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HomeMy WebLinkAbout779 McLaughlin Ln - 247106306004 February 14, 2020 Shawn Cheever shawn@durginelectric.com Eagle County, Colorado RE: Final approval of the: Septic System Installation, OWTS-016576-2019 Property location: 779 McLaughlin Lane, Eagle County Mr. Cheever, This letter is to inform you that the above-referenced permit has been inspected and finalized. This OWTS major repair permit was approved serve a total of three (3) bedrooms. It was noted that the house was not constructed at the time of final observation. Be sure to stake off the components of the septic system including both the field and tank to prevent compa ction by heavy equipment or construction staging. Additional information about the maintenance your septic system needs can be accessed through our website links, provided on the Environmental Health Department’s septic system resource page. 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 soil treatment area can cause 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. If you have any questions regarding this information, please contact us at (970) 328 -8755 and reference the OWTS septic permit number. Best Regards, Claire Lewandowski, REHS Environmental Health Specialist III Attachments: Certification Letter and Design – Septic System Flyer – Final Letter PUBLIC HEALTH & ENVIRONMENT (970) 328-8755 FAX: (970) 328-8788 environment@eaglecounty.us February 9, 2020 Project No. C1431 Shawn Cheever shawn@durginelectric.com Onsite Wastewater Treatment System (OWTS) Installation Observations 779 McLaughlin Lane Eagle County, Colorado Permit Number OWTS-016576-2019 Shawn, ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on October 1, 2019 for the subject property. Daly Excavation installed the system. The OWTS design is based on 3-bedrooms. An average daily wastewater flow of 450 GPD was used. The system installation included a 1000-gallon, two-compartment poly Infiltrator® septic tank with an Orenco® Biotube Effluent Filter on the outlet tee. This effluent filter must be cleaned annually, or as needed. Effluent gravity flows to a distribution box, and then to three gravelless chamber trenches. The distribution box was accessible from grade and flow equalizers were installed on each outlet pipe in the distribution box to assure equal flow to each trench. The distribution box was filled with water to assure equal flow to each trench. Each trench consists of 15 ‘Quick 4’ Standard Plus Infiltrator® chambers for a total of 45 chambers and 540 square feet of infiltrative area. The infiltrative area was at least 2-feet below grade and did not exceed 4-feet below grade. There was greater than 4-feet of undisturbed soil between each trench. Ports may be cut to grade and placed in sprinkler boxes for access. The OWTS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWTS in the future. Any additional OWTS construction must be according to the county regulations. LIMITS: Observations are limited to components that are visible at the time of the inspection. The installer must have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. The quality of the installation is dependent of the expertise of the installer, soil type, and weather conditions. Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Carla Ostberg, MPH, REHS Richard H. Petz, P.E. View of septic tank / soil treatment area (STA) beyond Infiltrator poly septic tank with Orenco risers 2/10/2020 View of septic tank / inlet side of tank and clean out (house not constructed at the time of our inspection) Clean out in advance of septic tank outlet side of tank looking toward STA Note pipes and septic tank well bedded with rock / inlet tee Distribution box Flow equalizers in outlet pipes in distribution box / Distribution box filled with water View of trenches Effluent filter extension handle added 832‐R‐13‐002 April 19, 2019 Project No. C1431 Shawn Cheever shawn@durginelectric.com Onsite Wastewater Treatment System Design 3-Bedroom Residence 779 McLaughlin Lane Eagle County, Colorado Shawn, ALL SERVICE septic, LLC completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 1.44-acre property is located outside of Basalt, in an area where OWTSs are necessary. Original design documents dated April 11, 2019 used a different background drawing. These should be discarded and replaced with design documents dated April 19, 2019. Legal Description: Lot 11, Ruedi Shores Subdivision Parcel ID: 2471-063-06-004 SITE CONDITIONS The property is currently undeveloped except for a log structure. The structure will be removed, and the logs recycled. A 3-bedroom residence is proposed. The property will be provided potable water from a community water system serving the subdivision. The water line will enter the property from the north and will enter the residence from the east. The water line will not come within 25-feet of any proposed OWTS component. The property generally slopes at an approximate 11% grade to the south toward Ruedi Reservoir. The area of the proposed soil treatment area (STA) has a slightly more moderate slope. The proposed STA in the area of the existing log structure, which will be removed. Page 2 Table 1 describes the minimum required setback of OWTS components to physical features on the property compared to approximate, proposed setback distances. Table 1 OWTS Components and Physical Features Minimum Required Setback Approximate Proposed Setback House to Septic Tank 5’ 12’ Septic Tank to Well 50’ N/A Septic Tank to Water Course 50’ N/A STA to House 20’ 50’ STA to Well 100’ N/A STA to Water Course 50’ N/A SUBSURFACE The subsurface was investigated on by HP Kumar. Findings are documented in a report dated April 23, 2018 (enclosed) under Project Number 18-7-238. Three soil profile test pits were excavated, and three percolation tests run. Percolation tests averaged 13 minutes per inch (MPI) infiltration rate. A gradation of the soils from Profile Pit #2 at 5-6 feet below grade is classified as Very Gravelly Cobbly Loamy Sand (24% gravel, 37% sand, 22% silt, and 17% clay). Another gradation was taken from Profile Pit #1 between 8-9 feet below grade. Gravels increase with depth. No bedrock or groundwater was encountered in any of the Profile Pits. Profile Pits were explored to maximum depths of 8.5-feet, 8.0-feet, and 11.0-feet. We are classifying the soils based on the information provided in HP Kumar’s report as Sandy Loam, Soil Type 2. A long term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the OWTS. DESIGN SPECIFICATIONS Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms = 450 GPD LTAR = 0.6 GPD/SF 450 GPD / 0.6 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = 525 SF The OWTS design is based on 3-bedrooms. An average daily wastewater flow of 450 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation at grade 8207’ has been established as 100’ (subfloor). The walk-out basement elevation is at 90’ 7 7/8”. ALL SERVICE septic, LLC should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. OWTS Component Minimum Elevation Primary Tank Inlet Invert Min. 87’ Distribution Box Min. 86’ Infiltrative Surface Min. 85’ (upper-most trench) The 4-inch diameter SDR-35 sewer line exiting the residence must have a double-sweep clean out and a minimum 2% grade to the septic tank. Page 3 The system installation must include a 1000-gallon, two-compartment poly Infiltrator® septic tank with an Orenco® Biotube Effluent Filter on the outlet tee. Risers must bring the manhole lids to grade for access. If more than one riser is added to the septic tank, an extension handle must be installed on the effluent filter. Effluent will gravity flow to a distribution box, and then to three gravelless chamber trenches. The distribution box must be accessible from grade and must have flow equalizers, or similar product, installed on each outlet pipe in the distribution box to assure equal flow to each bed. Each trench will consist of 15 ‘Quick 4’ Standard Plus Infiltrator® chambers for a total of 45 chambers and 540 square feet of infiltrative area. The infiltrative area must be at least 2-feet below grade and must not exceed 4-feet below grade. There must be at least 4-feet of undisturbed soil between each trench, although we recommend at least 6-feet. Inspection ports must be installed at the beginning and end of each trench. Ports may be cut to grade and placed in sprinkler boxes for access. Fill over chambers must be 3-inch minus and be able to support vegetative growth. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Eagle County On-Site Wastewater Treatment System Regulations, the OWTS Permit provided by Eagle County Environmental Health Department, and this design. INSTALLATION CONTRACTOR ALL SERVICE septic, LLC expects that the installer be experienced and qualified to perform the scope of work outlined in this design. The installer must review this design thoroughly and coordinate with our office in advance of installation. Any additional conditions in this design or county permit must be completed and documented prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. In an effort to improve the accuracy of the record drawing, we request that the installer provide a sketch of the installation, including path of the sewer lines, water line installation (if applicable), septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the area. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. Page 4 OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on the backfilled STA. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Carla Ostberg, MPH, REHS • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion-proof construction, to ensure long life • Lifetime warranty Residential Biotube® Effluent Filters Applications Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. Standard Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes’ entire surface for filtering. Particles larger than the Biotube’s mesh are prevented from leaving the tank. Optional Features & Benefits Biotube Filtering Process 8-in. (200-mm) Base Inlet Filter 4-in. (100-mm) Insert Filter 4-in. (100-mm) Biotube Jr. (4-in. Biotube cartridge avail- able separately as Insert Filter) Orenco’s superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4-in. (100-mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4-in. (100-mm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low-profile tanks, there’s the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 4-in. (100-mm) Biotube Effluent Filter APS-FT-1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on “Distributor Locator.” Nomenclatures Riser wall Tank wall Filter housing Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube® filter cartridge Solid base 4-in. Biotube Effluent Filter 4-in. Biotube Jr. 4-in. Biotube Filter (standard) 4-in. Biotube Jr. (includes cartridge and housing) Distributed By: 8-in. Biotube Filter (base inlet model) 4-in. Biotube Filter Insert (cartridge only) Junior series FT J0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Options: Blank = no options M = flow modulation plate installed A = float bracket attached Blank = 1/8" filtration P = 1/16" filtration Insert FT i0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee - For customized options (e.g., NC indicates North Carolina regions) - Blank = 1/8" filtration P = 1/16" filtration FT 04 Biotube effluent filter series Filter diameter (inches) Housing height: 36" and 44" are standard Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard - Blank = 1/8" filtration P = 1/16" filtration W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe FT 2208 14 B Biotube effluent filter series Housing height: 22" standard Cartridge height: 14" standard Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate* Base inlet model - Blank = 1/8" filtration P = 1/16" filtration Filter diameter (inches) 08 = 8" * Also available with coupling and sleeve as a “kit”: FT-OVERFLOWKIT The Quick4® Plus Standard Chamber The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This chamber can be installed in a 36-inch-wide trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel Connection™ which permits turns up to 15-degrees, right or left. It is also available in four-foot lengths to provide optimal installation flexibility. The Quick4 Plus All-in-One 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Maximum Strength APPROVED in _____________________________________________ Quick4 Plus™ Series Quick4 Plus All-in-One 12 Endcap Benefits: • May be used at the end of chamber row for an inlet/outlet or can be installed mid-trench • Mid-trench connection feature allows construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows • Center-feed connection allows for easy installation of serial distribution systems • Pipe connection options include sides, ends or top Quick4 Plus All-in-One Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 12” raised invert is ideal for serial applications Certified by the International Association of Plumbing and Mechanical Officials (IAPMO) Quick4 Plus Standard Chamber Specifications Size 34”W x 53”L x 12”H (864 mm x 1346 mm x 305 mm) Effective Length 48” (1219 mm) Louver Height 8” (203 mm) Storage Capacity 47 gal (178 L) Invert Height 0.6” (15 mm), 5.3” (135 mm), 8.0” (203 mm), 12.7” (323 mm) Quick4 Plus Standard Chamber Benefits: • Two center structural columns offer increased stability and superior strength • Advanced contouring connections • Latching mechanism allows for quick installation • Four-foot chamber lengths are easy to handle and install • Supports wheel loads of 16,000 lbs/axle with 12” of cover Contact Infiltrator Water Technologies’ Technical Services Department for assistance at 1-800-221-4436 4 Business Park Road P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • Fax 860-577-7001 1-800-221-4436 www.infiltratorwater.com U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, MicroLeaching, PolyTuff, ChamberSpacer, MultiPort, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra-Rib is a trademark of IPEX Inc. © 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A.PLUS05 0713 Quick4 Plus™ Series INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, endcap and other accessory manufactured by Infiltrator (“Units”), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator’s instructions, is warranted to the original purchaser (“Holder”) against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator’s liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator’s installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator’s Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. Quick4 Plus Standard Chamber ___________________________________________________________________________________ Quick4 Plus All-in-One 12 Endcap ________________________________________________________________________________ Quick4 Plus All-in-One Periscope ________________________ EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" FRONT VIEW SIDE VIEW EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" 6" 5"9" SW PERSPECTIVE SE PERSPECTIVE NE PERSPECTIVE 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE CODE EDITIONS: 2015 IRC, 2015 IECC, 2015 IMC, 2015 IPC, 2015 IFGC, 2017 NEC, EAGLE CO CH 1 LAND USE REGS & CH III BUILDING REGULAIONS FINAL HOA APPROVAL ______________ SCOPE OF WORK INCLUDES: 2922 SF 2-STORY W/ UNFINISHED BASEMENT TYPE V CONSTRUCTION W/ UNFINISHED BASEMENT PROPANE HYDRONIC HEAT & SIDEARM DHW W/ ELECTRIC APPLIANCES & EPA PHII WOOD BURNING STOVE, ≥ 75% LED LIGHT FIXTURES PRESCRIPTIVE IRC CH 11 COMPLIANCE PATH, R-49 ROOF/CEILING, R-20+5 WALLS, R15+5 BASEMENT WALLS, R-10 UNDER HEATED SLAB, U-VALUE ≤ 0.32. EXT. WRB W/ INTEGRATED R6 ZIP WALL SYSTEM, (STANDARD ZIP @ GARAGE) CONTINUOUS INTERIOR VAPOR RETARDER BUILDING PERMIT & CONSTRUCTION DOCUMENTS BUILDING PERMIT NUMBER ______________ HOA FINAL DESIGN REVIEW DOCUMENTS PROOF APPROVAL q Approved as shown. q Approved with changes noted. Approval Signature________________________________Date ____________ q Please make noted corrections. Send new proof. Once proof has been approved the manufacturer is not responsible for any errors not marked on the proof above. Please check spelling, punctuation, numbers, graphics, colors and the general layout. We cannot accept changes or approvals verbally. O LIDCAER NO SL EODC404034 NAD ENIRT SSOUNDSTRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR GEOTECHNICAL ENGINEER SHEET TITLE 5/6/19 PROJECT NO: DRAWN BY:DJA PEAK Architecture LLC 3/1/19DD PROGRESS REVIEW TSS H-P Kumar GEOTECH OBSERVATION REQUIRED UPON COMPLETION OF EXCAVATION TO CONFIRM SUITABLE SOILS DESIGN BUILD, BY OTHERS Rakowski-Millard Falcone Construction DATE OF PUBLICATION CVR COVER 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE PARCEL ID # 247106306004 LEGAL DESCRIPTION LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT RR 1905 175 MIDLAND AVE, SUITE 10 PO BOX 1087 BASALT, CO 81621 dustin@peakarchitecture.com P: 970.279.5485 5/6/19CD PERMIT SET & FINAL HOA 3/14/19DD PROGRESS REVIEW 3/15/19DD PRELIMINARY HOA 4/22/19DD FINAL HOA & BANK SET 5/6/19 CVR A00 COVER GENERAL NOTES A-601 A-602 A-701 A-702 A-703 DOOR SCHEDULE WINDOW SCHEDULE LOWER & MAIN LEVEL RCP UPPER LEVEL RCP UPPER LEVEL RCP SURVEY A-001 A-002 A-003 A-004 PROPOSED SITE PLAN PROPOSED CMP PLAN PROPOSED LANDSCAPE PLAN GROSS AREA PLAN A-100 A-101 LOWER LEVEL PLANS MAIN LEVEL PLANS A-102 ROOF PLAN A-201 A-202 ELEVATIONS ELEVATIONS A-301 A-302 A-303 SECTIONS SECTIONS SECTIONS A-401 STAIR N 1 A 1 A-501 1 A-401 SHEET INDEX 100'-0" FLAT A A-301 A A-301 1 A-201 0'-0" TO [STRUCT] 0'-0" ALIGNALIGN PROJECT SITE MCLAUGHLIN LN INTERSECTION W/ FRYINGPAN ROAD @ MM 15.4 TO BASALT & CO HWY 82 NO PAVED OUTLET Abbreviations: ACT Acoustical Ceiling Tile ADJ Adjustable AFF Above Finish Floor AHU Air-Handling Unit ALUM Aluminum BLDG Building BLK(G) Block(ing) BM Beam BSBD Baseboard BTWN Between CAB Cabinet CIP Cast-in-Place CJ Control Joint CL Center Line CMU Concrete Masonry Unit CEM Cement CLG Ceiling CLR Clearance CLO Closet COL Column CONC Concrete CONST Construction CONT Continuous CPT Carpet DTL Detail DIA Diameter DIM Dimension DN Down DR Door DWG Drawing EA Each EJ Expansion Joint EL Elevation ELEV Elevator ENC Enclosure EQ Equal EQUIP Equipment EXIST Existing EXP Expansion EXT Exterior FD Floor Drain FDN Foundation FIN Finish FLR Floor FLUOR Fluorescent FOC Face of Concrete FOF Face of Finish FOM Face of Masonry FTG Footing FIXT Fixture FR Fire-Rated FT Feet GA Guage GALV Galvanized GC General Contractor GWB Gypsum Wall Board HDW Hardware HORIZ Horizontal HVAC Heating, Ventillation, Air-Conditioning IN Inch INCAN Incandescent INCL Including INS Insulation INT Interior LAM Laminated LAV Lavatory LT(G) Light(ing) MH Manhole MFR Manufacturer MAT Material MAX Maximum MECH Mechanical MIN Minimum MISC Miscellaneous MTL Metal NIC Not in Contract NTS Not to Scale NO Number OC On Center OPNG Opening OPP Opposite OPPH Opposite Hand OD Outside Diameter OHD Overhead Door PT(D) Paint(ed) PL Plate PLY Plywood PC Precast PVC Poly Vinyl Chloride QTY Quantity R Radius or Riser RA Return Air RD Roof Drain RE Refer to REG Register RO Rough Opening REINF Reinforced REQD Required REV Revision RM Room SC Solid Core SECT Section SHT Sheet SHWR Shower SIM Similar SPEC Specification SQ Square STD Standard STL Steel SSTL Stainless Steel STOR Storage SUSP Suspended SYM Symmetrical T Tread TEMP Tempered, Temporary TO Top Of TYP Typical UNO Unless Noted Otherwise UTIL Utility VIF Verify in Field W/(O) With(out) WC Water Closet WF Wide Flange WDW Window WD Wood WP(R) Waterproof(ing) GRAPHIC SCALE 1 1 ROOM NAME ### CL ROOM TAG PARTITION TYPE WINDOW NUMBER DOOR NUMBER CEILING HEIGHT CENTERLINE NORTH ARROW ALIGN NOTE GRID MARKER ELEVATION TARGET SPOT ELEVATION BREAK LINE REVISION CLOUD & NUMBER ELEVATION MARKER SECTION MARKER ENLARGED DETAIL WALL SECTION Fire Safety Notes 1. All building materials stored at the construction area, and/or in any area of the building are to be secured in a locked area. Access to such areas is to be controlled by the Owner and/or the General Contractor. 2. All materials to be stored in an orderly manner. 3. All flammable materials to be kept tightly sealed in their respective containers. Such materials are to be kept away from all heat sources. 4. All flammable materials to be used and stored in adequately ventilated space and in a rated cabinet where required by local regulations. 5. All electrical power to be shut off where there is exposed conduit. 6. All electrical power in the construction area to be shut off after working hours. 7. The contractor will, at all times, make sure there is no leakage of natural gas in the building, or any flammable gas used in construction. 8. Establish defensible space wildfire perimeter(s) per local code, factoring site slope condition. Review with Eagle County Wildfire Mitigation Specialist prior to Foundation Inspection. General Notes 1. All work and materials furnished shall comply with The State of Colorado Building Code, The State of Colorado Fire Code, The State of Colorado Regulations, the regulations of the National Board of Fire Underwriters, National Fire Protective Association Requirements and all Federal, State, and Municipal authorities having jurisdiction over the work. 2. Before ordering any materials or doing any work, each trade shall verify all measurements at the building and shall be responsible for correctness of the same. No extra charge or compensation will be allowed on account of difference between actual dimensions and the measurements indicated on the drawings; any discrepancies between the drawings and field conditions which may be found shall be submitted to the architectural designer for consideration and clarification before proceeding with the work. The contractor shall be responsible for any deviations from the contract documents. 3. All the architectural designer ’s drawings and construction notes are complimentary and what is called for by either will be binding as if called for by all; any work shown or referred to on any one drawing shall be provided as shown on all drawings. 4. The work to be performed consists of furnishing all labor, equipment, tools, transportation, supplies, fees, materials, and services in accordance with these notes and drawings; and includes performing all operations necessary to construct and install complete, in satisfactory condition, the various materials and equipment at the locations shown. 5. Full size or large scale details or drawings shall govern small scale drawings which they are intended to amplify. 6. The standard specifications of the manufacturer for products called for in drawings and notes are hereby made part of these notes with the same force and effect as though herein written out in full. 7. All materials required for the performance of this work shall be new materials of the best quality of the kinds specified. The use of old or second-hand materials is strictly forbidden, except for locations on the drawings that refer to use of reclaimed materials or equipment. Materials shall be used in accordance with the manufacturer ’s specifications. The contractor shall submit all product warranties. The contractor shall warranty all work as per State of Colorado regulations. 8. The premises and job site shall be maintained in a reasonably neat and orderly condition and kept free from accumulation of waste materials and rubbish during the entire construction period. The contractor shall remove all crates, cartons and other trash from the work areas each day and shall be responsible for its proper disposal. The premises shall be protected throughout construction and shall be turned over in spotless and orderly condition. All fixtures and equipment will be left in undamaged, bright, clean, and polished condition. 9. All work shall be subject to final observation by the architectural designer. 10. All plumbing and electrical work shall be performed by persons licensed in their trades. 11. The contractor shall take all necessary precautions to insure the safety of the building, its occupants, and the general public during construction. 12. The contractor will abide by all the rules and regulations set forth by the building’s legal managing agent, noting particularly any restrictions on noise, use of public entries, use of power tools, timely and proper debris removal, materials, storage, and established working hours. 13. The contractor shall be responsible for providing a radon mitigation system throughout the building which shall meet the requirements of all applicable codes and ordinances. The contractor shall be responsible for preparing all drawings and specifications required for this radon mitigation system. 14. All dimensions take precedence over the scale of drawings U.O.N. All dimensions are to the face of stud or to the face of concrete U.O.N. All exterior studs to be 2x6 U.O.N. all interior studs to be 2x4 U.O.N. 15. All interior stud walls & ceilings shall have 3½” sound attenuation batts U.O.N. 16. No portion of the construction operations which require a shop drawing or a sample submission shall commence until the submission has been reviewed and approved by the contractor then reviewed and approved for design intent only by the architectural designer. All such construction operations shall be in accordance with reviewed shop drawings and samples. 17. Shop drawings are required for all shop fabricated work. This work includes, but is not limited to, exterior and interior finish materials, structural and decorative steel, and built-in cabinetry. 18. Product submittals are required for all individually specified products, including but not limited to, doors, windows, electrical fixtures, plumbing, appliances, and hardware. 19. The contractor is responsible for providing all access panels as required by governing codes to all voids, attics, etc… The contractor must verify the type required with the architect prior to installation of said panels. 20. All work shall be guaranteed against defects for a period of at least one year for approval of final payment. General Safety Notes 1. Construction work will be confined to the immediate area of work and will not create dust, dirt, or other such inconveniences to surrounding properties. 2. Construction operations will not block sidewalks or means of egress for tenants of the adjacent buildings without 36 hours prior written notification. 3. Construction operations will not involve interruption of heating, water, fire alarm, or electrical services to the other tenants of the building 4. Construction operations shall be restricted to the hours indicated by building authorities. Except in the case of emergency and notification of the building authority 5. The contractor and sub-contractors shall be responsible for any property damage of the building owner or the personal property of any persons of the building due to the construction operations. 6. Strict supervision shall be maintained at all times during the course of construction operations as to minimize inconvenience to persons of the building and adjacent properties. 7. During and following demolition, each contractor shall be responsible for the removal from the premises all debris and products of the demolition not designated for reuse. The site shall be left broom clean at the end of each working day. 8. Refuse from construction operations is the sole responsibility and expense of the contractor and the sub-contractors. Refuse shall be disposed of in separate dumpsters or bins maintained at an approved location in the front of the building. Dumpsters and bins must be removed on a weekly basis. Construction materials shall be maintained and stored on the site, with the approval of the building authority, or on the street during the course of delivery. 9. Prior to work, have professional service locate and mark all public and private utilities in areas of work. 10. Construction operations will not block sidewalks, driveways or means of egress for tenants of adjacent properties. 11. Demolition: All debris and products of demolition not designated for refuse shall be removed from the premises and legally disposed of. The site shall be left broom clean at the end of every working day. LIFE SAFETY REQUIREMENTS 1. An emergency escape window meeting the following requirements must be installed at each bedroom and one in in each basement. - Min NET opening of 5.7 SF - Min CLEAR opening height of 24 inches - Min CLEAR opening width of 20 inches 2. Safety glazing shall be provided in the following locations: - Glazing in swinging doors - Glazing In fixed and sliding panels of sliding doors - Glazing in doors & enclosures for showers, bathtubs, hot tubs whirlpools, ect - Glazing in individual fixed or operable panels adj to door where nearest exposed edge of glazing is within a 24 inch arc of either vertical edge of a door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. - Glazing shall meet the following: 1. Exposed area ≥ 9 SF 2. Exposed bottom edge ≤ 18 inches above the floor 3. Exposed top edge ≥ 36 inches above the floor 4. One or more walking surface within 36 inches horizontally the plane of glazing - Glazing in guardrails & railing - Glazing adjacent to stairways or ramps 3. Provide 5/8" "TYPE X" gypsum board at all walls & ceilings of garages. 4. Door from garage to house shall be 20-minute fire rated, self closing 5. Contractor is responsible for installation of Radon mitigation system designed and installed by a Licensed Contractor. If passive system is installed, test to confirm safe radon level as determined by State of Colorado. 6. Contractor shall install smoke, carbon monoxide (CO), Natural Gas detectors per local or state codes. Any bedroom with or above fuel burning appliance must have a Smoke & CO detector within - installed per manufacturer installation procedures. 7. A "water bug" system attached to main and integrated with leak/flood sensors near/below plumbing fixtures is advised for part time residences to help mitigate domestic water flood damage. Project Construction Requirements 1. All attics shall be vented per IRC requirements, Attic access doors shall be insulated and sealed "E-Z Hatch" R-49 attic access door or approved equal for unconditioned space. 2. Crawl spaces shall be unvented, and are part of the conditioned air space. Conditioned air supply shall be delivered to the crawlspace at a rate of 1 CFM for each 50 SF of crawlspace area. Provide return air pathway to the common area. Crawlspace walls shall be insulated to R-10 min, and the crawl space floor shall be covered with 6-mil poly vapor retarder with all joints lapped 6" min and sealed or taped. Extend vapor barrier 6" min up perimeter foundation walls and seal to walls. 3. All framed walls shall have an exterior Weather Resistant Barrier (WRB) as follows: - Huber Products ZIP & ZIP R6 or equal at wood siding, taped & sealed. 4. All windows & doors shall be flashed per the manufacturer's installation instructions inside to vapor retarder and exterior to WRB 5. Treated wood products shall be used in locations with direct contact with concrete or within 6" of soils. 6. At slab on grade condition against exterior framing, apply flexible flashing overlapping 6" min over concrete foundation up exterior sheathing. WRB shall overlap flexible flashing. Residential Energy Codes 1. Wall insulation is R-20 min + R-5 continuous exterior w/ WRB air on exterior sheathing & vapor retarder on interior face of stud wall for areas with BIB/un-faced batt insulation only. 2. Ceiling insulation is R-49 min w/ taped air barrier/vapor retarder. Unvented roof areas w/ closed cell spray foam insulation do not require additional vapor retarder. 3. Underslab insulation is R-10 min. Where in-floor heating system is in place, R-15 insulation is continuous under the floor. Unheated space requires insulation 4ft min around exterior perimeter of floor. Underslab vapor barrier taped and sealed to foundation. 4. All perimeter basement walls to have R-10 exterior insulation. Fluid applied waterproofing and drainage plane on exterior. Interior R-13 + R-5 continuous exterior w/ v 2x4 furring with air gap separating from foundation wall at conditioned spaces. 5. All hot water piping shall be insulated to R-2 min. 6. At all recessed can lights, housings shall be air tight, IC Rated, and sealed to the drywall. 7. Minimum 75% high efficiency lamp count. 7. Windows & door glazing shall be Low-E Glazing with a U-Factor ≤ 0.32, air seal per mfr 8. All furnace/mechanical room doors through the thermal envelope shall be insulated and sealed, with perimeter gasket and threshold. 9. Certificate of compliance for insulation values shall be posted on the front of the electrical distribution panel. Comply with IRC CH 11 Project Layout Requirements 1. Do not scale drawings - Dimensions govern. Larger scale drawing shall shall govern smaller scale. Notify Architect should any concern for discrepancy is observed for clarification. 2. Dimensions as follows: - Centerline of Column/posts - Face of concrete & masonry - Exterior face of stud wall framing. - Centerline of window/door rough opening, sized by window manufacturer. - Confirm field and factory mulled window assemblies for rough open requirements and other structural requirements for oversized glazed ares. 3. All wall thicknesses shown are nominal. 4. All finish floor elevations are to top of slab or top of sheathing, U.O.N. 5. All steps to have 7 1/4" Riser AND 11" tread U.O.N. 6. All interior components - doors, casework, cabinetry, millwork, fixtures, railings, column covers, appliances and material finishes are to be selected by Owner & Interior Designer at construction phase. 7. All interior components shown are conceptual. Verify shape, height and distance off finish floor with Owner and Interior Designer at construction phase. Site & Utility Notes 1. Owner and/or General Contractor to verify building layout is within the setbacks or building envelope 2. Contractor to locate and verify in field all utilities as built by developer and by others. 3. Owner and/or General Contractor is advised to engage with a Geotechnical Engineer for full excavation observation and for final subsurface drainage design 4. Positive drainage (1/4" per foot, min) from building for 10ft min, including hard surfaces. 5. All roofs to drip to grade unless Soils Report requires full gutter with downspouts directing flow away from foundation. Prewire to J-Box for heat tape w/ automatic sensor/timer controls for future installaiton. 6. Finished site grades to be confirmed on site with location & elevation certificate from survey. 7. Final asphalt driveway design to provide for 12ft min width with 2ft compacted gravel apron on both sides. Provide 30ft inside turn radii min. PROOF APPROVAL q Approved as shown. q Approved with changes noted. Approval Signature________________________________Date ____________ q Please make noted corrections. Send new proof. Once proof has been approved the manufacturer is not responsible for any errors not marked on the proof above. Please check spelling, punctuation, numbers, graphics, colors and the general layout. We cannot accept changes or approvals verbally. O LIDCAER NO SL EODC404034 NAD ENIRT SSOUNDSTRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR GEOTECHNICAL ENGINEER SHEET TITLE 5/6/19 PROJECT NO: DRAWN BY:DJA PEAK Architecture LLC 3/1/19DD PROGRESS REVIEW TSS H-P Kumar GEOTECH OBSERVATION REQUIRED UPON COMPLETION OF EXCAVATION TO CONFIRM SUITABLE SOILS DESIGN BUILD, BY OTHERS Rakowski-Millard Falcone Construction DATE OF PUBLICATION A00 GENERAL NOTES 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE PARCEL ID # 247106306004 LEGAL DESCRIPTION LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT RR 1905 175 MIDLAND AVE, SUITE 10 PO BOX 1087 BASALT, CO 81621 dustin@peakarchitecture.com P: 970.279.5485 5/6/19CD PERMIT SET & FINAL HOA 3/14/19DD PROGRESS REVIEW 3/15/19DD PRELIMINARY HOA 4/22/19DD FINAL HOA & BANK SET 5/6/19 PARKING 2 P R O P E R T Y LI N E S ETB A C K U TILITY E A S E M E N T P R O P E R T Y LI N E M C L A U G H LI N L A N E (E) SPRUCE UTILITY EASEMENTPROPERTY LINESETBACKUTILITY EASEMENTS E T B A C K P R O P E R TY LIN E PROPERTY LINENORTHE D GE OF P A V E ME N T 81958200 8205 8210 8215 8 2 2 0 8220 8215 8210 8205 8200 8195 8225 SETBACK(E) SPRUCE F PARKING 1 1 7 2 '-9 3 /4 "17'-3"116'-23/4"1 0 9'-91/8" 5 0'-41/8" 7 9'-63/8"95'-03/4"63'-35/8" 7 9 '-4 "70'-6"100'-101/8"127'-1"1 2'-6" 1 0'-0"12'-0"25'-0"10'-0" 25'-0"25'-0"SETBACKTO RIDGE @124'-03/8" =8233.22 FFE=100'-0" @8208.8 TO RIDGE @123'-93/4" =8232.81 OWTS LEACHING FEILD, SEE SEPTIC SYSTEM DESIGN FOR LAYOUT, FILL & GRADING REQUIREMENTS SEPTIC TANK, SEE OWTS DESIGN FOR SECTIONS & ELEVATIONS PROPANE TANK W/ 6FT WD SCREENING FENCE, TBD ASPHALT DRIVEWAY 12%MAX GRADE DRAINAGE 6" CHANNEL DRAIN, TBD SLOPE WATER + T&C STEP TRENCH SEE ENGINEERS DESIGN UNDERGROUND ELECTRIC SERVICE, OWNER/CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO DIGGING COVER SLOPES STEPER THAN 1:3(V:H) W/ STRAW MULCH & GEOFABRIC SECURED BOULDER WALL AS REQ'D ≤ 4FT DRAINAGE (E) DRAINAGE (E) DRAINAGE DRAINAGE (E) MIXED ASPENS, DRIP LINE (E) HYDRANT, VIF CROWN, ROAD SLOPES AWAY FROM DRIVE LEGAL ADDRESS:LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT : RR LOT SIZE: 62528 SF SQFT SITE COVERAGE: 35%82108205N PROPOSED SITE & GRADING PLAN 1" = 20' 10'20'40'5' PROOF APPROVAL q Approved as shown. q Approved with changes noted. Approval Signature________________________________Date ____________ q Please make noted corrections. Send new proof. Once proof has been approved the manufacturer is not responsible for any errors not marked on the proof above. Please check spelling, punctuation, numbers, graphics, colors and the general layout. We cannot accept changes or approvals verbally. O LIDCAER NO SL EODC404034 NAD ENIRT SSOUNDSTRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR GEOTECHNICAL ENGINEER SHEET TITLE 5/6/19 PROJECT NO: DRAWN BY:DJA PEAK Architecture LLC 3/1/19DD PROGRESS REVIEW TSS H-P Kumar GEOTECH OBSERVATION REQUIRED UPON COMPLETION OF EXCAVATION TO CONFIRM SUITABLE SOILS DESIGN BUILD, BY OTHERS Rakowski-Millard Falcone Construction DATE OF PUBLICATION A-001 PROPOSED SITE PLAN 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE PARCEL ID # 247106306004 LEGAL DESCRIPTION LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT RR 1905 175 MIDLAND AVE, SUITE 10 PO BOX 1087 BASALT, CO 81621 dustin@peakarchitecture.com P: 970.279.5485 5/6/19CD PERMIT SET & FINAL HOA 3/14/19DD PROGRESS REVIEW 3/15/19DD PRELIMINARY HOA 4/22/19DD FINAL HOA & BANK SET 5/6/19 P R O P E R T Y LI N E S ETB A C K U TILITY E A S E M E N T P R O P E R T Y LI N E M C L A U G H LI N L A N E (E) SPRUCE UTILITY EASEMENTPROPERTY LINESETBACKUTILITY EASEMENTS E T B A C K P R O P E R TY LIN E AREA OF DISTURBANCE 22,105.50 sq ft PROPERTY LINESETBACK(E) SPRUCE F STAGING AREA 400.00 sq ft SHIPPING CONTAINER MATERIAL STORAGE & SITE TRAILER TREE PROTECTION OUTIDE OF DRIPLINE SILT FENCE, EMBED SKIRT TO GROUND SILT FENCE, EMBED SKIRT TO GROUND STRAW BALE SECURE W/ STAKES SILT FENCE, EMBED SKIRT TO GROUND STRAW BALE SECURE W/ STAKES ROLL-OFF DUMPSTER & RECYCLE (NO FOOD WASTE TO REMAIN ON SITE) R U E D I S H O R E S E X IT E M E R G E N C Y A C C E S S CONSTRUCTION PARKING N PROPOSED CMP PLAN 1" = 20' 20'40'80'10' PROOF APPROVAL q Approved as shown. q Approved with changes noted. Approval Signature________________________________Date ____________ q Please make noted corrections. Send new proof. Once proof has been approved the manufacturer is not responsible for any errors not marked on the proof above. Please check spelling, punctuation, numbers, graphics, colors and the general layout. We cannot accept changes or approvals verbally. O LIDCAER NO SL EODC404034 NAD ENIRT SSOUNDSTRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR GEOTECHNICAL ENGINEER SHEET TITLE 5/6/19 PROJECT NO: DRAWN BY:DJA PEAK Architecture LLC 3/1/19DD PROGRESS REVIEW TSS H-P Kumar GEOTECH OBSERVATION REQUIRED UPON COMPLETION OF EXCAVATION TO CONFIRM SUITABLE SOILS DESIGN BUILD, BY OTHERS Rakowski-Millard Falcone Construction DATE OF PUBLICATION A-002 PROPOSED CMP PLAN 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE PARCEL ID # 247106306004 LEGAL DESCRIPTION LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT RR 1905 175 MIDLAND AVE, SUITE 10 PO BOX 1087 BASALT, CO 81621 dustin@peakarchitecture.com P: 970.279.5485 5/6/19CD PERMIT SET & FINAL HOA 3/14/19DD PROGRESS REVIEW 3/15/19DD PRELIMINARY HOA 4/22/19DD FINAL HOA & BANK SET 5/6/19 P R O P E R T Y LI N E S ETB A C K U TILITY E A S E M E N T P R O P E R T Y LI N E M C L A U G H LI N L A N E (E) SPRUCE UTILITY EASEMENTPROPERTY LINESETBACKUTILITY EASEMENTS E T B A C K P R O P E R TY LIN E APPROXIMATE AREA OF DISTURBANCE 22,166.25 sq ft PROPERTY LINESETBACK(E) SPRUCE F 1,515.00 sq ft 1,411.25 sq ft SNOW STORAGE DOWNHILL SNOW STORAGE DOWNHILL 3x ROCKY MTN MAPLE 2x #15 GAMBLE OAK 3-4" PINON PINE NATIVE MIX WEED FREE GRASS SEED (E) HYDRANT Fixture Type: Catalog Number: Project: Location: WAC Lighting retains the right to modify the design of our products at any time as part of the company's continuous improvement program. JAn 2019 waclighting.com Phone (800) 526.2588 Fax (800) 526.2585 Headquarters/Eastern Distribution Center 44 Harbor Park Drive Port Washington, NY 11050 Central Distribution Center 1600 Distribution Ct Lithia Springs, GA 30122 Western Distribution Center 1750 Archibald Avenue Ontario, CA 91760 Model: WL-LED101 LEDme® Step Light FEATURES •Direct wiring, no driver needed •Low profile, flush to wall aesthetics with no visible hardware •54,000 hour rated life •Balanced lighting, free of shadows with minimum glare •Up to 200 fixtures can be connected in parallel •5 year WAC Lighting product warranty ORDER NUMBER Model #Light Color Finish WL-LED101 120V 27 30 AM 2700K 3000K Amber (610nm) WT White WL-LED101 – –WT Example: WL-LED101-27-WT PRODUCT DESCRIPTION Horizontal rectangle LEDme® Step Light with Anti-microbial powder coat paint proven to restrain a wide range of bacteria, coliform, mold, fungus, algae, and yeast. Designed for safety and style on stairways, patios, decks, balcony areas, walkways and building perimeters. Features an architectural design. Energy efficient for long-lasting indoor and outdoor lighting solutions. Creates an attractive, romantic impression at night. 5" 3" 2a" 18" front 12" 18" x" 2" side 1d" 22" back SPECIFICATIONS Construction: Die-cast aluminum Power: Input: Direct wiring, no remote driver needed. 120V 50/60Hz (277V special order/3000K, Amber (AM) Light Source: HV-AC High Power LED, CRI: 90 Optional color lenses. Total power consumption of 3.5W Mounting: Fits into 2” × 4” J-Box with minimum inside dimensions of 3"L × 2"W × 2"H Includes bracket for J-Box mount. Dimming:Dim to 10% with ELV dimmer (120V only). Approved dimmers: Lutron Nova-T NTELV-300 & NTELV-600, Lutron Vietri VTELV-600, Lutron Diva DVELV-300P, Lutron Skylark SELV-300P, Lutron Maestro MAELV-600 Standards: IP66, UL & cUL Listed for wet locations, Title 24 Compliant (120V only) 2"NPT threaded hole For 277V, add "F" before CCT: WL-LED101F-30-WT STL110H STEALTH Sensor with twin precision die cast H101 Deluxe shielded floods pre-wired and assembled on universal CU4 cover plate. Color: Bronze Weight: 4.7 lbs Project:Type: Prepared By:Date: Technical Specifications Listings UL Listing: Suitable for wet locations Electrical Power Consumption: 1W Surge Protection: Withstands up to 6000 volts Wall Switch Manual Override: Two flip logic prevents activation by momentary power outages. Override resets to auto at dawn. No extra wiring needed. RF Immunity: Circuits fully shielded for maximum radio frequency immunity Voltage: 120 Volts AC 60 Hertz Switching Capacity: 1000 watts incandescent @ 120 volts, 8 amps Sensor Characteristics Time Adjustment: 5 seconds to 12 minutes Wide Sensitivity Control: Adjustable from 100% to 30% Advanced Detection Logic: Minimizes false triggers Photoelectric Control: Deactivates lights during daylight. Fully adjustable for 24 hour operation or custom applications. Detection: 110° view Construction Temperature Compensation: Sensitivity adjusts automatically for consistent detection in hot and cold ambient temperatures Horizontal Lock, No-tool Joints: Keeps sensing pattern level for fast, error-free installation Floodlights: Precision die cast aluminum. 1/2" NPS threaded arm with serrated locking swivel fits all standard mounting boxes and covers. Lens Mask: Customized press apply lens mask included to reduce coverage easily LED Characteristics LED Detection Indicator: Shows when sensor is detecting in daytime and glows red at night for "on-guard" deterrence Color Matched Lens: Dark lens with bronze units, white lens with white units Optical Lamp: Accepts PAR38 lamps, 150 watt max. Lamps are not supplied. Technical Specifications (continued) Other Warranty: 10 year sensor warranty Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rablighting.com Copyright © 2019 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 2 N PROPOSED LANDSCAPE & EXTERIOR LIGHTING 1" = 20' EXTERIOR SCONCE @ 12'-6" AFF EXTERIOR STEP LIGHT ON SITE & EXTERIOR WALL MOTION/TIMER SWITCHED TWO-HEAD FLOOD LIGHT EXTERIOR REGRESSED CAN LIGHT UNDER EXTERIOR DECK ROOFS, TYP EXTERIOR SCONCE @ 12'-6" AFF+/- 20'40'80'10' PROOF APPROVAL q Approved as shown. q Approved with changes noted. Approval Signature________________________________Date ____________ q Please make noted corrections. Send new proof. Once proof has been approved the manufacturer is not responsible for any errors not marked on the proof above. Please check spelling, punctuation, numbers, graphics, colors and the general layout. We cannot accept changes or approvals verbally. O LIDCAER NO SL EODC404034 NAD ENIRT SSOUNDSTRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR GEOTECHNICAL ENGINEER SHEET TITLE 5/6/19 PROJECT NO: DRAWN BY:DJA PEAK Architecture LLC 3/1/19DD PROGRESS REVIEW TSS H-P Kumar GEOTECH OBSERVATION REQUIRED UPON COMPLETION OF EXCAVATION TO CONFIRM SUITABLE SOILS DESIGN BUILD, BY OTHERS Rakowski-Millard Falcone Construction DATE OF PUBLICATION A-003 PROPOSED LANDSCAPE PLAN 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE PARCEL ID # 247106306004 LEGAL DESCRIPTION LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT RR 1905 175 MIDLAND AVE, SUITE 10 PO BOX 1087 BASALT, CO 81621 dustin@peakarchitecture.com P: 970.279.5485 5/6/19CD PERMIT SET & FINAL HOA 3/14/19DD PROGRESS REVIEW 3/15/19DD PRELIMINARY HOA 4/22/19DD FINAL HOA & BANK SET 5/6/19 PATIO 549.25 sq ft LOWER LEVEL (UNFINISHED) 1,129.75 sq ft TOTAL GROSS AREA LOWER LEVEL MAIN LEVEL UPPER LEVEL TOTAL AREA GARAGE DECK + PATIO 1129.75 SF 1310.25 SF 482 SF 2922 SF 528 SF 1538.25 SF PROPOSED GARAGE @ 8008.5 528.00 sq ft MAIN LEVEL CONDITIONED AREA 1,310.25 sq ft DECK 989.00 sq ft F UPPER LEVEL 482.00 sq ft 15.00 sq ft 18.25 sq ft N BASEMENT AREA 1/8" = 1'-0"MAIN LEVEL AREA 1/8" = 1'-0"UPPER LEVEL AREA 1/8" = 1'-0" 4 8 161 PROOF APPROVAL q Approved as shown. q Approved with changes noted. Approval Signature________________________________Date ____________ q Please make noted corrections. Send new proof. Once proof has been approved the manufacturer is not responsible for any errors not marked on the proof above. Please check spelling, punctuation, numbers, graphics, colors and the general layout. We cannot accept changes or approvals verbally. O LIDCAER NO SL EODC404034 NAD ENIRT SSOUNDSTRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR GEOTECHNICAL ENGINEER SHEET TITLE 5/6/19 PROJECT NO: DRAWN BY:DJA PEAK Architecture LLC 3/1/19DD PROGRESS REVIEW TSS H-P Kumar GEOTECH OBSERVATION REQUIRED UPON COMPLETION OF EXCAVATION TO CONFIRM SUITABLE SOILS DESIGN BUILD, BY OTHERS Rakowski-Millard Falcone Construction DATE OF PUBLICATION A-004 GROSS AREA PLAN 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE PARCEL ID # 247106306004 LEGAL DESCRIPTION LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT RR 1905 175 MIDLAND AVE, SUITE 10 PO BOX 1087 BASALT, CO 81621 dustin@peakarchitecture.com P: 970.279.5485 5/6/19CD PERMIT SET & FINAL HOA 3/14/19DD PROGRESS REVIEW 3/15/19DD PRELIMINARY HOA 4/22/19DD FINAL HOA & BANK SET 5/6/19 D013 W003 W002 W001D001 D011 DR W 1 1 2 2 D D E E A A B B 3 3 4 4 5 5 C C F F G G W004 13'-91/4"51/2"13'-11/4"8" 5'-91/4" 8" 3'-1"6'-31/4"7'-03/4"7'-2"3'-1" 8" 1'-71/2"3'-01/2"3'-31/2"5'-41/2"1'-115/8"1'-83/4"6'-21/8"3'-2" 31/2"8'-0"23'-21/8"18'-97/8"4'-6"11'-0"42'-0"7'-0"22'-0"1'-67/8"11'-0"23/4"8'-4"3'-101/4"91/4"9'-111/4"9'-10"9'-10"9'-111/4" 31/2" 13'-01/2"3'-83/8"5'-21/8"1'-0" 3'-2"31/2"8"16'-43/4"10'-113/8"1'-117/8"3'-57/8"8'-61/8"11'-0"23/4"8'-13/8"8'-11/8"8'-11/8"8'-11/8"8'-11/8"8'-11/8"21/4"A A-301 A A-301 B A-301 B A-301 C A-301 D A-302 D A-302 E A-305 E A-305 P A-403 C1 A-302 C1 A-302 5 A-205 6 A-206 7 A-207 8 A-208 ACCESS PANEL W/ LOUVER ELECT. SERVICE PANEL, LOAD & DESIGN BY OTHERS RADON VENT BY LICENSED INSTALLER PRE-PLUMB FOR FUTURE BATH RM 26'-1" x 40'-5" UNFINISHED BASEMENT 875.25 SF 9'-3" x 7'-8" LAUNDRY 70.75 SF 16'-8" x 6'-10" UNVENTED CONDITIONED CRAWLSPACE 118.00 SF F1 A-303 F1 A-303 D010 3'-6"5'-11/2"3'-23/8"5'-11/2"3'-01/2"41/8"DRYER EXHAUST LOCATION N A-301 O A-401 1 1 2 2 D D E E A A B B 3 3 4 4 5 5 C C F F G G RADON VENT BY LICENSED INSTALLER A A-301 A A-301 B A-301 B A-301 C A-301 D A-302 D A-302 E A-305 E A-305 P A-403 C1 A-302 C1 A-302 5 A-205 6 A-206 7 A-207 8 A-208 F1 A-303 F1 A-303 N A-301 O A-401 N PROPOSED BASEMENT 3/16" = 1'-0"PROPOSED FOOTER 3/16" = 1'-0" 1 4 8 16 PROOF APPROVAL q Approved as shown. q Approved with changes noted. Approval Signature________________________________Date ____________ q Please make noted corrections. Send new proof. Once proof has been approved the manufacturer is not responsible for any errors not marked on the proof above. Please check spelling, punctuation, numbers, graphics, colors and the general layout. We cannot accept changes or approvals verbally. O LIDCAER NO SL EODC404034 NAD ENIRT SSOUNDSTRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR GEOTECHNICAL ENGINEER SHEET TITLE 5/6/19 PROJECT NO: DRAWN BY:DJA PEAK Architecture LLC 3/1/19DD PROGRESS REVIEW TSS H-P Kumar GEOTECH OBSERVATION REQUIRED UPON COMPLETION OF EXCAVATION TO CONFIRM SUITABLE SOILS DESIGN BUILD, BY OTHERS Rakowski-Millard Falcone Construction DATE OF PUBLICATION A-100 LOWER LEVEL PLANS 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE PARCEL ID # 247106306004 LEGAL DESCRIPTION LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT RR 1905 175 MIDLAND AVE, SUITE 10 PO BOX 1087 BASALT, CO 81621 dustin@peakarchitecture.com P: 970.279.5485 5/6/19CD PERMIT SET & FINAL HOA 3/14/19DD PROGRESS REVIEW 3/15/19DD PRELIMINARY HOA 4/22/19DD FINAL HOA & BANK SET 5/6/19 51/2"3'-57/8" 91/8" 5'-11"3'-9"6'-3"8'-0"6'-3"3'-9" W101 W105 D104 W105 W106 W102 W101 D101 D113 D112 D111 D115 D114 D116 D105 W107 D107 D108 D110 W104 W103D103D102 D106 1 1 2 2 D D E E A A REF/F DWRANGE B B 3 3 4 4 5 5 C C F F G G F A A-301 A A-301 B A-301 B A-301 C A-301 D A-302 D A-302 E A-305 E A-305 P A-403 C1 A-302 C1 A-302 5 A-205 6 A-206 7 A-207 8 A-208 15'-105/8"10'-111/2"2'-15/8"1'-117/8"8'-03/4"2'-0"10'-21/8"3'-97/8"14'-0"23/4"4'-3"6'-0"28'-0"6'-0"11'-0"42'-0"7'-0"22'-0"24'-0"4'-0"6'-0"11'-0"42'-0"7'-0"22'-0"3'-9"10'-9"6'-0"18'-6"3'-0"3'-6"3'-6"11'-0"11'-0"3'-9"8'-7"10'-101/4"12'-61/8"6'-31/2"71'-0"12'-0"12'-0"6'-5"1'-11"1'-11"3'-91/4"4'-71/4"T.O. PLY 100'-0" T.O. PLY 104'-101/2" T.O. SLAB PERIMETER @ 99'-6" F1 A-303 F1 A-303 BATHROOM EXHAUST ABV RANGE HOOD EXHAUST LOCATION SIDE ARM HYDRONIC SYSTEM, DESIGN BY OTHERS PROPANE CONDENSING BOILER ≥95% AFLU, LOAD & DESIGN BY OTHERS RADON VENT BY LICENSED INSTALLER 11'-1" x 11'-7" BEDROOM 135.75 SF 5' x 8'-2" BATH 61.75 SF 8'-5" x 6'-11" MUD 60.50 SF 7'-11" x 6'-11" MECH 55.00 SF 23' x 21' GARAGE 492.00 SF N A-301 O A-401 W203 W202W204 W201 D212 D210 D211 W206 W205 1 1 2 2 D D E E A A B B 3 3 4 4 5 5 C C F F G G A A-301 A A-301 B A-301 B A-301 C A-301 D A-302 D A-302 E A-305 E A-305 P A-403 C1 A-302 C1 A-302 5 A-205 6 A-206 7 A-207 8 A-208 F1 A-303 F1 A-303 9'-11/2"16'-2"8'-31/2"12'-6"5'-01/2"7'-0"22'-0"71'-0"8'-0"28'-0"6'-0"2'-0" 2'-0"24'-0"2'-0"16'-2"8'-71/8"17'-27/8"7'-01/2"TO PLY 109'-13/4" VENTED ATTIC 628.75 sq ft RADON VENT BY LICENSED INSTALLER BATHROOM EXHAUST FROM BELOW 13'-3" x 11'-11" MASTER BEDROOM 161.25 SF 10'-8" x 7'-8" LOFT 85.50 SF 7'-6" x 8'-1" MASTER BATH 62.00 SF 19' x 13'-3" OPEN 582.25 SF 5'-3" x 4'-8" WIC 24.25 SF N A-301 O A-401 N PROPOSED MAIN LEVEL 3/16" = 1'-0"PROPOSED UPPER LEVEL 3/16" = 1'-0" 1 4 8 16 PROOF APPROVAL q Approved as shown. q Approved with changes noted. Approval Signature________________________________Date ____________ q Please make noted corrections. Send new proof. Once proof has been approved the manufacturer is not responsible for any errors not marked on the proof above. Please check spelling, punctuation, numbers, graphics, colors and the general layout. We cannot accept changes or approvals verbally. O LIDCAER NO SL EODC404034 NAD ENIRT SSOUNDSTRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR GEOTECHNICAL ENGINEER SHEET TITLE 5/6/19 PROJECT NO: DRAWN BY:DJA PEAK Architecture LLC 3/1/19DD PROGRESS REVIEW TSS H-P Kumar GEOTECH OBSERVATION REQUIRED UPON COMPLETION OF EXCAVATION TO CONFIRM SUITABLE SOILS DESIGN BUILD, BY OTHERS Rakowski-Millard Falcone Construction DATE OF PUBLICATION A-101 MAIN LEVEL PLANS 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE PARCEL ID # 247106306004 LEGAL DESCRIPTION LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT RR 1905 175 MIDLAND AVE, SUITE 10 PO BOX 1087 BASALT, CO 81621 dustin@peakarchitecture.com P: 970.279.5485 5/6/19CD PERMIT SET & FINAL HOA 3/14/19DD PROGRESS REVIEW 3/15/19DD PRELIMINARY HOA 4/22/19DD FINAL HOA & BANK SET 5/6/19 1 1 2 2 D D E E A A B B 3 3 4 4 5 5 C C F F G G A A-301 A A-301 B A-301 B A-301 C A-301 D A-302 D A-302 E A-305 E A-305 P A-403 C1 A-302 C1 A-302 5 A-205 6 A-206 7 A-207 8 A-208 F1 A-303 F1 A-303 VALLEY FLASHING RIDGE VENT LP SMART SIDE SOFFIT VENT LP SMART SIDE SOFFIT VENT RIDGE VENT PROPANE BOILER FLUE LP SMART SIDE SOFFIT VENT LP SMART SIDE SOFFIT VENT RIDGE VENT 4:124:1210:124:126:12 6:12 6:1210:128:12 8:12 4:12N A-301 O A-401 10:12 T.O. PLATE @ 108'-1 1/8"T.O. PLATE @ 108'-1 1/8"T.O. PLATE @ 108'-1 1/8"T.O. PLATE @ 117'-2 7/8" T.O. PLATE @ 117'-2 7/8"T.O. PLATE @ 111'-4"T.O. PLATE @ 111'-4"T.O. PLATE @ 111'-4"T.O. RIDGE GL-BM @ 123'-8 3/4"T.O. PLATE @ 110'-3/8" T.O. PLATE @ 110'-3/8"T.O. PLATE @ 108'-1 1/8"10:12T.O. PLATE @ 111'-4"10:1210:12N ROOF PLATE 3/16" = 1'-0" 1 4 8 16 PROOF APPROVAL q Approved as shown. q Approved with changes noted. Approval Signature________________________________Date ____________ q Please make noted corrections. Send new proof. Once proof has been approved the manufacturer is not responsible for any errors not marked on the proof above. Please check spelling, punctuation, numbers, graphics, colors and the general layout. We cannot accept changes or approvals verbally. O LIDCAER NO SL EODC404034 NAD ENIRT SSOUNDSTRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR GEOTECHNICAL ENGINEER SHEET TITLE 5/6/19 PROJECT NO: DRAWN BY:DJA PEAK Architecture LLC 3/1/19DD PROGRESS REVIEW TSS H-P Kumar GEOTECH OBSERVATION REQUIRED UPON COMPLETION OF EXCAVATION TO CONFIRM SUITABLE SOILS DESIGN BUILD, BY OTHERS Rakowski-Millard Falcone Construction DATE OF PUBLICATION A-102 ROOF PLAN 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE PARCEL ID # 247106306004 LEGAL DESCRIPTION LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT RR 1905 175 MIDLAND AVE, SUITE 10 PO BOX 1087 BASALT, CO 81621 dustin@peakarchitecture.com P: 970.279.5485 5/6/19CD PERMIT SET & FINAL HOA 3/14/19DD PROGRESS REVIEW 3/15/19DD PRELIMINARY HOA 4/22/19DD FINAL HOA & BANK SET 5/6/19 A B C D E F G A B C D E HORIZONTAL LP SMARTSIDE WD LAP SIDING, FACTORY COLOR YELLOWSTONE CEDAR TEXTURE KYNAR 500 FINISHED METAL SKIRT COVERING RIGID INSULATION BOARD, FASTEN & FLEX FLASH TO INTEGRAL WRB ON SHEATHING KYNAR 500 FINISH CONTINUOUS GUTTER CONTINUOUS FULLY ADHERED CLASS A UNDERLAYMENT W/ FIRESTONE UNI-CLAD UC-4 NO CLIP FASTENER. LP SMARTSIDE WD CEDAR TEXTURE SHINGLE COLOR YELLOWSTONE G F E D C B A 1 PROPOSED EAST 1/4" = 1'-0" 2 PROPOSED WEST ELEVATION 1/4" = 1'-0" 1 4 8 16 PROOF APPROVAL q Approved as shown. q Approved with changes noted. Approval Signature________________________________Date ____________ q Please make noted corrections. Send new proof. Once proof has been approved the manufacturer is not responsible for any errors not marked on the proof above. Please check spelling, punctuation, numbers, graphics, colors and the general layout. We cannot accept changes or approvals verbally. O LIDCAER NO SL EODC404034 NAD ENIRT SSOUNDSTRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR GEOTECHNICAL ENGINEER SHEET TITLE 5/6/19 PROJECT NO: DRAWN BY:DJA PEAK Architecture LLC 3/1/19DD PROGRESS REVIEW TSS H-P Kumar GEOTECH OBSERVATION REQUIRED UPON COMPLETION OF EXCAVATION TO CONFIRM SUITABLE SOILS DESIGN BUILD, BY OTHERS Rakowski-Millard Falcone Construction DATE OF PUBLICATION A-201 ELEVATIONS 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE PARCEL ID # 247106306004 LEGAL DESCRIPTION LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT RR 1905 175 MIDLAND AVE, SUITE 10 PO BOX 1087 BASALT, CO 81621 dustin@peakarchitecture.com P: 970.279.5485 5/6/19CD PERMIT SET & FINAL HOA 3/14/19DD PROGRESS REVIEW 3/15/19DD PRELIMINARY HOA 4/22/19DD FINAL HOA & BANK SET 5/6/19 A B C D E HORIZONTAL LP SMARTSIDE WD LAP SIDING, FACTORY COLOR YELLOWSTONE CEDAR TEXTURE KYNAR 500 FINISHED METAL SKIRT COVERING RIGID INSULATION BOARD, FASTEN & FLEX FLASH TO INTEGRAL WRB ON SHEATHING KYNAR 500 FINISH CONTINUOUS GUTTER CONTINUOUS FULLY ADHERED CLASS A UNDERLAYMENT W/ FIRESTONE UNI-CLAD UC-4 NO CLIP FASTENER. LP SMARTSIDE WD CEDAR TEXTURE SHINGLE COLOR YELLOWSTONE 1 2 3 4 5 <ID> A 5 4 3 2 1 8 PROPOSED NORTH ELEVATION 1/4" = 1'-0"7 PROPOSED SOUTH ELEVATION 1/4" = 1'-0" 1 4 8 16 PROOF APPROVAL q Approved as shown. q Approved with changes noted. Approval Signature________________________________Date ____________ q Please make noted corrections. Send new proof. Once proof has been approved the manufacturer is not responsible for any errors not marked on the proof above. Please check spelling, punctuation, numbers, graphics, colors and the general layout. We cannot accept changes or approvals verbally. O LIDCAER NO SL EODC404034 NAD ENIRT SSOUNDSTRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR GEOTECHNICAL ENGINEER SHEET TITLE 5/6/19 PROJECT NO: DRAWN BY:DJA PEAK Architecture LLC 3/1/19DD PROGRESS REVIEW TSS H-P Kumar GEOTECH OBSERVATION REQUIRED UPON COMPLETION OF EXCAVATION TO CONFIRM SUITABLE SOILS DESIGN BUILD, BY OTHERS Rakowski-Millard Falcone Construction DATE OF PUBLICATION A-202 ELEVATIONS 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE PARCEL ID # 247106306004 LEGAL DESCRIPTION LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT RR 1905 175 MIDLAND AVE, SUITE 10 PO BOX 1087 BASALT, CO 81621 dustin@peakarchitecture.com P: 970.279.5485 5/6/19CD PERMIT SET & FINAL HOA 3/14/19DD PROGRESS REVIEW 3/15/19DD PRELIMINARY HOA 4/22/19DD FINAL HOA & BANK SET 5/6/19 EABC F G CONDITIONED MECHANICAL ATTIC VENTED ATTIC +87'-7" -1 FOOTER +87'-7" -1 FOOTER +90'-97/8" 1 BASEMENT +90'-97/8" 1 BASEMENT +100'-0" 2 MAIN LEVEL +100'-0" 2 MAIN LEVEL +109'-13/4" 3 UPPER LEVEL +109'-13/4" 3 UPPER LEVEL +117'-27/8" 4 ROOF PLATE +117'-27/8" 4 ROOF PLATE 9'-21/8"9'-13/4"33'-101/8"EAGLE COZONE-RR ≤ 35 FT25'-9"PROPOSED GRADE EXISTING GRADE EXISTING GRADE PROPOSED GRADE THERMAL BREAK @ CONC SLAB EDGE, TYP R-10 2" XPS OR ROCKWOOL 40PSI MIN IRC.AF103 - CONT. VAPOR BARRIER, 6MIL MIN W/ 6" MIN OVERLAPPED JOINTS EXTENDED & ADHESIVE SECURED 6" UP WALL CONT. VAPOR RETARDER ON INSIDE FACE OF STUD EXT WALL, TAPE ALL SEAMS CONT. CLASS I OR II VAPOR RETARDER ON WARM FACE OF INS, TAPE ALL SEAMS NO INTERIOR VAPOR RETARDER @ HYBRID INSULATED ROOF R-49 (MIN) HYBRID INSULTED ROOF R-30 CLOSED CELL SFI UNDERSIDE OF SHEATHING AS VAPOR BARRIER R-19 UNFACED BATT UNDERSIDE OF SFI LEDGER, BLOCKING & DECK TENSION TIES PER STRUCT & R507.2.4 VENTED ATTIC 5 4 132 VENTED ATTIC +87'-7" -1 FOOTER +87'-7" -1 FOOTER +90'-97/8" 1 BASEMENT +90'-97/8" 1 BASEMENT +100'-0" 2 MAIN LEVEL +100'-0" 2 MAIN LEVEL +109'-13/4" 3 UPPER LEVEL +109'-13/4" 3 UPPER LEVEL +117'-27/8" 4 ROOF PLATE +117'-27/8" 4 ROOF PLATE 27'-75/8"2'-10"6'-61/8"26'-83/8"26'-21/8"2'-115/8"3'-01/8"5'-13/8"1'-05/8"8'-11/8"1'-05/8"8'-11/8"TYP WALL BASE RIGID FLASHING SKIRT OVER R-10 RIGID INSULATION LIQUID APPLIED WATERPROOFING VAPOR OPEN BASE FLASHING (FLEX) EXISTING GRADE PROPOSED GRADE PROPOSED GRADE 12 10 12 10 12 4 2 3 41 5 +87'-7" -1 FOOTER +90'-97/8" 1 BASEMENT +100'-0" 2 MAIN LEVEL +109'-13/4" 3 UPPER LEVEL +117'-27/8" 4 ROOF PLATE VENTED ATTIC EXISTING GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE A SECTION 1/4" = 1'-0" B SECTION 1/4" = 1'-0"C SECTION 1/4" = 1'-0" 1 4 8 16 PROOF APPROVAL q Approved as shown. q Approved with changes noted. Approval Signature________________________________Date ____________ q Please make noted corrections. Send new proof. Once proof has been approved the manufacturer is not responsible for any errors not marked on the proof above. Please check spelling, punctuation, numbers, graphics, colors and the general layout. We cannot accept changes or approvals verbally. O LIDCAER NO SL EODC404034 NAD ENIRT SSOUNDSTRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR GEOTECHNICAL ENGINEER SHEET TITLE 5/6/19 PROJECT NO: DRAWN BY:DJA PEAK Architecture LLC 3/1/19DD PROGRESS REVIEW TSS H-P Kumar GEOTECH OBSERVATION REQUIRED UPON COMPLETION OF EXCAVATION TO CONFIRM SUITABLE SOILS DESIGN BUILD, BY OTHERS Rakowski-Millard Falcone Construction DATE OF PUBLICATION A-301 SECTIONS 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE PARCEL ID # 247106306004 LEGAL DESCRIPTION LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT RR 1905 175 MIDLAND AVE, SUITE 10 PO BOX 1087 BASALT, CO 81621 dustin@peakarchitecture.com P: 970.279.5485 5/6/19CD PERMIT SET & FINAL HOA 3/14/19DD PROGRESS REVIEW 3/15/19DD PRELIMINARY HOA 4/22/19DD FINAL HOA & BANK SET 5/6/19 +87'-7" -1 FOOTER +87'-7" -1 FOOTER +90'-97/8" 1 BASEMENT +90'-97/8" 1 BASEMENT +100'-0" 2 MAIN LEVEL +100'-0" 2 MAIN LEVEL +109'-13/4" 3 UPPER LEVEL +109'-13/4" 3 UPPER LEVEL +117'-27/8" 4 ROOF PLATE +117'-27/8" 4 ROOF PLATE 27'-117/8"3'-115/8"30'-6"EXISTING GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE 5 4 3 2 1 +90'-97/8" 1 BASEMENT +90'-97/8" 1 BASEMENT +100'-0" 2 MAIN LEVEL +100'-0" 2 MAIN LEVEL +109'-13/4" 3 UPPER LEVEL +109'-13/4" 3 UPPER LEVEL +117'-27/8" 4 ROOF PLATE +117'-27/8" 4 ROOF PLATE 21'-85/8"1'-103/8"PROPOSED GRADE EXISTING GRADE EXISTING GRADE PROPOSED GRADE C1 SECTION 1/4" = 1'-0" D SECTION 1/4" = 1'-0"FROM IRC SECTION AF102 FOR PASSIVE RADON SYSTEM W/ DRAIN TILE LOOP AROUND FOUNDATION PERIMETER WITH TEE AT STACK PROVIDE CONVENIENCE OUTLET IN ATTIC FOR ADDING FAN 1 4 8 16 PROOF APPROVAL q Approved as shown. q Approved with changes noted. Approval Signature________________________________Date ____________ q Please make noted corrections. Send new proof. Once proof has been approved the manufacturer is not responsible for any errors not marked on the proof above. Please check spelling, punctuation, numbers, graphics, colors and the general layout. We cannot accept changes or approvals verbally. O LIDCAER NO SL EODC404034 NAD ENIRT SSOUNDSTRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR GEOTECHNICAL ENGINEER SHEET TITLE 5/6/19 PROJECT NO: DRAWN BY:DJA PEAK Architecture LLC 3/1/19DD PROGRESS REVIEW TSS H-P Kumar GEOTECH OBSERVATION REQUIRED UPON COMPLETION OF EXCAVATION TO CONFIRM SUITABLE SOILS DESIGN BUILD, BY OTHERS Rakowski-Millard Falcone Construction DATE OF PUBLICATION A-302 SECTIONS 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE PARCEL ID # 247106306004 LEGAL DESCRIPTION LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT RR 1905 175 MIDLAND AVE, SUITE 10 PO BOX 1087 BASALT, CO 81621 dustin@peakarchitecture.com P: 970.279.5485 5/6/19CD PERMIT SET & FINAL HOA 3/14/19DD PROGRESS REVIEW 3/15/19DD PRELIMINARY HOA 4/22/19DD FINAL HOA & BANK SET 5/6/19 5 4 3 2 1 +87'-7" -1 FOOTER +87'-7" -1 FOOTER +90'-97/8" 1 BASEMENT +90'-97/8" 1 BASEMENT +100'-0" 2 MAIN LEVEL +100'-0" 2 MAIN LEVEL +109'-13/4" 3 UPPER LEVEL +109'-13/4" 3 UPPER LEVEL +117'-27/8" 4 ROOF PLATE +117'-27/8" 4 ROOF PLATE F1 SECTION 1/4" = 1'-0" 1 4 8 16 PROOF APPROVAL q Approved as shown. q Approved with changes noted. Approval Signature________________________________Date ____________ q Please make noted corrections. Send new proof. Once proof has been approved the manufacturer is not responsible for any errors not marked on the proof above. Please check spelling, punctuation, numbers, graphics, colors and the general layout. We cannot accept changes or approvals verbally. O LIDCAER NO SL EODC404034 NAD ENIRT SSOUNDSTRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR GEOTECHNICAL ENGINEER SHEET TITLE 5/6/19 PROJECT NO: DRAWN BY:DJA PEAK Architecture LLC 3/1/19DD PROGRESS REVIEW TSS H-P Kumar GEOTECH OBSERVATION REQUIRED UPON COMPLETION OF EXCAVATION TO CONFIRM SUITABLE SOILS DESIGN BUILD, BY OTHERS Rakowski-Millard Falcone Construction DATE OF PUBLICATION A-303 SECTIONS 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE PARCEL ID # 247106306004 LEGAL DESCRIPTION LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT RR 1905 175 MIDLAND AVE, SUITE 10 PO BOX 1087 BASALT, CO 81621 dustin@peakarchitecture.com P: 970.279.5485 5/6/19CD PERMIT SET & FINAL HOA 3/14/19DD PROGRESS REVIEW 3/15/19DD PRELIMINARY HOA 4/22/19DD FINAL HOA & BANK SET 5/6/19 6'-8"33/8"3'-8"3'-5"+90'-97/8" 1 BASEMENT +100'-0" 2 MAIN LEVEL +109'-13/4" 3 UPPER LEVEL SECTION 3/4" = 1'-0"O SECTION 3/4" = 1'-0" 1 4 8 PROOF APPROVAL q Approved as shown. q Approved with changes noted. Approval Signature________________________________Date ____________ q Please make noted corrections. Send new proof. Once proof has been approved the manufacturer is not responsible for any errors not marked on the proof above. Please check spelling, punctuation, numbers, graphics, colors and the general layout. We cannot accept changes or approvals verbally. O LIDCAER NO SL EODC404034 NAD ENIRT SSOUNDSTRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR GEOTECHNICAL ENGINEER SHEET TITLE 5/6/19 PROJECT NO: DRAWN BY:DJA PEAK Architecture LLC 3/1/19DD PROGRESS REVIEW TSS H-P Kumar GEOTECH OBSERVATION REQUIRED UPON COMPLETION OF EXCAVATION TO CONFIRM SUITABLE SOILS DESIGN BUILD, BY OTHERS Rakowski-Millard Falcone Construction DATE OF PUBLICATION A-401 STAIR 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE PARCEL ID # 247106306004 LEGAL DESCRIPTION LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT RR 1905 175 MIDLAND AVE, SUITE 10 PO BOX 1087 BASALT, CO 81621 dustin@peakarchitecture.com P: 970.279.5485 5/6/19CD PERMIT SET & FINAL HOA 3/14/19DD PROGRESS REVIEW 3/15/19DD PRELIMINARY HOA 4/22/19DD FINAL HOA & BANK SET 5/6/19 ID D010 D011 D013 D013 D111 D112 D113 D114 D115 D116 D210 D211 D212 TYPE --- FROM ROOM --------------------------------------- TO ROOM --------------------------------------- W x H SIZE 2'-6"×6'-8"2'-6"×6'-8"2'-2"×6'-8"2'-10"×6'-8"3'-0"×6'-8"2'-6"×6'-8"3'-0"×6'-8"2'-6"×6'-8"2'-6"×6'-8"2'-6"×3'-6"2'-6"×6'-8"2'-0"×6'-8"2'-0"×6'-8" NOTES --- PLAN 2'-8"2'-8"3'-0" 3'-2" 2'-8" 3'-2" 2'-8"2'-8" 2'-8" 2'-8"2'-2"2'-2" ELEVATION 2'-8"6'-9"2'-8"6'-9"2'-2"6'-8"3'-0"6'-9"3'-2"6'-9"2'-8"6'-9"3'-2"6'-9"2'-8"6'-9"2'-8"6'-9"2'-8"3'-7"2'-8"6'-9"2'-2"6'-9"2'-2"6'-9"ID D001 D101 D102 TYPE FROM ROOM --------- TO ROOM --------- W x H SIZE 5'-111/2"×6'-8"3'-0"×6'-8"6'-1"×6'-8" NOTES PLAN 6'-4"3'-21/4"6'-31/4" ELEVATION 6'-4"6'-101/4"3'-21/4"6'-91/8"6'-31/4"6'-91/8"D104 D105 D106 D107 D108 D110 XXX --- --------------------- --------------------- 2'-111/2"×6'-71/2"2'-111/2"×6'-71/2"18'-0"×8'-6"2'-111/2"×6'-71/2"2'-6"×6'-8"3'-0"×6'-8"3'-0"×2'-8" --- 3'-13/4"3'-13/4"3'-13/4"3'-11/4" 3'-21/4" 3'-13/4"6'-85/8"3'-13/4"6'-85/8"18'-01/2"8'-61/4"3'-13/4"6'-85/8"2'-81/4"6'-91/8"3'-21/4"6'-91/8"3'-0"2'-8"INTERIOR DOOR SCHEDULE 1' = 1'-0" EXTERIOR DOOR SCHEDULE 1' = 1'-0" PROOF APPROVAL q Approved as shown. q Approved with changes noted. Approval Signature________________________________Date ____________ q Please make noted corrections. Send new proof. Once proof has been approved the manufacturer is not responsible for any errors not marked on the proof above. Please check spelling, punctuation, numbers, graphics, colors and the general layout. We cannot accept changes or approvals verbally. O LIDCAER NO SL EODC404034 NAD ENIRT SSOUNDSTRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR GEOTECHNICAL ENGINEER SHEET TITLE 5/6/19 PROJECT NO: DRAWN BY:DJA PEAK Architecture LLC 3/1/19DD PROGRESS REVIEW TSS H-P Kumar GEOTECH OBSERVATION REQUIRED UPON COMPLETION OF EXCAVATION TO CONFIRM SUITABLE SOILS DESIGN BUILD, BY OTHERS Rakowski-Millard Falcone Construction DATE OF PUBLICATION A-601 DOOR SCHEDULE 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE PARCEL ID # 247106306004 LEGAL DESCRIPTION LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT RR 1905 175 MIDLAND AVE, SUITE 10 PO BOX 1087 BASALT, CO 81621 dustin@peakarchitecture.com P: 970.279.5485 5/6/19CD PERMIT SET & FINAL HOA 3/14/19DD PROGRESS REVIEW 3/15/19DD PRELIMINARY HOA 4/22/19DD FINAL HOA & BANK SET 5/6/19 ID TYPE TO ROOM W x H SIZE HEAD HEIGHT NOTES PLAN ELEVATION ID W001 W002 W003 W004 W101 W101 W102 W103 W104 W105 W105 W106 W107 W201 TYPE ------------------------------------------ TO ROOM ------------------------------------------ W x H SIZE 2'-6"×5'-0"2'-6"×5'-0"2'-6"×5'-0"4'-0"×3'-6"2'-6"×5'-0"4'-0"×3'-6"2'-6"×5'-0"2'-6"×5'-0"2'-6"×5'-0"2'-6"×5'-0"4'-0"×3'-6"5'-0"×5'-0"5'-0"×4'-6"2'-6"×5'-0" HEAD HEIGHT 6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"8'-6"12'-101/2" NOTES PLAN 2'-61/2"2'-61/2"2'-61/2"4'-01/2"2'-61/2"4'-01/2"2'-61/2"2'-61/2"2'-61/2"2'-61/2"4'-01/2"5'-01/2"5'-01/2"2'-61/2" ELEVATION 2'-61/2"5'-01/4"2'-61/2"5'-01/4"2'-61/2"5'-01/4"4'-01/2"3'-61/4"2'-61/2"5'-01/4"4'-01/2"3'-61/4"2'-61/2"5'-01/4"2'-61/2"5'-01/4"2'-61/2"5'-01/4"2'-61/2"5'-01/4"4'-01/2"3'-61/4"5'-01/2"5'-01/4"5'-01/2"4'-61/4"2'-61/2" W202 W203 W204 W205 W206 W301 W302 --------------------- --------------------- 6'-0"×5'-0"6'-0"×5'-0"2'-6"×5'-0"5'-0"×3'-6"6'-0"×5'-0"6'-0"×5'-53/4"6'-0"×5'-53/4" 12'-93/4"12'-93/4"12'-101/2"6'-8"6'-8"10'-219/32"10'-219/32" 6'-01/2"6'-01/2"2'-61/2"5'-01/2"6'-01/2"6'-01/2"6'-01/2" 6'-01/2"5'-01/4"6'-01/2"5'-01/4"2'-61/2" 5'-01/2"3'-61/4"6'-01/2"5'-01/4"6'-01/2"6'-01/2" WINDOW SCHEDULE (1)1' = 1'-0" WINDOW SCHEDULE (1)1' = 1'-0" PROOF APPROVAL q Approved as shown. q Approved with changes noted. Approval Signature________________________________Date ____________ q Please make noted corrections. Send new proof. Once proof has been approved the manufacturer is not responsible for any errors not marked on the proof above. Please check spelling, punctuation, numbers, graphics, colors and the general layout. We cannot accept changes or approvals verbally. O LIDCAER NO SL EODC404034 NAD ENIRT SSOUNDSTRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR GEOTECHNICAL ENGINEER SHEET TITLE 5/6/19 PROJECT NO: DRAWN BY:DJA PEAK Architecture LLC 3/1/19DD PROGRESS REVIEW TSS H-P Kumar GEOTECH OBSERVATION REQUIRED UPON COMPLETION OF EXCAVATION TO CONFIRM SUITABLE SOILS DESIGN BUILD, BY OTHERS Rakowski-Millard Falcone Construction DATE OF PUBLICATION A-602 WINDOW SCHEDULE 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE PARCEL ID # 247106306004 LEGAL DESCRIPTION LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT RR 1905 175 MIDLAND AVE, SUITE 10 PO BOX 1087 BASALT, CO 81621 dustin@peakarchitecture.com P: 970.279.5485 5/6/19CD PERMIT SET & FINAL HOA 3/14/19DD PROGRESS REVIEW 3/15/19DD PRELIMINARY HOA 4/22/19DD FINAL HOA & BANK SET 5/6/19 DR W A A A A LED A D D E E B B C C F F G G 13'-91/4"51/2"13'-11/4" 8" 5'-91/4" F R S3MJ C B C E W RECESSED DOWNLIGHT CAN REFLECTED CEILING PLAN LEGEND S TYPICAL CLOSET RECESSED DIRECTIONAL CAN RECESSED WET LOCATION CAN WALL MOUNT FIXTURE PRE-WIRE FOR PENDANT OR CHANDELIER CEILING MOUNT FIXTURE STRIP LIGHT BATH FAN SMOKE/CO DETECTOR DUPLEX ELECTRICAL OUTLET FLOOR DUPLEX RECEPTACLE JUNCTION BOX MOTION SENSOR RETURN-AIR DIFFUSER SUPPLY-AIR DIFFUSER PENDANT OR CHANDELIER s co J M SWITCH 3-WAY SWITCH MOTION SWITCH JAMB SWITCH D D E E REF/F DWRANGE B C C F F G G A A AA A AA AA A A A AA A A A LED A LED A S 3M3+12'-0"CW CW CW CW CW CW CWCW CW CW A A J LEDBLED B J +1'-4" +1'-4"3F CW LED A B N BASEMENT RCP 1/4" = 1'-0"MAIN LEVEL RCP 1/4" = 1'-0" 1 4 8 16 PROOF APPROVAL q Approved as shown. q Approved with changes noted. Approval Signature________________________________Date ____________ q Please make noted corrections. Send new proof. Once proof has been approved the manufacturer is not responsible for any errors not marked on the proof above. Please check spelling, punctuation, numbers, graphics, colors and the general layout. We cannot accept changes or approvals verbally. O LIDCAER NO SL EODC404034 NAD ENIRT SSOUNDSTRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR GEOTECHNICAL ENGINEER SHEET TITLE 5/6/19 PROJECT NO: DRAWN BY:DJA PEAK Architecture LLC 3/1/19DD PROGRESS REVIEW TSS H-P Kumar GEOTECH OBSERVATION REQUIRED UPON COMPLETION OF EXCAVATION TO CONFIRM SUITABLE SOILS DESIGN BUILD, BY OTHERS Rakowski-Millard Falcone Construction DATE OF PUBLICATION A-701 LOWER & MAIN LEVEL RCP 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE PARCEL ID # 247106306004 LEGAL DESCRIPTION LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT RR 1905 175 MIDLAND AVE, SUITE 10 PO BOX 1087 BASALT, CO 81621 dustin@peakarchitecture.com P: 970.279.5485 5/6/19CD PERMIT SET & FINAL HOA 3/14/19DD PROGRESS REVIEW 3/15/19DD PRELIMINARY HOA 4/22/19DD FINAL HOA & BANK SET 5/6/19 F R S3MJ C B C E W RECESSED DOWNLIGHT CAN REFLECTED CEILING PLAN LEGEND S TYPICAL CLOSET RECESSED DIRECTIONAL CAN RECESSED WET LOCATION CAN WALL MOUNT FIXTURE PRE-WIRE FOR PENDANT OR CHANDELIER CEILING MOUNT FIXTURE STRIP LIGHT BATH FAN SMOKE/CO DETECTOR DUPLEX ELECTRICAL OUTLET FLOOR DUPLEX RECEPTACLE JUNCTION BOX MOTION SENSOR RETURN-AIR DIFFUSER SUPPLY-AIR DIFFUSER PENDANT OR CHANDELIER s co J M SWITCH 3-WAY SWITCH MOTION SWITCH JAMB SWITCH D D E E B B C C F F G G B B B B B B B B B B B B B B B B J BB B B B B B B B AA AA AA w FEATURES Greater light output than an 18W CFL or a 50W BR20 while consuming less than 15W of power. w OPTICS The Elite-Engineered LED Module system is much more than just a simple LED retrofit. The Elite LED system is a highly engineered work of design and optical science which produces over 1100 lumens. Our meticulously crafted optics gather the light scattered by the LED chip and shape it into a functional beam with uniform light distribution. The baffle also offers the benefits of a smooth integrated light with glare reduction at a 55 degree cut-off, which minimizes brightness. w DURABILITY Die-cast aluminum housing and heat management system are engineered for extremely long life and service period. Without proper heat management, any LED luminaire will fail. Our die-cast system pulls the heat from the LED chip, allowing the continued cool operation for years. Life tests have shown the Elite REL437 light output will be maintained at 70% of initial at 50,000 hours of operation. Our LED driver is rated for 50 to 60 Htz at 120V input, produces less than 20% THD, has a power factor between 0.90 and 1.00 and is thermal protected for additional safety. w REPEATABLE Repeatability means quality. From our chip selection process, to our driver, to the thermal management, the Elite REL437 Module is engineered for quality. All Elite LED luminaries are rated at 85+ and 90+ CRI, also rated and tested to LM-79 and LM-80 standards by a certified laboratory, and meets the California Title-24 compliance standards. Elite’s highly selective LED chips produce zero ultraviolet and virtually no infrared light. w DIMMABLE The Elite REL437 lighting system is dimmable down to 10% by using an approved incandescent dimmer or select electronic low voltage dimmers when ordered with DIMTR-120 option. Refer to dimming matrix for more information. w INTERCHANGEABLE The Elite REL437 LED system works in our dedicated (LD4IC-AT ,LD4RIC-AT) housings and our existing 4” incandescent housings (B4IC-AT, B4RIC-AT) but is also suitable for use in most 4” recessed downlight housings. w ADAPTABLE All Elite REL437 luminaries are shipped standard with our custom engineered Edison adapter. This adapter assembly allows the luminaries to install directly into existing Elite 4” downlight housings and most other 4” downlight housings. GU24 style socket base adapters also available upon request. w OUR WORD The Elite LED lighting system carries a five-year carefree warranty for parts and components. (Labor not included) 4” 3 ISSUE 15G21 Rev.0.1 WWW.IUSEELITE.COM • TEL 1-877-375-5555 • FAX 1-877-375-3333 ISSUE 16H09 Rev.0.1 CERTIFICATIONS • cULus • RoHS • IECC • LM97/LM80 • California Title 24 • New York State • Washington State REL437 4” ECONOMY LED RETROFIT LIGHTING MODULE CRI COLOR QUALITY LUMEN OUTPUT CCT OPTIC WARRANTY 90+ 700 / 1100 Lumens 27K, 30K, 35K, 40K, 50K 45º Cut-Off 5 Years 3-Step MacAdam Ellipses INSTALLATION Ez connector to use with special high efficacy housing or Edison base adapter for retrofitting into existing 4” incandescent housings. w ENGINEERED FOR VERSATILITY AND PERFORMANCE The Elite REL437 has been engineered for New Construction, Remodel and Retrofit applications for 4 inch downlights. Dedicated housings install the same way as our standard incandescent downlights. Over 1100 usable lumens are directed from the luminaire to the work surface. Lighting is smooth and comfortable, all while using 75% less energy than the equivalent 50W BR20 and 25% less than the common 18W CFL. Plus the Elite REL437 features 50,000hrs of life, and California Title-24 compliance. 4 INCH LED RETROFIT MODULE NE W DIMENSION 1100 2.9” 4.9” INPUT VOLT.INPUT FREQ.THD POWER FACTOR INPUT POWER LUMENS 120 50/60Hz <20%>0.9 10W(+/-5%)700 INPUT VOLT.INPUT FREQ.THD POWER FACTOR INPUT POWER LUMENS 120 50/60Hz <20%>0.9 15W(+/-5%)1100 TypeProject Name REL437Catalog Number 4” 4Due to the changes of constant improvement in LED technology, all details are subject to change without notice. Consult factory for up to date information. R20 Lamp Before After REL437 LED Retrofit Series REL437 4” ECONOMY LED RETROFIT LIGHTING MODULE 4 INCH LED RETROFIT MODULE Elite’s innovative LED retrofit downlight modules deliver the brightest, most beautiful and most energy efficient ambient lighting to replace any lamp type on your existing fixture. Example: REL437-1100L-DIMTR-120-30K-90-W-WH TYPE PERFORMANCE CCT CRI FINISH OPTION TRIM OPTIONS REL437 (Baffle) o 700L-DIMTR-120 o 1100L-DIMTR-120 o 27K o 30K o 40K o 50K o 90 o W-WH o GU24SA GU24 SOCKET ADAPTER BT (Baffle Trim) o REL437-BT-SN-SN RT (Reflector Trim) o REL437-RT-CL-WH Ordering Guide for Compatible Housing IC - New Construction Non-IC New Construction IC - For Remodel Non-IC For Remodel LD4IC-AT LD4-AT LD4RIC-AT LD4R-AT HLD4IC-AT HLD4-AT HLD4R-AT B4IC-AT B4-AT B4R-AT AVAILABLE COLOR INSERTS FOR REL437 - 4” RETROFIT REL437-RT-CL-WH REFLECTORS REL437-BT-SN-SN BAFFLES REL437-1100L-DIMTR-120-40K-90-W-WH TEST NO.: EL111746 INPUT WATTS: 14.4 LUMENS: 1166 CRI: 90 EFFICACY: 81 CCT: 4000K SPACING CRITERIA: 1.18 Candle Power Distribution (Candelas) RC - Ceiling Cavity Reflectance RW - Wall ReflectanceROOM CAVITY RATIOCoefficients of Utilization - Zonal Cavity Method Effective Floor Cavity Reflectance 0.20 Zonal Lumens Summary 0 Candela TabulationLumens Per Zone Zone Lumens 0-10 58.11 10-20 163.06 20-30 233.70 30-40 250.14 40-50 206.67 50-60 134.19 60-70 75.20 70-80 39.93 80-90 4.96 Luminance (Average candela/M2) Angle in Degrees Average 0º Average 45º Average 90º 45 50493 49786 50342 55 36301 33552 33403 65 25413 23753 22078 75 21093 20802 20481 85 0 0 13806 0 624.66 5 613.80 15 591.34 25 517.18 35 414.72 45 283.97 55 165.60 65 85.42 75 43.42 85 0.00 90 0.00 RC 80%70%50%30%10%0% RW 70%50%30%10%70%50%30%10%50%30%10%50%30%10%50%30%10%0% 0 119 119 119 119 116 116 116 116 111 111 111 106 106 106 102 102 102 100111110710310010810510299101989697959393929088210396908510094898490868287848084817977395867973938478738176717974707672696748877706486766964746863726662706561595827062578069625667615665605564595553676645650746356506155506054495853494777159514569585045565045554945544844428665446416553464152454151454050444039962504237614942374842374741374641373510594639345746393445393444383443383432 Zone Lumens %Lamp %Fixt 0-20 221.17 19.00 19.00 0-30 454.86 39.00 39.00 0-40 705.00 60.50 60.50 0-60 1045.86 89.70 89.70 0-80 1160.99 99.60 99.60 0-90 1165.95 100.00 100.00 156 312 468 625 90º 80º 70º 60º 50º 40º 30º 20º 10º Cone of Light BEAM DIA. MEASURED AT 50% OF NADIR F.C. Distance to Plane Initial Footcandle at Nadir Beamdiameter 4.0 39 fc 7.2 ft 8.0 9.76 fc 14.3 ft 12.0 4.34 fc 21.5 ft 16.0 2.44 fc 28.6 ft 20.0 1.56 fc 35.9 ft 24.0 1.08 fc 43 ft REL437 STL110H STEALTH Sensor with twin precision die cast H101 Deluxe shielded floods pre-wired and assembled on universal CU4 cover plate. Color: Bronze Weight: 4.7 lbs Project:Type: Prepared By:Date: Technical Specifications Listings UL Listing: Suitable for wet locations Electrical Power Consumption: 1W Surge Protection: Withstands up to 6000 volts Wall Switch Manual Override: Two flip logic prevents activation by momentary power outages. Override resets to auto at dawn. No extra wiring needed. RF Immunity: Circuits fully shielded for maximum radio frequency immunity Voltage: 120 Volts AC 60 Hertz Switching Capacity: 1000 watts incandescent @ 120 volts, 8 amps Sensor Characteristics Time Adjustment: 5 seconds to 12 minutes Wide Sensitivity Control: Adjustable from 100% to 30% Advanced Detection Logic: Minimizes false triggers Photoelectric Control: Deactivates lights during daylight. Fully adjustable for 24 hour operation or custom applications. Detection: 110° view Construction Temperature Compensation: Sensitivity adjusts automatically for consistent detection in hot and cold ambient temperatures Horizontal Lock, No-tool Joints: Keeps sensing pattern level for fast, error-free installation Floodlights: Precision die cast aluminum. 1/2" NPS threaded arm with serrated locking swivel fits all standard mounting boxes and covers. Lens Mask: Customized press apply lens mask included to reduce coverage easily LED Characteristics LED Detection Indicator: Shows when sensor is detecting in daytime and glows red at night for "on-guard" deterrence Color Matched Lens: Dark lens with bronze units, white lens with white units Optical Lamp: Accepts PAR38 lamps, 150 watt max. Lamps are not supplied. Technical Specifications (continued) Other Warranty: 10 year sensor warranty Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rablighting.com Copyright © 2019 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 2 STL110H Dimensions Features Temperature compensation Radio frequency immunity 6000 volt surge protection LED detection & "on guard" indicator Color matched vandal resistant lens and grill Protected manual override with auto reset Can be wired in parallel Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rablighting.com Copyright © 2019 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice Page 2 of 2 N UPPER LEVEL RCP 1/4" = 1'-0" rel437 rel437 STL110H_spec_sheet 1:1.33 STL110H_spec_sheet 1:1.33 1 4 8 16 PROOF APPROVAL q Approved as shown. q Approved with changes noted. Approval Signature________________________________Date ____________ q Please make noted corrections. Send new proof. Once proof has been approved the manufacturer is not responsible for any errors not marked on the proof above. Please check spelling, punctuation, numbers, graphics, colors and the general layout. We cannot accept changes or approvals verbally. O LIDCAER NO SL EODC404034 NAD ENIRT SSOUNDSTRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR GEOTECHNICAL ENGINEER SHEET TITLE 5/6/19 PROJECT NO: DRAWN BY:DJA PEAK Architecture LLC 3/1/19DD PROGRESS REVIEW TSS H-P Kumar GEOTECH OBSERVATION REQUIRED UPON COMPLETION OF EXCAVATION TO CONFIRM SUITABLE SOILS DESIGN BUILD, BY OTHERS Rakowski-Millard Falcone Construction DATE OF PUBLICATION A-702 UPPER LEVEL RCP 779 MCLAUGHLIN LANE BASALT CO 81621 CHEEVER RESIDENCE PARCEL ID # 247106306004 LEGAL DESCRIPTION LOT 11, RUEDI SHORES SUBDIVISION ZONE DISTRICT RR 1905 175 MIDLAND AVE, SUITE 10 PO BOX 1087 BASALT, CO 81621 dustin@peakarchitecture.com P: 970.279.5485 5/6/19CD PERMIT SET & FINAL HOA 3/14/19DD PROGRESS REVIEW 3/15/19DD PRELIMINARY HOA 4/22/19DD FINAL HOA & BANK SET 5/6/19