at 18'-2" 19'•3" 16'-6. Irr 11'-r 19 -r 20'-7" 21'-3" 22'•6- 24'-3" 26'-I r 17'-0' 1a' -1r 19'08' a'a' 22.6" 22••1" 23'•1" 25'-4" 14'•9' 15'1' 15'-11' 11'-4" 17' -ID. 19'-0" t-3 0. 010.10 111 200 111725 111300 101200 141225 111/0" LP1300 111206 1r -r I31 225 1M1 21'-7" 101300 23'-4" 101300 16' • 1202 • 511.115 16'a 19.2'4 24'a 16`•6" 11'-2' 11'•9" is -r 12`-0" 2r -r 22'-7" 23'-3" 19'•9" 2o' -r 21'-3' la' -6' 19-0" 29'-r 14-Y 14'8' 15'-11" 16' 11'.9 19'-0" 21 700 121225 901/2' 111300 Dalt 111200 101225 112/9 '01300 24'-r 25'-r 264' 29'•3 40 r31 ME LOAD; 25 15F 22001200 1r li"a 19.ra 74'4 111200 1.1/7' 171 275 111300 103700 11-7/0' 101225 001300 111700 14' 111275 117 300 lb" 141300 16'-3' 1'-4I" 14.3• 16•-11' 13•-6' 14'•9' ir•r 16'.1' 15'-4' 19=6' 1.1'-10- 11•.0. 20-s" ItP-r 12--5' 21-1" 19'-3" 1r-4" 22.-e 70'-5" 19••10' 23'-4" 2r-3" 19'3' 24'4" 21,-I r. 2 0'- 10' 13'-1• 13'-5' 14'-4' 15-2" 15'-4' 17'-7' 15-4' 10••1" 1Ta 11'-6" 13'-2" 14'-11' 22',0" 23.-1. 24'-3' 26-1r 1/310 24=6" 2r -r �.-1. 25'-8" E4'c 19.rot 24'1t 101200 171225 147 LPI 300 101300 502.15 t6' 01011' 16`•6' 15'•1° 12•'5 17'•Z 16'-6" 15-1' 15'-2' 15`•4- 17'.6" 21'-0" 2r-11" 22'•2' 23' -Ir 34'.7" 25'-10" 25.4" 14'-1' 21'4" t6' -r 0051001 11SSOIMAPTI11NSe 1, 16e spans fisted as Me door dishing between sappa>s, 2e The vans uehazed taanllormleads eAr. 3. 164524 tablas tared de) r01fl snn1olfnessprangedbt'tho00014p1lo1esraos01e40oarshc011eng gl4td and ne/id b 160 itPbee o o41116 }att. 4. 1.100 2n3 defkcgan fins hew lmiled h 1./4I/30141011000110 the tables oboe. 5. Vol & a li:e lms Jaen tingled ro I/210.11nse seals that extend 3/9'af 14101defelffoi era 5110sxr is bold, 6- Mad dazing Iropoitive mann) intraoser hos been 0ppied 16a Mensa a 115544 on 1ho ellecimant ala vow dark to fires or vero false. spaced no mere !bort 21" at. 7. 1 4 sons co bored 0o da milirnan required bemtngs 0I&led an ply 4- WS" 19-2" 211'-a" 204" 24_3" 3'-1" 05'x" 15'-4' 10'•2- 2.8'•4' 25441' 22'4" 111.700 121225 9.0/•3 111300 1!1-700 171225 11 7/3' IN 300 RI HO 141225 14' 171300 101310 6 00D11I0NAL ilM1ES: fe Web oli0 reselenalregvnedfarOmlafthespanshindi,theSRrt!FSpoa:s010I.003!:laswetog0ud f x gists seed in tcnnos /hal de uol 0 ie:aly sem 1 Ile Ice Vange. 2. 1/340 is the rnidmun dellecion caterra dbsed per (ode,1412th elves lbemanintreon aunt of def oot1iu In the flaw. 3. These %penscsadig evaluatedfaivbevn. 4, 2idg"x!g, 01411100. 721d001[00 oed/orbefternikegebredecl 1116411 no! regelredlei vetRollcad ooluc3 4 can 1440400 Peer Arm 4km and bum. 5.ice wedelcested shams, 0511100Nen lgmteed00111tahlesvrcentalgOaIP1t ac;tdVand Rcttii tts dishl:otat ran ass$Ic100, lrh•k.C.".k a I.ni,'.raP..Mt Ltlmn,k•t =Wan 1'04 x.gonl"n rias 21 03 03:33p Big John's GUS €970 J 945-8529 oar Spri + a es Con mous Span pp iea tins p.3 TO USE: ' �- 1. Scefal rho crow are !abfa based m rhe prates! design rids, 2, Safest the seolon tor taiespards to the rrsa of web sklfertsls, os danced. 3. Sind espan ihutmass oregs&Cedem Spon. 4. Readthscorrespantfro[ad setlesendr10,thesFrxirspox1Io1001(0i nlfaorbAffects. Caution: far floor sysruns that raquit It hi I1WJ5n jas's, if h a goad idea to (heck both mldes Ire Foreerg 31u! Scow cood6lsons ace mooted hi stmoi spa datdaa Lett tan tontiwOaS spursueogth. 40 P5F RE LOAD; 10 PSF BEAD LOAD @ L/480 DTPT11 5211E5 Wi1H00121E3541fFr1£05 IPI200 t/T IP] 275 iri 300 IPF 290 117/0- IN 225 11'k 390 12' or i tl'-r w -r l'•r 2T-3' 22'-11' Ifi'ac 19,Tac 24 VITA ygs SI E1'?11l5 !rot 1Vot Continuous €maniple) Span Applicnst`an -Span LIT cc 5pa41 Spon SERIES 06'•3" IS' -6' 14'4" 16-1$' 16'-1' 13.•1" 1T•6" 16'-0' 15' T 19-4- trr i6. -I' 10••4' 19'4' 16'-l' 26'-11' i9'•i1- 18`•4' LF1290 14' IFI225 171 160 16' 171300 4E21H 51-XES 2E-4' 25'-5' 26'-2" x9'-10' 171 200 9-1/r Off 725 LPL300 1110111 11-7/8- 171225 [Ft 300 Int IT -9" 183' I9'• T 22'-3' 2z'a l" n. 3 20 -x 16' 3• 73••2' 19'-r 16'4" 23'-11- 2x' -r Ir 6" 27=2" 23"•r 10--6" 40 PIE LIVE LOAD; 151.9F DEAD LOAD 6D 1/4811 201110I 451417E11I3 16 or 19:2_m Ii ac Tri' tT-r 2r•2' is'.aa� 1E1 239 III 225 9.1/2- 121399 IPI 200 Pt 225 11.7/6' ,IPI 700 ..., . .. 22-0' 18'-]0' IPI12S 14" 21'•2 (PI 300 25•-3" 21-3' 119 360 F6'- Nft'•Itit£3 S1lrf101R5 IT cc 16'ac l9Tcr 14'at IME5 OENO. M 200 14' NI 225 lP1300 244" 25'-s" 26%2" 16' 171300 Tr -10" 16'•3' 15'4" 14'•2' I6'•10' T6'-1' !4'•T 17'-6' 16'-8' 15'•7- 19'-6' 18'-4' !Tv 20'-4" 11'•4' l4-7" 213-11' 2T-0' 22'-D' 23'11" 20'e 19'•11' 16'.9• 19'.4' 14'-r 18.4' 14'•7" 11'•0' 16'•9' 2F'-6` 16'-9' -r 20'T 23"0' 21'4' 22'-r 23 -2" 24'-3 171700 EF7 726 1.1)7' • 171300 I6'-5' RI 200 r6'J1' 171225 11.7/8' 1$'•0' 171300 17'.i' lF}700 Ir -r W225 14" 19' 4'• III 300 19'-4" 11.! 390 t6" 40 X51 ken lOA4; 25 P51 MAD LOAD 401/400 . DEPIH S£0115 2/0/101071.03 51117111,165 ITct Woo 19,T% 2T et 4-II2' 171200 17!225 I1f300 11.7/1 Lir 200 141225 IN 390 IN 290 14" 171225 EPI 300 17'•9 fr-5' 19'-T 21'-4" 22'• t" IT -1I" 23'-10" 24'• 6" 26'-2" We II' -6" 10'-r 0 1`M6 6011IF0€R5 0l' or. 1"oc 19.4'as 24'ot 5£1115. 007111 I ''� IT•3' I5' 0' 1T-3' ir.r 14'2- I$-.5" IT -3' ii'•r 15'5' 1T-3' 20'-11" 11'-9' 14'-T - 13'a" 13'-5' ITT 1d'•7' is'•r 12;3' I1'-4' 17'4' 14'..2. 16" L}1300 orr 29`or Trr Tr -2' 23'-9" x4'•7' 17.0' 13'.4' • 14"-111' 16'JE' )4-5' 17--5- 14-5' 19' 6' 16'-3' Ilt l is -14 10.2 14'-5' 27-5 111260 IN1225 9.1/2' 11.0300 271200 141125 11-7/6- 101300 171700 101225 14- 1P1300 20'-S 14'.3" (21200 16' DESIGN ASSUMPTIONS: T. lbespur friday' Iladtard¢touubltw4:nsusipats. 2. The spansore Nod oto uniform leadsonly, 3, these Wes eat to addironof sfilfrtess pwvidedlsy she opproprfola sparrraied floor shcolhin0 glu d end napaf u lFs lap {ferric, IA rte joisis 4, Eire loaddellettion hes been united to I/400. 5. Tatot d6Ret4at has (sen Iriertd b 1/240,16ose spans Sha! and 1/ 4' at raid &Radom ore %hewn n hold. 6. Alead sharing{repetitive Umber) hoe= kis beon apldseAeI%Palouse ishasadarslhaaliadarsen! of a prop -irk:: to I/ne or none jo's's, spared no mora Oran 24' o;. 7. The sporsswehasadonthonirnmumtegalodhams CSWed oo Faso 4. Er iaa bt&,M, erL..4,,,.Ptt,Se Cerra.. mlcor teu4wrIWC taw.. 7 ADDITIONAL N0EE5: 1. Wok stifeeeisu6 u to legaiedfur the SixtaS in 1(e'4l1Sr191e6Siiffenets" setas of each s1 .d"•" ir& rates rut Melo is no isaease in spun linos,' Ira use club sitfenors. Wort 0IWs LTV ccquiodfat job's seared 01 hangers Ihol da nal 1ileortp support lin tap acme. 2, Tho design ddcenl4suars ems is hosed on the longest fpws.11oe shmtesi spin nn! no! 6a less Ikon 50 oflieimpost span. 3. them spnstsaro par orduated€ac Ic4im. 4. 60,109, tilacUre,n dmedappEedeellrq roar!/of boia•Ir7aagn brerio though no: required For ser0tol load toparay, cm Improve Thor 4ibral?clt end boom 5 Fa tondl0cm cot shown, u!e Ile thaw Floor load On ;r6,2s at rlclatE your if Eayraared Wood 4mdrxts rtstsi0user las assistoare. t May 2L 03 03:33p Big John's GUS [970)945-l529 Uniform Moor PLO M. es 40 44. TO VSE 1. Well the span segutred 2. Cape Ike design tool (old la lhalamllocdwluarn and coir a 013 design helped to either I110 L/430 ni 1/360 taken 03 needed, 3. Ilett a pta4uct t!I l exceeds ba16 the design Wel and sae 111/11.. 5149 [111 e 9 10 I1 12 13 14 15 13 11 11 19 29 21 21 23 24 94/7 111200 live Load [/480 1/a60 116 132 102 64 64 51 42 35 29 25 Span 110 a 9 E3 Ll 12 13 14 15 14 17 II 19 20 21 22 136 90l 35 69 54 47 39 33 9.1/2 121225 9-3)2' 32) 303 Tall LKo lard load 1/400 (/360 197 176 159 143 145 114 133 90 170 123 77 96 103 58 71 05 43 64 21 43 53 59 33 45 59 23 38 Tafel live land load 1/430 1/330 147 176 159 465 145 128 133 10i 135 123 31 193 114 66 08 96 54 73 83 45 60 47 30 51 57 32 43 27 37 73 31 Told had 276 202 137 116 152 141 23! 107 90 73 64 55 47 EXAMPLE: Veil m lids1 kr u 17'-6' (0111 span wppailing 40 psf (ivc Eax1 end 10 psi( ati Ina& spate& IV at. of an Villa dello/Eta Inti1 I. Owego 1u1a1 toad= (40 + 20) (16 / 17)' 80 pll 83sij6 hive load 40' 116 / 12) = 54 p11 2, 5cletl 153 raw lmretp3hdm910 un 18' span. 3, 11ra 841 !joist 1e. exceed both TlII4 feed acrd 1/180: 19.116" [PI 300 lamppost 102 plf Pin! IA 54 8i1 Live @ 1/430 11-1/9 191209 Dalai 1/463 11353 11,7/6" 121 225 it wa- (72 300 Torok Lire Lead lead 11482 1/360 197 176 139 145 133 100 123 33 114 100 72 97 107 93 60 31 100 69 92 51 63 94 59 71 43 57 86 49 66 37 49 74 42 56 32 42 64 36 49 27 37 55 32 42 24 32 43 28 37 71 20 42 74 32 Talc[ load 197 176 159 145 133 113 114 107 100 94 119 84 73 64 56 49 1 rs lead kilo Span (/430 (/360 _ 2Y6x(81 707 9 132 10 165 11 152 12 133 0113 13 111 131 14 91 122 15 36 102 115 16 6A 85 103 11 54 73 107 10 37 62 94 19 40 54 111 20 35 47 70 21 30 41 41 22 77 36 ' 54 23 24 37 43 24 14 (P1207 01ve load 1/480 8/340 106 39 75 64 54 47 41 36 23 31 24 23 25 24 16 22 27 19 38 19 30 31 32 85 73 63 55 43 42 37 33 19 26 Ta1o1 lire lead load 1/430 1/360 191 176 159 145 133 123 114 107 100 94 A6 69 73 05 63 84 00 S4 72 77 47 63 72 41 55 63 36 43 56 32 43 49 28 38 44 25 34 39 23 30 14'171725 144 LP1300 DmIn d Told live had Tall span 1/400 1/363 lea4 I/493 1/36/1 had 16) tib 226 3 232 9 132 10 164 11 152 12 141 13 131 14 122 15 11S 1i 103 17 102 13 97 19 92 23 01 21 82 34 22 72 30 21 64 31 24 57 74 25 51 71 26 45 63 21 41 62 23 37 56 73 33 53 31 30 46 31 21 42 32 Total (ad 197 176 159 145 133 121 114 137 100 94 39 35 30 77 73 30 64 57 50 46 111 94 30 69 59 52 45 417 35 31 20 25 22 10 11 92 19 69 60 53 47 42 37 33 30 27 14 302 132 166 152 141 131 132 115 108 102 97 97 ea 84 30 71 63 56 511 45 41 37 31 81 70 it 54 43 42 33 34 31 29 25 23 21 - DE51014 ASSI)61PII014S: 1. The gems tined lnthe Span (lima 1(3 i11s01oo 1311w003 su3po.l11304 #i96 ! 041801single ar maroons span opp11401aos_ • 2. Iha ipers ele based en uniform ked only. 3. lherrladles 4s3.3110 /foal ha )30 Is 601 3'apaldivamemb0c lhctekaa the hod shoring+ln0asehas aa/ Been epp3ed. Also. thefive load 0WOs do tta1I33 (1( any 0+13115)0140001001 due In ctvn o13ie Wien. 4. lethal deRBeter04xss(eeo 0mat4 In 0(240. 5. Itesn ornne 1141 Wad support ef Ihe rapressiart Pima. futl stigma is tom& ed ba mina; unbraed length o( 6. 01e soros sv6based an flea rtivrat'4art ragdrad beatings as !dad m page 4. PSF TO PLF CONY#RSION TABLE 139013' 1001E 1957) (121 23 25 30 35 40 45 50 16' 27 34 40 47 54 60 67 19 2' 32 40 44 56 64 71 100 24. 43 5D 60 70 00 90 100 55 74 88 110 00 80 96 120 65 87 104 134 8 p.4 40. ADDI110NAL NOTES: 1. 1111'46feslrk hela3S3ayhasentthe lcedtapaatityelthe. jalstbawds1 get(Red 01c1(pk)01 Hs30'1l 3rg111. T. The desi3lai must clsecl kattt the fail load and rhe Opplapdnla live load columns. 3, 10do4gnfar odoable !iaal, the valuesvlrlhasamhfratarsba400(6 ,etthedotim411100nathepal troy be !Tined to terrylhe (openly of Cath 715 Me cepvaly is 111539097. 3. Web s61feaelsale nofregc4r0d fns these spans and W1ds. Web (71ars acv rorie1esl krieh`s •cvlyd at 6103311 dict da net Wray supped tBa 111 i1Orage. 4- !fadedgaalcan0o10asSparta 30Bated Orr lh0Tmpstspan.15111801(3)11parmast gat fit Ems ifsas53315 vi the loncgesl span. 5, llIOsespans mered united for l moon. 6 Van a Dia [ovd(plum? is &!ant, the Tatal teal onus the &vp1. 7, 1b nal use a prod1101'here desi3mlad'•' r6AB0u1 ler11113 1010131 s Iry 3 431115) pr000036a al if N a rad..m Y art wls.Mrrilm Ca kyalan Fl2:41 te0'Fna'met t0o0mien 1 *303 V GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N2 3 8 0 q 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Assessor's Parcel No. This does not constitute a building or use permit. Owner's Name R.hr45c6 If-r.r Present Address?O 3 CR C ( 3Phon� �A ! System Location 3t. Legal Description of Assessor's Parcel No. / 3} f "" 0 SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area- See Attached j IA ''s A 3�t Special Setback Requirements: Date Inspector f _ ',� FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other f Date Oc . 29 " ZdO Inspector / J4 '/ '4.2 4 i RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. fr 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves aknowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine -- 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT 4 H 0 O � ar o 0 cp rom d0 'fez deo cn cn M oo ou) n (-) H 0 0 11 0 0 0 11 rj i Fe r 2G 06 o 2 m P1 m S 02424'33' W 106.88 .m 6 X1 z rA M Ma] m Aon mz z X ,0£'t0fi, 3 Aa1Nno0 :31V0S ITARDUTINH [SflOH C� on sAi, �� — — • c,&d aN j — 01Q/0,1 ',9E. S OOOMn 0 M.L In ,5'S ca 0 BEST COPY 00'9iO1COZ 'ON 133e02d �o -a wxi O 01 A 0 Z CD J m r z Z 0 - n mr°a§ n0 co za O : r �5 j o 0 Du 0 z Da 2 0 O,0 00 0°a N co O § 3 —<1 m z 0 N§2 8° m 4w z n m w N 0 n m v N COO W 0 v 0 rmn r Oo'9IO.CO '0N 103r0Nd n D E c�73 Z CD rn o IZ Z ©-zi m710 0o CO z P- 5 - 6 0 _Z 0 z r Z o0 8 0 0 ., ). .2:1 - ca -71 -13 .0 a Ch M ivW 0 T 0 0 c z rrl WS 3O 1 Vd ANV ONIN3Q8f19 X10 ONISSONO IN31A13SV3 p IN NVddV ON ,S1 3N3I-II- IVH.l ONV '031VOIQNI SV ld? ANV NO SJN31113A0NdWI A8 S3SI1A13Nd Q38INOS30 31 - ON 3NV 3N3H1 1.'dH.L 'NMOHS SV ld30X3 '130dbd 3HI 3C A13 111N3 3NV `SN01103NN00 A111110 1d30X3 NO 130 1Vd Q38INOS3Q 3/108V 3HI NO SLN3W3AO kWii 31- 'S3N11 IN3W3A0NdWf 3�Jfl1fl.1€ N3HIC IN3WHS11E1VIS3 31-41 2103 NOdfl C13f13d 3> `±Vid A3ANf1S 1N3W3AO 1dWf NV NO !V3d A3A?#f1S 'ONI `NOISJGNv'S NOJ 'ONI 'ONId3: Oa{Vd3 1d SVM aLVOI3I.LN30 NOLLV001 1N31/13AONdWl SI ZEST COPY iLVO1.J1.Lj13O NOlIV001 IN3WBAOJd • :)N! '�!NtN r-tr ice. 1 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at Permit No. 87$r 3 have this day inspected this structure and these premises and found the following corrections needed: CDC9tko j /a10 1/eV 17k -itis 5,t/ Jo 4 5/4 o rex /do 7L ../emsrns e r 4rnpe You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 6 ` 0 r 3 / Building Inspector Phone (970) 945-8212 r '4 Noaq uo anuiluoo) Z O cn m - , BUIL -Ttl • . . • , ..... . ,. Date issued .., ,W.,:.Zoned Area. - , • ' Feriitit No , , \ :: , -..,s, , ' , ' - • . AGREEMENT , ' :-.,...,, , ' - ''' ' - • '" ' Iii consideration of the'isSuanCeothis- permit,.th'apptienittli&filA agijels'to. 'comply with all .i. . . 5 .,' laVi and regulations related to the' zoning, locatio4,e0nStruCtion and erection of the proposed a . ., ,. stincture for which This permit is granted, and furth rsgrees'lliatif the ahoire kaid regulations • ' .' '''' ' , are not fully conipliedwitkin the zoning, locatlo ..:eivetioh4ttd,lentritethift'or,:the abtiv: de$vribed structure,, the oortilit.filay then 'be rev° Ott hy..ndtice.`frdin..the caimpy fjitglihrig Inspeetpr and IMMEDIATET.N.BKOME N1U4 4 .Y.(np:,",, ... DI - ' GARFIELD COUNTY COLORADO . ; s 44 1. ctlja Is ,if • 'Front , Side , •-- • Side - Rear . Coed:Most Be Post&I So It is Plainly Visible Fiton. The Street Until" Final Ingketioni A ' ..... '4...kt:".,.!.i."'""......``? 7 • 5 ,7,.- 4°:•-• . : . ,;'• -,-,o'— .›,--..- • .7: I1,41SP,EcTioNRE" CoU,D.,.'-4'.. 5„,„,,,k-1,-5'....,, . -._.v, ' • - , ..•.:- 4 ... ..:. ,A1...4.:''1.,.,, '1 ,'„,' ..._ . . • ' --. V611101hti"_)41...t.„.1..., • ',.',<-'-',').:,< .t,,,[P15',• ',, - , ' < A.<,rt.. - ,. . 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