HomeMy WebLinkAbout614 Eagle Crest Dr - 210518301002 - 2059A-00 - OWTS-10-13-9882Work Classification: ReplacePermit 5403 S FULTON CT GREENWOOD VILLAGE CO 80111- Address Owner Information Permit Status: Active Project Address 210518301002 Permit Type: OWTS Permit Permit NO. OWTS-10-13-9882 Expires: 2/21/2014 Issue Date: 10/24/2013 Parcel No. 614 EAGLE CREST DR Private Wastewater System Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone: (970)471-5505 Cell: (970)390-3261 Inspection For Inspections call: (970) 328-8755 Inspections: IVR PhoneEngineer(s) (970)926-9088LKP Engineering, Inc Contractor(s)Phone Primary ContractorLicense Number SPIEGEL CONSTRUCTION (970)904-0694 Yes20-13 DWIGHT DEVON Permitted Construction / Details: "Project consists of a residential remodel and will result in sizing for a 4 bedroom house rather than the original 6 bedrooms that were used to design the original system installed in 2000 by LKP Engineering, project number20166 permitted by Eagle County ISDS #2059-00. Permission is granted to abandon the 1,000 gallon and 1,250 gallon septic tanks present on the property in accordance with 4.17.07 Eagle County Land Use Regulations; and install one, 2,000 gallon concrete, two compartment septic tank as indicated on the LKP design letter stamped, signed and dated October 17, 2013. The new location is to be down gradient and east of the existing tanks and must meet applicable setbacks. Contact the design engineer for final certification of proper installation and to create the as-built drawing showing the exact tank location. Final certification must be provided to Eagle County prior to the use of the system and occupancy of the dwelling." Issued by: Environmental Health Department, Eagle County, CO October 24, 2013 Date Customer Copy Terri Vroman CONDITIONS: 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Work Classification: ReplacePermit 5403 S FULTON CT GREENWOOD VILLAGE CO 80111- Address Owner Information Permit Status: Active Project Address 210518301002 Permit Type: OWTS Permit Permit NO. OWTS-10-13-9882 Expires: 2/21/2014 Issue Date: 10/24/2013 Parcel No. 614 EAGLE CREST DR Private Wastewater System Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone: (970)471-5505 Cell: (970)390-3261 Inspection For Inspections call: (970) 328-8755 Inspections: IVR PhoneEngineer(s) (970)926-9088LKP Engineering, Inc Contractor(s)Phone Primary ContractorLicense Number SPIEGEL CONSTRUCTION (970)904-0694 Yes20-13 DWIGHT DEVON Permitted Construction / Details: "Project consists of a residential remodel and will result in sizing for a 4 bedroom house rather than the original 6 bedrooms that were used to design the original system installed in 2000 by LKP Engineering, project number20166 permitted by Eagle County ISDS #2059-00. Permission is granted to abandon the 1,000 gallon and 1,250 gallon septic tanks present on the property in accordance with 4.17.07 Eagle County Land Use Regulations; and install one, 2,000 gallon concrete, two compartment septic tank as indicated on the LKP design letter stamped, signed and dated October 17, 2013. The new location is to be down gradient and east of the existing tanks and must meet applicable setbacks. Contact the design engineer for final certification of proper installation and to create the as-built drawing showing the exact tank location. Final certification must be provided to Eagle County prior to the use of the system and occupancy of the dwelling." Office Copy October 24, 2013 Issued by: Environmental Health Department, Eagle County, CO Date Terri Vroman CONDITIONS: 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.u5 P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us EAGLE COUNTY PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM OWTS PERMIT # - BUILDING PERMIT # 5 -- —I INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEESCHEDULE APPLICATION FEE $800.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE 400.00 This fee includes the OWTS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is $135.00 Make all remittance payable to: Eagle County Treasurer. Property Owner: t1. tnl ' ,1 1 1�` I� Phone: T-70 —16 0 ��ll Mailing Address: sq 3 cr. ' u1Jliai1 r-ij P,17 c0 Registered Professional Engineer: L TW4:j L1tW4.,l,6=Phone: 470 Applicant or Contact Person: (�DJL`c' Wr11L�11d1� , � l',� Phone: 0" Licensed Systems Contractor: V )UrEL Cjok lS2AjX=j License # c'4.0 — 3_ Company / DBA: Phone: q 7 0 W L14 Mailing Address: 0 V Q1 _email A I b I'm armQ l� . 0 PX Permit Application is for: New Installation jj� Alteration Repair Location of Proposed OnsiteFastewater Treatment System: � Legal Description: 1- X l aNU Tax Parcel Number: W061 j ma. Lot Size: 1, 62 sz� Assessor's Link: www.eaglecounty.uslpatiel Physical Address: 1 }JP-tr0 Building Type: Residential 1 Single Family Number of Bedrooms: Residential / Multi Family Number of Bedrooms:. _ Commercial / Industrial* Type of Use: *These systems require design my a Registered Professional Engineer Type of Water Supply: Private Well If Public Name of Supp Applicant Signature: _ Spring Surface _X Public Office Use Only 00 Amount Paid: Receipt #: Check #: 10� Date: l� 3 December 19, 2014 Dwight Devon 5403 S. Fulton Ct Greenwood Village, CO 80111 RE: Final approval of septic permit OWTS-10-13-9882; Tax parcel #210518301002; Property location: 614 Eagle Crest Rd., Edwards area Dwight: This letter is to inform you that the above-referenced septic permit has been inspected and finalized. This permit was approved and sized for a 4 bedroom dwelling. Additional information about the maintenance your septic system needs as well as information about private wells can be accessed through web site links provided on the Environmental Health Department’s home page at http://www.eaglecounty.us/envHealth/ Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system. Landscape features, trees with tap roots, irrigation systems and parking areas above the drain field can ca use premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. By following a few simple guidelines, like avoiding grease or other additives down the drain and making sure your septic tank is on a pumping schedule, your system has been designed to last for many years. If you have any questions regarding this information, please contact us at (970) 328-8755 and reference the OWTS septic permit number. Sincerely, Terri Vroman Administrative Technician IV cc: OWTS permit folder Energov electronic file DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us RAYMOND P. MERRY, REHS Director December 17, 2014 Mr. Gary Hill Hill Construction, Inc. P.O. Box 1735 Edward, CO 81632 E-mail: garyhill@centurytel.net RE: Inspection of Septic System Installation Lot 28, Block 6, Lake Creek Meadows 614 Eagle Crest Road Eagle County, Colorado Project No. : 13-2902- OWTS-10-13-9882 Dear Gary: At your request, on August29, 2014, we visited the construction site at the Lot 28, Block 6, Lake Creek Meadows, 614 Eagle Crest Road, Eagle County, Colorado. The purpose of our site visits was to inspect the installation of the new septic tank and building sewer line. They installed the system in overall compliance with our letter for a septic system alteration, dated October 17, 2013, and as shown on the attached as-built sketch. They installed a 2000-gallon, two compartments, concrete septic tank. New cleanout was constructed between the septic tank and the building, and the new tank was connected to the existing effluent line. The vertical separation from the outlet of the new tank to the original effluent line was about 12 feet down. According to Chris Spiegel, they broke up the old concrete tanks and hauled them off to the concrete dump on the Davis Property. There is no other warranty either expressed or implied. If you have any questions, please do not hesitate to call. Sincerely, LKP Engineering, Inc. Luiza Petrovska, PE Enclosure cc: Eagle County Environmental Health Department, E-mail: Terri.Vroman@eaglecounty.us C:\Users\Luiza\Documents\_WPX4\13-2902OSI-NewTank.wpd P.O. Box 2837, Edwards, CO 81632 Tel (970) 926-9088 Engineering, Inc, CrVUGEOTECMICAL October 17, 2013 Mr. Gary Hill RE: Septic System Alteration Hill Construction, Inc. Lot 28, Block 6, Lake Creek Meadows P.O. Box 20961735 614 Eagle Crest Road, Edwards Edwards, CO 81632 Eagle County, Colorado Garyhill@centurytel.net centurytel.net Project No.13-2902 Dear Gary: At your request, we reviewed the original septic system design and the as -built (our Project # 20166) for the existing residence at Lot 28, Block 6, Lake Creek Meadows, 614 Eagle Crest Road, Edwards, Eagle County, Colorado. We also received other documentation by e-mail, including the proposed new remodel plans for the residence and your applications to the building and environmental health departments. From our telephone conversation, we understand that there will be no addition to the number of bedrooms, and the only change required to the system is to move the septic tank east from its present location, to allow for the new addition, grading and landscaping. The existing septic tank consists of two tanks, one, 1000-gallons one -compartment, and one 1250-gallons, two -compartments, concrete septic tank. We recommend that the existing two tanks be pumped and abandoned according to the Eagle County Environmental Health Department Regulations, Chapter IV, Individual Sewage Disposal Systems, Section, 4.15.07, Termination of Use of System. Once the existing septic tanks are removed or abandoned in place: New, 2000-gallons, two -compartments concrete septic tank will be installed in the new location down gradient and east from the present location of the septic tanks. Call the undersigned engineer for inspection of the installation of the new septic tank and the associated building sewer and effluent lines before backfilling. This report has been prepared according to locally accepted Professional Engineering standards for similar conditions at this time. There is no other warranty either expressed or implied. If you have any questions, please do not hesitate to call. Sincerely, LKP Engineering, Inc. ��' Luiza Petrovska, PE J'-._WPX4-LKP' 2013'-,13-2902septicalterationmpd 1 DOC7'�� ii�r�•• INN •• pETall RDis, •. �i zr 2. 29 526 4W P.O. Box 2837, Edwards, CO 81632 Tel (970) 926-9088, E-mail: lkpeng(w—centurytel.net 33 uns 00 `spiumn •p2! lsei0 816e3 ti69 1S3bo 31Jtl3 PRO"T a 71M cT Na: LOT 28, BLOCK 6, LAKE CREEK MEADOWS 13-2902 Engineering, Inc• AS —BUILT 614 EAGLE CREST ROAD SEP71C PEWT Afa: SKETCH OWTS-10-13-9882 EAGLE COUNTY, COLORADO nI DEVON RESIDENCE 8-29-2014 LKP; OUTLET 1.5 CMP INV ELEV=7806.4' I I O I 07 CD \ I I \I I I I \ . I � I� I I ADDRESS BOULDER I r 0 'ASPH t DRIV E --_-_-_--_-- N86°24'06"E 299.96' p' 0.7' DR >> (R. _ _-�— -----——— ------— ----————— --------- ----------------'-- \ \ BOULDER WALL — (TYPICAL) NEW, 2000-GALLONS, \ ` \TWO -COMPARTMENTS, C\ CRETE SEPTIC TANK 7'+/- �A ALT _ r 1 ONNECTED TO THE WA —�` XISTING EFFLUENT LINE BUILDING 1oa " �43+/- 12-FOOT DROP) SEWER LINE A 6T 200' FROM THE CLEANOUT HOUSE TO THE EXISTING LjIC� FIELD — — — — 11� II NE i � I `� I I II EDGE 0 LANT — L� ----� 0-3' HOLY CROSS ELECTRIC ASSOC. INC. AND EAGLE VALLEY TELEPHONE CO. EASEMENT (BOOK 239, PAGE 278) • .I P.O. Box 2837, Edwards, CO 81632, (970) 926-9088, www.lkpengineering.com ScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.com41A5.1A3.2PROJECT DIRECTORY1234A9.1A6.11A6.11100LIVING1A4.1SIM.SYMBOL LEGENDABBREVIATIONSMATERIAL LEGENDDRAWING LIST:PROJECT INFORMATION100ABUILDINGSECTION NO.SECTION CUTSHEET NO.DETAIL NO.DETAIL CUTSHEET NO.ROOM NUMBEREXTERIOR ELEVATIONDOOR MARKDETAIL CUTREFERENCE GRID LINESPOT ELEVATIONDRAWING REVISIONINTERIOR ELEVATIONWINDOW MARKGalvanizedLaminated Wood BeamGeneral ContractorHardwareGypsum WallboardGradeGypsumRWROSEWSECTSANSHLVCptCarpetCeramicCERSIMSHTW/Reinforce (d)REINFFDFloor DrainWith (comb. form)RequiredRound Head Sheet Metal ScrewGAFDNFTGRoomRMRHSMREQDGaugeFoundationFootingWDW/OWoodWithoutand Air ConditioningHeating, Ventilating,LavatoryManufacturerLaminateInside DiameterMiscellaneousMechanicalNot In ContractMedicine CabinetMasonry OpeningHorizontalOn CenterNot to ScaleOriented Strand BoardOppositeOutside DiameterPropertyPlywoodPerforated (d)Prefinished Sheet MetalPenny (nails, etc.)RefrigeratorRadius or RiserNot ApplicableAADADDAGGADJAORBMARCHALTBDBSBETBRGAFFCLBLDGCABCLOSCMUCJCONCCOLDPDIADETCONTBODRDNDWELEADRWGDSEQEJEXISTEXTFE CABTFOCFOSFPFLFINDIMGCGALVGlassGLBGRGLHeadHDHDWGWBHighwayHeightHWYHTHVACGYPAddendumAttic Access DoorAggregateAdjacentArea of RefugeAlternateBeamArchitecturalBoardBetweenBoth SidesBearingAbove Finished FloorInteriorJointJTINTIDMOMFGLAVLAMMaximumMaterialMAXMCMTLMinimumNICMISCMINMECHCabinetBuildingCenterlineClosetConcreteColumnConstruction JointDetailDiameterDamproofingContinuousConcrete Masonry UnitHORBottom OfOpeningOPGOCNTSdODOSBOPPPlatePLPFSMPLWDPERFProjectProductPRODPROPPROJDrainDishwasherDownElevationEachDrawingDownspoutEqualExistingExteriorExpansion JointFace Of ConcreteFace Of StudFire Extinguisher CabinetReferREFREFRFloorFireproofRFinishNADimensionTounge and GrooveToilet Paper HolderSound- Transmission ClassVinyl Asbestos TileUnited States GageUnless Noted OtherwiseUniform Building CodeSLSQSPECSTCSMSUBSTRUCTSTLTVTELSUSPSUPPLIETHKTEMPTOT&BT&GTPHSTDRoof WindowSewerSanitarySectionRough OpeningSlidingShelvesSimilarSquareSpecificationSheet MetalSheetSteelSubstituteStructure (al)TelevisionTelephoneSuspend (ed)Supplement (al)That IsThickTemperedTop OfTop and BottomStandardUGTYPTSUSGUBCUNFINU.N.O.VENTVIFVERTVARVATWCVWTWINWPTypicalUndergroundTube SteelUnfinishedVariableVerticalVentilateVerify In FieldVoltageWater ClosetWeightWindowWaterproofTTreadFINISHED WOODROUGH FRAMING ORROUGH SAWN TRIMWOOD BLOCKINGCONCRETESTONETILEGLAZINGFRAME WALLCONCRETE MASONRYPARTICLE BD. ORGLU-LAM WOODWOOD FIBER BD.RIGID INSULATIONCARPETACOUSTICAL CEILINGSTEELPLYWOODSHEET METALBATT INSULATIONGYP. WALL BOARD/STUCCO/ PLASTERALUMINUM ORSECTION PLANSECTION PLANROCK/SOIL/ COMPACTED FILLSANDNON-COMPACTED FILLIssue Date:ELEV. 100'-0"T.O. PWD.SITE ELEV. = 116'-0"Power Actuated FastenedPAFREVISIONIssue DateCODE INFORMATIONA.THE CONTRACT DOCUMENTS CONSIST OF ARCHITECTURAL AND STRUCTURAL DRAWINGS, THE AGREEMENT, THEGENERAL NOTES AND THE SPECIFICATIONS. ANY WORK SHOWN IN ONE OF THE DOCUMENTS SHALL BE SUPPLIED ASTHOUGH FULLY COVERED IN ALL. ANY DISCREPANCY BETWEEN THE DIFFERENT PARTS SHOULD BE REPORTED TO THEARCHITECT IMMEDIATELY.B.CONTRACTOR WILL ASSUME RESPONSIBILITY OF ITEMS REQUIRING COORDINATION AND RESOLUTION DURING THECONSTRUCTION PROCESSC.ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ORDINANCES, AND SHALL BE PREFORMED TO THEHIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMAN OF THE APPROPRIATE TRADES.D.THESE DOCUMENTS ARE INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED TOCOMPLETE ALL WORK DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THEATTENTION OF THE ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING TO THEINTENTIONS OF THESE DOCUMENTS. IT IS THE RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS AND/ORDIRECTIONS REGARDING DESIGN INTENT WHERE IT IS ALTERED BY EXISTING CONDITIONS OR WHERE NEGLECTED INTHE DOCUMENTS.E.ANY MATERIALS PROPOSED FOR SUBSTITUTION OF THOSE SPECIFIED OR CALLED OUT BY TRADE NAME IN THESEDOCUMENTS SHALL BE PRESENTED TO THE ARCHITECT FOR REVIEW. THE CONTRACTOR SHALL SUBMIT SAMPLES WHENREQUIRED BY THE ARCHITECT. AND ALL SUCH SAMPLES SHALL BE REVIEWED BY THE ARCHITECT BEFORE THE WORK ISPERFORMED. WORK MUST CONFORM TO THE REVIEWED SAMPLES. ANY WORK WHICH DOES NOT CONFORM SHALL BEREMOVED AND REPLACED WITH WORK WHICH CONFORMS AT THE CONTRACTOR'S EXPENSE. SUBCONTRACTORS SHALLSUBMIT REQUESTS AND SAMPLES FOR REVIEW THROUGH THE GENERAL CONTRACTOR WHEN WORK IS LET THROUGHHIM OR HER. REQUIRED VERIFICATIONS AND SUBMITTALS TO BE MADE IN ADEQUATE TIME AS TO NOT DELAYPROGRESS.F.SHOP DRAWINGS MUST BE THOROUGHLY REVIEWED BY CONTRACTOR PRIOR TO SUBMITTING TO ARCHITECT TO MAKESURE THEY ARE ACCURATE AND MEET DESIGN INTENT. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FORHIS OR HER REVIEW WHERE CALLED FOR ANYWHERE IN THESE DOCUMENTS. REVIEW SHALL BE MADE BY THEARCHITECT BEFORE WORK IS BEGUN, AND WORK SHALL CONFORM TO THE REVIEWED SHOP DRAWINGS, SUBJECT TOREPLACEMENT AS REQUIRED IN PARAGRAPH E ABOVE. ARCHITECT WILL TRY TO IDENTIFY ANY DISCREPENCIES IN SHOPDRAWINGS. CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR SHOP DRAWING ACCURACY.G.THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE CONTRACTOR WHEN THERE IS NEED OF INSPECTION ASREQUIRED BY THE 2009 INTERNATIONAL RESIDENTIAL CODE OR ANY LOCAL CODE OR ORDINANCE.H.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES DURINGCONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS, AND FOR THE PROTECTION OFALL WORK UNTIL IT IS DELIVERED COMPLETED TO THE OWNER.I.ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS NOTED WITH "N.T.S." DENOTESNOT TO SCALE.J.CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS, AND WALLS WITH ALLARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS.K.CONTRACTOR TO COORDINATE NEW CONSTRUCTION W/EXISTING CONDITINS AND NOTIFY ARCHITECT AND STRUCTURALENGINEER ABOUT DISCREPENCIES OF DRAWINGS OF EXISTING HOUSE AND ASSUMPTIONS.GENERAL NOTESARCHITECTBERGLUND ARCHITECTS, LLCP.O. Box 2378210 Edwards Village BlvdSuite A103Edwards, CO 81632Phone: (970) 926-4301Fax: (970) 926-4364hans@berglundarchitects.comCLIENTSCONTRACTORAlitza Vagenknechtova614 Eagle Crest RdEdwards, CO 81632Phone: (970) 471-5505alitza@ronbyrne.comGARY HILLHILL CONSTRUCTIONPhone:(970)390-3413garhill@centurytel.netVICINITY MAPSTRUCTURAL ENGINEERSDS ENGINEERINGJeff LeondardoPO BOX 2494Avon, CO 81620Phone:(970)949-7100SURVEYOREAGLE VALLEY SURVEYING, INC.41199 Highway 6 & 24, Eagle-VailPO BOX 1230Edwards, CO 81632Phone: (970)949-1406MECHANICAL &ELECTRICAL NOTESA.INFLOOR HEAT @DWIGHT'S ROOM AND 1.5" GYPCRETE @ NEW AREAS ON MAIN LEVELB.PROVIDE AC @ MASTER SUITE. PROVIDE AIRCONDITIONING FAN COIL ABOVE MASTER CLOSET.9/19/2013 10:02:31 AMA1.0COVERSHEET9.16.13EWHBEAGLE CREST614 Eagle Crest Rd. Edwards, CO 816329.16.13PERMIT SETEAGLE CREST614 Eagle Crest Rd. Edwards, CO 816329.16.13PERMIT SETA1.0 COVER SHEETSURVEYARCHITECTURAL DRAWINGSA2.0 CONSTRUCTION MANAGMENT/SITE/LANDSCAPE PLANA3.0 CRAWLSPACE FLOOR PLANA3.1 LOWER AND GARAGE LEVEL FLOOR PLANA3.2 MAIN AND UPPER LEVEL FLOOR PLANA3.3 ROOF PLANA4.1 ELEVATIONSA4.2 ELEVATIONSA4.3 INTERIOR PERSPECTIVESA4.4 INTERIOR PERSPECTIVESA4.5 EXTERIOR PERSPECTIVESA5.1 SECTIONSA5.2 SECTIONSA6.1 DETAILSA6.2 DETAILSA6.3 DETAILSA8.0 WINDOW AND DOOR SCHEDULEA8.1 DETAILSA10.0 LOWER AND GARAGE LEVEL RCPA10.1 MAIN AND UPPER LEVEL RCPA10.2 LIGHTING FIXTURE SCHEDULESTRUCTURAL DRAWINGSS1 - GENERAL NOTES AND DETAILSS2 - FOUNDATION PLANS3 - LOW ROOF/UPPER FRAMING PLANSS4 - HIGH ROOF FRAMING PLANSS5 - DETAILSS6 - DETAILSS7 - DETAILSS8 - DETAILSS9 - DETAILSS10 - DETAILSEXISTING DRAWINGS(FOR REFERENCE ONLY)614 Eagle Crest - Square Footage Summary Lower LevelGarage LevelMain LevelUpper LevelTotal (excluding garage)GarageLower Level Unfinished BasementTotal w/BasementExisting28700703990441Renovated26140760301271New695781548023213506642985Total1213485212170345227916645186BUILDING CODE2009 IRC & EAGLE COUNTY RESOLUTIONSOCCUPANCY TYPE: SINGLE FAMILYBUILDING COMPLIES WITH THE ENERGY CONSERVATION REQUIREMENTIN CHAPTER 4 OF THE 2009 IRC PER ZONE 6B AS ADOPTED BY EAGLECOUNTY AS FOLLOW:MAXIMUM GLAZING U-FACTOR OF .35 - The triple glazed low E (low E on 2surfaces) Jeldwen windows exceed this requirement - ave. U-Factor .28. Allwindows will be replace as part of the renovation.CEILINGS & ROOFS INSULATION - At new roofs: Requirement of R-49 whichis reduced to R-38 per N11102.21 since the construction techniques provide afull R-38 insulation value over the wall top plate. The design provides a full R-38insulation value over the wall top plate as follow:15" Gluelam Assembly: Provides R-52 5/8" plywood over 5" rigid insulationpanels over 5/8" plywood over 15" Gluelam with 7 1/2" blown in batt insulation ofR-27 with 1 " T&G WD ceiling.Existing Roof - No change to structural or insulation system.Basement Wall Insulation - At new construction - Requires R-15 of continuousinsulation or R-13 cavity insulation: Providing R10 on the exterior face of theconcrete foundation wall and11/2" of rigid insulation underneath slab with R-7.5for total assembly of R17.5Basement Slab - Requires R15 for 4' horizontally under slab. Providing R17.5with R10 on the exterior concrete walls and R7.5 underneath the entire slab.Exterior Walls Insulation - At new constrcution - Requires R-20: Providing R-24.8 with typical 2x6 wood framing wall assembly with 3/4" wood siding or 6"stone veneer, R-24.8 wall insulation provided by R 6.8" closed cell spray foaminsulation and 4.5" of R-4 blown-in-blanket fiberglass insulation and 5/8" drywallFloor Insulation- Requires R30. Providing R-50 per 12.5" of R-4 per inch blownin blanket insulation.ECOBUILDSee EcoBuild ApplicationEagle County Wildfire Rating: Maoder Wildfire Rating Hazard per Aug 20, 2013report from Eric Lovgren.Roofing - Providing a Class A - Corten Metal Roof at new roofs and replacingexisting wood shingles with DaVinci Tahoe Composite Roof Shakes - Class ADecking - Above 30" fire resistive construction for beams and posts, joists anddecking. Living Room Deck construction with steel beams and posts,waterproof stone decking assembly with 5/8" Gypsum wall board or 4x wooddeckingSoffits - Soffits limited to 48" from face of structure except at entry and mainliving deck where the ceiling assembly includes 5/8" Gypsum wall board underthe 1" T&G decking to create a fire resistive assemblyNo. Description Date UPVIEW-RED&WHITE RIDGEVIEW-WILDRIDGE SUBDIVISIONVIEW-SMALL VALLEYV IE W -LA K E C R E E K V A LLE Y V I E W -H I G H P E A K (N O N1.6066 ACRES614 EAGLE CREST DRIVE10.0'10.0'16.3'LOT 28EAGLECRESTROAD(50' R.O.W.)N86°24'06"E 299.96'50.0'31.7'45.0''4.16=L22.3'0.7'0.5'0.5'0.8'0.3'0.5'0.5'(2)0.5'0.5'0.5'(2)1.0'0.5'2.0'1.0'1.0'1.0'1.0'1.2'0.5'(2)0.6'(3)0.6'0.7'0.7'0.7'0.7'0.7'0.4'0.5'1.0'0.7'0.5'779078007 8 2 0 DRIVEWAYWOOD DECKS/FLAGSTONEHOLY CROSS ELECTRIC ASSOC. INC.AND EAGLE VALLEY TELEPHONE CO.EASEMENT (BOOK 239, PAGE 278)DRAINAGE EASEMENTASPHALTEDGE OFPLANTERFOUND No.5 REBARBOULDER WALL(TYPICAL)INV ELEV=7806.4'OUTLET 1.5' CMPEDGE OFASPHALTROADWALK(R.N. 130470)ADDRESSBOULDERHOLY CROSS ELECTRIC ASSOC. INC.AND EAGLE VALLEY TELEPHONE CO.EASEMENT (BOOK 239, PAGE 278)=24°24'40"R=375.00'L=159.77'BRG=N08°36'26"EC LEN=158.56'08.408.416.514.813.913.411.614.318.423.429.229.705.605.505.705.9SUPUPDWFDCONSTRUCTIONDUMPSTEREXISTING BOULDERWALL TO REMAINEXTENDBOULDERWALL4' MAX. HEIGHT EXTEND EXIST.BOULDER WALL AROUNDOVERFLOW PARKING4' MAX. HEIGHTNEW BOULDER WALLAT LOWER PATIOEXISTING BOULDERWALL TO REMAINEDGE OF EXISTINGBUILDING FOOTPRINTSPRUCETREES TO BEREMOVEDASPEN TREES TOBE REMOVEDN 1 0 NEW EVERGREENTREESEXIST. SPLITRAIL FENCENEW FENCENEW FENCEEXIST. FENCEFENCE TODEMOFENCE TO DEMONEW PATH TOLOWER PATIONEWBOULDERWALLLEGENDEXISTING GRADENEW GRADEEXISTING FENCENEW FENCENEW EVERGREEN (4)(1) 6'-8'(1) 10'(2) 8'NO CHANGE TO EXISTING UTILITIESCONSTRUCTIONPARKING ATEXISTINGDRIVEWAYEXISTINGDRIVEWAYTEMP.CONSTRUCTIONPORTALETNEW ASPHALT PARKING/TEMP.CONSTRUCTION LAYOUT ANDSTORAGELIMITS OF DISTURBANCEW/SILT FENCE FOREROSION CONTROL8'8'10'SPRUCE TREE TOBE REMOVED6'-8'13' - 7"17' - 2 3/8"N 1 2 N 1 4 N 1 6 N 18N 2 0 N 8 N 6 Lower Level F.F.@ 10' - 3 1/2"Main Level F.F.@ +19' - 3 1/2"1/8" / 12"+10.3'9'-6''8'8' - 9"14' - 0 5/8"+9'N10LOW POINTMain Level F.F. @ 19' - 3 1/2"18' - 11 1/8"16' - 6 7/8"16' - 0 5/8"14'-4"Garage Level T.O. CONC.@ 14' - 2 3/8" VIFHOUSE ADDITIONHOUSEADDITIONGARAGE ADDITIONE20E22E24E26E28E18N20E 20 E 2 2 E 2 0 E 1 8 E 1 6 E 1 4 E 1 2 E 1 0 E18E16E 1 4 B.O. STAIR@ 9' - 1 1/8"EDGE OF PATIO@ 8' - 11 1/8"17'-0"16'-2"15'-7"14'-3"10'-3"13'-9"12'-3"11'-9"10'-0"9'-0"8'-10 1/4"7'-1 1/4"1/8" / 12"1 /8 " / 1 2 "WALL ABOVEN 8 T.O. WALL@ 18'-0"T.O. WALL@ 13'-6"B.O. WALL& STAIR@ 11'-0"T.O. WALL@ 13'-6"E10E8E6E4SHRUBS OR FLOWER BEDFENCING TOPROTECT TREESFENCING TOPROTECT TREESSOIL STORAGEB.O. WALL@ 9'-0"B.O. WALL@ 9'-0"T.O. WALL@ 12'-0"B.O. WALL@ 13'-0"EDGE OF PATIO@ 8' - 11 1/4"3 RISERS @ 7"7'-2 1/8"7'-2 1/4"7'-0 3/8"7'-2"B.O. WALL@ 14'-5"9'-5''9'-8''10%13'-4"14'-1 1/4"14'-1 1/4"14'-1 1/4"13'-4"3.6%2%8%5%1.6%2%13'-7"2%NEW GATENEW GATEB.O. STAIR@ 12'-6"T.O. STAIR@ 12'-6"193 SQ FT OFSNOWMELTED FLAGSTONEWALK STAIR AND PATIO;200 EXEMPTED SQ FTALLOWED17'-2"6%13'-11 1/2"10%10%10%4' MAX. HEIGHTNEW BOULDER WALLAT LOWER PATIOGENERAL NOTES:1.SLOPE GRADE @ LANDSCAPE/SOFTSCAPE AREAAWAY FROM BUILDING @ A MIN OF 10% FOR 10'. SEESOILS REPORT FOR FURTHER INFORMATION.2.HARD PIPE ALL DOWNSPOUTS UNDERGROUND TODAY LIGHT BEYOND THE LIMITS OF EXCAVATION.3.REGRADE DRIVEWAY AS REQUIRED TO CREATESWALE AS SHOWN IN FRONT OF GARAGE DOORS.4.PROVIDE NEW DRIVEWAY PER OWNER'S DIRECTION.CURRENTLY DRIVEWAY IS PROPOSED TO BECONCRETE PAVER.5.REVEGITATE SITE @ COMPLETION OFCONSTRUCTION WITH NATIVE GRASSES.6.PROVIDE SILT FENCE @ DOWN HILL AREAS OF LIMITOF CONSTRUCTION TO PREVENT EROSION.7.PROVIDE NEW TREES AS SHOWN ON THIS PLAN.PROVIDE PERMANENT IRRIGATION OFF OF EXISTINGIRRIGATION SYSTEM.ScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.comAs indicated9/19/2013 10:02:46 AMA2.0SITEPLANEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 81632 1" = 10'-0"1CONSTRUCTION MANAGEMENT, SITEAND LANDSCAPE PLANREVISION SCHEDULE# DESCRIPTION DATE A4.2A4.122A4.211A5.21A5.1LINE OF HOUSE ABOVEExisting CrawlSpace112356897ABDEG2A5.12A5.2CFEXISTING SLAB ON GRADEH7' - 5 1/2"7' - 11 1/2"19' - 0"2' - 10 3/4"7' - 1 3/4"16' - 11 1/8"4' - 6"13' - 6 1/2"21' - 7"7 1/2"5' - 6"11' - 7 1/2"16' - 8"14' - 0"3' - 2 1/2"4EXISTING ACCESSNEW SLAB ON GRADEE2EXISTING WALLNEW WALLSTONE VENEER SHOWN WITH DIAGONAL HATCHRIGID INSULATION SHOWN WITH CROSS HATCHCONCRETE WALL SHOWN WITH HATCHDEMOLISHEDFLOOR PLAN GENERAL NOTES:1.DOWNSPOUTS - RUN IN SOLID PIPE BELOW GRADE TO DAYLIGHT. PROVIDE HEAT TAPE TYPICAL.2.SLOPE SLAB @ BASEMENT MIN. 1/8":12" TO DRAINS ADJUSTSLOPES AS REQUIRED3.SEAL ALL PLUMBING PENETRATIONS THROUGH SLAB WITHGASKET TO CREATE WATERPROOF SEAL @ CONCRETE. PERADD ALTERNATE PROVIDE UNDER SLAB MEMBRANEINCORPORATED GASKET/ SEAL @ MEBRANE @ ALL PLUMBINGPENETRATIONS.4.VERIFY ALL EXISTING FLOOR ELEVATIONS BEFORECOMMENCING ANY NEW CONSTRUCTION, COORDINATE ANYDISCOVERED DISCREPANCEIS WITH ARCHITECT.5.VERIFY ALL EXISTING WALL AND ROOFLOCATIONS/DIMENSIONS/ASSEMBLIES AND COORDINATE ANYDISCREPANCIES WITH ARCHITECT.6.NOTE R15 INSULATION/DRAINAGE MEDIUM TO BE PROVIDED @OUTSIDE OF ALL LOWER LEVEL SUBGRADE WALLS INCLUDINGUNFINISHED BASEMENT AREA.7.SEE A2.0 FOR GRADING INFORMATIONScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.com 1/4" = 1'-0"9/19/2013 10:02:47 AMA3.0CRAWLSPACEFLOORPLANEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 81632 1/4" = 1'-0"1CRAWLSPACEREVISION SCHEDULE# DESCRIPTION DATE UPUPUPUPUPFDA4.2A4.122A4.11A4.21T.O. PLY @ 14' - 2 3/8"T.O. CONC. @ 10' - 2 3/8"APPROX. LINE OF DECKAND STAIR TO DEMOT.O. CONC. WALL @ 13' - 8 5/8"STRUCTURAL SLAB ABOVET.O. EXISTING CONC. @ 14' - 2 3/8"UPDNAPPROX. LINE OFCOLUMNS TO DEMONEW COLUMNRE: STRUCTURALBUILT-IN/CREDENZALINE OFLEVELABOVEDwight'sNew Bath15Exist. ExerciseRoom12Exist. ExerciseRoom Closet13Wine Room11Alitza's New Bath7Alitza's Office6Alitza's OfficeCloset8Laundry9Mud Room4MID LEVEL DECK @ 14' - 0 5/8"New UnfinishedBasement16Garage LevelLanding5Lower LevelLanding10Lower Level Patio1A5.21A5.112356897ABDEG2A5.1Existing Garage2New Garage3EXISTING WALLTO BE REMOVEDEXISTINGNEWNEWNEWREBUILTNEWREBUILTNEWNEWAPPROX. LINE OFDECK TO DEMOT.O. CONC. @ 10' - 2 3/8"REBUILT2A5.2Dwight's NewRoom14CF2042032022011041011312149647823161153A57A15A11HNEW4UPWDCOLUMNS BELOW, SPRAYAPPLIED DAMPPROOFEDAT BASESPRAY APPLIEDDAMPPROOFEDCOLUMN AT BASEDECK ABOVE@ MAIN LEVEL9' - 1 1/8"FIREPITE2NEW BOULDER WALL28' - 5 7/8"4' - 6"8' - 2 3/4"8' - 3 3/8"HOT AND COLDHOSE BIBSHELVINGCOUNTERTOPOVER W/DVERIFYEXISTINGSLOPEIF NEW DRAINSARE REQUIRED,COORDINATEW/ARCHITECTHOSEBIBHOSEBIBREFRIDGERATOR/FREEZERN10N12N14N16N18N20N8N6N10N20N8E20E22E24E26E28E18E22E20E18E16E14E12E10E18E16E14E10E8E6E12NEW BOULDER WALLNEW BOULDER WALLS8' - 11 1/8"8' - 9"102103105Dwight's RoomCloset37375 1/2"6' - 1 1/4"5 1/2"10' - 11 1/2"2' - 0 3/4"11' - 4 3/8"3' - 2" R.O.1' - 0 1/2"5 1/2"1' - 2 7/8"5 1/2"1' - 6 1/2"10' - 0" R.O.1' - 6 1/2"5 1/2"3' - 6 7/8"2' - 0 3/4" R.O.7' - 5 3/8"4' - 6 3/4" R.O.1' - 3 3/4"1' - 0 1/8"6' - 3 3/8" R.O.1' - 8 1/8"5' - 3 5/8"3 1/2"1' - 2 1/8"9 5/8"2' - 8"6 5/8"9' - 4"4 1/2"3 1/2"8 1/8"2' - 8"5 5/8"3 1/2"5 1/8"1"2' - 6"1"6' - 6 3/8"3' - 2"5 5/8"3 1/2"1' - 11"9' - 2 1/2"5 1/2"6' - 5 1/2"3 1/2"10 1/2"5' - 10 1/8"3 1/2"10' - 4"5 1/2"5 1/2"2' - 0 1/4"2' - 0 3/4" R.O.2' - 0 1/4"3 1/2"5 1/2"5' - 8 3/4" R.O.1' - 6 1/4"5 1/2"WALL CANTED @1:12 FROM GRADETO CHIMNEY2' - 1 1/4"3 1/2"10' - 2 5/8" R.O.4 1/4"5 1/2"13' - 10 1/2"5 1/2"2' - 11 3/4"8"7' - 7 1/2"8' - 0" R.O.5 5/8"10' - 0 3/4" R.O.4 1/4"5 1/2"13' - 4"8"3' - 10 1/2"8"2' - 6 1/2"8"2' - 2"16' - 10"8"6' - 7 1/2"8"8"32' - 6 1/2"8"10' - 1 3/4"8"5' - 10"8"8"2' - 2 7/8"8"2' - 11"3 1/2"15' - 11"5 1 /2 " 3 ' - 0 1 /4 "20.0°5 1/2"11 3/4"5 1/2"7' - 5 1/2"7' - 11 1/2"15' - 4 3/8"3' - 7 3/4"10' - 0 1/2"16' - 11 1/8"4' - 6"13' - 6 1/2"EXISTING21' - 7"7 1/2"5' - 6"11' - 7 1/2"16' - 8"14' - 0"3' - 2 1/2"2A6.21A6.1NEW STEEL COLUMNRE: STRUCT.EXISTING21' - 0"BENCHDOGWASH2' - 11 1/2"2' - 8"9 EQ RISERS @ 7 1/16"8 EQ TREADS @ 11"9 EQ RISERS @ 7 1/16"8 EQ TREADS @ 11"STONE SLAB ATSTAIR LANDING4X WOODDECKING ATLANDINGSAND TREADS2' - 4 1/4"3' - 0"3' - 0 1/4"BUILT IN CUBBIESAND BENCH PEROWNEREXISTING STAIRAND RISERSCOORDINATE WITHNEW FINISHES7 5/8"3' - 0"7 5/8"9 3/4"4 1/2"5' - 2"5 1/2"4 7/8"5' - 8"9' - 5 5/8"17' - 3 1/2"13' - 4 1/2"1' - 3 1/4"4' - 2"1' - 6 3/4"3' - 0 5/8"2' - 8"8 1/8"2 RISERS @ 6 5/8" W/(1)12" STONE SLAB TREAD1/8" / 12"1/8" / 12"1/8" / 12"EDGE OF PATIO@ 8' - 11 1/4"7'-2 1/8"7'-2 1/4"7'-2"5' - 2 1/4"10' - 8"10' - 8"MECHANICAL ZONEPROVIDE DRAINS AS REQDNEW COLUMNSAND FOOTINGSRE: STRUCT.42" T&C DIRECT VENTSTONE MANTELAND HEARTH6"3' - 7 5/8"6"8 " 1 ' - 4 "2' - 1"3' - 7 5/8"10 1/8"5 1/2"HOT TUB ACCESSTO CONTROLS3 RISERS @ 7"2 TREADS @ 12"2' - 3 1/2"ALIGN14' - 6 3/4"8' - 8 1/8"A8.19T.O. CONC. @ 14' - 2 3/8"EXISTING WALLNEW WALLSTONE VENEER SHOWN WITH DIAGONAL HATCHRIGID INSULATION SHOWN WITH CROSS HATCHCONCRETE WALL SHOWN WITH HATCHDEMOLISHEDFLOOR PLAN GENERAL NOTES:1.DOWNSPOUTS - RUN IN SOLID PIPE BELOW GRADE TO DAYLIGHT. PROVIDE HEAT TAPE TYPICAL.2.SLOPE SLAB @ BASEMENT MIN. 1/8":12" TO DRAINS ADJUSTSLOPES AS REQUIRED3.SEAL ALL PLUMBING PENETRATIONS THROUGH SLAB WITHGASKET TO CREATE WATERPROOF SEAL @ CONCRETE. PERADD ALTERNATE PROVIDE UNDER SLAB MEMBRANEINCORPORATED GASKET/ SEAL @ MEBRANE @ ALL PLUMBINGPENETRATIONS.4.VERIFY ALL EXISTING FLOOR ELEVATIONS BEFORECOMMENCING ANY NEW CONSTRUCTION, COORDINATE ANYDISCOVERED DISCREPANCEIS WITH ARCHITECT.5.VERIFY ALL EXISTING WALL AND ROOFLOCATIONS/DIMENSIONS/ASSEMBLIES AND COORDINATE ANYDISCREPANCIES WITH ARCHITECT.6.NOTE R15 INSULATION/DRAINAGE MEDIUM TO BE PROVIDED @OUTSIDE OF ALL LOWER LEVEL SUBGRADE WALLS INCLUDINGUNFINISHED BASEMENT AREA.7.SEE A2.0 FOR GRADING INFORMATIONScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.com 1/4" = 1'-0"9/19/2013 10:03:01 AMA3.1LOWERLEVELFLOORPLANEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 81632 1/4" = 1'-0"1GARAGE LEVEL AND LOWER LEVELPLAN0'2'4'8'16'REVISION SCHEDULE# DESCRIPTION DATE UPUPUPUPUPUPUPDWA4.2A4.122A4.11A4.21T.O. PLY @ 23' - 9 1/8"T.O. PLY. @ 19' - 1 1/4"APPROX. LINE OFDECK TO DEMOAPPROX. LINE OFSTAIR TO DEMOAPPROX.LINE OFDECK TODEMOMaster Bath21Master Bedroom20Master WC22Master Closet23Entry Closet18Powder Room19Breakfast Nook27Kitchen24Pantry25Entry17Great Room26Bedroom #232Bedroom #130Closet #131Closet #233Bath #129Master Bedroom#234Master Closet #236Master Bath #235Upper LevelLanding28Main Level DeckDN1A5.21A5.112356897ABDEG2A5.1NEW WALL INSAME LOCATIONAS EXISTINGNEWREBUILTNEWREBUILTREBUILT2A5.2CFALIGNALIGNALIGNALIGNDECK @ ALITZA'S OFFICE BELOW4033133123083073063053043033023014064053113133323029343619181725202323A212721A18' - 9"H4EDGE OF DECK @ 18' - 11 1/8"14' - 0 5/8"18' - 11 1/2"SNOWMELTEDT.O. FIN FLOOR @ 19' - 3 1/2"0"E2Broom Closet3838SNOWMELTED19' - 2 1/2"19' - 0"17' - 2 3/8"GAS LINEFOR GRILL32" TV INCASEMENTHOSEBIB407309310314401402404A6.16A6.215 1/2"4 1/4"13' - 4 7/8" R.O.4 1/4"5 1/2"7' - 9 7/8"10' - 8"5 1/4"5 1/2"5 1/2"3' - 6"12' - 0"8"9' - 11 3/4" R.O.4 1/4"5 1/2"10' - 3 1/2"3' - 2 3/8" R.O.5/8"5 1/2"5 1/2"1/2"3' - 6"3' - 2"3 1/2"1/2"5 1/2"2' - 11 1/4"5 1/2"7' - 0 1/4"8' - 0 3/4" R.O.3/4"5 1/2"1' - 3"1' - 11 1/2"5 1/2"3' - 11 1/4"2' - 0 3/4" R.O.5' - 0 3/4"3 1/2"3' - 7 1/4"3 1/2"4' - 9 1/4"3' - 0 3/4" R.O.9' - 6 1/2"3 1/2"1/2"5 1/2"7' - 11 1/2"19' - 0"11' - 1 1/8"5 1/2"4' - 10 1/4"5 1/2"1' - 10 5/8"2' - 0 3/4" R.O.1' - 6 7/8"5 1/2"2' - 1 1/4"3 1/2"5 7/8"7' - 4 3/4" R.O.10 5/8"5 1/2"2' - 8 3/4" R.O.10 1/4"10 1/4"4' - 6 3/4" R.O.11' - 7 1/4"1' - 2"2' - 8 3/4" R.O.1' - 2"9 5/8"6' - 0 3/4" R.O.2' - 4 3/4" R.O.3' - 2 1/4"8' - 3 1/4"3' - 2 3/4" R.O.5' - 0 5/8"4' - 0 3/4" R.O.4 1/4"5 1/2"5' - 8"3 1/2"2' - 1 1/4"3 1/2"8' - 4 3/4"5 1/2"4' - 9 1/2"5 1/2"9 1/8"5 1/2"3 1/2"12' - 9 1/2"3 1/2"1' - 2 1/2"5 1/2"13' - 6 1/2"ALIGN5 1/2"2 1/2"3 1/2"3' - 7 1/4"3 1/2"8"3 1/2"11' - 3 7/8"2' - 2 3/4"5 1/2"3' - 0 1/2"3 1/2"1' - 8 1/2"5 1/2"5 1/4"3' - 0"7 1/4"3 1/2"4"5' - 9 1/4"5 1/2"8"2' - 2 5/8" R.O.4 1/4"5 1/2"20.0°5 1 /2 " 3 ' - 0 1 /4 "11 3/4"BENCH33' - 10 1/2"5' - 6 1/4"11' - 7 1/2"4' - 8 3/4" R.O.5' - 2"4' - 8 3/4" R.O.5 5/8"7' - 5 1/2"7' - 11 1/2"15' - 4 3/8"3' - 7 3/4"2' - 10 3/4"7' - 1 3/4"16' - 11 1/8"4' - 6"13' - 6 1/2"21' - 7"7 1/2"5' - 6"11' - 7 1/2"16' - 8"14' - 0"3' - 2 1/2"1' - 2 3/8"1' - 0"FROSTED GLASSWALL AND DOORFLOATING VANITIESLOW WALL BENEATH VANITIESGLASS WALL TO GOOVER BENCH SEAT6' - 1 1/4"11 3/4"2' - 10"6' - 0 1/4"9' - 4"EXISTING TREADSAND RISERS8 EQ RISERS @ 7 3/8"7 EQ TREADS @ 11"3 1/2"10' - 4 3/4"13' - 1"3' - 6"2' - 10"3' - 0 3/4"4' - 1 1/4"14' - 9 1/2"7 3/4"12' - 0"7' - 1 3/4"1/8" / 12"1/4" / 12"13' - 10 1/2"15' - 10 1/4"19' - 0"19' - 0"19' - 0"19' - 0"18' - 0 1/8"11' - 2 1/8"9/16" / 12"3 EQ RISERS @ 7"2 EQ TREADS @ 12"3154 EQ RISERS @ 7"3 EQ TREADS @ 12"4' - 3 1/8"3 1/2"2' - 1 1/4"3 1/2"5 1/8"5' - 2"5 1/8"LINENCAB.35BENCHLINEN4"3' - 0"2' - 0"3' - 4 5/8"3' - 8"2' - 6"5 ' - 3 " 1 ' - 6 "7' - 3 3/4"5 1/4"1 0 " 1 ' - 4 "6' - 5 1/2"6' - 6 1/8"4 ' - 4 3 /8 "3 ' - 7 "4 1/4"3 3/4"STONE HEARTHSTONE MANTELMETAL FIREWOODSTORAGE BOX BELOWHEARTH, COORDINATEWITH OWNERWALL FAUCETFOR TUB3A6.27A6.25 1/2"8 1/4"3' - 11 3/8"48" FIREROCK16' - 0 5/8"16' - 6 7/8"14'-3"4X WOODDECKING ATLANDINGSAND TREADS6' - 5 5/8"2' - 0"6' - 5 5/8"15' - 11 1/4"10' - 9 1/4"10' - 5 1/4"1' - 11 1/2"A8.19A8.19A8.19A8.19392 1/8"22EXISTING WALLNEW WALLSTONE VENEER SHOWN WITH DIAGONAL HATCHRIGID INSULATION SHOWN WITH CROSS HATCHCONCRETE WALL SHOWN WITH HATCHDEMOLISHEDFLOOR PLAN GENERAL NOTES:1.DOWNSPOUTS - RUN IN SOLID PIPE BELOW GRADE TO DAYLIGHT. PROVIDE HEAT TAPE TYPICAL.2.SLOPE SLAB @ BASEMENT MIN. 1/8":12" TO DRAINS ADJUSTSLOPES AS REQUIRED3.SEAL ALL PLUMBING PENETRATIONS THROUGH SLAB WITHGASKET TO CREATE WATERPROOF SEAL @ CONCRETE. PERADD ALTERNATE PROVIDE UNDER SLAB MEMBRANEINCORPORATED GASKET/ SEAL @ MEBRANE @ ALL PLUMBINGPENETRATIONS.4.VERIFY ALL EXISTING FLOOR ELEVATIONS BEFORECOMMENCING ANY NEW CONSTRUCTION, COORDINATE ANYDISCOVERED DISCREPANCEIS WITH ARCHITECT.5.VERIFY ALL EXISTING WALL AND ROOFLOCATIONS/DIMENSIONS/ASSEMBLIES AND COORDINATE ANYDISCREPANCIES WITH ARCHITECT.6.NOTE R15 INSULATION/DRAINAGE MEDIUM TO BE PROVIDED @OUTSIDE OF ALL LOWER LEVEL SUBGRADE WALLS INCLUDINGUNFINISHED BASEMENT AREA.7.SEE A2.0 FOR GRADING INFORMATIONScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.com 1/4" = 1'-0"9/19/2013 10:03:18 AMA3.2MAIN LEVELFLOORPLANEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 81632 1/4" = 1'-0"1MAIN LEVEL AND UPPER LEVEL FLOORPLAN0'2'4'8'16'REVISION SCHEDULE# DESCRIPTION DATE A4.2A4.122A4.11A4.211A5.21A5.112356897ABDEG2A5.1OVER FRAMERIDGE @ 38' - 11 1/8"RIDGE OF EXISTING @ APPROX. 40' - 4"SLOPED WALLNEW CHIMNEYRIDGE OF EXISTING @ APPROX. 38' - 8 7/8"SLOPE AND OVERHANG OF ROOF DETERMINED BYEXISTING SHED ROOF OVER EXISTING GARAGE.1' - 6"10"1' - 6"1' - 6"11 3/4"2' - 0"11 3/4"2' - 0"2' - 0"2' - 0"1' - 6"1' - 6"LINE OF FRAMING BELOW2A5.2CFH47' - 5 1/2"7' - 11 1/2"15' - 4 3/8"3' - 7 3/4"2' - 10 3/4"7' - 1 3/4"16' - 11 1/8"4' - 6"65' - 10 1/2"13' - 6 1/2"21' - 7"7 1/2"5' - 6"11' - 7 1/2"16' - 8"14' - 0"3' - 2 1/2"86' - 8 7/8"LINE OF EXISTING FOOTPRINTE22 7/8" / 12"4" / 12"7" / 12"7" / 12"7" / 12"2 1/2" / 12"2 1/2" / 12"2 1/2" / 12"3" / 12"RIDGE @ 37' - 8"5' - 9 3/4"2' - 0"3' - 10"6' - 6 7/8"1' - 6"1' - 6"7A6.36A6.32A6.33A6.35A6.31A6.34A6.3LINE OF BUILDING FOOTPRINTDRAIN UPPER GUTTER ONTOLOWER ROOF VIA DOWNSPOUTSNOWCLIPS DESIGNBONDGUTTERS AND DOWNSPOUTSW/HEAT TAPE (TYP.)16' - 2 1/8"ScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.com 1/4" = 1'-0"9/19/2013 10:03:24 AMA3.3ROOF PLANEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 81632 1/4" = 1'-0"1ROOF PLAN0'2'4'8'16'REVISION SCHEDULE# DESCRIPTION DATE MATERIALS1.CORRUGATED METAL ROOF RE: SPEC2.SYNTHETIC SHAKE ROOF RE: SPEC3.TYPICAL 5 1/8" X 15" GLULAM RAFTERS. RE: STRUCT4.5 1/8" X 15" GLULAM APPLIED RAFTER TAILS. RE: STRUCT. SEE DETAIL3/A6.35.TYPICAL 2X8 FASCIA6.2X8 SHADOW BOARD OVER 2X8 FASCIA. SEE DETAIL 1/A6.37.STONE VENEER8.WOOD SIDING W/ SHIPLAP JOINT BETWEEN BOARDS9.3X3 WOOD WINDOW TRIM10.10X10 WOOD COLUMN W/ STEEL BOTTOM AND TOP CAP. RE: STRUCT11.TYPICAL STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT - SEE DETAIL6/A8.112.STEEL BEAM. RE: STRUCT13.STEEL COLUMN. RE: STRUCT14.STEEL C CHANNEL RE: STRUCT15.WOOD TRIM BOARD. RE: DETAIL16.TYPICAL STEEL HANDRAIL PAINTED TO MATCH WINDOW CLADDING. RESHEET A6.217.RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER18.5" ROUND COPPER GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUNDTO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION ANDPROVIDE POWER FOR HEAT TAPE.19.STEP LIGHT PER A10.1 and 10.220.J-BOX FOR GUTTER AND DOWNSPOUT SNOWMELT, PROVIDE LOW ONWALL @ ALL DOWNSPOUT LOCATIONS21.4X4 TUBE STEEL COLUMNS @ CHIMNEY CAP PAINTED TO MATCH WINDOWCOLOR22.4" THICK STONE CHIMNEY CAP23.METAL FINISH TO MATCH WINDOW COLOR24.CORNER BOARDS - 2X4 & 2X6 RIPPED TO 5" TO MAKE SIDES EQUALGENERAL NOTES:1) EXTERIOR LIGHTING: SEE LIGHTING PLANS FOR ALL EXTERIOR LIGHTINGAND LIGHTING SCHEDULE2) SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MOREINFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISHSCHEDULE.3) ALL SNOW FENCES AT STANDING SEAM ROOF AND SNOW GUARDS ATSYNTHETIC SHAKE ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPEAND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS4) ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O.5) WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH.6) ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TOBE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR.7) EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BEPAINTED STEEL TO MATCH WINDOW COLOR SEPARATE FROM STAINLESSSTEEL CABLE RAIL WITH NEOPRENE, RUBBER WASHERS AND GROMMETS.8) ALL MECHANICAL VENT TO BE COPPER U.N.O.MAIN LEVELFLOOR PLANFINISHED FLOOR19' - 3 1/2"UPPER LEVELFLOOR PLANFINISHED FLOOR23' - 11 3/8"GARAGE LEVELFLOOR PLANFINISHED FLOOR14' - 4 5/8"1A5.1123568972A5.18304330343024302330114067302630253024EXISTING BOULDERWALL CONTINUED TONEW STAIRNEW BOULDER WALL240614072407A6.37A6.36A6.331A6.36A6.36A8.15A8.14A8.13A8.12A8.11A8.14A6.23A8.13A8.12A8.12A8.11A8.11A8.15A6.13A6.14A6.12A6.15A6.25A6.2331542052221101811169165387A6.16A6.2123STEEL C-CHANNEL2424A8.02MAIN LEVELFLOOR PLANFINISHED FLOOR19' - 3 1/2"UPPER LEVELFLOOR PLANFINISHED FLOOR23' - 11 3/8"LOWER LEVELFLOOR PLANFINISHED FLOOR10' - 3 1/8"GARAGE LEVELFLOOR PLANFINISHED FLOOR14' - 4 5/8"1A5.2ABDEG2A5.2CF93051030610306173082030922101353111930918309163081530814308HE2113062030921309213092310223102241022410236311373113A8.13A6.35A6.32A8.11A8.14A8.14A8.12A8.15A8.13A8.18A8.14A6.3A6.232A6.14A6.25A6.212871212651212131313365117A8.1747A8.03A8.05ScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.com 1/4" = 1'-0"9/19/2013 10:03:28 AMA4.1ELEVATIONSEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 816320'2'4'8'16' 1/4" = 1'-0"1SOUTH ELEVATION 1/4" = 1'-0"2EAST ELEVATIONREVISION SCHEDULE# DESCRIPTION DATE MAIN LEVELFLOOR PLANFINISHED FLOOR19' - 3 1/2"UPPER LEVELFLOOR PLANFINISHED FLOOR23' - 11 3/8"LOWER LEVELFLOOR PLANFINISHED FLOOR10' - 3 1/8"GARAGE LEVELFLOOR PLANFINISHED FLOOR14' - 4 5/8"CRAWLSPACE5' - 2 3/8"1A5.1123568972A5.1411043203492013931239312393122031073307103079305383123831238312263102531078307NEW GLU-LAM RAFTERSRE: STRUCTURALNEW DECK, STAIRAND RAILINGNEW C-CHANNEL42831032103310511307733072131030310331033410342104311034031240312403124640147402484023A8.12A8.15A6.38A8.18A8.1A6.341A6.12A8.12A8.13A8.13A8.11A8.11A8.15A6.25A6.22A8.13A8.11A8.15A6.22A6.2A6.363A8.12A8.11A8.1A6.13103071130711A8.01A8.04MAIN LEVELFLOOR PLANFINISHED FLOOR19' - 3 1/2"UPPER LEVELFLOOR PLANFINISHED FLOOR23' - 11 3/8"LOWER LEVELFLOOR PLANFINISHED FLOOR10' - 3 1/8"GARAGE LEVELFLOOR PLANFINISHED FLOOR14' - 4 5/8"1A5.2ABDEG2A5.2CF502025040351405320444313NEW STEEL BEAMSRE: STRUCTURALNEW STEELCOLUMNRE: STRUCTURALNEW C-CHANNELHNEW BOULDER WALL;SEE SITE PLANE2NEW C-CHANNEL433131131345314514048A8.15A6.25A6.25A6.25A6.25A6.23A8.13A8.13A8.13A8.13A8.13A8.12A8.12A8.12A8.12A8.16A6.31A8.11A8.11A8.17A6.32A6.24A6.3ScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.com 1/4" = 1'-0"9/19/2013 10:03:33 AMA4.2ELEVATIONSEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 81632 1/4" = 1'-0"1NORTH ELEVATION 1/4" = 1'-0"2WEST ELEVATIONREVISION SCHEDULE# DESCRIPTION DATE ScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.com9/19/2013 10:03:40 AMA4.3INTERIORPERSPECTIVEEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 8163213D View 123D View 233D View 443D View 553D View 3REVISION SCHEDULE# DESCRIPTION DATE ScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.com9/19/2013 10:03:45 AMA4.4INTERIORPERSPECTIVEEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 8163223D View 733D View 843D View 953D View 1013D View 6REVISION SCHEDULE# DESCRIPTION DATE ScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.com9/19/2013 10:04:06 AMA4.5EXTERIORPERSPECTIVEEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 816321North East Perspective2Entry 13Entry 24NORTH WEST PERSPECTIVE5EntryREVISION SCHEDULE# DESCRIPTION DATE MATERIALS1.CORRUGATED METAL ROOF RE: SPEC2.SYNTHETIC SHAKE ROOF RE: SPEC3.TYPICAL 5 1/8" X 15" GLULAM RAFTERS. RE: STRUCT4.5 1/8" X 15" GLULAM APPLIED RAFTER TAILS. RE: STRUCT. SEE DETAIL3/A6.35.TYPICAL 2X8 FASCIA6.2X8 SHADOW BOARD OVER 2X8 FASCIA. SEE DETAIL 1/A6.37.STONE VENEER8.WOOD SIDING W/ SHIPLAP JOINT BETWEEN BOARDS9.3X3 WOOD WINDOW TRIM10.10X10 WOOD COLUMN W/ STEEL BOTTOM AND TOP CAP. RE: STRUCT11.TYPICAL STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT - SEE DETAIL6/A8.112.STEEL BEAM. RE: STRUCT13.STEEL COLUMN. RE: STRUCT14.STEEL C CHANNEL RE: STRUCT15.WOOD TRIM BOARD. RE: DETAIL16.TYPICAL STEEL HANDRAIL PAINTED TO MATCH WINDOW CLADDING. RESHEET A6.217.RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER18.5" ROUND COPPER GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUNDTO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION ANDPROVIDE POWER FOR HEAT TAPE.19.STEP LIGHT PER A10.1 and 10.220.J-BOX FOR GUTTER AND DOWNSPOUT SNOWMELT, PROVIDE LOW ONWALL @ ALL DOWNSPOUT LOCATIONS21.4X4 TUBE STEEL COLUMNS @ CHIMNEY CAP PAINTED TO MATCH WINDOWCOLOR22.4" THICK STONE CHIMNEY CAP23.METAL FINISH TO MATCH WINDOW COLOR24.CORNER BOARDS - 2X4 & 2X6 RIPPED TO 5" TO MAKE SIDES EQUALEXISTING WALLNEW WALLSTONE VENEER SHOWN WITH DIAGONAL HATCHRIGID INSULATION SHOWN WITH CROSS HATCHCONCRETE WALL SHOWN WITH HATCHDEMOLISHEDMAIN LEVELFLOOR PLANFINISHED FLOOR19' - 3 1/2"ROOF PLAN40' - 0"UPPER LEVELFLOOR PLANFINISHED FLOOR23' - 11 3/8"LOWER LEVELFLOOR PLANFINISHED FLOOR10' - 3 1/8"GARAGE LEVELFLOOR PLANFINISHED FLOOR14' - 4 5/8"1A5.2ABDEG2A5.2Great Room26Master Bedroom20Master WC22New UnfinishedBasement16Dwight's NewRoom14T.O. PLY. @ 19' - 1 1/4"2' - 0"122.5122.5T.O. RAFTER @ 38' - 2 3/4"NEW FOUNDATIONAND FOOTINGRE: STRUCTURALNEW BEAMRE: STRUCTURALCFB.O. HEADER @ 6' - 10 1/2" AFFB.O. HEADER @ 9' - 10 1/2" AFFB.O. HEADER @ 14' - 7" AFFE2A6.317A6.23A6.2A6.32T.O. PLATE @ 35' - 4 3/4"T.O. PLATE @ 28' - 9 1/2"3A6.2DEPTH AND SIZERE: STRUCT.DEPTH AND SIZERE: STRUCT.MAIN LEVELFLOOR PLANFINISHED FLOOR19' - 3 1/2"ROOF PLAN40' - 0"UPPER LEVELFLOOR PLANFINISHED FLOOR23' - 11 3/8"LOWER LEVELFLOOR PLANFINISHED FLOOR10' - 3 1/8"GARAGE LEVELFLOOR PLANFINISHED FLOOR14' - 4 5/8"1A5.2ABDEG2A5.2T.O. PLY. @ 19' - 1 1/4"NEW ROOFNEW BEAMRE: STRUCTURALNEW GLU-LAM RAFTERSRE: STRUCTRUALNEW WOODFRAMED FLOORRE: STRUCTURALNEW BEAMRE: STRUCTURALNEW COLUMNRE: STRUCTURALEntry17Great Room26Breakfast Nook27Dwight's NewRoom14Exist. ExerciseRoom12T.O. STRUCTURE @ 38' - 2 3/4"122.5122.52' - 0"CFEXISTING FOUNDATION AND FOOTINGSHOWN DIAGRAMATICALLY, NOT SUREOF DESIGN OR HEIGHTEXISTING ROOF TO DEMONEW ROOFT.O. CONC. @ 10' - 2 3/8"B.O. HEADER @ 6' - 10 1/2" AFFB.O. HEADER @ 9' - 10 1/2" AFFB.O. HEADER @ 13' - 7 3/4" AFFB.O. HEADER @ 7' - 9 3/4" AFFB.O. STEEL BEAM @ 12' - 7 5/8" AFFACCESS TO NEW BASEMENTNEW COLUMNRE: STRUCTURALHE2T.O. PLATE @ 34' - 5 1/2"7A6.28A8.1A8.18GENERAL NOTES:•PROVIDE PERIMETER DRAIN PER DRAWINGS & SPEC @ NEW FOOTINGS;ROUTE TO DAYLIGHT DO NOT CONNECT ANY ROOF OR SITE DRAINS TOTHE PERIMETER DRAIN SYSTEM.ScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.com 1/4" = 1'-0"9/19/2013 10:04:10 AMA5.1BUILDINGSECTIONSEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 81632 1/4" = 1'-0"1East West Section 2 1/4" = 1'-0"2East-West Section 1REVISION SCHEDULE# DESCRIPTION DATE MAIN LEVELFLOOR PLANFINISHED FLOOR19' - 3 1/2"ROOF PLAN40' - 0"UPPER LEVELFLOOR PLANFINISHED FLOOR23' - 11 3/8"LOWER LEVELFLOOR PLANFINISHED FLOOR10' - 3 1/8"GARAGE LEVELFLOOR PLANFINISHED FLOOR14' - 4 5/8"1A5.123568972A5.1Kitchen24Great Room26Main Level DeckLower Level PatioDwight's NewRoom14NEW ROOFNEW BEAMRE: STRUCTURALNEW 5 1/8" X 15"GLU-LAM RAFTERSRE: STRUCTRUALNEW WOODFRAMED FLOORRE: STRUCTURALNEW DECK,STAIR ANDRAILINGNEW BEAM AND COLUMNRE: STRUCTURALT.O. PLY. @ 19' - 1 1/4"NEW COLUMNRE: STRUCTURALNEW COLUMNRE: STRUCTURALB.O. HEADER @ 6' - 10 1/2" A.F.F.B.O. HEADER @ 9' - 9 3/4" AFFT.O. CONC. TO B.O. STRUCTURE7' - 11"4T.O. CONC. @ 10' - 0 7/8"LANDING AT BASEOF STAIR; SEE SITEPLAN FOR ELEV.DIRECT VENT F.P.48" F.P.C-CHANNELMETAL BOX FORWOOD STORAGESTONE MANTELSTONE HEARTHDwight's RoomCloset37STONE HEARTHSTONE MANTEL8A8.18A8.1BOULDER WALL AT THIS LOCATIONSEE SITE PLANA6.27A6.23MAIN LEVELFLOOR PLANFINISHED FLOOR19' - 3 1/2"UPPER LEVELFLOOR PLANFINISHED FLOOR23' - 11 3/8"LOWER LEVELFLOOR PLANFINISHED FLOOR10' - 3 1/8"GARAGE LEVELFLOOR PLANFINISHED FLOOR14' - 4 5/8"CRAWLSPACE5' - 2 3/8"1A5.1123568972A5.1Upper LevelLanding28Bath #129Entry17Master Bedroom20New UnfinishedBasement16Exist. ExerciseRoom12Lower LevelLanding10Garage LevelLanding5Mud Room4New Garage3Existing CrawlSpace1T.O. PLY. @ 14' - 2 3/8"T.O. PLY. @ 19' - 1 1/4"EXISTING ROOF TO BE DEMOLISHEDNEW ROOFEXISTING ROOF TO REMAINNEW ROOFNEW ROOFEXISTING FOUNDATION AND FOOTINGSHOWN DIAGRAMATICALLY, NOT SUREOF DESIGN OR HEIGHTNEW FOUNDATION AND FOOTINGRE: STRUCTURALNEW BEAMRE: STRUCTURALNEW STEEL BEAMNEW 6 3/4" X 18"GLU-LAM RAFTERSRE: STRUCTRUALNEW WOODFRAMED FLOORRE: STRUCTURAL5' - 2 1/2"T.O. PLY. TO B.O. STRUCTURE8' - 5 1/2"T.O. CONC. TO B.O. STRUCTURE7' - 9 1/2"B.O. STEEL BEAM @ 12' - 7 5/8"T.O. CONC. @ 10' - 2 3/8"T.O. PLY. @ 23' - 9 1/8"43' - 10"T.O. CONC. @ 14' - 2 3/8"RE: STRUCT.EXISTING WALLNEW WALLSTONE VENEER SHOWN WITH DIAGONAL HATCHRIGID INSULATION SHOWN WITH CROSS HATCHCONCRETE WALL SHOWN WITH HATCHDEMOLISHEDScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.com 1/4" = 1'-0"9/19/2013 10:04:15 AMA5.2BUILDINGSECTIONSEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 81632 1/4" = 1'-0"1North-South Section 1 1/4" = 1'-0"2North-South Section 2REVISION SCHEDULE# DESCRIPTION DATE SLOPE 10% MIN. FOR 10'RE: STRUCT.RE: STRUCT.RE: STRUCT.RE:STRUCTT.O. SLAB & T.O WALLRE: FLOOR PLANSSTONE VENEER OVER 3D DRAINAGE MATERIAL OVERAIR AND WATER INFILTRATION BARRIER CONT. @ WALL.LAP OVER 30" HIGH ICE & WATER SHIELD WHICH ISCONT. @ BTM WALL, & MIRADRAIN DRAINAGE MEDIUMON STEEL ANGLE @ FOUNDATION. DRAINAGE MEDIUMCONT. UNDER B.O. STONE OR PROVIDE WEEP SO THATDRAINAGE MEDIUM CAN DRAIN AT B.O WALL.4" CONC. SLAB ON GRADE WITH INFLOOR RADIANT HEATFINISH FLOORRE: FLOOR PLANS AND SPEC1 1/2" CONT. RIGID FOAM INSULATION PANELUNDER SLAB RE: SPECBASE BOARD TYPICALCONCRETE FOUNDATION WALLRE: STRUCTURAL DRAWINGSCONCRETE FOUNDATION FOOTERRE: STRUCTURAL DRAWINGS4" MIN. DRAIN GRAVEL BASE RE: SOILSENGINEER RECOMMENDATIONS/STRUCT.R-20 INSULATION RE: SPECR10 COMBINATION INSULATION/DRAINAGEMEDIUM PER SPEC TYPICAL RE: SPECINTERIOREXTERIORCAULK JOINT B/W EDGE OF SLAB & WALL TOPREVENT RADON GAS INFILTRATIONRE: RADON GAS MITIGATION NOTESRE: STRUCT.CONC. LEDGE RE: STRUCT.GRIDLINE4" DIA. RIGID PERFORATED PIPESURROUNDED BY FILTER FABRIC ANDA MIN. OF 4 INCHES OF DRAIN GRAVELSLOPED 1% MIN. TO DAYLIGHT PERSOILS REPORT. RE SOILS REPORT FORADDITIONAL FOUNDATION &PERIMETER DRAIN REQUIREMENTS &SPECW.P. MEMBRANE CONT. FROM B.O.FOOTING TO T.O. CONC.0' - 5 1/2"10 MIL VAPOR BARRIER TURNS UP WALL.MECHANICALLY FASTEN AND SEAL TO WALL.SEAL ALL JOINTS AND PENETRATIONS TYP.SMART MEMBRANE VAPOR BARRIERRE: SPECMIRA DRAIN DRAINAGE MEDIUM OVERWATERPROOF MEMBRANE RE: SPECPROVIDE MIRADRAIN CONT. @ BOTTOMOF STONE AND/OR WEEPS @ B.OSTONE FOR PROPER DRAINAGE TYP.PROVIDE 2" RIGID @ EDGE OF SLABW/ BEVEL CUT AS SHOWNT.O. LEDGE @ 1'-0" MIN. BELOWGRADERE: ELEV.EXTERIOR GRADE OR PATIOSLOPE GRADE @ 10% MIN.SLOPE PATIO @ 1.25% MIN.RE:FLOORPLANSSIDING @ SIM. CONDITIONRE:FLOORPLAN & ELEVATION6" MIN.1/2" PLYWOOD SHEATHING ON 2XEXTERIOR WALL FRAMING RE: SPECP.T BOTTOM PLATELAP ICE & WATER SHIELD MIN. 6"OVER CONC. FDTN. & EXTEND UPTO MIN. 30"SLOPERE: STRUCT.T.O. SLABRE: FLOOR PLANSSTONE VENEER RE:SPEC5" CONC. SLAB ON GRADE W/ IN-FLOORRADIANT HEAT RE:STRUCT.FINISH FLOORRE: FLOOR PLANS AND SPEC1 1/2" CONT. RIGID FOAM INSULATIONTYPICAL @ HEATED SLABSRE: SPECWOOD BASE RE:SPECCONCRETE FOUNDATION WALLRE: STRUCTURAL DRAWINGSCONCRETE FOUNDATION FOOTERRE: STRUCTURAL DRAWINGSR-20 INSULATION RE: SPECR10 COMBINATIONINSULATION/DRAINAGE MEDIUM PERSPEC TYPICAL RE: SPECINTERIOREXTERIOR6" MIN.RE: STRUCT.PROVIDE GALVANIZED OR PAINTW/ASPHATIC DAMPROOFINGSTEEL L ANGLE RE: STRUCT.RE:SPECGRIDLINE4" DIA. RIGID PERFORATED PIPESURROUNDED BY FILTER FABRICAND A MIN. OF 4 INCHES OF DRAINGRAVEL SLOPED 1% MIN. TODAYLIGHT PER SOILS REPORT.RE SOILS REPORT FORADDITIONAL FOUNDATION &PERIMETER DRAINREQUIREMENTS & SPECW.P. MEMBRANE CONT. FROM B.O.FOOTING TO T.O. CONC. RE: SPEC0' - 5 1/2"10 MIL VAPOR BARRIERVAPOR BARRIERRE: SPECMIRA DRAIN DRAINAGE MEDIUM BEHINDSTONE RE: SPECT.O. WALLRE: STRUCT.P.T BTM PLATE RE:SPECSLOPE GRADE @ 10% FOR 10'AWAY FROM BUILDING PERSOILS ENGINEERLAP ICE & WATER SHIELD MIN. 6" OVERCONC. FOUNDATION & EXTEND UPWALL MIN. 30"PROVIDE WEEPS @ BASE OF STONEOVER SUPPORTING ANGLE4" MIN. DRAIN GRAVEL BASE RE: SOILSENGINEER RECOMMENDATIONS/STRUCT.RE: STRUCT.EPOXY FINISH FLOOR COATING CONT. UP WALL APPROX5" OVER COVE BASERE: ARCHITECTURAL FINISH SCHEDULE, INTERIORDOCUMENTS AND SPECCONCRETE FOUNDATION WALLRE: STRUCTURAL DRAWINGSINSULATION RE: SPECGARAGE INTERIOREXTERIOR1/2" ISOLATION JOINTGRIDLINET.O. SLAB & T.O CONC. WALLRE: FLOOR PLANS & STRUCTT.O. FOOTERRE: SECTIONS AND STRUCTP.T BOTTOM PLATE RE: SPECCONC. LEDGE RE: STRUCT.SLOPE PER PLANSIDING RE: ELEVATIONS & SPECPFSM FLASHING10 1/8" MIN.LAP ICE & WATER SHIELD MIN. 6" OVERCONC. FOUNDATION & EXTEND UPWALL MIN. 30"3D DRAINAGE /AIR & WATER INFILTRATION BARRIERLAPS OVER ICE & WATER SHIELD & FLASHINGR10 COMBINATION INSULATION/DRAINAGEMEDIUM PER SPEC TYPICAL RE: SPECW.P. MEMBRANE CONT. FROM B.O.FOOTING TO T.O. CONC. RE: STRUCTURALDRIVEWAY ON COMPACTED SOILRE: SPECSLOPE PER PLANRE: STRUCT.RE: STRUCT.RE: STRUCT.STONE VENEER OR METAL SIDING RE:ELEVATION AND SPECEPOXY FINISH FLOORRE: ARCHITECTURAL FINISH SCHEDULE AND SPECCONCRETE FOUNDATION WALLRE: STRUCTURAL DRAWINGSINSULATION RE: SPECGARAGE INTERIOREXTERIOR1/2" ISOLATION JOINTGRIDLINET.O. SLABRE: FLOOR PLANST.O. FOOTERRE: SECTIONS AND STRUCTDRIVEWAY SEE SITE PLANFOR LOCATION OF DRIVEWAYRE:SPEC & STRUCT1"STRUCTURAL FILL RE: STRUCT.P.T BOTTOM PLATE RE: SPECPROVIDE WEEPS @ BASE OFSTONE VENEER TYP.CONC. LEDGE FOR STONE SUPPORT RE: STRUCT.NOTE:SEE 1/A6.1 FORTYPICAL FOUNDATIONDETAILS & NOTESLAP ICE & WATER SHIELD MIN. 6" OVERCONC. FOUNDATION & EXTEND UPWALL MIN. 30"EXTERIORINTERIOR OF GARAGE2X TRIM BOARD AT GARAGE DOOR JAMBBEYONDW.P. EPOXY LIQUID GRANITE FLOORING OVERCONC. SLAB AND TURNS UP WALL MIN. 6"RE: SPECRE: STRUCT.RE: STRUCT.5" CONC. SLAB SLOPE TO DRAINW.P. MEMBRANE CONT. FROM B.O. FOOTING TOT.O. CONC. RE:STRUCTSLOPECONC. FOUNDATION FOOTER RE: STRUCT.TYP. FOUNDATION DRAINAGE SYSTEM PERSOILS REPORT, SPEC & CIVIL DRAWINGSGRIDLINEDRIVEWAY ON COMPACTED SOIL RE:SPECDROP PER PLAN0' - 1"GARAGE DOORPROVIDE GASKET AT B.O. GARAGE DOORR10 COMBINATIONINSULATION/DRAINAGE MEDIUMPER SPEC TYPICAL RE: SPEC1/2" ISOLATION JOINTTHICKENED SLAB AT DOOR THRESHOLD8 1/8"SLOPE PORTION OF CONC. SLABRE:PLANT.O DRIVEWAY @ GARAGE DR7"CONC. FOUNDATION WALLRE:STRUCTNOTE:SEE 1/A6.1 FORALL TYPICALFOUNDATION DETAILSRE:STRUCTKNIFE PLATE RE: STRUCT.THROUGH BOLTS10 X 10 WD. COLUMNRE: ELEV. & STRUCT FOR SLOPED LOCATIONSBOULDER TO BE APPROVED BYARCH. DRILL 6" HOLE TO ALLOWHSS COLUMN AND 5" ROUNDSTEEL PLATE TO PASS THROUGHSET IN NON SHRINK GROUTB.O. WALLRE: STRUCTURAL DRAWINGS10X10 WD. COLUMN NOTCHED FORKNIFE PLATE ATTACHED WITH PAIROF STEEL 3/4" THROUGH BOLTS RE:STRUCT.CAP STEEL PLATE RE: STRUCT.HSS 3X3 STEEL COLUMN RE: STRUCT.BASE PLATE ATTACHED TO PIERWITH EXPANSION BOLTS RE:STRUCT. PAINT W/ ASPHALTICDAMP PROOFINGINSTALL LATEX CAULKING BETWEENWOOD AND STONERE:STRUCTAPPLY ASPHALTIC DAMPPROOFING TO STEELEARTH RE: PLANSTRUCTURAL CONCRETEGRADE BEAM RE: STRUCT.RE:STRUCTCONCRETE SLAB @ FRONTENTRY SLABRE: STRUCT.ScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.com 1 1/2" = 1'-0"9/19/2013 10:04:20 AMA6.1DETAILSEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 81632 1 1/2" = 1'-0"1STONE DETAIL @ FIREPLACE 1 1/2" = 1'-0"2STONE DETAIL @ STEEL ANGLE 1 1/2" = 1'-0"3GARAGE TO DRIVEWAY @ SIDING 1 1/2" = 1'-0"4GARAGE TO DRIVEWAY @ STONE 1 1/2" = 1'-0"5GARAGE DOOR TO DRIVEWAY DETAIL 1 1/2" = 1'-0"6COLUMN DETAIL @ BOULDER @ ENTRYREVISION SCHEDULE# DESCRIPTION DATE SLOPE 1/8" : 1'-0"SLOPE 1/8" : 1'-0"2 1/2"1' - 10"SLOPE GRADE @ 10 % AWAY FROM BUILDINGPER SOILS ENGINEER RECOMMENDATIONST.O. STONE CAPRE: ELEVS AND SECTIONS3" FLAGSTONERE: FLOOR PLANS FOR LOCATIONS6" STONE VENEERCONC. WALLRE: STRUCTURAL DRAWINGSMIRADRAIN @ CONC. WALL FROM T.OWALL TO B.O FOOTING TYP.STRUCTURAL CONCRETE SLAB ORSANDSET PAVERRE: STRUCTURAL DRAWINGSRE: STRUCT.RE: STRUCTURAL DRAWINGSRE:STRUCTT.O. FOOTINGRE: STRUCTURAL DRAWINGSPERFORATED PERIMETER DRAIN SET INGRAVEL BED OVER A NON-PERMEABLELINER PER SOILS ENGINEER DRAWINGAND RECOMMENDATIONS3" CUT STONE CAP SLOPED TO SHEDWATER RE:SPEC10X10 WD. NOTCHED FOR KNIFEPLATE ATTACHED WITH PAIR OFGALVANIZED 3/4" THROUGH BOLTSWITH EXPOSED GALVANIZEDWASHERS AND BOLTSRE: STRUCT. & SPECSTEEL CAP PLATE RE: STRUCT.HSS 3X3 STEEL COLUMN APPLY DAMPPROOFINGTO PORTIONS OF STEEL W/IN STONE ASSEMBLYRE: STRUCT. PAINT PER SPEC.BRG. PLATE ATTACHED TOWALL WITH EXPANSION BOLTS RE: STRUCT.4 7/8"PROVIDE SEALANT JOINT BTW STONE & HSS COLUMN2"SLOPERE: STRUCT.T.O. SLABRE: FLOOR PLANS5" CONC. SLAB ON GRADE W/ IN-FLOOR RADIANTHEAT RE:STRUCT.FINISH FLOORRE: FLOOR PLANS AND OWNER1 1/2" CONT. RIGID FOAM INSULATION RE:SPEC; TYPICAL @ HEATED SLABSWOOD BASE RE:OWNERCONCRETE FOUNDATION WALLRE: STRUCTURAL DRAWINGSCONCRETE FOUNDATION FOOTERRE: STRUCTURAL DRAWINGSR-20 INSULATION RE: SPECR10 COMBINATIONINSULATION/DRAINAGE MEDIUM PERSPEC TYPICAL RE: SPECINTERIOREXTERIORRE: STRUCT.GRIDLINE4" DIA. RIGID PERFORATED PIPESURROUNDED BY FILTER FABRICAND A MIN. OF 4 INCHES OF DRAINGRAVEL SLOPED 1% MIN. TODAYLIGHT PER SOILS REPORT.RE SOILS REPORT FORADDITIONAL FOUNDATION &PERIMETER DRAINREQUIREMENTS & SPECW.P. MEMBRANE CONT. FROM B.O.FOOTING TO T.O. CONC. RE: SPECS0' - 5 1/2"10 MIL VAPOR BARRIERVAPOR BARRIERRE: SPECT.O. WALLRE: STRUCT.P.T BTM PLATE RE:SPECSLOPE GRADE @ 10% FOR 10'AWAY FROM BUILDING PERSOILS ENGINEERLAP ICE & WATER SHIELD MIN. 6" OVERCONC. FOUNDATION & EXTEND UPWALL MIN. 30"PFSM FLASHINGSIDING RE: ELEVATIONS AND SPEC2X P.T. FURRING STRIPS SET IN FND.WALLTO ADHERE WOOD SIDING3D DRAINAGE /AIR & WATERINFILTRATION BARRIERLAPS OVER ICE & WATERSHIELD & FLASHING4" MIN. DRAIN GRAVEL BASE RE: SOILSENGINEER RECOMMENDATIONS/STRUCT.W8X35 COLUMN RE: STRUCT.9 1/4" LVL BEAM @ 16" O.C. RE:STRUCT.SLEEPERS RIPPED AT 1/8" PER 1'-0" MIN SEE PLAN FOR SLOPE &DIRECTION INFO.4 1/2"4 1/4"5"2 1/2"3' - 0 1/2"15.0°3' - 10 5/8"3 1/2"3/8"2 1/8"4"MIRADRAIN DRAINAGE BOARD OVERW.P. MEMBRANCE RE: SPEC CUTAROUND COLUMNAPPROX 5/8" OF PORCELEIN TILE OVER 1/2"OF GROUT2 1/2" W X 4'-0" H X 3/8" T STANCHIONS EACHSTANCHION WELDED TO STEEL PLATE BELOWPAINTED TO MATCH WINDOW COLOR3/8" DIA. STEEL RODS @ 4" O.C. WELDED TOSTANCHIONS PAINTED TO MATCH WINDOWCOLOR3 1/2" W X 3 1/2" H X 3/8" T STEEL WELDED TOTOP STANCHIONS WITH TOP GRINDED TO 15DEGREE ANGLE AND BOTTOM NOTCHED OUTWITH A 3/8" X 1 3/4" SLOT TO ACCEPTSTANCHION. PAINTED TO MATCH WINDOWCOLORCONT. 3" W X 3/8" THICK STEEL PLATE AT15 DEGREES ANGLE CENTERED ANDWELDED TO PLATE BELOW. PAINTED TOMATCH WINDOW COLORW.P. MEMBRANE ADHERES TO COPPERFLASHING WHICH EXTENDS OVER EDGEWITH A DRIP EDGE AS SHOWN- CONTINUESUP WALLS MIN. 18" AND CONTINUOUS UNDERDOOR SILLS5" L X 3 1/2" W X 3/4" T STEEL PLATE ATTACHEDTO 1X12 FASCIA BOARDCONT. 4 1/2" W X 1/4" THICK STEEL PLATE PAINTEDTO MATCH WINDOW COLOR WELDED TOSTANCHIONS3/4" PLYWOOD1 1/2"3 1 /2 "3 1/2"1X T&G DECKING5/8" GWBW8X48 BEAM RE: STRUCTURALW8X35 COLUMN RE: STRUCT.STEEL PLATE RE: STRUCT.(2) 1/4" STEEL PLATEWELED TO COLUMNSFOR WATERPROFFINGTURN WATERPROOFINGUP STEEL PLATE 3" ANDPROVIDE 1/4" SEALANTJOINT BETWEEN STONEAND STEELCUSTOM METAL GUTTER PER DIMS SHOWN3"INTERIOREXTERIOR6" STONE VENEER1/2" EXT. GRADE PLYWOOD SHEATHINGRE: STRUCT.2X6 FRAMING WITH R-20 BLOWN INCELLULOSE INSULATION5/8" GWBGRIDLINEWOOD SIDING RE: ELEVATIONSAIR INFILTRATION BARRIER LAPS OVERFLASHING ABOVE STONEFLASHING EXTENDS UP BEHIND AIRINFILTRATION BARRIER MIN. 4", AND EXTENDSOUT OVER STONE OUT MIN. 3"APPROX. 2" THICK STONE CAP WITHTOP SLOPED. EXTENDS BEYONDAPPROX. 1"VAPORSHIELD W/ DRAINAGE MATCOVERED WITH 15 LB FELT TOPROTECT MAT FROM MORTARINTERIOREXTERIORGRIDLINETYPICAL CHANNEL RUSTIC WOODSIDING TO MATCH EXISTING WALLASSEMBLY SEE 5/A6.2DRAINAGE MEDIUM AND AIR INFILTRATIONBARRIER LAPS OVER FLASHING ABOVESTONEFLASHING EXTENDS UP BEHIND AIRINFILTRATION BARRIER MIN. 4", AND EXTENDSOUT OVER 3X3 TRIM BOARD OUT MIN. 1 1/2"3X3 WOOD TRIM WITH SLOPEDTOP TO DRAIN3/4" WOOD FLOOR OVERRADIANT TUBING2 1/4" TOTAL THICKNESS3/4" T&G PLYWOOD RE: STRUCT.11 7/8" WOOD I-JOISTS @ 16" O.C. RE: STRUCT.R-50 BLOWN IN CELLULOSE INSULATION5/8" DRYWALL TO ALIGNT.O. PLYWOODRE: SECTIONS / PLANSINTERIORINTERIORSTONE FLOOR MUD SETOVER RADIANT TUBING2 1/4" TOTAL THICKNESSSANDED CAULK JOINT BETWEENWOOD AND STONE COLOR TOMATCH STONE GROUT COLOR2 1/4"T.O. PLYWOODRE: SECTIONS / PLANSINTERIORFINISHED FLOOR RE: PLANS,SPEC & INTERIORS3/4" PLYWOOD RE: STRUCT.11 7/8" WOOD I-JOISTS BEYOND RE: STRUCT.RIM JOIST RE: STRUCT.COPPER FLASHING CONT. UNDER DOOR SILLW/BACK EDGE TURNED UP 1.5" OR PROVIDECONT. ICE & WATER SHIELD WHICH TURNS UP1.5" BEHIND DOOR SILLLIFT & SLIDE DOOR SYSTEM ON COPPERFLASHING PAN CONT. UNDER DOOR SILLGRIDLINEINTERIORWALL FINISH RE: ELEVATION & SPEC5/8" GWB11 7/8"T.O. PLATERE: SECTIONSCONT. BUG SCREEN STAPLED TO SOFFITWRAPPED OVER AIR VENT MATERIAL TOCREATE MIN 1/2" VENT AT TOP OF THE WALL.1 1/2" GYP W/ RADIANT HEATTUBING RE: SPECEXTERIORSIM. NOTE INDICATES WINDOW @ OPENING9 1/4" LVL BEAM RE:STRUCT.SLEEPERS RIPPED AT 1/8" PER 1'-0" MIN SEE PLAN FOR SLOPE &DIRECTION INFO.3/4" PLYWOOD1X T&G DECKING5/8" GWB1"4 1/2"T.O. PLY18'-8 3/4"WOOD SIDING RE: ELEVATIONSScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.com 1 1/2" = 1'-0"9/19/2013 10:04:22 AMA6.2DETAILSEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 81632 1 1/2" = 1'-0"1COLUMN DETAIL @ LOW WALL @ ENTRY 1 1/2" = 1'-0"2FOUNDATION DETAIL W/FURRINGSTRIPS @ ALITZA'S BATH 1 1/2" = 1'-0"3STONE DECK AND RAILING DETAIL 1 1/2" = 1'-0"4STONE TO WOOD SIDING TRANSITION 1 1/2" = 1'-0"5WOOD TO WOOD SIDING TRANSITION 1 1/2" = 1'-0"6STONE TO WOOD FLOORING @ MASTERBEDROOM ENTRY 1 1/2" = 1'-0"7WEILAND DOOR SILL @ STONE DECKREVISION SCHEDULE# DESCRIPTION DATE GUTTER WITH ROUND DOWN SPOUTSTO MATCH ROOF MATERIALRE: ROOF PLANS FOR LOCATIONSDRIP EDGE FLASHING TO MATCH ROOFMATERIAL RE: SPECCORRUGATED CORTEN ROOFRE: SPEC2X8 WOOD FASCIA W/ KERF CUTSHIGH TEMP. VYCOR ICE AND WATER SHIELD -PROVIDE DOUBLE LAYER (50% OVERLAP) FORFIRST 4' OF ROOF ABOVE EAVERE: SPEC2X8 WOOD SUB-FASCIA W/ KERF CUTSALL CORRUGATED CORTEN ROOFS TO BEPROTECTED THROUGHOUT WITH ENGINEEREDSNOW CLIPS PER MANF. RECOMMENDATIONSPER ROOF PITCH AND SNOW LOADS2X8 FURRED SPACE W/BLOWN-IN BATT INSULATION2X6 WALL IN-FILL BTW GLULAM RAFTERSGLULAM RAFTERSRE: STRUCT.1X6 T&G SOFFIT W/ 1/8" X 1/8" JOINT OVER 5/8"TYPE X GWB OR 2X6 T&G FOR 1-HR FIRE RATEDASSEMBLY FOR OVERHANG/SOFFIT OVER 4'RE: ELEVATIONS FOR SIDING TYPE.GRIDLINERE: ROOF PLANCONT. BUG SCREEN STAPLED TO SOFFITWRAPPED OVER AIR VENT MATERIAL TOCREATE MIN 1/2" VENT AT TOP OF THE WALL.6 5/8" STRUCTURALLY INSULATED PANELW/5/8" TOP SHEET W/5 1/2" FOAM MIN R-25RE: TO STRUCTURE1' - 3" DEEP GLULAM RAFTERT.O. WALLRE: ELEVS AND SECTS122RE: ROOF PLAN2X4 FURRED SPACET.O. PLATERE: ELEVS AND SECTIONSMETAL DRIP EDGE FLASHING TO MATCH ROOF RE: SPECCORRUGATED CORTEN ROOFRE: SPEC2X8 WOOD FASCIA W/ KERF CUTSALL ROOFS TO BE PROTECTED THROUGHOUTWITH ENGINEERED SNOW CLIPS PER MANF.RECOMMENDATIONS PER ROOF PITCH ANDSNOW LOADS RE: SPEC.SLOPE PER ROOF PLANSTEEL I-BEAM RE: RCP AND STRUCT. FORSIZING AND LOCATIONKNIFE PLATE WITH SURFACE MOUNTEDTHROUGH BOLTS RE: STRUCT.GLULAM RAFTERS RE: STRUCT. &ROOF PLAN FOR CURVED LOCATIONTUBE STEEL COLUMN WELDED TO STEEL BEAM8 1/2" L X 8 1/2" W X 1/2" T STEEL PLATEWELDS TO COLUMN ABOVE AND KNIFE PLATEBELOWKNIFE PLATE WITH SURFACE MOUNTEDTHROUGH BOLTS RE: STRUCT.WOOD COLUMN RE:ELEV & SPEC2X4 FURRED SPACESEE 1/A6.3 FOR TYP. ROOF ASSEMBLY NOTES4"1X6 T&G SOFFIT W/ 1/8" X 1/8" JOINT OVER 5/8"TYPE X GWB OR 2X6 T&G FOR 1-HR FIRE RATEDASSEMBLY FOR ANY OVERHANG/SOFFIT OVER 4'SEE 1/A6.3 FOR TYPICAL ROOFASSEMBLY INFORMATIONGRIDLINE2X8 FURRED SPACE BTWGLULAM ROOF RAFTERSW/BLOWN-IN BATT INSULATIONCORRUGATED CORTEN ROOFRE: SPEC1X6 T&G SOFFIT W/ 1/8" X 1/8" JOINTOVER 5/8" TYPE X GWB OR 2X6 T&GFOR 1-HR FIRE RATED ASSEMBLY FORANY OVERHANG/SOFFIT OVER 4'RE: ROOF PLANRE: ELEVATIONS FOR SIDING TYPGLULAM ROOF RAFTERS RE:STRUCT.LAP JOINT BTW CONT. INSUL PANEL & B.OROOF SHEATHING TO PROVIDE AIR SEAL WITHSELF-ADHERED FLASHINGPROVIDE SEALANT @ INSUL PANEL & B.O ROOFSHEATHING JOINT TO PROVIDE AIR SEAL TYP.CONT. BUG SCREEN STAPLED TO SOFFIT WRAPPEDOVER AIR VENT MATERIAL TO CREATE MIN 1/2" VENT ATTOP OF THE WALL.7 1/4"SEE 1/A6.3 FOR TYPICAL ROOFASSEMBLY INFORMATIONGRIDLINE2X8 FURRED SPACE BTWGLULAM ROOF RAFTERSW/BLOWN-IN BATT INSULATIONCORRUGATED CORTEN ROOFRE: SPEC1X6 T&G SOFFIT W/ 1/8" X 1/8" JOINT OVER5/8" TYPE X GWB OR 2X6 T&G FOR 1-HRFIRE RATED ASSEMBLY FOR ANYOVERHANG/SOFFIT OVER 4'RE: ROOF PLANRE: ELEVATIONS FOR SIDING TYPGLULAM ROOF RAFTERS RE:STRUCT.LAP JOINT BTW CONT. INSUL PANEL & B.OROOF SHEATHING TO PROVIDE AIR SEAL WITHSELF-ADHERED FLASHINGPROVIDE SEALANT @ INSUL PANEL & B.O ROOFSHEATHING JOINT TO PROVIDE AIR SEAL TYP.CONT. BUG SCREEN STAPLED TO SOFFIT WRAPPEDOVER AIR VENT MATERIAL TO CREATE MIN 1/2" VENT ATTOP OF THE WALL.7 1/4"2X4 FURRED SPACE BTW GLULAMROOF RAFTERS2X12 BLOCKING2X8 WOOD FASCIA WITH KERF CUTS2X8 WOOD SUB-FASCIA WITHKERF CUTSSEE 1/A6.3 FOR TYPICAL ROOFASSEMBLY INFORMATIONGRIDLINE2X8 FURRED SPACE BTWGLULAM ROOF RAFTERSW/BLOWN-IN BATT INSULATIONCORRUGATED CORTEN ROOFRE: SPEC1X6 T&G DECKING SOFFIT AND CEILINGRE: ROOF PLANRE: ELEVATIONS FOR SIDING TYPGLULAM ROOF RAFTERS RE:STRUCT.LAP JOINT BTW CONT. INSUL PANEL & B.OROOF SHEATHING TO PROVIDE AIR SEAL WITHSELF-ADHERED FLASHINGPROVIDE SEALANT @ INSUL PANEL & B.O ROOFSHEATHING JOINT TO PROVIDE AIR SEAL TYP.CONT. BUG SCREEN STAPLED TO SOFFIT WRAPPEDOVER AIR VENT MATERIAL TO CREATE MIN 1/2" VENT ATTOP OF THE WALL.7 1/4"2X4 FURRED SPACE BTW GLULAMROOF RAFTERS2X8 WOOD FASCIA WITH KERF CUTS2X8 WOOD SUB-FASCIA WITHKERF CUTS1X6 T&G SOFFIT W/ 1/8" X 1/8" JOINT OVER5/8" TYPE X GWB OR 2X6 T&G FOR 1-HRFIRE RATED ASSEMBLY FOR ANYOVERHANG/SOFFIT OVER 4'SEE 1/A6.3 FOR TYPICAL ROOFASSEMBLY INFORMATIONGRIDLINEDRIP EDGE FLASHING TO METAL ROOFCORRUGATED CORTEN ROOFRE: SPECGLULAM RAFTER TAILS ATTACHED TO WOODRAFTERS @ 48" O.C.RE: RCP AND STRUCT.WOOD SIDINGRE: ELEVATIONS FOR LOCATIONS ANDTYPEJOINT SEALANT TYP.T.O. PLATERE: ELEVS AND SECTIONS9 1/4" LVL RAFTERS W/ CAVITY FILLED W/BLOWN-IN INSULATION RE: STRUCT./SPEC.2X BLOCKING PER STRUCTURALDRAWINGSVYCOR ICE AND WATER SHIELD (USE HIGHTEMPERATURE AT ALL METAL ROOFS) - PROVIDEDOUBLE LAYER (50% OVERLAP) FOR FIRST 4' OFROOF ABOVE EAVERE: SPECROOFS TO BE PROTECTED THROUGHOUTWITH ENGINEERED SNOW PADS PER MANF.RECOMMENDATIONS PER ROOF PITCH ANDSNOW LOADS RE: SPEC3D DRAINAGE MEDIUM CONT. BEHIND SIDING TO AIR VENTMATERIAL AT TOP OF WOOD SIDINGCONT. BUG SCREEN STAPLED TO SOFFIT WRAPPED OVERAIR VENT MATERIAL TO CREATE MIN 1/2" VENT AT TOP OFTHE WALL.SLOPE PER ROOF PLAN5/8" PLYWOOD SHEATHINGSEE 1/A6.3 FOR TYPICAL ROOFASSEMBLY INFORMATIONRE: ROOF PLAN / SECTIONSGRIDLINE ICE AND WATER SHIELD OVER METALFLASHING PROVIDE 50% OVERLAP(DOUBLE LAYER) FOR FIRST 4' UP EAVE1X6 SOFFIT RE:SPECNEW 2X8 RAFTER TAIL ATTACHEDTO EXISTING TRUSSESEXISTING INSULATIONWOOD SIDING RE:SPEC &ELEVATIONS127EXISTING ROOF TRUSSNOTE: FLAT SOFFITTO BE REMOVEDNEW SHAKE ROOFRE: SPEC1X T&G RE:SPEC2X8 WOOD FASCIA2X8 WOOD SUB-FASCIASEE 1/A6.3 FOR TYPICAL ROOFASSEMBLY INFORMATIONScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.com 1 1/2" = 1'-0"9/19/2013 10:04:24 AMA6.3DETAILSEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 81632 1 1/2" = 1'-0"1ROOF EAVE @ GLULAM ROOFSTRUCTURE 1 1/2" = 1'-0"2ROOF EAVE @ STEEL BEAM @ ENTRY 1 1/2" = 1'-0"3ROOF RAKE @ GLULAM ROOF @MASTER BATH 1 1/2" = 1'-0"4ROOF RAKE @ GLULAM ROOF 1 1/2" = 1'-0"5ROOF RAKE @ GLULAM ROOF @ LIVING 1 1/2" = 1'-0"6ROOF EAVE @ GARAGE 1 1/2" = 1'-0"7ROOF EAVE @ EXISTING SHAKE ROOFREVISION SCHEDULE# DESCRIPTION DATE NOTE:1.OWNER TO PROVIDE INFORMATION ON INTERIOR DOOR DESIGN & CONFIRM DESIGN OF EXT. DOORS.2.ALL DOORS TO BE 1 3/4" THICK EXCEPT AS NOTED.75' - 0 3/4"4"4' - 10 1/4"2 1/2"4' - 0"2' - 6"321033410333103311035' - 1 1/2"2' - 6"4' - 0"6' - 6"5' - 4 3/4"121"5302630273021' - 10"3' - 8"1' - 10"5 1/2"2' - 7 3/4"11"3' - 1 1/4"5 1/2"4' - 0 1/4"7' - 4"4' - 5 3/4"123DEC8 1/8"2' - 7 1/4"1' - 3 1/8"3' - 3 3/8"1' - 3 1/8"4' - 6 1/2"3' - 3"6' - 0"6' - 0"15' - 3"5' - 9 1/2"14308153081630812272631025310203102831030310213106' - 6"3 5/8"5' - 7 3/4"2 3/4"5' - 10 1/2"7 3/8"2' - 8 1/4"7' - 3 3/4"3' - 7 3/4"6' - 9 3/4"4' - 11 1/2"121"B18309193094' - 11 1/2"4' - 11 1/2"9' - 11"3' - 8 3/4"1' - 0 3/8"4' - 9 1/8"1' - 0 3/8"5' - 9 1/2"122ScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.comAs indicated9/19/2013 10:04:25 AMA8.0WINDOWAND DOORSCHEDULEEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 81632Window ScheduleType MarkRough OpeningComments CountRoughHeightRoughWidthMarkWidth Height31238 4' - 5 3/8" 2' - 8 1/2"3 2' - 9 1/4" 4' - 6 1/8" 31239 4' - 5 3/8" 7' - 3 3/4"3 7' - 4 1/2" 4' - 6 1/8" 31240 4' - 5 3/8" 2' - 8 1/4" 3 2' - 9" 4' - 6 1/8" 31231311 4' - 0" 2' - 8 1/4" 1 2' - 9" 4' - 0 3/4" 31343 4' - 0" 2' - 8 1/2" 1 2' - 9 1/4" 4' - 0 3/4" 31344 4' - 0" 7' - 3 3/4" 1 7' - 4 1/2" 4' - 0 3/4" 31331445 3' - 2" 2' - 0" 1 2' - 0 3/4" 3' - 2 3/4" 3143153 2' - 0" 2' - 0" 1 2' - 0 3/4" 2' - 0 3/4" 31540146 2' - 4" 5' - 0" 1 5' - 0 3/4" 2' - 4 3/4" 40140247 4' - 0" 5' - 0" 1 5' - 0 3/4" 4' - 0 3/4" 40248 2' - 0" 5' - 0" 1 5' - 0 3/4" 2' - 0 3/4" 40240350 4' - 6" 5' - 0" 1 5' - 0 3/4" 4' - 6 3/4" 40340451 2' - 8" 2' - 0" 1 2' - 0 3/4" 2' - 8 3/4" 40440551 2' - 8" 2' - 0" 1 2' - 0 3/4" 2' - 8 3/4" 4054061 2' - 8" 3' - 8" 1 3' - 8 3/4" 2' - 8 3/4" 4062 2' - 0" 3' - 8" 1 3' - 8 3/4" 2' - 0 3/4" 4064071 2' - 8" 3' - 8" 1 3' - 8 3/4" 2' - 8 3/4" 4072 2' - 0" 3' - 8" 1 3' - 8 3/4" 2' - 0 3/4" 407Grand total: 77Window ScheduleType MarkRough OpeningComments CountRoughHeightRoughWidthMarkWidth Height10122 8' - 0" 7' - 0" 1 8' - 0" 7' - 0" 10110223 5' - 0" 4' - 0" 2 4' - 0 3/4" 5' - 0 3/4" 10224 5' - 0" 2' - 6" 2 2' - 6 3/4" 5' - 0 3/4" 10210331 5' - 1 1/2" 4' - 0" 1 4' - 0 3/4" 5' - 2 1/4" 10332 5' - 4 3/4" 4' - 0" 1 4' - 0 3/4" 5' - 5 1/2" 10333 5' - 1 1/2" 2' - 6" 1 2' - 6 3/4" 5' - 2 1/4" 10334 5' - 0 3/4" 2' - 6" 1 2' - 6 3/4" 5' - 1 1/2" 10310441 5' - 8" 4' - 0" 1 4' - 0 3/4" 5' - 8 3/4" 10442 5' - 8" 2' - 6" 1 2' - 6 3/4" 5' - 8 3/4" 1041053 2' - 0" 2' - 0" 1 2' - 0 3/4" 2' - 0 3/4" 10520149 6' - 1 3/8" 7' - 0" 1 7' - 1" 6' - 3 3/8" 20120250 4' - 6" 5' - 0" 1 5' - 0 3/4" 4' - 6 3/4" 2022033 2' - 0" 2' - 0" 1 2' - 0 3/4" 2' - 0 3/4" 2032043 2' - 0" 2' - 0" 1 2' - 0 3/4" 2' - 0 3/4" 2043013 2' - 0" 2' - 0" 1 2' - 0 3/4" 2' - 0 3/4" 3013024 1' - 10" 7' - 11 1/4" 2 8' - 0" 1' - 10 3/4" 3025 1' - 10" 4' - 5 3/4" 1 3026 3' - 8" 4' - 0 1/4" 1 3027 1' - 10" 3' - 1 1/4" 1 3023033 2' - 0" 2' - 0" 1 2' - 0 3/4" 2' - 0 3/4" 3033048 3' - 0" 3' - 8" 1 3' - 8 3/4" 3' - 0 3/4" 3043059 2' - 8" 2'-0"x2'-8", 4'-0"x2'-8" CORNERWINDOW1 30530610 4' - 0" 9' - 0" 2 9' - 0 3/4" 4' - 0 3/4" 30611 4' - 0" 2' - 8 1/4" 1 2' - 9" 4' - 0 3/4" 30630710 4' - 0" 9' - 0" 2 9' - 0 3/4" 4' - 0 3/4" 30711 4' - 0" 2' - 8 1/4" 2 2' - 9" 4' - 0 3/4" 30773 3' - 0 3/4" 9' - 0" 1 9' - 1" 3' - 2 3/4" 30778 3' - 2 3/4" 2' - 7 1/4" 1 2' - 8" 3' - 3 1/2" 30730814 3' - 3" 3' - 3 3/8" 1 30815 6' - 0" 4' - 6 1/2" 1 30816 6' - 0" 5' - 9 1/2" 1 30817 12' - 0" 10' - 0" 2 PANEL POCKET DOOR BYWEILAND1 30830918 4' - 11 1/2" 5' - 9 1/2" 1 30919 4' - 11 1/2" 4' - 9 1/8" 1 30920 4' - 11 1/2" 7' - 3 3/4"2 7' - 4 1/2" 5' - 0 1/4" 30921 4' - 11 1/2" 2' - 8 1/4" 2 2' - 9" 5' - 0 1/4" 30931020 4' - 11 1/2" 7' - 3 3/4"1 7' - 4 1/2" 5' - 0 1/4" 31021 4' - 11 1/2" 2' - 8 1/4" 1 2' - 9" 5' - 0 1/4" 31025 5' - 1 1/2" 3' - 7 3/4"1 3' - 8 1/2" 5' - 2 1/4" 31026 6' - 9 3/4" 3' - 7 3/4" 1 3' - 8 1/2" 6' - 10 1/2" 31028 6' - 4 7/8" 7' - 3 3/4"1 7' - 4 1/2" 6' - 5 5/8" 31030 5' - 9 1/2" 2' - 8 1/4"1 2' - 9" 5' - 10 1/4" 31031135 2' - 1 7/8" 2' - 8 1/2"1 2' - 9 1/4" 2' - 2 5/8" 31136 2' - 1 7/8" 7' - 3 3/4"1 7' - 4 1/2" 2' - 2 5/8" 31137 2' - 1 7/8" 2' - 8 1/4" 1 2' - 9" 2' - 2 5/8" 311Door ScheduleDoorNumberDoor Size Description Count1 36" x 60" Flush Wood Door 1218'-0" x 7'-0"2ND UNIT GARAGE DOOR W/CUSTOM EXT. 13 10'-0" x 7'-0" GARAGE DOOR W/CUSTOM EXT. 13A 3'-0" x 7'-0" EXT. PROVIDE METAL SILL & WEATHER STRIPPING 14 3'-0" x 7'-0" GARAGE DOOR - 20 MIN PER IRC 153'-0" x 7'-0" 162'-6" x 7'-0" 172'-6" x 7'-0" 17A 2'-2" x 7'-0" SHOWER DOOR 182'-6" x 7'-0" 192'-6" x 7'-0" 111 2'-6" x 7'-0" 112 2'-6" x 7'-0" 113 6'-6" x 7'-0" 114 5'-6" x 7'-0" 115 2'-6" x 7'-0" 115A 2'-2" x 7'-0" SHOWER DOOR 116 2'-6" x 7'-0" 117 3'-6" x 8'-0" 118 5'-0" x 8'-0" 119 2'-6" x 8'-0" 120 4'-8" x 8'-0" 121 2'-10" x 8'-0" 121A 2'-2" x 7'-0" SHOWER DOOR 122 68" X 96" 123 2'-10" x 8'-0" 123A 2'-10" x 8'-0" 125 4'-0" x 8'-0" 127 3'-0" x 8'-0" 129 2'-0" x 6'-8"Existing130 2'-6" x 6'-8"Existing131 60" x 84" 132 2'-6" x 6'-8"Existing133 60" x 84" 134 2'-6" x 6'-8"Existing135 2'-10" x 6'-8" 136 2'-6" x 7'-0" 137 4'-0" x 7'-0" 138 1'-8" x 8'-0" 139 2'-2" x 7'-0" SHOWER DOOR 1 1/2" = 1'-0"1WINDOW 103 1/2" = 1'-0"2WINDOW 302 1/2" = 1'-0"3WINDOW 308 1/2" = 1'-0"4WINDOW 310 1/2" = 1'-0"5WINDOW 309REVISION SCHEDULE# DESCRIPTION DATE WINDOW RE: WINDOW SCHEDULEWINDOW SET IN BED OF SEALANTSEE 2/A6.5 FOR TYP. WOOD SIDINGWALL ASSEMBLYLAP WATERPROOF MEMBRANEOVER 3D DRAINAGE MEDIUMOVER BLDG. PAPER AND UNDERWINDOW SILLGRIDLINEWOOD SILLINTERIOREXTERIOR3X3 WOOD TRIM WITH SLOPEDTOP TO DRAIN3/8" Z FRY REGLET1/8"SEALANT JOINTWINDOW RE: WINDOW SCHEDULESPRAY EXPANDING FOAM INSULATION AND SHIM AS REQ'DSEE 2/A6.2 FOR TYP. WOOD SIDING WALLASSEMBLYLAP BUILDING PAPER OVER 1ST LAYEROF WATERPROOF MEMBRANELAP 2ND LAYER OF WATERPROOFMEMBRANE OVER 1ST LAYER ANDOVER 3D DRAINAGE MEDIUM ANDOVER BUILDING PAPERGRIDLINEINTERIOREXTERIORJAMB EXTENSIONLAP 1ST LAYER OF WATERPROOFMEMBRANE OVER SHEATHINGAND OVER NAILING FLANGESEALANT JOINT AND BACKER ROD3X3 WOOD TRIM3/8" Z FRY REGLET1/8"SEALANT JOINTWINDOW RE: WINDOW SCHEDULESPRAY IN EXPANDING FOAM INSULATIONAND SHIM AS REQ'DSEE 1/A6.2 FOR TYP. WOOD SIDINGWALL ASSEMBLY3D DRAINAGE MEDIUM LAPSOVER BUILDING PAPER LAPSOVER TOP OF FLASHING 11/2" MINLAP WATERPROOF MEMBRANEOVER NAILING FLANGE ANDCONTINUE UP UNDER FLASHINGAND UNDER BUILDING PAPER3X3 WOOD TRIMGRIDLINEJAMB EXTENSIONINTERIOREXTERIORCOPPER FLASHINGHEADER RE: STRUCT.3/8" Z FRY REGLET1/8"SEALANT JOINTWINDOW RE: WINDOW SCHEDULEWINDOW SET IN BED OF SEALANT2" STONE SILL SLOPED TO DRAIN@ 10% SLOPE MINGRIDLINEWOOD SILLINTERIOREXTERIORTYP. STONE VENEER ASSEMBLYRE: SPECS AND 1/A6.13/8" Z FRY REGLET1/8"SEALANT JOINTWINDOW RE: WINDOW SCHEDULESPRAY IN EXPANDING INSULATION AND SHIM AS REQ'DTYP. EXT. STONE SIDING WALL ASSEMBLYRE: 1/A6.1 AND SPECSGRIDLINEINTERIOREXTERIORWOOD JAMB EXTENSIONSEALANT JOINT AND BACKER RODSTONE VENEER3/8" Z FRY REGLET1/8"SEALANT JOINTWINDOW RE: WINDOW SCHEDULESTUFFED IN INSULATION AND SHIM AS REQ'DSEE 2/A6.1 FOR TYP. STONE VENEER WALL ASSEMBLYLAP WATERPROOF MEMBRANEOVER NAILING FLANGE ANDCONTINUE UP UNDER FLASHINGAND UNDER BUILDING PAPERMC 12x40 C-CHANNEL STEELHEADER PAINTED DARKBLUE/BLACK LAG BOLTEDTHROUGH CENTER OF C-CHANNELTO WINDOW HEADER RE: STRUCT.GRIDLINEINTERIOREXTERIORCOPPER FLASHINGHEADER RE: STRUCT.ALUMINUM FLASHING TO MATCH WINDOWSEPARATE FROM STEEL HEADER WITH ICE ANDWATER SHIELD AND SEALANT3D DRAINAGE MEDIUM LAPSOVER BUILDING PAPER LAPSOVER TOP OF FLASHING 11/2" MIN AND CONT. UP WALLCUSTOM JAMB PER EXTENDED DEPTHTRIM PER INTERIOR DOCUMENTSPROVIDE WEEP AT TOP OF WINDOWWINDOW RE: WINDOW SCHEDULEWINDOW SET IN BED OF SEALANT OVERW.P. MEMBRANEWATERPROOF MEMBRANE LAPSOVER FRAME OF DOOR 3/4" ANDUNDER SILL OF WINDOW ABOVEGRIDLINEINTERIOREXTERIORWIELAND DOOR SYSTEM, WINDOW OR DOUBLE DOOR RE: DOOR & WINDOW SCHEDULE2X FRAMING RIPPED TO FITMOTORIZED SHADE PER INTERIORDRAWINGS VERIFY ALL DIMENSIONS.SHOWN DIMENSIONS ARE PER LUTRON 1001' - 3 1/4"ATTACH CONT. BLOCKING TO STEEL BEAM WITHDRIVE PIN NAILS OR SELF TAPPING SCREWSLAP 2ND LAYER OF SELF ADHERED FLASHINGOVER ALUMINUM FLASHING AND OVER 1STLAYERWOOD TRIM OVER REMOVABLE COVER TOMATCH INT . TRIM.1 1/2"STEEL BEAM RE:STRUCT.2X8 FRAMING OVER MOTORIZED SHADE1' - 3 1/2"SEALANT JOINTNOTE: WIELAND DOOR SHOWN. SIMILAR CONDITIONNOTED @ WINDOW AND DOUBLE DOOR1' - 0 1/2" UNIT TO UNITSEALANT JOINT5"4 3/4"7 1/4"10 3/4"8 3/4"3/4"PLYWOOD1/4"PLYWOOD1"PROVIDE BLOCKING1/2"PLYWOOD9 1/4"WINDOW RE: WINDOW SCHEDULEWINDOW SET IN BED OF SEALANT OVER W.P. MEMBRANEWATERPROOF MEMBRANE LAPS OVER NAILINGFLANGE OF LOWER WINDOW AND UNDER SILL OFWINDOW ABOVEGRIDLINEINTERIOREXTERIORWINDOW RE:WINDOW SCHEDULE3/4" PLYWOODMOTORIZED SHADE VERIFY ALLDIMENSIONS1' - 1 3/8"PROVIDE BLOCKING TO ATTACH C CHANNELLAP 2ND LAYER OF SELF ADHERED FLASHINGOVER ALUMINUM FLASHING AND OVER 1STLAYERWOOD TRIM W/ MITER JOINTSTEEL BEAM RE:STRUCT.TRIM BRD BEYONDTRIM BRD @ JAMB10 1/2"SEALANT JOINTSEALANT JOINTREMOVABLE WOOD TRIM5 1/4"1/4"3 1/2"PUT CONT. BEAD OF SEALANT @ INSIDE OF NAILINGJAMB & HEAD PORTION OF FLANGE BEFOREINSTALLING WINDOW1"PROVIDE FINISHEDTRIM/SUPPORT BTWNWINDOWS & DOORS1' - 0 3/8" UNIT TO UNITWINDOW RE: WINDOWSCHEDULESTUFFED IN INSULATIONAND SHIM AS REQ'DGRIDLINEINTERIOREXTERIORSEALANT JOINTAND BACKER RODWOOD TRIM RE:ELEVATIONSRE: OWNER FORTRIM MATERIALGRIDLINEHSS COLUMN RE: STRUCT.9 3/4" TO WINDOW R.O.PROVIDE SEALANT JOINTSEALANT JOINT9 3/4" TO WINDOW R.O.WINDOW RE: WINDOWSCHEDULESEALANT JOINTAND BACKER RODScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.com 3" = 1'-0"9/19/2013 10:04:27 AMA8.1DETAILSEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 81632 3" = 1'-0"1WINDOW SILL DETAIL @ WOOD SIDING 3" = 1'-0"2WINDOW JAMB DETAIL @ WOOD SIDING 3" = 1'-0"3WINDOW HEAD DETAIL @ WOOD SIDING 3" = 1'-0"4WINDOW SILL @ STONE VENEER 3" = 1'-0"5WINDOW JAMB @ STONE VENEER 3" = 1'-0"6WINDOW HEAD @ STONE VENEER 3" = 1'-0"7SHADE POCKET DETAIL AT WEILANDDOOR 3" = 1'-0"8SHADE DETAIL 3" = 1'-0"9WINDOW JAMB @ CORNER DETAILREVISION SCHEDULE# DESCRIPTION DATE A4.2A4.122A4.11A4.211A5.21A5.112356897ABDEG2A5.12A5.2CFH4E233TO ENTRY SCONCES33VERIFY EXISTING LIGHTINGAND COORDINATE WITHARCHITECT IF NECESSARYVERIFY EXISTING LIGHTINGAND COORDINATE WITHARCHITECT IF NECESSARYVERIFY EXISTING LIGHTINGAND COORDINATE WITHARCHITECT IF NECESSARYVERIFY EXISTING LIGHTINGAND COORDINATE WITHARCHITECT IF NECESSARYFANJ-BOXFAN3HHHHHHHA2A2AAAAAAAAAAAA2A2A2A2A2A2A2A2A2A2A2A2A2A2AAAAAAAAA3AD3D2D2AAA3A4A4A4A4A2A2AAAAA2A2A4A4A4A4T3ETVGFIGFIGFI GFIAAAAAAAAD3VERIFY LOCATION OFFLOOR OUTLETS WITHOWNER14' - 0"15' - 0"9' - 0"6' - 4"LANDSCAPE LIGHTSWPHHHHTELEPHONE/DATATELEPHONE/DATAELEC HEATERSCNTRCNTRScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.com 1/4" = 1'-0"9/19/2013 10:04:33 AMA10.0LOWERLEVEL RCPEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 81632REVISION SCHEDULE# DESCRIPTION DATE A4.2A4.122A4.11A4.211A5.21A5.112356897ABDEG2A5.12A5.2CFH4E2J-BOXMMMMMMFANFAND33J-BOXFANJ-BOXJ-BOXMBAA4A4A4A4A4A4B3AAAA3A3A3CCCMMMB2A2A2A2A2B2B2BADBBBBMMMCCCCCCCCCCCCCCBBBBBBBBBBBBBBBBBB2B2B2BBB2BBBBBBBBBBBBB2B2B2B2BBBBB2MMMMMMMMMVERIFY EXISTINGLIGHTING @ UPPERLEVEL ANDCOORDINATE WITHARCHITECT IFNECESSARYEEEEEEEESKSKTVGFIGFIGFIPOWERFORSHADESPOWERFORSHADESPOWERFORSHADESGFIGFIGFI2 1/2" / 12"2 1/2" / 12"2 1/2" / 12"3" / 12"2 1/2" / 12"3" / 12"2 1/2" / 12"8'-0"AFF8'-0"AFF8'-0"AFF8'-0"AFF8'-0"AFF8'-0"AFF8'-0"AFF2 1/2" / 12"MOTORIZED SHADES RE: A8.1 AND SPECSINSTALL PER MANU. REQUIREMENTS - ABOVEDOORS AND BELOW UPPER WINDOWSMOTORIZED SHADES RE: A8.1 AND SPECSINSTALL PER MANU. REQUIREMENTS - ABOVEDOORS AND BELOW UPPER WINDOWSMOTORIZED SHADES RE: A8.1 AND SPECSINSTALL PER MANU. REQUIREMENTS - ABOVEDOORS AND BELOW UPPER WINDOWSA2A2A2EQ.EQ.P1P2P2P2P1P1EQ.DA220D4TTTD4D4D4BSKSKSKSKSKSKSKSKSKScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.com 1/4" = 1'-0"9/19/2013 10:04:42 AMA10.1MAIN LEVELRCPEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 81632 1/4" = 1'-0"1MAIN LEVEL AND UPPER LEVELREFLECTED CEILING PLANREVISION SCHEDULE# DESCRIPTION DATE GENERAL NOTES:1.LOCATION OF OUTLETS AND OTHER ELECTRICAL DEVICES IS DIAGRAMMATIC -- ACTUAL PLACEMENT OFELEMENTS, WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL,STATE OF COLORADO, AND NATIONAL CODES AND ORDINANCES.2.OUTLETS TO BE LOCATED HORIZONTAL AND CENTERED IN THE BASE BOARD, AND SWITCHES 42" ABOVEFINISHED FLOOR, UNLESS OTHERWISE SPECIFIED. AT LOCATIONS WHERE THIS IS NOT POSSIBLE, CONSULTTHE ARCHITECT.3.PROVIDE SMOKE DETECTORS AS REQUIRED. SMOKE DETECTORS WILL BE CONNECTED TO THE ALARMSYSTEM4.ALL DIMENSIONS TO CENTER LINE OF FIXTURE. COORDINATE FIXTURE LOCATION WITH STRUCTURE AND TOALIGN AND CENTER FIXTURES AS CLOSE AS POSSIBLE5.PROVIDE GFI OUTLET IN EVERY VANITY @ ONE SINK IN CABINET, EXCEPT FOR POWDER ROOMS.6.COORDINATE SWITCHED OUTLETS LOCATIONS AT VANITY WALLS AND FLOORS WITH FURNITURE PLANS ANDINTERIOR DOCUMENTS7.PROVIDE CARBON MONOXIDE DETECTORS THROUGHOUT THE HOUSE PER R315. CARBON MONOXIDEDETECTORS WILL BE CONNECTED TO THE ALARM SYSTEM.8.OUTLETS ABOVE VANITIES TO BE VERTICAL WITH CENTERLINE AT 46" AFF EXCEPT AS NOTED. VERIFYLOCATION & HEIGHT WITH OWNER9.VERIFY ALL APPLIANCE ELECTRICAL LOADS WITH OWNER SPECS.10.PROVIDE POWER AS REQUIRED PER MECHANICAL CONTRACTOR AND SPEC.11.PROVIDE POWER TO HOT TUB PER SPA TO BE USED12.COORDINATE OUTLET W/ FURNITURE PLANS PER OWNER13.COORDINATE KITCHEN POWER STRIP W/ OWNER AND PER SPEC - POWER STRIP TO BE LOCATED ONUNDERSIDE OF CABINET AT JUNCTURE WITH WALL14.PROVIDE J-BOX FOR HEAT TAPE LOW ON WALL @ ALL DOWNSPOUT LOCATIONS15.PROVIDE LIGHTING CONTROL SYSTEM AND LOW VOLTAGE CONTROL SYSTEM PER OWNER'S DIRECTION.16.PROVIDE (5) TYPE W UNDERWATER WATER FEATURE LIGHTS AS SHOWN ON THE WATER FEATURE FLOORPLAN17.TYPE L LED LIGHT TYP UNDER ALL FLOATING VANITY CABINETS18.ALL LIGHTS INCLUDING EXT. LIGHTS, UNDER CABINET LIGHTS TO BE ON DIMMER EXCEPT FOR FLOURESCENTLIGHTS, LED LIGHTS AND CAN LIGHTS @ CLOSET, LAUNDRY AND MUD ROOMS.ScaleDateDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.com 1/4" = 1'-0"9/19/2013 10:04:43 AMA10.2LIGHTINGFIXTURESCHEDULEEAGLE CREST9.16.13EWHB614 Eagle Crest Rd. Edwards, CO 81632Lighting Fixture ScheduleType Mark Type Type Manufacturer CountJ-BOX J-BOX CEILING FAN RATED 6A4 inch FlatCeiling CanLightFLAT CEILING RECESSEDCANJUNO 4" LOW VOLTAGEUNIVERSAL IC HOUSING -50W MR1639A2 4 inch FlatCeiling WallWasherCan LightFLAT CEILING WALL WASHERRECESSED CANJUNO 4" LOW VOLTAGEUNIVERSAL IC HOUSING -50W MR1628A3 4 inch FlatCeilingMoistureResistentCan LightFLAT CEILING MOISTURERESISTANT RECESSED CANJUNO 4" LOW VOLTAGEUNIVERSAL IC HOUSING -50W MR165A4 4 inch FlatCeiling CanLight LEDonlyFLAT CEILING RECESSEDCAN LED ONLYJUNO 4" LOW VOLTAGEUNIVERSAL IC HOUSING -50W MR1614B4 inch CanLight withRound Trim- Face BaseSLOPED CEILING MOISTURERESISTANT RECESSED CANJUNO 4" LOW VOLTAGEUNIVERSAL IC HOUSING -50W MR1643B2 4 inchSlopedCeiling WallWasherCan LightSLOPED CEILING WALLWASHERJUNO 4" LOW VOLTAGEUNIVERSAL IC HOUSING -50W MR1612B3 4 inchSlopedCeilingMoistureResistentCan LightSLOPED CEILING MOISTURERESISTANT RECESSED CANJUNO 4" LOW VOLTAGEUNIVERSAL IC HOUSING -50W MR161C Belfer-uplightsconce-facebasedVERTICAL WALL MOUNTEDUPLIGHTBELFER 19D PowderRoomSconcePOWDER ROOM SCONCE 3D2 Bathroom 3SconceBathroom 2 Sconce 2D3 Bathroom 2SconceBATHROOM #3 SCONCE 2D4 Master BathSconceMASTER BATHROOMSCONCE4EHevi LiteHL374EXTERIOR SCONCE Hevi Lite 15H CeilingMountedFlourescent-no ceilingreq.1X4 FLOURESCENT - HIGHEFFICACY11MSurfaceMountedMono PointMONOPOINT SURFACEMOUNTEDHEVI LITE 22P1 PENDANT -LOWVOLTAGEPENDANT LIGHT 3P2 ISLANDPENDANTPENDANT LIGHT 3SK 8" speaker SLOPED CEILING MOISTURERESISTANT RECESSED CANJUNO 4" LOW VOLTAGEUNIVERSAL IC HOUSING -50W MR1612T 48" JAMB SWITCH LIGHT ABOVEDOOR HIGHT EFFICIENCY4WPathLighting8REVISION SCHEDULE# DESCRIPTION DATE d911. { � .;��ir: k-t, �p GA'wTTTf(>L� ut County Systems Cleaners Reporting Form (Please Print) Name of Systems Cleaner Name of Service Person Date of Service Date of Installation Property Owner Telephone # 9-70 -3-90 -- 3 ,l r Physical Address 1 -( -p e ,� . Lot Subdivision Estimated Tank Size �MQ I ✓ /2-3-0 Material of Tank �T1G'Y # of Manholes IV Depth to Manhole Covers., Estimated Volume Pumped Z # of Compartments Sludge Thickness inches Scum Thickness ID inches Baffle or Sanitary Tee in Place? V Inlet Outlet UNK Effluent Filter in Place? Y �� N (Required after 6/2000) Dosing Mechanism Pump Siphon 41� None Dosing Mechanism / Alarm Functioning Properly Y N Previous Pumping Date, if known Location of Septage Disposal General Comments (include any signs of failure and all work in addition to pumping) Linder section 16303.02 (D) of the Summit County ISDS Regulations, holders of a Systems Cleaner is cleaned, serviced or inspected not more than thirty (30) days after such service is performed. I certify that to the best of my knowledge the above information is true and correct,, Sketch (Location of Tank) r. Licen- must report to th ironmemal Health Department each ISDS which Signed Date Z/- - - - - .