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Home My WebLink AboutB17-0161_REV1 - approved plans_1514912527.pdfZone District: Primary / Secondary Residential Lot Area: .362 acres x 43,560 s.f. = 15,769 s.f. • GRFA Allowed: .46% lot area < 10,000 s.f. = 4,600 s.f. .38% lot area < 15,000 s.f. = 1,900 s.f. .13% lot area (681 s.f.) = 100 s.f. Total = 6,600 s.f. • Primary/Secondary Split: 60% = 3,960 s.f. 40% = 2,640 s.f. WEST 'A' Unit (PRIMARY) unit Lower Level Foundation wall reduction calculation (See sheet A0.2) 64.48% Buried Lower Level Area= 1723.0 Area= 1723.0 s.f. X 64.48% reduction= 1111.0 s.f. Garage Allowance reduction -600.0 s.f. GRFA area of Lower Level 12.0 s.f. Main Level Area= 1704 s.f. Upper Level Area = 1227.9 s.f. +16'-0" Ceiling ht 0 s.f. WEST UNIT'A' GRFA total area = 2,943.9 s.f. (<3,960 s.f. allowed) TOTAL AREA OF WEST UNIT, INCLUDING THE GARAGE, WITH NO REDUCTIONS =4654.9 s.f. EAST 'B' Unit(SECONDARY) unit Lower Level Foundation wall reduction calculation (See sheet A0.2) 64.48% Buried Lower Level Area= 1017.2 Area= 1017.2 s.f. X 64.48% reduction = 655.9 s.f. Garage Allowance reduction -600 s.f. GRFA area of Lower Level -238.7 s.f. Main Level Area = 1189.2 s.f. Upper Level Area = 1204.1 s.f. EAST UNIT 'B' GRFA area = 2,154.6 s.f.(<2,640 s.f. allowed) TOTAL AREA OF EAST 'B' UNIT, INCLUDING THE GARAGE, WITH NO REDUCTIONS = 3410.4 s.f. ALLOWED Site Coverage (20% of lot) 3,154 s.f. (includes roof overhangs over 4’ deep) PROPOSED Site Coverage = 3,148.9 s.f. (<3,154 s.f. allowed) TOTAL Disturbed Area Allowed= <60% = 9461.4 s.f. Proposed 10,571.5 s.f. 67 % (undisturbed = 5197.5 s.f. 33%) (7 % greater than allowed.) REQUIRED Landscape Area (60% of lot) = 15,769 s.f. X .60= 9461.4 s.f. Lot Area= 15,769 s.f. Proposed Site Coverage = 3,148.9 s.f. Impervious terrace area = 1400.0 s.f. Impervious drive area= -1,111 s.f. PROPOSED Landscape Area= 10,109.1 s.f. 64.1% (>9,461.4 s.f.) Drive area: West unit: 608 s.f. of drive East unit: 503 s.f. of drive Snow storage = (required =30% of Drive area): West unit snow storage= 182.4 s.f. required, 200 s.f. provided East unit snow storage= 150.9 s.f. required, 175 s.f. provided Parking per unit = 3 spaces, (2 interior and 1 exterior) Average Lot slope under footprint of units greater than 30%: Unit 'WEST' = 100% Unit 'EAST' = 95% Density = Duplex residence Lighting: Dark sky/full cut off, limit on light above 18" a.f.f. is 1/1000 s.f. of lot. 15,769 s.f./1000= 15 lights Maximum Height = 33'. (30' at flat roof) Height proposed 32'-6" (Living Rm roof of West 'A' unit) Parking Requirements: 2.5 spaces per dwelling unit = 3 spaces (2 inside, 1 outside) Retaining walls over 4 feet height to be engineered. Boulder retaining wall layback for 4'-0" tall wall = 1'-0" Boulder retaining wall layback for 6'-0" tall wall = 2'-0" Boulder retaining walls in front setback limited to 3'-0" tall 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS7/5/2017 3:35:19 PMA0.0COVER16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1 3D View 1 2 3D View 2 3 3D View 3 4 3D View 4 5 3D View 5 Davos Duplex Residence 2655 Davos Trail Lot 18, Block B, Vail Ridge Subdivision PERMIT SET 04-28-2017 REVN #1 07-05-17 Primary/Secondary Residence Owner: Mr. Mike Young Sentry Construction Inc. PO Box 480 Edwards, CO 81632 970-376-2020 cell Location: 2655 Davos Trail Lot 18, Block B, Vail Ridge Subdivision Parcel Number2103-142-03-027 Architect: Martin Manley Architect Jeffrey P Manley AIA PO Box 1587 Eagle, CO 81631 970.328.5151 jeff@martinmanleyarchitects.com PROJECT / CODE SUMMARY Class of Work: New Construction Type of Construction: Type V-B Type of Occupancy: R3 (duplex) Levels: 2-story +basement Fire Sprinklers: Yes Monitored alarm system: Yes Heating: In-floor radiant heat Furnace/boiler: Min. 92% efficiency 2015 International Residential Code (IRC) including Appendix F & G General Contractor: Mr. Mike Young Sentry Construction Inc. PO Box 480 Edwards, CO 81632 970-376-2020 cell 1" = 10'-0"6 Vicinity Map 1/4" = 1'-0" ZONING INFORMATION Sheet List Sheet Number Sheet Name A0.0 COVER A0.1 AREA PLANS A0.2 BASEMENT REDUCTION A0.3 ECO SHEET A1.1 SITE PLAN A1.2 LANDSCAPE PLAN A1.3 CONSTRUCTION MGMT A2.0 LOWER LEVEL PLAN A2.1 MAIN LEVEL PLAN A2.2 UPPER LEVEL PLAN A2.3 ROOF PLAN & HT CALC A3.0 SOUTH ELEVATION A3.1 EAST AND WEST ELEVATIONS A3.2 NORTH ELEVATION A4.1 BUILDING SECTIONS A4.2 BUILDING SECTIONS A4.3 BUILDING SECTIONS A4.4 BUILDING SECTIONS A6.0 LOWER LEVEL RCP A6.1 MAIN LEVEL RCP A6.2 UPPER LEVEL RCP No. Description Date1 Revision 1- BUILDING DEPT COMMENTS7-5-1701/02/18 UP U DND WDN DN UP UP DN UP DN UP DNDN 2 4 " C O TTONWOODEDGEOFASPHALTDAVO S TRAI L LOT 18 ED GE OF CONCRETE BLOCK B ASPEN G R OVE4" PI NE6 " PI NE 8 " PI NE 8 " PI N ETV PE D I NE F O U N D 11 _2"BLA NKALUM I NUMC AP FOU ND REBAR EDGE OFFOUND #5REBARWITHWASHERNorth 42' 44' 46' 48' 50' 52' 54' 56' 58' 60' 66' 68' 70' 34' 32' 40'32' 34' 36' 38' 42' 44' 46' 48' 50' 40' 52' 54' 56' 58' 60' 68' 70' 28' 30' 56' 56' 55' O U L D ER WAL L CU L VERT I NL E T 15' SIDESETBACK15'SIDESETBACK15' BACK SETBAC K 20' FRONT SETBACK 7' UTILITY EASEMENT RECEPTION NO. 103252 P QTV8030 8040 805 0 806 0 8070 UP DN DN DN DN DN DN UP DN UP DN 1723 SF 'A' Garage and Lower Level Area 1017.2 SF 'B' Garage and Lower Level Area 10' - 3 1/2"PARTY WALL WALL 1704 SF 'A' Main Level Area 1189.2 SF 'B' Main Level Area PARTY WALL 1227.9 SF 'A' Upper Level Area 1204.1 SF 'B' Upper Level Area PARTY WALL 3122.9 SF Lot Coverage (total max. 3154 s.f.) 26' - 0" 1 A4.2 overhang of garage roof3' - 11"TERRACES AND WALKS 1400 S.F. 2 A4.2 26 SF Area of overhang over 4'-0"4' - 6 3/4"LINE OF GARAGE BELOW LINE OF MASTER ABOVE 1' - 0"4' - 0"4' - 9 5/8"PARTY WALL 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS7/5/2017 3:35:22 PMA0.1AREA PLANS16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1/8" = 1'-0"1 A1.0 LOWER LEVEL 1/8" = 1'-0"2 A2.0 MAIN LEVEL 1/8" = 1'-0"3 A3.0 UPPER LEVEL 1/8" = 1'-0"4 SITE COVERAGE Area Schedule (west unit 'A') Name Area 'A' Garage and Lower Level Area 1723 SF 'A' Main Level Area 1704 SF 'A' Upper Level Area 1227.9 SF Grand total: 3 4654.9 SF Total of lower levels within 6'-0" of lowest slab ht MUTIPLY x% OF BURIED FOUNDATION WALL SUBTRACT 600 S.F. FOR GARAGE Zone District: Primary / Secondary Residential Lot Area: .362 acres x 43,560 s.f. = 15,769 s.f. • GRFA Allowed: .46% lot area < 10,000 s.f. = 4,600 s.f. .38% lot area < 15,000 s.f. = 1,900 s.f. .13% lot area (769 s.f.) = 100 s.f. Total = 6,600 s.f. • Primary/Secondary Split: 60% = 3,960 s.f. 40% = 2,640 s.f. • Site Coverage (20%) = 3,154 s.f. (includes roof overhangs over 4’ deep) • Height Limitation= 33 feet (as measured from existing grade directly to ridge above) SEE SHEET A0.2 FOR GRFA CALCULATIONS Area Schedule (east unit 'B') Name Area 'B' Garage and Lower Level Area 1017.2 SF 'B' Main Level Area 1189.2 SF 'B' Upper Level Area 1204.1 SF Grand total: 3 3410.4 SF No. Description DateContractor must submit for a PW Permit for new site access to a vacant lot. Prior to to the start of project. 01/02/18 A2.0 MAIN LEVEL 8047' - 0" A1.0 LOWER LEVEL 8032' - 0" B 0.5 GARAGE 8031' - 0" B1.7 MAIN LEVEL 8042' - 0"11' - 0"15' - 0"6' - 0 1/2"11' - 0"895.35 s.f. of lower level/foundation wall 55.76 s.f. of lower level/foundation wall below grade PARTY WALL B 0.5 GARAGE 8031' - 0" B1.7 MAIN LEVEL 8042' - 0" B1.7 MAIN LEVEL 8042' - 0" EXI STI NG G RA DE 9' - 5"8054' - 0" 8041' - 11" METAL CORNER TRIM 8037' - 0 1/4" 8032' - 10 1/16" 415.29 s.f. of lower level/foundation wall 288.54 s.f. of lower level/foundation wall below grade A2.0 MAIN LEVEL 8047' - 0" A2.0 MAIN LEVEL 8047' - 0" A1.0 LOWER LEVEL 8032' - 0" A1.0 LOWER LEVEL 8032' - 0" 8047' - 3"8047' - 2" 8049' - 7" 8048' - 0" EXISTING GRADE EXISTING AND PROPOSED GRADE 8043' - 0" 8047' - 0" 8038' - 0" 8042' - 0" 8036' - 0" 567.77 s.f. of lower level/foundation wall 558.17 s.f. of lower level/foundation wall below grade 8056' - 0" 8054' - 0" 8050' - 0" A2.0 MAIN LEVEL 8047' - 0" A1.0 LOWER LEVEL 8032' - 0"B 0.5 GARAGE 8031' - 0" B1.7 MAIN LEVEL 8042' - 0"23' - 9"899.15 s.f. of lower level/foundation wall 899.15 s.f. of lower level/foundation wall below grade FOUNDATION WALL BURIED FOUNDATION WALL KEY: PARTY WALL AREA OF FOUNDATION WALLS ELEVATION TOTAL FOUNDATION WALL AREA FOUNDATION WALL BURIED SOUTH 895.35 S.F. 055.76 S.F. EAST 415.29 S.F. 288.54 S.F. WEST 567.77 S.F. 558.17 S.F. NORTH 899.15 S.F. 899.15 S.F. TOTAL AREA 2,777.56 S.F. 1,801.62 S.F. = 64.48% BURIED Zone District: Primary / Secondary Residential Lot Area: .362 acres x 43,560 s.f. = 15,769 s.f. • GRFA Allowed: .46% lot area < 10,000 s.f. = 4,600 s.f. .38% lot area < 15,000 s.f. = 1,900 s.f. .13% lot area (681 s.f.) = 100 s.f. Total = 6,600 s.f. • Primary/Secondary Split: 60% = 3,960 s.f. 40% = 2,640 s.f. WEST 'A' Unit (PRIMARY) unit Lower Level Foundation wall reduction calculation (See sheet A0.2) 64.48% Buried Lower Level Area= 1723.0 Area= 1723.0 s.f. X 64.48% reduction= 1111.0 s.f. Garage Allowance reduction -600.0 s.f. GRFA area of Lower Level 12.0 s.f. Main Level Area= 1704 s.f. Upper Level Area = 1227.9 s.f. +16'-0" Ceiling ht 0 s.f. WEST UNIT'A' GRFA total area = 2,943.9 s.f. (<3,960 s.f. allowed) TOTAL AREA OF WEST UNIT, INCLUDING THE GARAGE, WITH NO REDUCTIONS =4654.9 s.f. EAST 'B' Unit(SECONDARY) unit Lower Level Foundation wall reduction calculation (See sheet A0.2) 64.48% Buried Lower Level Area= 1017.2 Area= 1017.2 s.f. X 64.48% reduction = 655.9 s.f. Garage Allowance reduction -600 s.f. GRFA area of Lower Level -238.7 s.f. Main Level Area = 1189.2 s.f. Upper Level Area = 1204.1 s.f. EAST UNIT 'B' GRFA area = 2,154.6 s.f.(<2,640 s.f. allowed) TOTAL AREA OF EAST 'B' UNIT, INCLUDING THE GARAGE, WITH NO REDUCTIONS = 3410.4 s.f. ALLOWED Site Coverage (20% of lot) 3,154 s.f. (includes roof overhangs over 4’ deep) PROPOSED Site Coverage = 3,148.9 s.f. (<3,154 s.f. allowed) TOTAL Disturbed Area Allowed= <60% = 9461.4 s.f. Proposed 10,571.5 s.f. 67 % (undisturbed = 5197.5 s.f. 33%) (7 % greater than allowed.) REQUIRED Landscape Area (60% of lot) = 15,769 s.f. X .60= 9461.4 s.f. Lot Area= 15,769 s.f. Proposed Site Coverage = 3,148.9 s.f. Impervious terrace area = 1400.0 s.f. Impervious drive area= -1,111 s.f. PROPOSED Landscape Area= 10,109.1 s.f. 64.1% (>9,461.4 s.f.) Drive area: West unit: 608 s.f. of drive East unit: 503 s.f. of drive Snow storage = (required =30% of Drive area): West unit snow storage= 182.4 s.f. required, 200 s.f. provided East unit snow storage= 150.9 s.f. required, 175 s.f. provided Parking per unit = 3 spaces, (2 interior and 1 exterior) Average Lot slope under footprint of units greater than 30%: Unit 'WEST' = 100% Unit 'EAST' = 95% Density = Duplex residence Lighting: Dark sky/full cut off, limit on light above 18" a.f.f. is 1/1000 s.f. of lot. 15,769 s.f./1000= 15 lights Maximum Height = 33'. (30' at flat roof) Height proposed 32'-6" (Living Rm roof of West 'A' unit) Parking Requirements: 2.5 spaces per dwelling unit = 3 spaces (2 inside, 1 outside) Retaining walls over 4 feet height to be engineered. Boulder retaining wall layback for 4'-0" tall wall = 1'-0" Boulder retaining wall layback for 6'-0" tall wall = 2'-0" Boulder retaining walls in front setback limited to 3'-0" tall 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS7/5/2017 3:35:28 PMA0.2BASEMENT REDUCTION16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1/8" = 1'-0"1 South Elevation FOR GRFA CALC 1/8" = 1'-0"2 East Elevation FOR GRFA CALC 1/8" = 1'-0"3 West Elevation FOR GRFA CALC 1/8" = 1'-0"4 North Elevation FOR GRFA CALC 1/4" = 1'-0" BASEMENT REDUCTION 1/4" = 1'-0" ZONING INFORMATION No. Description Date01/02/18 UP DN UP Radon System Radon system is to comply with Appendix F of the 2015 IRC A sub-slab depressurization system (passive) is to be designed. The vent pipe shall be a minimum dia. of 3" and extend from the permeable layer under the lowest slab with a ' T ' fitting, through the conditioned space of the homes, and out the roof. The exhaust shall be located as a penetration through the roof and located on the non-street side. This exhaust vent shall be 2'-0" above the roof surface and 10'-0" away from any openings or the adjacent building/unit. An electrical box shall be installed in an accessible location along radon sytem vertical piping so possible future vent pipe in-line fans can be added. See sections on this sheet for vertical location of Radon system. See key floor plan on this sheet for location of piping routing for Radon System. Additional notes: N1102.2.1 (R402.2.1) Ceilings with attic spaces. When Secton N1102.1.1 R-38 shall be deemed to satisfy the requirement for R-49 wherever the full height of uncompressed R-38 insulation extends over the wall top plate at the eaves. N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where Secton N1102.1.1 would require insulation levels above R-30 and the design of the roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. This reduction of insulation from the requirements of Secton N1102.1.1 shall be limited to 500 square feet (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. N1102.2.3 (R402.2.3) Eave baffle. For air permeable insulations in vented attics, a baffle shall be installed adjacent to soffit and eave vents. Baffles shall maintain an opening equal or greater than the size of the vent. The baffle shall extend over the top of the attic insulation. The baffle shall be permitted to be any solid material. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment that prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer is required to be provided when loose fill insulation is installed, the purpose of which is to prevent the loose fill insulation from spilling into the living space when the attic access is opened, and to provide a permanent means of maintaining the installed R-value of the loose fill insulation. N1102.2.5 (R402.2.5) Mass walls. Mass walls for the purposes of this chapter shall be considered above-grade walls of concrete block, concrete, insulated concrete form (ICF), masonry cavity, brick (other than brick veneer), earth (adobe, compressed earth block, rammed earth) and solid timber/logs. N1102.2.7 (R402.2.7) Floors. Floor insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. N1102.2.8 (R402.2.8) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead is insulated in accordance with Sections N1102.1.1 and N1102.2.7. N1102.2.9 (R402.2.9) Slab-on-grade floors. Slab-on-grade floors with a floor surface less than 12 inches (305 mm) below grade shall be insulated in accordance with Table N1102.1.1. The insulation shall extend downward from the top of the slab on the outside or inside of the foundation wall. Insulation located below grade shall be extended the distance provided in Table N1102.1.1 by any combination of vertical insulation, insulation extending under the slab or insulation extending out from the building. Insulation extending away from the building shall be protected by pavement or by a minimum of 10 inches (254 mm) of soil. The top edge of the insulation installed between the exterior wall and the edge of the interior slab shall be permitted to be cut at a 45-degree (0.79 rad) angle away from the exterior wall. N1102.2.10 (R402.2.10) Crawl space walls. As an alternative to insulating floors over crawl spaces, crawl space walls shall be permitted to be insulated when the crawl space is not vented to the outside. Crawl space wall insulation shall be permanently fastened to the wall and extend downward from the floor to the finished grade level and then vertically and/or horizontally for at least an additional 24 inches (610 mm). Exposed earth in unvented crawl space foundations shall be covered with a continuous Class I vapor retarder in accordance with this code. All joints of the vapor retarder shall overlap by 6 inches (153 mm) and be sealed or taped. The edges of the vapor retarder shall extend at least 6 inches (153 mm) up the stem wall and shall be attached to the stem wall. N1102.2.11 (R402.2.11) Masonry veneer. Insulation shall not be required on the horizontal portion of the foundation that supports a masonry veneer. A section below thru the home shows the locations of all insulation/thermal envelope. On these sections, is shown the location of vapor barrier/vapor retarder. Eagle County lies in climate zone 6B. This is a prescriptive method for insulation and code compliance to energy efficient systems #1 Insulation values: show the chart that has the climate zone 6B. Fenestration U-Factor=.32 with a resolution 3.11 C revising the U-factor to .30 in Eagle Co. and .30 in Town of Vail Skylight U-Factor =.55 Ceiling R-Value = R-49 Wood Framed Wall R-Value 20+5 or 13+10 (20 in the wall cavity and 5 continuous) Town of Vail, Avon, and Eagle have not adopted the R-5 continuous insulation requirement. Floor R-Value = R30 (or insulation to fill the framing cavity, R-19 min) Basement Wall R-Value =15/19 (R15 on the exterior or interior continuous OR R19 in the wall cavity) The r-19 shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous on the interior OR exterior of the foundation wall Slab R-Value =R10 for 4 feet from the edge of the slab measured horizontally or vertically For heated slabs, R-5 insulation shall be added to the slab edge Crawlspace wall R-Value = 15/19, which means R15 on the interior or exterior of the home or R-13 cavity insulation on the interior of the basement wall plus R-5 continuous on the interior OR exterior of the foundation wall #2 Fenestration and SHGCs (SHGCs are not required in this climate zone of 6) Fenestration U-Factor=.32 with a resolution 3.11 C revising the U-factor to .30 #3 Area weighted U-factor Calculations If some windows do not meet the U-factor .30 then an average of window areas can be calculated. #4 Mechanical system design criteria. 1. Minimum winter design temp of -20 degrees F. (resolution to section R303.9) 2. Heat loss calculations are required for all dwelling units (resolution to section R303.9) (Heat calcs, zones and layouts are due with the mech. permit application) 3. Minimum efficiency of main heat source is to be 92% 4. A whole house mechanical ventilation system (R303.4) is to be designed where the air infiltration rate of a dwelling unit is 5 air changes per hour or less where tested with a blower door at a pressure of 0.2 inch w.c (50 Pa) in accordance with Section N1102.4.1.2, the dwelling unit shall be provided with whole-house mechanical ventilation in accordance with Section M1507.3. 5. N1102.4.1.2 (R402.4.1.2) Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 3 air changes per hour in Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the building official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the building official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. #5 Mechanical and service water heating system and equipment types, sizes and efficiencies. Note and locate water heater or side arm off boiler. Label efficiency of water heater and whether gas or electric is shown on plan set. #6 Equipment and system controls. Label location of thermostats and heating zones on key plans. Provide at least on programmable thermostat Initially programmed set point of heating no higher than 70 degrees and cooling no lower than 78 degrees #7 Duct sealing, duct insulation, and pipe insulation and locations. 1. Show locations of ductwork in area not in the heated envelope (shown on drawings for mech. permit) 2. All ducts to be sealed in accordance with the International Mechanical Code (M1601.4.1) 3. Ducts outside building envelope to be insulated with R-8, all other ducts with R-6 4. Building framing cavities shall not be used as supply ducts 5. Duct tightness test (section 403.2.2) Duct tightness test is not required if air handler and ducts are ALL located within conditioned space Duct tightness shall be verified by a) Post construction test Leakage to outdoors:<8 cfm/per 100 s.f. pf conditioned floor area or Total leakage:<12 cfm/ pre 100 b) Rough-in test Total leakage <6 cfm/per 100 s.f. of conditioned floor area test at a pressure differential of .1 in w.g. (25 Pa) across rough-in system #8 Air sealing details: General note: All exterior joints are to be caulked, gasketed, weather stripped, or otherwise sealed. Floor plates and sheathing joints are to be sealed. Refer to chart for locations and methods. WALL INSULATION: TYPICAL EXTERIOR WALL 5.5" BLOWN-IN BATT (R-4.23 PER INCH). =R-23.27 (R-20 MIN) TYPICAL FOUNDATION WALL AT LIVING SPACE 5.5" BLOWN-IN BATT (R-4.23 PER INCH). = R-23.27 2" DRAIN AND DRY ON EXT. OF FDN WALL = R-10.00 TOTAL WALL R-VALUE =R-37.27 (R-19 MIN) TYPICAL SLAB EDGE/FROST WALL FOUNDATION WALL 2" DRAIN AND DRY ON EXT. OF FDN WALL = =R-10.00 (R-10 MIN) UNDER SLAB INSULATION: 2" RIGID INSULATION =R-10.00 (R-10 MIN) 3/4" SLAB EDGE INSULATION =R-7.00 (R-7 MIN) CANTILEVERED FLOOR INSULATION: 11 7/8" BLOWN-IN BATT (R-4.23 PER INCH) =R-50.23 (R-30 MIN) ROOF INSULATION: 12.5" OF BLOWN-IN BATT IN RAFTER SPACE =R-52.22 (R-49 MIN) (R-4.23 PER INCH) PROVIDE CORRAGATED AIR BAFFLE IN EACH RAFTER SPACE TO ALLOW AIR FLOOR FROM LOW TO HIGH ON SHED ROOF FORMS. INSULATION IS TO BE BLOWN-IN TIGHT TO THE ROOF REMAINING ROOF RAFTER SPACE. IN AREAS WITH DROPPED CEILINGS, KEEP INSULATION AT ROOF RAFTERS, CREATING TEMPERED ATTIC IN VOIDS --PROVIDE A VAPOR RETARDER AT BOTTOM OF RAFTERS ROOF INSULATION AT SOUTH ROOF FORM OVER THE EAST UNIT'S STAIR, THE ROOF INSULATION SHALL BE DIFFERENT THAN TYPICAL AND THE ROOF WILL BE UNVENTED. (SEE KEY PLAN BELOW FOR LOCATION) ROOF BAFFLE IS TO BE DELETED TO PROVIDE AN UNVENTED ROOF FORM. Section of the IRC R806.5. 1 The unvented atic is completely withing the Building Thermal Envlope 2 No interior Class I vapor retarder are installed in the ceiling side of the unvented attic assembly or on the ceiling side of the unvented enclosed roof framing. 3 (No wood shingle are used) 4 In climate zone 6, any air imperviable insualtion shall be class II vapor retarder coating or covering in the direct contact with the underside of the structural sheathing. 5 Insulation shall be located in accordance with the following: 5.1 Item 5.1.1.1, 5.1.2, 5.1.3, OR 5.1.4 shall be met, depending on the air permiably of the insulation directly under the structural roof sheathing: 5.1.3 Where both air permable and air impermable insualtion are provided, the air impermable insulation shall be in direct contact with the underside of the structural roof sheathing 4.5" OF SPRAY ON CLOSED CELL INSUALTION (AIR-IMPERMABLE) (R-6.8 PER INCH) =R-30.6 10" UNFACED BATT (AIR-PERMABLE) (R-4.23 PER INCH) =R-30.0 =R-60.8 (R-49 MIN) (R-4.23 PER INCH) THIS UNVENTED ROOF ASSEMBLY SHALL ALSO BE USED AT WATERPROOF DECKS OVER CONDITIONED SPACE. -- A VAPOR RETARDER IS NOT REQUIRED AT UNVENTED RAFTERS AND DECK JOISTS OF WATERPROOF DECKS WINDOWS: FIXED =U-0.30 OPERABLE (AWNING AND CASEMENT) =U-0.30 PATIO DOOR AND SLIDING DOOR UNITS =U-0.30 INSULATION SUBCONTRACTOR MUST VERIFY THAT THE R-VALUES/U-VALUES OF PROPRIETARY PRODUCTS MEET OR EXCEEDS THE VALUES LISTED ABOVE AND THAT INSTALLATION PERFORMED IS PER MANUFACTURER'S SPECIFICATION. ALL WALL INSULATION SHALL COMPLETELY FILL STUD SPACES AND HAVE PROPER AIR-BARRIER SHEATHING ON BOTH SIDES OF THE STUD SPACES. INTERIOR WALLS ARE TO RECEIVE UNFACED SOUND ATTENUATION BATTS FOR ALL WALLS THAT DIVIDE HABITABLE ROOM (EXAMPLE: BEDROOM TO CLOSET WALL DOES NOT NEED SOUND INSULATION BEDROOM TO HALLWAY OR BEDROOM TO BEDROOM DOES) 2X6 = R-19 2X4 = R-13 DESIGN INSULATION VALUE SUMMARY PARTY WALL crawlspace PROVIDE VAPOR BARRIER OVER GRADE AND UP FOUNDATION WALL AT LEAST 6" AND TAPE/SEAL TO WALL. R-13 ON THE EXTERIOR WALLS OF CRAWLSPACE. R-49 IN THE FLOOR JOISTS ABOVE. (VAPOR BARRIER AGAINST THE FLOOR SHEATHING) 92% MIN. EFF. OF BOILER FOR RADIANT INFLOOR HEATING SYSTEM PROVIDE SIDE ARM FOR HOT WATER 92% MIN. EFF. OF BOILER FOR RADIANT INFLOOR HEATING SYSTEM PROVIDE SIDE ARM FOR HOT WATER FLUE ROUTING FOR BOILER. (JOG FLUE ABOVE FOUNDATIN WALL) BOILER FLUE RADON STACK PIPING TO RISE THRU FLOOR ABOVE IN THIS LOCATION RADON STACK PIPING IN THIS LOCATION MECHANICAL W101 MECHANICAL E102 PARTY WALL ROOF FORM WITHOUT VENTING 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS7/5/2017 3:35:29 PMA0.3ECO SHEET16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado12" = 1'-0" ECO SHEET NOTES 1/4" = 1'-0" DESIGN INSULATION VALUES 1/8" = 1'-0"1 LOWER LEVEL KEY PLAN No. Description Date1 Revision 1- BUILDING DEPT COMMENTS7-5-171/8" = 1'-0"2 KEY ROOF PLAN 1 01/02/18 24 "COT TONWOODEDGEOFASPHALTD AVO S TRAIL 50' RO W LOT 18 ED G E OF CONCRETE LOT BLOCK B ASPE N GR OVE 4" P I N E6" PI NE 8 " P I NE8 " PI NE FOUND #5REBA RS3 6°37'14"E -3 .99 'FR OM L OTCORN E RTV PE D 1 2 " P I NE FO UND 11 _2" B LA N KAL UM I NUMCAP FOU ND REBAREDGE OF ASPHALTFOU ND # 5 R EBARWITHWA SH E RRI M E L =80 28 . 3 North 42' 44' 46' 48' 50' 52' 54' 56' 58' 60' 66' 68' 70' 34' 32' 32' 34' 36' 38' 42' 44' 46' 48' 50' 40' 52' 54' 56' 58' 60' 68' 70' 28' 30' 56' 56' 55' BASI SOF BE A R I NGS 5 6° 1 1'37" W 377. 1 1'BOUL DE R WAL L BOU L D ER WAL L CUL VERT I NL ETLOT9 LOT 1 0 LOT 1 7LOT 1 9LOT 8BUI LD I NGCORN E R BU I LD I NG CORN E R BUI LD I N GCO RN E R15' SIDESETBACK15'SIDESETBACK15' BACK SETBACK 20' FRONT SETBACK 7' UTILITY EASEMENT RECEPTION NO. 103252 large evergreen trees P Q TVCO S8030 8040 80 50 806 0 80 70 DN DN DN DN DN DN DN 32/47/57'6 8047' - 2" 8031' - 9 3/4" 8030' - 0" T.O. WALL B.O. WALL 4' T.O. WALL B.O. WALL 3'8036' 8033' 8043' 8039' 8054' - 0" 8042' - 2" 8055' - 2" T.O. WALL B.O. WALL 4'8047' 8043' T.O. WALL B.O. WALL 4'8054' 8050' T.O. WALL B.O. WALL 4'8054' 8050' T.O. WALL B.O. WALL 6' 8060' 8054' 8% 5% <5% grade10' - 6 1/2"8% grade at centerline 18' - 9" 3'-0" pan at street T.O. WALL B.O. WALL 3'-3" 8041'-3" 8037' T.O. WALL B.O. WALL 3' 8049' 8046 T.O. WALL B.O. WALL 2' 8039' 8037' T.O. WALL B.O. WALL 3'-3" 8045'3" 8042' 3'-0" pan at street 8030' - 6" 8029' - 0" T.O. WALL B.O. WALL 6' 8056' 8050' 8057' - 9" MIN 2' - 0" 8049' - 6" seat wall 17' - 6" 7' - 6" hot tub 52' 54' 56' 58' 8049' - 7" 8032' - 10" 8031' - 4" 8032' - 11" 8037' - 1" 8041' - 11" T.O. WALL B.O. WALL 3'8035' 8032' T.O. WALL B.O. WALL 3'8037' 8034' 8036' - 11" wall stepping downhill with grade T.O. WALL B.O. WALL 3' 8049' 8046' 4' - 6" 2' - 0" 8045' - 3" T.O. WALL B.O. WALL 4' 8047' 8043' 8040' - 3 1/2" 5' - 3" 8" GUEST PARKING EXTERIOR GUEST PARKING EXTERIOR 22' - 2 1/2" 20' - 6" Gas Meter Gas meter in grade under porch over hang elec meter,phone and cable in side wall of garage. Provide 3'X3' flat area in fron of meter closet connect to gas line in ditch elec meter phone and cable in side wall of garage WATERPROOF DECK AT MAIN LEVEL WATERPROOF DECK AT MAIN LEVEL WATERPROOF DECK AT UPPER LEVEL SEW E R SEW E R SEWE R SEW E R SE W E R SE W E R 8034' - 3 1/4" 8032' - 1 3/8" TV TV TV TV TV TV TV TV TV PHONE PHONE PHONEPHONE PHONE PHONEPHONEPHO N E CONNECT TO WATE R LINE IN STREET OR EASEM ENTWATER WATERCONNECT TO WATERLINE IN STREET OREASEMENTWATER WATER8% 5%25' - 0 5/8" 41' - 11 5/16"X X X X X X X X X X X X X X X X X X X X XLIMITS OF DISTURBANCE FENCING XX X X X X X X X X X X X X X X X LIMITS OF DISTURBANCE FENCINGWITH SILT FENCINGX XX X X X X X X X X X X X X X LIMITS OF DISTURBANCE FENCINGWITH SILT FENCING PROVIDE JUTE ROLES STAKED IN DRAINAGE DITCH/SWALES (TYPICAL) PROVIDE STRAW AND PLASTIC NETTING ON SLOPES FOR ERROSION CONTROL AND TO HOLD RESEEDING IN PLACE CONNECT THE (2) CONCRETE PANS AT STREET. CULVERTS WILL NOT BE REQUIRED (PER PUBLIC WORKS REVIEW) PROVIDE JUTE ROLES STAKED IN DRAINAGE DITCH/SWALES (TYPICAL) 8057' - 9" 8046' - 0" WATERPROOF DECK AT UPPER LEVEL T.O. WALL B.O. WALL 6'8044' 8038' undisturbed area 5197.5 s.f. 15' - 0 5/8"PARTY WALL T.O. WALL B.O. WALL 4' 8062' 8058'21' - 3 5/8"MAX STAIR INTO SETBACK 7' - 6" STAIR CONSTRUCTED OF THICK LIMESTONE PIECES IN GROUPS OF 3. PROVIDE 3'-0" MIN LANDING AS MEASURED AT CENTERLINE OF STAIR WALKWAY MINIMUM TREAD = 11" FD. FD. FD. FD. CAST IN PLACE WALL8030'-1" ++ 8029-10"8029'-1" +8028'-10" +8029'-1" +8028'-10" +8030'-1" ++ 8029-10"8029'-7.6" +8030'-0.4" +8030'-6" +10' - 0"10' - 0" + 8029-11"+ 8030'-8.6"+ 8031'-1.4"+ 8031'-5.2"8028' -11" +8029'-8.6" +10' - 0"8030'-4" +R @7 3/16"19 8054' - 7 1/2"8052' - 10 7/16" 8051' - 0 7/8" 8049' - 3 5/16" 8047' - 5 11/16" 8045' - 8 1/8" 8043' - 10 9/16"3'-0" MIN970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS7/5/2017 3:35:31 PMA1.1SITE PLAN16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1/8" = 1'-0"1 0.0 SITE PLAN True North Project North Drive area: West unit: 608 s.f. of drive East unit: 503 s.f. of drive Snow storage = (required =30% of Drive area): West unit snow storage= 182.4 s.f. required, 200 s.f. provided East unit snow storage= 150.9 s.f. required, 175 s.f. provided Parking per unit = 3 spaces, (2 interior and 1 exterior)No. Description Date1 Revision 1- BUILDING DEPT COMMENTS7-5-1701/02/18 24 "COTT O NWO O D EDGEOFASPHALTD AVO S TRAIL 50' RO W LOT 18 ED G E OF CONCRETE LOT BLOCK B ASPEN GRO VE 4 " PIN E6" PI N E8" PI N E8 " P I NEF OUND #5REBARS3 6°37'14"E-3 .99 ' FROM L OT CORN E R TV PED 1 2 " PI NE FO UND 11 _2"BLANKALUM I N U MCAPFOUN D R EBAR EDGE OF ASPHALT FOUN D #5REBA RWI T HWAS HE RR I M E L =8 0 2 8 . 3 North 42' 44' 46' 48' 50' 52' 54' 56' 58' 60' 66' 68' 70' 34' 32' 32' 34' 36' 38' 42' 44' 46' 48' 50' 40' 52' 54' 56' 58' 60' 68' 70' 28' 30' 56' 56' 55' BASI SOF BE A R I NGS56° 11'37"W 377. 1 1'BOUL DER WAL L BOULDER WAL L CUL VERT I NL ET LOT9 LOT 1 0 LOT 1 7LOT 1 9LOT 8BU I L D I N GCO RNER BU I L D I NG CO RNER BUI L D I NGCORNE R15' SIDESETBACK15'SIDESETBACK15' BACK SETBACK 20' FRONT SETBACK 7' UTILITY EASEMENT RECEPTION NO. 103252 large evergreen trees P Q TVCOS80 30 8040 80 50 806 0 80 70 DN DN DN DN X X X X X X X X X X X X X X X X X X X X LIMITS OF DISTURBANCE FENCING XX X X X X X X X X X X X X X X X LIMITS OF DISTURBANCE FENCINGWITH SILT FENCINGX XX X X X X X X X X X X X X X LIMITS OF DISTURBANCE FENCINGWITH SILT FENCING PROVIDE JUTE ROLES STAKED IN DRAINAGE DITCH/SWALES (TYPICAL) PROVIDE STRAW AND PLASTIC NETTING ON SLOPES FOR ERROSION CONTROL AND TO HOLD RESEEDING IN PLACE MAINTAIN TREE GROUPINGS IN EXISTING GROVE OF TRESS AS POSSIBLE AND PRACTICAL QA L L CE QA Q A QA CSLLLL LLCE CS FC FC CS T RTR TR TR T R TR TR TR CREEPING JUNIPER TO BE ENCOURAGED TO GROW DOWN ASD UP BOULDER WALL PLANT A VARIETY OF SEDUM PLANTS IN SPACES BETWEEN BOULDERS PERINNIALPLANTINGTR T R T R T R PERINNIAL PLANTING MIXED IN WITH GROUND COVERS CELLCELLLL CE CE CE C E CE C E LL L L 15' - 0".T R TR LL CE C E CE EXTEROIR LIGHTING SHOWN ON THIS PLAN 2 LIFTS OF 1 1/2" OF ASPHALT ON 4" GRAVEL ROAD BASE 2 LIFTS OF 1 1/2" OF ASPHALT ON 4" GRAVEL ROAD BASE PROVIDE JUTE ROLES STAKED IN DRAINAGE DITCH/SWALES (TYPICAL) SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP T R T R T R T R T R LIGHTLIGHT AT LL GARAGE AT LL GARAGE LIGHT AT ML DECK LIGHTAT ML ENTRYUPPER LVL DECK RECESSED CAN IN SOFFIT LIGHT AT UL TERRACE LIGHTSTAIR STEP LIGHT LIGHT STAIR STEP LIGHT LIGHT STAIR STEP LIGHT LIGHT LIGHT ST A IR STEP LIG HT LIG HT LIG HT ENTRY AT JR. MASTER LVL LIGHT LIGHT AT ML TERRACE STAIR STEP LIGHT LIGHT LIGHT LIGHTLIGHT AT LL GARAGE AT LL GARAGE LIGHT AT ML DECK STEP LIGHT IN WALL LIGHTLIGHT LIGHTLIGHT LIGHT LIGHT STEP LIGHT IN WALL LIGHTLIGHT LIGHT 9 WALL TYICAM EXTERIOR FIXTURES (MOUNTED ABOVE 18") 1 RECESSED LIGHT AT UPPER LEVEL EAST DECK TOTAL = 10 FIXTURES (<15 ALLOWED) 16 STEP LIGHTS SP SP SP25' - 0 5/8"PARTY WALL LIGHT FD. FD. snow storage snow storage QA Deciduous Trees Count QUAKING ASPEN (POPULUS TREMULOIDES) 1.5" to 2.5" CAL. Size 4 6 Symbol Name Deciduous Shrubs LL DWARF KOREAN LILAC (SYRINGA MEYERI 'PALABIN') OR Fendler ceanothus, mountain-lilac #5. 10 42 CE #5 13COTONEASTER DAMMERI CORAL BEAUTY (COTONEASTER DAMMERI) GC Perennial Ground covers 1000 square feet of cover. CS Conifer Trees 8'-10' tall 3 3 Colorado Spruce (Picea pungens) Mulched Areas SHREDDED BARK MULCHED AREA - AROUND TREES AND SHRUBS NOT COVERED BY GROUND COVER Natural Grass Areas (reveg) MIX OF GRASSES AND FESCUE SEED. ARKANSAS VALLEY SEED COMPANY, NATIVE LOW GROW MOUNTAIN MIX. A SPRAY MIX OF FERTILIZER AND SEED WILL BE APPLIED TO ALL DISTURBED AREAS OF THE SITE AND BE TEMPORARY DRIP IRRIGATED. MULCH NG Temporary Drip Irrigation as needed to establish GROUND COVER NATURAL GRASS AREA IRRIGATION NOTE: 1 ALL RESEEDED AREAS ARE TO TEMPORARY DRIP IRRIGATION 2 THE GROUND COVER AND PLANTING BEDS ARE TO RECIEVE PERMANENT MICRO SPRAY AND DRIP IRRIGATION TOTAL OF PERMANENT DRIP AND SPRAY IRRIGATION AREA OF 1,500 S.F. SNOW IN SUMMER, STONECROP, CREEPING PHLOX, NATIVE LOW-GROW GRASSES, ROCKY MTN. FESCUE 1000 square feet of cover. QA CS L LSP T R CE TR Evergreen Shrubs Trailing Rosemary (Rosmarinus officinalis 'prostratus') 20 20 #5. SP #5 19SPIREA, ANTHONY WATERER (Spiraea japonica ‘Anthony Waterer’) 1700 square feet of cover. FC FRUITLESS FLOWERING CRABAPPLE (Malus 'Spring Snow' ) (15' TALL MATURE HT) 2" CAL. 2 FC 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS7/5/2017 3:35:33 PMA1.2LANDSCAPE PLAN16702655 Davos TrailPERMIT SET04-28-17 Custom Duplex atVail Colorado1/8" = 1'-0"1 0.0 LANDSCAPE PLAN 1" = 10'-0" LANDSCAPE PLANT LIST No. Description Date1 Revision 1- BUILDING DEPT COMMENTS7-5-1701/02/18 24 "COT T ONWO ODEDGEOFASPHALTDAVO S TRAIL 50' R O W LOT 18 ED G E OF CONCRETE BLOCK B ASPEN GR O VE 4" PI NE6" PI NE8 " P I NE8 " PI NE FOUND #5REBA RS3 6°37'14 " E-3 .99 'FROM L OTCORN E R TV PE D 1 2 " P I NEFOUND 11 _2" B LAN KAL UM IN UMCAPFOU N D REBAR EDGE OF ASPHALT FO UND # 5 R E BARWI THWASH ER R I M E L =8 0 28 . 3 North 42' 44' 46' 48' 50' 52' 54' 56' 58' 60' 66' 68' 70' 34' 32' 32' 34' 36' 38' 42' 44' 46' 48' 50' 40' 52' 54' 56' 58' 60' 68' 70' 28' 30' 56' 56' 55' BA S I SOF BE A R I NG S 5 6° 11'37"W 377.11'BOUL DE R WAL L BOULDER WAL L CUL VERT I NL ETLOT9 LOT 1 0 LOT 1 7LOT 1 9LOT 8BUI LDINGC OR NE RB UI LD IN G C ORNER BUI LD I N GCO RNE R15' SIDESETBACK15'SIDESETBACK15' BACK SETBACK 20' FRONT SETBACK 7' UTILITY EASEMENT RECEPTION NO. 103252 large evergreen trees P Q TVCO S80 30 8040 8050 806 0 8070 DN DN DN DN X X X X X X X X X X X X X X X X X X X X LIMITS OF DISTURBANCE FENCING XX X X X X X X X X X X X X X X X LIMITS OF DISTURBANCE FENCINGWITH SILT FENCINGX XX X X X X X X X X X X X X X LIMITS OF DISTURBANCE FENCINGWITH SILT FENCINGPROVIDE JUTE ROLES STAKED IN DRAINAGE DITCH/SWALES (TYPICAL) PROVIDE STRAW AND PLASTIC NETTING ON SLOPES FOR ERROSION CONTROL AND TO HOLD RESEEDING IN PLACE PROVIDE JUTE ROLES STAKED IN DRAINAGE DITCH/SWALES (TYPICAL) Proposed DISTURBANCE OF 10,802 s.f. 68.5 % 41' - 9"JOB SIGN DUMPSTERCONSTRUCTION TLT MATERIAL STAGING AND STORAGE IN DRIVEWAYS AND IN GARAGES (CONTRACTOR TO OBTAIN THE PROPER RIGHT OF WAY PERMITS) PARTY WALL 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS7/5/2017 3:35:35 PMA1.3CONSTRUCTION MGMT16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1/8" = 1'-0"1 0.0 CONSTRUCTION MANAGEMENT No. Description Date01/02/18 UP UP DN DND WDN DN UP A3.0 A3.12 1 3' - 9"22' - 6" 22' - 11 1/2" 15' - 6 1/2" 13' - 5 1/2" 10' - 3 1/2"8031' - 0" 8% 8% 8031'-0"+ 5% 8031' - 6" 2 A4.1 8030' - 0" GUEST PARKING EXTERIOR31' - 3"4' - 6 1/2" 1' - 5 1/2"10' - 3 1/2" 16' - 6" 8' - 6"8' - 0" 8034' - 6" 24' - 3" 25' - 2 1/2" 8" 1' - 2" 4' - 4" 21' - 1" 1' - 2" 1 A4.2 8034' - 3 1/4" 8032' - 1 1/8" 8034' - 6" 8031' - 0" 8032' - 0" 8030' - 9" 8031' - 3 3/16" 8032' - 10" 8032' - 11"5' - 8"5' - 7" 20' - 0" FD. FD. 1 4 A4.2 3 A4.1 1 A4.1 4' - 6 1/2" 18' - 5" 12' - 10" 8' - 2 1/2" 1' - 5 1/2"8032' - 6" 2 A4.3 8" 3' - 10 1/2" R @ 6"4 2 A4.2 3 A4.2 1 A4.3 1' - 0" 24' - 0" 1' - 0" 8' - 5 1/2" 6" 3' - 6" 1' - 0" 3' - 6" crawlspace PROVIDE VAPOR BARRIER OVER GRADE AND UP FOUNDATION WALL AT LEAST 6" AND TAPE/SEAL TO WALL. R-13 ON THE EXTERIOR WALLS OF CRAWLSPACE. R-49 IN THE FLOOR JOISTS ABOVE. (VAPOR BARRIER AGAINST THE FLOOR SHEATHING) GUEST PARKING EXTERIOR elec meter phone and cable in side wall of garage 4 A4.1 < 5'-0" INTO FRONT SETBACK 4' - 11 3/4"8031' - 6" GARAGE W100 MECHANICAL W101 MUD ROOM W102 LAUNDRY W103 RES. ENTRY W104 COATS W105 ENTRY W106 JR. SUITE BEDROOM W107 WC W108 BATH W109 CLOSET W110 GARAGE E100 RES. ENTRY E101 MECHANICAL E102 SKI ROOM E103 2 A4.4 FD. FD. 8032' - 6" 8032' - 0" 8032' - 0" FD. FD.8034' - 5 3/4" E100A E100B W108 W106 1 32 W107 W109 W110 W104 R @ 7 1/2" 3 W103W101 W100 E103 E102 LINEN 46' - 11 1/2" 14' - 9" 5' - 9" 1' - 5 1/2" 7' - 2 1/2" 15' - 7" 1' - 5 1/2" 6' - 10" 12' - 10 1/2" 3' - 4 1/2" 7" 1' - 2 1/2" 12' - 11 1/2" 6' - 10 1/2" 6' - 1 1/2" 9' - 5" 5' - 9" 5' - 4" 7' - 1" 3' - 8"4' - 0 1/2"3 1/2" 6' - 6 1/2" 3' - 4 1/2"2' - 0 1/2" 8" 3 '- 0". 4"18' - 0" 4" 3' - 8" R @ 7 3/4"183' - 6"3' - 8" 4' - 1" 3' - 7" 11' - 8 1/2"5' - 3"19' - 3 1/2"7' - 6" 2' - 2 1/2" 3' - 10 3/16" 130° R @ 6 1/2"9 R @ 6"8 R @ 6"34' - 0" 2' - 0" 8' - 2 3/4"8' - 0" 3' - 0"1' - 0"7' - 0" 4' - 7" 4' - 6"49' - 2 1/2"26' - 0" 18' - 11" 1' - 2" 26' - 7" 9' - 5"3' - 0" 11' - 0 1/2"5' - 3" 4" 18' - 0" 4" 2' - 8" 10' - 6" 3' - 5" 5' - 0" 10' - 0"2' - 0" planter to jog in partywall foundation12' - 0"1 A4.4 PARTY WALL 7" 7" 7" 4' - 1" column 3' - 2 3/4"1' - 8 3/4"column 12' - 9"2 1/2"1' - 6" 1 A5.2 92% MIN. EFF. OF BOILER FOR RADIANT INFLOOR HEATING SYSTEM PROVIDE SIDE ARM FOR HOT WATER 92% MIN. EFF. OF BOILER FOR RADIANT INFLOOR HEATING SYSTEM PROVIDE SIDE ARM FOR HOT WATER 3'x3' ACCESS DOOR INTO CRAWLSPACE FLUE ROUTING FOR BOILER. (JOG FLUE ABOVE FOUNDATIN WALL) W105 8032' - 6" 8034' - 6" BOILER FLUE RADON STACK PIPING TO RISE THRU FLOOR ABOVE IN THIS LOCATION RADON STACK PIPING IN THIS LOCATION 6' - 0" STEEL TUBE DECK COLUMN ON CONC. PIER R @6 13/16"19 PROVIDE 1 1/2"x3/4" STEEL BAR STOCK RAILING AT STAIRS WITH 4 OR MORE RISERS. TOP OF RAILING TO BE 3'-0" ABOVE THE STAIR NOSING . RAILING TO RETURN TO THE WALL OR TURN DOWN TO THE TOP OF LANDING AT TOP AND BOTTOM OF STAIR1' - 0"1' - 0"1 20 min. door on self closing hinges 20 min. door on self closing hinges 1 111"11"11" 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS7/5/2017 3:35:36 PMA2.0LOWER LEVEL PLAN16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1/4" = 1'-0" 1 A1.0 LOWER LEVEL True North Project North BLOWER DOOR TEST N1102.4.1.2 (R402.4.1.2) Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Zones 1 and 2, and 3 air changes per hour in Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the building official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the building official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.No. Description Date1 Revision 1- BUILDING DEPT COMMENTS7-5-1701/02/18 DW DWUP DN REF.DW W D REF. DN DN DN DN DN UPREF.DN DW UP DN A3.0 A3.2 A3.12 A3.1 1 1 1 26' - 0" bar 14' - 4 1/2" 15' - 4 1/2" 7" 7" 2 1/8" 3' - 5" 20' - 5 7/8" 2' - 0 1/2"3' - 9"1' - 5 1/2" 4' - 5 1/2"5' - 3 1/2" 8042' - 0"7' - 3 1/2" 1' - 3 1/2"1' - 3 1/2"3' - 10"4' - 10" 2 A4.1 20' - 6" 1' - 0" 8' - 0 1/2" 2' - 4 1/2" 2' - 1" 10' - 11"5' - 6 1/2"8' - 10" 10" 4' - 5 1/2" 9' - 1" 1' - 9" UNIT DIM7' - 0" 1' - 0" 15" deep pantry cabinets 8046' - 9 1/4" 8047' - 2" 7' - 6" 10' - 0" 8049' - 7" 1' - 5 1/2" 1' - 11" 3' - 8" 2' - 1 1/2" 12' - 0" 3' - 4 1/2" 7" 1' - 2 1/2" 6' - 7" 14' - 0 1/2" 8" 8' - 0 1/2" 24' - 3" 46' - 11 1/2" 14' - 9" 85' - 11 1/2" 1 A4.2 2' - 6" 5' - 5" 2' - 6"4 1/2"1' - 5 1/2" 13' - 8" 4' - 0" 5' - 9 1/2"21' - 0 1/2"18' - 4" 8030' - 9" 8041' - 11" 8047' - 0" 8034' - 6" 8042' - 0" 8049' - 6" 4 A4.2 GAS FIREPLACEGAS FIREPLACE HIGH WINDOWS3 A4.11 A4.1 12' - 6"9' - 0" 5' - 10 1/2"1' - 2"6' - 6" 5' - 6" 3' - 8" 3' - 0" 6' - 3"1' - 5" 5' - 5 1/2" 6' - 5 1/2" 4' - 0 1/4" 15' - 1 1/2" 9 1/4"4' - 0" 2' - 0 1/2" 4' - 1 1/2" 2 A4.3 8045' - 10" 2 A4.2 3 A4.2 1 A4.3 4 A4.1 POWDER E206 DINING E205 KITCHEN E202 MUD ROOM E207 LIVING E200 ENTRY E201 PANTRY E203 LAUNDRY E204 LIVING W200 DINING W201 KITCHEN W202 POWDER W203 LANDING W204 MASTER BEDROOM W205 MASTER BATH W206 WC W207 M. CLOSET W208 WEST TERRACE WATERPROOF DECK WATERPROOF DECK ENTRY PORCH 2 A4.4 2 A4.4 3' - 10 1/2" 4' - 6" COORDINATE WITH MULTI SLIDE UNIT DIM 16' - 0" 1' - 0"1' - 6" 11' - 0" 10' - 11" 1' - 2" 10' - 6 1/2" 16' - 0 1/2" gas fireplace appliance 8044' - 8 11/16" 8042' - 0"8057'-8 1/2" top plate8062'-9 1/2" top plate3' - 2" 1 A4.4 1 A4.4 E200 E204 W206 W205A W207 W208 W203 W200A W200B 14 13 4 5 E206 E207 E201 33 20 21 W205B 76 32 31 25 26 2423 35 36 16 15 34 19 22 17 18 7' - 0" 6' - 8"22' - 6"18' - 4" 9' - 0"1' - 8" 9' - 2" 1' - 8" 3' - 2"9" 6' - 3"13' - 6" 16' - 10" 18' - 8"1' - 0"COORDINATE WITH MULTI SLIDE UNIT DIM12' - 2" +/- 2' - 4 1/2" 2' - 9 1/2" 10' - 0"STEP IN TOP OF FNDN WALL8' - 0" DEEP SET WINDOW SEE UPPER LEVEL FOR TRAP WINDOW CALL OUTS 2' - 6"4' - 0" 2' - 7" 9' - 9" 4' - 7 1/2" 1' - 6" 3' - 0" 8' - 0" LINE OF FRAMED WALL BELOW 6' - 0" 4' - 6 1/2"1"15' - 7" 9' - 5" 3' - 10 3/16" 5' - 0" 8" PARTY WALL 11 1/2" 7' - 2" 5' - 6" 1' - 1 1/2" 2' - 0" 5' - 2" 5' - 2 1/2"20' - 3 1/2"8' - 7 1/2" 10' - 7" 4' - 0" 2' - 0 1/2" 6' - 7 9/16"R @6 1/2"9 R @ 6"8 R @6"3 8037' - 0 3/4" 8037' - 0 7/16" 8032' - 11" 8032' - 10" 8031' - 4" 8041' - 11"6' - 6" 8' - 1"7" 2 1/8" 3' - 5" 6" 3' - 5" 2' - 6 7/8" 8042' - 2"top of finish top of finish top of finish top of finish top of finish top of finish top of finish top of finish top of finish top of finish 8047' - 2" 7" 4' - 1" 22' - 6" column 5 A5.1 STEEL TUB COLUMN 1 A5.2 JOG FLUE DRYER EXHAUST BOILER FLUE RADON STACK PIPING RADON STACK PIPING IN THIS LOCATION 6' - 0" 10' - 0"FD. FD. CONSTRUCT A VAULT FOR HOT TUB, CLAD IN STONE VENEER SERVICE ACCESS ACCESS SERVICE PANEL COORDINATE DOOR HEIGHT AND HEADER DEPTH R @ 7 3/4"18 R @ 7 1/2"19 R @ 7 7/16" 21 PROVIDE A 1 1/2"x3/4" STEEL BAR STOCK RAILING AT STAIRS WITH 4 OR MORE RISERS. TOP OF RAILING TO BE 3'-0" ABOVE THE STAIR NOSING . RAILING TO RETURN TO THE WALL OR TURN DOWN TO THE TOP OF LANDING AT TOP AND BOTTOM OF STAIR 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS7/5/2017 3:35:38 PMA2.1MAIN LEVEL PLAN16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1/4" = 1'-0"1 A2.0 MAIN LEVEL True North Project North No. Description Date1 Revision 1- BUILDING DEPT COMMENTS7-5-1701/02/18 DN DN DN DN DN DN DN A3.0 A3.2 A3.12 A3.1 1 1 1 22' - 6"6" 1' - 4" 8' - 6" 4' - 6" 9' - 11" 8055' - 0" 8042' - 0" 8055' - 0" 8055' - 0" 8057' - 9" 24' - 3" 24' - 6 1/2" 1' - 2" 8' - 11 1/2" 12' - 3 1/2" 6' - 4" 4' - 11" 3' - 6" 2 A4.1 71' - 2 1/2" 14' - 9" 5' - 4 1/2" 3' - 3 1/2" 2' - 5" 9 1/2" 12' - 0" 1' - 2" 4' - 9" 4' - 2 1/2" 12' - 3 1/2" 14' - 9"12' - 11"16' - 0" 4' - 1" 6' - 6" 4' - 0" 85' - 11 1/2" 1 A4.2 12' - 5 1/2" 12' - 5 1/2" 8' - 6" 15' - 4 1/2" 1' - 2" 3' - 10" 11" 5' - 1 1/2" 6' - 10" 4' - 6 1/2"6' - 0"2' - 5" 14' - 1" 8054' - 0" A0.2 1 A0.2 3 A0.2 4 4 A4.2 4' GAS APPLIANCE FIREPLACE 3 A4.1 1 A4.1 6' - 3"13' - 1" 4' - 2" 2 A4.3 2 A4.2 3 A4.2 1 A4.3 18' - 0 1/2"4' - 5 1/2" 8' - 6" 3' - 0 1/2"2' - 3 1/2" 3' - 7 1/2" 4' - 10 1/2" 4 A4.1 1' - 6"2' - 11" 4' - 5" 2 A4.4 FAMILY W300 LANDING W301 CLOSET W302 BEDROOM W303 BATH W305 BEDROOM W306 CLOSET W307 BATH W308 CLOSET W309 BEDROOM W310 FURR EXTERIOR WALL SO THAT TLT WASTE CAN CLEARLY PASS FOUNDATION WALL BELOW BATH E302 BEDROOM E303 CLOSET E301 CLOSET E306 MASTER BATH E305 MASTER BEDROOM E307 CLOSET E308 BEDROOM E309 LANDING E300 WATERPROOF DECK 8' - 10" 3' - 5" 8' - 0 1/2" BATH W304 1 A4.4 4' - 0" 7' - 0" 4' - 1" 3' - 0" 2' - 5" 2' - 0" 109 8 COORDINATE TRANSOM TRAP WINDOWS WITH MULTI-SLIDE DOOR BELOW 8070' - 6" top plate 8066' - 1" top plate PARTY WALL PARTY WALL 7" 7" 13' - 10 1/2"12' - 10 1/2" 8066' - 1" top plate8066' - 1" top plate 39 E309B E305BE306 E303A W303 47 46 W306 W310 W307 E310 E308 E304 E305A E303B 73 75 74 76 W309W308 77 38 E309A 54 52 53 51 50 49 60 5958 57 6261 6667 70 71 69 68 63 64 65 E307B E301 72 E302 E307A 5655 44 W305 37 W300 W304 W302 5' - 0" 3' - 6" WC E304 HIGH WINDOWSTOP OF FINISHTOP OF FINISH 8065' - 1" top plate 5' - 7 1/2" 14' - 4 1/2" 4' - 2" 1' - 0" 6' - 3" 5' - 10"7"10' - 6 1/2" 8' - 5 1/2" 5' - 1" 2' - 6" 9' - 5"9"1' - 0" 23' - 10 1/2" 3' - 0" 22' - 6"8' - 1"8072' - 3 3/4" top plate15' - 2"8063' - 1" top plate5' - 9"16' - 9 1/2" 7' - 6" 4' - 2 1/2"R @ 7 1/2"19 5 1/2"3' - 8" 8' - 9 1/2" BATH E310 40 8070' - 6" top plate 41 42 5 A5.1 8055' - 2" 3' - 10 1/2" 1 A5.2 JOG RADON PIPING IN M BATH CEILING VOID TO GET PROPER CLEARANCE FROM BOILER FLUE WDW 48 IS HIGH ANS CENTERED ON STAIR 13' - 0" 2' - 8 1/2" BOILER FLUE RADON STACK PIPING IN THIS LOCATION 8069' - 10" top plate 8067' - 10" top plateCOORDINATE DOOR LOCATION WITH FLUE PIPE RUN 8055' - 0" 8054' - 7 1/2" 8054' - 0"TOP OF SLAB TOP OF SLAB 8054' - 7 1/2" TOP OF SLAB CONSTRUCT A VAULT FOR HOT TUB, CLAD IN STONE VENEER TOP OF SEAT TO BE 18" ABOVE ADJACENT PATIO HEIGHT SERVICE ACCESS FD. FD.1' - 7"FLUE CHASE FROM MAIN LEVEL FIREPLACE 5' - 6" 120 ° v erify2' - 0 "RUN FLUE FROM MASTER FP TO CHIMNEY MASS ON ROOF 1' - 3 7/16" 1 A5.1 R @ 7 7/16" 21 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS7/5/2017 3:35:40 PMA2.2UPPER LEVEL PLAN16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1/4" = 1'-0"1 A3.0 UPPER LEVEL No. Description Date01/02/18 24"COTTONWOODEDGEOFASPHALTFOUND 1 1 _2"BLANKALUM I NUMCAP42' 44' 46' 48' 50' 52' 54' 56' 58' 60' 6' ' ' 40'32' 34' 36' 38' 42' 44' 46' 48' 50' 40 52 54 56 58 6 56' 56' 55'AL L 15' SIDESETBACK15'SIDESETBACK20' FRONT SETBAC K 8040 8050 8060 DN DN DN DN DN A3.2 A3.12 A3.1 1 1 1 2 A4.1 1 A4.2 1 A0.2 3 A0.22 A0.2 4 4 A4.2 nat grade :8043'-0" Finshed grade at drive 8032'-0" ridge: bldg ht =32'-11" 3:12 nat grade :8044'-0" fin. grade :8032'-0" DECK: bldg ht =15'-2" 8034' - 4 7/8" nat grade :8044'-6" terrace below: 8034 4 3/4" parapet: bldg ht =23'-4" nat grade :8050'-3" ridge: bldg ht =23'-9 1/2"nat grade :8043'-0" ridge: bldg ht =29'-0" 8071' - 5 3/4" nat grade :8046'-0" finishes grade :8039'-9" ridge: bldg ht =31'-2 1/4" nat grade :8040'-0" ridge: bldg ht =30'-6" nat grade :8043'-6" finished grade" 8036'-9" ridge: bldg ht =27'-1 3/8" 8036' - 9"8063' - 10 3/16" 8070' - 5 9/16" nat grade :8039'-0" fin. grade :8031'-0" DECK: bldg ht =11'-2" 8042' - 2" nat grade :8040'-6" fin. grade :8034'-0" DECK: bldg ht =21'-3" 8055' - 2" 3:12 2:123:12 2:12ASPHALT SHINGLES ON WATERPROOFING MEMBRANE ON ROOF SHEATHING ON ROOF RAFTERS (TYPICAL) 3 A4.1 1 A4.1 2 A4.3 2 A4.2 3 A4.2 1 A4.3 8057' - 11" 8073' - 11 3/16" 8064' - 11" 8072' - 1" 4 A4.1 2 A4.4 ASPHALT SHINGLES ON WATERPROOFING MEMBRANE ON ROOF SHEATHING ON ROOF RAFTERS (TYPICAL) 4' - 0" 2' - 6" 2' - 6" 1' - 6"8"1' - 6"2' - 6"1' - 6"2' - 8 15/16"2' - 6"5' - 0"6' - 0"2' - 0"3' - 0"3' - 6"2' - 0"this roof is over livable area below, therefore this does not count as grfa 21' - 3 1/4" 8040' - 3 1/2" 1 A4.4 PARTY WALL 5 A5.1 1 A5.2 1 A5.1 SNOW BRAKE SNOW BRAKE SEE STRUCTURAL DETAIL SNOW BRAKE SEE STRUCTURAL DETAIL 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS7/5/2017 3:35:41 PMA2.3ROOF PLAN & HT CALC16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1/4" = 1'-0"1 A4.0 ROOF PLAN No. Description Date1 Revision 1- BUILDING DEPT COMMENTS7-5-1701/02/18 A2.0 MAIN LEVEL 8047' - 0" A3.0 UPPER LEVEL 8057' - 9" Plate Height 8066' - 1" A1.0 LOWER LEVEL 8032' - 0" A1.5 Jr MASTER LVL 8034' - 6" A1.9 MASTER LVL 8045' - 10" A1.9 MASTER LVL 8045' - 10"2' - 6"15' - 2"11' - 4"2' - 6" B 0.5 GARAGE 8031' - 0" B1.7 MAIN LEVEL 8042' - 0"13' - 0"11' - 0" B2.7 UPPER LVL 8055' - 0"3' - 6"10' - 9"15' - 0" 8' - 4"10' - 9" 1 A4.2 4' - 10 1/2"4' - 1 1/2" 1' - 11" 13' - 0"11' - 0" 8' - 4"13' - 10"VERTICAL ACCENT SIDING AT CORNER WINDOW TRIM 1x8 BARNWOOD SIDING ON THERMAL AND AIR INFILTRATION BARRIER ON SHEATHING ON 2X6 STUD WALL WITH R-25 BIBBS INSULATION ALUM CLAD WOOD WINDOWS HIGN DEF. TRI-LAM ASPHALT SHINGLES WATERPROOFING MEMBRANE ON WOOD ROOF SHEATHING ON ROOF RAFTERS- R59.22 BIBS INSULATION STONE VENEER ON DRAINAGE MEDIUM ON THERMAL AND AIR INFILTRATION BARRIER ON SHEATHING ON 2X6 STUD WALL WITH R-25 BIBBS INSULATION WEST TERRACE 8036' - 9" PLANTER EARTHEN BERM BETWEEN HOMES 3 :12 ALUM. GARAGE DOOR WITH TRANSLUCENT GLASS PANELS LIGHT FIXTURE ADDRESS NUMBERS 4 A4.2 RECTILINEAR CUT STONE ON THICKSET MOTAR BED ON DRAINAGE MEDIUM (MIRA-DRAIN WITH FILER FAFRIC) ON 2 LAYERS OF WATERPROOF MEMBRANE ON SHEATHING ON FLOOR JOISTS WITH SLOPED TOP TO GUTTER/DRAIN GAS METER GAS METER 3 A4.1 1 A4.1 2 A4.2 3 A4.2 23' - 5"4 A4.1 METAL PANEL AT CORNER AND BETWEEN WINDOWS/DOORS STONE VENEER CHIMNEY. sTONE VENEER ON DRAINAGE MEDIUM ON THERMAL AND AIR INFILTRATION BARRIER ON SHEATHING ON WOOD STUDS HORIZONTAL 2x12 SHIPLAPPED SIDING ON THERMAL AND AIR INFILTRATION BARRIER ON SHEATHING ON 2X6 STUD WALL WITH R-25 BIBBS INSULATION METAL PANEL ON MASS OVER ENTRY ENTRY DOOR ENTRY DOOR WEST 'A' EAST 'B' METER CLOSET High Plate Height (West) 8072' - 3 3/4"East-West High Plate Height 8070' - 6" West Living Room High Plate Height 8062' - 9 1/2" East Partywall Plate Height 8063' - 1" PARTY WALL East Master High Plate Height 8069' - 10" W106 W100 3 1 2 W200B 8 9 10 8' - 0"4' - 0" 4' - 0" 17 19 22 20 21 23 24 25 12' - 0" E200 34 33 E201 39 W300 43 44 45 46 47 8068' - 1" BTM OF HDR 8065' - 7" BTM OF HDR 50 51 52 E307AE309A 57 59 58 60 W205B 3:1 2 5 A5.1 1 A5.2 LARGE RECTILINEAR STONE TILE ON MORTAR ON 3" CONCRETE SLAB WITH RADIANT HEATING SYSTEM TUBING ON J DRAIN 1000 DRAINAGE MEDIUM/PROTECTION (OR SIMILAR) ON 2 LAYERS OF WATERPROOF MEMBRANE ON 3/4" SHEATHING ON SLOPING TOP CUT LVLS. R-30+ BLOWN IN BATTS INSULATION BETWEEN JOISTS. 40 41 42 48 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS7/5/2017 3:35:45 PMA3.0SOUTH ELEVATION16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1/4" = 1'-0"1 South Elevation Door Schedule Mark Width Height Comments E310 2' - 6" 8' - 0" W100 18' - 0" 8' - 0" W101 3' - 0" 8' - 0" W103 3' - 0" 8' - 0" W104 3' - 0" 8' - 0" 20 min. door on self closing hinges W105 2' - 6" 7' - 0" W106 4' - 0" 9' - 0" W107 2' - 10" 8' - 0" W108 2' - 6" 8' - 0" W109 2' - 6" 8' - 0" W110 2' - 6" 8' - 0" W200A 8' - 0"9' - 0" W200B 8' - 0"9' - 0" W203 2' - 6" 8' - 0" W205A 2' - 10" 8' - 0" W205B 6' - 0" 8' - 0" W206 2' - 6" 8' - 0" W207 2' - 6" 8' - 0" W208 2' - 6" 8' - 0" W300 3' - 0" 8' - 0" W302 4' - 6" 8' - 0" W303 2' - 10" 8' - 0" W304 2' - 6" 8' - 0" W305 2' - 6" 8' - 0" W306 2' - 10" 8' - 0" W307 2' - 6" 8' - 0" W308 2' - 6" 8' - 0" W309 5' - 0" 8' - 0" W310 2' - 10" 8' - 0" Door Schedule Mark Width Height Comments E100A 18' - 0" 8' - 0" E100B 3' - 0" 8' - 0" 20 min. door on self closing hinges E102 3' - 0" 8' - 0" E103 3' - 0" 8' - 0" E200 8' - 0"10' - 0" E201 3' - 6" 8' - 0" E204 2' - 10" 8' - 0" E206 2' - 6" 8' - 0" E207 2' - 6" 8' - 0" E301 2' - 6" 8' - 0" E302 2' - 6" 8' - 0" E303A 3' - 0" 8' - 0" E303B 2' - 10" 8' - 0" E304 2' - 4" 8' - 0" E305A 3' - 0" 8' - 0" E305B 2' - 6" 8' - 0" E306 2' - 6" 8' - 0" E307A 3' - 0" 8' - 0" E307B 2' - 10" 8' - 0" E308 5' - 0" 8' - 0" E309A 3' - 0" 8' - 0" E309B 2' - 10" 8' - 0" EAST UNIT DOOR SCHEDULE WEST UNIT DOOR SCHEDULE 16' - 0" 4 PANEL SLIDER XOOX 12' - 0" MULTI PANEL LIFT AND SLIDE 12' -0" MULTI PANEL LIFT AND SLIDE DOOR NEEDS TO BE 7' TO FIT UNDER STAIR-VERIFY HT IN FEILD No. Description Date1 Revision 1- BUILDING DEPT COMMENTS7-5-171 1 01/02/18 A2.0 MAIN LEVEL 8047' - 0" A2.0 MAIN LEVEL 8047' - 0" A3.0 UPPER LEVEL 8057' - 9" A3.0 UPPER LEVEL 8057' - 9" Plate Height 8066' - 1" A1.0 LOWER LEVEL 8032' - 0" A1.0 LOWER LEVEL 8032' - 0" 8056' - 0" 8054' - 0" 8050' - 0" 8047' - 3" 8047' - 2" 8049' - 7" 8048' - 0" EXISTING GRADE EXISTING AND PROPOSED GRADE 8043' - 0" 8047' - 0" 8038' - 0" 8042' - 0" 8036' - 0"3:123:122 A4.31 A4.3 2 A4.4 1 A4.4 West Living room Plate Height 8057' - 8 1/2"3:12top of finish inside top of finish outside 4 5 W200A 6 7 37 38 1 A5.1 B 0.5 GARAGE 8031' - 0" B1.7 MAIN LEVEL 8042' - 0" B1.7 MAIN LEVEL 8042' - 0" B2.7 UPPER LVL 8055' - 0" EXIST I NG GRA DE 7' - 6"8054' - 0" 8041' - 11" METAL CORNER TRIM 8037' - 0 1/4" 8032' - 10 1/16" A4.2 4 2 A4.3 1 A4.3 31' - 8 7/8"2 A4.4 High Plate Height (West) 8072' - 3 3/4"East-West High Plate Height 8070' - 6" 1 A4.4 East master bath Plate Height 8065' - 1" East Master High Plate Height 8069' - 10" 26 11 12 13 15 31 32 33 34 E201 35 36 49 53 55 54 56 61 62 63 64 5' - 0" 5' - 0" 8063' - 3" 65 8063' - 4" BTM OF HDR 3' - 3"10' - 1"8' - 3"2:12 DRYER VENT OT SIDE WALL 1 A5.1 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS7/5/2017 3:35:49 PMA3.1EAST AND WEST ELEVATIONS16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1/4" = 1'-0"1 West Elevation 1/4" = 1'-0"2 East Elevation No. Description Date01/02/18 A2.0 MAIN LEVEL 8047' - 0" A3.0 UPPER LEVEL 8057' - 9" Plate Height 8066' - 1" A1.0 LOWER LEVEL 8032' - 0" A1.5 Jr MASTER LVL 8034' - 6" B 0.5 GARAGE 8031' - 0" B1.7 MAIN LEVEL 8042' - 0" B2.7 UPPER LVL 8055' - 0" 2 A4.1 1 A4.2 23' - 9"24' - 8"4 A4.2 3 A4.1 1 A4.1 2 A4.2 3 A4.2 4 A4.1 High Plate Height (West) 8072' - 3 3/4" PARTY WALL East master bath Plate Height 8065' - 1" 8057' - 9" COUNTERFORTS REVIEW WITH STRUCTURAL CRAWLSPACE UNDER THIS PORTION 66 E305A 67 E303A 68 69 70 71 72 73 74 75 76 77 3:12 2:128056' - 6" 8056' - 0" 5 A5.1 1 A5.2 25' - 11"R308.4.3 Glazing in windows. Glazing in an individual fixed or operable panel that meets all of the following conditions shall be considered a hazardous location AND tempered glass is to used as glazing: 1. The exposed area of an individual pane is larger than 9 square feet (0.836 m2); 2. The bottom edge of the glazing is less than 18 inches (457 mm) above the floor; 3. The top edge of the glazing is more than 36 inches (914 mm) above the floor; and 4. One or more walking surfaces are within 36 inches (914 mm), measured horizontally and in a straight line, of the glazing. WINDOW NOTES: 1. ALL WINDOWS SHALL BE DOUBLE-PANED ALUM. CLAD WOOD WINDOWS UNLESS OTHERWISE NOTED. 2. U-VALUE OF .30 MAXIMUM (SEE INSULATION SUMMARY). 3. ALL WINDOWS TO RECEIVE LOW-E TREATMENT. 4. ALL SIZES SHOWN ARE NOMINAL. CONTRACTOR TO VERIFY ROUGH- OPENING SIZES WITH CHOSEN WINDOW MANUFACTURER. 5. WINDOWS MUST DISPLAY MANUFACTURER SPECS INCLUDING R-VALUES PRIOR TO COUNTY INSPECTIONS. 6. LOW AWNING WINDOWS SHALL RECEIVE MANUFATURERS' OPENING LIMITER AS REQUIREED BY BUILDING CODE 7. CONTRACTOR AND WINDOW SUPPLIER TO CONFIRM ALL LOCATIONS OF TEMPERED GLASS AND PROVIDE ACCORDINGLY. 8. ALL SLIDING AND HINGED PATIO DOORS ARE TO BE PROVIDED BY THE WINDOW MANUFACTURE. DOORS THAT ARE TALLER THAN WINDOW MANUFACTURER PRODUCES MAY BE PROVIDED BY ANOTHER MANUFACTURE, BUT FINISHES SHALL BE THE SAME AS TYPICAL. 9. ALL TRAPAZOIDE WINDOWS ARE TO BE FIELD VERIFIED FOR SIZE AND SLOPE. TRAPAZIODE WINDOWS TYPICALLY SHOULD BE THE SAME SLOPE AS THE ROOF CEILING ABOVE. 10. COORDINATE THE TRANSOM WINDOW SIZES SO THAT THE OVERALL WIDTH MATCHES THAT OF DOORS BELOW 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS7/17/2017 2:18:44 PMA3.2NORTH ELEVATION16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1/4" = 1'-0"1 North Elevation Window Schedule Mark Family Width Height Level Comments 60 Window-Picture 5' - 0" 5' - 0" B2.7 UPPER LVL 61 Window-Picture 3' - 0" 5' - 0" B2.7 UPPER LVL 62 Window-Casement 3' - 0" 5' - 0" B2.7 UPPER LVL 63 Window_Trapezoide 5' - 0" 4' - 0" B2.7 UPPER LVL 64 Window_Trapezoide 5' - 0" 3' - 2" B2.7 UPPER LVL 65 Window-Picture 5' - 0" 5' - 0" B2.7 UPPER LVL tempered 66 Window-Casement 2' - 6" 5' - 0" B2.7 UPPER LVL tempered 67 Window-Awning 4' - 0" 2' - 6" B2.7 UPPER LVL tempered 68 Window-Awning 3' - 0" 2' - 0" B2.7 UPPER LVL 69 Window-Awning 2' - 6" 2' - 0" B2.7 UPPER LVL tempered 70 Window-Casement 2' - 6" 5' - 0" B2.7 UPPER LVL tempered 71 Window-Picture 4' - 6" 7' - 0" B2.7 UPPER LVL tempered 72 Window-Casement 2' - 6" 5' - 0" B2.7 UPPER LVL tempered 73 Window-Casement 3' - 0" 4' - 6" A3.0 UPPER LEVEL 74 Window-Picture 4' - 6" 4' - 6" A3.0 UPPER LEVEL 75 Window-Casement 3' - 0" 5' - 0" A3.0 UPPER LEVEL tempered 76 Window-Picture 4' - 6" 5' - 0" A3.0 UPPER LEVEL tempered 77 Window-Casement 3' - 0" 5' - 0" A3.0 UPPER LEVEL tempered Window Schedule Mark Family Width Height Level Comments 32 Window-Awning 5' - 0" 2' - 0" B1.7 MAIN LEVEL 33 Window-Picture 5' - 6" 3' - 6" B1.7 MAIN LEVEL 34 Window-Picture 2' - 0" 6' - 0" B1.7 MAIN LEVEL tempered 35 Window-Awning 3' - 0" 2' - 6" B1.7 MAIN LEVEL 36 Window-Awning 3' - 0" 2' - 6" A2.0 MAIN LEVEL 37 Window-Casement 3' - 0" 4' - 6" A3.0 UPPER LEVEL 38 Window-Casement 3' - 0" 4' - 6" A3.0 UPPER LEVEL 39 Window-Casement 3' - 0" 4' - 6" A3.0 UPPER LEVEL 40 Window-Picture 4' - 0" 4' - 6" A3.0 UPPER LEVEL tempered 41 Window_Trapezoide 4' - 0" 3' - 0" A3.0 UPPER LEVEL tempered 42 Window_Trapezoide 4' - 0" 4' - 0" A3.0 UPPER LEVEL 43 Window-Awning 3' - 0" 2' - 0" A3.0 UPPER LEVEL 44 Window-Picture 5' - 6" 7' - 0" A3.0 UPPER LEVEL tempered 45 Window-Awning 3' - 0" 2' - 0" A3.0 UPPER LEVEL 46 Window-Casement 3' - 0" 5' - 0" A3.0 UPPER LEVEL 47 Window-Picture 5' - 6" 7' - 0" A3.0 UPPER LEVEL 48 Window-Picture 3' - 0" 3' - 0" B2.7 UPPER LVL 49 Window-Picture 2' - 0" 4' - 0" B2.7 UPPER LVL tempered 50 Window_Trapezoide 3' - 0" 2' - 6" A3.0 UPPER LEVEL 51 Window_Trapezoide 4' - 0" 3' - 4" A3.0 UPPER LEVEL 52 Window-Picture 4' - 0" 5' - 0" B2.7 UPPER LVL 53 Window-Picture 3' - 6" 4' - 0" B2.7 UPPER LVL tempered 54 Window-Casement 3' - 6" 5' - 0" B2.7 UPPER LVL 55 Window-Picture 2' - 0" 4' - 0" B2.7 UPPER LVL 56 Window-Casement 2' - 0" 5' - 0" B2.7 UPPER LVL 57 Window-Picture 3' - 0" 5' - 0" B2.7 UPPER LVL 58 Window-Casement 3' - 0" 5' - 0" B2.7 UPPER LVL 59 Window-Picture 5' - 0" 5' - 0" B2.7 UPPER LVL Window Schedule Mark Family Width Height Level Comments 1 Window-Casement 3' - 0" 6' - 0" A1.5 Jr MASTER LVL tempered 2 Window-Awning 3' - 0" 2' - 0" A1.5 Jr MASTER LVL 3 Window-Picture 6' - 0" 6' - 0" A1.5 Jr MASTER LVL 4 Window-Casement 3' - 6" 5' - 0" A2.0 MAIN LEVEL tempered 5 Window-Picture 5' - 0" 5' - 0" A2.0 MAIN LEVEL tempered 6 Window-Casement 3' - 0" 6' - 0" A2.0 MAIN LEVEL tempered 7 Window-Awning 3' - 0" 2' - 0" A2.0 MAIN LEVEL 8 Window_Trapezoide 4' - 0" 1' - 3" A2.0 MAIN LEVEL 9 Window_Trapezoide 4' - 0" 2' - 3" A2.0 MAIN LEVEL 10 Window_Trapezoide 8' - 0" 3' - 3" A2.0 MAIN LEVEL 11 Window-Picture 4' - 0" 5' - 0" A2.0 MAIN LEVEL 12 Window-Picture 3' - 0" 5' - 0" B2.7 UPPER LVL 13 Window-Picture 4' - 0" 6' - 0" A2.0 MAIN LEVEL 14 Window-Awning 4' - 0" 2' - 0" A2.0 MAIN LEVEL 15 Window-Picture 3' - 0" 6' - 0" A2.0 MAIN LEVEL 16 Window-Awning 3' - 0" 2' - 0" A2.0 MAIN LEVEL 17 Window-Picture 6' - 0" 8' - 0" A1.9 MASTER LVL tempered 18 Window-Picture 3' - 0" 8' - 0" A1.9 MASTER LVL tempered 19 Window-Awning 3' - 0" 2' - 3" A1.9 MASTER LVL 20 Window-Casement 3' - 0" 5' - 0" A1.9 MASTER LVL tempered 21 Window-Awning 3' - 0" 2' - 6" A1.9 MASTER LVL 22 Window-Picture 6' - 0" 2' - 3" A1.9 MASTER LVL 23 Window-Picture 4' - 0" 4' - 6" A2.0 MAIN LEVEL tempered 24 Window-Awning 4' - 0" 2' - 6" B1.7 MAIN LEVEL tempered 25 Window-Picture 4' - 0" 7' - 0" B1.7 MAIN LEVEL tempered 26 Window-Picture 3' - 0" 7' - 0" B1.7 MAIN LEVEL tempered 31 Window-Picture 5' - 0" 7' - 0" B1.7 MAIN LEVEL 12" = 1'-0" WINDOW SCHEDULE NOTES No. Description Date1 Revision 1- BUILDING DEPT COMMENTS7-13-171 1 1 added location of tempered glazing 01/02/18 A2.0 MAIN LEVEL 8047' - 0" A2.0 MAIN LEVEL 8047' - 0" A3.0 UPPER LEVEL 8057' - 9" A3.0 UPPER LEVEL 8057' - 9" A1.0 LOWER LEVEL 8032' - 0"9' - 3" 1' - 0"2 A4.3 1 A4.3 2 A4.4 GARAGE W100 LAUNDRY W103 RES. ENTRY W104 LIVING W200 KITCHEN W202 BEDROOM W306 LANDING W301 1 A4.4 8032' - 6" 8032' - 0" 9' - 7 1/2"25' - 3"8" 25' - 11"1' - 4 1/4"1 1/2" 1' - 2"3/4"11' - 1"8057' - 0"10' - 9"15' - 2" existing grade line 1 1/2"9' - 6 1/4"STEEL BEAM EXPOSED TO VIEW ON THIS SIDE A2.0 MAIN LEVEL 8047' - 0" A3.0 UPPER LEVEL 8057' - 9" Plate Height 8066' - 1" A1.0 LOWER LEVEL 8032' - 0" A1.5 Jr MASTER LVL 8034' - 6" A1.9 MASTER LVL 8045' - 10" 2 A4.3 1 A4.3 2 A4.4 High Plate Height (West) 8072' - 3 3/4" East-West High Plate Height 8070' - 6" West Living Room High Plate Height 8062' - 9 1/2" 1 A4.4 LANDING W301 BATH W304 LANDING W204 ENTRY W106 CLOSET W110 POWDER W203 8' - 4"12' - 9"3 3/4"7 1/2"11" 11"7 3/4" A2.0 MAIN LEVEL 8047' - 0" A2.0 MAIN LEVEL 8047' - 0" A3.0 UPPER LEVEL 8057' - 9" Plate Height 8066' - 1" A1.0 LOWER LEVEL 8032' - 0" A1.5 Jr MASTER LVL 8034' - 6" A1.9 MASTER LVL 8045' - 10" B 0.5 GARAGE 8031' - 0" 2 A4.3 1 A4.3 10' - 1 1/4" 10' - 8 1/4"2 A4.4 High Plate Height (West) 8072' - 3 3/4"East-West High Plate Height 8070' - 6" West Living Room High Plate Height 8062' - 9 1/2" 1 A4.4 FAMILY W300 BEDROOM W303 MASTER BEDROOM W205 M. CLOSET W208 MASTER BATH W206 JR. SUITE BEDROOM W107 BATH W10912' - 9"10' - 7 5/16"8' - 4"0"West Living room Plate Height 8057' - 8 1/2" 11 12 13 15 1814 16 A2.0 MAIN LEVEL 8047' - 0" A3.0 UPPER LEVEL 8057' - 9" Plate Height 8066' - 1" A1.0 LOWER LEVEL 8032' - 0" A1.5 Jr MASTER LVL 8034' - 6" A1.9 MASTER LVL 8045' - 10" 2 A4.3 1 A4.3 7' - 6 7/8"8' - 6 7/8"2 A4.4 High Plate Height (West) 8072' - 3 3/4"8' - 4"East-West High Plate Height 8070' - 6" West Living Room High Plate Height 8062' - 9 1/2" 1 A4.4 CLOSET W110 ENTRY W106GARAGE W100 LANDING W204 POWDER W203 KITCHEN W202 BATH W305 LANDING W301 2' - 0"970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS7/5/2017 3:35:54 PMA4.1BUILDING SECTIONS16702655 Davos TrailPERMIT SET04-28-17 Custom Duplex atVail Colorado1/4" = 1'-0"1 Section 6 1/4"= 1'-0"2 Section 1 1/4" = 1'-0"3 Section 5 1/4" = 1'-0"4 Section 11 No. Description Date01/02/18 Plate Height 8066' - 1" B 0.5 GARAGE 8031' - 0" B1.7 MAIN LEVEL 8042' - 0" B2.7 UPPER LVL 8055' - 0" 2 A4.3 1 A4.3 2 A4.4 East-West High Plate Height 8070' - 6" 1 A4.4 RES. ENTRY E101 GARAGE E100SKI ROOM E103 MUD ROOM E207 POWDER E206 LIVING E200 LANDING E300 CLOSET E301 BATH E302 BATH E310 8' - 6 7/8"3' - 4 1/8" R @ 7 7/16"21 1 A5.1 R @6 13/16"19 11' - 0"7' - 6 7/8"4' - 4 1/2" PROVIDE 2 LAYERS OF 5/8" TYPE 'X' GWB ON UNDERSIDE OF STAIR A4.2 5 STAIR OPENING/SHAFT IS LARGE ENOUGH (3'-10")AND THE STAIR NARROW ENOUGH (3'-7") THAT THE GUARD WITH THE GRASPABLE RAIL PASSES WITH MORE THAN 1 1/2" OF CLEARANCE. THE GRASPABLE RAIL RETURNS TO THE WALL AT THE TOP B 0.5 GARAGE 8031' - 0" B1.7 MAIN LEVEL 8042' - 0" B2.7 UPPER LVL 8055' - 0" 2 A4.3 1 A4.3 2 A4.4 1 A4.4 East master bath Plate Height 8065' - 1" East Master High Plate Height 8069' - 10" B1.7 MAIN LEVEL 8042' - 0" B2.7 UPPER LVL 8055' - 0" 2 A4.3 1 A4.3 East master bath Plate Height 8065' - 1" MASTER BATH E305 MASTER BEDROOM E307 PANTRY E203 KITCHEN E202 East Master High Plate Height 8069' - 10" B 0.5 GARAGE 8031' - 0" B1.7 MAIN LEVEL 8042' - 0" B2.7 UPPER LVL 8055' - 0" 1 A4.3 8041' - 11" 8037' - 0 1/2"3' - 1" 3"8045' - 0" 11"7 3/16"3'-0" TO TOP OF RAILWOOD STAIR TREADS AND RISERS 1' - 2"PROVIDE 2 LAYERS OF 5/8" TYPE 'X' GWB ON UNDERSIDE OF STAIR NOSING 1" 11" TREADS TYP6 13/16"3"3/8"3 3/4" 3/8" 3 3/4" 3/8"3 3/4" 3/8" 3 3/4" 3/8"3 3/4" 3/8" 2" TUBE STEEL, PAINTED (BLACK) 1 1/2"x3/8" STEEL BAR STOCK 3/4"2 1/4"3 3/4"3/8"1 3/4"2"x3/8" STEEL BAR STOCK 2"x3/4" STEEL BAR STOCK GRASPABLE RAILING EASE ALL EDGES SO THAT THEY ARE SMOOTH 3' - 0 1/2"INTERIOR GUARD 3 7/8"3' - 0 1/2"INTERIOR STAIR RAILING 3 11/16" 11" 1' - 0" 2' - 5 5/8"2"3/8" 3/43/3 3/4" 1 3/4"3/4"970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS7/13/2017 4:01:10 PMA4.2BUILDING SECTIONS16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1/4" = 1'-0"1 Section 2 1/4" = 1'-0"2 Section 4 1/4" = 1'-0"3 Section 9 1/4" = 1'-0"4 Section 3 No. Description Date1 Revision 1- BUILDING DEPT COMMENTS7-13-17PROVIDE A 1 1/2"x3/4" STEEL BAR STOCK RAILING AT STAIRS WITH 4 OR MORE RISERS. TOP OF RAILING TO BE 3'-0" ABOVE THE STAIR NOSING . RAILING TO RETURN TO THE WALL OR TURN DOWN TO THE TOP OF LANDING AT TOP AND BOTTOM OF STAIR 1 1/2" = 1'-0"5 STAIR DETAIL AT EAST UNIT GARAGE TO MAIN LEVEL 1" = 1'-0"6 INTERIOR GUARD AND RAILING . 01/02/18 A2.0 MAIN LEVEL 8047' - 0" A3.0 UPPER LEVEL 8057' - 9" Plate Height 8066' - 1" A1.0 LOWER LEVEL 8032' - 0" A1.5 Jr MASTER LVL 8034' - 6" A1.9 MASTER LVL 8045' - 10" B 0.5 GARAGE 8031' - 0" B1.7 MAIN LEVEL 8042' - 0" B2.7 UPPER LVL 8055' - 0" 2 A4.1 1 A4.2 4 A4.2 3 A4.1 1 A4.1 2 A4.2 3 A4.2 4 A4.1 8' - 4"1' - 2 3/4" 9' - 6 1/4" 1' - 2 3/4" 13' - 11 1/4" High Plate Height (West) 8072' - 3 3/4" 25' - 4 1/2" 12' - 5 1/2" 12' - 6" 15' - 9 1/2"PARTY WALL East Master High Plate Height 8069' - 10" BEDROOM W310 BEDROOM W306 LANDING W301 FAMILY W300 MASTER BEDROOM W205 LANDING W204 KITCHEN W202DINING W201 GARAGE W100 RES. ENTRY W104 JR. SUITE BEDROOM W107 LANDING E300 MASTER BEDROOM E307 LIVING E200 GARAGE E100 A5.1 4 A2.0 MAIN LEVEL 8047' - 0" A3.0 UPPER LEVEL 8057' - 9" Plate Height 8066' - 1" A1.0 LOWER LEVEL 8032' - 0" A1.5 Jr MASTER LVL 8034' - 6" A1.9 MASTER LVL 8045' - 10" B 0.5 GARAGE 8031' - 0" B1.7 MAIN LEVEL 8042' - 0" B2.7 UPPER LVL 8055' - 0" 2 A4.1 1 A4.2 4 A4.2 3 A4.1 1 A4.1 14' - 6 3/4"2 A4.2 3 A4.2 4 A4.1 High Plate Height (West) 8072' - 3 3/4" 3:12 East Partywall Plate Height 8063' - 1" 8050' - 6" TOP OF FOUNDATION WALL AT HOT TUB PARTY WALL East Master High Plate Height 8069' - 10" BEDROOM E309 MASTER BEDROOM E307 LIVING E200 FAMILY W300 BEDROOM W310 LIVING W200 MASTER BEDROOM W205 LANDING W204 GARAGE W100 ENTRY W106 JR. SUITE BEDROOM W107 1' - 1"10' - 8 1/4"5 A5.1 1 A5.2 UNDERFRAME CEILING TO MATCH ROOF OF SOUTHERN PORTION 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS7/5/2017 3:35:58 PMA4.3BUILDING SECTIONS16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1/4" = 1'-0"1 Section 10 1/4" = 1'-0"2 Section 7 No. Description Date01/02/18 A2.0 MAIN LEVEL 8047' - 0" A1.0 LOWER LEVEL 8032' - 0" A1.5 Jr MASTER LVL 8034' - 6" A1.9 MASTER LVL 8045' - 10" B 0.5 GARAGE 8031' - 0" B1.7 MAIN LEVEL 8042' - 0" B2.7 UPPER LVL 8055' - 0" 2 A4.1 1 A4.2 3 A4.1 1 A4.1 2A4.2 4 A4.1 West Living Room High Plate Height 8062' - 9 1/2" East Partywall Plate Height 8063' - 1" 8062' - 6 1/4" PARTY WALL 8' - 1"West Living room Plate Height 8057' - 8 1/2" LIVING W200 LANDING W204 GARAGE W100 GARAGE E100 RES. ENTRY E101 LIVING E200 BATH E310 BEDROOM E309 5 A5.1 3" 10' - 5 1/2"1 1/2"10 1/8"1 1/2"1 A5.2 thick wall for multi slide 9 1/4" 8067' - 10" 8"9' - 4 3/8"A2.0 MAIN LEVEL 8047' - 0" A1.0 LOWER LEVEL 8032' - 0" A1.5 Jr MASTER LVL 8034' - 6" B1.7 MAIN LEVEL 8042' - 0" B2.7 UPPER LVL 8055' - 0" 2 A4.1 1 A4.2 3 A4.1 1 A4.1 2 A4.2 4 A4.1 3" 9' - 2 7/8"1' - 2 5/8"9' - 0" 1' - 0"10' - 8 1/2"3:12 West Living Room High Plate Height 8062' - 9 1/2"15' - 9 1/2"7" 4' - 6" 21' - 6"9' - 3" 1' - 0" 5' - 0"East Partywall Plate Height 8063' - 1"13' - 0" 8' - 1" 8036' - 6"2' - 0"3:12 6" 10' - 6"PARTY WALL West Living room Plate Height 8057' - 8 1/2" LIVING W200 GARAGE W100 GARAGE E100 BATH E310 1 A5.2 R.O.9' - 2 7/8"970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS7/5/2017 3:35:59 PMA4.4BUILDING SECTIONS16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1/4" = 1'-0"1 Section 15 1/4" = 1'-0"2 Section 12 No. Description Date01/02/18 R-19 (MIN) BLOWN-IN INSULATION TO FILL 2X STUD FURRING WALL CAVITY. GYPSUM WALL BOARD HELD UP FROM SLAB 3/8" TREATED WOOD BOTTOM PLATE SEALANT UNDER PLATE FOR CAPILLARY BREAK. (R-10) UNDER-SLAB INSULATION HEATED CONCRETE SLAB (IN-FLOOR RADIANT HEATING SYSTEM) GRANULAR FILL - INCLUDE SOIL-GAS VENTILATION SYSTEM REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION/FOOTING DESIGN AND REINFORCEMENT (R-5) 3/4" RIGID INSULATION FOR THERMAL BREAK SLOPED 4" PERFORATED DRAIN PIPE. ALL FOUNDATION WALLS INCLUDING INTERIOR WALLS. RE: SOILS REPORT COARSE GRANULAR FILL FILTER FABRIC DAMPROOFING OR W.P. MEMBRANE FOR CAPILLARY BREAK FREE-DRAINING BACKFILL (R-10) 2-3/8" DRAIN & DRY" DRAINAGE BOARD OVER WATERPROOFING (FROM FOOTING TO 8" BELOW FINISHED GRADE) 5/8" TYPE "X" GYPSUM WALL BOARD SLOPED 4" SOLID DRAIN FROM GUTTER & DOWNSPOUT UNDER- DRAIN SYSTEM. (MAY BE LOCATED HIGHER, BUT AT LEAST 4'-0" BELOW FINISHED GRADE NEAR BUILDING) ALTERNATE SYSTEM: COMPOSITE DRAINAGE BOARD WITH FILTER FABRIC EXTEND FROM 8" BELOW GRADE TO FOOTING OVER 2" RIGID INLSULATION (TO A DEPTH OF 4'-0" BELOW GRADE) OVER WATERPROOFING. INTERIOR SPACE BASE TRIM ADDITIONAL 4" PERFORATED DRAIN PIPE AT 10'-0" VERTICAL SPACING AT ALL UPHILL FOUNDATION WALLS IN EXCESS OF 15' IN HT WATERPROOF MEMBRANE TO EXTEND FROM FOOTING TO 6" ABOVE FINISHED GRADE 1 A1.5 Jr MASTER LVL 8034' - 6" A1.9 MASTER LVL 8045' - 10" B 0.5 GARAGE 8031' - 0" B1.7 MAIN LEVEL 8042' - 0" B2.7 UPPER LVL 8055' - 0" PARTY WALL GA FILE NO. WP 3810 BASE LAYER: 5/8" TYPE 'X' GYPSUM WALL BOARD APPLIED AT RIGHT ANGLES TO 2X6 WOOD STUDS AT 24" O.C. WITH 6d COATED NAILS, 1 7/8" LONG. 1/4" HEADS, 16" O.C. FACE LAYER: 5/8" SOUNDBREAK XP APPLIED AT RIGHT ANGLES TO STUDS OVER BASE LAYER AND TOP AND BTM PLATES WITH 8d COATED NAILS, 2 3/8" LONG, 0.099" SHANK, 9/32" HEADS, 8" O.C. JOINTS OFFSET 24" FROM BASE LAYER JOINTS. INNER LAYER: 5/8" TYPE 'X' GYPSUM WALL BOARD WITH 6d COATED NAILS, 1 7/8" LONG, .0915 SHANK, 1/4" HEADS, 8" O.C. JOINTS IN INNER LAYER NEED NOT BE TAPED. SECOND WALL DUPLICATED OF FIRST WALL AND SEPARATED BY 1 3/4" SPACE. WALLS ARE INDEPENDANTLY LOADED. WALLS TO RECIEVE 5 1/2" BLOWN-IN INSULATION. (LOAD BEARING) LANDINGE300 MASTER BEDROOM W205 LIVING E200 3" 7"7" 1 3/4" JR. SUITE BEDROOM W107 GARAGE E100 4' - 0" 5/8" GWB APPLIED TO THE UNDER SIDE OF ROOF SHEATHING FOR A DISTANCE OF 4'-0" FROM PARTY WALL AT LOCATION WHERE THE ROOF PLANES ARE LESS THAN 30" PROVIDE 5/8" TYPE 'X' GYPSUM WALL BOARD AT RIM JOIST SO THAT THE WALL ASSEMBLY HAS A TOTAL OF 2 LAYERS FOR HEIGHT OF WALL PROVIDE 5/8" TYPE 'X' GYPSUM WALL BOARD AT RIM JOIST SO THAT THE WALL ASSEMBLY HAS A TOTAL OF 2 LAYERS FOR HEIGHT OF WALL A3.0 UPPER LEVEL 8057' - 9" A1.9 MASTER LVL 8045' - 10" East-West High Plate Height 8070' - 6"1' - 2"OVERHANG 1' - 6"BLOCK BCI WEB AT BEARING POINTS 1 1/2"SLOPED BLOCKING 'D' SHAPED DRIP FLASHING (LEG LONG ENOUGH TO COVER 2X6 FASCIA) WITH DRIP HEM AT BOTTOM 2x12 FASCIA ALUM. SOFFIT VENT WITH BUG SCREEN. PROVIDE AT BOTH AT LOW SIDE OF ROOF AND AT HIGH TL ASPHALT SHINGLES ON FULL COVERAGE WATERPROOF MEMBRANE ON ROOF SHEATHING ON 12 1/2" BCI/LVL ROOF RAFTERS WITH BLOWN-IN BATT R-59.22 INSULATION BETWEEN RAFTERS. MEMBRANE VAPOR RETARDER AND 5/8" TYPE 'X' GYPSUM WALL BOARD ON CEILING DASHED LINE REPRESENTS VAPOR RETARDER LOCATION HEAD FLASHING AT ALL WINDOW AND DOOR HEADS VERTICAL WOOD SIDING ON THERMAL AND AIR INFILTRATION BARRIER ON 1/2" SHEATHING ON 2X6 WOOD STUD WALL FRAMING WITH BLOWN-IN BATTS R-23 INSUALTION BETWEEN STUDS. MEMBRANE VAPOR RETARDER AND 5/8" TYPE 'X' GYPSUM WALL BOARD ON WALL VYCOR WATERPROOF TAPE AT THE PERIMETER OF ALL OPENINGS.SHIM SPACE1"SEAL/FOAM THE PERIMETER OF ALL PENATRATIONS see strcut for min.11"1' - 0" 2" WATERPROOF MEMBRANE TO TURN DOWN AND OVERLAP FASCIA WATER PROOF MEMBRANE FROM DECK TO TURN UP WALL MINIMUM OF 2'-0". EXTEND UNDER DOOR THRESHOLDS, LAP DOOR THRESHOLD VYCOR OVER DRAINAGE MEDIUM IS TO STOP 3" FROM EDGE. PROVIDE ROPE WICKS AT 2'-0" O.C. ALONG EDGE EDGE FLASHING DASHED LINE REPRESENTS VAPOR RETARDER LOCATION 5/8" TYPE 'X' GYPSUM WALL BOARD VYCORE TAPE NAILING FLANGE AT TOP OF WINDOW SEAL/FOAM THE PERIMETER OF ALL PENATRATIONSSTEP DOWN FROM INTERIOR TO EXTERIOR 1/2" TO 1"BOTTOM OF WALL FLASHING 2x14 DECK EDGE 1x6 T&G SOFFIT ALUM CLAD WOOD WINDOW 4" MAXIMUM SPACING TO BTM RAILVYCOR WATERPROOF TAPE AT THE PERIMETER OF ALL OPENINGS. 1x6 T&G SOFFIT STONE VENEER ON DRAINAGE MEDIUM SYSTEM ON THERMAL AND AIR INFILTRATION BARRIER ON 1/2" SHEATHING ON 2X6 WOOD STUD WALL FRAMING WITH BLOWN-IN BATTS R-23 INSUALTION BETWEEN STUDS. MEMBRANE VAPOR RETARDER AND 5/8" TYPE 'X' GYPSUM WALL BOARD ON WALL 8043' - 6" 8043' - 7" ENTRY W106 FAMILY W300 LANDINGW204 R-58 BLOWN-IN BATTS INSULATION 3"3"12' - 9"METAL PANEL SYSTEM WITH CONCEALED FASTENERS 3"9 1/4" 8068' - 1"9' - 8" 3/4" 9 1/4" 2 1/4" 1' - 2 3/4"11' - 11"MC 10x8.4 STEEL CHANNEL AT EDGE OF DECKS3"SPACER AT GUARD CONNECTION CORRUGATED AIR BAFFLE 1x6 T&G SOFFIT 1 1/2" AIR GAP LARGE RECTILINEAR STONE TILE ON MORTAR ON 3" CONCRETE SLAB WITH RADIANT HEATING SYSTEM TUBING ON J DRAIN 1000 DRAINAGE MEDIUM/PROTECTION (OR SIMILAR) ON 2 LAYERS OF WATERPROOF MEMBRANE ON 3/4" SHEATHING ON SLOPING TOP CUT LVLS. R-30 SPRAY FOAM INSUALTION AND BATT INSULATION BETWEEN JOISTS. East Partywall Plate Height 8063' - 1" PARTY WALL 5/8" GWB APPLIED TO THE UNDER SIDE OF ROOF SHEATHING FOR A DISTANCE OF 4'-0" FROM PARTY WALL AT LOCATION WHERE THE ROOF PLANES ARE LESS THAN 30" PROVIDE 5/8" TYPE 'X' GWB TO THE UNDERSIDE OF THE OVERHANG AND UNDER FASCIA TO CREATE A FIRE PROTECTED OVERHANG SUBSTITUTE THE 1/2" EXTERIOR PLYWOOD WALL SHEATHING WITH EXTERIOR GWB FOR PORTION OF WALL THAT FACES WEST LARGE RECTILINEAR STONE TILE ON MORTAR ON 3" CONCRETE SLAB WITH RADIANT HEATING SYSTEM TUBING ON J DRAIN 1000 DRAINAGE MEDIUM/PROTECTION (OR SIMILAR) ON 2 LAYERS OF WATERPROOF MEMBRANE ON 3/4" SHEATHING ON SLOPING TOP CUT LVLS. R-30+ BLOWN IN BATTS INSULATION BETWEEN JOISTS. BOTTOM OF WALL FLASHING 'D' SHAPED DRIP FLASHING (LEG LONG ENOUGH TO COVER 2X6 FASCIA) WITH DRIP HEM AT BOTTOM WATERPROOF MEMBRANE TO TURN DOWN AND OVERLAP FASCIA 1 1/2"GA FILE NO. WP 3810 BASE LAYER: 5/8" TYPE 'X' GYPSUM WALL BOARD APPLIED AT RIGHT ANGLES TO 2X6 WOOD STUDS AT 24" O.C. WITH 6d COATED NAILS, 1 7/8" LONG. 1/4" HEADS, 16" O.C. FACE LAYER: 5/8" SOUNDBREAK XP APPLIED AT RIGHT ANGLES TO STUDS OVER BASE LAYER AND TOP AND BTM PLATES WITH 8d COATED NAILS, 2 3/8" LONG, 0.099" SHANK, 9/32" HEADS, 8" O.C. JOINTS OFFSET 24" FROM BASE LAYER JOINTS. INNER LAYER: 5/8" TYPE 'X' GYPSUM WALL BOARD WITH 6d COATED NAILS, 1 7/8" LONG, .0915 SHANK, 1/4" HEADS, 8" O.C. JOINTS IN INNER LAYER NEED NOT BE TAPED. SECOND WALL DUPLICATED OF FIRST WALL AND SEPARATED BY 1 3/4" SPACE. WALLS ARE INDEPENDANTLY LOADED. WALLS TO RECIEVE 5 1/2" BLOWN-IN INSULATION. (LOAD BEARING) 3" BOTH WALLS ARE INDEPNDANTLY BEARING AND THE ROOF AND ROOF OVERHANG IS COVERED IN 5/8" TYPE 'X' GWB PROVIDING THE FIRE SEPARATION PROTECTION FROM EACH UNIT SEE STRUCTURAL DETAIL FOR BLOCKING AND ANCHORAGE PROVIDE 5/8" TYPE 'X' GYPSUM WALL BOARD AT RIM JOIST SO THAT THE WALL ASSEMBLY HAS A TOTAL OF 2 LAYERS FOR HEIGHT OF WALL SPRAY FOAM INSUALTION ON UNDERSIDE OF STRUCTURAL ROOF SHEATHING/GWB (R-30 AT 4.5") AND 10" FIBERGLASS BATT INSUALTION 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS7/5/2017 3:36:00 PMA5.1DETAILS16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1" = 1'-0"3 TYPICAL FOUNDATION DETAIL 1" = 1'-0"4 PARTY WALL SECTION 1 1/2" = 1'-0"5 WALL SECTION AT WEST UNIT, SOUTH WALL 1" = 1'-0"1 WALL SECTION AT PARTYWALL WITH ROOF OVERHANG No. Description Date1 Revision 1- BUILDING DEPT COMMENTS7-5-171 1 1 01/02/18 A2.0 MAIN LEVEL 8047' - 0"1 1/2"'D' SHAPED DRIP FLASHING (LEG LONG ENOUGH TO COVER 2X6 FASCIA) WITH DRIP HEM AT BOTTOM 2x12 FASCIA TL ASPHALT SHINGLES ON FULL COVERAGE WATERPROOF MEMBRANE ON ROOF SHEATHING ON 14" BCI/LVL ROOF RAFTERS, CORREGATED AIR BAFFEL, WITH BLOWN-IN BATT R-52.22 INSULATION BETWEEN RAFTERS.MEMBRANE VAPOR RETARDER AND 5/8" TYPE 'X' GYPSUM WALL BOARD ON CEILING DASHED LINE REPRESENTS VAPOR RETARDER LOCATION VYCOR WATERPROOF TAPE AT THE PERIMETER OF ALL OPENINGS. SEAL/FOAM THE PERIMETER OF ALL PENATRATIONS WATERPROOF MEMBRANE TO TURN DOWN AND OVERLAP FASCIA ALL TRAPAZOIDE WINDOWS ARE TO BE FIELD VERIFIED FOR SIZE AND SLOPE. TRAPAZIODE WINDOWS TYPICALLY SHOULD BE THE SAME SLOPE AS THE ROOF/CEILING ABOVE. COORDINATE THE TRANSOM WINDOW SIZES SO THAT THE OVERALL WIDTH MATCHES THAT OF DOORS BELOW PLACE 3/4" RIGID INSULATION IN PLANCE OF 5/8" GYPSUM WALL BOARD UNDER TRIM AT LOCATION BETWEEN WINDOWS WITH STEEL HEADER HORIZONTAL METAL PANEL CLOSURE PIECE BETWEEN WINDOWS 1' - 0" 2"LARGE RECTILINEAR STONE TILE ON MORTAR ON 3" CONCRETE SLAB WITH RADIANT HEATING SYSTEM TUBING ON J DRAIN 1000 DRAINAGE MEDIUM/PROTECTION (OR SIMILAR) ON 2 LAYERS OF WATERPROOF MEMBRANE ON 3/4" SHEATHING ON SLOPING TOP CUT LVLS. R-30 SPRAY FOAM INSUALTION AND BATT INSULATION BETWEEN JOISTS. DRAINAGE MEDIUM IS TO STOP 3" FROM EDGE. PROVIDE ROPE WICKS AT 2'-0" O.C. ALONG EDGE EDGE FLASHING DASHED LINE REPRESENTS VAPOR RETARDER LOCATION BOTTOM OF WALL FLASHING AT LOCATIONS WITHOUT DOOR MC 10X8.4 STEEL CHANNEL AT EDGE OF DECKS 1x6 T&G SOFFIT3"WATERPROOF MEMBRANE FROM DECK TO TURN UP WALL MINIMUM OF 2'-0". EXTEND UNDER DOOR THRESHOLDS, LAP DOOR THRESHOLD VYCOR OVER TRESHOLD, SET IN SEALANT 5' - 6"3"3' - 11" STONE VENEER ON DRAINAGE MEDIUM SYSTEM ON THERMAL AND AIR INFILTRATION BARRIER ON 1/2" SHEATHING ON 2X6 WOOD STUD WALL FRAMING WITH BLOWN-IN BATTS R-23 INSUALTION BETWEEN STUDS. MEMBRANE VAPOR RETARDER AND 5/8" TYPE 'X' GYPSUM WALL BOARD ON WALL 3" STONE WALL CAP, SLOPE TO EXTERIOR 4' - 6 1/2" 1/2" SHEATHING ON 2X6 WOOD STUD WALL FRAMING WITH BLOWN-IN BATTS R-23 INSUALTION BETWEEN STUDS. MEMBRANE VAPOR RETARDER AND 5/8" TYPE 'X' GYPSUM WALL BOARD ON WALL HORIZONTAL WOOD SIDING ON THERMAL AND AIR INFILTRATION BARRIER ON 1/2" SHEATHING ON 2X6 WOOD STUD WALL FRAMING WITH BLOWN-IN BATTS R-23 INSUALTION BETWEEN STUDS. MEMBRANE VAPOR RETARDER AND 5/8" TYPE 'X' GYPSUM WALL BOARD ON WALL WEATHERSTRIPPING AT HEAD AND JAMBS OF GARAGE DOOR SEMI-TRANSLUCENT GLASS PANELS IN ALUM. OVERHEAD DOOR (REVIEW BELT LIFT FOR QUIETER OPERATION) STOP INSULATION TO TEMPER THE VOID UND THE HEATED DECK3" SLAB2 1/4".minimumsee struct forSPACER AT GUARD CONNECTION W12x26 INSULATE EAVES AT LOCATIONS WITH STEEL BEAMS IN ROOF PLANE 1 1 DRAINAGE MEDIUM IS TO STOP 3" FROM EDGE. PROVIDE ROPE WICKS AT 2'-0" O.C. ALONG EDGE EDGE FLASHING MC 10X8.4 STEEL CHANNEL AT EDGE OF DECKS SPACER AT GUARD CONNECTION 3 3/4" 2" 3' - 0 1/4"2 7/8"3 3/4" 3/8"3 3/4" 3/8"3 3/4" 3/8" 3 3/4" 3/8"3 3/4" 3/8" 2 7/8"2"1 3/4"IPEA TOP CAP WITH SLOPED TOP 2" TUBE STEEL, PAINTED (BLACK) 1 1/2"x3/8" STEEL BAR STOCK3"3 3/4" 3/8" 3 3/4" 3/8"3 3/4" 3/8" 3 3/4" 3/8"3 3/4" 3/8" 2" TUBE STEEL, PAINTED (BLACK) 1 1/2"x3/8" STEEL BAR STOCK 3/4"2 1/4" 3 3/4"3/8"1 3/4"2"x3/8" STEEL BAR STOCK 2"x3/4" STEEL BAR STOCK GRASPABLE RAILING EASE ALL EDGES SO THAT THEY ARE SMOOTH 3' - 0 1/2"INTERIOR GUARD 3 7/8"3' - 0 1/2"INTERIOR STAIR RAILING 3 11/16" 11"1' - 0" 2' - 5 5/8"2"3/8" 3/3/3/43 3/4 " 1 3/4"3/4"970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS7/13/2017 4:01:10 PMA5.2DETAILS16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1 1/2" = 1'-0"1 WALL SECTION AT WEST UNIT, LIVING ROOM ROOF AND DECK, SOUTH WALL No. Description Date1 Revision 1- BUILDING DEPT COMMENTS7-13-171" = 1'-0"2 EXTERIOR GUARD DETAIL INTERIOR RAILS AND GUARD DETAIL ARE SIMILAR 1 1" = 1'-0"3 INTERIOR GUARD AND RAILING 01/02/18 REF.DW W D DW 2 A4.1 1 A4.2 4 A4.2 3 A4.1 1 A4.1 2 A4.3 2 A4.2 3 A4.2 1 A4.3 4 A4.1 2 A4.4 1 A4.4 PARTY WALL crawlspace PROVIDE VAPOR BARRIER OVER GRADE AND UP FOUNDATION WALL AT LEAST 6" AND TAPE/SEAL TO WALL. R-13 ON THE EXTERIOR WALLS OF CRAWLSPACE. R-49 IN THE FLOOR JOISTS ABOVE. (VAPOR BARRIER AGAINST THE FLOOR SHEATHING) SD CM D A A A A DSD TO LIGHTS ON LANDING AND SWITCH ABOVE D LLLLA.Sub-Flr dropped ceiling 10' - 7" A.Sub-Flr dropped ceiling 11' - 7" A.Sub-Flr dropped ceiling 10' - 7" A.Sub-Flr dropped ceiling 9' - 7" A.Sub-Flr dropped ceiling 9' - 1" ceiling at btm of structure above 10'-1"EA DD D G G GJ t KK K K K J J E E E A wp A wp A wp A AA A D DD D TO SCONCE LIGHT, LANDING RECESSED AND SWITCH ABOVE KK K K K K D KEYLESS FIXTURE IN CRAWL 3'x3' ACCESS DOOR INTO CRAWLSPACE L LLL LTO LANDING STEP LIGHTS AND ENTRY LIGHTS ABOVEgfcigfci SD CM SD CM gfcigfci gfci gfci gfci gfci gfci gfcigfcigfcigfcigfcigfcigfcigfci gfci gfci gfci gfci GFCI OUTLET PROVIDE AT ALL BATHS, KITCHENS, LAUNDRY, POWDER AND OUTDOORS LAUNDRY AND DISHWASHERS ARE ON GFCI PROTECTION GFCI OUTLET PROVIDE AT ALL BATHS, KITCHENS, LAUNDRY, POWDER AND OUTDOORS LAUNDRY AND DISHWASHERS ARE ON GFCI PROTECTION A wp D E F G J K L 5" RECESSED CAN LIGHT (wet location) 5" RECESSED CAN LIGHT (sloped ceiling fixture) 5" RECESSED CAN LIGHT (directional spot) CEILING MOUNTED FIXTURE (CHANDELIER, PENDANT OR SURFACE MOUNT) A 5" RECESSED CAN LIGHT WALL MOUNTED SCONCE FIXTURE CEILING FAN UNDERCABINET LIGHT H FLUORESCENT CLOSET LIGHT BATH FAN 2x4 FLUORESCENT FIXTURE SURFACE MOUNT STEP LIGHT M COVE LIGHTING (LED TAPE) 1/2 HOT DUPLEX OUTLET NOTES: 1 PROVIDE DOOR BELL CHIME AT EACH LEVEL. 2 PROVIDE POWER AT ALL HEAT TAPE AND FUTURE HEAT TAPE LOCATIONS. REVIEW LOCATIONS WITH GENERAL CONTRACTOR 3 ALL SWITCHES THAT CONTROL INTERIOR LIGHTS (NOT IN CLOSETS) SHOULD BE DIMMER CONTROLLED WHERE POSSIBLE AND PRACTICAL 4 ALL OUTLETS AND SWITCHES SHOULD BE DECORA STYLE WITH CONCEALED SCREWS B C t THERMOSTAT SD CM SMOKE DETECTOR CO SENSOR/DETECTOR SWITCH INTERIOR LIGHTING NOTE GENERAL CONTRACTOR TO MEET 2015 IRC REQUIREMENT SECTION N1104.1 LIGHTING EQUIPMENT: A MINIMUM OF 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS. gfci GFCI OUTLET PROVIDE AT ALL BATHS, KITCHENS, LAUNDRY, POWDER AND OUTDOORS LAUNDRY AND DISHWASHERS ARE ON GFCI PROTECTION ARC-FAULT CIRCUIT INTERRUPTER AFCI protection is required on all branch circuits supplying outlets or devices installed in dwelling unit kitchens, family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, laundry areas, and similar rooms and areas. OUTDOOR RECEPTACLES ARE 125-VOLT, SINGLE PHASE, 15 AND 20 AMP AND SHALL BE GFCI. OUTLETS ARE TO HAVE A COVER AND WEATHERPROOF WHILE IN USE OT NOT 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS7/13/2017 4:01:11 PMA6.0LOWER LEVEL RCP16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1/4" = 1'-0"1 A1.0 LOWER LEVEL RCP AND ARCH LIGHTING PLAN 1/4" = 1'-0" ELECTRICAL LEGEND No. Description Date1 Revision 1- BUILDING DEPT COMMENTS7-13-1701/02/18 REF.DW W D REF. REF.DW 2 A4.1 1 A4.2 4 A4.2 3 A4.1 1 A4.1 2 A4.3 2 A4.2 3 A4.2 1 A4.3 4 A4.1 2 A4.4 1 A4.4 PARTY WALL A D1' - 5 1/2"D D bar type pendant M M Min knee space A A A A A A G GA A A A G G G G t B B B B B B BCC D A D D F A A A AC CA A A A A A A wp A wp J J J D A.Sub-Flr dropped ceiling 9' - 1" M M MMA.Sub-Flr dropped ceiling 9' - 8" A.Sub-Flr dropped ceiling 9' - 1" A.Sub-Flr dropped ceiling 9' - 1" CEE E E EE E A J D D D D D D steel beam M. CLOSET W208 MASTER BEDROOM W205 LANDING W204 LIVING W200 KITCHEN W202 DINING W201 POWDER W203 MASTER BATH W206 WC W207 A.Sub-Flr dropped ceiling 9' - 1" A.Sub-Flr dropped ceiling 9' - 1" A A A.Sub-Flr dropped ceiling 9' - 1" A.Sub-Flr dropped ceiling 9' - 1" CEILING AT 11'-9 1/4" CEILING AT 11'-9 1/4" A A A A A A A A AA A D steel beam D fireplace 8057'-6 1/4" top plate8062'-9 1/2" top plateCEILING AT 9'-6 1/4" E A E E L L L LLCCAA AA AA AL L L L L LL L review in-floor outlet location for living room review in-floor outlet location for living room G G fireplace fireplace CEILING AT BTM OF STRUCTURE ABOVE 11'-9 1/4" A A A G GG G TO LIGHTS ON LANDING AND SWITCH BELOW TO LIGHTS ON LANDING AND SWITCH ABOVE t ETO LIGHTS ON LANDING AND SWITCH BELOW TO LIGHTS ON LANDING AND SWITCH ABOVEE A A TO STEP LIGHTS AND EXTERIOR GARAGE WALL LIGHTS BELOW TO SWITCH ABOVE J G G GG GG REVIEW LIGHTS ON TOP OF CABINETS TOO SD CM SD SD CM 3:12 D D 1 A5.1 SD gfci gfci gfci EXTERIOR OUTLET gfciOUTDOOR RECEPTACLES ARE 125-VOLT, SINGLE PHASE, 15 AND 20 AMP AND BE GFCIgfci EXTERIOR OUTLET OUTDOOR RECEPTACLES ARE 125-VOLT, SINGLE PHASE, 15 AND 20 AMP AND BE GFCI gfciEXTERIOR OUTLET gfciEXTERIOR OUTLET gfci EXTERIOR OUTLET gfcigfcigfcigfcigfcigfcigfci gfci gfci gfci gfci gfci gfci gfci gfci gfcigfcigfcigfcigfcigfcigfcigfcigfci gfci gfcigfcigfciA wp D E F G J K L 5" RECESSED CAN LIGHT (wet location) 5" RECESSED CAN LIGHT (sloped ceiling fixture) 5" RECESSED CAN LIGHT (directional spot) CEILING MOUNTED FIXTURE (CHANDELIER, PENDANT OR SURFACE MOUNT) A 5" RECESSED CAN LIGHT WALL MOUNTED SCONCE FIXTURE CEILING FAN UNDERCABINET LIGHT H FLUORESCENT CLOSET LIGHT BATH FAN 2x4 FLUORESCENT FIXTURE SURFACE MOUNT STEP LIGHT M COVE LIGHTING (LED TAPE) 1/2 HOT DUPLEX OUTLET NOTES: 1 PROVIDE DOOR BELL CHIME AT EACH LEVEL. 2 PROVIDE POWER AT ALL HEAT TAPE AND FUTURE HEAT TAPE LOCATIONS. REVIEW LOCATIONS WITH GENERAL CONTRACTOR 3 ALL SWITCHES THAT CONTROL INTERIOR LIGHTS (NOT IN CLOSETS) SHOULD BE DIMMER CONTROLLED WHERE POSSIBLE AND PRACTICAL 4 ALL OUTLETS AND SWITCHES SHOULD BE DECORA STYLE WITH CONCEALED SCREWS B C t THERMOSTAT SD CM SMOKE DETECTOR CO SENSOR/DETECTOR SWITCH INTERIOR LIGHTING NOTE GENERAL CONTRACTOR TO MEET 2015 IRC REQUIREMENT SECTION N1104.1 LIGHTING EQUIPMENT: A MINIMUM OF 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS. gfci GFCI OUTLET PROVIDE AT ALL BATHS, KITCHENS, LAUNDRY, POWDER AND OUTDOORS LAUNDRY AND DISHWASHERS ARE ON GFCI PROTECTION ARC-FAULT CIRCUIT INTERRUPTER AFCI protection is required on all branch circuits supplying outlets or devices installed in dwelling unit kitchens, family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, laundry areas, and similar rooms and areas. OUTDOOR RECEPTACLES ARE 125-VOLT, SINGLE PHASE, 15 AND 20 AMP AND SHALL BE GFCI. OUTLETS ARE TO HAVE A COVER AND WEATHERPROOF WHILE IN USE OT NOT 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS7/13/2017 4:01:13 PMA6.1MAIN LEVEL RCP16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1/4" = 1'-0"1 A2.0 MAIN LEVEL RCP AND ARCH LIGHTING PLAN 1/4" = 1'-0" ELECTRICAL LEGEND No. Description Date1 Revision 1- BUILDING DEPT COMMENTS7-13-1701/02/18 2 A4.1 1 A4.23 A4.1 1 A4.1 2 A4.3 2 A4.2 3 A4.2 1 A4.3 4 A4.1 2 A4.4 1 A4.4 PARTY WALL 5 A5.1 1 A5.2 F SD CM B B B B B B D J t B B TO BELOW BB BB J J F F F B B B B D B B B B BB B B A wpE A E E E E A wp A wp A t F B B A.Sub-Flr dropped ceiling 9' - 9" A.Sub-Flr dropped ceiling 9' - 9" 3:12 3:12 2:122:123:12 2:123:12 3:12 3:12 A.Sub-Flr dropped ceiling 8' - 4" A.Sub-Flr dropped ceiling 8' - 4" A.Sub-Flr dropped ceiling 8' - 4" A.Sub-Flr dropped ceiling 8'- 4" A.Sub-Flr dropped ceiling 8' - 4" 8070' - 6" top plate 8066' - 1" top plate 8066' - 1" top plate8066' - 1" top plate 8065' - 1" top plate 8072' - 3 3/4" top plate8069' - 10" top plate 8067' - 10" top plate8063' - 1" top plate2:122:128070' - 6" top plate 8070' - 6" top plate D TO SCONCE AND SWITCH BELOW A.Sub-Flr dropped ceiling 9' - 9" FB B B B B D A CCFI REPLACED DJ J J E E A wp F BB B B D E E A wp B B HOT TUB DISCONNECT OFFSET RADON VENT PIPE/STACK A.Sub-Flr dropped ceiling 10' - 1" A.Sub-Flr dropped ceiling 10' - 1" A wp A wp A wp A wp E E TO STEP LIGHTS TO 5 LANDSCAPE LIGHT (<18" TALL) A A EJ 2:12A.Sub-Flr dropped ceiling 9' - 9" BEDROOM W310 BEDROOM W306 BEDROOM W303 FAMILY W300 MASTER BEDROOM E307 BEDROOM E309 LANDING E300 BEDROOM E303 ASSESS CEILING HT IN THIS AREA OVER DOOR TO LEAVE MAX HEIGHT, BUT ENOUGH ROOM TO GET FLUE ACROSS RUN FLUE FROM MASTER FP TO CHIMNEY MASS ON ROOF 1 A5.1 B B UNDERFRAME CEILING TO MATCH ROOF OF SOUTHERN PORTION 3:12 CM SD SD SD SD SD SD SD CM gfci gfcigfciE gfci gfci gfcigfciFIREPLACE APPLIANCE IS TO APPROVED TO BE IN SLEEPING ROOMS EXTERIOR OUTLET EXTERIOR OUTLET SD smoke alarm at high point in ceiling EXTERIOR OUTLET OUTDOOR RECEPTACLES ARE 125-VOLT, SINGLE PHASE, 15 AND 20 AMP AND BE GFCI gfci gfcigfcigfci OUTDOOR RECEPTACLES ARE 125-VOLT, SINGLE PHASE, 15 AND 20 AMP AND BE GFCI OUTDOOR RECEPTACLES ARE 125-VOLT, SINGLE PHASE, 15 AND 20 AMP AND BE GFCI A wp D E F G J K L 5" RECESSED CAN LIGHT (wet location) 5" RECESSED CAN LIGHT (sloped ceiling fixture) 5" RECESSED CAN LIGHT (directional spot) CEILING MOUNTED FIXTURE (CHANDELIER, PENDANT OR SURFACE MOUNT) A 5" RECESSED CAN LIGHT WALL MOUNTED SCONCE FIXTURE CEILING FAN UNDERCABINET LIGHT H FLUORESCENT CLOSET LIGHT BATH FAN 2x4 FLUORESCENT FIXTURE SURFACE MOUNT STEP LIGHT M COVE LIGHTING (LED TAPE) 1/2 HOT DUPLEX OUTLET NOTES: 1 PROVIDE DOOR BELL CHIME AT EACH LEVEL. 2 PROVIDE POWER AT ALL HEAT TAPE AND FUTURE HEAT TAPE LOCATIONS. REVIEW LOCATIONS WITH GENERAL CONTRACTOR 3 ALL SWITCHES THAT CONTROL INTERIOR LIGHTS (NOT IN CLOSETS) SHOULD BE DIMMER CONTROLLED WHERE POSSIBLE AND PRACTICAL 4 ALL OUTLETS AND SWITCHES SHOULD BE DECORA STYLE WITH CONCEALED SCREWS B C t THERMOSTAT SD CM SMOKE DETECTOR CO SENSOR/DETECTOR SWITCH INTERIOR LIGHTING NOTE GENERAL CONTRACTOR TO MEET 2015 IRC REQUIREMENT SECTION N1104.1 LIGHTING EQUIPMENT: A MINIMUM OF 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS. gfci GFCI OUTLET PROVIDE AT ALL BATHS, KITCHENS, LAUNDRY, POWDER AND OUTDOORS LAUNDRY AND DISHWASHERS ARE ON GFCI PROTECTION ARC-FAULT CIRCUIT INTERRUPTER AFCI protection is required on all branch circuits supplying outlets or devices installed in dwelling unit kitchens, family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, laundry areas, and similar rooms and areas. OUTDOOR RECEPTACLES ARE 125-VOLT, SINGLE PHASE, 15 AND 20 AMP AND SHALL BE GFCI. OUTLETS ARE TO HAVE A COVER AND WEATHERPROOF WHILE IN USE OT NOT 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS7/13/2017 4:01:14 PMA6.2UPPER LEVEL RCP16702655 Davos TrailPERMIT SET04-28-17Custom Duplex atVail Colorado1/4" = 1'-0"1 A3.0 UPPER LEVEL RCP AND ARCH LIGHTING PLAN 1/4" = 1'-0" ELECTRICAL LEGEND No. Description Date1 Revision 1- BUILDING DEPT COMMENTS7-13-17All exterior outlets to be WR and to have Extra Duty rated in-use covers. 01/02/18 01/02/18 06/13/17 01/02/18 06/13/17 01/02/18 06/13/17 01/02/18 07/18/17 01/02/18 07/18/17 01/02/18 06/13/17 01/02/18 06/13/17 01/02/18 06/13/17 01/02/18 06/13/17 01/02/18 06/13/17 01/02/18 01/02/18