The URL can be used to link to this page

Home My WebLink AboutB13-0456 PLANS APPROVEDRADON MITIGATION SYSTEM PROVIDE DESIGN-BUILD ENGINEERING AND CONSTRUCTION OF A PASSIVE RADON MITIGATION SYSTEM FOR THE PROJECT TO WHICH AN INLINE FAN COULD BE ADDED LATER IF REQUIRED PER THE FOLLOWING CRITERIA AND AS REQUIRED TO MAINTAIN RADON LEVELS AT THE MECHANICAL ROOM, LOWER LEVEL AND HOUSE BELOW EPA AND OTHER GOVERNMENT STANDARDS. THE RADON MITIGATION SUBCONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE VAPOR BARRIER INSTALLATION AND THE ELECTRICIAN FOR AN ELECTRICAL JUNCTION BOXES AT THE LOCATIONS DETERMINED BY THE RADON MITIGATION SUBCONTRACTOR FOR THE POTENTIAL FUTURE FANS. AT A MINIMUM, THE FOLLOWING SYSTEMS/SERVICES WILL BE PROVIDED AS PART OF THE BASE BID BY THE RADON MITIGATION SUB CONTRACTOR. - SEALING OF THE LOWER LEVEL CONCRETE SLAB TO THE FOUNDATION WALLS - SEALING OF ALL PLUMBING AND OTHER PENETRATIONS THROUGH THE CONCRETE SLABS OR THROUGH THE BELOW GRADE PORTIONS OF THE FOUNDATION WALL - LOCATIONS & INSTALLATION OF PIPES, PORTS, AND OPENINGS IN THE SLAB FOR SLAB DEPRESSURIZATION SYSTEM. - PROVIDE PASSIVE VENT PIPE SYSTEM WHICH RUNS FROM THE SLAB PENETRATION LOCATIONS(S) TO THE OUTSIDE IN ACCORDANCE WITH THE EPA STANDARDS. THE VENTS SHALL BE RUN WITHIN THE INTERIOR OR EXTERIOR WALLS TO A LOCATION(S) HIGH ON THE ROOF. COORDINATE VENT LOCATIONS WITH ARCHITECT AND/OR OWNER - PROVIDE POWER ADJACENT TO SLAB VENT PENETRATIONS FOR POTENTIAL FUTURE INLINE FAN LOCATION INCLUDING ALL REQUIRED ROUGH IN WIRING AND JUNCTION BOXES, IN THE EVENT THAT A FAN IS REQUIRED TO BE INSTALLED - PROVIDE PROVISIONS FOR A SYSTEM FAILURE INDICATOR, INCLUDING ALL REQUIRED ROUGH-IN WIRING, AND JUNCTION BOXES, IN THE EVENT THAT A FAN IS REQUIRED TO BE INSTALLED. - PERFORM RADON TESTING AFTER THE HOME/PASSIVE SYSTEM IS COMPLETE TO DETERMINE IF THE HOME PASSES OR IF AN ACTIVE SYSTEM IS REQUIRED IN ORDER TO MAINTAIN RADON BELOW EPA AND OTHER GOVERNMENTAL STANDARDS. - IF AN ACTIVE SYSTEM IS REQUIRED, PERFORM FOLLOW UP RADON TESTING AFTER THE SYSTEM IS COMPLETE TO DETERMINE IF RADON HAS BEEN MITIGATED - PROVIDE AND INLINE FAN IF ACTIVE SYSTEM IS REQUIRED. PROVIDE OTHER EQUIPMENT AND SYSTEM AS REQUIRED TO PROVIDE A FUNCTIONAL RADON MITIGATION SYSTEM FOR THE UNITS. RE: OUTLINE SPEC FOR MORE DETAILS Scale Drawn by Checked by Issue Date REVISION 4 1 A5.1 A 3.2 PROJECT DIRECTORY 1 2 34 A9.1 A6.1 1 A6.1 1 100 LIVING 1 A4.1 SIM. SYMBOL LEGEND ABBREVIATIONS MATERIAL LEGEND DRAWING LIST: PROJECT INFORMATION ARCHITECT OF RECORD Triumph Custom Homes Contact: Mike Foster 12 Vail Road, Suite 700 Vail, CO 81657 Phone: (303) 475-4413 mikef@triumphdev.com 100 A BUILDING SECTION NO. SECTION CUT SHEET NO. DETAIL NO. DETAIL CUT SHEET NO. ROOM NUMBER EXTERIOR ELEVATION DOOR MARK DETAIL CUT REFERENCE GRID LINE SPOT ELEVATION DRAWING REVISION INTERIOR ELEVATION WINDOW MARK Galvanized Laminated Wood Beam General Contractor Hardware Gypsum Wallboard Grade Gypsum RW RO SEW SECT SAN SHLV Cpt Carpet CeramicCER SIM SHT W/Reinforce (d)REINFFDFloor Drain With (comb. form) Required Round Head Sheet Metal ScrewGA FDN FTG RoomRM RHSM REQD Gauge Foundation Footing WD W/O Wood Without and Air Conditioning Heating, Ventilating, Lavatory Manufacturer Laminate Inside Diameter Miscellaneous Mechanical Not In Contract Medicine Cabinet Masonry Opening Horizontal On Center Not to Scale Oriented Strand Board Opposite Outside Diameter Property Plywood Perforated (d) Prefinished Sheet Metal Penny (nails, etc.) Refrigerator Radius or Riser Not Applicable AAD ADD AGG ADJ AOR BM ARCH ALT BD BS BET BRG AFF CL BLDG CAB CLOS CMU CJ CONC COL DP DIA DET CONT BO DR DN DW EL EA DRWG DS EQ EJ EXIST EXT FE CABT FOC FOS FP FL FIN DIM GC GALV Glass GLB GR GL HeadHD HDW GWB Highway Height HWY HT HVAC GYP Addendum Attic Access Door Aggregate Adjacent Area of Refuge Alternate Beam Architectural Board Between Both Sides Bearing Above Finished Floor Interior JointJT INT ID MO MFG LAV LAM Maximum Material MAX MC MTL Minimum NIC MISC MIN MECH Cabinet Building Centerline Closet Concrete Column Construction Joint Detail Diameter Damproofing Continuous Concrete Masonry Unit HORBottom Of OpeningOPG OC NTS d OD OSB OPP PlatePL PFSM PLWD PERF Project ProductPROD PROP PROJ Drain Dishwasher Down Elevation Each Drawing Downspout Equal Existing Exterior Expansion Joint Face Of Concrete Face Of Stud Fire Extinguisher Cabinet ReferREF REFRFloor Fireproof RFinish NADimension Tongue and Groove Toilet Paper Holder Sound- Transmission Class Vinyl Asbestos Tile United States Gage Unless Noted Otherwise Uniform Building Code SL SQ SPEC STC SM SUB STRUCT STL TV TEL SUSP SUPPL IE THK TEMP TO T&B T&G TPH STD Roof Window Sewer Sanitary Section Rough Opening Sliding Shelves Similar Square Specification Sheet Metal Sheet Steel Substitute Structure (al) Television Telephone Suspend (ed) Supplement (al) That Is Thick Tempered Top Of Top and Bottom Standard UG TYP TS USG UBC UNFIN U.N.O. VENT VIF VERT VAR VAT WC V WT WIN WP Typical Underground Tube Steel Unfinished Variable Vertical Ventilate Verify In Field Voltage Water Closet Weight Window Waterproof T Tread FINISHED WOOD ROUGH FRAMING OR ROUGH SAWN TRIM WOOD BLOCKING CONCRETE STONE TILE GLAZING FRAME WALL CONCRETE MASONRY PARTICLE BD. OR GLU-LAM WOOD WOOD FIBER BD. RIGID INSULATION CARPET ACOUSTICAL CEILING STEEL PLYWOOD SHEET METAL BATT INSULATION GYP. WALL BOARD/ STUCCO/ PLASTER ALUMINUM OR SECTION PLANSECTION PLAN ROCK/ SOIL/ COMPACTED FILL SAND NON-COMPACTED FILL STRUCTURAL ENGINEER LANDSCAPE ARCHITECT CLIENTS Issue Date: ELEV. 100'-0" T.O. PWD. SITE ELEV. = 116'-0" Power Actuated FastenedPAF CODE INFORMATION DESIGN ARCHITECT Eric and Sara Resnick 493 Beaver Dam Road Vail, CO 81657 Phone: (303) 888-2199 eric.resnick@kslcapital.com BERGLUND ARCHITECTS, LLC P.O. Box 2378 210 Edwards Village Blvd Suite A103 Edwards, CO 81632 Phone: (970) 926-4301 Fax: (970) 926-4364 hans@berglundarchitects.com VICINITY MAP SURVEYOR Eagle Valley Surveying 41199 Hwy. 6 and 24, Eagle Vail P.O. Box 1230 Edwards, CO 81632 Phone: (970) 3949-1406 MECHANICAL ENGINEER INTERIOR DESIGNER Sarah Carr Design P.O. Box 4032 Vail, CO 81658 Phone: (970) 214-7571 Fax: (970) 748-8959 sarahcarr@gmail.com SOILS / CIVIL ENGINEER HP Geotech Contact: Steve Pawlak 5020 County Road 154 Glenwood Springs, CO 81601 Phone: (970) 945-7988 Fax: (970) 945-8454 steve@hpgeotech.com A.THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT, THE GENERAL NOTES, THE SPECIFICATIONS, AND THE OF THE DOCUMENTS SHALL BE SUPPLIED AS THOUGH FULLY COVERED IN ALL. ANY DISCREPANCY BETWEEN THE DIFFERENT PARTS SHOULD BE REPORTED TO THE ARCHITECT IMMEDIATELY. B.CONTRACTOR WILL ASSUME RESPONSIBILITY OF ITEMS REQUIRING COORDINATION AND RESOLUTION DURING THE CONSTRUCTION PROCESS C.ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ORDINANCES, AND SHALL BE PREFORMED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMAN OF THE APPROPRIATE TRADES. D.THESE DOCUMENTS ARE INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE DOCUMENTS. IT IS THE RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS AND/OR DIRECTIONS REGARDING DESIGN INTENT WHERE IT IS ALTERED BY EXISTING CONDITIONS OR WHERE NEGLECTED IN THE DOCUMENTS. E.ANY MATERIALS PROPOSED FOR SUBSTITUTION OF THOSE SPECIFIED OR CALLED OUT BY TRADE NAME IN THESE DOCUMENTS SHALL BE PRESENTED TO THE ARCHITECT FOR REVIEW. THE CONTRACTOR SHALL SUBMIT SAMPLES WHEN REQUIRED BY THE ARCHITECT. AND ALL SUCH SAMPLES SHALL BE REVIEWED BY THE ARCHITECT BEFORE THE WORK IS PERFORMED. WORK MUST CONFORM TO THE REVIEWED SAMPLES. ANY WORK WHICH DOES NOT CONFORM SHALL BE REMOVED AND REPLACED WITH WORK WHICH CONFORMS AT THE CONTRACTOR'S EXPENSE. SUBCONTRACTORS SHALL SUBMIT REQUESTS AND SAMPLES FOR REVIEW THROUGH THE GENERAL CONTRACTOR WHEN WORK IS LET THROUGH HIM OR HER. REQUIRED VERIFICATIONS AND SUBMITTALS TO BE MADE IN ADEQUATE TIME AS TO NOT DELAY PROGRESS. F.SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR HIS OR HER REVIEW WHERE CALLED FOR ANYWHERE IN THESE DOCUMENTS. REVIEW SHALL BE MADE BY THE ARCHITECT BEFORE WORK IS BEGUN, AND WORK SHALL CONFORM TO THE REVIEWED SHOP DRAWINGS, SUBJECT TO REPLACEMENT AS REQUIRED IN PARAGRAPH E ABOVE. G.THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE CONTRACTOR WHEN THERE IS NEED OF INSPECTION AS REQUIRED BY THE 2009 INTERNATIONAL RESIDENTIAL CODE OR ANY LOCAL CODE OR ORDINANCE. H.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS, AND FOR THE PROTECTION OF ALL WORK UNTIL IT IS DELIVERED COMPLETED TO THE OWNER. I.ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS NOTED WITH "N.T.S." DENOTES NOT TO SCALE. J.CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS, AND WALLS WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. GENERAL NOTES Ceres+ Landscape Architecture Contact: Scott Sones P.O. Box 2134 Eagle, CO 81631 Phone: (970) 949-3286 Fax: (970) 262-2162 studio@ceres-plus.com Monroe and Newell Engineers 70 Benchmark Road, Suite 204 Avon, CO 81620 Phone: (970) 949-7768 Fax: (970) 949-4054 avon@monroe-newell.com 1027 PTARMIGAN Rader Engineering Contact: Drew Rader 40690 Hwy. 6 Suite E-1 Avon, CO 81620 Phone: (970) 845-7910 Fax: (970 845-7522 drader@raderengineering.com CONTRACTOR R.A. Nelson P.O. Drawer 5400 Avon, CO 81620 Phone: (970) 949-5152 info@ranelson.com 1/4" = 1'-0" 10 / 1 0 / 2 0 1 3 1 : 5 6 : 2 6 A M A1.0 COVER SHEET AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET RESNICK RESIDENCE Vail Village Subdivision, Filing No. 7, Block 5, Lot 2 1027 Ptarmigan Road, Vail, CO 81657 10-09-13 BUILDING PERMIT SET A1.0 COVER SHEET SURVEY LANDSCAPE DRAWINGS L-1 LANDSCAPE PLAN L-2 PLANTING PLAN ARCHITECTURAL DRAWINGS A2.0 SITE PLANA2.1 AREA CALCS A2.2 DEMO PLAN A3.1 LOWER LEVEL FLOOR PLAN A3.2 MAIN LEVEL FLOOR PLAN A3.3 UPPER LEVEL FLOOR PLAN A3.4 ROOF PLAN A4.1 ELEVATIONS A4.2 ELEVATIONS A4.3 ELEVATIONS A4.4 3D VIEWS A5.1 BUILDING SECTIONS A5.2 BUILDING SECTIONS A5.3 BUILDING SECTIONSA5.4 BUILDING SECTIONS A6.1 DETAILS A7.1 FIREPLACE SHEET A7.2 FIREPLACE SHEET A7.3 FIREPLACE SHEET A7.4 STAIR SHEET A7.5 STAIR SHEET A7.6 STAIR SHEET A7.7 STAIR SHEET A7.8 STAIR SHEET A7.9 STAIR SHEET A7.10 ELEVATOR SHEET A8.0 WINDOW AND DOOR SCHEDULEA8.1 WINDOW ANND DOOR DETAILS A10.0 ELECTRICAL SCHEDULE AND NOTES A10.1 LOWER LEVEL RCP A10.2 MAIN LEVEL RCP A10.3 UPPER LEVEL RCP STRUCTURAL DRAWINGS S3.0 COVER SHEET S3.1 FOUNDATION PLAN S3.2 MAIN LEVEL FRAMING PLAN S3.3. UPPER LEVEL FRAMING PLAN S3.4 ROOF FRAMING PLAN S4.1 FOUNDATION DETAILSS4.2 FOUNDATION DETAILS S5.1 WALL AND FLOOR DETAILS S6.1 ROOF DETAILS MECHANINCAL DRAWINGS M0.0 MECHANICAL COVER SHEET M0.1 MECHANICAL ZONING PLAN M0.2 RADON MITIGATION M1.0 MECHANICAL SCHEDULES M2.1 LOWER LEVEL MECHANICAL PLAN M2.2 MAIN LEVEL MECHANICAL PLAN M2.3 UPPER LEVEL MECHANICAL PLAN M3.0 MECHANICAL SCHEMATICSM3.1 MECHANICAL SCHEMATICS M4.0 MECHANICAL SPECS AND SEQUENCE OF OPERATIONS CODE: 2012 IRC, 2012 IECC OCCUPANCY TYPE: SINGLE FAMILY HOME ENERGY CONSERVATION: THE BUILDING COMPLIES WITH THE ENERGY CONSERVATION REQUIREMENT FROM CHAPTER 4 OF THE 2012 INTERNATIONAL ENERGY CODE PER ZONE 6B ADOPTED BY THE TOWN OF VAIL, AND AS DEMONSTRATED BY REScheck SOFTWARE, AS FOLLOWS: The following is a summary for the climate zone 6B of Table 402.1.1 requirements of the IEC and as adopted by The Town of Vail, and an outline of the proposed R values of the assemblies of the building which are defined in the Construction Document Drawings and Specifications: Maximum Glazing U-Factor of .30 for new single family dwelling units per Town of Vail amendments, this can be a weighted average. *Note - Contractor may use alternate insulation materials other than blown-in cellulose insulation to achieve equal R-values Ceilings - Requirement of R-49 which is reduced to R-38 per N1102.2.1 since the construction techniques provide a full R-38 insulation value over the wall top plate. The design provides a full R-38 insulation value over the wall top plate as follows: 1. 14" TJI Roof Assembly - Provides R-65.5 per the 5/8" plywood over R-25 5 1/2" rigid foam panels over 5/8" plywood over 14" TJI filled with blown in R-49 cellulose insulation with GWB ceiling with a full R-38 assembly provided over top plate Walls - Requires R-20: Providing R-29.8 per the sum of the provided R values of the typical 2x6 wood framing wall assembly with 3/4" wood siding, copper panels, or 6" stone veneer, over 2 5/8" insulation panel (5/8" exterior sheathing, R-10 2" rigid foam insulation panels), 1/2" structural exterior sheathing, R-19.8 blown in cellulose insulation (R-3.6 per inch), and 5/8" drywall exceeds the requirement. Basement Walls - Requires R-10 of continuous insulation or R-13 cavity insulation : Providing R-29.9 per the sum of the provided R values of the R-20 4" rigid foam insulation over the concrete wall with 2x wood furring set 1/2" off concrete with 1 1/2" of 2# closed cell spray foam insulation with R-9.9 (R-6.6 per inch) and 5/8" drywall exceeds the requirement. Note: R-20 exterior insulation is provided at all below grade conditions. Basement Slab - Requires R-15 for 4' (since the slab is heated)- Provides R-20 exterior insulation from T.O. footing to grade, and the R-20 4" rigid insulation continuous under the topping slab ADDITIONAL REQUIREMENTS PER TOWN OF VAIL CODE AMENDMENTS: ROOF COVERING: Meets Section 1505.6 of the Town of Vail Code- The standing seam metal roofing will be installed to meet the required Class A roof or Class A roof assembly. FIRE SPRINKLER SYSTEM: Building is to be equipped throughout with an automatic sprinkler system installed in accordance with NFPA 13 and the Town of Vail. A monitored fire alarm system will also be provided. PLUMBING: See water service documents from mechanical engineer. See Architectural Drawings for fixture locations. MECHANICAL: See mechanical documents from mechanical engineer. ELECTRICAL: See load calculations from mechanical engineer for service and electric panel sizing Resnick Residence 1027 Ptarmigan Road, Vail Village Subdivision, Filing 7, Block 5, Lot 2 Zone District: Two-Family Primary/Secondary Residential ( PS ) Lot is .4809 acres, equal to 20,948 SF Allowable GRFA .46 SF/1 SF of site area < 10,000 SF of site area 10,000 x 0.46 equals 4,600 SF .38 SF per 1 SF of site area > 10,000 SF of site area 5,000 x 0.38 equals 1,900 SF .13 SF per 1 SF of site area > 10,000 SF of site area 1,024 x 0.13 equals 733 SF _______________________________________________________________________ Total Allowed Gross Residential Floor Area (GRFA) for entire lot 7,273 SF Allowable site coverage is 20% of lot 4,190 SF Square Footage Summary Habitable SF GRFA SFLower Level 4,167 SF 1,167 SF *1 Main Level 3,020 SF 3,020 SF Upper Level 3,045 SF 3,045 SF ____________________________________________________________________ Total 10,232 SF 7,232 SF Provided SF Allowed SF Garage 1,135 SF 1,200 SF Site Coverage 4,178 SF 4,190 SF GRFA 7,232 SF 7,273 SF *1 28% OF THE LOWER LEVEL WALL IS ABOVE EXISTING OR FINISHED GRADE WHICHEVER WAS MORE RESTRICTIVE, THEREFORE 28% OF THE LOWER LEVEL SF IS COUNTED AS GRFA (LOWER LEVEL HABITABLE 4,167 SF * .28 = 1,167 SF) Site Coverage Allowable site coverage is 20% of lot which equals 4,190 SF. 4,178 SF is provided. Setbacks 20' from front 15' from sides 15' from rear Patio can extend to 1/2 the distance of the setback Decks can encroach set back 5' Roof or architectural projections can encroach 4' Height Flat or mansard roofs not to exceed 30' Sloping roof not to exceed 33' Garage Allow 1,200 sq. ft. per unit. 1,135 SF is provided. Parking Required per Chapter 10 If dwelling is more than 5,500 GRFA 5 spaces are required. 4 covered 9' x 18' (in garage) and 1 uncovered 9' x 19' parking spaces are provided. No. Revision Description Revision Date By David Rhoades at 8:18 am, Oct 11, 2013 B13-0456 !"#$ !"#$ %&’( %&’( )&’( *( *( )&’( )&’( +&, %&+( %&+( %&’( )&’( )&’( )%( +& +&’(+&*( +&*( )&’( )&’( )&’( )&+( )&%( )&+( )&+( ! -."/012""3 -."/024#$5467#248 -."/0 8 "9 $5:9 :5 1 4 2 "5 2 9 3 1 " -."/08 "9$5:;:51 42 "52 931 " -."/012""3 -."/024#$5467#248 -."/0 8 "9 $5 :9:5 1 4 2"52 9 3 1 " -."/08 "9$5 :;:5 1 42 "5 2 93 1" ) % )) )< )’)= ), )* )> %+%) %% %? %<%’%= %, %* %> ?+ ?) ?% ?? ?< ?’ ?= ?, ?* ?> <+ <) <% <?<< <> ’+ ’) ’% ’? ’= 8250 8255 8 2 6 0 8265 == = , !" !# "$%& %’ !! !% !" !$ !( !) "$!* *% *" *# "$!& !’ *) "$** *! *$ *( +,""-*".)&/,0 ,,!!1%). 2 "#-$(.$"/0 ,,’*&1 ’&1&. "1&. @ "3 #" A8B.752 9.B C C C C C C C C C C C C C C C C /9B$/9 D /4 4 !58 97.45 E *%’=&’ *%’’&< *%’=&% *%’’&, A7 "8A ;6 .B!.3 1 4 67B.3 " "B "#572 9 3 A "B "#5 F "7 "2 8 G4 3 "58 "! 7-58 "! 8 G4 3 "58 "! "9A "F "3 7 *(5 F 9.3 7 "3 9 3 #" 8 2 "-5@3 !&5H’5 2 ";9 25 E 9B6 F&5 #9 8 5B&A&5H)*<,*9B6 F&5 #9 8 5B&A&5H)*<,* 8 2 "-5@3 !&5H ’52 ";9 2 5 E +()+(%+(?+( S 7- 8 !"#$ !"#$ %&’( %&’( )&’( *( *( )&’( )&’( +&, %&+( %&+( %&’( )&’( )&’( )%( +& +&’(+&*( +&*( )&’( )&’( )&’( )&+( )&%( )&+( )&+( ! -."/012""3 -."/024#$5467#248 -."/0 8 "9 $5 :9:5 1 4 2"52 9 3 1 " -."/08 "9$5 :;:5 1 42 "5 2 93 1" ) % )< )’)=%+%) %% %? %<%’%= %, %* %> ?+ ?) ?% ?? ?< ?’ ?= ?, ?* ?> <+ <) <% <?<< ’% ’? ’= 8250 8 2 6 0 8265 == = , !" !# "$%& %’ !! !% !" !$ !( !) "$!* *% *" *# "$!& !’ *) "$** *! *$ *( +,""-*".)&/,0 ,,!!1%). 2 "#-$(.$"/0 ,,’*&1 ’&1&. "1&. @ "3 #" A8B.752 9.B C C C C C C C C C C C C C C C C A7 "8A ;6 .B!.3 1 4 67B.3 " "B "#572 9 3 A "B "#5 F "7 "2 8 G4 3 "58 "! 7-58 "! 8 G4 3 "58 "! "9A "F "3 7 *(5 F 9.3 7 "3 9 3 #" 8 2 "-5@3 !&5H’5 2 ";9 25 E 9B6 F&5 #9 8 5B&A&5H)*<,*9B6 F&5 #9 8 5B&A&5H)*<,* 8 2 "-5@3 !&5H ’52 ";9 2 5 E +()+(%+(?+( S 7- 8 !"#$ !"#$ %&’( %&’( )&’( *( *( )&’( )&’( +&, %&+( %&+( %&’( )&’( )&’( )%( +& +&’(+&*( +&*( )&’( )&’( )&’( )&+( )&%( )&+( )&+( ! -."/012""3 -."/024#$5467#248 -."/0 8 "9 $5 :9:5 1 4 2"52 9 3 1 " -."/08 "9$5 :;:5 1 42 "5 2 93 1" ) % )< )’)= ), )* )> %+%) %% %? %<%’%= %, %* %> ?+ ?) ?% ?? ?< ?’ ?= ?, ?* ?> <+ <) <% <?<< ’) ’% ’? ’= 8250 8255 8 2 6 0 8265 == = , !" !# "$%& %’ !! !% !" !$ !( !) "$!* *% *" *# "$!& !’ *) "$** *! *$ *( +,""-*".)&/,0 ,,!!1%). 2 "#-$(.$"/0 ,,’*&1 ’&1&. "1&. @ "3 #" A8B.752 9.B C C C C C C C C C C C C C C C C /9B$/9 D /4 4 !58 97.45 E A7 "8A ;6 .B!.3 1 4 67B.3 " "B "#572 9 3 A "B "#5 F "7 "2 8 G4 3 "58 "! 7-58 "! 8 G4 3 "58 "! "9A "F "3 7 *(5 F 9.3 7 "3 9 3 #" 8 2 "-5@3 !&5H’5 2 ";9 25 E 9B6 F&5 #9 8 5B&A&5H)*<,*9B6 F&5 #9 8 5B&A&5H)*<,* 8 2 "-5@3 !&5H ’52 ";9 2 5 E +()+(%+(?+( S 7- 8 !"#$ !"#$ %&’( %&’( )&’( *( *( )&’( )&’( +&, %&+( %&+( %&’( )&’( )&’( )%( +& +&’(+&*( +&*( )&’( )&’( )&’( )&+( )&%( )&+( )&+( ! -."/012""3 -."/024#$5467#248 -."/0 8 "9 $5:9 :5 1 4 2 "5 2 9 3 1 " -."/08 "9$5:;:51 42 "52 931 " -."/012""3 -."/024#$5467#248 -."/0 8 "9 $5 :9:5 1 4 2"52 9 3 1 " -."/08 "9$5 :;:5 1 42 "5 2 93 1" ) % )< )’)= ), )* )> %+%) %% %? %<%’%= %, %* %> ?+ ?) ?% ?? ?< ?’ ?= ?, ?* ?> <+ <) <% <?<< <> ’+ ’) ’% ’? ’= 8250 8255 8 2 6 0 8265 == = , !" !# "$%& %’ !! !% !" !$ !( !) "$!* *% *" *# "$!& !’ *) "$** *! *$ *( +,""-*".)&/,0 ,,!!1%). 2 "#-$(.$"/0 ,,’*&1 ’&1&. "1&. @ "3 #" A8B.752 9.B C C C C C C C C C C C C C C C C /9B$/9 D /4 4 !58 97.45 E A7 "8A ;6 .B!.3 1 4 67B.3 " "B "#572 9 3 A "B "#5 F "7 "2 8 G4 3 "58 "! 7-58 "! 8 G4 3 "58 "! "9A "F "3 7 *(5 F 9.3 7 "3 9 3 #" 8 2 "-5@3 !&5H’5 2 ";9 25 E 9B6 F&5 #9 8 5B&A&5H)*<,*9B6 F&5 #9 8 5B&A&5H)*<,* 8 2 "-5@3 !&5H ’52 ";9 2 5 E +()+(%+(?+( S 7- 8 UP 2.5' 2.5' 1.5' 8' 8' 1.5' 1.5' 0.7 2.0' 2.0' 2.5' 1.5' 1.5' 12' 0.6 0.5'0.8' 0.8' 1.5' 1.5' 1.5' 1.0' 1.2' 1.0' 1.0' 71.470.0 71.3 71.3 70.7 8270.28269.4 8268.4 8267.6 8267.68267.1 8267.2 8266.88265.8 8265.6 8265.1 8264.9 ’ X X X X X X X X X X X X X X RECEPTION NO. 102780 UTILITY EASEMENT 729628 RECEPTION NO. 102780 RECEPTION NO. 729628 RECEPTION NO. 729628 RECEPTION NO. TRACT D LOT 3 LOT 1 61.31 59.43 59.3 57.42 51.38 51.46 53.33 53.42 55.3 55.38 57.25 51.5 50.0 51.5 50.0 51.0 52.5 61.58 61.563.0 62.5 60.5 62.25 tw:65.0 tw:64.1 (69.0) 69.0 68.2 62.5 wl:61.0 50.0 50.0 55.5 53.5 (bw:51.5) 62.5 57.58 (tw:56.0) (tw:54.0) (tw:52.0) bw:53.0 tw:52.5 62.56 62.5 62.0 +/- 61.64 +/- 61.56 54 52 50 56 58 60 62 64 56 58 60 66 64 68 66 64 68 66 64 62 60 58 62 62 1 1/2" / 12" 1 1/2" / 12"1 1/2" / 12" 2" / 12" 20' FRONT SETBACK 15 ' S I D E S E T B A C K LI N E O F M E DIU M S E V E R IT Y R O C K F A L L 4' UNHEATED CONCRETE PAN(CENTER OF PAN 3" LOWER THAN SIDES) 5' SETBACK FROM STREET FOR SHRUBS, PERENNIALS/ANNUALS,ETC. 10' SETBACK FROM EDGE OF STREETFOR RETAINING WALLS AND OTHER PERMANENT OBSTRUCTIONS IE BOULDERS DRIVEWAY= 2,889 SF DECK= 43 SF DECK= 66 SF DECK= 42 SF LOWER LEVEL FINISHED FLOOR @ 8250' - 0" MAIN LEVEL FINISHED FLOOR @ 8262' - 0" UPPER LEVEL FINISHED FLOOR @ 8274' - 0" EXISTING GRADE @ 8256' - 6" *2 (4) 9' X 18' ENCLOSED PARKING SPACES (1) 9X19 EXTERIOR PARKING SPACE T.O. STRUCTURE @ 8288' - 0" T.O. STRUCTURE @ 8287' - 2 15/16" EXISTING GRADE @ 8255' - 10"FINISHED GRADE @ 8254' - 6" *1 T.O. STRUCTURE @ 8285' - 7 15/16" EXISTING GRADE @ 8252' - 9" *3 8' MAINTENANCE/UTILITY EASEMENT T.O. STRUCTURE @ 8286' - 7 3/16" EXISTING GRADE @ 8255' - 3" L I N E O F U P P E R L E V E L F O O T P R I N T L I N E O F E X I S T I N G S T R U C T U R E LINE OF UPPER LEVELFOOTPRINT LINE OF UPPER LEVEL FOOTPRINTLINE OF UPPERLEVEL FOOTPRINT T.O. STRUCTURE @ 8279' - 11 1/8" (1) CONIFEROUS TO BE REMOVED (2) DECIDUOUS TO BE REMOVED (1) DECIDUOUS TO BE REMOVED (2) CONIFEROUSTO BE REMOVED (2) CONIFEROUS TO BE REMOVED (7) DECIDUOUS TO BE REMOVED (2) DECIDUOUS TO BE REMOVED (1) DECIDUOUS TO BE REMOVED (2) DECIDUOUS TO BE REMOVED (2) DECIDUOUS TO BE REMOVED (2) DECIDUOUS TO BE REMOVED (1) DECIDUOUS TO BE REMOVED (1) DECIDUOUS TO BEREMOVED ELECTRIC METER LOCATION GAS METER LOCATION NORTH LINE OF GOVT LOT 3 LINE OF 7'-6" SET BACK FROM PROPERTY LINE 5' DECK ENCROACHMENT LINE 15' REAR SET BACK 4' ROOF ENCROACHMENT LINE 2" / 12" 1 1/2" / 12 " 1 1/2" / 12" 1 1/2" / 12" SNOW STORAGE AREA 240 SF SNOW STORAGEAREA 75 SF T.O. STRUCTURE @ 8283' - 8 9/16" T.O. STRUCTURE @ 8284' - 0 9/16" EXISTING GAS LINE NEW GAS LINE EXISTING PHONE LINE EXISTING TV LINE NEW PHONE LINE NEW TV LINE NEW ELECTRIC LINE NEW SEWER LINE LINE OF BUILDING FOOTPRINT 15 ' S I D E S E T B A C K EXISTING GRADE @ 8256' - 6" *4 SEWER MANHOLE MEAS RIM= 8247.8' MEAS INVERT= 8239.8' T.O. STRUCTURE @ 8289' - 4 9/16" 3" / 12" T.O. STRUCTURE @ 8286' - 7 3/16" ABOVE GROUND TRAMPOLINE POOL TO BE DEFERRED SUBMITTAL PENDING DRBREVIEW AND APPROVAL OF ASSIOCIATED BARRIER 5' DIA. DRY WELL LOCATION RE: CIVILDRAWINGS AND DETAILS IN PROJECT MANUAL 5' DIA. DRY WELL LOCATION RE: CIVILDRAWINGS AND DETAILS IN PROJECT MANUAL GENERAL NOTES: LOT SIZE IS .4809 ACRES EQUAL TO 20,948 SF 1.) SEE L-1 LANDSCAPE PLAN FOR GENERAL LANDSCAPE, GRADING, AND EROSION CONTROL NOTES 2.) EXTERIOR LIGHTING- 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 20 LIGHTS ARE ALLOWED. 20 EXTERIOR LIGHTS 18" ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES. 3.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON ROOF PLAN): MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING GRADE DIRECTLY BELOW (WHICHEVER IS MORE RESTRICTIVE). DOES NOT INCLUDE 6 1/2" INSULATION PANEL OR APPROX. 1" OF ROOFING. *1- ROOF RIDGE HEIGHT @ SHEATHING = 8287' - 3" EXISTING GRADE BELOW EAVE = 8255' - 10" FINISHED GRADE BELOW EAVE = 8254' - 6" ROOF HEIGHT = 32' - 9" *2- ROOF RIDGE HEIGHT @ SHEATHING = 8288' - 0" EXISTING GRADE BELOW EAVE = 8256' - 6" ROOF HEIGHT = 31'- 6" *3- ROOF RIDGE HEIGHT @ SHEATHING = 8285'- 8" EXISTING GRADE BELOW EAVE = 8252'- 9" ROOF HEIGHT = 32' - 11" *4- ROOF RIDGE HEIGHT @ SHEATHING = 8289'- 4 1/2" EXISTING GRADE BELOW EAVE = 8256'- 6" ROOF HEIGHT = 32' -10 1/2" NOTE: 6 1/8" FOAM INSULATION PANEL IS ALLOWED TO EXTEND ABOVE THE HEIGHT LIMIT BY 8". 4.) LANDSCAPE AREA CALCULATIONS: LOT SIZE 20,948 SF 60% LANDSCAPE AREA REQUIREMENT 12,569 SF 20% REDUCTION FOR HARDSCAPE - 2,514 SF ____________________________________________________________ TOTAL LANDSCAPE AREA (SOFT SCAPE) REQUIRED = 10,055 SF BUILDING FOOTPRINT / DRIVEWAY 13,592 SF -POOL -900 SF -SPA -80 SF ______________________________________________ TOTAL LANDSCAPE AREA PROVIDED 12,612 SF TOTAL LANDSCAPING (SOFTSCAPE) PROVIDED = 10,158 SF 5.) SNOW STORAGE CALCULATIONS: IF DRIVE WAY IS HEATED 10% OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE TOTAL HEATED DRIVEWAY AREA= 2,889 SF THEREFORE 288.9 SF IS NEEDED FOR SNOW STORAGE TOTAL SNOW STORAGE AREA PROVIDED= 315 SF, WHICH EXCEEDS THE REQUIREMENT OF 288.9 SF. 6.) TOTAL NUMBER OF TREES BEING REMOVED IS 28: (TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN) 21 DECIDUOUS 7 CONIFEROUS 7.) SEE MAIN LEVEL FLOOR PLAN FOR ADDITIONAL GRADE / PATIO / DRIVEWAY / WALL ELEVATION NOTES. 8.) ALL AREA DRAINS ARE TO DRAIN TO A SUMP PUMP SYSTEM PER CIVIL ENGINEER'S DESIGN AND DETAILS. Scale Drawn by Checked by Issue Date REVISION As indicated 10 / 1 0 / 2 0 1 3 1 1 : 4 6 : 5 1 A M A2.0 SITEPLAN AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1" = 10'-0"1 SITE PLAN No.Revision Date Revision Description AB C D E G J L M N O Q T W X Y FOUNDATION STEP @ SPORT COURT 4167 SF LOWER LEVEL HABITABLE AREA F I R V S U Z AA BB H K P 7' - 4 5/16"2' - 6"20' - 4 3/16"7' - 6"7' - 6"25' - 9 13/16"39' - 4 1/2"1' - 0"12' - 5 1/2"3' - 6"1' - 10"13' - 6"1' - 10"7' - 9"20' - 3" 17' - 0"14' - 9"6' - 8"23' - 6 1/2"26' - 0"24' - 0 1/2"4' - 8"13' - 8"4' - 8"37' - 6 5/8" A B C D E F I K L M O P Q LOWER LEVEL T.O. SLAB @ 8250' - 0" B.O. STRUCTURE @ 8360' - 0 3/4" 10 ' - 0 3 / 4 " T LOWER LEVEL T.O. SLAB @ 8250' - 0" B.O. STRUCTURE @ 8360' - 0 3/4" 10 ' - 0 3 / 4 " R 5' - 9"17' - 10"2' - 0"8' - 6"3' - 9" Y Z AA CC DD SPORT COURT T.O. STRUCTURE @ 8245' - 0" G H J 10 ' - 6 3 / 4 " N S U V W X BB 26' - 0" 37 ' - 6 5 / 8 " 13 ' - 8 " 24 ' - 0 1 / 2 " 4' - 8" 4' - 8" 7' - 6 " 7' - 4 5 /1 6 " 2 0' - 4 3 /1 6 " 2' - 6 " 2 5' - 9 1 3 / 1 6 " 7 ' - 6 " 39' - 4 1/2"12' - 5 1/2" 1' - 0 " 10 ' - 4 3 / 8 " 11 ' - 0 1 / 4 " 3' - 4 3 / 8 " 1' - 10" 1' - 10" 17' - 0"8' - 6"17' - 10"20' - 3" 3' - 9 " 2' - 0 " CC DD 14 ' - 9 " 23 ' - 6 1 / 2 " 6' - 8" 5' - 9 " TOTAL WALL AREA = 4,509 SF COVERED WALL AREA = 3,234 SF 3020 SF MAIN LEVEL HABITABLE AREA 1135 SF GARAGE AREA 26' - 0" 37 ' - 3 1 / 2 " 13 ' - 8 " 24 ' - 0 " 4' - 8" 4' - 8" 7 ' - 5 1 /2 " 1 3' - 1 1 /4 " 7 ' - 3 " 2 5' - 9 1 3/ 1 6 " 7 ' - 6 " 7' - 6 " 36' - 0 1/2"15' - 9 1/2" 1' - 0 " 10 ' - 6 3 / 8 " 14 ' - 2 5 / 8 " 20' - 3" 5' - 9 " 17' - 0"8' - 6"17' - 10" 3' - 9 " 2' - 0 " 14 ' - 9 " 23 ' - 6 " 6' - 8" 2 ' - 3 " 3045 SF UPPER LEVEL HABITABLE 24 ' - 0 " 29 ' - 8 " 1 1' - 4 1 / 8 " 10' - 11 5/16" 3' - 0 " 1 2' - 6 3 / 1 6 " 7' - 2 1 /2 " 9' - 6 3 /4 " 3 ' - 7 " 1 4' - 1 1 / 1 6 " 7 ' - 6 " 7' - 4"14' - 6 1/2"16' - 3" 20 ' - 0 " 22' - 3 1/2" 4' - 0 " 8' - 6" 5' - 9 " 23' - 8" 9' - 0 " 29 ' - 3 " 5' - 6" 3' - 9 " 6" 2' - 0" LINE 4' PAST BUILDING FOOTPRINT 4167 SF SITE COVERAGE 11 SF AREA OF ROOF BEYOND 4' Scale Drawn by Checked by Issue Date REVISION 1/8" = 1'-0" 10 / 1 0 / 2 0 1 3 1 : 5 6 : 4 6 A M A2.1 AREA CALCS AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/8" = 1'-0"1 LOWER LEVEL AREA PLAN Resnick Residence 1027 Ptarmigan Road, Vail Village Subdivision, Filing 7, Block 5, Lot 2 Zone District: Two-Family Primary/Secondary Residential ( PS ) Lot is .4809 acres, equal to 20,948 SF Allowable GRFA .46 SF/1 SF of site area < 10,000 SF of site area 10,000 x 0.46 equals 4,600 SF .38 SF per 1 SF of site area > 10,000 SF of site area 5,000 x 0.38 equals 1,900 SF .13 SF per 1 SF of site area > 10,000 SF of site area 1,024 x 0.13 equals 733 SF _______________________________________________________________________ Total Allowed Gross Residential Floor Area (GRFA) for entire lot 7,273 SF Allowable site coverage is 20% of lot 4,190 SF Square Footage Summary Habitable SF GRFA SF Lower Level 4,167 SF 1,167 SF *1 Main Level 3,020 SF 3,020 SF Upper Level 3,045 SF 3,045 SF ____________________________________________________________________ Total 10,232 SF 7,232 SF Provided SF Allowed SF Garage 1,135 SF 1,200 SF Site Coverage 4,178 SF 4,190 SF GRFA 7,232 SF 7,273 SF *1 28% OF THE LOWER LEVEL WALL IS ABOVE EXISTING OR FINISHED GRADE WHICHEVER WAS MORE RESTRICTIVE, THEREFORE 28% OF THE LOWER LEVEL SF IS COUNTED AS GRFA (LOWER LEVEL HABITABLE 4,167 SF * .28 = 1,167 SF) Site Coverage Allowable site coverage is 20% of lot which equals 4,190 SF. 4,178 SF is provided. See Sheet A2.1 for landscape coverage information. 1/8" = 1'-0"2 MAIN LEVEL AREA PLAN 1/8" = 1'-0"3 UPPER LEVEL AREA PLAN 1/8" = 1'-0"4 SITE COVERAGE 1 1 MOVED EXTERIOR WALLS PERNEW FIRE PLACE DESIGN; REVISED ROOFLAYOUT 09/13/13 No.Revision Date Revision Description 1 !"#$ !"#$ %&’( %&’( )&’( *( *( )&’( )&’( +&, %&+( %&+( %&’( )&’( )&’( )%( +& +&’(+&*( +&*( )&’( )&’( )&’( )&+( )&%( )&+( )&+( ! ) % )) )- )’). ), )* )/ %+%) %% %0 %-%’%. %, %* %/ 0 + 0) 0% 00 0 - 0 ’ 0 . 0 , 0 * 0 / -+ -) -% -0-- -/ ’+ ’) ’% ’0 ’. 8250 8255 8 2 6 0 8265 .. . , !" !# "$%& %’ !! !% !" !$ !( !) "$!* *% *" *# "$!& !’ *) "$** *! *$ *( +,""-*".)&/,0 ,,!!1%). 2 "#-$(.$"/0 ,,’*&1 ’&1&. "1&. 1 "2 #" 3 45678 9 :65 ;;; ; ; ; ; ; ; ; ; ; ; ; ; ; <:5 $<:= <>>!8 4 :76>8 ? *%’.&’ *%’’&- *%’.&% *%’’&, 37 "43 @A65 !62B >A7562 " "5 "#879 :2 3 "5"#8 C "7 "9 4D >2 "84 "! 7E8 4 "! 4D >2 "84 "! ":3 "C "27 *(8 C :627 "2 :2 #" 4 9 "E 812 !&8F ’89 "@ :9 8 ? :5A C&8 #:485&3&8 F )*-,*:5A C&8 #:485&3&8F)*-,* 4 9 "E812 !&8F ’8 9 "@ :98 ? +()+(%+(0+( S 7E 4 !"#$ !"#$ %&’( %&’( )&’( *( *( )&’( )&’( +&, %&+( %&+( %&’( )&’( )&’( )%( +& +&’(+&*( +&*( )&’( )&’( )&’( )&+( )&%( )&+( )&+( ! ) % )) )- )’). ), )* )/ %+%) %% %0 %-%’%. %, %* %/ 0 + 0) 0% 00 0 - 0 ’ 0 . 0 , 0 * 0 / -+ -) -% -0-- -/ ’+ ’) ’% ’0 ’. 8250 8255 8 2 6 0 8265 .. . , !" !# "$%& %’ !! !% !" !$ !( !) "$!* *% *" *# "$!& !’ *) "$** *! *$ *( +,""-*".)&/,0 ,,!!1%). 2 "#-$(.$"/0 ,,’*&1 ’&1&. "1&. 1 "2 #" 3 45678 9 :65 ;;; ; ; ; ; ; ; ; ; ; ; ; ; ; <:5 $<:= <>>!8 4 :76>8 ? *%’.&’ *%’’&- *%’.&% *%’’&, 37 "43 @A65 !62B >A7562 " "5 "#879 :2 3 "5"#8 C "7 "9 4D >2 "84 "! 7E8 4 "! 4D >2 "84 "! ":3 "C "27 *(8 C :627 "2 :2 #" 4 9 "E 812 !&8F ’89 "@ :9 8 ? :5A C&8 #:485&3&8 F )*-,*:5A C&8 #:485&3&8F)*-,* 4 9 "E812 !&8F ’8 9 "@ :98 ? +()+(%+(0+( S 7E 4 !"#$ !"#$ %&’( %&’( )&’( *( *( )&’( )&’( +&, %&+( %&+( %&’( )&’( )&’( )%( +& +&’(+&*( +&*( )&’( )&’( )&’( )&+( )&%( )&+( )&+( ! ) % )) )- )’). ), )* )/ %+%) %% %0 %-%’%. %, %* %/ 0 + 0) 0% 00 0 - 0 ’ 0 . 0 , 0 * 0 / -+ -) -% -0-- -/ ’+ ’) ’% ’0 ’. 8250 8255 8 2 6 0 8265 .. . , !" !# "$%& %’ !! !% !" !$ !( !) "$!* *% *" *# "$!& !’ *) "$** *! *$ *( +,""-*".)&/,0 ,,!!1%). 2 "#-$(.$"/0 ,,’*&1 ’&1&. "1&. 1 "2 #" 3 45678 9 :65 ;;; ; ; ; ; ; ; ; ; ; ; ; ; ; <:5 $<:= <>>!8 4 :76>8 ? *%’.&’ *%’’&- *%’.&% *%’’&, 37 "43 @A65 !62B >A7562 " "5 "#879 :2 3 "5"#8 C "7 "9 4D >2 "84 "! 7E8 4 "! 4D >2 "84 "! ":3 "C "27 *(8 C :627 "2 :2 #" 4 9 "E 812 !&8F ’89 "@ :9 8 ? :5A C&8 #:485&3&8 F )*-,*:5A C&8 #:485&3&8F)*-,* 4 9 "E812 !&8F ’8 9 "@ :98 ? +()+(%+(0+( S 7E 4 !"#$ !"#$ %&’( %&’( )&’( *( *( )&’( )&’( +&, %&+( %&+( %&’( )&’( )&’( )%( +& +&’(+&*( +&*( )&’( )&’( )&’( )&+( )&%( )&+( )&+( ! ) % )) )- )’). ), )* )/ %+%) %% %0 %-%’%. %, %* %/ 0 + 0) 0% 00 0 - 0 ’ 0 . 0 , 0 * 0 / -+ -) -% -0-- -/ ’+ ’) ’% ’0 ’. 8250 8255 8 2 6 0 8265 .. . , !" !# "$%& %’ !! !% !" !$ !( !) "$!* *% *" *# "$!& !’ *) "$** *! *$ *( +,""-*".)&/,0 ,,!!1%). 2 "#-$(.$"/0 ,,’*&1 ’&1&. "1&. 1 "2 #" 3 45678 9 :65 ;;; ; ; ; ; ; ; ; ; ; ; ; ; ; <:5 $<:= <>>!8 4 :76>8 ? *%’.&’ *%’’&- *%’.&% *%’’&, 37 "43 @A65 !62B >A7562 " "5 "#879 :2 3 "5"#8 C "7 "9 4D >2 "84 "! 7E8 4 "! 4D >2 "84 "! ":3 "C "27 *(8 C :627 "2 :2 #" 4 9 "E 812 !&8F ’89 "@ :9 8 ? :5A C&8 #:485&3&8 F )*-,*:5A C&8 #:485&3&8F)*-,* 4 9 "E812 !&8F ’8 9 "@ :98 ? +()+(%+(0+( S 7E 4 GENERAL NOTES: 1) LIMITS OF DISTURBANCE AND FENCING TO BE PLACED AT THE DRIP EDGE OF TREES OR AS APPROVED BYARBORIST. 2) PRIOR TO DEMOLITION ALL EXISTING UTILITIES WILL BE TURNED OFF AND DISCONNECTED AS FOLLOWS: CONTRACTOR TO BE RESPONSIBLE FOR COORDINATING THE DISCONNECT OF ALL UTILITIES WITH THE APPROPRIATE UTILITY COMPANIES / DEPARTMENTS. ELECTRICAL: TO BE DISCONNECTED AT EXISTING METER LOCATION AT THE NORTH SIDE OF LOT. DESIGN BUILD SUBCONTRACTOR WILL PROVIDE NEW LARGER AMPERAGE SERVICE TO REPLACE THE EXISTING SERVICE. PHONE: TO BE DISCONNECTED AT PHONE PEDESTAL AT THE NORTH WEST CORNER OF LOT. NEW SERVICE TO BE RUN IN CONDUIT TO HOUSE. CABLE: TO BE DISCONNECTED AT TV BOX LOCATION BEYOND THE NORTH WEST CORNER OF THE LOT. WATER: TO BE TURNED OFF AT EXISTING WATER VALVE AS NOTED ON SURVEY. NEW 4" WATER SERVICE LINE CONNECTS TO NEW CURB STOP AT PROPERTY LINE. NEW WATER SERVICE TO BE PROVIDED AS NOTED ON MECHANICAL/ PLUMBING DRAWINGS. GAS: TO BE TURNED OFF AT EXISTING GAS VALVE. GAS LINE TO BE CUT JUST SOUTH OF THE VALVE (HOUSE SIDE OF VALVE). NEW SERVICE TO BE PROVIDED AS NOTED ON MECHANICAL/PLUMBING DRAWINGS. SEWER: APPROXIMATE LOCATION OF SEWER LINE IS SHOWN ON SHEET A2.0. NEW SEWER LINE CONNECTS TO EXISTING EAGLE RIVER WATER AND SANITATION DISTRICT SEWER LINE BEYOND THE NORTH WEST CORNER OF THE PROPERTY. 3) PROVIDE CONSTRUCTION FENCE AROUND PROPERTY AT LIMIT OF DISTURBANCE SHOWN ON DEMO PLAN. 4) PROVIDE SILT FENCING AT DOWNHILL AREAS OF PROPERTY PRIOR TO SPRING SNOWMELT AND RUN OFF. 5) SITE TO RE RE-GRADED TO PRE-CONSTRUCTION EXISITING GRADE IF PROPOSED STRUCTURE IS NOT CONSTRUCTED. 6) SITE TO BE REVEGITATED TO NATIVE CONDITION IF PROPOSED STRUCTURE IS NOT CONSTRUCTED. 20' FRONT SETBACK 15 ' S I D E S E T B A C K LIN E O F M E D IU M S E V E RIT Y R O C K F A L L 5' SETBACK FROM STREET FORSHRUBS, PERENNIALS/ANNUALS, ETC. 10' SETBACK FROM EDGE OF STREET FOR RETAINING WALLS AND OTHER PERMANENT OBSTRUCTIONS IEBOULDERS 8' MAINTENANCE/UTILITY EASEMENT L I N E O F N E W U P P E R L E V E L F O O T P R I N T O U T L I N E O F E X I S T I N G S T R U C T U R E LINE OF UPPERLEVEL FOOTPRINT LINE OF NEW UPPER LEVELFOOTPRINT LINE OF NEW UPPER LEVELFOOTPRINT (1) CONIFEROUS TO BE REMOVED (2) DECIDUOUS TO BE REMOVED (1) DECIDUOUS TO BE REMOVED (2) CONIFEROUS TO BE REMOVED (4) CONIFEROUS TO BE REMOVED (7) DECIDUOUS TO BE REMOVED (2) DECIDUOUS TO BE REMOVED (1) DECIDUOUS TO BE REMOVED (2) DECIDUOUS TO BE REMOVED (2) DECIDUOUS TO BE REMOVED (2) DECIDUOUS TO BE REMOVED (1) DECIDUOUS TO BEREMOVED (1) DECIDUOUS TO BE REMOVED NORTH LINE OF GOVT LOT 3 LINE OF 7'-6" SET BACK FROM PROPERTY LINE 5' DECK ENCROACHMENT LINE 15' REAR SET BACK 4' ROOF ENCROACHMENT LINE EXISTING GAS LINE EXISTING PHONE LINE EXISTING TV LINE OUTLINE OF NEW BUILDING FOOTPRINT 15 ' S I D E S E T B A C K EXISTING PARKING AND STAIR TO BE REMOVED EXISTING DECK TO BE REMOVED EXISTING ELECTRIC LIMITS OF DISTURBANCE OUTLINE OF NEW BUILDING FOOTPRINT SEWER MANHOLE MEAS RIM= 8247.8'MEAS INVERT= 8239.8' POOL TO BE DEFERRED SUBMITTAL PENDING DRBREVIEW AND APPROVAL OF ASSIOCIATED BARRIER Scale Drawn by Checked by Issue Date REVISION As indicated 10 / 1 0 / 2 0 1 3 1 : 5 6 : 4 7 A M A2.2 DEMO PLAN AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1" = 10'-0"1 DEMO PLAN (3) ADDITONAL TREES ARE SHOWN BEINGREMOVED 09/13/13 No.Revision Date Revision Description UP %&’( E 6" < G B 9""2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " E6"< G B 9""2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " % )) )- ).%+%) %, %* %/ 0 + 0 ) 0 % 0 0 0 - 0 ’ 0 . 0 , 0 * -+ -) -% -/ ’) ’% ’0 ’.82 5 0 8255 8 2 6 0 ;;; ; ; ; ; ; ; ; ; ; ; <:5 $<:= <>>!8 4 :76 >8 ? *%’.&’ *%’’&- *%’.&% *%’’&, D >2 "8 4 "! ! D >2 "8 4 "! :5 A C &8 #:4 8 5&3 &8 F )*- UP UP 2 , &&- ( ! . ( ’ / , 3 , , ’ ) &1 ’ %. X X X X X X X X X X D HONE PED ’ ’ &1&& . , 4 5 6 7 89 ’*)1 )’,4 :3 7 +9+,"#-$*.)&/,3 ’ ’ &1&& , 4 5 6 7 89 ’ &%1 $ ) , 4 : 3 7 + 9 ’*)1 $).+,"#-$(.$"/,3 61.58 61.31 59.43 59.3 57.42 51.38 51.46 53.33 53.42 55.3 55.38 57.25 50.0 50.0 51.5 50.0 51.0 52.5 55.33 60.5 50.0 50.0 55.5 53.83 53.5 (bw:51.5) 52.5 57.58 59.67 (tw:56.0) (tw:54.0) (tw:52.0) bw:53.0 tw:52.5 56 58 60 60 58 2 , &&- ( ! . ( ’ / , 3 , , ’ ) &1 ’ %. X X X X X X X X X X D HONE PED ’ ’ &1&& . , 4 5 6 7 89 ’*)1 )’,4 :3 7 +9+,"#-$*.)&/,3 ’ ’ &1&& , 4 5 6 7 89 ’ &%1 $ ) , 4 : 3 7 + 9 ’*)1 $).+,"#-$(.$"/,3 61.58 61.31 59.43 59.3 57.42 51.38 51.46 53.33 53.42 55.3 55.38 57.25 50.0 51.5 50.0 51.5 50.0 51.0 52.5 55.33 60.5 50.0 50.0 55.5 53.83 53.5 (bw:51.5) 52.5 52.5 57.58 59.67 (tw:56.0) (tw:54.0) (tw:52.0) bw:53.0 tw:52.5 56 58 60 60 58 A4.2 A4.2 2 1 A4.1 2 A4.3 1 BENCH BE N C H WEIGHT STATION AREA ELEVATOR MECH. 004 DN UP EXERCISE ROOM 005 EXERCISE BATHROOM 006 W.C. 007 STEAM ROOM 008 REC ROOM 009 PASS THROUGH BAR 010 BATHROOM 011 GUEST ROOM #2 012 GUEST CLST 013 GUEST BATHROOM #2 014 GUEST ROOM #1 016 GUEST BATH #1 017 W.C. 018 GUEST CLOSET 019 103" TV 40' - 0"20 ' - 0 " L I N E OF E X I S T I N G S T R U C T U R E BUNK BEDS MECHANICAL 020 A/V CLOSET 021 LINE OF FLOOR ABOVE DW DRAWER TRASH UNDER SINK MICRO.DRAWER BENCH WITHHOOKS AND CUBBIES ABOVE TV LOCATION LINE OF DECK ABOVE 14' - 0" 10 ' - 0 " HOT TUB FI R E P I T POOL WATER FEATURE WATER BASKETBALL HOOP 3' - 6 1 / 4 " C L R . TOWELS ON SHELVESABOVE PULL OUT TOWELBIN BELOW 5' - 5 3/4" CLR. 5' - 1 1 3 / 4 " C L R . CAMBRIDGE- CAMBRIAN THRU CAB TYPE 2 48 X 54 CAB A4.3 3 T.O. FINISH @ 8250' - 0" PLANTER BENCH 42" HIGH BAR TOP OPEN AREA 023 8' - 1 0 1 / 2 " 2 ' - 0 1 /2 " 23 ' - 1 3 / 4 " 8254' - 6"8252' - 6" A4.3 2 T.O. STONE CAP @ 8251' - 4" T.O. SLAB @ 8254' - 2 15/16" T.O. FINISH @ 8250' - 0" 8254' - 3" CONCRETE SLAB STUCCO OR WOOD SIDING AT OPEN AREA WALLS CORNER WINDOW BUILT-IN CABINET FURNITURE STORAGE TOUCH LATCH CABINET DOORS HIGH WINDOW- WINDOW SILL HEIGHT @ 7'-0" A.F.F. REF. DRAWERS SHELVING ABOVE FOR YOGA MATS/TOWELS NOTE: TOTAL PERIMETER WALL AREAEQUALS 77' -6". 25 % OF THE TOTAL WALL AREA MUST BE OPEN. THE TOTAL OPEN LENGTH IS 21' - 1 3/8" WHICH EXCEEDSTHE REQUIREMENT OF 19' - 4 1/2". HYDRAULIC POWER UNIT 2' - 6" 1' - 1 " T.O. SLAB @ 8243' - 9 7/16" SPORT COURT 001 STORAGE 002 STORAGE 003 24' - 7 3/4" CLR. PROJECTOR LOCATED BEHIND GLASS 1 1/2"4' - 4 1/2"3 1/2" STORAGE 000 41 ' - 9 3 / 4 " C L R . ACCESS TO 5' TALL MECHANICAL SPACE ABOVE ACCESS TO 5' TALL MECHANICAL SPACEABOVE DOOR ACCESS TO 5' TALL MECH. SPACE ABOVE 36" HIGH GUARD RAIL T.O. SLAB @ 8248' - 10" LAUNDRY / CHANGING 024 LINE OF 7'-6" SET BACK FROM PROPERTY LINE 5' DECK ENCROACHMENT LINE 15' REAR SET BACK 4' ROOF ENCROACHMENT LINE REF. DRAWERS PLANTER 1 6' - 1 0 " STEPS DOWN 18" REF DRAWER Q Q Q Q Q Q Q Q Q Q Q (2) CAN LIGHTS IN CEILING ABOVE (2) CAN LIGHTS IN CEILING ABOVE (1) CAN LIGHT IN CEILING ABOVE C L G F A N C L G F A N (1) CAN LIGHT IN CEILING ABOVEQ Q INFRATECH FLUSH MOUNTED CLG HEATER (2) INFRATECHFLUSH MOUNTED CLG HEATERS MIRRORS Q Q W/D 2' - 6" CLR. LED STRIP LIGHTINGUNDER FIREPIT LEDGE OVERHANG ABOVE GROUND TRAMPOLINE 1 2 3 4 5 6 7 9 10 AA BB DD EE FF GG HH II CC 8 3A 5A 7A 1A 2A 4A 6A AA BB CC DD EE 4' - 8"26' - 0"6' - 8"17' - 0"8' - 6"17' - 10"4' - 5 1/2"15' - 9 1/2"2' - 3" 23 ' - 6 1 / 2 " 10 ' - 9 " 4' - 0 " 1' - 9 " 2' - 0 " 11 ' - 8 " 5' - 4 " 1' - 0 " 3 ' - 0 " 2 ' - 6 " 1 7' - 1 0 3 /1 6 " 2' - 6 " 5' - 0 " 2 ' - 6 " 4' - 9 5 / 8 " 7 ' - 6 3 / 1 6 " 5' - 0 " 2' - 6 " 4 A5.1 3 A5.1 2 A5.1 1 A5.1 1 A5.2 1 6' - 1 0 7 /8 " 0 "3 1 /2 " 5' - 9 " 1' - 5 1 /2 " LINE OF MECH.MEZZANINE ABOVE ELEVATOR 025 2 A5.2 3 A5.2 4 A5.2 8252' - 6" 1 A5.3 2 A5.33 A5.3 4 A5.3 5 A5.3 1 A5.4 2 A5.4 3 A5.4 000 001 006 007 008 002 003 020 021A 021 005 003 001 000 002 004 024 011 011A 012 013 014 014A 016 019 017 017A 018 023 000A 004 005 006 007 008 009 010 SHELVES TV WALL WITH GLASS ABOVE AND BELOW GLASS WALL GLASS WALL WOOD PANELING STEP SLAB 2" FOR FLAGSTONEFLOORING T.O. FINISH @ 8245' - 0" STEP SLAB 1'-0" FOR BUILT-IN SHIPS LADDERLOCATION FOR ACCESS UP TOMEZZANINE ARCADE GAMES ROLLER SCREEN IN JAMB ROLLER SCREEN IN JAMB SHUFFLE BOARD 7' - 6 " S L A B S T E P O F F G R ID 2 2' - 5 1 / 2 " S L A B S T E P O F F G R I D FOOSBALL TABLE PING PONG POOL TO BE DEFERRED SUBMITTAL PENDING DRBREVIEW AND APPROVAL OF ASSIOCIATED BARRIER 72011 1' - 2 " 22 ' - 1 0 1 / 2 " 1' - 2 " 12 ' - 9 1 / 1 6 " 1' - 2 " 4' - 8"1' - 2" 1/2" 1 1/2" 4' - 10"1' - 0" 1/2" 1 1/2" 9' - 2 3 / 8 " 4' - 0 3 / 4 " R . O . 5' - 4 1 / 4 " 4' - 0 3 / 4 " R . O . 13 ' - 1 0 1 3 / 1 6 " 5 1 /2 " 1 9' - 5 3 /1 6 " 5 1 /2 " 7 ' - 5 9 /1 6 " 8 " 2' - 0 7 /8 " 9 1 /2 "8 " 6 ' - 3 1 /8 " 8 "1 1 7 /8 " 7 ' - 9 " 1 /8 " / 1 2 "T.O. SLAB @ 8254' - 0 5/8" 1 1 / 2 " 1 / 2 " 5 1 / 2 " 4 ' - 2 1 / 2 " 3 ' - 1 1 1 5/ 1 6 " 8 " 2 ' - 1 1 / 8 " 1 3 / 8 " 5 / 8 " 5 1 / 2 " 1' - 1 0 1 / 2 " 1 1 / 2 " 1 / 2 " 5 1 / 2 " 5 1 /2 "1 0 1 /2 " 5 ' - 2 " R .O . 1' - 0 "5 1 /2 " 1' - 0 5 / 1 6 " 5' - 4 " 1 4' - 0 " R . O . 1 1 7 / 8 " 4' - 0 1 / 8 " 5 1 / 2 " 1' - 10 3/4"3' - 8" R.O.3/4"3' - 0" R.O.8' - 7 5/16"5 1/2"4' - 3 5/16"2' - 6 3/4" R.O.2' - 8 7/8"5' - 8 3/4" R.O.2' - 9 1/4"2' - 6 3/4" R.O. 7"5 1/2" 8 3/4"8' - 7 3/4" R.O.4 1/8"3' - 0" R.O.1' - 6 3/8"1' - 0" 3' - 2 1 5 / 1 6 " 6' - 6 13/16"8"1' - 2 7/8" 6' - 1 1 / 8 " 2' - 6 " 1' - 0 " 9' - 4 3 / 8 " 1' - 0 " 9' - 1 1 1 / 4 " 1 1 / 2 " 1/ 2 " 5 1 / 2 " 1' - 1 1 / 2 " 2' - 6 " R . O . 15' - 10" 1 1/2"1/2" 1' - 0"7' - 3"1' - 0"16' - 10"1' - 0"4' - 9"3 1/2"14' - 3 1/2"1' - 0" 1' - 2"25' - 1"1' - 2"5' - 6"1' - 2" 1' - 2 " 22 ' - 4 1 / 2 " 1' - 2 " 13 ' - 7 " 1' - 0 " 2' - 1 1 " 1' - 0 " 1' - 0 " 4' - 9 " 1' - 0 " 1' - 0 " 5 1/2"4' - 3 1/2"5 1/2"3' - 10 1/2" R.O.1' - 8 1/2"5 1/2"6' - 0"3 1/2"1' - 6 1/2"3' - 0" R.O.10"3 1/2" 5 1 / 2 " 5 1 / 2 " 4 5 / 1 6 " 3' - 0 " R . O . 5 5 / 1 6 " 3 1 / 2 " 1' - 6 1/2"2' - 8" R.O. 4 1/2" 3 1/2" 3' - 11 7/8"2' - 10" R.O. 4 1/2" 3 1/2" 4 1/2" 2' - 6" R.O.3' - 9 1/8" 13 ' - 1 5 / 8 " 3 1 / 2 " 3' - 4 7 / 8 " 5 1 / 2 " 1 3 / 8 " 5/ 8 " 5 1 / 2 " 4 1 / 2 " 1 1 / 2 " 1/ 2 " 5 1 / 2 " 3 1/2"3' - 0"3' - 0" R.O.4 1/2" 5' - 8 1 / 4 " 3 1 / 2 " 9" 3' - 0 " R . O . 2 3 / 4 " 3 1 / 2 " 3' - 1 3 / 4 " 3' - 0 " R . O . 1' - 1 1 3 / 4 " 5 1 / 2 " 19' - 8 1/2"3 1/2"4' - 9"3 1/2"2' - 5 3/4" 3 1/2" 3' - 7 1/4" 3 1/2"1/2" 3 1/2" 4' - 8 5 / 8 " 12' - 0 7/8" 7' - 0" 3' - 8 3 / 8 " 9' - 2 1/8" 13 ' - 0 3 / 8 " 4 1 / 2 " 2' - 6 " R . O . 1' - 1 1 / 2 " 3 1 / 2 " 6' - 2 7 / 8 " 2' - 1 0 " R . O . 4 1 / 2 " 13 ' - 8 7 / 8 " 10' - 9 1/2"12' - 1 1/2" 1' - 5 " 5 1 / 2 " 3 1/2" 9 1/4"1 1/2"9' - 9 1/4"3 1/2"6' - 0" 5' - 7 3 / 8 " 1 1 / 2 " 1/ 2 " 3 1 / 2 " 2' - 6 " 2' - 6 " R . O . 1' - 7 " 1 1 / 2 " 1' - 9 3 / 4 " 3 1 / 2 " 4 1 / 8 " 2' - 1 0 " R . O . 6" 2' - 0 5 /8 " 3 1 /2 " 9' - 7 5 / 8 " 3 1 / 2 " R 9 ' - 2 7 /8 " 1 ' - 5 1 / 2 " 9 ' - 1 1 3 / 1 6 " 3 1 / 2 " 5 ' - 0 " 3 1 / 2 " 3' - 3 1 / 2 " 3 1 /2 " 4 1 /2 " 2' - 6 " R .O .3 ' - 3 3 /8 " 4' - 4 1 5 /1 6 " 2' - 1 0 " R .O.2 ' - 1 1 3 /8 "5 1 /2 " 2' - 9 7/8" 1 0' - 2 5 /1 6 "7 1 3 /1 6 "2' - 8 1 / 1 6 " 3 1 / 2 " 1 1' - 1 1 9 / 1 6 " 3 1 / 2 " 2' - 2 5 / 1 6 " 3' - 0 " R . O. 1 0 1 / 4 " 3 1 / 2 " 7 1 3 /1 6 " 6 3 /8 " 5 1 /2 " 6' - 1 1 1 / 8 " 3' - 7 1 / 2 " 3 1 / 2 " 5' - 8" R.O.4 1/2" 17' - 6 1/2" 1 1 1 / 2 " 1 ' - 1 5 / 8 " 3' - 2 " R . O . 2' - 6 7 / 8 " 1 1 / 2 " 1 / 2 " 5 1 /2 " 4 ' - 2 1 / 2 " 8 " 3 ' - 4 " 8 " 21' - 4"17' - 10" 23 ' - 6 1 / 2 " 14 ' - 9 " 3' - 1 1 " 2' - 0 " 27' - 5"6' - 8" 24 ' - 0 1 / 2 " 15 ' - 1 1 / 1 6 " 36 ' - 6 1 5 / 1 6 " 7' - 1 7 / 8 " 7' - 1 7 / 8 " 1 5 ' - 3 7 /8 " 1 5 ' - 3 7 /8 " 1 1' - 4 5 / 1 6 " 4' - 1 3 / 4 " 1 2' - 1 1 7 /8 " 6' - 0 " 6' - 0 " 3 ' - 2 3 / 8 " SEE STAIR SHEETS A7.4- A7.9 FOR STAIR INFORMATION SEE STAIR SHEETS A7.4- A7.9 FOR STAIR INFORMATION Scale Drawn by Checked by Issue Date REVISION 1/4" = 1'-0" 10 / 1 0 / 2 0 1 3 1 : 5 6 : 5 8 A M A3.1 LOWER LEVEL FLOOR PLAN AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/4" = 1'-0"1 LOWER LEVEL PLAN 0'2'4'8'16' No.Revision Date Revision Description UP UP %&’(E6"< G B 9""2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " % )- )’). * %+%) %, %* %/ 0 + 0 ) 0 % 0 0 0 - 0 ’ 0 . 0 , 0 * -+ -) -% -0 ’% ’0 ’.82 5 0 8 2 6 0 ;; ; ; 4 D >2 "8 4 "! 8 4 "! 4 D >2 "8 4 "! %&’( E 6" < G B 9 "" 2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " E6"< G B 9""2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " % )- )’). * %+%) %, %* %/ 0 + 0 ) 0 % 0 0 0 - 0 ’ 0 . 0 , 0 * -+ -) -% -0 -/ ’+ ’) ’% ’0 ’.82 5 0 8255 8 2 6 0 ;; ; ; <:5 $<:= <>>!8 4 :76 >8 ? *%’.&’ *%’’&- *%’.&% *%’’&, 4 D >2 "8 4 "! 8 4 "! 4 D >2 "8 4 "! UP 48 x 118 8266 8 X 61.31 59.43 59.3 57.42 51.38 51.46 53.33 53.42 55.3 55.38 57.25 51.5 50.0 51.5 50.0 51.0 52.5 55.33 62.5 60.5 62.5 62.0 62.0 wl:61.0 50.0 50.0 55.5 53.83 53.5 (bw:51.5) 57.58 59.67 (tw:56.0) (tw:54.0) (tw:52.0) bw:53.0 tw:52.5 62.56 62.5 62.0 62.0 +/- 61.64 +/- 61.56 56 58 60 66 64 66 64 62 60 58 62 62 A4.2 A4.2 2 1 A4.1 1 A4.1 2 37' - 4" 26' - 0" 6' - 8" 4' - 8" 13 ' - 8 " 2 5' - 9 1 3 / 1 6 " 7' - 6 " 51' - 10"2' - 3" 17' - 0"8' - 6"17' - 10"20' - 3" 3' - 9 " 7 ' - 6 " DN U P 5 1 /2 " 5 ' - 3 " 5 1 /2 " 7 ' - 6 3 /4 " DW DW A4.3 1 E S M A E BENCH W/ CUBBIES ABOVE GARAGE 101 MUDROOM 102 LAUNDRY ROOM 103 D W D W FAMILY OFFICE 108 PANTRY 105 SECONDARY KITCHEN 104 FLAT FRAME WALL TO ALLOW DRYER FACE TO ALIGN WITH WASHER POWDER 107 KITCHEN 106 HEARTH ROOM 109 BREAKFAST NOOK 110 ENTRY 111 ENTRY CLST. 112 DINING ROOM 113 BAR 114 LIVING ROOM 115 APPLIANCE GARAGE 36' - 3 3/4" CLR. 5' - 5 3/4" CLR 5' - 1 1 3 / 4 " C L R L I N E OF E X I S TI N G S T R U C T U R E L I N E O F M E D I U M S E V E R I T Y R O C K F A L L DW FR 36 ' - 8 1 / 4 " C L R . LINE OF TIRE STORAGE ABOVE WORK BENCH BI K E S T O R A G E LAUNDRY CHUTE TRASH TV LOCATION MICROWAVELOCATION PRINTER/ SCANNER LOCATION MECH. CHASE RECESS TV ABOVE FIREPLACE WATER FEATURE METAL PANEL SLIDES ON TRACK TO COVERAND SECURE TV FIRE PIT HIGH WINDOWS ABOVE SHELVING / CUBBIES-SILL HEIGHT @ 6'-0" A.F.F. 1' - 1 1 3 / 1 6 " 21 ' - 0 " R . O . 11 3 / 1 6 " 5 1 / 2 " FIREPIT SUBURBAN CAYENNE CAYENNE A4.3 3 X X OPERATION LIFT AND SLIDE DOOR PASTA STEAMER MECH. CHASE WATER FEATURE WATER FEATURE LINE OF FLOOR ABOVE 5 1 / 2 " 2' - 0 " ART ART 23 ' - 1 0 " 17 ' - 7 1 / 2 " 10' - 10 3/8" 1 9 ' - 5 3 /1 6 " 3-PANEL POCKET 147 BTL WINESTORAGE POSSIBLE ROLLER SCREEN AT JAMB POSSIBLE ROLLER SCREEN AT JAMB HIGH WINDOW- WINDOW SILL HEIGHT @ 6'-0" A.F.F. HIGH WINDOW- WINDOWSILL HEIGHT @ 6'-0" A.F.F. PLANTER A4.3 2 WOOD COLUMN STEEL COLUMN WRAPPED INWOOD ELECTRICAL CLOSET 118 ELECTRIC METERLOCATION MDP LOCATION CT CAB LOCATION GAS METER LOCATION 1/ 8 " / 1 2 " SLOPED STONE CAP LINE OF DECK ABOVE R 20' - 0" FIXED PANEL LOUVEREDOPENING 5 1 / 2 " 21 ' - 1 1 " 5 1 / 2 " 1' - 2 1 / 2 " 5 1 / 2 " LINE OF 7'-6" SET BACK FROM PROPERTY LINE 5' DECK ENCROACHMENT LINE 15' REAR SET BACK 4' ROOF ENCROACHMENT LINE T.O. FINISH @ 8262' - 0" MECH. CHASE WINEDW MICROWAVE LOCATION POWDER 116 BROOM / MOPSTORAGE ROLLING CART WOLF DF 60-BLACK KNOBS 6' - 9 1 / 4 " 2' - 0 " 5' - 6 1 / 8 " 5' - 11 5/16" HIGH TOP TABLES THIN STONE VENEER LINE OF ROOF ABOVE Q Q Q Q Q Q Q Q Q Q Q QQ Q Q QQ Q Q Q Q LINE OF ROOF ABOVE E E E E (2) CAN LIGHTS IN CEILING ABOVE (2) CAN LIGHTS INCEILING ABOVE (2) CAN LIGHTS IN CEILING ABOVE (1) SURFACE MOUNTED SCONCE ABOVE STEP LIGHT (1) SURFACE MOUNTED SCONCE ABOVE STEP LIGHT (1) SURFACE MOUNTEDSCONCE ABOVE STEP LIGHT (1) SURFACE MOUNTED SCONCE ABOVE STEP LIGHT C C (2) SURFACE MTD. MONO POINTS MTD. IN CEILING ABOVE CORK BOARDWALL LOCATION CORK BOARDWALL LOCATION BENCH Q Q C L G F A N (2) INFRATECH FLUSH MOUNTEDCLG HEATERS C L G F A N (2) INFRATECH FLUSH MOUNTEDCLG HEATERS (2) CAN LIGHTS IN CEILING ABOVE (4) INFRATECH FLUSH MOUNTED CLG HEATERS LED STRIP LIGHTING UNDER FIREPIT LEDGEOVERHANG Q Q Q Q Q Q LED STRIP LIGHTINGUNDER CABINET TOE KICK 1 2 3 4 5 6 7 9 10 A B D E F G H I C 8 3A 5A 7A 1A 2A 4A 6A LINE OF FLOOR ABOVE AA BB CC DD EE 4' - 8"26' - 0"6' - 8"17' - 0"8' - 6"17' - 10"4' - 5 1/2"15' - 9 1/2"2' - 3" 23 ' - 6 1 / 2 " 10 ' - 9 " 4' - 0 " 1' - 9 " 2' - 0 " 11 ' - 8 " 5' - 4 " 1' - 0 " 3' - 0 " 2 ' - 6 " 1 7' - 1 0 3 /1 6 " 2' - 6 " 5' - 0 " 2 ' - 6 " 4 ' - 9 5 / 8 " 7' - 6 3 / 1 6 " 5' - 0 " 2' - 6 " ART 4 A5.1 3 A5.1 2A5.1 1 A5.1 1 A5.2 ELEVATOR 117 2 A5.2 3 A5.2 4 A5.21 A5.3 2 A5.3 3 A5.3 4 A5.3 5 A5.3 1 A5.4 2 A5.4 3 A5.4 100 101 102 103 104 107 108 109 110 111 113 115 116 118 111 101 101A 102 116 103 106 105 104 104A 107 108 112STOR. 117 117 103A 118 STEEL COLUMNWRAPPED IN WOOD BUILT IN SHELVING 4" SHELVES ABOVE 105 106 106A PIVOT DOOR POOL TO BE DEFERRED SUBMITTAL PENDING DRBREVIEW AND APPROVAL OF ASSIOCIATED BARRIER 76119 T.O. DRAIN @ 8261' - 10 9/16" T.O. DRAIN @ 8261' - 10 1/2" T.O. DRAIN @ 8261' - 10 1/2" 1/8" / 12" 1/ 4 " / 1 2 " 1/8" / 12" 1/ 4 " / 1 2 " 3/ 1 6 " / 1 2 " 1/8" / 12" 3/ 1 6 " / 1 2 " 1/8" / 12" 1/8" / 12" 1/ 4 " / 1 2 " 1/8" / 12" 5/ 1 6 " / 1 2 " 5 1/2"10"6' - 2" R.O.6"5 1/2"17' - 1 1/2"5 1/2" 24 ' - 0 1 / 2 " 5 1/2"4' - 2 1/2" 5 1 / 2 " 3' - 4 1 / 8 " 6' - 0 3 / 4 " R . O . 3' - 4 1 / 8 " 5 1 / 2 " 5 1/2" 4' - 2 1/2" 4' - 8" 2' - 9 7 / 8 " 6' - 0 3 / 4 " R . O . 2' - 2 3 / 8 " 5 1 / 2 " 3' - 0 7 / 8 " 4' - 0 3 / 4 " R . O . 2' - 1 1 7 / 8 " 3 1 / 2 " 2' - 0 7 / 8 " 13 ' - 3 1 / 8 " R . O . 37 ' - 3 1 / 2 " 6 ' - 1 0 3 /8 " 1 3 ' - 2 1 5 /1 6 " 5 1 /2 " 7 ' - 2 1 5 /1 6 " 3' - 6 5 / 8 " 5 1 / 2 " 2' - 0 1 / 2 " 5 1 / 2 " 1 ' - 9 5 / 8 " 5 1 / 2 " 3' - 2 5 / 1 6 " 6' - 7 1 / 8 " 1 1 " 5 1 /2 "4' - 9 " 3 1 /2 " 7' - 6 3 /8 " 5 1 /2 "4 1 /2 "6 ' - 0 3 /8 " R .O . 5 1 /2 " 5 1 /2 " 5 3 /4 "6' - 6 3 /4 " R .O . 5 1 /2 " 5 1 / 2 " 5 3 / 4 " 6 ' - 6 3 / 4 " R . O . 5 1 / 2 " 4' - 4 5 / 1 6 " 1 4' - 0 " R . O . 1 1 1 / 4 " 6' - 0 3 / 4 " R . O . 5 1/ 2 " 5 1 /2 "3' - 1 1 9 /1 6 "3 1 /2 " 8' - 3 5 /8 " 5 1 /2 " 6' - 5 " 5 1 / 2 " 1 0 7 / 8 " 5 1 / 2 " 1 0 7 / 8 " 5 1 / 2 " 6' - 0 " R . O . 3 1 / 2 " 2' - 2 9 / 1 6 " 5 1 / 2 " 3 1 /2 " 1 0 1 /2 " 5 1 /2 " R 3' - 1 5/8"R 3' - 7 1/8"9' - 0 1/4"21' - 10" R.O.5' - 2 3/16"8 3/4"11' - 11 3/4" R.O. 4 1/8" 3' - 0" R.O.1' - 6 3/8"5 1/2" 5 1 / 2 " 5 1 / 2 " 1' - 0 " 5 1 / 2 " 7/ 8 " 9' - 3 1 / 4 " 11 ' - 1 7 / 1 6 " 5 1 / 2 " 6 1 / 2 " 2' - 9 7 / 8 " 24 ' - 9 " 5 1/2"6' - 4"13' - 0" R.O.5 1/2" 1' - 3 1/8"11' - 6 3/4" R.O.3' - 8 5/8" 5 1/2"9 1/8" 2' - 1 3/4" R.O. 2" 4' - 8" R.O.9 1/8" 5 1/2" 4' - 2 1/4"3 1/2" 1' - 1 1/4" 5 1/2" 6 1/2"9' - 0 3/4" R.O.1' - 8 3/4" 5 1 / 2 " 7" 5 1 / 2 " 2' - 1 1 / 2 " 10 ' - 6 " R . O . 7 1 / 2 " 5 1 / 2 " 14 ' - 9 " 23 ' - 6 1 / 2 " 5 1/2"1' - 10 1/2"3' - 0" R.O.1' - 4"5 1/2" 5 1 / 2 " 5' - 3 1 / 2 " 5 1 / 2 " 5' - 9 " 4' - 2 1/2"5 1/2"10' - 4 1/4"5 1/2" 4 1/2" 3' - 0" R.O. 4 1/2" 3 1/2"5' - 6"3 1/2"11' - 1 1/4" 5 1/2" 25' - 1" 10' - 4 1/4"5 1/2" 2' - 1 1 / 2 " 2' - 6 " R . O . 4 1 / 2 " 3 1 / 2 " 2' - 2 5 / 8 " 3 1 /2 " 4' - 7 5 /8 " 5 1 /2 " 3' - 1 1 /4 " 5 1 /2 " 4 1 /2 "3' - 6 " R .O . 3 ' - 1 0 1 /1 6 "3 1 /2 " 6 3 /1 6 " 2' - 1 0 " R .O . 1 1 " 3 1 /2 " 4 1 /2 "2' - 1 0 " R .O .2 ' - 1 0 "3 1 /2 " 6 ' - 2 3 /8 "3 1 /2 " 3' - 0 "5 1 /2 " 4 ' - 6 3 /4 " 3 1 / 2 " 4 ' - 0 " 5 1 / 2 " 2 5 / 8 " 5 1 / 2 " 6 ' - 9 1 / 1 6 " 3 1 / 2 " 1' - 2 3 / 4 " 7 1 / 4 " 3' - 1 5 / 8 " 8 ' - 1 1 7 / 1 6 " 3 1 /2 " 5 1 /4 " 1 ' - 6 " R .O . 5 1 /4 "3 1 /2 " 2' - 0 " 5 1 / 2 " 5 / 8 " 2' - 6 " R . O . 1 ' - 3 5 / 8 " 3 1 / 2 " 1' - 1 1 5 / 1 6 " 4' - 8 " 3 1 / 2 " 6 1 / 2 " 5 1 / 2 " 5 7 / 8 " 3 ' - 0 " R . O . 5 7 /8 " 5 1 / 2 " 2' - 2 " 3' - 4 " 4' - 5 1 / 4 " 5 1 / 2 " 2' - 3 1 / 2 " 2' - 1 0 " R . O . 4 1 / 2 " 5 1 / 2 " 1 1 5 / 1 6 " 1 0' - 2 1 / 1 6 " 5 1 / 2 "5 ' - 3 " 5 1 /2 " 2' - 1 5 /8 " 4 ' - 1 5 /8 " 7' - 9 1 /8 " 3 1 /2 " 2 ' - 0 1 5 / 1 6 " 2 ' - 1 1 1 / 2 " 6 ' - 9 3 /4 " 7 1/4"8' - 4 1/4"5 1/2"5' - 7"5 1/2" 3 1/2"1' - 1 1/4" 3 1 / 2 " 1' - 1 1 / 4 " 5 1 / 2 " 1' - 2 " 3 1 / 2 " 4' - 3 7 / 8 " 5 1 / 2 " 6' - 1 " 5 1 / 2 " 4 1 / 2 " 2' - 8 " R . O . 1' - 3 1 / 8 " 3' - 7 1 /8 " 11' - 9 1/2"19' - 4" 5 1/2"7' - 8 5/8"3 1/2" 3 1 / 2 " 2' - 0 " 3' - 1 0 1 / 2 " 5 1/2"9" 2' - 1 0 7 / 8 " 5 1 / 2 " 2 5 / 8 " 9' - 1 " 11 ' - 2 " STUD WALL AND STONE CANTED @ 1":12"; SEE FIREPLACE SHEET FORMORE DETAIL 5' - 9 " 13 ' - 3 5 / 8 " 3' - 6" 3 1/2" 1' - 8 1/2" 5 1/2"16' - 6 1/2" 3' - 1 " R . O . FD FD FD (17) RISERS @ 9"; (16) TREADS @ 7" MIN. CLR.@ 12" FROM NARROW EDGE IN FLOOR UPLIGHT SEE STAIR SHEETS A7.4- A7.9 FOR STAIR INFORMATION 96" MASONLITE FIREPLACE W/ GAS LOG SET W/ CUSTOM STEEL HEARTH OVER CONC. SLAB AND STEELCONSTRUCTION. SEE SHEET A7.1 FOR MORE INFORMATION SEE STAIR SHEETS A7.4- A7.9 FOR STAIR INFORMATION 72" MASONLITE FIREPLACE W/ GAS LOG SET W/ BOULDER HEARTH OVER CONC. SLAB AND STEELCONSTRUCTION. SEE SHEET A7.2FOR MORE INFORMATION A7.9 11 Scale Drawn by Checked by Issue Date REVISION 1/4" = 1'-0" 10 / 1 0 / 2 0 1 3 1 : 5 7 : 1 5 A M A3.2 MAIN LEVEL FLOOR PLAN AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/4" = 1'-0"1 MAIN LEVEL FLOOR PLAN 0'2'4'8'16' No.Revision Date Revision Description %&’(E6"< G B 9""2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " % )- )’).%+%) %-%’%. %, %* %/ 0 + 0 ) 0 % 0 0 0 - 0 ’ 0 . 0 , 0 * -+ -) -% -0 ’% ’0 ’.82 5 0 8 2 6 0 ; ; ; ; 4 D >2 "8 4 "! 8 4 "! 4 D >2 "8 4 "! 7 E 4 %&’(E6"< G B 9""2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " % )- )’). * %+%) %-%’%. %, %* %/ 0 + 0 ) 0 % 0 0 0 - 0 ’ 0 . 0 , 0 * -+ -) -% -0 ’) ’% ’0 ’.82 5 0 8255 8 2 6 0 ; ; ; ; <:5 $<:= <>>!8 4 :76 >8 ? 4 D >2 "8 4 "! 8 4 "! 4 D >2 "8 4 "! 7 E 4 %&’( E 6" < G B 9""2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " E6"< G B 9""2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " % )- )’). * %+%) %-%’%. %, %* %/ 0 + 0 ) 0 % 0 0 0 - 0 ’ 0 . 0 , 0 * -+ -) -% -0 -/ ’+ ’) ’% ’0 ’.82 5 0 8255 8 2 6 0 ; ; ; ; <:5 $<:= <>>!8 4 :76 >8 ? *%’’&- *%’.&% *%’’&, 4 D >2 "8 4 "! 8 4 "! 4 D >2 "8 4 "! 7 E 4 UP 8266.88265.8 X X 61.31 59.43 59.3 57.42 51.38 51.46 53.33 53.42 55.3 55.38 57.25 51.5 50.0 51.5 50.0 51.0 52.5 62.5 60.5 62.5 62.0 wl:61.0 50.0 50.0 55.5 53.5 (bw:51.5) 57.58 (tw:56.0) (tw:54.0) (tw:52.0) bw:53.0 tw:52.5 62.56 62.5 62.0 +/- 61.64 +/- 61.56 56 58 60 66 64 66 64 62 60 58 62 62 A4.2 A4.2 2 1 A4.1 1 A4.1 2 B E N C H 3 1 /2 "5 ' - 2 3 /1 6 "3 1 /2 "3 ' - 8 " MASTER BEDROOM 201 MASTER BATHROOM 202 W.C. 203 W.C. 204 ERIC'S CLOSET 205 SARA'S CLOSET 206 BE N C H EMMA'S ROOM 207 ERIC'S OFFICE 210 POWDER 211 1 4' - 5 7 / 8 " DN DN MICHAEL'S ROOM 212 MICHAEL'S BATH 213 MICHAEL'S CLST. 214 OPEN TO BELOW OPEN TO BELOW ALLIE'S ROOM 215 ALLIE'S BATH 216 ALLIE'S CLST. 217 2" / 12" DECK DECK DECK A4.3 1 2" / 1 2 " 13 ' - 0 " 3' - 2 " 5 1 / 2 " 12 ' - 3 7 / 8 " 3 1 / 2 " 2' - 0 5 / 8 " 3 1 / 2 " 3' - 2 " 3 1 / 2 " 2' - 3 5 / 8 " 2' - 1 0 " R . O . 6' - 9 3 / 8 " 2' - 1 0 " R . O . 3' - 0 " EMMA'S BATH 208 EMMA'S CLST 209 LAUNDRY CHUTE 1 1 / 2 " / 1 2 " L I N E OF E X I S TI N G S T R U C T U R E 2" / 12" BUILT IN LADDER ACCESS TO ATTIC ABOVE BENCH BENCH FILECABINETS ACCESS TO ATTIC SPACE BELOW DUAL SIDED INTERIOR / EXTERIOR FIREPLACE MECH. CHASE 4 ' - 0 1 / 2 " NICHE STORAGE 218 DECK 5' DECK ENCROACHMENT LINE 15' REAR SET BACK 4' ROOF ENCROACHMENT LINE A4.3 3 HIDDEN DOOR 1 9' - 5 3 /1 6 " 1 7' - 1 0 5 / 1 6 " 9' - 1 1 " 6' - 7 1 3 / 1 6 " 5 1/2"7' - 6"5 1/2"3' - 5 1/4"3 1/2"9' - 4 1/4"3 1/2" 4 1/2" 3' - 0" R.O. 4 1/2" 2' - 7 " 3 1 / 2 " 3' - 1 0 " 3 1 / 2 " 6' - 0 " 5 1 / 2 " 15 ' - 4 1 / 2 " E X TE N DED L I NE O F V I E W TO P E A K B HIGH WINDOW- WINDOW SILL AT 8'-0" A.F.F. HIGH WINDOWS- WINDOW SILL AT 6'-0" A.F.F. B.O. JOISTS 4'-7" A.F.F. B.O. JOISTS 3'-8" A.F.F. B.O. JOISTS 5'-0" A.F.F. A4.3 2 CORNER WINDOW HIGH WINDOWS- WINDOWSILL AT 6'-0" A.F.F. CORNER WINDOW HIGH WINDOW- WINDOW SILL AT 6'-0" A.F.F. HIGH WINDOW- WINDOW SILL AT 6'-0" A.F.F. 3 1 / 2 " 1' - 3 " 3 1 / 2 " 3' - 3 3 / 8 " 1 1/2" / 12" LINE OF 7'-6" SET BACK FROM PROPERTY LINE 5' DECK ENCROACHMENT LINE 15' REAR SET BACK 4' ROOF ENCROACHMENT LINE REF. DRAWERS MECH. CHASE LINEN ABOVE BUILT IN REF. DRAWERS BELOW W/D ROUGH IN TV THIN STONE VENEER 2" / 1 2 " Q Q Q Q Q Q Q Q Q Q Q Q Q 1 2 3 4 5 6 7 9 10 A B D E F G H I C 8 3A 5A 7A 1A 2A 4A 6A AA BB CC DD EE 4' - 8"26' - 0"6' - 8"17' - 0"8' - 6"17' - 10"4' - 5 1/2"15' - 9 1/2"2' - 3" 23 ' - 6 1 / 2 " 10 ' - 9 " 4' - 0 " 1' - 9 " 2' - 0 " 11 ' - 8 " 5' - 4 " 1' - 0 " 3 ' - 0 " 2' - 6 " 1 7 ' - 1 0 3 /1 6 " 2 ' - 6 " 5' - 0 " 2 ' - 6 " 4' - 9 5 / 8 " 7 ' - 6 3 / 1 6 " 5 ' - 0 " 2' - 6 " 3' - 10 13/16" 3' - 10 13/16" T.O. STRUCTURE @ 8272' - 8" T.O. STRUCTURE @ 8273' - 5 3/8" ART 4 A5.1 3 A5.1 2 A5.1 1 A5.1 1 A5.2 ELEVATOR 219 2 A5.2 3 A5.2 4 A5.2 CRICKET 1 A5.3 2 A5.3 3 A5.3 4 A5.3 5 A5.3 1 A5.4 2 A5.4 3 A5.4 200 201 202 203 204 206 207 209 208 210 211 212 213 214 215 216 217218 219 220 224 225 227 206 204 205 203 202 201 218 207 208 208A 209 211A 210 221 220 212 213 213A 214 215 216 216A 217 202A 3' - 6 1/2" 5' - 3 1 / 2 " 228 LINE OF ATTIC BELOW T.O. FINISH @ 8274' - 0" WINDOW BELOW 222 11 1/2" 202B HIGH WINDOWS ABOVE-SILLS AT 9' - 2" A.F.F. DRAWERSBELOW DE-FOG MIRROR DE-FOG MIRROR 3' W FULLLENGTH MIRROR MECH. CHASE POOL TO BE DEFERRED SUBMITTAL PENDING DRBREVIEW AND APPROVAL OF ASSIOCIATED BARRIER SOFFIT ABOVEFOR MECH. 71221 70221 50222 14223 9H223 68223 SKYLIGHT ABOVE 5 1/2"2' - 5 5/8"2' - 6 3/4" R.O.2' - 3 5/8"5 1/2"6' - 6 1/8"4' - 0" R.O. 3' - 0 " R . O . 11 3 / 8 " 5' - 1 1 3 / 4 " R . O . 1 3 / 4 " 3' - 0 " R . O . 3' - 9 3 / 4 " 5 1 / 2 " 5' - 0 3 / 8 " 2' - 6 3 / 4 " R . O . 4' - 6 3 / 8 " 5 1 / 2 " 8' - 3 1 / 4 " 2' - 6 3 / 4 " R . O . 7' - 7 " 2' - 6 3 / 4 " R . O . 2' - 7 1 / 4 " 5 1 / 2 " 29 ' - 8 " 24 ' - 0 1 / 2 " 18' - 6"5' - 6" 6 5/8"3' - 6 3/4" R.O.1 3/4"1' - 6" R.O. 3 1 / 2 " 4 1 / 2 " 2' - 6 " R . O . 4 1 / 2 " 5 1 / 2 " 1/ 2 " 5 1 / 2 " 3' - 3 " 3' - 0 " R . O . 1 1 / 4 " 5' - 1 1 3 / 4 " R . O . 1' - 7 5 / 8 " 3 1 / 2 " 8 1 5 / 1 6 " 4' - 0 3 / 4 " R . O . 1' - 4 5 / 1 6 " 3 1 / 2 " 1' - 0 1 / 4 " 4' - 0 3 / 4 " R . O . 1 5 / 8 " 3' - 1 " R . O . 1' - 9 3 / 8 " 3' - 0 " 3" 4' - 0 " R . O . 29 ' - 3 1 / 8 " 9' - 0 3 / 8 " 5 1/2"7' - 11 1/8"11' - 6 3/4" R.O.3' - 8 5/8"5 1/2" 9 1/8" 2' - 1 3/4" R.O. 1 5/8" 4' - 8 3/4" R.O. 8 3/4" 5 1/2"5' - 7"5 1/2" 6 7/8" 3' - 0" R.O.1 3/4"5' - 11 3/4" R.O.3' - 4 1/4"3' - 0" R.O. 5 1 / 2 " 5' - 3 1 / 2 " 5 1 / 2 " 5 1 / 2 " 3' - 6 1 / 2 " 23' - 8"8' - 6"22' - 3 1/2" 3' - 1 0 1 / 4 " R . O . 3 1 / 2 " 9' - 0 3 / 4 " R . O . 3 5 / 8 " 3 1 / 2 " 6' - 0 " 5 1 / 2 " 20 ' - 0 " 6 1/2"3' - 0" R.O. 1 3/8" 2' - 0 3/4" R.O. 1' - 1 7/8" 5 1/2" 1' - 4 7/8"11' - 6 3/4" R.O.2 7/8" 5 1/2" 10 1/2" 5 1/2"4' - 6 3/4" R.O. 5 3/4" 3 1/2" 4 1/2"6' - 0 3/4" R.O.3' - 6 3/4"5 1/2" 7' - 4"14' - 6 1/2"16' - 3" 3' - 0 7 / 1 6 " 8' - 0 3 / 4 " R . O . 3 " 3' - 0 " R . O . 1 4' - 1 1 / 4 " 5 1 /2 " 4' - 9 1 /8 " 3' - 0 " R .O . 7' - 6 " 5 1 / 2 " 3 7 / 8 " 1 0' - 0 " R . O . 4 1 1 / 1 6 " 4' - 0 3 / 4 " R . O . 3 5 / 8 " 3' - 6 " R . O . 4' - 3 " R .O . 5 1 /2 "2 ' - 0 1 /2 "5 1 /2 "1 0 1 /8 "2' - 6 3 /4 " R .O . 1 0 1 /8 " 7 1 /4 " 1' - 7 3/1 6 "3 1 /2 "5' - 9 7 /8 " 5 1 /2 "4' - 4 3 /8 " 2' - 6 " 4' - 8 1 /2 " 8' - 9 3 /8 " 4 ' - 4 3 /8 " 5 1 /2 " 5 1 / 2 " 3' - 3 5 / 8 " 5 1 / 2 " 1' - 1 1 / 1 6 " 3 1 / 2 " 9 ' - 6 " 5 1 / 2 " 4 ' - 8 3 / 4 " 5 1 / 2 " 7' - 3 1 5 / 1 6 " 1' - 0 " 3' - 9 1 / 8 " 1 1 7 /8 "5 1 /2 "1 ' - 1 1 /8 "5 1 /2 " 6 1 /4 " 2' - 2 " R . O . 2' - 10" R.O.8' - 4 7/16" R 3 ' - 1 5 / 8 "R 3' - 7 1/8" 3' - 1 5 / 8 " 2' - 4 " 3 1 /2 " 2 ' - 2 1 /8 " 2 ' - 4 " R .O . 3 ' - 3 1 /1 6 " 3 1 / 2 " 3' - 2 " 3 1 / 2 " 9 9/ 1 6 " 3' - 0 " R . O . 6 9 / 1 6 " 9 ' - 6 1 /2 " 5 1 /2 " 1 1' - 9 " 3 1 /2 " 5 ' - 6 " 5 1 /2 " 6' - 1 0 1 / 2 " 2' - 8 " R . O . 4 1 / 2 " 3 1 / 2 " 4 1 / 2 " 2 ' - 8 " R . O . 3' - 7 5 / 1 6 " 5 1 / 2 " 4 1 /2 "3' - 0 " R .O . 4 1 /2 "3 1 /2 " 1 3 ' - 1 1 1 /2 " 3 1 / 2 " 5 ' - 9 " 3 1 /2 " 11' - 4 3/4" 3 1/2" 1' - 11 3/4"2' - 6" R.O.2' - 7 5/8"3 1/2" 2' - 0"5' - 8"3 1/2"2' - 11 1/4"3 1/2"5' - 10 3/16" 3 1/2" 7 3/4" 3' - 0" R.O. 4 3/4" 5 1/2" 3' - 3" 7' - 4"5 1/2"6' - 1 3/8" 5' - 1 0 7 / 8 " 4 1 / 2 " 2' - 6 " R . O . 3' - 3 1 / 2 " 3 1 / 2 " 1' - 2 5 / 8 " 4" 2' - 6 " R . O . 2' - 2 3 / 8 " 3 1 / 2 " 8 7/ 1 6 " 3 1 / 2 " 2 ' - 5 3 /1 6 " 3 1 /2 " 3' - 7 1 5 /1 6 "3 1 /2 "1' - 0 7 /1 6 " 7' - 5 1 / 1 6 " 2' - 1 0 " R . O . 6" 3 1 / 2 " 2' - 0 7 / 8 " 1' - 4 1/2"2' - 10" R.O. 5 1 / 2 " 5 1 1 / 1 6 " 2' - 1 0 " R . O . 5 1 1 / 1 6 " 5' - 5 3/4" CLR5' - 1 1 3 / 4 " C L R 1' - 4"5' - 0 1/2" 4 1 / 2 " 2' - 8 " R . O . 3' - 3 1 / 8 " 5 1 / 2 " 6' - 1 " 5 1 / 2 " (17) RISERS @ 9"; (16)TREADS @ 7" MIN. CLR. @ 12" FROM NARROW EDGE SEE STAIR SHEETS A7.4 - A7.9 FOR STAIR INFORMATION FIREPLACE XTRODDINAIRE XTREME 6020 SEE SHEET A7.2 FOR MORE INFORMATION 60" TV ON MANUAL 90DEG SWING ARM ABOVE FIREPLACE TOWN AND COUNTRY 42" DIRECT VENT, INSTALL PER MANUF SPECIFICATION. SEESHEET A7.1 FOR MORE INFORMATION Scale Drawn by Checked by Issue Date REVISION 1/4" = 1'-0" 10 / 1 0 / 2 0 1 3 1 : 5 7 : 3 7 A M A3.3 UPPER LEVEL PLAN AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/4" = 1'-0"1 UPPER LEVEL FLOOR PLAN0'2'4'8'16' No.Revision Date Revision Description %&’( E 6" < G B 9""2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " E6"< G B 9""2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " % )) )- )’). )* %+%) %-%’%. %, %* %/ 0 + 0 ) 0 % 0 0 0 - 0 ’ 0 . 0 , 0 * -+ -) -% -0- -/ ’+ ’) ’% ’0 ’.82 5 0 8255 8 2 6 0 ;; UP %&’(E6"< G B 9""2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " % )- )’).%+%) %-%’%. %, %* %/ 0 + 0 ) 0 % 0 0 0 - 0 ’ 0 . 0 , 0 * -+ -) -% -0- ’% ’0 ’.82 5 0 8 2 6 0 ;; %&’(E6"< G B 9""2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " % )- )’). )* %+%) %-%’%. %, %* %/ 0 + 0 ) 0 % 0 0 0 - 0 ’ 0 . 0 , 0 * -+ -) -% -0- ’) ’% ’0 ’.82 5 0 8255 8 2 6 0 ;; %&’( E 6" < G B 9""2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " E6"< G B 9""2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " % )- )’). )* %+%) %-%’%. %, %* %/ 0 + 0 ) 0 % 0 0 0 - 0 ’ 0 . 0 , 0 * -+ -) -% -0- -/ ’+ ’) ’% ’0 ’.82 5 0 8255 8 2 6 0 ;; UP UP UP 8266.88265.8 61.31 59.43 59.3 57.42 51.38 51.46 53.33 53.42 55.3 55.38 57.25 51.5 50.0 51.5 50.0 51.0 52.5 62.5 60.5 62.5 wl:61.0 50.0 50.0 55.5 53.5 (bw:51.5) 57.58 (tw (t (tw bw:53.0 tw:52.5 62.56 62.5 62.0 +/- 61.64 +/- 61.56 56 58 60 66 64 66 64 62 60 5 62 62 A4.2 A4.2 2 1 A4.1 1 A4.1 2 A4.3 1 A4.3 3 A4.3 2 15' SIDE SETBACK 1 1 / 2 " / 1 2 " 1 1 /2 " / 1 2 " 1 1/2" / 12" 1 1 / 2 " / 1 2 " 2" / 1 2 " 2" / 12" 1 1 / 2 " / 1 2 " 1 2 3 4 5 6 7 9 10 A B D E F G H I C 8 3A 5A 7A 1A 2A 4A 6A AA BB CC DD EE 4' - 8"26' - 0"6' - 8"17' - 0"8' - 6"17' - 10"4' - 5 1/2"15' - 9 1/2"2' - 3" 23 ' - 6 1 / 2 " 10 ' - 9 " 4' - 0 " 1' - 9 " 2' - 0 " 11 ' - 8 " 5' - 4 " 1' - 0 " 3' - 0 " 2' - 6 " 1 7' - 1 0 3 /1 6 " 2' - 6 " 5 ' - 0 " 2' - 6 " 4' - 9 5 / 8 " 7 ' - 6 3 / 1 6 " 5' - 0 " 2' - 6 " LOWER LEVEL FINISHED FLOOR @ 8250' - 0" MAIN LEVEL FINISHED FLOOR @ 8262' - 0" UPPER LEVEL FINISHED FLOOR @ 8274' - 0" EXISTING GRADE @ 8256' - 6" *2 EXISTING GRADE @ 8255' - 10" FINISHED GRADE @ 8254' - 6" *1 T.O. STRUCTURE @ 8285' - 7 15/16" EXISTING GRADE @ 8252' - 9" *3 T.O. STRUCTURE @ 8286' - 7 3/16" EXISTING GRADE @ 8255' - 3" L I N E O F U P P E R L E V E L F O O T P R I N T LINE OF UPPER LEVEL FOOTPRINT LINE OF UPPER LEVELFOOTPRINT LINE OF UPPER LEVEL FOOTPRINT T.O. STRUCTURE @ 8287' - 2 15/16" T.O. STRUCTURE @ 8288' - 0" T.O. STRUCTURE @ 8284' - 5 9/16" 4' - 0 " T.O. STRUCTURE @ 8279' - 11 1/8" 3' - 3 3/8" 1' - 0 3/8" 4' - 0 " T.O. STRUCTURE @ 8275' - 10" 3' - 0" 3' - 0" 5" 11 7 / 8 " 3' - 0" 11 7 / 8 " T.O. STRUCTURE @ 8283' - 6 13/16" T.O. STONE CAP @ 8292' - 3" 2' - 3 1 /8 " 2' - 3 1 /8 " 1' - 3 1 / 8 " 2 ' - 0 1 /2 " 1' - 3 5/ 8 " 1' - 9 1 /8 " 2' - 6" T.O. STRUCTURE @ 8278' - 6 13/16" 1 1 1 / 8 " 4' - 0" 4' - 0" 3' - 3 1 / 2 " 1' - 2 5 / 8 " T.O. STRUCTURE @ 8284' - 0 9/16" T.O. STRUCTURE @ 8283' - 8 9/16" 2" / 12" 1 1/2" / 12" EXISTING GRADE @ 8256' - 6" *4 4 A5.1 3A5.1 2 A5.1 1 A5.1 1 A5.2 2 A5.2 3 A5.2 4 A5.21 A5.3 2 A5.3 CRICKET CRICKET CRICKET 3 A5.3 4 A5.3 5 A5.3 1 A5.4 2 A5.4 3 A5.4 2" / 12"2" / 12" 1 1/2" / 12"3" / 12" T.O. STRUCTURE @ 8289' - 4 9/16" 8283' - 7 1/16" T.O. STRUCTURE @ 8286' - 7 3/16" EXISTING GRADE @ 8256' - 3" SKYLIGHT 77229 MASTER BEDROOM CHIMNEY GENERAL NOTES: LOT SIZE IS .4809 ACRES EQUAL TO 20,948 SF 1.) ALL ROOF HEIGHTS ARE TO THE TOP OF SHEATHING ON ROOF PLAN SITE PLAN. 2.) PROVIDE ENGINEERED SNOW GUARD FENCE SYSTEM PER ROOF SLOPE TYPE AND SNOW LOAD. SUBMIT FOR APPROVAL. PROVIDE DESIGN BUILD ENGINEERED SNOW FENCE AND SNOW GUARD SYSTEMS @ ALL ROOF AREAS. SEE SPEC FOR MORE INFORMATION. 3.) SEE ELEVATIONS FOR J-BOX LOCATIONS FOR HEAT TAPE FOR GUTTER AND FUTURE HEAT TAPE. PROVIDE HEAT TAPE FOR ALL DOWNSPOUTS, GUTTERS, UNDERGROUND HARDPIPE TO DAYLIGHT, AND FUTURE 3' HIGH SECTION OF HEAT TAPE AT ROOF EAVE ABOVE GUTTER. 4.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON SITE PLAN): MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING GRADE DIRECTLY BELOW (WHICHEVER IS MORE RESTRICTIVE). DOES NOT INCLUDE 6 1/2" INSULATION PANEL OR APPROX. 1" OF ROOFING. *1- ROOF RIDGE HEIGHT @ SHEATHING = 8287' - 3" EXISTING GRADE BELOW EAVE = 8255' - 10" FINISHED GRADE BELOW EAVE = 8254' - 6" ROOF HEIGHT = 32' - 9" *2- ROOF RIDGE HEIGHT @ SHEATHING = 8288' - 0" EXISTING GRADE BELOW EAVE = 8256' - 6" ROOF HEIGHT = 31'- 6" *3- ROOF RIDGE HEIGHT @ SHEATHING = 8285'- 8" EXISTING GRADE BELOW EAVE = 8252'- 9" ROOF HEIGHT = 32' - 11" *4- ROOF RIDGE HEIGHT @ SHEATHING = 8289'- 4 1/2" EXISTING GRADE BELOW EAVE = 8256'- 6" ROOF HEIGHT = 32' -10 1/2" NOTE: 6 1/8" FOAM INSULATION PANEL IS ALLOWED TO EXTEND ABOVE THE HEIGHT LIMIT BY 8". Scale Drawn by Checked by Issue Date REVISION 1/4" = 1'-0" 10 / 1 0 / 2 0 1 3 2 : 0 2 : 4 9 A M A3.4 ROOF PLAN AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/4" = 1'-0"1 ROOF PLAN0'2'4'8'16' No.Revision Date Revision Description MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0"(1) SURFACEMOUNTED SCONCE SC O N C E 9 ' - 1 " A . F . F . (1) SURFACE MOUNTED SCONCE M M (2) MONO POINTS BEYOND BEAM E E Q Q QQQQQQ Q 1' - 6 " Q Q Q 1 2 3 4 5 6 7 9 108 4' - 8"26' - 0"6' - 8"17' - 0"8' - 6"17' - 10"4' - 5 1/2"15' - 9 1/2"2' - 3" 1 2 4 4 3 20 6 10 5 W6X20 STEEL BEAMRE: STRUCT 24 23 22 15 5 22 18 2 4 15 W6X20 STEEL BEAM RE: STRUCT 13 16 CUSTOM COPPER CLAD ENTRY DOOR 5 14 2 4 7 8 9 10 10 10 2 4 5 7 6 10 ELEC. CLOSET DOORS 2 GAS METER LOCATION 18 13 9 BOULDER COLUMN BASE T.O. STRUCTURE @ 8284' - 0 9/16" T.O. STRUCTURE @ 8288' - 0" T.O. STRUCTURE @ 8284' - 6 1/16" 2 " / 12" 1 1/2" / 12" 18 2" / 12" 24 FINISHED GRADE @ 8264' - 2 1/2" LINE OF EXISTING GRADE @ RIDGE ABOVE 26 ' - 0 " F R O M F I N I S H E D G R A D E T O T . O . S T R U C T . 3 A5.2 4 A5.2 1 A5.3 2 A5.3 3 A5.3 4 A5.3 31113 3211432114 3311534115 36116 36116 36116 3811737117 5111840118 4111842118 44218 45218 43218 9K217 6321864218 6521966219 5122040220 42220 41220 111 9I22369223 68223 9H223 9J225 5227 118 2228 8288' - 5 9/16" 8289' - 4 9/16" MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" Q E Q E SC O N C E 9 ' - 1 1 / 4 " A . F . F . SC O N C E 9 ' - 1 1 / 4 " A . F . F . 12345679108 4' - 8"26' - 0"6' - 8"17' - 0"8' - 6"17' - 10"4' - 5 1/2"15' - 9 1/2"2' - 3" 2 4 622 T.O. STRUCTURE @ 8284' - 6 1/16" 18 3 13 20 5 10 7 8 10 5 5 16 15 12 CERAMIC TILE BACKSPLASH 15 T.O. STRUCTURE @ 8287' - 2 15/16"T.O. STRUCTURE @ 8288' - 0" EXISTING GRADE @ 8255' - 10" FINISHED GRADE @ 8254' - 6" *1 32 ' - 9 " F R O M F I N I S H E D G R A D E T O T . O . S T R U C T U R E LINE OF FINISHED GRADE FINISHED GRADE @ 8254' - 6" LINE OF EXISTING GRADE @ RIDGE ABOVE 1 1/2" / 12" 3A5.2 4A5.2 1A5.3 2A5.3 3A5.3 4A5.3 20108 2110922109 24109 23109 7008700980099010 9A110 9B110 6007 6007 5006 4005 9C204 4321257212 78212 79212 5821359213 60214 61214 62215 GENERAL NOTES: 1) EXTERIOR LIGHTING IS NOTED AS: A-DREAMSCAPES DL-126-LED EXT. STEPLIGHT ANTIQUE BRONZE FINISH MOUNTED 18" OR LESS ABOVE FINISHED GRADE- (57) TOTAL FIXTURES B- HEVI LITE INC HL-374 PAR-20 SURFACE MOUNT DOWN LIGHT BRONZE POWDER COAT FINISH (BZ)- (4) TOTAL FIXTURES C- HEVI LITE INC HL-384-BZ SURFACE MOUNT MONO POINT BRONZE POWDER COAT FINISH. PERMANENTLY FIXED/INSTALLED AS A DOWNLIGHT- (2) TOTAL FIXTURES D- LIGHTOLIER- CALCULITE EVOLUTION- C4AICLVM- 4" LOW VOLTAGE ADJUSTABLE CAN- (14) TOTAL FIXTURES 2) SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3) ALL SNOW FENCES AT STANDING SEAM ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS RE: SPEC. 4) ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5) WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. 6) SEE SHEET A4.1 FOR TYP. MATERIAL CALLOUTS 7) ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO BE PAINTED TO MATCH BLUE/BLACK STEEL SAMPLE. MATERIALS 1.STANDING SEAM METAL ROOF- DARK BROWN CUSTOM COLOR RE: SPEC 2.6X10 WOOD RAFTERS. RE: STRUCT- COLOR: PORTER STAINS 709 BLACKWALNUT 3.6X12 WOOD RAFTERS. RE: STRUCT- COLOR: PORTER STAINS 709 BLACK WALNUT 4.2X4 SHADOW BOARD OVER 2X10FASCIA.- COLOR: PORTER STAINS 709 BLACK WALNUT 5.COPPER PANEL SIDING W/ DARK SEALED PATINA 6.DRY STACKED STONE VENEER- BLEND OF FRED'S BROWN, COLORADO BUFF, TELLURIDE GOLD, AND ADOBE CHOPPED STONE 7.HORIZONTAL RECLAIMED WOOD SIDING 8.3X3 WOOD TRIM- COLOR: PORTER STAINS 709 BLACK WALNUT 9.DIMENSIONAL WOOD TRIM- COLOR: PORTER STAINS 709 BLACK WALNUT 50% FORMULA 10.STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT11.COLORADO BUFF STONE HEADER 12.COLORADO BUFF STONE CAP 13.STEEL BEAM. RE: STRUCT 14.8X8 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND STEEL BEAM- COLOR: PORTER STAINS 709 BLACK WALNUT 15.8X8 WOOD COLUMN W/ STEEL CAP AND 4X4 HSS COLUMN CONNECTIONS @ TOP AND BOTTOM- COLOR: PORTER STAINS 709 BLACK WALNUT 16.TYPICAL STEEL HANDRAIL PAINTED CUSTOM BLUE/BLACK COLOR 17.COLOLORADO BUFF STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER 18.5" ROUND COPPER GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND PROVIDE POWER FOR HEAT TAPE.19.STEEL COLUMN 20.4X4 TUBE STEEL COLUMNS @ CHIMNEY CAP PAINTED TO MATCH WINDOW CLADDING 21.3" THICK STONE CHIMNEY CAP 22.SNOW FENCE TYP. SEE ROOF PLAN FOR LOCATIONS. 23.4X4 TOP TRELLIS MEMBERS-COLOR: PORTER STAINS 709 BLACK WALNUT 24.STEEL MC 4X13.8 BOTTOM TRELLIS MEMBERS- PAINTED CUSTOM BLUE/BLACK COLOR Scale Drawn by Checked by Issue Date REVISION 1/4" = 1'-0" 10 / 1 0 / 2 0 1 3 2 : 0 3 : 2 8 A M A4.1 ELEVATIONS AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 0'2'4'8'16' 1/4" = 1'-0"1 SOUTH ELEVATION 1/4" = 1'-0"2 NORTH ELEVATION No.Revision Date Revision Description MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" E Q QQ Q SC O N C E 9 ' - 1 " A . F . F . ABDEFGHIC 23' - 6 1/2"10' - 9"4' - 0"1' - 9"2' - 0"11' - 8"5' - 4"1' - 0" COPPER PANELS @ GARAGE DOORS TO MATCH SIDING T.O. STRUCTURE @ 8279' - 11 1/8" T.O. STRUCTURE @ 8275' - 10" 1 1/2" / 12" T.O. STONE CAP @ 8265' - 3" LINE OF EXISTING GRADE @ ROOF ABOVE 4 A5.1 3 A5.1 2 A5.1 1 A5.1 1 A5.2 2 A5.2 9010 9A110 9B110 2511126111 2711128111 30112 4621646216462169K217 101A101 9H223 9I223 43224 9J225 70224 29112 14223 50223 71221 70221 45221 44221 43221 14223 50222 71221 70221 45221 MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" Q A B D E F G H IC 1' - 0"5' - 4"11' - 8"2' - 0"1' - 9"4' - 0"10' - 9"23' - 6 1/2" LINE OF EXISTING GRADE @ RIDGE ABOVE LINE OF 33' ABOVE EXISTING GRADE @ RIDGEEXISTING GRADE @ 8256' - 6" *4 4 A5.1 3 A5.1 2 A5.1 1 A5.1 1 A5.2 2 A5.2 520052015202 1010010100111011110112102131031310313103 10001001 43203 44203 45203 9C204 T.O. STRUCTURE @ 8289' - 4 9/16" T.O. STRUCTURE @ 8283' - 8 9/16" GENERAL NOTES: 1) EXTERIOR LIGHTING IS NOTED AS: A-DREAMSCAPES DL-126-LED EXT. STEPLIGHT ANTIQUE BRONZE FINISH MOUNTED 18" OR LESS ABOVE FINISHED GRADE- (57) TOTAL FIXTURES B- HEVI LITE INC HL-374 PAR-20 SURFACE MOUNT DOWN LIGHT BRONZE POWDER COAT FINISH (BZ)- (4) TOTAL FIXTURES C- HEVI LITE INC HL-384-BZ SURFACE MOUNT MONO POINT BRONZE POWDER COAT FINISH. PERMANENTLY FIXED/INSTALLED AS A DOWNLIGHT- (2) TOTAL FIXTURES D- LIGHTOLIER- CALCULITE EVOLUTION- C4AICLVM- 4" LOW VOLTAGE ADJUSTABLE CAN- (14) TOTAL FIXTURES 2) SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3) ALL SNOW FENCES AT STANDING SEAM ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS RE: SPEC. 4) ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5) WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. 6) SEE SHEET A4.1 FOR TYP. MATERIAL CALLOUTS 7) ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO BE PAINTED TO MATCH BLUE/BLACK STEEL SAMPLE. Scale Drawn by Checked by Issue Date REVISION 1/4" = 1'-0" 10 / 1 0 / 2 0 1 3 2 : 0 4 : 1 2 A M A4.2 ELEVATIONS AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/4" = 1'-0"1 EAST ELEVATION 1/4" = 1'-0"2 WEST ELEVATION MOVED EXTERIOR WALLS PERNEW FIRE PLACE DESIGN; REVISED ROOFABOVE MASTER WING 09/13/13 No.Revision Date Revision Description MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" 3A5A7A 1A2A4A6A 3' - 0"2' - 6"17' - 10 3/16"2' - 6"5' - 0"2' - 6" T.O. STRUCTURE @ 8285' - 8 1/16" T.O. STRUCTURE @ 8286' - 7 3/16" EXISTING GRADE @ 8252' - 9" *3 LINE OF EXISTING GRADE @ RIDGE LINE 33' ABOVE EXISTING GRADE @ RIDGE @ #3 5 A5.3 1 A5.4 67206 14104 20022003 9F207 9G207 9D210 9E210 MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" 1' - 6 " AABBCCDDEE 2' - 6"5' - 0"7' - 6 3/16"4' - 9 5/8" GLASS PANEL GUARD RAIL T.O. STRUCTURE @ 8285' - 7 15/16" T.O. STRUCTURE @ 8286' - 7 3/16" T.O. STONE CAP @ 8265' - 3" T.O. STONE CAP @ 8277' - 3" Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q 2 A5.4 3 A5.4 9F207 9G207 50208 67208 52209 18107 3004 020 9D210 9E210 5321154211 56211 55211 MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" AA BB CC DD EE 2' - 6"5' - 0"7' - 6 3/16"4' - 9 5/8" T.O. STONE CAP @ 8265' - 3" T.O. STONE CAP @ 8277' - 3" 6' - 0 5 / 8 " T.O. STRUCTURE @ 8282' - 7 1/16" WOOD LOUVERED OPENING-STAINED TOMATCH EXTERIOR TRIM 2 A5.4 GENERAL NOTES: 1) EXTERIOR LIGHTING IS NOTED AS: A-DREAMSCAPES DL-126-LED EXT. STEPLIGHT ANTIQUE BRONZE FINISH MOUNTED 18" OR LESS ABOVE FINISHED GRADE- (57) TOTAL FIXTURES B- HEVI LITE INC HL-374 PAR-20 SURFACE MOUNT DOWN LIGHT BRONZE POWDER COAT FINISH (BZ)- (4) TOTAL FIXTURES C- HEVI LITE INC HL-384-BZ SURFACE MOUNT MONO POINT BRONZE POWDER COAT FINISH. PERMANENTLY FIXED/INSTALLED AS A DOWNLIGHT- (2) TOTAL FIXTURES D- LIGHTOLIER- CALCULITE EVOLUTION- C4AICLVM- 4" LOW VOLTAGE ADJUSTABLE CAN- (14) TOTAL FIXTURES 2) SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3) ALL SNOW FENCES AT STANDING SEAM ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS RE: SPEC. 4) ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5) WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. 6) SEE SHEET A4.1 FOR TYP. MATERIAL CALLOUTS 7) ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO BE PAINTED TO MATCH BLUE/BLACK STEEL SAMPLE. Scale Drawn by Checked by Issue Date REVISION 1/4" = 1'-0" 10 / 1 0 / 2 0 1 3 2 : 0 4 : 5 2 A M A4.3 ELEVATIONS AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/4" = 1'-0"1 NORTH HEARTH ROOM ELEVATION 1/4" = 1'-0"2 EAST HEARTH ROOM ELEVATION 1/4" = 1'-0"3 WEST HEARTH ROOM ELEVATION No.Revision Date Revision Description Scale Drawn by Checked by Issue Date REVISION 10 / 1 0 / 2 0 1 3 2 : 0 5 : 4 8 A M A4.4 3D VIEWS AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1 ENTRY PERSPECTIVE2ENTRY PERSPECTIVE STRAIGHT ON 3 EAST PERSPECTIVE4NORTH EAST PERSPECTIVE No.Revision Date Revision Description MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" SPORT COURT SLAB 8243' - 9 3/8" PLATE 8282' - 10 7/8" 1 2 3 4 4' - 8"26' - 0"6' - 8" MASTER BATHROOM 202 SARA'S CLOSET 206 GARAGE 101 SPORT COURT 001 T.O. STEEL BEAM @ 8272' - 5 1/2" T.O. STEEL BEAM @ 8273' - 3" T.O. CONC. LEDGE @ 8259' - 6" T.O. CONC. WALL @ 8262' - 0" T.O. CONC. @ 8261' - 1" 2' - 0"18' - 6"5' - 6" 2 " / 12" T.O. PLATE @ 8283' - 4 5/8" 9' - 4 5 / 8 " T.O. PLY @ 8273' - 9 3/4" 4' - 0" 4' - 0" T.O. PLATE @ 8286' - 3 3/4" 12 ' - 3 3 / 4 " 16 ' - 2 1 / 8 " T.O. FINISH @ 8245' - 0" T.O. CONC. @ 8243' - 9 7/16" 3' - 11 3/8" T.O. PLATE @ 8272' - 6 3/8" 10 ' - 7 " MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" SPORT COURT SLAB 8243' - 9 3/8" PLATE 8282' - 10 7/8" 1 2 3 4 4' - 8"26' - 0"6' - 8" MASTER BATHROOM 202 SARA'S CLOSET 206 GARAGE 101 SPORT COURT 001 5' - 0 " T.O. CONC. WALL @ 8262' - 0" T.O. CONC. LEDGE @ 8259' - 6" 6"2 1/2" 5 1/2"8 1/2"5 1/2" 2" / 12" 4' - 0"4' - 0"24' - 0" 9' - 4 5 / 8 " T.O. PLATE @ 8287' - 2 3/4" T.O. PLATE @ 8283' - 4 5/8" 13 ' - 2 3 / 4 " T.O. PLY @ 8273' - 9 3/4" T.O. FINISH @ 8245' - 0" T.O. CONC. @ 8243' - 9 7/16" 3' - 11 3/8" 2" / 12" T.O. STEEL BEAM @ 8272' - 5 1/2" T.O. CONC. WALL @ 8261' - 0 11/16" 14.0° MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" SPORT COURT SLAB 8243' - 9 3/8" PLATE 8282' - 10 7/8" 1 2 3 4 MASTER BEDROOM 201 ERIC'S CLOSET 205 GARAGE 101 SPORT COURT 001 STORAGE 002 REC ROOM 009 4' - 8"26' - 0"6' - 8" 5' - 6 " T.O. SHEATHING @ 8289' - 4 9/16" 16 ' - 2 1 / 8 " 14 ' - 1 1 9 / 1 6 " 6' - 2 9 / 1 6 " 4 1 / 2 " 2 " / 1 2 " SHADE POCKET 4' - 0" 14.0° 9' - 0 5 / 8 " T.O. PLATE @ 8283' - 0 5/8" 4' - 0" 13 ' - 3 1 / 4 " T.O. STEEL BEAM @ 8287' - 3 1/4" 2" / 1 2 " 3' - 11 3/8" T.O. PLATE @ 8272' - 4 9/16"DROPPED CLG. 10 ' - 4 9 / 1 6 " T.O. CONC. WALL @ 8261' - 1" T.O. CONC. LEDGE @ 8258' - 0" T.O. CONC. WALL @ 8262' - 0" T.O. STEEL BEAM @ 8273' - 7 1/2" MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" SPORT COURT SLAB 8243' - 9 3/8" PLATE 8282' - 10 7/8" 16' AFF 8278' - 0" 1 2 3 4 5 6 7 9 108 4' - 8"26' - 0"6' - 8"17' - 0"8' - 6"17' - 10"4' - 5 1/2"15' - 9 1/2"2' - 3" EMMA'S ROOM 207 ALLIE'S ROOM 215 ALLIE'S CLST. 217 MUDROOM 102 SECONDARY KITCHEN 104 ENTRY CLST. 112 DINING ROOM 113 LIVING ROOM 115 EMMA'S BATH 208 SPORT COURT 001 ELEVATOR MECH. 004 REC ROOM 009 GUEST BATH #1 017 GUEST CLOSET 019 STORAGE 218 STORAGE 000 POWDER 116 8' - 6 " F I N I S H T O F I N I S H 3' - 1 1 / 1 6 " 3' - 9 3 / 8 " 1' - 1 1 3 / 1 6 " 5' - 0 " 3 A5.2 4 A5.2 1 A5.3 2 A5.3 3 A5.3 4 A5.3 T.O. CONC. WALL @ 8260' - 10" T.O. CONC. LEDGE @ 8258' - 6" T.O. STEEL BEAM @ 8260' - 0 3/4" SHADE POCKET T.O. PLATE @ 8283' - 5 3/8" 3' - 11 3/4" 4' - 0" 2 " / 1 2 " 9' - 5 3 / 8 " 13 ' - 2 3 / 4 " T.O. PLATE @ 8287' - 2 3/4" 4 1 / 2 " T.O. PLY @ 8273' - 9 3/4" T.O. PLY @ 8261' - 9 3/4" T.O. CONC. @ 8243' - 9 7/16" T.O. FINISH @ 8245' - 0" ATTIC MECH CHASE T.O. CONC. LEDGE @ 8258' - 0" T.O. CONC. WALL @ 8259' - 0" T.O. CONC. WALL @ 8250' - 0" T.O. CONC. LEDGE @ 8261' - 0" T.O. CONC. @ 8249' - 11 1/4" T.O. CONC. WALL @ 8262' - 6"T.O. CONC. WALL @ 8262' - 6" T.O. CONC. LEDGE @ 8261' - 0" T.O. CONC. @ 8249' - 11 1/4" T.O. PLY @ 8261' - 9 3/4" T.O. PLY @ 8273' - 9 3/4" A7.5 2 Sim T.O. STEEL BEAM @ 8273' - 7 1/2" T.O. STEEL BEAM @ 8273' - 7 1/2"T.O. STEEL BEAM @ 8273' - 10 3/8" 3' - 0"3' - 0" 1 1/2" / 12" 3' - 3 3/8" 22' - 3 1/2" DROPPED CEILING 8' - 6 " F I N I S H T O F I N I S H T.O. PLATE @ 8283' - 10 3/16" T.O. PLATE @ 8286' - 6 1/4" 12 ' - 6 1 / 4 " 9' - 1 0 3 / 1 6 " CRICKET 2" / 1 2" Scale Drawn by Checked by Issue Date REVISION 1/4" = 1'-0" 10 / 1 0 / 2 0 1 3 2 : 0 6 : 1 0 A M A5.1 BUILDING SECTIONS AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/4" = 1'-0"1 Section 1 1/4" = 1'-0"2 Section 2 1/4" = 1'-0"3 Section 3 1/4" = 1'-0"4 Section 4 No.Revision Date Revision Description MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" PLATE 8282' - 10 7/8" 5 6 7 9 108 8' - 6"17' - 10"4' - 5 1/2"15' - 9 1/2"2' - 3" ALLIE'S ROOM 215 ENTRY 111 DINING ROOM 113 LIVING ROOM 115 REC ROOM 009 PASS THROUGH BAR 010 GUEST ROOM #2 012 GUEST ROOM #1 016 LAUNDRY / CHANGING 024 ELEVATOR 025 ELEVATOR 117 ELEVATOR 219 1' - 0 " 3 A5.2 4 A5.2 1 A5.3 2 A5.3 3 A5.3 4 A5.3 1' - 6 " T.O. CONC. WALL @ 8257' - 11 15/16" T.O. CONC. LEDGE @ 8255' - 6" T.O. STEEL BEAM @ 8273' - 7 1/2" T.O. STEEL BEAM @ 8261' - 7 1/2" T.O. SHEATHING @ 8288' - 0" T.O. STEEL BEAM @ 8261' - 1 3/4" 1 1/2" / 12" 3' - 0"22' - 3 1/2"3' - 0" 1' - 0 3/8" 11 1/2" A7.1 4 Sim T.O. STEEL BEAM @ 8273' - 7 1/2"T.O. STEEL BEAM @ 8273' - 7 1/2" T.O. PLY @ 8273' - 9 3/4" T.O. PLY @ 8261' - 9 3/4" T.O. STEEL BEAM @ 8261' - 7 1/2" T.O. PLY @ 8261' - 9 3/4" T.O. CONC. @ 8249' - 11 1/4" T.O. CONC. @ 8249' - 4 3/4" 10 ' - 0 " MECH CHASE T.O. CONC. @ 8248' - 11 1/4" 5 6 7 9 108 ALLIE'S ROOM 215 ALLIE'S BATH 216 DINING ROOM 113 LIVING ROOM 115 PASS THROUGH BAR 010 BATHROOM 011 GUEST ROOM #2 012 GUEST BATHROOM #2 014 GUEST ROOM #1 016 8' - 6"17' - 10"4' - 5 1/2"15' - 9 1/2"2' - 3" 3 A5.2 4 A5.2 1 A5.3 2 A5.3 3 A5.3 4 A5.3 T.O. CONC. WALL @ 8252' - 10 1/2" 3' - 3 3/8" 3' - 0"16' - 3"3' - 0" T.O. STEEL BEAM @ 8273' - 7 1/2"T.O. STEEL BEAM @ 8273' - 7 1/2"T.O. STEEL BEAM @ 8273' - 7 1/2"T.O. PLY @ 8273' - 9 3/4" T.O. PLY @ 8261' - 9 3/4" T.O. CONC. @ 8249' - 11 1/4"T.O. CONC. @ 8249' - 4 3/4" DROPPED CEILING DROPPED CEILING T.O. STEEL BEAM @ 8261' - 7 1/2"T.O. STEEL BEAM @ 8261' - 1 3/4" T.O. STEEL BEAM @ 8261' - 1 3/4" 9' - 9 " F I N I S H T O F I N I S H 8' - 6 " F I N I S H T O F I N I S H 1 1/2" / 12" T.O. PLATE @ 8285' - 9 3/16" 11 ' - 9 3 / 1 6 " T.O. PLATE @ 8283' - 10 3/16" 9' - 1 0 3 / 1 6 " A B D E F GC 4 A5.1 1 A5.2 2 A5.2 LIVING ROOM 115 GUEST ROOM #1 016 GUEST BATH #1 017 W.C. 018 1' - 0"5' - 4"11' - 8"2' - 0"1' - 9"4' - 0" T.O. CONC. WALL @ 8252' - 10 1/2" T.O. FOOTING @ 8246' - 0" T.O. CONC. WALL @ 8261' - 9 3/4" T.O. CONC. LEDGE @ 8261' - 0" T.O. STEEL BEAM @ 8261' - 1 3/4" 7 1 / 4 " T.O. STEEL BEAM @ 8261' - 1 3/4" 1 1/2" / 12" T.O. CONC. @ 8249' - 11 1/4" T.O. PLY @ 8261' - 9 3/4" 4' - 0"24' - 9"4' - 0" T.O. STEEL BEAM @ 8275' - 3 5/16" T.O. PLATE @ 8275' - 0 9/16" T.O. PLATE @ 8278' - 0 5/16" T.O. STEEL BEAM @ 8278' - 4 1/16" 1' - 0 " MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" 16' AFF 8278' - 0" A B D E F GC 4 A5.1 1 A5.2 2 A5.2 ALLIE'S ROOM 215 DINING ROOM 113 BAR 114 GUEST ROOM #2 012 GUEST ROOM #1 016 GUEST CLOSET 019 1' - 0"5' - 4"11' - 8"2' - 0"1' - 9"4' - 0" ATTIC CRICKET T.O. CONC. WALL @ 8252' - 10 1/2" T.O. CONC. LEDGE @ 8252' - 4 1/2" 11 7/8"11 7/8"20' - 0" 5' - 9"4' - 0" 1 1/2" / 12" T.O. STEEL BEAM @ 8273' - 7 1/2" T.O. STEEL BEAM @ 8261' - 4" T.O. CONC. WALL @ 8262' - 0" T.O. CONC. LEDGE @ 8261' - 6" T.O. PLY @ 8273' - 9 3/4" T.O. PLY @ 8261' - 9 3/4" T.O. CONC. @ 8249' - 11 1/4" T.O. STEEL BEAM @ 8261' - 3 3/4" DROPPED CEILING DROPPED CEILING 9' - 9 " F I N I S H T O F I N I S H 8' - 6 " F I N I S H T O F I N I S H T.O. CONC. WALL @ 8253' - 0" T.O. STEEL BEAM @ 8261' - 7 1/2" Scale Drawn by Checked by Issue Date REVISION 1/4" = 1'-0" 10 / 1 0 / 2 0 1 3 2 : 0 6 : 1 9 A M A5.2 BUILDING SECTIONS AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/4" = 1'-0"1 Section 5 1/4" = 1'-0"2 Section 6 1/4" = 1'-0"3 Section 7 1/4" = 1'-0"4 Section 8 No.Revision Date Revision Description MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" PLATE 8282' - 10 7/8" A B D E F GC 4 A5.1 1 A5.2 2 A5.2 1' - 0"5' - 4"11' - 8"2' - 0"1' - 9"4' - 0" ALLIE'S ROOM 215 DINING ROOM 113 GUEST CLST 013 GUEST BATHROOM #2 014 T.O. CONC. LEDGE @ 8254' - 0" T.O. CONC. WALL @ 8262' - 0" T.O. CONC. LEDGE @ 8261' - 6" T.O. CONC. WALL @ 8255' - 0" T.O. STEEL BEAM @ 8272' - 4" T.O. STEEL BEAM @ 8273' - 7 1/2" 4 1 / 2 " 11 7/8"20' - 0"11 7/8" T.O. PLY @ 8273' - 9 3/4" T.O. PLY @ 8261' - 9 3/4" T.O. STEEL BEAM @ 8261' - 3 3/4" T.O. CONC. @ 8249' - 11 1/4" T.O. STEEL BEAM @ 8261' - 4" T.O. PLY @ 8261' - 6 1/4" 3 1 / 2 " T.O. PLY @ 8273' - 5 1/4" MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" A B D E F GC 4 A5.1 1 A5.2 2 A5.2 ALLIE'S CLST. 217 ENTRY CLST. 112 DINING ROOM 113 ELEVATOR 025 ELEVATOR 117 ELEVATOR 219 1' - 0"5' - 4"11' - 8"2' - 0"1' - 9"4' - 0" 11 7/8"11" 2" / 12" 1' - 8 1/8"2' - 0" T.O. STEEL BEAM @ 8273' - 7 1/2" T.O. PLY @ 8273' - 9 3/4" T.O. PLY @ 8261' - 9 3/4" T.O. CONC. @ 8249' - 11 1/4" T.O. PLY @ 8261' - 6 1/4"T.O. CONC. WALL @ 8262' - 6" T.O. CONC. LEDGE @ 8261' - 6" T.O. CONC. @ 8248' - 11 1/4" DROPPED CEILING T.O. CONC. @ 8249' - 9 3/4" T.O. CONC. WALL @ 8249' - 9 3/4" T.O. CONC. LEDGE @ 8249' - 4 3/4" 8' - 6 " F I N I S H T O F I N I S H T.O. STEEL BEAM @ 8261' - 4" 3 1 / 2 " MECH CHASE MECH CHASE 2' - 0"4' - 2 7/8" POWER SHADE POCKET T.O. PLATE @ 8282' - 11 5/8" 1 1/2" / 12"CRICKET T.O. PLATE @ 8274' - 7 3/8" MECH CHASEMECH CHASE 10 ' - 0 " F I N I S H T O F I N I S H DROPPED CEILING MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" 16' AFF 8278' - 0" A B D E F GC 4 A5.1 1 A5.2 2 A5.2 1' - 0"5' - 4"11' - 8"3' - 9"4' - 0" ENTRY 111 DINING ROOM 113 BATHROOM 011 LAUNDRY / CHANGING 024 T.O. CONC. WALL @ 8261' - 9 3/4" T.O. CONC. LEDGE @ 8261' - 0" T.O. FOOTING @ 8249' - 3" POWER SHADE POCKET 1 1/2" / 12" 2' - 0" 2' - 0"14' - 0"1' - 8 3/8" T.O. PLATE @ 8282' - 11 5/8" T.O. PLATE @ 8281' - 3 7/8" 1' - 8 1/8"2' - 0" T.O. STEEL BEAM @ 8273' - 7 1/2" T.O. PLY @ 8273' - 9 3/4" T.O. PLY @ 8261' - 9 3/4" T.O. CONC. @ 8249' - 11 1/4" T.O. PLY @ 8261' - 6 1/4" T.O. CONC. @ 8249' - 9 3/4" T.O. CONC. WALL @ 8249' - 9 3/4" T.O. CONC. LEDGE @ 8249' - 4" T.O. PLATE @ 8274' - 7 3/8" 2 " / 1 2 " 3 1 / 2 " MECH CHASEMECH CHASEMECH CHASE DROPPED CEILING 8' - 6 " F I N I S H T O F I N I S H 3 1 / 2 " 8' - 1 1 5 / 8 " 19 ' - 3 7 / 8 " MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" PLATE 8282' - 10 7/8" 16' AFF 8278' - 0" A B D E F GC 4 A5.11 A5.2 2 A5.2 1' - 0"5' - 4"11' - 8"2' - 0"1' - 9"4' - 0" DINING ROOM 113 ELEVATOR MECH. 004 REC ROOM 009 PASS THROUGH BAR 010 T.O. CONC. WALL @ 8262' - 6 1/16" T.O. CONC. LEDGE @ 8261' - 6" 1 1/2" / 12" 1' - 6" 1' - 6"20' - 3"2' - 6" 3 1 / 2 " T.O. PLATE @ 8285' - 3 11/16" T.O. PLATE @ 8282' - 10 11/16" 8' - 1 0 1 1 / 1 6 " 11 ' - 3 1 1 / 1 6 " T.O. PLY @ 8273' - 9 3/4" T.O. PLY @ 8261' - 6 1/4" T.O. CONC. @ 8249' - 9 3/4" T.O. CONC. WALL @ 8249' - 9 3/4" T.O. CONC. LEDGE @ 8249' - 4 3/4" T.O. CONC. @ 8249' - 9 3/4" T.O. STEEL BEAM @ 8261' - 7 1/2" T.O. PLY @ 8273' - 6 1/4" T.O. CONC. @ 8249' - 11 1/4" MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" AABBCCDDEE ERIC'S OFFICE 210 MICHAEL'S BATH 213 MICHAEL'S CLST. 214 PANTRY 105 SECONDARY KITCHEN 104 KITCHEN 106 REC ROOM 009 MECHANICAL 020 2' - 6"5' - 0"7' - 6 3/16"4' - 9 5/8" 2 A5.4 3 A5.4 1' - 6 " 6' - 8 3 / 4 " 5' - 0 " 12 ' - 1 1 / 2 " 8255' - 11 1/2" T.O. STEEL BEAM @ 8273' - 5 1/2" T.O. STEEL BEAM @ 8261' - 1 3/4" T.O. PLY @ 8261' - 9 3/4" T.O. PLY @ 8273' - 9 3/4" T.O. CONC. @ 8249' - 11 1/4"T.O. CONC. @ 8248' - 10" T.O. CONC. WALL @ 8254' - 6" T.O. STEEL BEAM @ 8261' - 7 1/2" T.O. STEEL BEAM @ 8261' - 7 1/2" T.O. STEEL BEAM @ 8273' - 7 1/2" T.O. STEEL BEAM @ 8273' - 5 1/2" T.O. STEEL BEAM @ 8273' - 4" T.O. CONC. @ 8249' - 0" A7.2 3 Sim Scale Drawn by Checked by Issue Date REVISION 1/4" = 1'-0" 10 / 1 0 / 2 0 1 3 2 : 0 6 : 3 5 A M A5.3 BUILDING SECTIONS AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/4" = 1'-0"1 Section 9 1/4" = 1'-0"2 Section 10 1/4" = 1'-0"3 Section 11 1/4" = 1'-0"4 Section 12 1/4" = 1'-0"5 Section 13 No.Revision Date Revision Description MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" AA BB CC DD EE ERIC'S OFFICE 210 POWDER 211 MUDROOM 102 SECONDARY KITCHEN 104 KITCHEN 106 REC ROOM 009 MECHANICAL 020 2' - 6"5' - 0"7' - 6 3/16"4' - 9 5/8" 2 A5.4 3 A5.4 OPEN AREA 023 4' - 5 1 / 2 " MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" PLATE 8282' - 10 7/8" 3A 5A 7A1A2A4A6A5 A5.3 1 A5.4 3' - 0"2' - 6"17' - 10 3/16"2' - 6"5' - 0"2' - 6" ERIC'S OFFICE 210 FAMILY OFFICE 108 BREAKFAST NOOK 110 EXERCISE BATHROOM 006 STEAM ROOM 008 MECHANICAL 020 A/V CLOSET 021 6' - 8 3 / 4 " T.O. STEEL BEAM @ 8273' - 7 1/2" SHADE POCKET T.O. STEEL BEAM @ 8261' - 7 1/2" 1' - 5 3/8" 2' - 2 3/8"20' - 4 3/16"2' - 3 1/8" 1 1/2" / 12" T.O. PLATE @ 8281' - 8" 7' - 8 " 10 ' - 2 1 / 1 6 " 3 1 / 2 " T.O. STEEL BEAM @ 8284' - 1 13/16" T.O. PLY @ 8273' - 9 3/4" T.O. PLY @ 8261' - 9 3/4" T.O. CONC. @ 8249' - 11 1/4" T.O. CONC. @ 8248' - 10" T.O. STEEL BEAM @ 8273' - 7 1/2" T.O. STEEL BEAM @ 8273' - 4" T.O. STEEL BEAM @ 8261' - 4" T.O. STRUCTURE @ 8255' - 11 1/2" T.O. PLY @ 8261' - 6 1/4" 3 1 / 2 " MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" 16' AFF 8278' - 0" 3A 5A 7A1A2A4A6A5 A5.3 1 A5.4 MICHAEL'S ROOM 212 LAUNDRY ROOM 103 KITCHEN 106 EXERCISE ROOM 005 REC ROOM 009 3' - 0"2' - 6"17' - 10 3/16"2' - 6"5' - 0"2' - 6" T.O. STEEL BEAM @ 8260' - 3 1/2" 1' - 4 " 8' - 1 1 3 / 8 " MECH. CHASE 1' - 0 " 9' - 4 7 / 8 " 10 ' - 6 3 / 8 " T.O. STEEL BEAM @ 8273' - 4"T.O. STEEL BEAM @ 8273' - 7 1/2"7' - 4 1 5 / 1 6 " F I N I S H T O F I N I S H 8" ATTIC T.O. PLATE @ 8281' - 5 5/8" 1' - 8 3/8"30' - 10 3/16"2' - 3 1/8" T.O. PLATE @ 8285' - 2 9/16"1 1/2" / 12" T.O. PLY @ 8273' - 9 3/4" T.O. PLY @ 8261' - 9 3/4" T.O. CONC. @ 8249' - 11 1/4" T.O. PLY @ 8261' - 6 1/4"T.O. STEEL BEAM @ 8261' - 7 1/2" T.O. PLY @ 8273' - 6 3/8" T.O. CONC. @ 8249' - 9 3/4" T.O. CONC. WALL @ 8249' - 9 3/4" T.O. CONC. LEDGE @ 8249' - 4 3/4" Scale Drawn by Checked by Issue Date REVISION 1/4" = 1'-0" 10 / 1 0 / 2 0 1 3 2 : 0 6 : 4 5 A M A5.4 BUILDING SECTIONS AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/4" = 1'-0"1 Section 14 1/4" = 1'-0"2 Section 15 1/4" = 1'-0"3 Section 16 No.Revision Date Revision Description 10% SLOPE RE: STRUCT. RE : S T R U C T . RE: STRUCT. RE: STRUCT. T.O. SLAB RE: FLOOR PLANS STONE VENEER OVER 3D DRAINAGE MATERIAL OVER AIR AND WATER INFILTRATION BARRIER CONT. @ WALL. LAP OVER BITUTHANE FLASHING, STEEL ANGLE, & MIRADRAIN DRAINAGE MEDIUM @ FOUNDATION. DRAINAGE MEDIUM CONT. UNDER B.O. STONE OR PROVIDE WEEP SO THATDRAINAGE MEDIUM CAN DRAIN AT BO WALL. 5" CONC. SLAB ON GRADE WITH INFLOOR RADIANT HEAT 3/4" FINISH FLOOR RE: FLOOR PLANS AND SPEC 4" CONT. RIGID FOAM INSULATION PANEL UNDER SLAB W/2" VERTICAL PIECE OF EDGE AT SLAB W/ BEVEL CUT TOPAS SHOWN BASE BOARD TYPICAL CONCRETE FOUNDATION WALLRE: STRUCTURAL DRAWINGS CONCRETE FOUNDATION FOOTERRE: STRUCTURAL DRAWINGS 4" GRAVEL BED UNDER CONCRETE SLAB PER SOILSENGINEER RECOMMENDATIONS/STRUCT. INSULATION RE: SPEC MIRA DRAIN DRAINAGE MEDIUM OVER R10 2" RIGID FOAM INSULATION PANEL OVER WATERPROOF MEMBRANE RE: SPEC. ALTERNATE INSULATION/ DRAINAGE MEDIUM MAY BE PROPOSED PER SPEC. INTERIOR EXTERIOR 6" M I N . 1/2" EXPANSION JOINT WITH BEVEL CUT TOP OF 2" FOAM @ SLAB EDGE. PROVIDE SEALANT JOINT BTW SLAB AND CONC. WALL TO PREVENT RADON GASINFILTRATION GRID LINE 2 5/8" INSULATION PANEL CONSISTING OF: 2" RIGIDFOAM GLUED TO 5/8" PLYWOOD TOP SHEET R-10 +/-SCREW TO WOOD STUD W 5" SCREWS @ A MIN OF 8" O.C. PER DETAIL 4/A6.9 AND MANUFACTURES RECOMMENDATIONS. RE: RE OUTLINE SPEC 4" DIA. RIGID PERFORATED PIPE SURROUNDED BY FILTERFABRIC AND A MIN. OF 4 INCHES OF DRAIN GRAVEL SLOPED1% MIN. TO DAYLIGHT PER SOILS REPORT. RE SOILSREPORT FOR ADDITIONAL FOUNDATION & PERIMETERDRAIN REQUIREMENTS & SPEC W.P. MEMBRANE CONT. FROM B.O.FOOTING TO T.O. CONC. LAP ICE AND WATER SHIELD OVER B.O. INSULATIONPANEL 6" MIN. AND CONTINUE REMAINDER OF 36" ROLLERUP WALL. 10 MIL VAPOR BARRIER TURNS UP WALL MECH FASTEN ANDSEAL TO WALL. SEAL ALL JOINTS AND PENETRATIONS TYP. SMART MEMBRANE VAPOR BARRIER RE: SPEC MIRA DRAIN DRAINAGE MEDIUM OVER R-15 3 1/8" RIGID FOAM INSULATION PANEL OVER WATERPROOF MEMBRANE RE: SPEC TYPICAL FOUNDATION NOTES: PRESSURE TREATED PLATE SLOPE T.O. PLYWOOD RE: FLOOR PLANS INTERIOREXTERIOR GRID LINE SLOPE GRADE @ 5% MIN. AWAY FROM BUILDING PER SOILS ENGINEER SEE 1/A6.1 FOR TYP. STONE VENEER WALL ASSEMBLY INFORMATION FILL JOIST CAVITY W/ BLOWN-IN INSULATION RE: SPEC ICE AND WATER SHIELD LAPS OVER CONC. FOUNDATION STONE LEDGE ANDDOWN 6" MIN. AND CONTINUEREMAINDER OF 36" ROLL UP WALL. SEE 1/A6.1 FOR TYP. FOUNDATION ASSEMBLY 2 1/2"5 1/2"2" RE: STRUCT. RE: STRUCT. 1' - 0" RE : S T R U C T . FINISHED FLOOR RE: PLANS AND SPEC OVERGYPCRETE W/ IN-FLOOR RADIANT HEAT RE: PLANS AND SPEC. TOTAL ASSEMBLY FOR FINISH & GYPCRETE IS 2 1/4" RIM JOIST RE: STRUCT. WATER &AIR INFILTRATIONBARRIER LAPS OVER MIRADRAINWHICH LAPS OVER ICE ANDWATER SHIELD FLASHING. SEE DETAIL 1/A6.1 FOR TYP.FOUNDATION NOTES 9" 6" MIRADRAIN CONTINUOUS @ T.O. CONC.LEDGE TO ALLOW STONE VENEERDRAINAGE MEDIUM TO DRAIN 1 1/2" 2# CLOSED CELL SPARY FOAMINSULATION BETWEEN 2X FURRING 2X P.T. FURRING HELD 1/2" OFF OF CONC.FOUNDATION WALL GRID LINE 3" CUSTOM 5" ROUND CRCQ GUTTER WITH ROUND CRCQ DOWN SPOUTS RE: ROOF PLANS FOR LOCATIONS COPPER DRIP EDGE FLASHING AEP SPAN STANDING SEAM METAL ROOFING 6X10 RAFTER TAILS ATTACHED TO WOOD RAFTERS @ 48" O.C. RE: RCP AND STRUCT. RE: ELEVATIONS FOR SIDING TYPE. NOTECONDITION MAY HAVE STONE, METAL ORVERTICAL SIDING JOINT SEALANT TYP. T.O. PLATE RE: ELEVS AND SECTIONS 2 X 12 RAFTER @ 24" O.C. W/ CAVITY FILLED W/BLOWN-IN INSULATION RE: STRUCT./SPEC. 2X BLOCKING PER STRUCTURALDRAWINGS 2X6 T&G DOUG-FIR DECKING W/ 1/8" X 1/8" REVEAL BETWEEN BOARDS @ ALL SOFFITS RE:STRUCTURAL OPTIONAL 30 # FELT UNDERLAYMENT FOR TEMPDRY IN. RE: SPEC VYCOR ICE AND WATER SHIELD (USE HIGHTEMPERATURE AT ALL METAL ROOFS) - PROVIDEDOUBLE LAYER (50% OVERLAP) FOR FIRST 4' OFROOF ABOVE EAVERE: SPEC 6 1/8" RIGID INSULATION PANEL WITH 5/8" PLYWOOD SHEATHINGGLUED TO 5 1/2" CONTINUOUS RIGID FOAM INSULATION PANEL R-25 +/- ATTACH TO ROOF W/ MIN. 9" SCREWS IN PATTERN PERPANEL MANUF. *NOTE - (2) LAYERS OF RIGID INSULATION W/ STAGGERED JOINTS MAY BE USED AS SUBSTITUTION RE: SPEC ROOFS TO BE PROTECTED THROUGHOUTWITH ENGINEERED SNOW PADS PER MANF.RECOMMENDATIONS PER ROOF PITCH ANDSNOW LOADS RE: SPEC RE: ROOF PLAN 2 5/8 " INSULATION PANEL CONSISTING OF: 2" RIGIDFOAM GLUED TO 5/8" PLYWOOD TOP SHEET R-12.9 +/-.SCREW TO WALL W/ MIN. 5" LONG SCREWS IN PATTERNPER DETAIL 9/A6.5. PROVIDE SEALANT @ JOINTSBETWEEN PANELS AND BETWEEN PANELS AND ROOFSHEATHING 3D DRAINAGE MEDIUM CONT. BEHIND SIDING TO AIR VENTMATERIAL AT TOP OF WOOD SIDING CONT. BUG SCREEN STAPLED TO SOFFIT WRAPPED OVER AIR VENT MATERIAL TO CREATE MIN 1/2" VENT AT TOP OFTHE WALL. SLOPE PER ROOF PLAN 5/8" PLYWOOD SHEATHING GRID LINE 6X10 RAFTER TAIL ATTACHED TO I-JOIST RAFTERS @ 48" O.C.RE: STRUCTURAL DRAWINGS DRIP FLASHING OVER 2X10 FASCIA TYPICAL METAL ROOF ASSEMBLYRE: 3/A6.1 FILL CAVITY W/ BLOWN-IN INSULATION RE: SPEC 6X10 WOOD RAFTER LAG BOLTED TOEXTERIOR WALL - LAG BOLTS TO BECOUNTER SUNK 2X4 BLOCKING PLYWOOD BLOCKING TYPICAL STONE VENEER ASSEMBLYRE: 1/A6.1 (3) 2X8 BLOCKING BUILD UP RE: ROOF PLAN WORKING POINT CANTILEVERED 2X6 T&G DECKING RE: ROOF PLANVARIES PER OVERHANG CONT. BUG SCREEN STAPLED TORAFTER WRAPPED OVER AIR VENTMATERIAL TO CREATE MIN 1/2" VENT ATTOP OF THE WALL DRAINAGE BOARD SLOPES AT 1/8"PER 1'-0" OVER W.P. MEMBRANEOVER 3/4" PLYWOOD OVER RIPPED 2XSLEEPERS 4" STONE ASSEMBLY- APPROX 1 1/2" OF STONE OVER 1" OF GROUT OVER 1 1/2" CONC. SLAB OVER DRAINAGE BOARD OVER W.P MEMBRANE 5" L X 3 1/2" W X 3/4" T STEEL PLATE PAINTED TOMATCH WINDOW COLOR LAG BOLTED THROUGHTO RIM JOIST T.O. PLYWOOD RE: PLANS INTERIOR FINISHED FLOOR RE: PLANSAND OWNERS SPEC 3/4" PLYWOOD RE: STRUCT. 14" WOOD I-JOISTS BEYOND RE: STRUCT. BLOWN-IN INSULATION RE: SPEC RIM JOIST RE: STRUCT. W.P. MEMBRANE CONT. MIN. 1'-6" UPWALLS AND CONT. UNDER DOOR SILL FLASHING CONT. UNDER DOOR SILL LIFT AND SLIDE DOOR RE: WINDOW SCHED. GRID LINE INTERIOR WALL FINISH RE: ELEVATION & SPEC 5/8" GWB 1' - 2 " 9 1 / 4 " EXTERIOR SLOPE @ 1/8" : 1'-0" STEEL I-BEAM RE: STRUCT. 4X4 TUBE STEEL COLUMN WELDED TOSTEEL BEAM RE: STRUCT. 7 1/2" L X 7 1/2" W X 1/2" T STEELPLATE WELDS TO COLUMN ABOVEAND KNIFE PLATE BELOW KNIFE PLATE W/ THROUGH BOLTS RE: STRUCT. 8X8 WD. COLUMN RE:ELEVATIONS FOR SLOPED @LOCATIONS RE: STRUCT. RE:PLAN DECK JOIST / BLOCKINGLAG-BOLTED INTO STEELPLATE FROM BELOW RE:STRUCT. 1X6 T&G DECKING MEETS W/ 1/8" X 1/8" REVEAL JOINT 1 1/2" GYP W/ RADIANT HEATTUBING RE: SPEC 2 LAYERS OF P.T BLOCKING CUSTOM METAL GUTTER PER DIMS SHOWN 4" DECKING 56' - 2" NOTCH B.O. OF DECK JOIST TO SIT OVERT.O. WALL 3/8" THICK L-SHAPED STANCHION W/ TAPERED EDGE W/DIMENSIONS AS SHOWN IN SECTION DETAIL EACHSTANCHION WELDED TO STEEL PLATE BELOW AND LAG-BOLTED INTO 6X12 RIM JOIST 1/2" THICK GLASS PANEL- USE STRUCTURAL SILICON TO ATTACH TO METAL FRAME 3 1/2" W X 3 1/2" H X 3/8" T STEEL WELDED TOTOP STANCHIONS WITH TOP AT 30 DEGREEANGLE AND BOTTOM NOTCHED OUT WITH A1/2" X 1 3/4" SLOT TO ACCEPT STANCHION CONT. 3" W X 1/2" THICK STEEL PLATE AT 30 DEGREES ANGLE CENTERED AND WELDED TO PLATE BELOW 1 1/2" W X 1/2" T STEEL TOP STRAP SET IN 1/8"FROM EDGE OF STANCHION 1 1/2" W X 1/2" T STEEL BOTTOM STRAP SET IN1/8" FROM EDGE OF STANCHION TYP. 4' - 0 " 1/2" 3 1/2" 30.0° 1' - 4 7 / 1 6 " 1/ 2 " 2' - 4 1 / 8 " 1/ 2 " 5/ 8 " 3 1 / 2 " 3 5 / 1 6 " 3/8" 1 3 / 4 " 1 3/4" NOTE: ALL STEEL @ RAILINGS ARE TO BE PAINTEDPER ARCHITECTURAL FINISH SCHEDULE 3' - 1 " 1/8" 1X SPACER 11 7/8" I-JOISTS RE:STRUCT. 2X12 CEDAR TRIM BOARD I-JOIST RIM BOARD / BLOCKING RE:STRUCT. 2X PRESSURE TREAT BLOCKING FOR GUTTERATTACHMENT 7 1/2" 3" GRILL PROVIDE DRAINAGE MEDIUM AND WEEP@ EDGE OF STEEL BEAM DRAINAGE BOARD SLOPES AT 1/8" PER 1'-0" OVER W.P. MEMBRANEOVER 3/4" PLYWOOD OVER RIPPED 2XSLEEPERS 4" STONE ASSEMBLY- APPROX 1 1/2" OFSTONE OVER 1" OF GROUT OVER 1 1/2"CONC. SLAB OVER DRAINAGE BOARD OVERW.P MEMBRANE EXTERIOR SLOPE @ 1/8" : 1'-0" STEEL I-BEAM RE: STRUCT. 4X4 TUBE STEEL COLUMN WELDED TOSTEEL BEAM RE: STRUCT. 7 1/2" L X 7 1/2" W X 1/2" T STEELPLATE WELDS TO COLUMN ABOVEAND KNIFE PLATE BELOW KNIFE PLATE W/ THROUGH BOLTS RE:STRUCT. 8X8 WD. COLUMN RE: ELEVATIONS FOR SLOPED @ LOCATIONS RE: STRUCT. DECK JOIST / BLOCKING LAG-BOLTED INTO STEEL PLATE FROM BELOW RE: STRUCT. 1X6 T&G DECKING MEETS W/ 1/8" X 1/8"REVEAL JOINT CUSTOM METAL GUTTER PER DIMS SHOWN 4" 1/2" THICK GLASS PANEL 3' - 1 " 1X SPACER 11 7/8" I-JOISTS RE:STRUCT. 2X12 CEDAR TRIM BOARD I-JOIST RIM BOARD / BLOCKING RE:STRUCT. 2X PRESSURE TREAT BLOCKING FOR GUTTERATTACHMENT 7 1/2" 3" GRILL PROVIDE DRAINAGE MEDIUM AND WEEP @ EDGE OF STEEL BEAM LIVERS BRONZE CO. BUTTON RAIL Scale Drawn by Checked by Issue Date REVISION 1 1/2" = 1'-0" 10 / 1 0 / 2 0 1 3 2 : 0 6 : 4 9 A M A6.1 DETAILS AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1 1/2" = 1'-0"1 TYPICAL FOUNDATION DETAIL 1 1/2" = 1'-0"2 FOUNDATION DETAIL @ JOIST BEARING ON FOUNDATION WALL 1 1/2" = 1'-0"3 TYPICAL ROOF EAVE DETAIL 1 1/2" = 1'-0"4 ROOF RAKE DETAIL 1 1/2" = 1'-0"5 W.P. STONE DECK AND RAILING DETAIL 1 1/2" = 1'-0"6 W.P. STONE DECK AND GLASS PANEL RAILING DETAIL No.Revision Date Revision Description GENERAL NOTES: 1.) INSTALL GAS LOG SET AND BURNER PER MANUFACTURERS SPECIFICATION. CONTRACTOR TO HAVE A COPY OF THE SPECIFICATIONS AND INSTALLATION REQUIREMENTS ON SITE SO INSPECTOR CAN VERIFY PROPER INSTALLATION. 2.) INSTALL EXCEL MODEL RIS CHIMNEY PER MANUFACTURERS SPECIFICATION. CONTRACTOR TO HAVE A COPY OF THE SPECIFICATIONS AND INSTALLATION REQUIREMENTS ON SITE SO INSPECTOR CAN VERIFY PROPER INSTALLATION. A7.1 2 LIVING ROOM 115 3 A7.1 4 A7.1 8' - 0 " 5 1/2"3' - 0"5 1/2" 9' - 0 " 20 1/4" CUSTOM PATINA STEEL HEARTH OVER CONC. SLAB ON STEEL CONSTRUCTION. SETHEARTH 1/4" ABOVE FIREPLACE FINISHED FIREBRICK 2" SLAB FINISH MATERIAL 8' CUSTOM MASON-LITE MASONRY FIREPLACE OVER CMU BLOCK BUILD-UPOVER CONC AND STEEL CONSTRUCTION. PROVIDE FLU SENTINEL 1" FIREBRICK LINE OF CHIMNEYABOVE, INSTALL PER MANUF. SPECIFICATION A7.3 5 WRAP F.P. FLUE SURROUND IN 5/8""TYPE X" GWB MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" PLATE 8282' - 10 7/8" 16' AFF 8278' - 0" A B C 8' - 0" 9' - 0" CUSTOM MASONLITE FIREBOX CUSTOM PATINA STEEL HEARTH 3' - 0 " 1' - 6 " 4 A7.1 2" SLAB FINISH MATERIAL 144" 12" 3" STONE SLAB CHIMNEY CAP PAINTED TO MATCH WINDOWCOLOR 4X4 TUBE STEEL POST CANTED AT 1:12 WELDED TO 1/2"X6"X8" STEELPLATE AT TOP AND BOTTOM SET IN BED OF SEALANT OVER FLASHING. FASTENEDWITH EXPANSION BOLTS INTO STONE ABOVE & BELOW. CHIMNEY, INSTALLED PER MANUF. SPECIFICATION 3" STONE SLAB CHIMNEY CAP CRICKET; RE: ROOF PLAN T.O. STONE @ 8284' - 3" T.O. STONE @ 8280' - 6" PROVIDE WOODBUILD UP @ ALL SIDES TO SUPPORT STONE VENEER STONE VENEER, TYP. 3' - 4 3/8"1' - 2 5/8" 11' - 0" 9' - 7 1/2" 144" 12" 1' - 0" LINE OF 2X6 FRAMING ST E E L F R A M I N G U P T O 6 ' - 9 1 / 4 " A F F STEEL FRAMING 3 5/8"9' - 5"8 1/2" STEEL ANGLE TOSUPPORT SLAB ABOVE; BOLTS TO FRAMING ON EITHER SIDE OF FIREBOXRE: STRUCT 2" T.O. PLY @ 8262' - 0" 3' - 4 3/8"5 1/2"10' - 4 1/8"5 1/2" 3' - 4 3/8"5 1/2"8' - 9 7/8"5 1/2" MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" PLATE 8282' - 10 7/8" 16' AFF 8278' - 0" 4 A7.1 1' - 2 " 11' - 3" 2" SLAB FINISH MATERIAL 14" CMU BUILD UP SEE: MASON-LITE MANUF.SPECIFICATION 1" FIREBRICK 8' CUSTOM MASON-LITE MASONRY FIREPLACE OVERCMU BLOCK BUILD-UP OVER CONC AND STEEL CONSTRUCTION . PROVIDE FLUSENTINEL 8" CONC. SLAB OVER STEEL DECKING RE: STRUCT 14" I.D. ICC RIS FLUE, INSTALLPER MANUFACTURER'S SPECIFICATION PROVIDE WOOD BUILD UPTO SUPPORT STONE VENEER RE: STRUCTURAL FOR ATTACHMENT STEEL BEAM RE: STRUCTURE STONE VENEER, TYP. ALLOW 2" OF CLEARANCE 8' - 0"3' - 0 " 4 3 / 4 " 144" 12" A7.3 4 A7.3 4 A7.3 1 2" CLR WRAP F.P. FLUE SURROUND IN 5/8" "TYPE X" GWB STEEL BEAM,RE: STRUCT. MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" PLATE 8282' - 10 7/8" 16' AFF 8278' - 0" 9 10 3 A7.1 2" SLAB FINISH MATERIAL 4 3 / 4 " 1' - 2 " 1' - 6 " 14" CMU BUILD UP SEE: MASON-LITE MANUF.SPECIFICATION 2" USE METAL STUDS UPTO 2" PAST FIREBOX, PER MANUFACTURER SMOKE CHAMBER 1" FIREBRICK 8' CUSTOM MASON-LITE MASONRY FIREPLACE OVER CMU BLOCK BUILD-UP OVER CONC AND STEEL CONSTRUCTION . PROVIDE FLU SENTINEL 8" CONC. SLAB OVER STEEL DECKING; RE: STRUCT 20 1/4" CUSTOM PATINIASTEEL HEARTH OVER CONC. SLAB ON STEEL CONSTRUCTION. SETHEARTH 1/4" ABOVE FIREPLACE FINISHED FIREBRICK 1' - 8 1 / 4 " 14" I.D. ICC RIS FLUE, INSTALLPER MANUFACTURER'S SPECIFICATION WOOD HEADER RE: STRUCTURE 3' - 0" PROVIDE WOOD BUILD UPTO SUPPORT STONE VENEER RE: STRUCTURAL FOR ATTACHMENT STEEL BEAMRE: STRUCTURE STONE VENEER, TYP. 2X6 FRAMED WALL ABOVE FIREPLACE OPENING RE: FIREPLACE SPEC T.O. STEEL BEAM @ 8261' - 1 3/4" ALLOW 2" OF CLEARANCE B. O . H E A D E R @ 6 ' - 9 1 / 4 " A F F T.O. CONC. @ 8261' - 9 3/4" 3/8" PATINA STEEL PLATE ATTACHED TOTUBE STEEL FRAMING; ATTACH BOTTOM OF FRAME TO SLAB BELOWWITH EXPANSION BOLTS 1' - 8 5/8" STEEL ANGLE TO SUPPORT SLAB ABOVE RE: STRUCT 1/ 4 " A7.3 2 SIM SIM A7.3 4 A7.3 4 WRAP F.P. FLUE SURROUND IN5/8" "TYPE X" GWB 4' - 1 0 7 / 1 6 " WRAP STEEL BEAM IN 5/8" "TYPE X" GWB STEEL BEAM RE: STRUCT. 7 A7.1 3 1 / 2 " 2' - 0 5 / 8 " 3 1 / 2 " 1' - 1 1/4" 3 1/2" 1' - 1 7/8"3' - 11 1/4"9 1/8"3 1/2" MASTER BEDROOM 201 W.C. 204 MASTER BATHROOM 202 5 3 / 4 " STONE SURROUND TOWN AND COUNTRY 42"DIRECT VENT, INSTALL PER MANUF SPECIFICATION WRAP F.P. FLUE SURROUNDIN 5/8" "TYPE X" GWB 8 A7.1 A7.1 9 STEEL FRAMING, SEEFIREPLACE MANUF SPECIFICATION UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" 8 A7.1 TERMINATION CAP: MAINTAIN CLEARANCESPRESCRIBED BY CODE CHASE TOP COLLARSTORM COLLAR SET IN SEALANT OVER FLASHING PROVIDE ELECTRONIC FLUEDAMPER AT INTERIOR FIREPLACE CHIMNEY; PER MANUF SPECIFICATION TOWN AND COUNTRY 42" DIRECT VENT, INSTALL PER MANUFSPECIFICATION 5" I.D. ICC RIS FLUE, INSTALL PER MANUF SPECIFICATION STEEL FRAMING, SEEMANUF SPECIFICATION UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" H 7A7.1 TERMINATION CAP:MAINTAIN CLEARANCES PRESCRIBED BY CODE CHASE TOP COLLAR STORM COLLAR SET IN SEALANT OVER FLASHING PROVIDE ELECTRONIC FLUEDAMPER AT INTERIOR FIREPLACE CHIMNEY; PER MANUF SPECIFICATION TOWN AND COUNTRY 42" DIRECT VENT, INSTALL PER MANUFSPECIFICATION 5" I.D. ICC RIS FLUE,INSTALL PER MANUF SPECIFICATION STEEL FRAMING, SEE MANUF SPECIFICATION B. O . H E A D E R @ 5 ' - 6 " A F F STEEL ANGLE TO SUPPORT SLAB ABOVE,RE: STRUCT. ALLOW 2" OF CLEARANCE 8 A7.1 1' - 0 " WOOD PANELING 5 3 / 1 6 " TERMINATION CAP: MAINTAIN CLEARANCES PRESCRIBED BY CODE TOWN AND COUNTRY42" DIRECT VENT, INSTALL PER MANUF SPECIFICATION 5" I.D. ICC RIS FLUE, INSTALL PER MANUF SPECIFICATION STEEL FRAMING, SEE MANUFSPECIFICATION 2' - 11 1/4"3 1/2"1' - 1 7/8"3' - 11 1/4"9 1/8"3 1/2" 1' - 0 " 4' - 6 " LINE OF FRAMING 2" SLAB FINISH MATERIAL STEEL ANGLE TO SUPPORT SLAB ABOVE, BOLTS TO FRAMING ON EITHER SIDE OF FIREBOX; RE: STRUCT. Scale Drawn by Checked by Issue Date REVISION As indicated 10 / 1 0 / 2 0 1 3 2 : 0 6 : 5 7 A M A7.1 FIREPLACE SHEET AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/2" = 1'-0"1 LIVING ROOM FIREPLACE MAIN LEVEL FLOOR PLAN 1/2" = 1'-0"2 LIVING ROOM FIREPLACE ELEVATION 1/2" = 1'-0"3 LIVING ROOM FIREPLACE NORTH SOUTH SECTION 5 LIVING ROOM FIREPLACE PERSPECTIVE 1/2" = 1'-0"4 LIVING ROOM FIREPLACE EAST WEST SECTION 1/2" = 1'-0"6 MASTER BEDROOM FIREPLACE FLOOR PLAN 1/2" = 1'-0"7 MASTER BEDROOM FIREPLACE NORTH SOUTH SECTION 1/2" = 1'-0"8 MASTER BEDROOM FIREPLACE EAST WEST SECTION 1/2" = 1'-0"9 MASTER BEDROOM FIREPLACE ELEVATION10 MASTER BEDROOM FIREPLACE PERSPECTIVE No.Revision Date Revision Description UP UP A7.2 2 ERIC'S OFFICE 210 DUAL SIDED INTERIOR / EXTERIOR FIREPLACEON LEVEL BELOW MECH. CHASE 60" TV ON MANUAL 90DEG SWING ARM ABOVE FIREPLACE Q Q Q 3 A7.2 6 5 /8 " 1 0 7 / 8 " 5 1 /2 " 5' - 9 7 /8 " 3 1 /2 " 1' - 7 3 /1 6 " 7 1 /4 " FIREPLACEXTRODDINAIRE XTREME 6020 BOULDER HEARTH 1' - 3 3 /1 6 " 6 ' - 0 " A7.3 6 STEEL FRAMING RE: MANUF SPECIFICATION 6" MECHANICAL PVC VENTRE: MECH. 6 " 10 A7.2 3 /8 " 3 /8 " F R A MIN G P E R M A N U F S P E C I F I C A T IO N 5 ' - 8 1 /2 " MINIMUM CLEARANCE PER MANUF SPECIFICATION 10 A7.9 3A2A 4A 3 A7.2 A7.3 7 6' - 5 1 / 2 " STEEL FRAMING, INSTALL PER FIREPLACE MANUF.SPECIFICATION 2" SLAB FINISH MATERIAL FIREPLACE XTRODDINAIRE XTREME 6020 6" DEEP BOULDER HEARTH T.O. STONE @ 8288' - 6" T.O. STONE @ 8292' - 3" 3" STONE SLAB CHIMNEY CAP PAINTED TO MATCH WINDOWCOLOR 4X4 TUBE STEEL POST WELDED TO 1/2"X6"X8" STEEL PLATE AT TOP AND BOTTOMSET IN BED OF SEALANT OVER FLASHING. FASTENED WITH EXPANSION BOLTS INTOSTONE ABOVE & BELOW. CHIMNEY, INSTALLED PER MANUF. SPECIFICATION 3" STONE SLAB CHIMNEY CAP PROVIDE WOODBUILDING UP @ ALL SIDES TO SUPPORT STONE VENEER STONE VENEER, TYP. A7.3 4 A7.3 4 6" MECHANICAL PVC VENTROUTED THRU 2X8 WALL AND DRILLED THRU CHIMNEY CAP RE: MECH. 6' - 0" 3 1/2"5' - 9 7/16"5 1/2"4' - 4 3/8" STEEL ANGLE TO SUPPOR SLAB ABOVE; BOLTS TO FRAMING ON EITHER SIDEOF FIREBOX RE: STRUCT. LINE OF FRAMING CRICKET; RE: ROOF PLAN MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" PLATE 8282' - 10 7/8" 16' AFF 8278' - 0" AA BB 1' - 1 3 / 4 " WOOD PANELING 13 3/4" CMU BUILD UP SEE: MASON-LITE MANUF.SPECIFICATON USE METAL STUDS UP TO 2" PAST FIREBOX, PER MANUFACTURER SMOKE CHAMBER 1" FIREBRICK 6' CUSTOM MASON-LITE MASONRY FIREPLACE OVERCMU BLOCK BUILD-UP OVER CONC AND STEEL CONSTRUCTION . PROVIDE FLUSENTINEL 8" CONC. SLAB OVER STEEL DECKING; RE: STRUCT SOLID BOULDER HEARTH SET OVERCONC. SLAB ON STEEL CONSTRUCTION. SET HEARTH APPROX. 1/4"-1/2" ABOVE FIREPLACE FINISHED FIREBRICK 14" I.D. ICC RIS FLUE, INSTALL PER MANUFACTURER'S SPECIFICATION WOOD HEADER RE: STRUCTURE PROVIDE WOOD BUILD UPTO SUPPORT STONE VENEER RE: STRUCTURAL FOR ATTACHMENT STEEL BEAM RE: STRUCTURE STONE VENEER, TYP. 2X6 FRAMED WALL ABOVE FIREPLACE OPENING RE:FIREPLACE SPEC ALLOW MIN. 2" OF CLEARANCE STEEL ANGLE TO SUPPORT SLAB ABOVE RE: STRUCT COLORADO BUFFSTONE MANTEL 3/4" THICK STEEL MANTEL 3/8" THICK STEEL FIN EXTERIOR INTERIOR INTERIOR EXTERIOR A7.3 4 SIM WOOD HEADER RE: STRUCTURE B. O . H E A D E R @ 6 ' - 5 1 / 2 " A F F METAL STUDS, INSTALLPER MANUF SPECIFICTAION INSTALL FIRESTOP ATFRAMING PENTRATION PER MANUF SPECIFICATION 3" MIN. CLEARANCEBEFORE FIRESTOP 1" MIN. CLEARANCE AFTER FIRESTOP 10" I.D. ICC RIS FLUE, INSTALL PER MANUFACTURER'S SPECIFICATION 2" SLAB FINISH MATERIAL 1' HIGH X 6" DEEP SOLID BOULDER HEARTH 1' - 0 " 6" B. O . H E A D E R @ 5 ' - 9 1 / 4 " A F F FIREPLACE XTRODDINAIRE XTREME 6020 STEEL ANGLE TO SUPPORT SLAB ABOVE, RE: STRUCT STEEL ANGLE TO SUPPORTBOULDER HEARTH RE: STRUCT. 10 A7.2 B. O . H E A D E R @ 8 ' - 2 1 / 2 " A F F A7.2 6 HEARTH ROOM 109 MECH. CHASE RECESS TV ABOVE FIREPLACE METAL PANEL SLIDES ON TRACK TO COVER AND SECURE TV Q Q C L G F A N 6' - 0 " BOULDER HEARTH CUSTOM MASON LITE FIREPLACE A7.2 7 3 A7.2 5 1 /2 " 7 ' - 6 3 /8 " 3 1 /2 "3' - 8 " 3 1 / 2 " 6 3 / 4 " 5 1 / 2 " 1' - 9 5 / 8 " 5 1 / 2 " 3 ' - 6 7 / 8 " 14" I.D. ICC RIS FLUES, INSTALL PER MANUF. SPECIFICATION 6" MECHANICAL PVC VENTRE: MECH. 10 A7.2 10 A7.9 3A 5A4A BOULDER HEARTH 6' - 0" 3/ 4 " 2' - 0 " 1' - 6 " CUSTOM MASON LITE FIREPLACE 3/4" THICK STEEL MANTEL WOOD PANELING 3/8" THICK STEEL FIN WOOD SHELVING 3 A7.2 5' - 9 1 / 4 " STEEL FRAMING 3 1/2"7' - 6 3/8"5 1/2"4' - 4 3/8" LINE OF FRAMING STONE VENEER, TYP. BOULDER HEARTH 4" 8" 2' - 0 " 1' - 6 " CUSTOM MASON LITE EXT. FIREPLACE COLORADO BUFF MANTEL TRACK FOR SLIDING COVER METAL COVER PANEL W/PATINA SLIDES OVER TV STEEL FRAMING 5' - 9 1 / 4 " 3 1/2"7' - 7 5/8"5 1/2" LINE OF FRAMING 6' - 0" GENERAL NOTES: 1.) INSTALL GAS LOG SET AND BURNER PER MANUFACTURERS SPECIFICATION. CONTRACTOR TO HAVE A COPY OF THE SPECIFICATIONS AND INSTALLATION REQUIREMENTS ON SITE SO INSPECTOR CAN VERIFY PROPER INSTALLATION. 2.) INSTALL EXCEL MODEL RIS CHIMNEY PER MANUFACTURERS SPECIFICATION. CONTRACTOR TO HAVE A COPY OF THE SPECIFICATIONS AND INSTALLATION REQUIREMENTS ON SITE SO INSPECTOR CAN VERIFY PROPER INSTALLATION. MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" PLATE 8282' - 10 7/8" 16' AFF 8278' - 0" 3 A7.2 STONE VENEER, TYP. 13 3/4" CMU BUILD UP SEE: MASON-LITE MANUF. SPECIFICATION 1" FIREBRICK 6' CUSTOM MASON-LITEBACK TO BACK MASONRY FIREPLACE OVER CMU BLOCK BUILD-UP OVERCONC AND STEEL CONSTRUCTION . PROVIDE FLU SENTINEL 8" CONC. SLAB OVERSTEEL DECKING RE: STRUCT 14" I.D. ICC RIS FLUE, INSTALL PER MANUFACTURER'SSPECIFICATION PROVIDE WOOD BUILD UPTO SUPPORT STONE VENEER RE: STRUCTURAL FORATTACHMENT STEEL BEAM RE: STRUCTURE STONE VENEER, TYP. WRAP F.P. FLUE SURROUND IN5/8" "TYPE X" GWB WOOD PANELING ALLOW MIN. 2" OF CLEARANCE INSTALL FIRESTOP AT FRAMING PENTRATION PERMANUF SPECIFICATION 3" MIN. CLEARANCEBEFORE FIRESTOP; RE: MANUF. SPECIFICATION 1" MIN. CLEARANCE AFTER FIRESTOP; RE: MANUF.SPECIFICATION 10" I.D. ICC RIS FLUE, INSTALL PERMANUF SPECIFICATON FIREPLACE XTRODDINAIRE XTREME 6020 2" CLR 2" CLR A7.3 4 SIM A7.3 4 SIM A7.3 7 T.O. PLY @ 8273' - 9 3/4" T.O. CONC. @ 8261' - 9 3/4" WOOD HEADER; RE: STRUCT WRAP F.P. FLUE SURROUND IN5/8" "TYPE X" GWB 3" STONE SLAB CHIMNEY CAP PAINTED TO MATCH WINDOW COLOR 4X4 TUBE STEELPOST WELDED TO 1/2"X6"X8" STEEL PLATE AT TOP AND BOTTOM SET IN BED OFSEALANT OVER FLASHING. FASTENED WITH EXPANSION BOLTS INTO STONE ABOVE &BELOW. CHIMNEY, INSTALLED PER MANUF. SPECIFICATION 3" STONE SLAB CHIMNEY CAP 6" MECHANICAL PVC VENT ROUTED THRU 2X8 WALL AND DRILLED THRU CHIMNEY CAPRE: MECH. CRICKET; RE:ROOF PLAN T.O. STONE @ 8288' - 6" T.O. STONE @ 8292' - 3" B. O . H E A D E R @ 3 ' - 6 " A F F Scale Drawn by Checked by Issue Date REVISION As indicated 10 / 1 0 / 2 0 1 3 2 : 0 7 : 1 5 A M A7.2 FIREPLACE SHEET AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/2" = 1'-0"1 ERIC'S OFFICE FIRE PLACE FLOOR PLAN 1/2" = 1'-0"2 ERIC'S OFFICE FIREPLACE ELEVATION 1/2" = 1'-0"3 HEARTH ROOM/ERIC'S OFFICE NORTH SOUTH FIREPLACE SECTION 4 ERIC'S FIREPLACE PERSPECTIVE 1/2" = 1'-0"5 HEARTH ROOM FIREPLACE FLOOR PLAN 1/2" = 1'-0"6 HEARTH ROOM FIREPLACE INTERIOR ELEVATION 1/2" = 1'-0"7 HEARTH ROOM FIREPLACE EXTERIOR ELEVATION 8 HEARTH ROOM FIREPLACE PERSPECTIVE9 HEARTH ROOM EXTERIOR FIREPLACE PERSPECTIVE 1/2" = 1'-0"10 HEARTH ROOM/ERIC'S OFFICE EAST WEST FIREPLACE SECTION No.Revision Date Revision Description 3" STONE CHIMNEY CAP PAINTED BLUE/BLACK 4X4 TUBE STEELPOST CANTED AT 1:12 WELDED TO 1/2" X 6" X 6" STEEL PLATE AT TOP AND BOTTOM SET IN A BED OF SEALANT OVERFLASHING, FASTENED WITH EXPANSION BOLTS INTO STONE ABOVE AND BELOW TERMINATION CAP: MAINTAIN CLEARANCES PRESCRIBED BYCODE ABOVE ADJACENT CHIMNEY FLUES STEEL ANGLE RE: STRUCT LAP W.P. MEMBRANEOVER FLASHING 8" MIN. TYP. STONE WALL ASSEMBLY. CHASE TOP COLLAR STORM COLLAR SET IN SEALANT OVER FLASHING PROVIDE ELECTRONIC FLUE DAMPER AT INTERIOR FIREPLACECHIMNEY; PER MANUF SPECIFICATION 2"2" FILL 2X10 CAVITYWITH INSULATION TYPE X 5/8" DRYWALL CONT. TO B.O. STONE 2X10 JOISTS W/ TOPS CUT TO SLOPE PLY WOOD ABOVE @ 1/8"PER 1'-0" MAINTAIN 2" CLEARANCE TO COMBUSTIBLES 11' - 0" 3" 3' - 6 " 3" 2"2" LAP CONT. W.P. MEMBRANE OVER T.OWALL & PLYWOOD CONT. FLASHING PAN UNDER STONE CONTINUESUP WALLS 8" MIN. W/ STORM COLLAR THAT TURNS UP @ FLUE 5" MIN 3" STONE CHIMNEY CAPSET IN BED OF MORTAR OVER FLASHING CAP 2" OVERHANG 1 12 1 12 9' - 0 " 1' - 8 5/8" 3/8" STEEL PATINA PLATE HSS3X3X1/4 TUBE STEELFRAMING 2' - 3 " 2' - 3 " 2' - 3 " 2' - 3 " 2 A7.3 3/8" STEEL PATINA PLATE HSS3X3X1/4 TUBE STEEL FRAMING 1' - 8 1 / 4 " 1/ 4 " 14" CMU BUILD UP SEE: MASON-LITE MANUF.SPECIFICATION 6" CONC. SLAB OVER STEEL DECKING; RE:STRUCT 20 1/4" CUSTOM PATINIA STEEL HEARTH OVER CONC. SLAB ON STEEL CONSTRUCTION. SET HEARTH 1/4"ABOVE FIREPLACE FINISHED FIREBRICK 3/8" PATINA STEEL PLATE ATTACHED TO TUBE STEEL FRAMING;ATTACH BOTTOM OF FRAME TO SLAB BELOW WITH EXPANSION BOLTS ATTACH BOTTOM OF FRAM TO SLAB BELOW WITHEXPANSION BOLTS 1' - 8 5/8" 1' - 6 " A F F FLASHING EXTENDS OVER ROOFING 6" MIN. AND OVER2X BUILD UP AND UP WALL UNDER BUILDING 6" MIN. ROOF SHEATHING RE: STRUCT. RAFTERS RE: STRUCT. BLKG. RE: STRUCT. FILL CAVITY W/BLOWN-IN INSULATION RE: SPEC ROOFING RE: SPEC VYCOR ICE AND WATER SHIELD - EXTENDS UP WALL 3' MIN. RE: SPEC 6 1/8" INSULATION PANEL WITH 5/8" PLYWOOD SHEATHINGGLUED TO 5 1/2" CONTINUOUS RIGID FOAM INSULATION PANEL RE: SPEC SL O P E RE: R OOF PLAN / SECTIO NS GRID LINE FILL CAVITY W/ BLOWN-ININSULATION RE: SPEC. TYPICAL STONE VENEER ASSEMBLY DRAINAGE MEDIUM AND AIR FILTRATION BARRIER LAPS OVER FLASHING TOALLOW WALL TO DRAIN EXTERIOR CHIMNEY INTERIOR 9 10 D C 3 A7.1 4 A7.1 2" 1' - 0"4"1' - 0 5/8"1' - 5 1/2"4"1' - 2" 5 1 / 2 " 4 1 / 2 " 9' - 7 1 / 2 " CHIMNEY INSTALL PERMANUF RECOMMENDATION MAINTAIN REQ'D CLEARANCE PER MANUF. 1 1 / 2 " / 1 2 " 6" STONE VENEER (2) PIECES OF COLORADO BUFFFLAGSTONE CHIMNEY CAP STANDING SEAMROOF CRICKET PAINTED BLUE/BLACK 4X4 TUBE STEEL POST CANTED AT 1:12WELDED TO 1/2" X 6" X 8" STEEL PLATE AT TOP AND BOTTOM SET IN A BED OF SEALANT OVER FLASHING,FASTENED WITH EXPANSION BOLTS INTO STONE ABOVE AND BELOW 5' - 4 1/8" 3' - 11" 2X6 FRAMED WALL W/ 1/2" SHEATHING EITHER SIDE SLOPE 1/8" TO 12"SLOPE 1/8" TO 12" 3A AA BB A7.2 6 A7.2 2 A7.2 7 3 A7.2 3' - 0 1 /4 " 4' - 8 1 /2 " 7 1 /4 " 2' - 1 0 1 1 /1 6 " 1 ' - 1 0 1 5/1 6 " 1 ' - 1 5 /1 6 " 1 ' - 1 0 3 /8 " 4 " 6 3 / 8 " 4 " 3' - 6 5 / 1 6 " 4 " 6 1 / 1 6 " 1 1 /2 " / 1 2 " 14" ID ICC RIS CHIMNEY INSTALL PER MANUF RECOMMENDATION MAINTAINREQ'D CLEARANCE PER MANUF. 4" STONE VENEER (2) PIECES OF COLORADO BUFFFLAGSTONE CHIMNEY CAP PAINTED BLUE/BLACK 4X4 TUBE STEEL POST WELDEDTO 1/2" X 6" X 8" STEEL PLATE AT TOP AND BOTTOM SET IN A BED OF SEALANTOVER FLASHING, FASTENED WITH EXPANSION BOLTS INTO STONE ABOVE ANDBELOW S L O P E 1 / 8 " T O 1 2 " 10" ID ICC RIS CHIMNEY INSTALL PER MANUF RECOMMENDATION MAINTAINREQ'D CLEARANCE PER MANUF. 1 ' - 6 9 / 1 6 " 1' - 9 1 3 / 1 6 " 1 / 4 " S L O P E 1 / 8 " T O 1 2 " 2X8 FRAMED WALL CRICKET; RE: ROOF PLAN 2 " 6" BOILER FLUES 10 A7.2 10 A7.93" STONE CHIMNEY CAP PAINTED BLUE/BLACK 4X4 TUBE STEEL POST WELDED TO 1/2" X6" X 8" STEEL PLATE AT TOP AND BOTTOM SET IN A BED OF SEALANT OVER FLASHING,FASTENED WITH EXPANSION BOLTS INTO STONE ABOVE AND BELOW TERMINATION CAP: MAINTAIN CLEARANCES PRESCRIBED BY CODE ABOVE ADJACENTCHIMNEY FLUES STEEL ANGLE RE: STRUCT LAP W.P. MEMBRANEOVER FLASHING 8" MIN. TYP. STONE WALL ASSEMBLY. CHASE TOP COLLAR STORM COLLAR SET IN SEALANT OVER FLASHING PROVIDE ELECTRONIC FLUEDAMPER AT INTERIOR FIREPLACE CHIMNEY; PERMANUF SPECIFICATION 2"2" FILL 2X10 CAVITY WITHINSULATION TYPE X 5/8" DRYWALL CONT. TO B.O. STONE 2X10 JOISTS W/ TOPS CUT TOSLOPE PLY WOOD ABOVE @ 1/8" PER 1'-0" MAINTAIN 2"CLEARANCE TO COMBUSTIBLES 9' - 10 3/8" 3" 3' - 6 " 3" 2"2" LAP CONT. W.P. MEMBRANE OVER T.O WALL & PLYWOOD CONT. FLASHING PAN UNDER STONE CONTINUESUP WALLS 8" MIN. W/ STORM COLLAR THATTURNS UP @ FLUE 5" MIN 3" STONE CHIMNEY CAP SET IN BED OF MORTAROVER FLASHING CAP 2" 2" 6" MECHANICAL PVC VENT BOILDERFLUES ROUTED THRU 2X8 WALL AND DRILLED THRU CHIMNEY CAP GENERAL NOTES: 1.) INSTALL GAS LOG SET AND BURNER PER MANUFACTURERS SPECIFICATION. CONTRACTOR TO HAVE A COPY OF THE SPECIFICATIONS AND INSTALLATION REQUIREMENTS ON SITE SO INSPECTOR CAN VERIFY PROPER INSTALLATION. 2.) INSTALL EXCEL MODEL RIS CHIMNEY PER MANUFACTURERS SPECIFICATION. CONTRACTOR TO HAVE A COPY OF THE SPECIFICATIONS AND INSTALLATION REQUIREMENTS ON SITE SO INSPECTOR CAN VERIFY PROPER INSTALLATION. Scale Drawn by Checked by Issue Date REVISION As indicated 10 / 1 0 / 2 0 1 3 2 : 1 1 : 0 3 A M A7.3 FIREPLACE SHEET Author Checker RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1 1/2" = 1'-0"1 CHIMNEY CAP DETAIL 1 1/2" = 1'-0"3 PATINA STEEL HEARTH PLAN DETAIL 1 1/2" = 1'-0"2 PATINA STEEL HEARTH SECTION DETAIL 1 1/2" = 1'-0"4 ROOF TO WALL CONNECTION @ STONE VENEER 1" = 1'-0"5 LIVING ROOM FIREPLACE ROOF PLAN 1" = 1'-0"6 HEARTH ROOM/ERIC'S OFFICE FIREPLACE ROOF PLAN 1 1/2" = 1'-0"7 HEARTH ROOM/ERIC'S OFFICE CHIMNEY CAP DETAIL No.Revision Date Revision Description ELEVATOR MECH. 004 LINE OF FLOOR ABOVE 3' - 6 1 / 4 " C L R . T.O. FINISH @ 8250' - 0" HYDRAULIC POWER UNIT 2' - 6" 1' - 1 " REF DRAWER 1 A7.5 3 A7.6 5 A7.4 1 A7.7 2 A7.5 3 A7.7 2 A7.7 1 A7.6 2 A7.6 8 T R E A D S @ 1 0 1 /2 " 9 R I S E R S @ 7 3 /1 6 " U P 4' - 0 " 7' - 0 " 3 ' - 0 1 /4 " 2' - 8 1 / 1 6 " 4' - 3 " 2" CONT. GRIPABLE HANDRAIL MOUNTED TO GLASS RAILING @ 3'-1" ABOVE STAIR NOSING. TURN HANDRAIL TO TERMINATE INTO GLASS 4' - 1 1 " 4 ' - 0 " 1 ' - 1 1 " 1 1 " 3' - 11 1/8" 4' - 0 " 3' - 1 1 " 3' - 9 " 3' - 1 1 3 / 4 " 10 ' - 4 1 / 2 " Q Q Q C Q ART 1 A7.5 3 A7.6 5 A7.4 1 A7.7 2 A7.5 3 A7.7 2 A7.7 3" 1 A7.6 2 A7.6 6 A7.43 A7.5 9 TREADS @ 10 1/2" 10 RISERS @ 7 3/16" 9 T R E A D S @ 1 0 1 /2 " 1 0 R I S E R S @ 7 3 /1 6 " DN U P 8261' - 4 13/16"8255' - 4 13/16" 7 3/16" 10X5 HSS TUBE STEEL STRINGER RE: STRUCT. CONT. GRIPABLE HANDRAIL MOUNTED TOGLASS RAILING @ 3'-1" ABOVE STAIR NOSING 4' - 2 1/8"7' - 10 1/2"4' - 5 7/8" 3 " F R A MI N G 4' - 2 1/2" FRAMING 4' - 6 " 1' - 4 9 / 1 6 " F R A M I N G 1 ' - 9 1 / 8 " F R A M I N G 4' - 0 " F R A M I N G 3' - 1 0 " 2' - 7 3 /1 6 " 8' - 1 3 /8 " F R A M I N G 3' - 6 " 5 " 3' - 4 " 5" 3" 3" FRAMING BUILD UP @ STAIR 4 A7.5 Sim 5 A7.5 Sim A5.3 OPEN TO BELOW OPEN TO BELOW 2" / 12" THIN STONE VENEER 2" / 1 2 " Q ART T.O. FINISH @ 8274' - 0" 1 A7.5 3 A7.6 5 A7.4 1 A7.7 2 A7.5 3A7.7 2A7.7 1 A7.6 2 A7.6 9 TREADS @ 10 1/2" 10 RISERS @ 7 3/16" 9 T R E A D S @ 1 0 1 /2 " 1 0 R I S E R S @ 7 3 /1 6 " DN D N T.O. LANDING 8274' - 0" 10X5 HSS TUBE STEEL STRINGER RE: STRUCT. 3' - 4 " 5" 6 1 / 2 " 1 " 5 " 3' - 4 " 3' - 1 0 " 4' - 3 1 / 2 " 3" 2"2' - 9 5/8" 6 7/8" 2" 2' - 9 1 5 /1 6 " 7' - 1 0 1 /2 " 2"4' - 0 1/8"7' - 10 1/2"3' - 11 1/4"6 5/8" 3' - 1 0 " CONT. GRIPABLE HANDRAIL MOUNTED TOGLASS RAILING @ 3'-1" ABOVE STAIR NOSING EXTEND STAIR TREADS INTO WINDOW TO HAVE LESS THAN 4"CLEARANCE G L A S S P A N E L 5 ' - 4 3 /1 6 " G L A S S P A N E L 5' - 3 9 /1 6 " G L A S S P A N E L 5 ' - 4 1 1 /1 6 " GL A S S P A N E L 1' - 7 3 / 4 " GLASS PANEL 3' - 10 1/2"GLASS PANEL 3' - 8 1/4" 3' - 1 0 5 /8 " 4 ' - 0 1 1 /1 6 " GL A S S P A N E L 3 ' - 1 0 3 / 1 6 " GL A S S P A N E L 3 ' - 1 0 3 / 1 6 " GLASS PANEL 3' - 10 7/16"GLASS PANEL 3' - 10 7/16" 5 A7.10 LOWER LEVEL FINISHED FLOOR 8250' - 0" 3 A7.6 2 A7.6 2" 1/2" GLASS PANEL GWB WRAPS CORNER 2" AND TRANSITIONS TO 3/4" WOOD RISER LIVERS BRONZE CO. BUTTON ATTCHED TO STEEL END CAP STEEL CAP 1 1/2" END CAP 3 1 / 2 " 1/ 2 " 3" LVL STAIR STRINGER 2" 1/2" STEEL PLATE END CAP 3/4" WOOD RISER ENGINEERED WOOD TREADS W/ WOOD WRAP TO MATCH WOOD FLOORING CONT. GRIPABLE HANDRAIL MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" F 4' - 6" FRAMING 3' - 1 " 3' - 1 " 6" 1/2" 1 1/2"3' - 7 1/2"3 1/2" AL I G N 7 3 / 1 6 " 4" 1' - 0 3 / 8 " 3 1 / 2 " LIVERS BRONZE CO. GLASS BUTTON RAIL SYSTEM CUSTOM CONTINUOUS GRIPABLE HANDRAIL W/ WOOD TOP OVER 2" X 1/2" STEEL STRAP 2"2" WOOD FLOORING RE: INTERIOR DOCUMENTS 3/4" X 3/4" REVEAL 3/4" WOOD TRIM RISER ELEVATOR MECH. 004 ENGINEERED WOOD TREAD TO MATCH WOOD FLOORING PERINTERIOR DOCUMENTS LIVER BORNZE COMPANY BUTTON RAIL ATTACHMENT 1 1/2" GYPCRETE TOPPING W/ IN-FLOOR RADIANT HEATING LIVERS BRONZE HANDRAIL SUPPORT UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" FRY-REGLET 5/8" Z-MOLDING REVEAL MODEL# DRMZ-625-625 3' - 6 " 3' - 1 " 11 1 / 2 " 4' - 5 1 / 2 " A7.4 4 LIVERS BRONZE CO. BUTTON RAIL A7.4 8 2" 3/ 4 " 1/ 2 " 1/ 8 " 3/ 8 " 1/ 4 " 1 1 / 4 " 1/8" WOOD TOP RAIL @ 3'-1" AFF ATTACHED TO STEELSTRAP FROM BELOW W/ FLUSH SET SCREWS STEEL STRAP HANDRAIL ATTACHMENT PROVIDED BY LIVERS BRONZE CO. 1/2" GLASS PANEL 5" 5 1 / 2 " 1/4" 1" 1" 1/ 4 " 4 1 / 4 " CUSTOM STEEL ANGLE W/ BLACK GUNMETAL PATINA CONTINUOUS @ STAIR OPENING ATTACHED W/ FLUSH HEADSCREWS INTO FLOOR STRUCT. WOOD CEILING RE: SPEC 1/4" PLYWOOD Scale Drawn by Checked by Issue Date REVISION As indicated 10 / 1 0 / 2 0 1 3 2 : 1 1 : 2 8 A M A7.4 STAIR SHEET BKW HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/2" = 1'-0"1 MAIN STAIR LOWER LEVEL PLAN 1/2" = 1'-0"2 MAIN STAIR MAIN LEVEL FLOOR PLAN 1/2" = 1'-0"3 MAIN STAIR UPPER LEVEL FLOOR PLAN 1" = 1'-0"5 Section 19 1" = 1'-0"6 MAIN LEVEL STAIR LANDING 1" = 1'-0"7 TYP. GLASS HANDRAIL DETAIL 6" = 1'-0"4 GRIPABLE HANDRAIL 3" = 1'-0"8 WOOD CEILING DETAIL ADJACENT TO VERTICAL GWB FINISH No.Revision Date Revision Description MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" 453 A7.7 2 A7.7 6 A7.4 A7.5 5 3' - 11 1/4"6 5/8" T.O. LANDING @ 8261' - 4 13/16" T.O. LANDING @ 8255' - 4 13/16" T.O. LANDING @ 8268' - 0" T.O. LANDING @ 8274' - 0" EXTENDS TREADS AND LANDING INTO WINDOW TO BE LESS THAN 4" CLR A7.5 5 Sim 4' - 1 1/8"2" 7 3/4"1' - 4 13/16"1' - 4 13/16"7 3/4" 7 3/4"1' - 3 7/8"1' - 3 7/8"7 3/4" 3 3/4"7 3/4" 7 3 / 1 6 " 4" 2 1 / 2 " 2 1 / 2 " T. O . L A N D I N G 5' - 4 1 3 / 1 6 " AF F T. O . L A N D I N G 7 3 / 1 6 " AF F T. O . L A N D I N G @ 6' - 0 " AF F PROVIDE SOLID BLOCKING TO SUPPORT TUBE STEELSTRINGER PROVIDE SOLID BLOCKING TOSUPPORT TUBE STEEL STRINGER ENGINEERED WOOD TREADS W/ WOOD WRAP TO MATCH WOOD FLOORING 10X5 HSS TUBE STEEL STRINGER RE: STRUCT CANTILEVERED STEEL T- SUPPORT RE: STRUCT 4' - 4 1/8"7' - 11 5/8"4' - 2 3/4"2" 5' - 2 1 / 1 6 " 11 ' - 2 1 / 1 6 " 7 3 / 1 6 " 10 1/2" MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" 4 53 A7.7 2 A7.7 6 A7.4 3' - 8 1/4" 3' - 10 1/2" 11 1 / 4 " 11 1 / 4 " 7 3/4" 1' - 3 7/8"1' - 3 7/8"7 3/4" 7 3/4"7 3/4"1' - 4 13/16"1' - 4 13/16" 3' - 11 1/4"6 5/8" 4' - 1 1/8"2" 4' - 2 3/4"7' - 11 5/8"4' - 4 1/8" T.O. LANDING 8255' - 4 13/16" T.O. LANDING 8261' - 4 13/16" T.O. LANDING 8274' - 0" T.O. LANDING 8268' - 0" 12' - 0 5/8" 4' - 2 1/8"7' - 10 1/2"4' - 5 7/8" CANTILEVERED STEEL T- SUPPORT RE: STRUCT LINE OF GLASS PANEL BEYOND 10 1/2" 7 3 / 1 6 " 10 1/2" 7 3 / 1 6 " T. O . F R A M I N G @ 1 1 ' - 2 1 / 1 6 " A B O O V E C O N C . T. O . F R A M I N G @ 5 ' - 2 1 / 1 6 " A B O V E C O N C . ENGINEERED WOOD LANDING W/ WOOD WRAP ALL SIDES TO MATCH WOOD FLOORING ENGINEERED WOOD STAIRTREAD W/ WOOD WRAP TO MATCH WOOD FLOORING ENGINEERED WOOD TREADWRAPED ON ALL SIDES. TREAD TREAD TO APPEAR FULL DEPTH SOLID WOOD @STAIR INTERIOR GWB WRAPS CORNER 2" ANDTRANSITIONS TO 3/4" WOOD RISER TO MATCH WOOD FLOORING 2" MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" 3 A7.6 2 A7.6 2 1/2"1 1/2"3' - 8"1/2"2" 3' - 10" 4" 2" 6"2' - 8 1/2"3 1/2"2" LIVERS BRONZE BUTTON RAIL W/ CUSTOM PATINA FINISH ATTACHED TO STAIR TREADSTEEL CAP 1/2" TEMPERED GLASS GUARDRAIL HSS10X5 TUBE STEEL STAIR STRINGER RE: STRUCT. CANTILEVERED CUSTOM STEEL T TREAD SUPPORT WELDED TO HSS10X5 TUBESTEEL STAIR STRINGER RE: STRUCT. STAIR TREAD 1 1/2" STEEL CAP W/ CUSTOM PATINA FINISH RE: SPEC CANTILEVERED CUSTOM STEEL T TREADSUPPORT WELDED TO HSS10X5 TUBE STEEL STAIR STRINGER RE: STRUCT. 10.5° CONTINUOUS GRIPABLE HANDRAILW/ WOOD TOP OVER STEEL STRAP STAIR TREAD 1/2" STEEL PLATE W/ CUSTOM PATINA 4" ENGINEERED TREAD ASSEMBLY ATTACHED FROM BELOW W/ HIDDEN SCREWCONNECTION W/ 1/2" WOOD TRIM TO MATCH WOOD FLOOR ON 4 SIDES FINISHED FLOO RE: INTERIOR DOCUMENTS FRY-REGLET 5/8" Z-MOLDING REVEAL MODEL# DRMZ-625-625 4 A7.5 Sim 6 A7.5 Sim MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" 3 A7.5 10 1/2" 11 1/2" 3" 1/2" 7"1"7 3 / 1 6 " TAPERED EDGE OF STEEL TTREAD SUPPORT BEYOND. 4" ENGINEERED TREAD ASSEMBLY ATTACHED FROM BELOW W/ HIDDEN SCREW CONNECTION W/ 1/2" WOOD TRIMTO MATCH WOOD FLOOR ON 4 SIDES HSS10X5 TUBE STEEL STAIRSTRINGER BEYOND MITER LOCK STAIR TREAD TOP CORNERS T. O . C O N T I N U O U S G R I P A B L E H A N D R A I L 3 ' - 1 " O V E R T . O . N O S I N G T. O . G L A S S G U A R D R A I L @ 3 ' - 6 " 1 0 7/8 " 3' - 1 " 3" 2" 6" 2" FRY-REGLET 5/8" Z-MOLDING REVEALMODEL# DRMZ-625-625 11"WIDTH X 10"HEIGHT X 1/2"THICK STEEL BASE PLATE LAG BOLTED INTO FLOOR FRAMING LI N E O F F L O O R F R A M I N G B E Y O N D S T A I R 1/2" TEMPERED GLASS PANEL HANDRAIL SUPPORT PROVIDEDBY LIVERS BRONZE CO. CONTINUOUS GRIPABLE WOOD TOP RAIL OVER CONTINUOUS1/2" STEEL STRAP 4 2" 3/ 4 " 10 " SOLID BLOCKING TO SUPPORT TUBE STEEL STAIR STRINGER RE: STRUCT. PROVIDE BLOCKING ASREQUIRED TO ATTACH GWB HSS10X5 TUBESTEEL STAIR STRINGER RE: STRUCT CANTILEVERED T-STEEL LANDING /TREAD SUPPORT RE: STRUCT. 4" ENGINEERED LANDING / TREAD ASSEMBLY ATTACHED FROM BELOW W/HIDDEN SCREW CONNECTION W/ WOOD VENEER TO MATCH FLOOR ON ALL SIDES1 1 / 2 " 2 1 / 2 " *SIM NOTE INDICATES PROVIDE ADDITIONALSEPARATION BETWEEN STAIR TREAD AND WALL REQUIRED FOR INTERIOR STONE VENEER 7 3/4" 10 1/2" 11 1/2" 3" 1/2" 7"1"7 3 / 1 6 " TAPERED EDGE OF STEEL T TREAD SUPPORT BEYOND. ALIGN 4" ENGINEERED TREAD ASSEMBLY ATTACHED FROMBELOW W/ HIDDEN SCREW CONNECTION W/ 1/2" WOOD TRIM TO MATCH WOOD FLOOR ON 4SIDES HSS10X5 TUBE STEEL STAIRSTRINGER BEYOND MITER LOCK STAIR TREAD TOP CORNERS ALIGN STEEL TREAD SUPPORT AND B.O. STAIRTREAD 4" Scale Drawn by Checked by Issue Date REVISION As indicated 10 / 1 0 / 2 0 1 3 2 : 1 1 : 3 9 A M A7.5 STAIR SHEET AG/ BKW HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/2" = 1'-0"1 MAIN STAIR SECTION 1 LOOKING SOUTH 1/2" = 1'-0"2 MAIN STAIR SECTION 2 LOOKING NORTH 1" = 1'-0"3 TREAD AND STRINGER DETAIL 1" = 1'-0"4 STAIR TREAD DETAIL 1 1" = 1'-0"5 TUBESTEEL STRINGER TO WALL CONNECTION 1 1/2" = 1'-0"6 STAIR TREAD DETAIL 2 No.Revision Date Revision Description MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" 453 A7.7 2 A7.7 T.O. LANDING @ 8268' - 0" T.O. LANDING @ 8255' - 4 13/16" T.O. LANDING @ 8261' - 4 13/16"6 A7.4 4 3/4"7 3/4" 2"2" 3' - 6 " 5 5 .6 ° 3' - 8 1/4" 3' - 10 1/2"3' - 8 7/16" 3' - 8 1/4" 3' - 10 1/2" 3' - 8 7/16" 2" ENGINEERED WOOD TREAD WRAPED ON ALL SIDES. TREAD TREAD TO APPEAR FULL DEPTH SOLID WOOD @STAIR INTERIOR GWB WRAPS CORNER 2" ANDTRANSITIONS TO 3/4" WOOD RISER TO MATCH WOOD FLOORING 1" 4' - 3 1/2" 4' - 2 1/2" ENGINEERED WOOD TREADS W/ WOOD WRAP TO MATCH WOOD FLOORING 10X5 HSS TUBE STEEL STRINGERRE: STRUCT CANTILEVERED STEEL T-SUPPORT RE: STRUCT MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" 5A4A 5 A7.4 3 A7.5 3" A7.4 7 3' - 9" 3' - 10 5/8" 4' - 0 11/16" 4' - 5 1 / 2 " 3' - 6 " 11 1 / 2 " 4' - 5 1 / 2 " 2" 3' - 6 " 11 1 / 2 " 5 1/16" 4' - 3 1 / 8 " 2 3/4"8 3/4" 7 3 / 1 6 " 5 5 .6 ° 3" FRAMING BUILD UP @ THE STAIRS 2' - 10 15/16" 4' - 2 1/2" 3' - 1 0 1 / 2 " 10 3/4" 3' - 8 7/16" 5' - 3 9/16"5' - 4 3/16" 3" 3 1 / 8 " 5 7 / 8 " 2 1 / 2 " 2" 2" 2" 5 3/8"7 1/2" TURN GRIPABLE HANDRAIL BACKTO GLASS CONT. GRIPABLE HANDRAILMOUNTED TO GLASS RAILING @ 3'-1" ABOVE STAIR NOSING T. O . L A N D I N G @ 6 ' - 0 " A F F T. O . L A N D I N G @ 5 ' - 4 1 3 / 1 6 " A F F GWB WRAPS CORNER 2" ANDTRANSITIONS TO 3/4" WOOD RISER 10X5 HSS TUBE STEEL STRINGER RE: STRUCT CANTILEVERED STEEL T- SUPPORT RE: STRUCT ENGINEERED WOOD TREADWRAPED ON ALL SIDES. TREAD TREAD TO APPEAR FULL DEPTH SOLID WOOD @ STAIR INTERIOR GWB WRAPS CORNER 2" AND TRANSITIONS TO 3/4" WOODRISER TO MATCH WOOD FLOORING STEEL BUTTON ATTACHED TOSOLID STEEL CAP STEEL BUTTON ATTACHED STEEL CAP MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" 5A 4A 5 A7.4 3' - 1 " 3 A7.5 3' - 1 " 3' - 1 " 3' - 6 " 4 1/ 8 " 3' - 4 " 10X5 HSS TUBE STEEL STRINGERRE: STRUCT CANTILEVERED STEEL T-SUPPORT RE: STRUCT 1 /2" 3" LINE OF FRAMING BEYOND STAIRS. 3"FRAMING BUILD OUT @ STAIRS ENGINEERED WOOD TREADS W/ WOODWRAP TO MATCH WOOD FLOORING A7.5 4 Sim 3 5 / 1 6 " TURN HANDRAIL BACK TO GLASS 10 1/2" 7 3 / 1 6 " 1" NOSING ENGINEERED WOOD TREADS W/ WOOD WRAP TO MATCH WOOD FLOORING Scale Drawn by Checked by Issue Date REVISION 1/2" = 1'-0" 10 / 1 0 / 2 0 1 3 2 : 1 1 : 5 5 A M A7.6 STAIR SHEET AG / BKW HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/2" = 1'-0"1 MAIN STAIR SECTION 3 LOOKING SOUTH 1/2" = 1'-0"2 MAIN STAIR SECTION 4 LOOKING NORTHWEST 1/2" = 1'-0"3 MAIN STAIR SECTION 5 LOOKING SOUTHEAST No.Revision Date Revision Description MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" 5A 4A 5 A7.4 4" 3 3 / 1 6 " 3 A7.5 2' - 2" 3' - 9 1/ 8 " 2' - 11 3/4" 2' - 11 1/16" 4' - 6 1 1 / 1 6 " 3' - 7 3 / 1 6 " 11 1 / 2 " 2"STEEL BUTTONSATTACHED TO TREAD STEEL END CAP ENGINEERED WOOD TREAD WRAPED ON ALL SIDES. TREAD TREAD TO APPEARFULL DEPTH SOLID WOOD @ STAIR INTERIOR GWB WRAPS CORNER 2" ANDTRANSITIONS TO 3/4" WOOD RISER TO MATCH WOOD FLOORING 3' - 1 " CONT. GRIPABLE HANDRAIL MOUNTED TO GLASS RAILING @ 3'-1" ABOVE STAIR NOSING.TURN HANDRAIL TO TERMINATE INTO GLASS 4' - 0 11/16" 3' - 11 15/16" 6' - 9 1 / 8 " 3' - 1 1 3 / 4 " 124.4° 55.6° 124.4° 55.6° 3' - 11 7/16" 5' - 3 9/16" MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" DEFG 1 A7.5 2 A7.5 1 A7.6 A7.4 6 2"3' - 10" ALIGN LANDING AND FINISH FLOORING 7 3 / 1 6 " 4' - 6" 3' - 11"7" 3"5"3' - 4" 10X5 HSS TUBE STEEL STRINGERRE: STRUCT CANTILEVERED STEEL T- SUPPORT RE: STRUCT MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" D E F1 A5.2 1 A7.5 2 A7.5 1 A7.6 EXTEND STAIR TREADS INTO WINDOW TO HAVE LESS THAN 4" CLEARANCE HSS 10X5 TUBESTEEL STRINGER RE: STRUCT CANTILEVERED STEEL T- SUPPORT RE: STRUCT LIVERS BRONZE CO. BUTTON RAIL SYSTEMATTACHED TO 1 1/2" STEEL TREAD CAP CONT. GRIPABLE HANDRAIL MOUNTED TO GLASSRAILING @ 3'-1" ABOVE STAIR NOSING 1/2" STEEL CAP PLATE ATTACHEDTO END OF ENGINEERED WOOD TREAD W/ FLUSH HEAD SCREWS ENGINEER WOOD LANDING W/WOOD WRAP TO MATCH FLOOR ALL SIDES ENGINEER WOOD LANDING W/ WOOD WRAP TO MATCH FLOORALL SIDES CONT. GRIPABLE HANDRAIL MOUNTED TO GLASS RAILING @ 3'-1" ABOVE STAIR NOSING 11 1 / 2 " 2 1 / 2 " 5 7 / 8 " 3 1 / 8 " 5 A7.10 Scale Drawn by Checked by Issue Date REVISION 1/2" = 1'-0" 10 / 1 0 / 2 0 1 3 2 : 1 2 : 0 7 A M A7.7 STAIR SHEET AG / BKW HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/2" = 1'-0"1 MAIN STAIR SECTION 6 LOOKING SOUTHEAST 1/2" = 1'-0"2 MAIN STAIR SECTION 7 LOOKING WEST 1/2" = 1'-0"3 MAIN STAIR SECTION 8 LOOKING EAST No.Revision Date Revision Description Scale Drawn by Checked by Issue Date REVISION 10 / 1 0 / 2 0 1 3 2 : 1 2 : 5 4 A M A7.8 STAIR SHEET AG / BKW HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1 LOWER STAIR VIEW 2 2 main stair view 3 LOWER STAIR VIEW 3 4 main stair view 2 5 MAIN STAIR FROM LOWER LANDING 6 MAIN STAIR FROM UPPER FLOOR No.Revision Date Revision Description DN DN UP UP DN 2 A7.9 8 S T A I R R I S E R S @ 7 1 / 2 " 7 S T A I R T R E A D S @ 1 1 " 6' - 5 " 1" NOSING WOOD STAIRS AND LANDINGS 3' - 7 1/4" 8250' - 0" 8245' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" SPORT COURT SLAB 8243' - 9 3/8" D E F 1' - 2" 11" 7 1 / 2 " 14" LVL STRINGER 3/ 4 " 1" 3' - 1 " 3 A7.9 WOOD TOP RAIL @ 3'-1"AFF ATTACHED TO STEEL STRAP FROM BELOW W/ FLUSH SET SCREWS STEEL STRAP HANDRAIL ATTACHMENT PROVIDED BY LIVERSBRONZE CO. 2" 1/8" 1/ 8 " 3/ 8 " 1/ 4 " 1/ 2 " 3/ 4 " 1 1 / 4 " 5 A7.9 1 7 S T O N E S T A I R R I S E R S @ 7 3 /1 6 " 1 6 S T O N E S T A I R T R E A D S @ 1 1 " 1 4' - 8 " 4 ' - 4 " 1 1 " 8261' - 8 1/2" 6 A7.9 STONE CAP 3/4" GLASS PANELS 2" GRIPABLE HANDRAIL; JOG TO KEEP CLEARANCE ALONG STONE WALL AND GLASS PANEL MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" 5A 7A6A CONC. SLAB ON GRADE RE: STRUCT COLORADO BUFFSTONE STAIR TREAD AND RISER PROVIDE WEEP FOR DRAINAGE MEDIUM UNDER STAIR 11" 1" RADIANT IN-FLOORHEAD AT TREADS 4" STONE ASSEMBLY-APPROX. 2" STONE OVER 1/2" GROUT OVER 1 1/2"CONC. SLAB WITH RADIANT TUBING DRAINAGEBOARDS SLOPES AT 1/8" PER 1'-0" 7 3 / 1 6 " STORAGE SPACE STEEL STANCHIONEXPANSION BOLTED INTOCONCRETE 4' - 0"4' - 0"4' - 0" T.O. CONC. WALL @ 8261' - 4 1/2" MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" 5A7A6A 3' - 0 " 2" DIA GRIPABLE STEEL HANDRAIL CONC. SLAB ONGRADE RE: STRUCT COLORADO BUFF STONE STAIR TREADAND RISER PROVIDE WEEP FOR DRAINAGE MEDIUMUNDER STAIR RADIANT IN-FLOOR HEAD AT TREADS 4" STONE ASSEMBLY- APPROX. 2" STONE OVER 1/2" GROUT OVER 1 1/2"CONC. SLAB WITH RADIANT TUBING DRAINAGE BOARDS SLOPES AT 1/8" PER 1'-0" 3/4" GLASS PANEL 2" DIA GRIPABLE STEEL HANDRAIL HANDRAIL ATTACHMENT PROVIDED BY LIVERSBRONZE CO. 3/4" GLASS PANEL HANDRAIL ATTACHMENTPROVIDED BY LIVERS BRONZE CO. 2" DIA GRIPABLE STEEL HANDRAIL STONE VENEER, TYP. 10 A7.9 5' - 6 " 4' - 2 5 / 1 6 " OPEN AREA 023 MECHANICAL 020 7 S T A I R R I S E R S @ 7 5 /1 6 " 6 S T A I R T R E A D S @ 1 1 " 2" DIAM GRIPABLE STEELHANDRAIL; JOG TO KEEP CLEARANCE AT STONEVENEER AND SIDING LOWER LEVEL FINISHED FLOOR 8250' - 0" 5A 4A 3' - 0 " 5' - 6" 2" DIA GRIPABLE STEEL HANDRAIL CONC. SLAB ONGRADE RE: STRUCT COLORADO BUFF STONE STAIR TREADAND RISER PROVIDE WEEP FOR DRAINAGE MEDIUMUNDER STAIR RADIANT IN-FLOOR HEAD AT TREADS 4" STONE ASSEMBLY-APPROX. 2" STONE OVER 1/2" GROUT OVER 1 1/2" CONC. SLAB WITHRADIANT TUBING DRAINAGE BOARDS SLOPES AT 1/8" PER 1'-0" STEEL AND GLASSHANDRAIL 4" ROUND HSS COLUMN R 2' - 11" R 3' - 1 5/8" 15 EQ TREADS @ 9" RISE SPIRAL STAIR COMPLIES WITH SECTION R311.7.10.1 OF 2012 IRC 3' - 1 " 2' - 9 " R 2' - 1 1 "R 3' - 1 5/8" 4" THICK ENGINEERED WOOD LANDING STEEL AND GLASS HANDRAIL TO CONTINUEAROUND EDGE OF FLOOR AT UPPER LEVEL STEEL AND GLASS HANDRAIL 4" ROUND HSS COLUMN 15 EQ TREADS @ 9" RISE 4" ROUND HSS COLUMN 4" THICK ENGINEERED WOOD TREAD CARPET INLAY 7" MIN @ 1' FROM COLUMN 1 1/2" 1 1 /2 " 1 1 /2 " W O O D T R EAD R 2 ' - 11" STEEL PLATE R 2' - 10 1/2" STEEL SUPPORT WELDED TO STEEL PLATE BELOW AND STEEL STRAP ABOVE FOR HANDRAIL 14 A7.9 15 A7.9 10.5° 1' - 8" CANTILEVERED CUSTOM STEELT TREAD SUPPORT WELDED TO 4" ROUND HSS COLUMN 4" ENGINEERED TREAD ASSEMBLY ATTACHEDFROM BELOW W/ HIDDEN SCREW CONNECTION W/ 1/2" WOOD TRIM TO MATCH WOOD FLOOR ON SIDES 1/2" CURVED TEMPEREDGLASS HANDRAIL 1 1/2" X 3/8" CURVED STEEL STRAP 5 1/2" X 1" X 3/8" STEEL PICKET @ 4' O.C. WELDED TO STEEL PLATE CARPET INLAY 4" 15 A7.9 A7.9 16 14 A7.9 TAPERED EDGE OF STEEL T TREAD SUPPORT BEYOND. 4" ENGINEERED TREAD ASSEMBLY ATTACHEDFROM BELOW W/ HIDDEN SCREW CONNECTION W/1/2" WOOD TRIM TO MATCH WOOD FLOOR ON 4 SIDES MITER LOCK STAIR TREAD TOP CORNERS 4" ROUND HSS COLUMN CANTILEVERED CUSTOMSTEEL T TREAD SUPPORT WELDED TO4" ROUND HSS COLUMN 4" CARPET INLAY 3' - 0 " A F F 4" ENGINEERED TREAD ASSEMBLY ATTACHEDFROM BELOW W/ HIDDEN SCREW CONNECTION W/ 1/2" WOOD TRIM TO MATCH WOOD FLOOR ON SIDES 1/2" CURVED TEMPEREDGLASS HANDRAIL 1 1/2" X 3/8" CURVED STEEL STRAP 5 1/2" X 1" X 3/8" STEEL PICKET @ 4' O.C. WELDED TO STEEL PLATE CARPET INLAY 1 1/2" X 3/8" CURVEDSTEEL STRAP 1 1/2"X 1" X 3/8" STEEL PLATE @ 4' O.C. WELDED TOSTEEL STRAP BELOW AND STEEL HANDRAIL ABOVE 2" DIA CURVED STEEL HANDRAIL WELDED TO STEEL PLATE BELOW 1/2" PLYWOOD MITER TREAD CORNERS 1 1/2"2"3" Scale Drawn by Checked by Issue Date REVISION As indicated 10 / 1 0 / 2 0 1 3 2 : 1 4 : 1 1 A M A7.9 STAIR SHEET Author Checker RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/2" = 1'-0"1 SPORT COURT STAIR FLOOR PLAN 1/2" = 1'-0"2 SPORT COURT STAIR SECTION 6" = 1'-0"3 GRIPABLE HANDRAIL @ STUD WALL 1/2" = 1'-0"4 EXTERIOR STAIR FLOOR PLAN 1/2" = 1'-0"5 EXTERIOR STAIR SECTION LOOKING NORTHWEST 1/2" = 1'-0"6 EXTERIOR STAIR SECTION LOOKING SOUTHEAST 6" = 1'-0"7 GRIPABLE HANDRAIL @ EXTERIOR GLASS WALL 6" = 1'-0"8 GRIPABLE HANDRAIL @ STONE VENEER 1/2" = 1'-0"9 OPEN AREA STAIR FLOOR PLAN 1/2" = 1'-0"10 OPEN AREA STAIR SECTION LOOKING SOUTHEAST 1/2" = 1'-0"11 MAIN LEVEL SPIRAL STAIR FLOOR PLAN 1/2" = 1'-0"12 UPPER LEVEL SPIRAL STAIR FLOOR PLAN 1 1/2" = 1'-0"13 SPIRAL STAIR TREAD PLAN 1 1/2" = 1'-0"14 SPIRAL STAIR TREAD SECTION 3" = 1'-0"15 SPIRAL STAIR TREAD NOSE SECTION 3" = 1'-0"16 SPIRAL STAIR TREAD EDGE DETAIL No.Revision Date Revision Description 5' - 5 3/4" CLR. 5' - 1 1 3 / 4 " C L R . CAMBRIDGE- CAMBRIAN THRU CAB TYPE 2 48 X 54 CAB PROVIDE BLOCKING AS REQ'D PER ELEVATOR MANUF. 5 A7.10 T.O. CONC. @ 8248' - 11 1/4" 1/8" / 12" 1/ 8 " / 1 2 " 1/8" / 12" 1/8 " / 1 2 " 4 A7.10 5 A7.10 4 A7.10 5' - 5 3/4" CLR 5' - 1 1 3 / 4 " C L R CAMBRIDGE- CAMBRIAN THRU CAB TYPE 2 48 X 54 CAB PROVIDE BLOCKING AS REQ'D PER ELEVATOR MANUF. T.O. FINISH @ MAIN LEVEL STOP @ 8262' - 0" 5 A7.10 4 A7.10 5' - 5 3/4" CLR 5' - 1 1 3 / 4 " C L R CAMBRIDGE-CAMBRIAN THRU CAB TYPE 2 48 X 54 CAB PROVIDE BLOCKING ASREQ'D PER ELEVATOR MANUF. MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" PLATE 8282' - 10 7/8" 16' AFF 8278' - 0" C 5 A7.10 MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8262' - 0" ROOF PLAN 8286' - 0" UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8274' - 0" LOWER LEVEL FINISHED FLOOR 8250' - 0" PLATE 8282' - 10 7/8" 16' AFF 8278' - 0" 6 4 A7.10 Scale Drawn by Checked by Issue Date REVISION 1/2" = 1'-0" 10 / 1 0 / 2 0 1 3 2 : 1 4 : 1 6 A M A7.10 ELEVATOR SHEET Author Checker RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/2" = 1'-0"1 LOWER LEVEL ELEVATOR FLOOR PLAN 1/2" = 1'-0"2 MAIN LEVEL ELEVATOR FLOOR PLAN 1/2" = 1'-0"3 UPPER LEVEL ELEVATOR FLOOR PLAN 1/2" = 1'-0"4 NORTH-SOUTH ELEVATOR SECTION 1/2" = 1'-0"5 EAST-WEST ELEVATOR SECTION No.Revision Date Revision Description Scale Drawn by Checked by Issue Date REVISION 10 / 1 0 / 2 0 1 3 2 : 1 4 : 1 9 A M A8.0 WINDOW AND DOOR SCHEDULE AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET Window Schedule Type MarkCount Rough Width Rough Height Comments 7913' - 0 3/4"1' - 7 3/4"DIRECT SET WINDOW, U .23, 213 5817' - 6 3/4"4' - 6 3/4"DIRECT SET WINDOW, U .23 5914' - 0 3/4"4' - 6 3/4"CASEMENT WINDOW, U .26 214 6014' - 6 3/4"5' - 0 3/4"CASEMENT WINDOW, U .26 6114' - 6 3/4"2' - 7 1/8"TRAPEZOIDAL DIRECT SET WINDOW, U .23 215 6216' - 0 3/4"1' - 8 3/8"TRAPEZOIDAL DIRECT SET WINDOW, U .23 216 4633' - 0 3/4"2' - 0 3/4"DIRECT SET WINDOW, U .23 217 9K1CORNER WINDOW SYSTEM, U .23, 3'-0" LL x 3'-10" RL x 2'-0" H 218 4313' - 0"8' - 3 1/4"OUT-SWING PATIO DOOR, U .30, TEMPERED 4415' - 11 3/4"2' - 6 3/4"AWNING WINDOW, U .26, TEMPERED 4515' - 11 3/4"5' - 6 3/4"DIRECT SET WINDOW, U .23, TEMPERED 6315' - 11 3/4"1' - 6 3/4"TRAPEZOIDAL DIRECT SET WINDOW, U .23 6413' - 0 3/4"2' - 3 7/8"TRAPEZOIDAL DIRECT SET WINDOW, U .23 219 6514' - 8 3/4"2' - 0 3/4"DIRECT SET WINDOW, U .23 6612' - 1 3/4"2' - 0 3/4"DIRECT SET WINDOW, U .23 220 4017' - 6 3/4"6' - 6 3/4"DIRECT SET WINDOW, U .23, 4114' - 0 3/4"3' - 0 3/4"DIRECT SET WINDOW, U .23, TEMPERED 4217' - 6 3/4"3' - 0 3/4"DIRECT SET WINDOW, U .23, TEMPERED 5114' - 0 3/4"6' - 6 3/4"DIRECT SET WINDOW, U .23, 221 4313' - 0"8' - 3 1/4"OUT-SWING PATIO DOOR, U .30, TEMPERED 4415' - 11 3/4"2' - 6 3/4"AWNING WINDOW, U .26, TEMPERED 4515' - 11 3/4"5' - 6 3/4"DIRECT SET WINDOW, U .23, TEMPERED 7013' - 0 3/4"2' - 6 3/4"DIRECT SET WINDOW, U .23 7115' - 10 3/4"2' - 6 3/4"DIRECT SET WINDOW, U .23 222 5014' - 0 3/4"2' - 6 3/4"AWNING WINDOW, U .26 223 9H1CORNER WINDOW SYSTEM, U .23, TEMPERED, 1'-6" LL x 3'-1" RL x 5'-0" H 9I1CORNER WINDOW SYSTEM, U .23, TEMPERED,1'-6" LL x 3'-1" RL x 2'-6" H 1414' - 0 3/4"5' - 0 3/4"DIRECT SET WINDOW, U .23, TEMPERED 5014' - 0 3/4"2' - 6 3/4"DIRECT SET WINDOW, U .23 6813' - 6 3/4"5' - 0 3/4"CASEMENT WINDOW, U .26, TEMPERED 6913' - 6 3/4"2' - 6 3/4"DIRECT SET WINDOW, U .23, 224 4313' - 0"8' - 3 1/4"OUT-SWING PATIO DOOR, U .30, TEMPERED 7013' - 0 3/4"2' - 6 3/4"DIRECT SET WINDOW, U .23 225 9J1CORNER WINDOW SYSTEM, U .23, 4'-0" LL x 4'-0" RL x 2'-6" H 227 512' - 6 3/4"2' - 6 3/4"AWNING WINDOW, U .26 228 212' - 0 3/4"2' - 0 3/4"AWNING WINDOW, U .26 229 7713' - 10 1/2"3' - 10 1/2"VELUX SKYLIGHT Grand total: 117 Window Schedule Type MarkCount Rough Width Rough Height Comments 3413' - 0 3/4"6' - 0 3/4"CASEMENT WINDOW, U .26 116 3632' - 1 3/4"3' - 2 1/2"DIRECT SET WINDOW, U .23, TEMPERED 117 3712' - 1 3/4"2' - 2 3/4"TRAPEZOIDAL DIRECT SET WINDOW, U .23 3814' - 8 3/4"2' - 7 3/8"TRAPEZOIDAL DIRECT SET WINDOW, U .23 118 4017' - 6 3/4"6' - 6 3/4"DIRECT SET WINDOW, U .23, TEMPERED 4114' - 0 3/4"3' - 0 3/4"DIRECT SET WINDOW, U .23, TEMPERED 4217' - 6 3/4"3' - 0 3/4"DIRECT SET WINDOW, U .23, TEMPERED 5114' - 0 3/4"6' - 6 3/4"DIRECT SET WINDOW, U .23, TEMPERED 119 7616' - 0 3/8"10' - 2 3/4"PIVOT DOOR, U .39, TEMPERED 200 512' - 6 3/4"2' - 6 3/4"AWNING WINDOW, U .26 201 512' - 6 3/4"2' - 6 3/4"AWNING WINDOW, U .26 202 512' - 6 3/4"2' - 6 3/4"AWNING WINDOW, U .26 203 4313' - 0"8' - 3 1/4"OUT-SWING PATIO DOOR, U .30, EGRESS, TEMPERED 4415' - 11 3/4"2' - 6 3/4"AWNING WINDOW, U .26, TEMPERED 4515' - 11 3/4"5' - 6 3/4"DIRECT SET WINDOW, U .23, TEMPERED 204 9C1CORNER WINDOW SYSTEM, U .23, 2'-10" LL x 3'-0" RL x 2'-0"H 206 6712' - 6 3/4"4' - 6 3/4"CASEMENT, U .26 207 9F1CORNER WINDOW SYSTEM, U .23, 3'-6" LL x 4'-3" RL x 2'-6" H, TEMPERED 9G1CORNER WINDOW SYSTEM, U .23,3'-6" LL x 4'-3" RL x 6'-6" H 208 5014' - 0 3/4"2' - 6 3/4"DIRECT SET WINDOW, U .23 6714' - 0 3/4"6' - 0 3/4"DIRECT SET WINDOW, U .23 209 52110' - 0"8' - 8 1/2"(2) PANEL XO LIFT AND SLIDE DOOR 210 9D1CORNER WINDOW SYSTEM, U .23, 3'-0" LL x 3'-0" RL x 5'-0"H 9E1CORNER WINDOW SYSTEM, U .23, 3'-0" LL x 3'-0" RL x 2'-2 1/4"H, TEMPERED 211 5313' - 0 3/4"5' - 0 3/4"CASEMENT WINDOW, U .26, EGRESS 5415' - 0 3/4"5' - 0 3/4"DIRECT SET WINDOW, U .23 5513' - 0 3/4"1' - 10"DIRECT SET WINDOW, U .23 5615' - 0 3/4"1' - 10"DIRECT SET WINDOW, U .23 212 4313' - 0"8' - 3 1/4"OUT-SWING PATIO DOOR, U .26, TEMPERED 5712' - 0 3/4"8' - 0 3/4"DIRECT SET WINDOW, U .23, TEMPERED 7812' - 0 3/4"1' - 7 3/4"DIRECT SET WINDOW, U .23 Window Schedule Type MarkCount Rough Width Rough Height Comments 000 114' - 0 3/4"2' - 6 3/4"AWNING WINDOW, U .26 001 114' - 0 3/4"2' - 6 3/4"AWNING WINDOW, U .26 002 212' - 0 3/4"2' - 0 3/4"AWNING WINDOW, U .26 003 212' - 0 3/4"2' - 0 3/4"AWNING WINDOW, U .26 004 3114' X 9'(3) PANEL POCKET LIFT AND SLIDE DOOR, U .39, TEMPERED, CENTOR SCREEN 005 413' - 0"9' - 3 1/4"OUT-SWING PATIO DOOR, U .30, TEMPERED 006 512' - 6 3/4"2' - 6 3/4"AWNING WINDOW, U .26 007 622' - 10 3/4"5' - 0 3/4"CASEMENT WINDOW, U .26, EGRESS 008 712' - 6 3/4"5' - 0 3/4"CASEMENT WINDOW, U .26, EGRESS 009 712' - 6 3/4"5' - 0 3/4"CASEMENT WINDOW, U .26, EGRESS 816' - 1 3/4"5' - 0 3/4"DIRECT SET WINDOW, U.23 010 91CORNER WINDOW SYSTEM, U.23, 2'-6"LLx3'-0" RL x5'-0" 011 7213' - 6"6' - 2 1/2"(1) PANEL POCKET LIFT AND SLIDE DOOR, U .39 - TEMPERED CENTOR SCREEN 100 1023' - 0 3/4"3' - 6 3/4"CASEMENT WINDOW, U .26 101 1123' - 0 3/4"2' - 0 3/4"AWNING WINDOW, U .26 102 1214' - 0 3/4"2' - 0 3/4"AWNING WINDOW, U .26 103 1334' - 0 3/4"2' - 0 3/4"DIRECT SET WINDOW, U .23 104 1414' - 0 3/4"5' - 0 3/4"CASEMENT WINDOW - U .26 105 1516' - 6 3/4"7' - 0 3/4"DIRECT SET - U .23 1616' - 6 3/4"3' - 0 3/4"AWNING WINDOW, U .26 , TEMPERED 106 1516' - 6 3/4"7' - 0 3/4"DIRECT SET, U .23 106A 1716' - 0 3/4"7' - 0 3/4"DIRECT SET, U .23, TEMPERED 107 18114' - 0"10' - 0"(2) PANEL XX LIFT AND SLIDE DOOR, U .39, TEMPERED CENTAR SCREEN 108 20122' - 6"10' - 0"(3) PANEL POCKET LIFT AND SLIDE DOOR, U .39 - TEMPERED CENTOR SCREEN 109 2115' - 10 3/4"2' - 6 3/4"AWNING WINDOW, U .26, TEMPERED 2216' - 1 3/4"2' - 6 3/4"DIRECT SET WINDOW, U .23 2315' - 10 3/4"8' - 9 3/4"AWNING WINDOW, U .23, TEMPERED 2416' - 1 3/4"8' - 9 3/4"DIRECT SET WINDOW, U .23 110 9A1CORNER WINDOW SYSTEM, U .23, TEMPERED, 3'-1" LL x 3-0" RL x 2'-6"H 9B1CORNER WINDOW SYSTEM, U .23, TEMPERED, 3-1" LL x 3'-0" RL x 8'-9"H 111 2513' - 0 3/4"2' - 6 3/4"AWNING WINDOW, U .26, 2616' - 3 3/8"2' - 6 3/4"AWNING WINDOW, U .26, TEMPERED 2713' - 8 1/2"7' - 9 3/4"CASEMENT WINDOW, U .26 2816' - 3 3/8"7' - 9 3/4"DIRECT SET WINDOW, U .23 112 2914' - 0 1/2"3' - 0 3/4"TRAPEZOIDAL DIRECT SET WINDOW, U .23 3016' - 3 3/8"3' - 0 3/4"TRAPEZOIDAL DIRECT SET WINDOW, U .23 113 31110' - 3"13' - 0"(2) PANEL XO LIFT AND SLIDE DOOR, U .39, TEMPERED 114 3226' - 6 3/4"3' - 0 3/4"DIRECT SET WINDOW, U .23 115 3316' - 0 3/4"6' - 0 3/4"DIRECT SET WINDOW, U .23 Door Schedule Door Number Door SizeDescription Finish CountComments 0002'-10" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 000A3'-8" x 5'-0"DOORS TO ACCESS ATTIC SPACE ABOVE STORAGE 1 0012'-10" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 0022'-10" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 0032'-10" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 0045-'6" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 0052'-10" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 0062'-8" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 0072'-4" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 0082'-2" x 7'-0"SHOWER DOOR 1 0112'-8" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 011A2'-2" x 7'-0"SHOWER DOOR 1 0122'-10" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 0132'-4" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 0142'-8" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 014A2'-2" x 7'-0"SHOWER DOOR 1 0162'-10" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 0172'-10" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 017A2'-2" x 7'-0"SHOWER DOOR 1 0182'-4" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 0192'-6" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 0203'-0" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 0215'-0" x 8'-0"CABINET DOORSINTERIOR DOORS TO A/V CLOSET1 021A5'-0" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGNEXTERIOR DOORS TO A/V CLOSET1 0234'-6" x 7'-0"CABINET DOORSEXTERIOR DOORS AT BUILT IN CABINET1 0242'-6" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 10121'-0" x 8'-0"GARAGE DOOR 1 101A10'-6" x 8'-0"GARAGE DOOR 1 1022'-10" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 1032'-8" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 103A1'-6" x 8'-0" CABINET LAUNDRY CHUTE CABINET DOOR 1 1042'-10" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 104A2'-10" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 1052'-6" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 1063'-6" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 1072'-8" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 1086'-0" x 10'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 1114'-6" x 9'-6"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 1122'-6" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 1162'-4" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 1172'-4" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 1186'-0" x 6'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 1195'-6" X 5'-9"FIXED LOUVERED PANEL 1 2012'-10" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 2022'-10" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 202A2'-2" x 7'-0"SHOWER DOOR 1 202B2'-2" x 7'-0"SHOWER DOOR 1 2032'-4" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 2042'-4" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 2052'-10" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 2062'-10" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 2072'-8" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 2082'-4" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 208A2'-2" x 7'-0"SHOWER DOOR 1 2092'-4" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 2095'-1 1/2" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 2102'-10" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 211A2'-4" x 7'-6" CABINET TOUCH LATCH CONCEALED DOOR AT ERIC'S OFFICE1 2122'-10" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 2121'-6" x 8'-0" CABINET LAUNDRY CHUTE CABINET DOOR 1 2132'-6" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 213A2'-2" x 7'-0"SHOWER DOOR 1 2142'-6" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 2152'-8" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 2162'-8" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 216A2'-2" x 7'-0"SHOWER DOOR 1 2172'-6" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 2182'-4" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 2192'-10"" x 8'-0"SEE INTERIOR DRAWINGS FOR DOOR DESIGN 1 2202'-0" x 4'-0" CABINET CABINET DOORACCESS DOOR TO UPPER LEVEL ATTIC SPACE1 2212'-2" x 6'-6"SHOWER DOOR 1 2222'-0" x 4'-0" CABINET CABINET DOORCUSTOM SLIDING DOOR AT PASS THROUGH BAR1 AVERAGE WINDOW U-VALUE .29 PER SUBMITTED SPREADSHEET WHICH SUMMARIZES ALL WINDOW SQUARE FOOTAGE AND ASSOCIATED U-VALUES. No.Revision Date Revision Description WINDOW RE: WINDOW SCHEDULE WINDOW SET IN BED OF SEALANT WOOD SIDING RE: ELEVATIONSFOR TYPE AND LOCATION LAP WATERPROOF MEMBRANE OVER 3D DRAINAGE MEDIUMOVER BLDG. PAPER AND UNDERWINDOW SILL GRID LINE CUSTOM SILL PER INTERIOR DOCUMENTS INTERIOREXTERIOR 3X3 WOOD TRIM WITH SLOPEDTOP TO DRAIN TRIM PER INTERIOR DOCUMENTS WINDOW RE: WINDOW SCHEDULE IN-FILL W/ SPRAY FOAM INSULATION AND SHIM AS REQ'D WOOD SIDING RE: ELEVATIONS FOR TYPEAND LOCATION LAP BUILDING PAPER OVER 1ST LAYER OF WATERPROOF MEMBRANE LAP 2ND LAYER OF WATERPROOFMEMBRANE OVER 1ST LAYER ANDOVER 3D DRAINAGE MEDIUM ANDOVER BUILDING PAPER GRID LINE INTERIOREXTERIOR CUSTOM WOOD JAMB PER EXTENDEDWIDTH LAP 1ST LAYER OF WATERPROOF MEMBRANE OVER SHEATHING AND OVER NAILING FLANGE SEALANT JOINT AND BACKER ROD 3X3 WOOD TRIM TRIM PER INTERIOR DOCUMENTS WINDOW RE: WINDOW SCHEDULE IN-FILL W/ SPRAY FOAM INSULATIONAND SHIM AS REQ'D 3D DRAINAGE MEDIUM LAPS OVER BUILDING PAPER LAPS OVER TOP OF FLASHING 1 1/2" MIN LAP WATERPROOF MEMBRANEOVER NAILING FLANGE ANDCONTINUE UP UNDER FLASHINGAND UNDER BUILDING PAPER 3X3 WOOD TRIM GRID LINE CUSTOM JAMB PER EXTENDED DEPTH INTERIOR EXTERIOR FLASHING TO MATCH WINDOWCOLOR RE: SPEC HEADER RE: STRUCT. TRIM PER INTERIOR DOCUMENTS WOOD SIDING RE: ELEVATIONSFOR TYPE AND LOCATION WINDOW RE: WINDOW SCHEDULE WINDOW SET IN BED OF SEALANT SEE 1/A6.1 FOR TYP. EXT. STONE VENEER WALL ASSEMBLY 2" STONE RUBBLE TOP SILLSLOPED 10% MIN. TO DRAIN GRID LINE INTERIOREXTERIOR LAP WATERPROOF MEMBRANEOVER 3D DRAINAGE MEDIUMOVER BLDG. PAPER AND UNDERWINDOW SILL CUSTOM SILL PER INTERIOR DOCUMENTS TRIM PER INTERIOR DOCUMENTS WINDOW RE: WINDOW SCHEDULE IN-FILL W/ SPRAY FOAM INSULATION ANDSHIM AS REQ'D SEE 1/A6.1 TYP. EXT. STONE SIDING WALL ASSEMBLY LAP BUILDING PAPER OVER 1ST LAYER OF WATERPROOF MEMBRANE LAP 2ND LAYER OF WATERPROOF MEMBRANE OVER 1ST LAYER ANDOVER 3D DRAINAGE MEDIUM ANDOVER BUILDING PAPER GRID LINE INTERIOREXTERIOR LAP 1ST LAYER OF WATERPROOFMEMBRANE OVER SHEATHINGAND OVER NAILING FLANGE 1/4" SEALANT JOINT AND BACKER RODDO NOT LET MORTAR TOUCH WINDOW USE SANDED CAULK JOINT ATSTONE TO ADJACENT WINDOW CUSTOM WOOD JAMB PEREXTENDED WIDTH TRIM PER INTERIOR DOCUMENTS WINDOW RE: WINDOW SCHEDULE IN-FILL W/ SPRAY FOAM INSULATION AND SHIM AS REQ'D SEE 1/A6.1 FOR TYP. STONE VENEERWALL ASSEMBLY LAP WATERPROOF MEMBRANE OVER NAILING FLANGE AND CONTINUE UP UNDER FLASHING, UNDER C-CHANNEL AND UNDER BUILDING PAPER MC 12x20.7 C-CHANNEL STEEL HEADER PAINTED DARK BLUE/BLACK LAG BOLTED THROUGH CENTER OF C-CHANNELTO WINDOW HEADER RE: STRUCT. GRID LINE INTERIOR EXTERIOR HEADER RE: STRUCT. FLASHING TO MATCH WINDOW SEPARATE FROM STEEL HEADER WITH ICE AND WATER SHIELD ANDSEALANT. RE: SPEC 3D DRAINAGE MEDIUM LAPSOVER BUILDING PAPER LAPSOVER FLASHING AND CONT.UP WALL CUSTOM JAMB PER EXTENDED DEPTH TRIM PER INTERIOR DOCUMENTS PROVIDE WEEP AT TOP OF WINDOW PROVIDE 1X BACKER BOARDBEHIND STEEL HEADER1/8" FLASHING TO MATCH WINDOW SEPARATE FROMSTEEL HEADER WITH ICE AND WATER SHIELD ANDSEALANT. RE: SPEC PROVIDE SELF ADHERED BITUTHANE FLASING OVERT.O. FLASHING RE: SPEC PROVIDE WEEP SPACE WINDOW RE: WINDOW SCHEDULE STUFFED IN INSULATION AND SHIM AS REQ'D LAP WATERPROOF MEMBRANEOVER NAILING FLANGE ANDCONTINUE UP UNDER FLASHINGAND UNDER BUILDING PAPER INTERIOREXTERIOR HEADER RE: STRUCT. 4/4 X 6 WOODTRIM 5 1/2" SIDE MOUNT MANUAL ROLLER SHADEHUNTER DOUGLAS R8 PER OWNER VERIFY ALL DIMENSIONS WITH SHADEMANUFACTURER PROVIDE WEEP RE: 6/A8.1 FOR HEADER DETAIL INFORMATION BLOCKING AND 8" TIMBER LOCK SCREWS@ 12" O.C. MC 10 X 20.7 STEELDECORATIVE HEADER EXPOSEDBOLTS RE:ELEVATIONS AND STRUCTURE WINDOW RE: WINDOW SCHEDULE ROLLER SCREEN TO COIL TO THEROOM SIDE OF THE WINDOW TO AVOIDCONFLICTS WITH WINDOW HANDLE 4" 7/ 1 6 " 3 1 3 / 1 6 " 1/ 4 " GRID LINE WINDOW RE: WINDOW SCHEDULE WINDOW SET IN BED OF SEALANT SEE 1/A6.1 FOR TYP. COPPER PANELING WALL ASSEMBLY LAP WATERPROOF MEMBRANEOVER 3D DRAINAGE MEDIUM OVERBLDG. PAPER AND UNDERWINDOW SILL GRID LINE 4/4" CUSTOM WOOD STOOL WITH EASED EDGE INTERIOREXTERIOR SEPARATE COPPER PANELS FROM ALUMINUM CLAD WINDOWS W/ 1/4" SEALANTJOINT 1/ 4 " G A P CUSTOM SILL PER INTERIOR DOCUMENTS TRIM PER INTERIOR DOCUMENTS WINDOW RE: WINDOW SCHEDULE STUFFED IN INSULATION AND SHIM AS REQ'D SEE 1/A6.1 FOR TYP. COPPER PANELING WALL ASSEMBLY LAP BUILDING PAPER OVER 1ST LAYEROF WATERPROOF MEMBRANE LAP 2ND LAYER OF WATERPROOF MEMBRANE OVER 1ST LAYER AND OVER BUILDING PAPER GRID LINE INTERIOREXTERIOR LAP 1ST LAYER OF WATERPROOFMEMBRANE OVER SHEATHINGAND OVER NAILING FLANGE 1/4" SEALANT JOINT AND BACKER ROD 1/ 4 " G A P SEPARATE COPPER PANELS FROMALUMINUM CLAD WINDOWS W/ SEALANTAND ICE AND WATER SHIELD TYPE STRIPFLASHING CUSTOM WOOD JAMB PER EXTENDED WIDTH TRIM PER INTERIOR DOCUMENTS 3D DRAINAGE MEDIUM LAPS OVER WATERPROOFMEMBRANE AND BUILDING PAPER WINDOW RE: WINDOW SCHEDULE STUFFED IN INSULATION AND SHIM AS REQ'D SEE 1/A6.1 FOR TYP. COPPER PANELINGWALL ASSEMBLY 3D DRAINAGE MEDIUM OVERBUILDING PAPER LAPS OVERTOP OF FLASHING 1 1/2" MIN LAP WATERPROOF MEMBRANE OVER NAILING FLANGE AND CONTINUE UP UNDER FLASHING AND UNDER BUILDING PAPER GRID LINE INTERIOR EXTERIOR HEADER RE: STRUCT. 1/ 4 " G A P ALUMINUM FLASHING TO MATCH PANELSSEPARATE FROM COPPER PANELS WITH ICEAND WATER SHIELD AND SEALANT CUSTOM JAMB PER EXTENDED DEPTH TRIM PER INTERIOR DOCUMENTS PROVIDE WEEP Scale Drawn by Checked by Issue Date REVISION 3" = 1'-0" 10 / 1 0 / 2 0 1 3 2 : 1 4 : 2 2 A M A8.1 WINDOW AND DOOR DETAILS AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 3" = 1'-0"1 WINDOW SILL DETAIL @ WOOD SIDING 3" = 1'-0"2 WINDOW JAMB DETAIL @ WOOD SIDING 3" = 1'-0"3 WINDOW HEAD DETAIL @ WOOD SIDING 3" = 1'-0"4 WINDOW SILL DETAIL @ STONE VENEER 3" = 1'-0"5 WINDOW JAMB DETAIL @ STONE VENEER 3" = 1'-0"6 WINDOW HEAD DETAIL @ STONE VENEER 3" = 1'-0"7 WINDOW HEAD DETAIL @ POWER SHADES @ STONE VENEER 3" = 1'-0"8 WINDOW SILL DETAIL @ COPPER PANELING 3" = 1'-0"9 WINDOW JAMB DETAIL @ COPPER PANELING 3" = 1'-0"10 WINDOW HEAD DETAIL @ COPPER PANELING No.Revision Date Revision Description TELEPHONE/DATA GFI WP 220 TV FAN 3 D DUPLEX OUTLET SWITCHED OUTLET (ONE SIDE ONLY) GROUND FAULT INTERRUPT OUTLET WATER PROOF GFI OUTLET 220 OUTLET FLOOR MOUNTED DUPLEX TELEVISION / PROVIDE 2 RG-6 AND 2 CAT-V 2 CAT V TELEPHONE RECESSED DIRECTIONAL DOWN LIGHTFLAT OR SLOPED CEILING RECESSED 4-LIGHT MULTIPLEDIRECTIONAL DOWN LIGHT SURFACE MOUNTED FIXTURE @ WALL WALL MOUNTED UP LIGHT FIXTURE WALL MOUNTED STEP LIGHT FIXTURE SURFACE MOUNTED FLORESCENT SURFACE MOUNTED ON CEILING LED LIGHTING UNDER CABINET LIGHTING SURFACE MOUNTED FLORESCENT MOUNTED ABOVE DOOR HEAD JUNCTION BOX EXHAUST FAN SWITCH 3-WAY SWITCH / 4-WAY SWITCH DIMMER SWITCH (MAY BE SHOWN AS 3-WAY) MONOPOINT J-BOX MOTORIZED SHADE W/ BUILT-IN POCKET TRU- FIG DUPLEX OUTLETTF GENERAL NOTES: 1.LOCATION OF OUTLETS AND OTHER ELECTRICAL DEVICES IS DIAGRAMMATIC -- ACTUAL PLACEMENT OF ELEMENTS, WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE OF COLORADO, AND NATIONAL CODES AND ORDINANCES. 2.OUTLETS TO BE LOCATED HORIZONTAL AND CENTERED IN THE BASE BOARD, AND SWITCHES 42" ABOVE FINISHED FLOOR, UNLESS OTHERWISE SPECIFIED. AT LOCATIONS WHERE THIS IS NOT POSSIBLE, CONSULT THE ARCHITECT. 3.PROVIDE SMOKE DETECTORS AS REQUIRED. SMOKE DETECTORS WILL BE CONNECTED TO THE ALARM SYSTEM 4.ALL DIMENSIONS TO CENTER LINE OF FIXTURE. COORDINATE FIXTURE LOCATION WITH STRUCTURE AND TO ALIGN AND CENTER FIXTURES AS CLOSE AS POSSIBLE 5.PROVIDE GFI OUTLET IN EVERY VANITY @ ONE SINK IN CABINET, EXCEPT FOR POWDER ROOMS. 6.COORDINATE SWITCHED OUTLETS LOCATIONS AT VANITY WALLS AND FLOORS WITH FURNITURE PLANS AND INTERIOR DOCUMENTS 7.PROVIDE CARBON MONOXIDE DETECTORS THROUGHOUT THE HOUSE PER R315. CARBON MONOXIDE DETECTORS WILL BE CONNECTED TO THE ALARM SYSTEM. 8.OUTLETS ABOVE VANITIES TO BE VERTICAL WITH CENTERLINE AT 46" AFF EXCEPT AS NOTED. VERIFY LOCATION & HEIGHT WITH OWNER 9.VERIFY ALL APPLIANCE ELECTRICAL LOADS WITH OWNER SPECS. 10.PROVIDE POWER AS REQUIRED PER MECHANICAL CONTRACTOR AND SPEC. 11.PROVIDE POWER TO HOT TUB PER SPA TO BE USED 12.COORDINATE OUTLET W/ FURNITURE PLANS PER OWNER 13.COORDINATE KITCHEN POWER STRIP W/ OWNER AND PER SPEC - POWER STRIP TO BE LOCATED ON UNDERSIDE OF CABINET AT JUNCTURE WITH WALL 14.PROVIDE J-BOX FOR HEAT TAPE LOW ON WALL @ ALL DOWNSPOUT LOCATIONS 15.PROVIDE LIGHTING CONTROL SYSTEM AND LOW VOLTAGE CONTROL SYSTEM PER OWNER'S DIRECTION. 16.PROVIDE UNDERWATER WATER FEATURE LIGHTS AS SHOWN ON THE WATER FEATURE FLOOR PLAN Scale Drawn by Checked by Issue Date REVISION 1/4" = 1'-0" 10 / 1 0 / 2 0 1 3 2 : 1 4 : 2 3 A M A10.0 ELECTRICAL SCHEDULE AND NOTES AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/4" = 1'-0" ELECTRICAL LEGEND Lighting Fixture Schedule Type MarkTypeManufacturerModelType CommentsCount ARECESSED CAN LIGHT ADJUSTABLESISTEMALUX8110-120-1101 X 50W MR-16, HALOGEN LOW VOLTAGE, GU5, 3 BASE169 A2EXTERIOR RECESSED CAN LIGHTSISTEMALUXS.5861-19 1 X 35W HALOGEN MR-16 LOW VOLTAGE, GU5, 3 BASE14 A3RECESSED CAN LIGHT ADJUSTABLE- WET LOCATION CONTRAST LIGHTINGS41511 X 20W MR-1617 A4IMPACT RESISTANT RECESSED CAN 24 BRECESSED CAN MULTIPLE LIGHT ADJUSTABLE SISTEMALUX8140L-1104 X 50W MR-16, LOW VOLTAGE HALOGEN, GU5, 3 BASE110 CWALL SCONCE UP LIGHTBELFER6215 THE WEDGE100 W QUARTZ HALOGEN, WHITE10 DMAIN LEVEL POWDER SCONCEWALL MOUNTED SCONCE - CENTER OF BOX @ 5'-0" AFF2 D1ALLIE'S BATH SCONCE WALL MOUNTED SCONCE - CENTER OF BOX @ 5'-0" AFF2 D2EMMA'S BATH SCONCE WALL MOUNTED SCONCE - CENTER OF BOX @ 5'-0" AFF2 D3LOWER LEVEL POWDER SCONCEWALL MOUNTED SCONCE - CENTER OF BOX @ 5'-0" AFF2 D4EXERCISE BATH SCONCE WALL MOUNTED SCONCE - CENTER OF BOX @ 5'-0" AFF2 EEXTERIOR SCONCEHEVI LITEHL-374-BZ, MOUNTED @ 6'-0" ABOVE FINISHED FLOOR PAR-20 BRONZE POWDER COAT FINISH (BZ)4 FSURFACE MOUNTED FLORESCENT ABOVE DOOR- HIGH EFFICACY 24"-MOUNTED ABOVE DOOR WITH MOTION SENSOR2 GCOMPACT FLORESCENT - HIGH EFFICACY ACCENT LIGHTINGA-19 17 H1X4 FLORESCENT - HIGH EFFICACY 13 KLED ROPE LIGHT- HIGH EFFICACYJESCOFLEX- UPHOLED LINEAR LIGHTING STRIP, 18 LED LAMPS PER 1'13 LUNDER CABINET LED ROPE LIGHT- HIGH EFFICACY JESCOFLEX- UPHOLED LINEAR LIGHTING STRIP, 18 LED LAMPS PER 1'8 MMONOPOINT SURFACE MOUNTEDHEVI LITEHL-384-BZINTEGRAL LOW VOLTAGE TRANSFORMER, 50W MR-15, BI-PIN HALOGEN, BRONZE 2 PPENDANT LIGHTTECH LIGHTING700-FJ-CON-W-SLOW VOLTAGE CONE PENDANT, WHITE FINISH3 P2EMMA'S PENDANT LIGHT 2 P3PENDANT LIGHT LOW VOLTAGE CONE PENDANT, WHITE FINISH3 QSTEP LIGHT- HIGH EFFICACYDREAMSCAPESDL-126-LEDANCIENT BRONZE FINISH56 SLIGHTED MIRROR- HIGH EFFICACYSCOTT LAMP922824X40, (2) 14 W AND (2) 21 WATT T-5 LAMPS,AMOUNT OUTLET @ 5'-3" AFF @ CENTER OF MIRROR 8 TCABLE LIGHTING SYSTEMTECHLIGHTING LOW VOLTAGE CABLE LIGHT SYSTEM (6) K- HELLO HEADS PER CABLE, SATIN ALUMINIUM FOR 3 1/2" WIRE SPACING, MR16 50 W LAMPS FOR A 24 V SYSTEM. PROVIDE (2) SLIMLINE TURNBUCKLES IN SATIN NICKEL AND (2) POWERFEED TURNBUCKLES IN SATIN NICKEL. PROVIDE #10 GUAGE TIN PLATED COPPER "BARE CABLE " RATED FOR 600 W AT 12 V. PROVIDE SINGLE FEED 12 V 600 W TRANSFORMER 7 URECESSED FLOOR UP LIGHTDREAMSCAPESDL-130ANCIENT BRONZE FINISH10 VADJUSTABLE WALL MOUNT LAMPMOUNTED TO WALL ABOVE NIGHTSTANDS4 Grand total: 506 LIGHTING EFFICACY CALCULATIONS: PER SECTION R404.1 IN THE 2012 IECC A MINIMUM OF 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS, WITH THE EXCEPTION THAT LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO UTILIZE HIGH EFFICACY LAMPS. 506 TOTAL FIXTURES ARE PROPOSED WITH 421 BEING LOW VOLTAGE, PER THE EXCEPTION ABOVE 85 FIXTURES WILL BE USED IN THE CALCULATION. 2,351 LAMPS ARE PROPOSED IN PROJECT. 2,327 LAMPS ARE HIGH EFFICACY. 2327/2351=.989 98% OF THE LAMPS IN THE HOUSE ARE HIGH EFFICACY WHICH EXCEEDS THE REQUIREMENT OF 75% IN R404.1 IN THE 2012 IECC. No.Revision Date Revision Description 8 9 10 11 12 1314 20 21 29 30 31 32 33 34 35 36 40 41 42 4344 45 46 47 48 49 50 51 52 53 54 55 56 2 , &&- ( ! . ( ’ / , 3 , , ’ ) & ’ %. TV PED PHONE PED ’ ’ &1&&. , 4 5 6 7 89 2 , &&- ( ! . ( ’ / , 3 , , , , , , , ’ & # 1 " ! . , 4 : 3 7 + 9 ’ ’ &1&& . , 4 5 6 7 89 ’ ( &1 # ! 2 , && ( ! ( ’ , 3 61.58 61.31 59.43 59.3 57.42 51.38 51.46 53.33 53.42 55.3 55.38 57.25 50.0 51.5 50.0 51.5 50.0 51.0 52.5 55.33 60.5 50.0 50.0 55.5 53.83 53.5 (bw:51.5) 52.5 52.5 57.58 59.67 (tw: (tw (tw:5 bw:53.0 tw:52.5 4 2 50 56 8 0 56 58 60 60 58 82 5 0 %&’( E 6" < G B 9""2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " E6"< G B9""2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " % )) )- )’). )* %+%) %’%. %, %* %/ 0 + 0 ) 0 % 0 0 0 - 0 ’ 0 . 0 , 0 * -+ -) -% -0-- -/ ’+ ’) ’% ’0 ’.82 5 0 8255 8 2 6 0 <:5 $<:= <>>!8 4 :76 >8 ? *%’.&’ *%’’&- *%’.&% *%’’&, 4 D >2 "8 4 "! 7 E 8 4 "! 4 D >2 "8 4 "! A4.2 A4.2 2 1 A4.1 1 A4.1 2 A4.3 1 A4.3 3 A4.3 2 1 2 3 4 5 6 7 9 10 A B D E F G H I C 8 3A 5A 7A 1A 2A 4A 6A AA BB CC DD EE 4 A5.1 3 A5.1 2 A5.1 1 A5.1 1 A5.2 2 A5.2 3 A5.2 4 A5.21 A5.3 2 A5.33 A5.34 A5.3 5 A5.3 1 A5.4 2 A5.4 3 A5.4 SPORT COURT 001 STORAGE 002 STORAGE 003 ELEVATOR MECH. 004 EXERCISE ROOM 005 EXERCISE BATHROOM 006 W.C. 007 STEAM ROOM 008 REC ROOM 009 PASS THROUGH BAR 010 BATHROOM 011 GUEST ROOM #2 012 GUEST CLST 013 GUEST BATHROOM #2 014 GUEST ROOM #1 016 GUEST BATH #1 017 W.C. 018 GUEST CLOSET 019 MECHANICAL 020 A/V CLOSET 021 OPEN AREA 023 LAUNDRY / CHANGING 024 ELEVATOR 025 4' - 8"26' - 0"6' - 8"17' - 0"8' - 6"17' - 10"4' - 5 1/2"15' - 9 1/2"2' - 3" 23 ' - 6 1 / 2 " 10 ' - 9 " 4' - 0 " 1' - 9 " 2' - 0 " 11 ' - 8 " 5' - 4 " 1' - 0 " 3 ' - 0 " 2' - 6 " 1 7 ' - 1 0 3 /1 6 " 2 ' - 6 " 5' - 0 " 2 ' - 6 " B.O. GWB A.F.F. 8' - 6" B.O. GWB A.F.F. 8' - 6" 90.0° T.O. DECKING A.F.F. 9' - 7 7/8" B.O. GWB A.F.F. 9' - 9" B.O. GWB A.F.F. 8' - 6" B.O. GWB A.F.F. 10' - 10 7/8" B.O. GWB A.F.F. 8' - 6" B.O. GWB A.F.F. 9' - 9" B.O. GWB A.F.F. 9' - 4 7/8" B.O. GWB A.F.F. 10' - 6 3/8" (2) CAN LIGHTS IN CEILING ABOVE (2) CAN LIGHTS IN CEILING ABOVE (1) CAN LIGHT IN CEILING ABOVE C L G F A N C L G F A N (1) CAN LIGHT IN CEILING ABOVE INFRATECH FLUSH MOUNTED CLG HEATER (2) INFRATECHFLUSH MOUNTED CLG HEATERS A3 A3A AA A A3 A3 B.O. GWB A.F.F. 8' - 6" A A FAN FA N FAN F A N F A N AB G B AA A A TVTV TV TV TV T V TV GD REF GFI GF I GF I A A A AAA G B.O. GWB A.F.F. 8' - 6" S S S A3 A3 AA L B B B B B A3 A3 A A D3 D3 AA 22 0 GFI GFI W P D W R E F B B B B B B B B B B A A A A A B B B B A A A A A A A A A K U U L A B B AAMICROP3 P3 P3 G G G B.O. GWB A.F.F. 8' - 6" B.O. GWB A.F.F. 9' - 10 7/8" B.O. DECKING A.F.F. 10' - 1 7/8" B.O. GWB A.F.F. 10' - 4 3/8" B.O. GWB A.F.F. 9' - 10 7/8" T.O. DECKING A.F.F. 10' - 2 3/4" H H A2 A2 A2 A2 A2 A2 T V W P Q Q Q QQ Q Q Q Q Q Q Q D4 D4 A A A A A3 A3 K LED LIGHT UNDER BENCH OVERHANG G F I REF A A A A B B B B B B B A AA A A A B B SEE SECTIONS FOR CEILING HEIGHTS A4 EQ EQ EQ EQ EQ A4 A4 A4 EQ EQ EQ EQ EQ A4A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4A4 Scale Drawn by Checked by Issue Date REVISION 1/4" = 1'-0" 10/10/2013 2:14:36 AM A10.1 LOWER LEVEL RCP AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET No.Revision Date Revision Description %&’( E 6" < G B 9""2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " E6"< G B9""2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " % )) )- )’). )* %+%) %, %* 0 + 0 ) 0 % 0 0 0 - 0 ’ 0 . 0 , 0 * -+ -) -% -0-- -/ ’+ ’) ’% ’0 ’.82 5 0 8255 8 2 6 0 ;; <:5 $<:= <>>!8 4 :76 >8 ? *%’.&’ *%’’&- *%’.&% *%’’&, "9 4 D >2 "8 4 "! 7 E 8 4 "! 4 D >2 "8 4 "! A4.2 A4.2 2 1 A4.1 1 A4.1 2 A4.3 1 A4.3 3 A4.3 2 1 2 3 4 5 6 7 9 10 A B D E F G H I C 8 3A 5A 7A 1A 2A 4A 6A AA BB CC DD EE 4A5.1 3 A5.1 1 A5.1 1 A5.2 2 A5.2 3 A5.2 4 A5.21 A5.3 2 A5.3 3 A5.3 4 A5.35 A5.3 1 A5.4 2 A5.4 3 A5.4 1 1/2" / 12" T.O. DECKING A.F.F. 10' - 6 1/4" T.O. GWB A.F.F. 12' - 11 7/8" T.O. GWB A.F.F. 15' - 11 3/8" 4' - 8"26' - 0"6' - 8"17' - 0"8' - 6"17' - 10"4' - 5 1/2"15' - 9 1/2"2' - 3" 23 ' - 6 1 / 2 " 10 ' - 9 " 4' - 0 " 1' - 9 " 2' - 0 " 11 ' - 8 " 5' - 4 " 1' - 0 " 3' - 0 " 2 ' - 6 " 1 7' - 1 0 3 /1 6 " 2' - 6 " 5' - 0 " 2 ' - 6 " 4 ' - 9 5 / 8 " 7' - 6 3 / 1 6 " 5' - 0 " 2 ' - 6 " GARAGE 101 MUDROOM 102 LAUNDRY ROOM 103 FAMILY OFFICE 108 PANTRY 105 SECONDARY KITCHEN 104 POWDER 107 KITCHEN 106 HEARTH ROOM 109 BREAKFAST NOOK 110 ENTRY 111 ENTRY CLST. 112 DINING ROOM 113 BAR 114 LIVING ROOM 115 ELECTRICAL CLOSET 118 POWDER 116 ELEVATOR 117 B.O. GWB A.F.F. 9' - 8 1/8" B.O. DECKING A.F.F. 10' - 2 3/4" 2 ' - 6 " E Q E Q E Q EQ EQ EQ EQ EQ EQ EQ EQ EQ B C C C C C B A A A A A A CCCCC B B B B B B PPP A A A A AAA A AA A A BB B B B B E E E AAA E B A A B A B B B A A A A A A A A A A A B B B B B B B A A A A B B B B B B B B K K K LED LIGHTING COVE A2 A2 C L G F A N C L G F A NA2 A2 A2 A2 A2 A2 Q Q Q Q Q Q Q MM Q Q J-BOX J-BOX K K LED LIGHTINGCOVE G U U U U U U U U U U B.O. DECKING A.F.F. 9' - 11 3/4" F A N D D SWITCHES NOT SHOWN THIS LEVEL. SWITCHES TO BE COORDINATED W/ AV CONSULTANT AND LIGHTING CONTROL SYSTEM. SWITCHES TO BE PLACE PER CODE DISHWASHER FRIDGE TF TF TFTF HOOD WP 2 MOTORIZED SHADE FOR EA. LOCATION - (1) MOTOR @ LOWER LIFT AND SLIDE DOORAND (1) MOTOR @ UPPER WINDOW 100 64 2 MOTORIZED SHADE FOR EA. LOCATION - (1) MOTOR @ LOWER WINDOW AND (1)MOTOR @ UPPER WINDOW 100 64 64 64 64 64 64 64 TF TV TF T F G F I/T F B.O. GWB A.F.F. 8' - 6" A A A A Q L L T F T F T F T F GD 220 G A S T F T F P A S T A D W G D D W T F G F I/T F T F T V TV G D GAS T F TELEPHONE/ DATA TELEPHONE/ DATA TELEPHONE/DATA TELEPHONE/ DATA B.O. DECKING A.F.F. 10' - 2 3/4" T ELEPHONE/ DATA B B A A A A A B B 100 100 64 64 100 100 64 64 64 64 64 A A B B A BB L LSTOR. 117 A S GD GFI GFI 220 GAS ELECTRIC AND LIGHTING CONTROL PANEL LOCATION FAN F B GFI A B A (2) INFRATECHFLUSH MOUNTED CLG HEATERS (2) INFRATECH FLUSH MOUNTED CLG HEATERS (4) INFRATECH FLUSH MOUNTED CLG HEATERS PROVIDE (1) LAYER OF 5/8" TYPE XGYP @ ALL GARAGE WALLS ANDCEILING ADJACENT TO HABITABLEAREA B BB B A A A AA A 220 220 GFI F B.O. GWB A.F.F. 8' - 6" B.O. GWB A.F.F. 8' - 6" B.O. GWB A.F.F. 8' - 6" B.O. GWB A.F.F. 8' - 6" B.O. GWB A.F.F. 10' - 0 7/8" GARAGE DOOR GARAGEDOOR H H J-BOX H H 3' - 0 " 3' - 0 " H H 10' - 5 1/2"10' - 5 1/2" H H H H H 8 3/4"3' - 9 13/16"3' - 9 13/16"3' - 9 13/16"3' - 9 13/16"3' - 9 13/16" 1' - 3 3/16"2' - 6 5/8" 8 3/4" 3' - 9 13/16"3' - 9 13/16"3' - 9 13/16" 1' - 3 3/16" 2' - 6 5/8"8 3/4" 64 T V Scale Drawn by Checked by Issue Date REVISION 1/4" = 1'-0" 10/10/2013 2:14:58 AM A10.2 MAIN LEVEL RCP AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/4" = 1'-0"1 MAIN LEVEL REFLECTED CEILING PLAN No.Revision Date Revision Description E 6" < G B 9 "" 2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " E6"< G B 9""2 E6"<G9>#$8>A7#9>4 E 6 "<G 4 ":$8 H :H 8 B >9 "8 9 :2 B " E 6 "<G 4 ":$8 H @ H 8 B >9 "8 9 :2 B " % )) )- )’). )* %+%) %-%’%. %, %* 0 + 0 ’ 0 . 0 , 0 * -+ -) -% -0-- -/ ’+ ’) ’% ’0 8255 8 2 6 0 <:5 $<:= <>>!8 4 :76 >8 ? *%’.&’ *%’’&- *%’.&% *%’’&, A4.2 A4.2 2 1 A4.1 1 A4.3 1 A4.3 3 A4.3 2 B.O. GWB A.F.F. 7' - 5 1/8" 2" / 12" 1 1/2" / 12" 1 1 /2 " / 1 2 " 1 1/2" / 12" 1 1/2" / 12" 2" / 12" 1 2 3 4 5 6 7 9 10 A B D E F G H I C 8 3A 5A 7A 1A 2A 4A 6A AA BB CC DD EE 4 A5.1 3 A5.1 2 A5.1 1 A5.1 1 A5.2 2 A5.2 4 A5.21 A5.3 2 A5.33 A5.3 4 A5.3 5 A5.3 1 A5.4 2 A5.4 3 A5.4 1 1 /2 " / 1 2 " 23 ' - 6 1 / 2 " 10 ' - 9 " 4' - 0 " 1' - 9 " 2' - 0 " 11 ' - 8 " 5' - 4 " 1' - 0 " 4' - 9 5 / 8 " 7 ' - 6 3 / 1 6 " 5 ' - 0 " 2' - 6 " 3' - 0 " 2' - 6 " 1 7 ' - 1 0 3 /1 6 " 2 ' - 6 " 5' - 0 " 2' - 6 " 4' - 8"26' - 0"6' - 8"17' - 0"8' - 6"17' - 10"4' - 5 1/2"15' - 9 1/2"2' - 3" MASTER BEDROOM 201 MASTER BATHROOM 202 W.C. 203 W.C. 204 ERIC'S CLOSET 205 SARA'S CLOSET 206 EMMA'S ROOM 207 ERIC'S OFFICE 210 POWDER 211 MICHAEL'S ROOM 212 MICHAEL'S BATH 213 MICHAEL'S CLST. 214 ALLIE'S ROOM 215 ALLIE'S BATH 216 ALLIE'S CLST. 217 EMMA'S BATH 208 EMMA'S CLST 209 STORAGE 218 ELEVATOR 219 1 1 /2 " / 1 2 " 5' - 0 " T T A A B B G V V OUTLETS MOUNTED ABOVE NIGHTSTAND TF GFI FAN F A N F A N FAN FAN FAN A3AA A A B B A A A TF D1D1 D2D2 64 64 646464 64 6464 J-BOX J-BOX B.O. GWB A.F.F. 9' - 9 5/8"B.O. GWB A.F.F. 11' - 8 1/2" 1 1/2" / 12" B.O. GWB A.F.F. 8' - 6" B.O. GWB A.F.F. 10' - 0" B.O. DECKING A.F.F. 8' - 10 5/8" B.O. DECKING A.F.F. 7' - 3 1/4" B A A AA A A AA A B B T F T F T F TF TF TF TF B B B.O. GWB A.F.F. 8' - 6" B.O. DECKING A.F.F. 8' - 10 1/8" B.O. DECKING A.F.F. 11' - 3" G 1 1 /2 " / 1 2 " [No Slope] B.O. GWB A.F.F. 7' - 6" B.O. GWB A.F.F. 8' - 5 1/2" B.O. GWB A.F.F. 8' - 6" B.O. GWB A.F.F. 8' - 6" SKYLIGHT MECH. CHASE T T A AV V B S A A A3 B B B B A B B B A B B B B B A AB B A A A A K L TV TELEPHONE/DATA TELEPHONE/ DATA TELEPHONE/ DATA TELEPHONE/ DATA T V G F I OUTLETS MOUNTED ABOVE NIGHTSTAND T F T F T F T F T F T F G FI T F TV TELEPHONE/ DATA FAN IN WALL T S 8' - 6" G A A B.O. GWB A.F.F. 9' - 0" A A T T B.O. GWB A.F.F. 12' - 1 3/8" B P2 P2 A A A3 TELEPHONE/DATA TV GFI 2" / 12" G G G J-BOX AAB B B B A A A A TFTF TF TF TF TF REF TV TV TELEPHONE/DATA OUTLETS MOUNTED ABOVE NIGHTSTAND OUTLETS MOUNTED ABOVENIGHTSTAND SWITCHES NOT SHOWN THIS LEVEL. SWITCHES TO BE COORDINATED W/ AV CONSULTANT AND LIGHTING CONTROL SYSTEM. SWITCHES TO BE PLACE PER CODE B.O. GWB A.F.F. 9' - 0" B.O. GWB A.F.F. 10' - 3 7/8" B.O. GWB A.F.F. 13' - 1 7/8" B.O. GWB A.F.F. 8' - 6" G G G G A A A AB.O. GWB A.F.F. 8' - 6" B.O. GWB A.F.F. 8' - 6" A3 A3 1/8" / 12"8' - 0" S S A A A A A3 A3A A AA TF GFI/TF GFI/TF 220 T F T F T Q Q Q Q Q Q W P WP 64 64 64 64 64 64 64 64 64 64 64 64 64 64 100 64 64 64 64 64 64 64 64 Scale Drawn by Checked by Issue Date REVISION 1/4" = 1'-0" 10/10/2013 2:15:10 AM A10.3 UPPER LEVEL RCP AG HB RE S N I C K R E S I D E N C E 10-09-13 Va i l V i l l a g e S u b d i v i s i o n , F i l i n g N o . 7 , B l o c k 5 , L o t 2 10 2 7 P t a r m i g a n R o a d , V a i l , C O 8 1 6 5 7 BUILDING PERMIT SET 1/4" = 1'-0"1 UPPER LEVEL REFLECTED CEILING PLAN No.Revision Date Revision Description 10/9/13 10/9/13 10/9/13 10/9/13 10/9/13 10/9/13 10/9/13 10/9/13 10/9/13 General 1.Immediately notify the engineer of any discrepancies. 2.It shall be assumed that all subcontractors are experienced and thoroughly knowledgeable in their respective areas of the construction industry and shall perform in a responsible manner in an appropriate construction sequence. 3.Do not scale drawings. Verify dimensions in field prior to commencement of work. 4.It is the intent of these drawings and specifications to establish a standard of quality. The engineer reserves the right to take exceptions to approve methods and materials not reflected herein. 5.Failure to order, or release order, for materials and/or equipment will not be accepted as a reason to substitute alternate materials, equipment, or installation methods. 6.Work shall be performed in a workmanlike manner to the satisfaction of the architect & the engineer. 7.Labor, materials, and equipment shall conform to the latest applicable editions of local, State of Colorado, and National Codes and ordinances. If conflict between those publications exists, the most stringent requirement shall apply. 8.Provide record drawings to architect. Drawings shall include all addendum items, change orders, alterations, re-routings, etc. 9.The drawings show the intent of the mechanical systems but do not show all details required. It is the responsibility of the contractors to install complete & operable systems, which conform to the manufacturers' installations instructions & industry standards. 10.Systems shall be tested for proper operation. If tests show work is defective, contractor shall make corrections necessary at no cost to owner. 11.It is the contractors' and manufacturers' responsibility to assure themselves that the code authorities will approve any product to be installed on the project. 12.Provide necessary trenching, backfill, excavation, supports, piping, insulation, saw cutting and patching, concrete/paving, etc., as required. Backfill trenches in 6” layers and to 90% compaction and patch to match existing grade. 13.Systems shall be professionally labeled. Piping shall be labeled with color coded commercial grade labels indicating piping service and flow direction. Equipment, pumps and valves shall be labeled with engraved plastic or metal tags and an equipment/valve schedule shall be provided and mounted on the mechanical room wall. Equipment labels shall follow the same nomenclature as the mechanical drawings. 14.Provide 4” high level concrete equipment pads beneath floor mounted mechanical equipment as shown on plans. 15.See architectural reflected ceiling plan for all ceiling penetrations. 16.Coordinate architectural, structural, electrical, landscaping, fire protection, and interior design drawings with mechanical drawings prior to installation. 17.Offset piping, ductwork, etc. as necessary to accommodate structure, beams, columns, and existing equipment. 18.Verify exact locations of existing and new underground utilities, piping, and raceway systems prior to trenching. Contractor shall obtain and verify exact utility company drawings and requirements. 19.Contractor must carefully verify electrical service voltage and phase available before ordering any equipment. Shop Drawings 20.Submit entire HVAC and plumbing shop drawing submittal data at one time. Submittal to be bound in three-ring binders, indexed in a neat and orderly manner. Partial submittals will not be accepted. Submittals shall include, but not be limited to: equipment, fixtures, insulation, diffusers, pumps, fans, piping, valves, boilers, and heat pumps. 21.Provide with shop drawing submittal, 1/4" scale layout drawings of rooms with mechanical equipment, piping and ductwork. Layouts shall show locations of mechanical systems and shall be coordinated with plumbing, fire protection, and electrical systems. Equipment shall be drawn to scale. Insulation 22.Insulate all new heating water, chilled water, domestic hot water, domestic cold water, domestic hot water recirculation, radiant floor (mains and runouts to areas being heated) and snowmelt piping (mains and runouts to areas being heated) with U.L. approved, white, all service, glass fiber, snap-on, pipe insulation. Minimum R-Value of 3.0 for all piping. Insulate fittings with glass fiber blanket insulation and premolded PVC covers. Cover outdoor chilled water piping insulation with aluminum jacket. The jacket shall be held in place by a continuous friction type joint, providing a positive weather seal over the entire length of jacket. The circumferential joints shall be secured with preformed aluminum jackets, two-piece elbows, and flange covers, secured with steel bands.Piping outside of mechanical room may be insulated with Armaflex. 23.Insulation shall be installed under all radiant heated floors on slab. R-15 minimum. 24.Insulation shall be installed under all exterior snowmelt areas. Insulation shall be minimum R-10 "blue board" foam insulation, 2" thick. Insulation must have pressure rating suitable for application. 25.Insulation for all types of piping shall be carried full size through pipe hangers or pipes shall be supported with vibration clamps. 26.Internally line all new rectangular ductwork (unless noted otherwise) with 1/2" thick, 1-12 lb. per cubic foot, U.L. rated, glass fiber insulation with a continuous vapor barrier. 27.Externally wrap all unlined ductwork with 2” thick insulation with a continuous vapor barrier. Minimum R-Value of 6.0. 28.Insulate transfer ducts with 1/2” thick, 2 PCF glass fiber duct liner - Owens Corning "Aeroflex" or equivalent. Piping 29.All buried pipe shall be surrounded with 4" of clean sand. 30.Domestic Hot, Cold & Recirculation piping inside building - Type 'L' copper, wrought copper fittings, and no lead solder. Provide alternate for PEX piping. 31.Waste piping (above ground) - Standard weight, C.I. soil pipe, and fittings, or hubless, C.I. soil pipe and fittings. 32.Waste piping (below grade) - Schedule 40 ABS-DWV plastic pipe and fittings (ASTM D2661) or Schedule 40 PVC-DWV plastic pipe and fittings (ASTM D2665). All pipe and fittings shall bear NFS-DWV mark and shall be joined with solvent weld joints as recommended by the manufacturer. 33.Vent piping - Schedule 40 ABS-DWV plastic pipe and fittings (ASTM D2661) or Schedule 40 PVC-DWV plastic pipe and fittings (ASTM D2665). All pipe and fittings shall bear NFS-DWV mark and shall be joined with solvent weld joints as recommended by the manufacturer. 34.Heating & Chilled Water piping - Piping inside of mechanical room shall be type 'L' copper, wrought copper fittings, and no lead solder. Piping outside of mechanical room may be PEX-a piping (Note that pipe sizes shown on plans are copper sizes. If PEX is used, then piping must be upsized 1 pipe size. i.e. 3/4" copper is equivalent to 1" PEX.). 35.Snowmelt Piping - Piping inside of mechanical room shall be type 'L' copper, wrought copper fittings, and no lead solder. Piping outside of mechanical room may be PEX-a piping. Buried piping may be Pre-insulated PEX piping (Rehau, Urecon, Uponor or equal). Bury minimum 4' deep and surround with 4" of clean sand. (Note that pipe sizes shown on plans are copper sizes. If PEX is used, then piping must be upsized 1 pipe size. i.e. 3/4" copper is equivalent to 1" PEX.). 36.Drain Pan & Cooling Coil Condensate Piping - Type 'M' copper, wrought copper fittings, and no lead solder OR Schedule 40 PVC-DWV plastic pipe and fittings (ASTM D2665). 37.Condensing Boiler Condensate shall be neutralized via a neutralization basin before discharge into building drainage system. Condensate piping shall be PVC or other approved material suitable for pH levels of 3. 38.Gas Piping - Schedule 40 black steel pipe, 150 lb. malleable iron screwed fittings on above ground pipe, welded fittings with all piping coated and wrapped on buried pipe. CSST pipe is prohibited, except for final connections to appliances. 39.Gas Valves - Lubricated plug valve 175 lb. W.O.G. iron screwed or flanged. 40.Copper pipe Valves and Specialties: Gate Valves:Bronze, Class 125, 200 lb. W.O.G. Ball Valves:Bronze, Class 125, 200 lb. W.O.G. Check Valves:Bronze, Class 125, 200 lb. W.O.G. Balancing Valves:125 psig w.p. for 250F service tight shut-off, Illinois dual-purpose, balancing/shut-off valve,Hoffman, Sarco, or equivalent. 41.Support pipe with rod and clevis or clamps. No pipe tape allowed. 42.Provide expansion joints or loops on all heating water piping runs in excess of 50'. 43.Dielectric Unions - Furnish and install a dielectric union at all connections where non-ferrous material is in contact with ferrous material and fluid in not protected with corrosion inhibitors. 44.Grade and valve all heating water piping with ¾” hose end valves to permit drainage of the system. Vent all high points in equipment rooms as necessary with automatic air vents piped to convenient drain. All high points in system outside of equipment rooms with manual air vents as required to relieve air in the system. 45.Provide plastic grommets on all heated fluid water piping passing through wood joists and studs. Antifreeze Solutions 46.Fill central boiler system with 20% propylene glycol / 80% water solution, by volume, for freeze protection to 19°F and burst protection to 9°F. Include corrosion inhibitors. 47.Fill chiller system with 40% propylene glycol / 60% water solution, by volume, for freeze protection to -7°F and burst protection to <-60°F. Include corrosion inhibitors. 48.Fill snowmelt boiler system with 50% propylene glycol / 50% water solution, by volume, for freeze protection to -28°F and burst protection to < -60°F. Include corrosion inhibitors. 49.DILUTION WATER QUALITY: Contractor shall be responsible for testing the water and submitting a report to the Owner & Engineer, prior to system fill. "Hard" water shall not be used. The water used to dilute the concentrated inhibited glycol-based heat transfer fluid must be either distilled, deionized, or contain less than 25 ppm of chloride, 25 ppm of sulfate, 50 ppm of calcium, and 50 ppm of magnesium, with a total hardness not to exceed 100 ppm. If good quality water is unavailable, the manufacturer of the glycol product will provide the heat transfer fluid and water to meet the specifications of the system. Ductwork 50.Duct sizes shown on drawings are outside (sheet metal) duct dimensions. 51.All ductwork shall be constructed from minimum 26 gauge thickness sheetmetal per SMACNA standards. 52.All ductwork shall be sealed airtight with duct mastic. Where used, duct tape shall be listed and labeled in accordance with UL 181. 53.All returns shall be ducted. Panning of stud cavities, joist bays, etc. is not allowed. 54.Provide 1/4" galvanized mesh screen on all combustion air ducts or openings. 55.Seal all ductwork joints and vapor barrier penetrations at all exterior walls. 56.Ducts and piping penetrating through roof shall have roof flashing with caulk type counter flashing sleeve or by method acceptable by roofing manufacturer. Installation shall be watertight. 57.Provide backdraft dampers at any and all ductwork penetrations through exterior wall (except outside air and combustion air ductwork). 58.Provide turning vanes in all mitered rectangular elbows. 59.Provide volume dampers at all accessible round duct take-offs. 60.Make all final connections to supply GRD's with acoustic flexible duct. Minimum length shall be 4 feet. Maximum length shall be 6 feet. 61.All ductwork or surfaces which are visible behind a grille, register, diffuser or louver shall be painted flat black. 62.All dryer vents and bathroom exhaust ducts shall be rigid galvanized round duct. 63.Sheet metal and fittings to be pursuant to SMACNA and ASHRAE standards. 64.Contractor to coordinate exact location of grilles and registers before installation. 65.Seal off all ducts during construction. 66.Back Draft Dampers: Furnish and install, at locations on plans or in accordance with schedules, dampers meeting the following specifications: Dampers shall be of the two-blade design with separate axles. Blades shall be retained in closed position with tensioned spring. Spring shall be easily field adjustable for any orientation mounting. Spring adjustment will allow for field setting of pressure to open damper. Frame shall include rolled stiffener beads to allow easy sealing to spiral ductwork joints. Dampers shall include vinyl foam blade seal. Frames shall have no holes or openings to allow air through damper frame. Damper shall in all respects be equivalent to Ruskin model BDR2. 67.Motor Operated Dampers (Round): Furnish and install, at locations shown on plans or in accordance with schedules, dampers meeting the following specifications: Dampers shall be of the butterfly type consisting of circular blade mounted to a shaft. Inside frame surface shall be clean and smooth with no blade stops or similar inward projections. Frames shall include rolled stiffener beads to allow easy sealing of spiral ductwork joints. Dampers shall include a firm, fine cell foam seal sandwiched between two blades. Leakage through the damper in the closed position shall not exceed .15 scfm per inch of blade circumference at a pressure differential of 4" w.g. Leakage through the bearings shall be less than 1 4 cfm at 4" static pressure. Damper frame and blade shall be fabricated from galvanized steel. Material thickness shall be at least equivalent to Ruskin Manufacturing model CDRS25 standard construction. 68.Motor Operated Dampers (Rectangular): Furnish and install, at locations shown on plans, or in accordance with schedules, control dampers that meet the following minimum construction standards. Frame shall be 16 gage (1.6) galvanized steel structural hat channel with tabbed corners for reinforcement. The blades shall be single skin, 16 gage (1.6) galvanized steel with three logitudinal grooves for reinforcement. Bearings shall be corrosion resistant, molded synthetic sleeve type turning in an extruded hole in the damper frame. Axles shall be square or hexagonal positively locked into the damper blade. Linkage shall be concealed out of airstream, within the damper frame to reduce pressure drop and noise. Submittal must include leakage, pressure drop, maximum velocity and maximum pressure data based on AMCA Publication 500. Dampers shall be in all respects equivalent to Ruskin Model CD35. Controls 69.Mount all thermostats, temperature sensors, and humidistats 5'-0" above finished floor. 70.Thermostats & remote temperature sensors shall not be installed above heat emitting equipment, including wall mounted touch screen controls and light pad controls. Do not mount on exterior walls or above/below forced air supply registers. 71.All thermostats shall have a temperature range suitable for the application and have adjustable set points. The thermostats shall be able to display temperature setpoint and room temperature. All thermostats shall be approved by the owner. 72.Freeze Detection Thermostats. Each supply system with water coils taking outside air shall have a freeze detection thermostat located on the downstream side of the coil. Thermostats shall be of adjustable electric contact type, silver plated, manual reset with 20' flexible sensing bulb of increment type with any section capable of actuating mechanism on temperature drop below set point, thermostat shall stop fan(s) and close outside air damper. They shall have an isolated set of contacts for alarm system. 73.Install emergency gas shutoff switch inside mechanical room containing boilers. Switch plate shall be red in color and labeled “GAS BURNER EMERGENCY SWITCH”. Switch shall be compliant with Section 1006.8 of the 20129 IMC. Refer to electrical drawings for additional information. 74.See Sequence of Operation sheet M4.0 for additional control information. Balancing 75.Air and water flows must be balanced, and fan belts, pumps, and drive systems adjusted as required. Balance contractor shall furnish subsequent air balances after acceptance of the building. Air balancing shall include balancing of supply air, return air, exhaust air, and outside air. 76.Submit a written balance report. Balancing procedures shall be in accordance with NEBB or AABC guidelines for proportional balance. Submit report on standard NEBB forms. 77.Airside measurements shall include all motor amperage, voltage readings, motor RPM, fan RPM, fan CFM, fan inlet static pressure, fan outlet static pressure, and exhaust grille CFM. 78.Hydronic measurements shall include all motor amperage, voltage readings, motor RPM, pump RPM, pump GPM as calculated from the pump curve, inlet and outlet pressures at pumps, and temperature and pressure drop at all coils. 79.Adjust flows to within 10% of required quantity. If actual quantity is less than 90% of design, investigate cause, attempt to rectify and notify engineer. Submittal of balance report with less than required flows without explanation is cause for rejection of report. 80.Submit three copies of all submittals in addition to any required by the contractor. These copies shall be retained by the owner, contractor and engineer. Radiant & Snowmelt 81.Radiant floor tubing shall be 1/2" nominal diameter. Snowmelt tubing shall be 5/8" diameter. All tubing shall be PEX-a crosslinked polyethylene with an oxygen diffusion barrier, manufactured by the Engle method. 82.Piping shall be installed in continuous loops, no splices allowed. The maximum loop lengths are specified in the radiant & snowmelt zone schedules on the plans. Tubing loops off each manifold shall be installed in equivalent lengths (plus/minus 5%). 83.The contractor shall install manifolds as provided by the tubing manufacturer. The manifolds shall consist of a return header (including: balancing valve for each loop, compression fitting to receive tubes and air vent) and supply header (including: manual shut-off valve for each loop and compression fitting to receive tubes). Vibration Isolation 84.Where specified, duct-to-fan connections shall be made with flexible canvas duct connector material. Provide duct alignment within 1/2" at the fan collar and duct collar. 85.Where specified, spring vibration isolators for support of equipment shall be properly aligned so that support rod does not contact spring housing. IECC Requirements 86.Refer to REScheck report by Rader Engineering for complete list of 2012 IECC requirements. 87.Blower door testing shall be performed by an approved third party, per 2012 IECC section R402.4.1.2. A written report of the results of the test shall be submitted to the building department. Air leakage rate shall not exceed 3 ACH when the blower door is operating at a pressure of 50 Pa. 88.Swimming pools and in-ground spas: 88.1.Heaters shall have a readily accessible on/off switch. 88.2.Heaters operating on natural gas or LPG shall have an electronic pilot light. 88.3.Schedule-capable automatic on/off timer switches shall be installed on heaters and pumps. 88.4.Heated pools and spas shall have a vapor retardant cover. 89.A permanent REScheck certificate shall be provided on or in the electrical distribution panel listing the predominant insulation R-values, window U-factors, type and efficiency of space conditioning and water heating equipment, and results from any required duct system and building envelope air leakage testing. The certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label, or other required labels. Mechanical Specifications 1.Control System a.Control system shall be Tekmar TN4 system with TekmarNet compatible components. b.Provide (1) Tekmar 482 Gateway with RS232 serial communication to the Home Automation System (HAS) (Savant installed by others). Savant to provide remote access via the internet with occupied/unoccupied functions. c.Provide (1) Tekmar 422 universal reset module,(2) Tekmar 335 zone managers and (2) Tekmar 325 zone modules for a total capacity of 24 zones. Refer to M0.1 for actual number of zones. d.Tekmar TN4 system shall control central boiler plant (including water heaters and recirc pump), snowmelt, kitchen make-up air, fireplace make-up air, radiant floor, fan coils, pool heating, spa heating, and snowmelting. e.Include (1) Tekmar 480 User Switch which allows the Savant system to change scenes. Possible scene settings are "Normal" and “Away”. 2.Thermostats a.See “Thermostat Schedule” on sheet M0.1 to determine which stats perform which functions. Thermostats shall be Tekmar communicating type, compatible with TN4, unless noted otherwise. Thermostats will control radiant floors and fan coils. b.Tekmar TN4 thermostats shall be located remotely from the zones and shall each have (1) Tekmar 084 flush mounted indoor sensor located in the zone (unless noted otherwise). Savant shall display virtual thermostats on Savant touch screens, including zone name, zone setpoint, and zone temperature. c.Cabinet unit heaters and heat rejection supply/ exhaust fans shall have line voltage thermostats provided by mechanical contractor and wired by electrical contractor. 3.B-1, B-2, B-3, & B-4 Boilers (Central) a.Provide (1) Tekmar 275 boiler staging control to stage, modulate, and rotate B-1, B-2, B-3, & B-4 boilers to maintain heating water setpoint at temperature sensor TS-1. b.Heating water temperature shall be reset based on outdoor air temperatures (140°F @ -20°F to 90°F @ 70°F) or as calculated by indoor feedback from the Tekmar TN4 control system. c.HWS setpoint shall be ramped up to 160°F (adj) on any call for domestic hot water heating, fireplace, make-up air, kitchen make-up air, pool heating, and spa heating. d.P-1, P-2, P-3, & P-4 boiler pumps shall run whenever associated boiler is firing. 4.B-5 & B-6 Boilers (Snowmelt) a.Boilers shall be staged, modulated, and rotated by integral Lochinvar boiler controls to maintain heating water setpoint at temperature sensor TS-10. b.HWS setpoint shall be 125°F (adj.). c.Provide (1) Tekmar 316 wiring center. d.Provide (3) Tekmar 654 snowmelt controls, one for Snowmelt Zone 1, one for Snowmelt Zone 2, and one for Snowmelt Zone 3. e.Provide (3) Tekmar 090/091 snow/ice sensors with sockets. f.Provide “Auto/Off” wall switches, one per pump. Auto mode refers to control by Tekmar control. Off means pump is off entirely. g.Upon a call for automatic snowmelting from any of the Tekmar 654 controls, boilers shall be enabled. h.Tekmar 654 control shall cycle associated zone pump to maintain target slab temperature. i.Savant system shall include 3 virtual switches (one per zone), such that when pressed, the zone will automatically turn on and melt for a timed period. j.Tekmar controls shall be setup for WWSD (warm weather shut down) at approximately 45°F (adj). System shall not operate if outdoor temperature is above this setting. k.Tekmar controls shall be setup for CWCO (cold weather cut off) at approximately 5°F (adj). System shall not operate if outdoor temperature is below this setting. 5.CH-1, CH-2, & CH-3 Chillers a.Provide a 3-stage DDC chiller control to stage chillers based on demand and to maintain chilled water supply temperature at temperature sensor TS-11 of 42°F upon a call for cooling. Control shall also rotate chillers for equal run times. b.Integral chiller pump shall operate whenever associated chiller is running. 6.Indirect Water Heaters a.Upon a call for heating from temperature sensor TS-2 at WH-1 (set at 140°F adj.), P-5 water heater pump shall start. b.Upon a call for heating from temperature sensor TS-3 at WH-2 (set at 140°F adj.), P-6 water heater pump shall start. c.Water heaters shall be controlled by Tekmar TN4 system. Water heaters shall be disabled entirely during "Away" mode. d.P-13 domestic hot water recirculation pump shall be controlled by Tekmar TN4 system and shall be shut-off automatically during "Away" mode. 7.Space Heating a.Tekmar 422 universal reset module will control the Tekmar 741 actuating motor at MV-1 motorized mixing valve. Valve position shall be modulated via floating action to maintain heating water supply setpoint at temperature sensor TS-7. Setpoint shall be reset based on outdoor air temperatures (140°F @ -20°F to 90°F @ 70°F) or as calculated by indoor feedback from the Tekmar TN4 control system. b.Upon a call for heating from thermostat, zone valve on heating water return pipe shall open. Heating water pump P-10a/b will already be operating (see "Pumps" sequence for additional information on P-10a&b). c.Radiant floor shall be the first stage of heating. 8.Fan Coils a.KITCHEN MAKE-UP AIR (FC-4): •Provide (1) Tekmar 356 mixing control for variable speed pumping. •FC-4 blower shall be electrically interlocked with kitchen exhaust fan. •Upon activation of kitchen exhaust fan, N.C. OSA damper shall fully open (1200 CFM), N.O. RA damper shall fully close (0 CFM), and FC-4 blower shall start. •Upon a call for heating from TS-4 (Tekmar 083) duct mounted make-up air sensor downstream of fan coil discharge, heating coil pump P-7 shall start. •Speed of P-7 makeup air pump shall be varied by Tekmar control to maintain supply air temperature of 65°F (adj). •Make-up air pump P-7 shall be disabled if outdoor temperature is above 65°F (adj). b.SECONDARY KITCHEN MAKE-UP AIR (FC-5): •Provide (1) Tekmar 356 mixing control for variable speed pumping. •FC-5 blower shall be electrically interlocked with secondary kitchen exhaust fan. •Upon activation of secondary kitchen exhaust fan, N.C. OSA damper shall fully open (1200 CFM), N.O. RA damper shall fully close (0 CFM), and FC-4 blower shall start. •Upon a call for heating from TS-5 (Tekmar 083) duct mounted make-up air sensor downstream of fan coil discharge, heating coil pump P-8 shall start. •Speed of P-8 makeup air pump shall be varied by Tekmar control to maintain supply air temperature of 65°F (adj). •Make-up air pump P-8 shall be disabled if outdoor temperature is above 65°F (adj). c.FIREPLACE MAKE-UP AIR (FC-6): •Provide (1) Tekmar 356 mixing control for variable speed pumping. •FC-6 blower shall be electrically interlocked with living room or hearth room gas fireplace valve. •Upon activation of either fireplace, N.C. OSA damper shall fully open (1200 CFM), N.O. RA damper shall close (600 CFM), and FC-6 blower shall start. •Upon a call for heating from TS-6 (Tekmar 083) duct mounted make-up air sensor downstream of fan coil discharge, heating coil pump P-9 shall start. •Speed of P-9 makeup air pump shall be varied by Tekmar control to maintain supply air temperature of 65°F (adj). •Make-up air pump P-9 shall be disabled if outdoor temperature is above 65°F (adj). d.SUPPLEMENTAL HEATING: •Upon a call for second stage heating, associated fan coil shall start and associated control valve shall open to flow coil. •For FC-4, FC-5, & FC-6 fan coils, Tekmar 356 control shall be bypassed and associated pump shall run at full speed. e.COOLING: •Upon a call for cooling, chillers shall be enabled, associated fan coil shall start, and associated control valve shall open to flow coil. f.HUMIDIFICATION: •Fan coils provides humidification for the home. See “Steam Humidifiers” sequence for more information. 9.HX-1 Pool Heat Exchanger a.Provide (1)Tekmar 161 setpoint control and (1)Tekmar 336 4-zone manager. b.Upon a call for heating from TS-8 temperature sensor, P-11 pump shall to start, and B-1, B-2, B-3, & B-4 boilers shall be enabled. 10.HX-2 Spa Heat Exchanger a.Provide (1)Tekmar 161 setpoint control. This Tekmar 161 will share the Pool's Tekmar 336 4-zone manager. b.Upon a call for heating from TS-9 temperature sensor, normally closed control valve shall open, end switch shall signal P-12 pump to start, and B-1, B-2, B-3, & B-4 boilers shall be enabled. 11.Steam Humidifiers a.Provide (1) Nortec outdoor temperature sensor and (1) Nortec digital humidistat controller with remote transducer for each humidifier. b.Upon a call for humidification from room mounted humidity transducer, associated fan shall start and once airflow is proven by air proving switch, humidifier shall start. Humidifier shall modulate to maintain humidity setpoint. c.Include a high limit duct humidistat located in the supply air duct, downstream of the steam absorption zone to disable humidifier if levels are too high. d.Digital humidistat controller shall automatically reset the humidity setpoint based on outdoor temperature. Outdoor reset curve shall be adjustable. e.Humidification shall be disabled during calls for cooling and make-up air. f.Integral controls shall automatically temper hot drain water by mixing cold domestic water to comply with code. 12.Fans a.EF-1 bath exhaust fans shall each be controlled by a wall switch. b.EF-2 garage exhaust fan shall be interlocked with the garage door opener. Once energized, fan shall run for 30 minutes (adj) as set by adjustable timer. Any trigger of the garage door opener during the timed run period shall reset the timer. Also, provide a wall mounted 6 hour timer switch for manual operation. c.EF-3 A/V room heat rejection fan shall be controlled by a line voltage cooling thermostat. d.EF-4 ski tuning exhaust fan shall be controlled by a wall mounted 6 hour timer switch. e.EF-5 inline bath exhaust fan shall be controlled by a wall switch. f.EF-6 exercise room exhaust fan shall be automatically controlled by a ceiling mounted occupancy sensor located in the sport court. Sensor shall be set for maximum sensitivity and shall include a time delay feature such that when motion is no longer sensed the unit shall continue to run for 20 minutes (adj) prior to turning off. Occupancy sensor shall be a Watt Stopper DT-355 Dual Technology Line Voltage Ceiling Sensor, or approved equal. g.EF-7 elevator mech heat rejection fan shall be controlled by a line voltage cooling thermostat. h.SF-1 mechanical room supply fan shall be controlled by a line voltage cooling thermostat. 13.Energy Recovery Ventilator a.Unit shall be automatically controlled by a ceiling mounted occupancy sensor located in the sport court. Sensor shall be set for maximum sensitivity and shall include a time delay feature such that when motion is no longer sensed the unit shall continue to run for 20 minutes (adj) prior to turning off. Occupancy sensor shall be a Watt Stopper DT-355 Dual Technology Line Voltage Ceiling Sensor, or approved equal. 14.Cabinet Unit Heaters a.CUH-1 & CUH-2 shall each be controlled by a wall mounted thermostat. Upon a call for heating, cabinet unit heater shall start. 15.Steam Generators a.Steam generators shall be controlled by Mr. Steam controls. 16.Pumps a.P-1 B-1 pump: on whenever boiler is called to fire. b.P-2 B-2 pump: on whenever boiler is called to fire. c.P-3 B-3 pump: on whenever boiler is called to fire. d.P-4 B-4 pump: on whenever boiler is called to fire. e.P-5 WH-1 water heater pump: on upon a call for DHW heating from temperature sensor TS-2. f.P-6 WH-2 water heater pump: on upon a call for DHW heating from temperature sensor TS-3. g.P-7 FC-4 heating water pump: on during a call for make-up air and when not shutdown by WWSD (warm weather shut down). Pump is to be controlled for variable speed pumping via Tekmar 356 mixing control. Pump shall run full speed (bypass Tekmar 356 control) upon a call for supplemental heating. h.P-8 FC-5 heating water pump: on during a call for make-up air and when not shutdown by WWSD (warm weather shut down). Pump is to be controlled for variable speed pumping via Tekmar 356 mixing control. Pump shall run full speed (bypass Tekmar 356 control) upon a call for supplemental heating. i.P-9 FC-6 heating water pump: on during a call for make-up air and when not shutdown by WWSD (warm weather shut down). Pump is to be controlled for variable speed pumping via Tekmar 356 mixing control. Pump shall run full speed (bypass Tekmar 356 control) upon a call for supplemental heating. j.P-10a&b heating water pumps: pumps shall be staged by the Grundfos Genie Bus controls. Only one pump is required to run at a time. The second pump is for standby operation for the case that the other pump fails. Pumps shall be rotated for equal run times. Pumps shall run constantly when Tekmar Control system is NOT in WWSD (warm weather shut-down). Grundfos Magna pump is equipped with an integrated variable frequency converter to automatically vary pump speed based on flow demand. Set pump to “Auto Adapt” mode. Pump will run even when there are no zone valves calling. This is OK because the pump will slow down to a very slow speed and very little electrical energy will be used. k.P-11 HX-1 pump: on upon a call for pool heating from temperature sensor TS-8. l.P-12 HX-2 pump: on upon a call for pool heating from temperature sensor TS-9. m.P-13 domestic hot water recirculation pump: controlled by TN4 system. On during “Normal” mode. Off during “Away” mode. n.P-14 B-5 boiler pump: on whenever boiler is called to fire. o.P-15 B-6 boiler pump: on whenever boiler is called to fire. p.P-16 Snowmelt Zone 1 pump: on during call for snowmelting from snow/ice sensor located in zone. q.P-17 Snowmelt Zone 2 pump: on during call for snowmelting from snow/ice sensor located in zone. r.P-18 Snowmelt Zone 3 pump: on during call for snowmelting from snow/ice sensor located in zone. s.P-19 chilled water pump: Set pump to “Auto Adapt” mode. Pump will run even when there are no zone valves calling. This is OK because the pump will slow down to a very slow speed and very little electrical energy will be used. Sequence of Operation 10/9/13