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HomeMy WebLinkAboutDRB130380 PLANS APPROVEDSYMBOL LEGEND DRAWING LIST: SECTION NO. A1.0 COVER SHEET BUILDING SURVEY SECTION CUT 1 A5.1 LANDSCAPE DRAWINGS DRB 13 0 3 8 0 SHEET NO. � L -1 LANDSCAPE PLAN L -2 PLANTING PLAN Block 5 Lot 2 ARCHITECTURAL DRAWINGS TRIUMPH 7 DETAIL NO. Vail Village Subdivision, Filing No. , A2.0 SITE PLAN DETAIL CUT 1 REFERENCE GRID LINE 73.2--- A2.1 AREA CALCS SHEET NO. A6.1 - 1 027 Pta1 m an Road Vail CO 81657 A2.2 DEMO PLAN g 7 7 A3.1 LOWER LEVEL FLOOR PLAN A3.2 MAIN LEVEL FLOOR PLAN T.o. PwD. A3.3 UPPER LEVEL FLOOR PLAN 1 A3.4 ROOF PLAN DETAIL CUT As.1 SPOT ELEVATION ELEV. 100' -0" A4.1 ELEVATIONS SIM. SITE ELEV. = 116' -0" A4.2 ELEVATIONS A4.3 ELEVATIONS BERGLUND A4.4 3D VIEWS DESIGN EXTERIOR ELEVATION 1 DRAWING REVISION A6.1 DETAILS A4.1 4 A6.2 DETAILS ROOM NUMBER LIVING INTERIOR ELEVATION 1 A9.1 100 N 3 DOOR MARK 1000 WINDOW MARK O 0 MATERIAL LEGEND LU L SECTION PLAN SECTION PLAN j. - CONCRETE ° � � SOIL/ COMPACTED FILL - III = =_ -- _ - _____ - V - -_ -- __ -- -___ -- - _- - - - - -- r� _ m CONCRETE MASONRY ROCK/ ` - LU - NON - COMPACTED FILL �`� � I � � � _ _ - O ■L! 71 - STONE SAND RD APPROVAL TOWN aF e. DESIGN REVIEW BOA Date: 09/18/2013 U) VAIL Community Devopment Planner:Joe Batchelller -- - - e'- ■� Department L el ■ FRAME WALL FINISHED WOOD L H H L ---------- r ell ■ t TILE _ -- -- -- O ROUGH FRAMING OR ROUGH SAWN TRIM ! D1 GLAZING WOOD BLOCKING ■ GLU -LAM WOOD STEEL Cn W ALUMINUM OR I PARTICLE BD. OR UJ N SHEET METAL u WOOD FIBER BD. CD M TOM BATT INSULATION RIGID INSULATION > REVISED FINAL DRB SET ACOUSTICAL CEILING GYP. WALL BOARD/ FFFFFFMI-M STUCCO / PLASTER Issue Date ■ 09 -17 -13 CARPET II II IIIIIIIIIIIIIIII11111111 PLYWOOD REVISION 1 Revision ABBREVIATIONS PROJE T INFORMATION CODE INFORMATION No. Description RevisionDat( AAD Attic Access Door GALV Galvanized RW Roof Window Resnick Residence CODE: 2012 IRC, 2012 IECC OCCUPANCY TYPE: SINGLE FAMILY HOME 1 REVISED AREA 09/13/13 CALCS PER ADD Addendum GC General Contractor RO Rough Opening 1027 Ptarmigan Road, Vail Village Subdivision, Filing 7, Block 5, Lot 2 ENERGY CONSERVATION: THE BUILDING COMPLIES WITH THE ENERGY CONSERVATION REQUIREMENT FROM CHAPTER 4 OF THE 2012 REVISED WALL ADJ Adjacent GL Glass SAN Sanitary INTERNATIONAL ENERGY CODE PER ZONE 6B ADOPTED BY THE TOWN OF VAIL, AND AS DEMONSTRATED BY REScheck SOFTWARE, AS FOLLOWS: LOCATION AOR Area of Refuge GR Grade SECT Section Zone District: Two - Family Primary/Secondary Residential ( PS ) AGG Aggregate GLB Laminated Wood Beam SEW Sewer Lot is .4809 acres, equal to 20,948 SF 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 AFF Above Finished Floor GYP Gypsum SHT Sheet values of the assemblies of the building which are defined in the Construction Document Drawings and Specifications: ALT Alternate GWB Gypsum Wallboard SHLV Shelves Allowable GRFA 46 SF /1 SF of site area < 10,000 SF of site area 10,000 x 0.46 equals 4,600 SF Maximum Glazing U- Factor of .30 for new single family dwelling nits per Town of Vail amendments, this can be a weighted average. ARCH Architectural HDW Hardware SIM Similar g g y g p g .38 SF per 1 SF of site area > 10,000 SF of site area 5,000 x 0.38 equals 1,900 SF BM Beam HD Head SL Sliding .13 SF per 1 SF of site area > 10,000 SF of site area 1,024 x 0.13 equals 733 SF BRG Bearing HVAC Heating, Ventilating, SM Sheet Metal Note - Contractor may use alternate insulation materials other than blown -in cellulose insulation to achieve equal R- values VICINITY MAP BET Between and Air Conditioning STC Sound- Transmission Class Total Allowed Gross Residential Floor Area (GRFA) for entire lot 7,273 SF 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. BD Board HT Height SPEC Specification " The design provides a full R -38 insulation value over the wall top plate as follows: a BS Both Sides HWY Highway SQ Square Allowable site coverage is 20% of lot 4,190 SF BO Bottom Of HOR Horizontal STD Standard 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 4010w��h BLDG Building ID Inside Diameter STL Steel Square Footage Summary Habitable SF GRFA SF Insulation with GWB ceiling with a full R -38 assembly provided over top plate CAB Cabinet INT Interior STRUCT Structure (al) Lower Level 4,167 SF 1,167 SF *1 Cpt Carpet JT Joint SUB Substitute Main Level 3,020 SF 3,020 SF ��• p 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 �- ��WE - � � ,� •" - CL Centerline LAM Laminate SUPPL Supplement al Upper Level 3,045 SF 3,045 SF ry pp ( ) 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 '� �� „,,, �z��;`,,,r- ....�,, ._, _ ', - •- - # ' CER Ceramic LAV Lavatory USP Sus end ed insulation R -3.6 per inch), and 5/8" drywall exceeds the requirement. y p O T I 10,232 F 722 F ( p ) y r CLOS Closet MFG Manufacturer TEL Telephone Total S 3 S` • ° -- { , `a ' ''�" CMU Concrete Masonry Unit MO Masonry Opening TV Television 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 ' Provided SF Allowed SF COL Column MTL Material TEMP Tempered 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" ' CONIC Concrete MAX Maximum IE That Is Garage 1,135 SF 1,200 SF Site Coverage 4,178 SF 4,190 SF drywall exceeds the requirement. Note: R -20 exterior insulation is provided at all below grade conditions. CJ Construction Joint MC Medicine Cabinet THK Thick GRFA 7,232 SF 7,273 SF 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 CONT Continuous MECH Mechanical TPH Toilet Paper Holder q ( ) g g g DP Dam proofing MIN Minimum T &G Tongue and Groove ° continuous under the topping slab ° p g g 1 28 /° OF THE LOWER LEVEL WALL IS ABOVE EXISTING OR FINISHED GRADE WHICHEVER WAS MORE RESTRICTIVE, DIET Detail MISC Miscellaneous T &B Top and Bottom THEREFORE 28% OF THE LOWER LEVEL SF IS COUNTED AS GRFA (LOWER LEVEL HABITABLE 4,167 SF � .28 = 1,167 SF) DIA Diameter NIC Not In Contract TO To Of ... Top ADDITIONAL REQUIREMENTS PER TOWN OF VAIL CODE AMENDMENTS: = Ct DIM Dimension NA Not Applicable T Tread 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 '. ° DW Dishwasher NTS Not to Scale TS Tube Steel Site Coverage roof assembly. ±� " DIN Down OC On Center TYP Typical Allow ble sit cove age is 2 of to ich a 1 F. 4,17 SF is provided. DR Drain OPG Opening UG Underground 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 DS Downspout OPP Opposite U.N.O. Unless Noted Otherwise Setbacks p pp S monitored fire alarm system will also be provided. • r DRWG Drawing OSB Oriented Strand Board UNFIN Unfinished 20' from front PLUMBING: See water service documents from mechanical engineer. See Architectural Drawings for fixture locations. EA Each OD Outside Diameter UBC Uniform Building Code 15 from sides MECHANICAL: See mechanical documents from mechanical engineer. EL Elevation d Penny (nails, etc.) USG United States Gage 15' from rear ELECTRICAL: See load calculations from mechanical engineer for service and electric panel sizing _ - - EQ Equal PAF Power Actuated Fastened VAR Variable Patio can extend to 1/2 the distance of the setback ,a EXIST Existing PERF Perforated (d) VENT Ventilate Decks can encroach set back 5' EJ Expansion Joint PFSM Prefinished Sheet Metal VIF Verify In Field Roof or architectural projections can encroach 4'+ EXT Exterior PL Plate VERT Vertical Height FE CABT Fire Extinguisher Cabinet PLWD Plywood VAT Vinyl Asbestos Tile Flat or mansard roofs not to exceed 30' PROD Product _- FOC Face Of Concrete V Voltage Sloping roof not to exceed 33' FOS Face Of Stud PROJ Project WC Water Closet FIN Finish PROP Property WP Waterproof Garage R Radius or Riser .,,. _ : . .. _..... °. FP Fireproof WT Weight Allow 1,200 sq. ft. per unit. 1,135 SF is provided. FL Floor REF Refer WIN Window REFR Refrigerator #! FD Floor Drain g W/ With (comb. form) Parking Required per Chapter 10 m •° j ', a FTG Footing REINF Reinforce (d) W/O Without 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 _ 1027 PTARMIGAN FDN Foundation REQD Required WD Wood provided. GA Gauge RHSM Round Head Sheet Metal Screw g RM Room GENERAL NOTES 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 PROJECT DIRECTORY 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. CLIENTS ARCHITECT OF RECORD DESIGN ARCHITECT INTERIOR DESIGNER LANDSCAPE STRUCTURAL MECHANICAL SOILS ENGINEER CIVIL ENGINEER SURVEYOR E. ANY MATERIALS PROPOSED FOR SUBSTITUTION OF THOSE SPECIFIED OR CALLED OUT BY TRADE NAME IN THESE DOCUMENTS ARCHITECT ENGINEER ENGINEER SHALL BE PRESENTED TO THE ARCHITECT FOR REVIEW. THE CONTRACTOR SHALL SUBMIT SAMPLES WHEN REQUIRED BY THE REVISED FINAL DRB ARCHITECT. AND ALL SUCH SAMPLES SHALL BE REVIEWED BY THE ARCHITECT BEFORE THE WORK IS PERFORMED. WORK MUST Eric and Sara Resnick Triumph Custom Homes BERGLUND ARCHITECTS, LLC Sarah Carr Design Ceres+ Landscape Monroe and Newell Engineers Rader Engineering HP Geotech Martin /Martin Eagle Valley Surveying CONFORM TO THE REVIEWED SAMPLES. ANY WORK WHICH DOES NOT CONFORM SHALL BE REMOVED AND REPLACED WITH Architecture SET WORK WHICH CONFORMS AT THE CONTRACTOR'S EXPENSE. SUBCONTRACTORS SHALL SUBMIT REQUESTS AND SAMPLES FOR 493 Beaver Dam Road Contact: Mike Foster P.O. Box 2378 P.O. Box 4032 70 Benchmark Road, Suite 204 Contact: Drew Rader Contact: Steve Pawlak Contact: Mark Luna 41199 Hwy. 6 and 24, Eagle Issue Date 09 -17 -13 REVIEW THROUGH THE GENERAL CONTRACTOR WHEN WORK IS LET THROUGH HIM OR HER. REQUIRED VERIFICATIONS AND Vail, CO 81657 Vail, CO 81658 Contact: Scott Sones Avon, CO 81620 Vail SUBMITTALS TO BE MADE IN ADEQUATE TIME AS TO NOT DELAY PROGRESS. 12 Vail Road, Suite 700 210 Edwards Village Blvd 40690 Hwy. 6 5020 County Road 154 225 Main St, Suite C 101 P.O. Box 1230 Drawn by AG F. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR HIS OR HER REVIEW WHERE CALLED FOR ANYWHERE IN THESE Phone: (303) 888 -2199 Vail, CO 81657 Suite A103 Phone: (970) 214 -7571 P.O. Box 2134 Phone: (970) 949 -7768 Suite E -1 Glenwood Springs, CO Edwards, CO 81632 Edwards, CO 81632 Checked by HB DOCUMENTS. REVIEW SHALL BE MADE BY THE ARCHITECT BEFORE WORK IS BEGUN, AND WORK SHALL CONFORM TO THE Edwards, CO 81632 Fax: (970) 748 -8959 Eagle, CO 81631 Fax: (970) 949 -4054 Avon, CO 81620 81601 REVIEWED SHOP DRAWINGS, SUBJECT TO REPLACEMENT AS REQUIRED IN PARAGRAPH E ABOVE. eric.resnick @kslcapital.com Phone: (303) 475 -4413 Phone: (970) 945 -7988 Phone: (970) 926 -6007 Phone: (970) 3949 -1406 Scale G. THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE CONTRACTOR WHEN THERE IS NEED OF INSPECTION AS REQUIRED BY THE Phone: (970) 926 -4301 sarahcarr @gmail.com Phone: (970) 949 -3286 avon @ monroe - newell.com Phone: (970) 845 -7910 Fax: (970) 945 -8454 2009 INTERNATIONAL RESIDENTIAL CODE OR ANY LOCAL CODE OR ORDINANCE. mikef @triumphdev.com Fax: (970) 926 -4364 Fax: (970) 262 -2162 Fax: (970 845 -7522 MLuna@martinmartin- H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, drader @raderengineering.com steve@hpgeotech.com mtn.com FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS, AND FOR THE PROTECTION OF ALL WORK UNTIL IT IS CONTRACTOR hans @berglundarchitects.com studio @ ceres - plus.com DELIVERED COMPLETED TO THE OWNER. COVER I. ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS NOTED WITH "N.T.S." DENOTES NOT TO SCALE. R.A. Nelson J. CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS, AND WALLS WITH ALL SHEET ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. P.O. Drawer 5400 Avon, CO 81620 RECEIVED Phone: (970) 949 -5152 By David Rhoades at 2:24 pm, Sep 17, 2013 ■ O info @ranelson.com A1 00 N 0 N ti M O SEWER MANHOLE MEAS RIM = 8247.8' MEAS INVERT = 8239.8' FOUND #5 REBAR & 2" ALUMINUM CAP LS# 18478 ELEC TRANS ELEC METER 1 STEPS 1 DECK J LOT 1 RECEPTION NO. 729628 FND. #5 REBAR & YELLOW PLASTIC CAP L.S. # ILLEGIBLE N 00 °36'31 " E 20.96' (PLAT), 21.10' (MEAS) 8264. X- I. m I. m I. � M9 a l y 41199 HIGHWAY 6 & 24, EAGLE –VAIL P.O. BOX 1230 EDWARDS, CO. 81632 (970)949 -1406 UTILITY EASEMENT TRACT D RECEPTION NO. 102780 RECEPTION NO. 102780 1111111– I!` — — T— T— T— T—T— T — TTI Q— T —T —T— TAT— T—T —r—r LEGEND– BURIED UTILITY LINE — E— E— E— E— E —E —E— BURIED ELECTRIC LINE TTTTTTT BURIED TELEPHONE LINE nnnnnnr BURIED CABLE TV LINE G GGGGG BURIED GAS LINE BURIED SANITARY SEWER LINE S 85'45' 18" E i S 85' 10'41 " E LG —C G- PTARMIGAN 126.13' 125.90 (MEAS) EDGE ASPHALT ROAD (33' R. 0. W.) 8268.4 8' MAINTENANCE EASEMENT RECEPTION NO. 729628 FND. #5 REBAR & ALUM. CAP L.S. # ILLEGIBLE PROPERTY DESCRIPTION Lot 2, Block 5, Replat of Lots 1 -6, Block 5 of Vail Village Seventh Filing, Replat of Lot 4 of Vail Village, Tenth Filing, and Government Lot 3. Recorded May 12, 2000 as Reception No. 729628, County of Eagle, State of Colorado. FOUND #5 REBAR & 2" ALUMINUM CAP — LS# 18478 FOUND PLAIN #5 REBAR A = 02'22'04" L=28.39' R= 687.00' C LEN = 28.39' BRG =N 86'56'20" W BRG =N 86'26'48" W (MEAS) C LEN = 28.38' (MEAS) 5h 1.7'X1.7' STONE POST (TYPICAL) LOT 3 RECEPTION NO. 729628 BOULDER WALL SURVEYOR'S CERTIFICATE I, Stan Hogfeldt, a Professional Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this topographic survey was made by me and under my supervision, and th survey is accurate and correct to the best of my knowledge. Stan o Colorld12 159508 r +ye 3032TOPO- 062713.DWG OUTLINE 2 1/2 STORY WOOD FRAME WOOD SIDING & ORNAMENTAL ROCK RESIDENCE WITH BASEMENT 7/1/13 DJE 6/05/06 KPJ TREE LOCATION LEGEND TREES O NOTES: 1) DATE OF SURVEY: 5/09/06 6/27/13 UTILITIES, VIEW CORIDORS ADDED 2) STEWART TITLE GUARANTY COMPANY POLICY NO. 6037450 –C4 DATED 12/28/05 WAS USED FOR ALL TITLE AND EASEMENT INFORMATION. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 4) BASIS OF PROPERTY LINE LOCATION: FOUND MONUMENTS ON THE WEST PROPERTY LINE LOT 2. (SEE DRAWING). 5) — — — — — — AREA SOUTH OF THIS LINE INDICATES AREA OF MEDIUM SEVERITY ROCKFALL ZONE ACCORDING TO THE OFFICIAL ROCKFALL HAZARD MAP OF THE TOWN VAIL, COLORADO AS ADOPTED BY COUNCIL ON OCTOBER 17, 2000 IN ACCORDANCE WITH RESOLUTION NO. 13 SERIES OF 2000. 6) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. 7) POSTED ADDRESS: 1027 PTARMIGAN RD. 8) 2 STORY SPLIT LEVEL STUCCO & WOOD HOME. 9) A SUBSEQUENT PLAT OF PART OF THIS LOT 2 RECORDED 1/17/02 AS RECEPTION NO. 783155 IS ON FILE AT THE CLERK & RECORDERS OFFICE, EAGLE COUNTY, COLORADO. IT IS UNKNOWN HOW OR WHY THIS SECOND PLAT COULD HAVE EXCLUDED THE REST OF LOT 2, WHICH WAS THE ORIGINAL LOT 3 AND EASTERLY 55 FEET OF LOT 2, BLOCK 5, VAIL VILLAGE SEVENTH FILING. THIS PLAT CONFIGURATION IS NOT SHOWN ON THIS DRAWING PER REQUEST BY CLIENT AND TITLE COMPANY. 10) 1' CONTOUR INTERVAL. 11) BASIS OF ELEVATION: SEWER MH 0100, INVERT ELEV.= 8248.74. (LOCATED ON FAIRWAY DRIVE). 12) ALL BURIED UTILITIES SHOWN HEREON WERE LOCATED BY OTHERS. EAGLE VALLEY SURVEYING ASSUMES NO RESPONSIBILTY FOR THE ACCURACY AND /OR THE COMPLETENESS OF THE LOCATES SHOWN. 13) Note #1 on plat recorded at Reception No. 729628: No buildings as defined by the Town of Vail zoning regulations shall be constructed on those portions of Block 5 lying south of the North line of Government Lot 3. Maintenance of existing improvements on such parcels shall be permitted. Development rights (including but not limited to gross residential floor area, site coverage and setbacks) shall be computed by the Town of Vail based upon the total lot area and new lot boundaries notwithstanding said building restrictions. INDICATES DECIDUOUS TREE W/ APPROXIMATE TRUNK DIAMETER X.X' INDICATES CONIFEROUS TREE W/ APPROXIMATE TRUNK DIAMETER X. X, • • Egff-� ff 10 • • • 5 � I NO H F2761M iF�i�1i • • 0 RMT: MR 5 P1991111M m •: • rA _11uslym �.til�i� • • : • • - • M�1 • • 0 RVZM MOM R -• il • PTI • • • ffffird • • [: �6 0 F-95 • • • • NOTES: 1) DATE OF SURVEY: 5/09/06 6/27/13 UTILITIES, VIEW CORIDORS ADDED 2) STEWART TITLE GUARANTY COMPANY POLICY NO. 6037450 –C4 DATED 12/28/05 WAS USED FOR ALL TITLE AND EASEMENT INFORMATION. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 4) BASIS OF PROPERTY LINE LOCATION: FOUND MONUMENTS ON THE WEST PROPERTY LINE LOT 2. (SEE DRAWING). 5) — — — — — — AREA SOUTH OF THIS LINE INDICATES AREA OF MEDIUM SEVERITY ROCKFALL ZONE ACCORDING TO THE OFFICIAL ROCKFALL HAZARD MAP OF THE TOWN VAIL, COLORADO AS ADOPTED BY COUNCIL ON OCTOBER 17, 2000 IN ACCORDANCE WITH RESOLUTION NO. 13 SERIES OF 2000. 6) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. 7) POSTED ADDRESS: 1027 PTARMIGAN RD. 8) 2 STORY SPLIT LEVEL STUCCO & WOOD HOME. 9) A SUBSEQUENT PLAT OF PART OF THIS LOT 2 RECORDED 1/17/02 AS RECEPTION NO. 783155 IS ON FILE AT THE CLERK & RECORDERS OFFICE, EAGLE COUNTY, COLORADO. IT IS UNKNOWN HOW OR WHY THIS SECOND PLAT COULD HAVE EXCLUDED THE REST OF LOT 2, WHICH WAS THE ORIGINAL LOT 3 AND EASTERLY 55 FEET OF LOT 2, BLOCK 5, VAIL VILLAGE SEVENTH FILING. THIS PLAT CONFIGURATION IS NOT SHOWN ON THIS DRAWING PER REQUEST BY CLIENT AND TITLE COMPANY. 10) 1' CONTOUR INTERVAL. 11) BASIS OF ELEVATION: SEWER MH 0100, INVERT ELEV.= 8248.74. (LOCATED ON FAIRWAY DRIVE). 12) ALL BURIED UTILITIES SHOWN HEREON WERE LOCATED BY OTHERS. EAGLE VALLEY SURVEYING ASSUMES NO RESPONSIBILTY FOR THE ACCURACY AND /OR THE COMPLETENESS OF THE LOCATES SHOWN. 13) Note #1 on plat recorded at Reception No. 729628: No buildings as defined by the Town of Vail zoning regulations shall be constructed on those portions of Block 5 lying south of the North line of Government Lot 3. Maintenance of existing improvements on such parcels shall be permitted. Development rights (including but not limited to gross residential floor area, site coverage and setbacks) shall be computed by the Town of Vail based upon the total lot area and new lot boundaries notwithstanding said building restrictions. INDICATES DECIDUOUS TREE W/ APPROXIMATE TRUNK DIAMETER X.X' INDICATES CONIFEROUS TREE W/ APPROXIMATE TRUNK DIAMETER X. X, DRY -SET STONE SLAB STEPS- 5 RISERS 0 6 "� EACH; 15" TREADS ELEC TRANS I� E P E'r ELEC METER V ®ED 1� _ 1 I .5) I 4 + 1 - I 52 ICI EVERGREEN 1AIIN (TYP.) I 1 I 54 DRY -SET STONE SLAB STEPS- 2 RISERS @ 6" EACH; 15" TREADS DRY -SET STONE SLAB STEPS- 3 RISERS @ 6" EACH; 15" TREADS 52.5 UTILITY EASEMENT RECEPTION NO. 102780 i 15' SETBACK a ° a v ° GONGRETE 53.15 (TYP) ° a LIMITS OF DISTURBANCE (TYP.) GRAVEL PATH (TYP.) LIGHTING LEGEND SYMBOL QTY. DESCRIPTION MANUFACTURER MODEL +/ -15 I.f. \ T.B.D. T.B.D. -�- II X49 C ' SLV RUSTY SLOT 50 \ C BOLLARD DRIVE LIGHT SLV RUSTY SLOT 50 ; �� 19 GRAVEL PATH (TYP) 47 FX LUMINAIRE LL -20 MORTAR -SET FLAGSTONE O 6 TERRACE + ABOVE - GROUND -46 20 DEG. TRAMPOLINE fV 25' CIS DEG. DRY -SET STONE SLAB EXISTING CONTOUR 8.0' i STEPS- 3 RISERS @ 6" 0.6' 6.0' DEG. EACH; 15" TREADS 1.7' 10.0' CON. MORTAR -SET FLAGSTONE TERRACE (TYP) 25 LIGHTING LEGEND SYMBOL QTY. DESCRIPTION MANUFACTURER MODEL TRACT D RECEPTION N❑, 102780 STEPS TO MAIN LEVEL DECK ABOVE- SEE ARCH. PLANS +/ -3' HT. BOULDER GROUPINGS TO SCREEN GOLF COURSE WATER FEATURE SPA IN STONE ENGL05URE MORTAR -SET FLAGSTONE STAIRS- DRY -SET STONE SLAB 3 RISERS @ 6" EACH; 15" _TREADS STEPS- 3 RISERS @ 6" _ - EAGH; 15" TREADS PROPERTY LINE wM =1M1 =1wii�_�_ -Nda �. \ SWIMMING POOL 45' x 20' ­0 D C �cr 1 ` 54.0 4 \ GRILL' $ OUTDOOR 1 z 0 56 KITCHEN- SEE ARCH. 13 PLANS 56 -� LOT 2 RECEPTI ❑N N❑. 729628 Development Site Area: 20,948 sf o 0.4809 AC, (PLAT) Proposed Landscaping: 12,659 sf (60.4 %) Q I - SET FLAGSTONE Proposed Softscaping: 10,219 sf (80.7 %) MORTAR I Proposed Hardscaping: 2,440 sf (19.3 %) + I .12 ENTRY 51.3 % FLUSH STONE BORDER 1.5 T--------------F- b`.5 Less than 300 sf 25' R � O O ----------- - - - - -- 8 .5 ' + bIS 61.0 +/ -15 I.f. RECESSED ROPE LIGHTING T.B.D. T.B.D. -�- II PATH LIGHT SLV RUSTY SLOT 50 Q 4 BOLLARD DRIVE LIGHT SLV RUSTY SLOT 50 ; �� 19 13 UNDERWATER LIGHT FX LUMINAIRE LL -20 TRACT D RECEPTION N❑, 102780 STEPS TO MAIN LEVEL DECK ABOVE- SEE ARCH. PLANS +/ -3' HT. BOULDER GROUPINGS TO SCREEN GOLF COURSE WATER FEATURE SPA IN STONE ENGL05URE MORTAR -SET FLAGSTONE STAIRS- DRY -SET STONE SLAB 3 RISERS @ 6" EACH; 15" _TREADS STEPS- 3 RISERS @ 6" _ - EAGH; 15" TREADS PROPERTY LINE wM =1M1 =1wii�_�_ -Nda �. \ SWIMMING POOL 45' x 20' ­0 D C �cr 1 ` 54.0 4 \ GRILL' $ OUTDOOR 1 z 0 56 KITCHEN- SEE ARCH. 13 PLANS 56 -� LOT 2 RECEPTI ❑N N❑. 729628 Development Site Area: 20,948 sf o 0.4809 AC, (PLAT) Proposed Landscaping: 12,659 sf (60.4 %) Q I - SET FLAGSTONE Proposed Softscaping: 10,219 sf (80.7 %) MORTAR I Proposed Hardscaping: 2,440 sf (19.3 %) + I .12 ENTRY 51.3 % FLUSH STONE BORDER 1.5 T--------------F- b`.5 Less than 300 sf 25' R � O O ----------- - - - - -- 8 .5 ' + bIS 61.0 DRY -SET STONE SLAB STEPS- 4 RISERS @ 6" EACH; 15" TREADS 52.0 1.5 EXISTING TREE TO BE �` 5� 6 REMOVED (TYP.) EXISTING CONIFEROUS TREE TO BE PRESERVED. SEE TREE LEGEND FOR MORE \ 62 EXISTING ASPEN TO DRAIN I REMAIN (TYP.) 18 62 LIMITS OF DISTURBANCE i (TYP.) ; �� 19 O5GULPTURE FLAGSTONE STEPPING PRESERVED. SEE TREE LEGEND FOR MORE STONES �7 f f MORTAR -SET FLAGSTONE O 6 TERRACE + 35 LEGEND FOR MORE INFO. DRY -SET STONE SLAB STEPS- 4 RISERS @ 6" EACH; 15" TREADS 52.0 1.5 - BOULDER GROUPINGS DEG. (TYP) EXISTING CONIFEROUS TREE TO BE PRESERVED. SEE TREE LEGEND FOR MORE \ +I -GAS FIRE PIT W/ DRAIN - DRAIN I DRAIN LINE TO TIE INTO ( P.)�� DRAINAGE SYSTEM i BY OWNER +5 O5GULPTURE FLAGSTONE STEPPING PRESERVED. SEE TREE LEGEND FOR MORE STONES INFO. MORTAR -SET FLAGSTONE O 5gb1 TERRACE + GRAVEL PATH DRAIN INLET (T"rP)-j DRY -SET STONE SLAB STEPS- 2 RISERS @ 6" EACH; 15" TREADS 64 / 3' MAX. HT. BOULDER RETAINING WALL PTARMIGAN p + om lies tw:b42� • 8268:4 EXISTING EVERGREEN TREE TO REMAIN (TYP.) ROAD Q3' R.0. W,) + w1:61.0. I %aViu C7 +/ -3' HT. BOULDER WALL C5RA PH I G LEG END SYMBOL DESCRIPTION 1.5 / \ DEG. I EXISTING CONIFEROUS TREE TO BE PRESERVED. SEE TREE LEGEND FOR MORE \ INFO. - DRAIN I LETS ( P.)�� \ l / EXISTING DECIDUOUS TREE TO BE f • PRESERVED. SEE TREE LEGEND FOR MORE \ INFO. 341 15 46 EXISTING TREE TO BE REMOVED. SEE TREE 35 LEGEND FOR MORE INFO. 20 DEG. - - - -- ------ -. - - -, I fV 25' CIS DEG. - EXISTING CONTOUR 8.0' i 38 0.6' 6.0' DEG. 3q 1.7' 10.0' CON. 401 1.3' 2 896 25 41 1.3' q.0' CON. 42 I + q.0' CON. 43 HEA D STONE CON. 44 12% 9,4 + I OR ONGRETE 1 12.0' CON. -- 1.0' ----------- - - - - -- 1 I 8 ' DEG. RTC 0.8' 8.0' DEG. I: 2.3' 10.0' DEG. 4g 1.4' 12.0' DEG. 50 2.0' 12.0' DEG. 51 0.7' 5.0' DEG. 52 0.7' 5.0' DEG. 53 0.7' -gxlg 5 i 20' SET AG 05' 3.0' DEG. 55 05 EX LRI R 56 1 05 1 3.0' 1 DEG. 25 + PARKIN SP = 10, Sheet: Ll ■ 2 © Ceres Plus, LLC. 2013 GRAVEL PATH DRAIN INLET (T"rP)-j DRY -SET STONE SLAB STEPS- 2 RISERS @ 6" EACH; 15" TREADS 64 / 3' MAX. HT. BOULDER RETAINING WALL PTARMIGAN p + om lies tw:b42� • 8268:4 EXISTING EVERGREEN TREE TO REMAIN (TYP.) ROAD Q3' R.0. W,) + w1:61.0. I %aViu C7 +/ -3' HT. BOULDER WALL C5RA PH I G LEG END SYMBOL DESCRIPTION IDeductionsl EXISTING TREE LEGEND (FROM SURV)') # APPROX. DRIP LINE TYPE TRUNK DIA. RADIUS # APPROX. DRIP LINE TYPE TRUNK DIA. RADIUS 2q 1.5 / \ DEG. I EXISTING CONIFEROUS TREE TO BE PRESERVED. SEE TREE LEGEND FOR MORE \ INFO. 31 1.5' 5.0' DEG. \ 1.0' / EXISTING DECIDUOUS TREE TO BE f • PRESERVED. SEE TREE LEGEND FOR MORE \ INFO. 341 15 46 EXISTING TREE TO BE REMOVED. SEE TREE 35 LEGEND FOR MORE INFO. 20 DEG. 36 PROPOSED CONTOUR / DEG. - EXISTING CONTOUR 8.0' LIMITS OF DISTURBANCE IDeductionsl EXISTING TREE LEGEND (FROM SURV)') # APPROX. DRIP LINE TYPE TRUNK DIA. RADIUS # APPROX. DRIP LINE TYPE TRUNK DIA. RADIUS 2q 1.5 8.0' DEG. 30 25 10.0' DEC. 31 1.5' 5.0' DEG. 32 1.0' 5.0' CON. 33 15 10.0' CON. 341 15 10.0' CON. 35 1.0' 10.0' DEG. 36 1.4' 10.0' DEG. 37 0.8' 8.0' DEG. 38 0.6' 6.0' DEG. 3q 1.7' 10.0' CON. 401 1.3' 8.0' CON. 41 1.3' q.0' CON. 42 1.0' q.0' CON. 43 1.3' 11.0' CON. 44 1.0' 10.0' GON. 45 1.5' 1 12.0' CON. 46 1.0' 10.0' DEG. 4-7 0.8' 8.0' DEG. 48 2.3' 10.0' DEG. 4g 1.4' 12.0' DEG. 50 2.0' 12.0' DEG. 51 0.7' 5.0' DEG. 52 0.7' 5.0' DEG. 53 0.7' 5.0' DEG. 54 05' 3.0' DEG. 55 05 3.0' DEG. 56 1 05 1 3.0' 1 DEG. DESIGN REVIEW BOARD APPROVAL TOXIN OF VAfL` Date: 09/18/2013 Community Development Planner:Joe Batcheller Department %� x x 52,7 _ - -3- - - Q� - - -f3-- - - 8' + _ -52' 2.5' \ / 4q.5 N C/ , 2.5' \ 15' / 12' -54 -\T / I DRY -SET STONE SLAB STEPS UP TO DIVING BOARD / :q.5 tw:52. (�w: 6 0) � l bw:53.0 j- LOT 3 I 2.5' \ /� 0.4791 ACRES + 51.46 -• �_ POSTED ADDRESS /z \ 1067 PTARMIGAN ROAD +53.33 D_ +53.42 -•- , �ui' l / IY - +55.3 � � / 55.38 INTERCEPTOR DR4�WNo�) BOULD R WALL STONES AB BRIDGE + 5125 PIECES 58 IRREGULA :ODR�SET S-TON� SLAB STEPS- 18,R-I5ER5 @ / O 7.5" EAGH - +-=�" TREADS _�_ 51.42 + i �,, �o LOT 3 + 5q3 / / RECEPTI ❑N N❑, WATER FEATURE FLOWING 729628 / OVER STONE SLABS i- + 5q.43 60 i' EXISTING EVERGREEN \ TREES TO REMAIN (TYP.) +bl.31 lilt 1 �/ oo O \ i 1.5' / GAS FIRE PIT' O D 1 - DRAIN LINE TO TI IN 62 DRAINAGE SYS V WATER FEATU i LIMIT5,QF 015TU A E (TYP) • I 1 / A 'n / ® ® _ A ),5' - - -- /_� ---- -68 - -- `I 07/ \ / 19D I l +68. \ // 0,8' \ \� - - - - - -- -8270 - - - -- w 10'8 I I �� / \ --71- - - - - - -- 68 8' MAINTENANCE 0.5' - ° a 69.0 a EASEMENT �8 RECEPTION NOS' \ 71.3 7298 62 71,3 O 70,01 70.7 O 71.4 HEATED STONE OR BOULDER ADDRESS CONCRETE DRIVEWAY MARKER 4' WIDTH GONG. PAN W/ 2" INVERT (NOT HEATED) 10 5 0 10 20 30 SGALE: 1 " = 10' V- 00 0 00 N M Co 0% .0 N w M cc � � U 't 0: a w I- 0� o- U tr M 2 a m w CL a 0 0 L U o O O U z a J �y w d- rn - - X O m v O CL J Ln -0 _O V m L � 0 ado U .� LL 1..` 5 (3 •c �co Cq C) TOV Final: 26 August 2013 TOV Revised: 12 September 2013 Revised: 16 September 2013 Title: SITE PLAN Scale: = 10, Sheet: Ll ■ © Ceres Plus, LLC. 2013 DRIVEWAY & SNOWMELT CHECK ON OLD LANDSCAPEPLAN. _ _ 1 _ � 1 _ 1 1 1 1 1 1 1 1 DRY -SET STONE SLAB STEPS- 5 RISERS o 6" EACH; 15" TREADS ELEC TRANS DRY -SET STONE SLAB STEPS- 2 RISERS @ 6" EACH; 15" TREADS DRY -SET STONE SLAB STEPS- 3 RISERS @ 6" EACH; 15" TREADS EXISTING EVERGREEN - TO REMAIN (T rP) LIMITS OF DISTURBANCE (TYP.) EXISTING ASPEN TOE REMAIN (TYP.) I J"E PEE 5011 I , DRY -SET STONE SLAB STEPS- 4 RISERS @ 6" EACH; 15" TREADS DRAIN INLET (T"(P.)-j DRY -SET STONE SLAB STEPS- 2 RISERS @ 6" EACH; 15" TREADS 1 IAAITG /1r. TlIGT110Q AAIIC PTARMIGAN TRACT D RECEPTION N❑, 102780 G TCL'JG -/ AAA IAI I =,/=I P =C V LIGHTING LEGEND SYMBOL QTY. DESCRIPTION MANUFACTURER MODEL TREE TO REMAIN (TYP.) Q3' RI❑IW,) +/ -3' HT. BOULDER GROUPINGS TO SCREEN GOLF COURSE CONCRE J +/ -15 I.f. RECESSED ROPE LIGHTING T.B.D. T.B.D. -�- 11 PATH LIGHT SLV RUSTY SLOT 50 Q 4 BOLLARD DRIVE LIGHT SLV RUSTY SLOT 50 EXISTING DECIDUOUS TREE TO BE 13 UNDERWATER LIGHT FX LUMINAIRE LL -20 TREE TO REMAIN (TYP.) Q3' RI❑IW,) +/ -3' HT. BOULDER GROUPINGS TO SCREEN GOLF COURSE CONCRE J DRIVEWAY 4' WIDTH ONG. PAN H/ 2" INVER (NOT HEATED) C5RA PH I G LEG END SYMBOL DESCRIPTION \ 15' -- + - - -54 -DRY -SET STONE SLAB STEPS / UP TO DIVING BOARD \----- 56 - - -- EXISTING TREE LEGEND (FROM SURV)') # APPROX. DRIP LINE T rPE TRUNK DIA. RADIUS DESIGN REVIEW BOARD APPROVAL TOWN OF VAIL Date: 09/18/2013 Community Development Planner:JOe Batcheller Department x 52.7 0. - --- - - - - -- 12' 1N; � T , , , BOULDER ADDRESS MARKER " 0' " , L ❑T 3 RECEPTION N❑, 729628 # APPROX. DRIP LINE T rPE TRUNK DIA. RADIUS 2q 1.5 / \ DEG. I EXISTING CONIFEROUS TREE TO BE PRESERVED. SEE TREE LEGEND FOR MORE \ INFO. 31 1.5' 5.0' DEG. \ 1.0' 5.0' EXISTING DECIDUOUS TREE TO BE • PRESERVED. SEE TREE LEGEND FOR MORE \ INFO. 341 1.5' 46 EXISTING TREE TO BE REMOVED. SEE TREE 35 LEGEND FOR MORE INFO. 20 DEC. 36 PROPOSED CONTOUR / DEG. - EXISTING CONTOUR b.0' LIMITS OF DISTURBANCE \ 15' -- + - - -54 -DRY -SET STONE SLAB STEPS / UP TO DIVING BOARD \----- 56 - - -- EXISTING TREE LEGEND (FROM SURV)') # APPROX. DRIP LINE T rPE TRUNK DIA. RADIUS DESIGN REVIEW BOARD APPROVAL TOWN OF VAIL Date: 09/18/2013 Community Development Planner:JOe Batcheller Department x 52.7 0. - --- - - - - -- 12' 1N; � T , , , BOULDER ADDRESS MARKER " 0' " , L ❑T 3 RECEPTION N❑, 729628 # APPROX. DRIP LINE T rPE TRUNK DIA. RADIUS 2q 1.5 b.0' DEG. 30 2.5' 10.0' DEC. 31 1.5' 5.0' DEG. 32 1.0' 5.0' CON. 33 1.5' 10.0' CON. 341 1.5' 10.0' CON. 35 1.0' 10.0' DEC. 36 1.4' 10.0' DEG. 37 O.b' b.0' DEC. 38 0.6' 6.0' DEG. 3q 1.7' 10.0' CON. 401 1.3' b.0' CON. 41 15 q.0' CON. 42 1.0' q.0' CON. 43 1.3' 11.0' CON. 44 1.0' 10.0' CON. 45 1.5' 12.0' CON. 46 1.0' 10.0' DEC. 47 0.51 5.0' DEG. 4& 2.3' 10.0' DEG. 4q 1.4' 12.0' DEG. 50 2.0' 12.0' DEG. 51 0.7' 5.0' DEG. 52 0.7' 5.0' DEG. 53 0.7' 5.0' DEG. 54 05' 3.0' DEC. 1551 0.5' 1 3.0' 1 DEG. 1561 0.5' 1 3.0' 1 DEG. LOT 3 0.4791 ACRES POSTED ADDRESS 1067 PTARMIGAN ROAD 1 � � � I � � � I �I / \,7' � l T� J 10 5 0 10 20 30 SGALE: 1 " = 10' V- 00 0 00 N M 0 0% .n N w cc M 't � U a o� w I- o- cr U M rp a 00 w a_ a O b L U co o O O U z a J � �y w d- rn - - X O CD v O a° J Ln -0 _O V m co � 0 ado U • _ u- N > � o co 5 o0c =v (n ,!ap Cq > C:) TOV Final: 26 August 2013 Title: SITE PLAN it Scale: = 10' Sheet: Ll ■ © Ceres Plus, LLC. 2013 _1 � 1 _ _ _ 1 _ 1 1 1 1 1 1 1 1 1 ELEC TRANS F UTILITY EASEMENT RECEPTION NO. 102780 4 w �E P �- ELEC METER 52 �7, 6 � � L PTARMIGAN C5RAPH I G LEOEND SYMBOL DESCRIPTION TRACT D RECEPTION N❑. 102780 ROAD Q3' R.0. W,) bLo- EX I ST I NO TREE LEOEND (FROM SURVEY) # APPROX. DRIP LINE TYPE TRUNK DIA. RADIUS # APPROX. DRIP LINE TYPE TRUNK DIA. RADIUS 2q 1.5 \ DEC. 30 EXISTING CONIFEROUS TREE TO BE PRESERVED. SEE TREE LEGEND FOR MORE \ INFO. 31 1.5' 5.0' DEC. \ 1.0' / EXISTING DECIDUOUS TREE TO BE • PRESERVED. SEE TREE LEGEND FOR MORE \ INFO. 341 15 A6 EXISTING TREE TO BE REMOVED. SEE TREE 35 LEGEND FOR MORE INFO. 20 DEC. 36 PROPOSED CONTOUR / DEC. - - EXISTING CONTOUR 8.0' LIMITS OF DISTURBANCE TRACT D RECEPTION N❑. 102780 ROAD Q3' R.0. W,) bLo- EX I ST I NO TREE LEOEND (FROM SURVEY) # APPROX. DRIP LINE TYPE TRUNK DIA. RADIUS # APPROX. DRIP LINE TYPE TRUNK DIA. RADIUS 2q 1.5 8.0' DEC. 30 2.5' 10.0' DEG. 31 1.5' 5.0' DEC. 32 1.0' 5.0' CON. 33 15 10.0' CON. 341 15 10.0' CON. 35 1.0' 10.0' DEC. 36 1.4' 10.0' DEC. 37 0.8' 8.0' DEC. 38 0.6' 6.0' DEG. 3q 1.7' 10.0' CON. 401 1.3' 8.0' CON. 41 1.3' q.0' CON. 42 1.0' q.0' CON. 43 1.3' 11.0' CON. 44 1.0' 10.0' CON. 45 1.5' 12.0' CON. 46 1.0' 10.0' DEC. 47 0.8' 8.0' DEG. 48 2.3' 10.0' DEC. 4q 1.4' 12.0' DEG. 50 2.0' 12.0' DEC. 51 03' 5.0' DEG. 52 0.7' 5.0' DEC. 53 03' 5.0' DEG. 54 05' 3.0' DEC. 55 0.5' 3.0' DEG. 56 05' 3.0' DEC. DESIGN REVIEW BOARD APPROVAL TOWN OF VA11' Date: 09/18/2013 Community Development Planner:Joe Batcheller Department r �k �.l PLANT LEOEND SYMBOL QTY. BOTANICAL NAME COMMON NAME SIZE 114 , ) q PIGEA PUNOEN5 COLORADO SPRUCE 14' -20' HT. i 12 POPULU5 TREMULOIDE5 QUAKING ASPEN 2" CALIPER w 8 POPULUS TREMULOIDE5 QUAKING ASPEN 3" CALIPER o o� w N 0 U cr M rp a 00 w a a O b L U co o ° + X 4 PIGEA PUNGENS 'MONTGOMERY' MONTGOMERY SPRUCE 5 GAL. d- M N 0 8 PINU5 MUGO PUMILIO DWARF MU60 PINE 5 GAL. q CORNUS 5TOLONIFERA REDTHI6 DOGWOOD 5 GAL. O15 SORBARIA SORBIFOLIA URAL FALSE SPIREA 5 GAL. O31 SYMPHORIGARPOS OREOPHILU5 MOUNTAIN SNOHBERRY 5 GAL. Iq CALAMA6R05TI5 AGUTIFLORA FEATHER REED 6RA55 5 GAL. � 0 ado U 'KARL FOERSTER' • _ u- N > 25 HELICTOTRIGHON SEMPERV I REN5 BLUE AVENA GRASS 5 GAL. 5 o0c =v q00 s.f. ASSORTED GROUND COVERS AND PERENNIAL FLOWERS Cd V) , bap 750 M o SOD: BLUEGRASS / FESCUE MIX TOV Revised: 12 September 2013 Revised: 16 September 2013 4300 REVEGETATE ALL DISTURBED AREAS WITH NATIVE 6RA55 $ s.f. WILDFLOWER SEED MIX i 70.7 O 0. i , i , i L' I , )5' 2.5' / .0' LOT 3 RECEPTION N❑, 729628 52.7 LOT 3 i ACRES POSTED i 1067 PTARMIGAN ROAD i .n w (14 M cc (n =) It d� � v o o� w N 0 U cr M rp a 70.7 O 0. i , i , i L' I , )5' 2.5' / .0' LOT 3 RECEPTION N❑, 729628 52.7 LOT 3 0.4791 ACRES POSTED ADDRESS 1067 PTARMIGAN ROAD 0 7' � l � � l 71.4 10 5 0 10 20 30 SGALE: 1 " = 10' V- 00 0 00 N M 0 0% .n w (14 M cc (n =) It d� � v o o� w N 0 U cr M rp a 00 w a a O b L U co o O O U z a J � �y w d- M N x O CD a) U O a J Ln -0 _O V m L � 0 ado U • _ u- N > � o co 5 o0c =v Cd V) , bap M o TOV Final: 26 August 2013 TOV Revised: 12 September 2013 Revised: 16 September 2013 Title: PLANTING PLAN Scale: = 10' Sheet: L200 © Ceres Plus, LLC. 2013 1 ELEC TRANS "E I 501 �-_ UTILITY EASEMENT RECEPTION NO. 102780 TRACT D RECEPTION N❑. 102780 C5RAPH I G LEOEND SYMBOL DESCRIPTION EX I ST I NO TREE LEOEND (FROM SURVEY) # APPROX. DRIP LINE TYPE TRUNK DIA. RADIUS DESIGN REVIEW BOARD APPROVAL TOWN Of VA11' Date: 09118/2013 Community Development Planner:Joe Batcheller Department a • .T 56 ;;3 LOT 2 RECEPTI ❑N N❑, 729628 0.4809 AC. (PLAT) 4 �2 -------- - - - - -- -- �_ -11I- I _ - __54 ' 5 0 0111, iiiil1g, IA a 2 34.91 ft 1 Y z� III �o i 1.5 \ DEC. 30 EXISTING GONIFEROU5 TREE TO BE PRESERVED. SEE TREE LEGEND FOR MORE \ INFO. 31 1.5' 5.0' DEC. \ 1.0' 5.0' EXISTING DECIDUOUS TREE TO BE • PRESERVED. SEE TREE LEGEND FOR MORE \ INFO. 341 1.5' A6 EXISTING TREE TO BE REMOVED. SEE TREE 35 LEGEND FOR MORE INFO. 20 DEC. 36 PROPOSED CONTOUR / DEG. - - EXISTING CONTOUR 8.0' LIMITS OF P15TURBANGE EX I ST I NO TREE LEOEND (FROM SURVEY) # APPROX. DRIP LINE TYPE TRUNK DIA. RADIUS DESIGN REVIEW BOARD APPROVAL TOWN Of VA11' Date: 09118/2013 Community Development Planner:Joe Batcheller Department a • .T 56 ;;3 LOT 2 RECEPTI ❑N N❑, 729628 0.4809 AC. (PLAT) 4 �2 -------- - - - - -- -- �_ -11I- I _ - __54 ' 5 0 0111, iiiil1g, IA a 2 34.91 ft 1 Y z� III �o i # APPROX. DRIP LINE TYPE TRUNK DIA. RADIUS 2cl 1.5 8.0' DEC. 30 2.5' 10.0' �J 31 1.5' 5.0' DEC. 32 1.0' 5.0' CON. 33 1.5' 10.0' CON. 341 1.5' 10.0' CON. # APPROX. DRIP LINE TYPE TRUNK DIA. RADIUS 2cl 1.5 8.0' DEC. 30 2.5' 10.0' DEG. 31 1.5' 5.0' DEC. 32 1.0' 5.0' CON. 33 1.5' 10.0' CON. 341 1.5' 10.0' CON. 35 1.0' 10.0' DEC. 36 1.4' 10.0' DEG. 37 0.8' 8.0' DEC. 38 0.6' 6.0' DEG. 39 13, 10.0' CON. 40 1.3' 8.0' CON. 41 1.3' C1.0' CON. 42 1.0' a.0' CON. 43 1.3' 11.0' CON. 44 1.0' 10.0' CON. 45 1.5' 12.0' CON. 46 1.0' 10.0' DEG. 47 0.8' 8.0' DEG. 48 2.3' 10.0' DEC. 4q 1.4' 12.0' DEG. 50 2.0' 12.0' DEC. 51 03' 5.0' DEG. 52 0.7' 5.0' DEC. 53 03' 5.0' DEG. 54 05' 3.0' DEC. 55 0.5' 1 3.0' 1 DEG. 56 05' 1 3.0' 1 DEG. PLANT LEOEND SYMBOL QTY. BOTANICAL NAME COMMON NAME SIZE NOTES: DRIP IRRIGATION SHALL BE PROVIDED TO ALL PROPOSED TREES 4 SHRUBS. POP -UP SPRAY IRRIGATION SHALL BE PROVIDED AT ALL PERENNIAL FLOWER 4 GROUNDGOVER AREAS. TEMPORARY ROTOR IRRIGATION SHALL BE PROVIDED AT ALL REVEGETATED AREAS. 2,5' 52.7 f 8" - 52 • 8 0,, 12' 54, � l i 0,7 LOT 3 2.5' 0.4791 ACRES POSTED ADDRESS / - - - - - - - 1067 PTARMIGAN ROAD 0, 5a ; 2.0' ,ZI.T I- L OT 3 4/ 1 --------------- -- �1%10----- - - - - -- 1.2 , 1. 5' i -\ i �� � , uii�iui, Ili'ui � � // � 1�, • ,mil + 1 - - - -- !� - -- -- �6 - coq ■ - - - - - -- / 1 62 � 1.5' IL ------------ - - - - - � -- 654 ® / .38 -� - 68 • - - • - - - - - - - - - - • - - • - - - - �� z 5 i / 0 7' �� 68 �8` � -_ - -82 _______B270 J41 r04 41 411 w w w �� +� �� - -71- -14.96 ft� ,,� � a . RECEPTI ❑N �� 71.3 - 71,3 c'> O 70.0 70.7 O 71.4 PTARMIGAN ROAD C33/ R W ) 1 I I I 10 5 0 10 20 30 SGALE: 1 " = 10' 4 PIGEA PUNGENS COLORADO SPRUCE 10' HT. M 0 4 PIGEA PUNGENS COLORADO SPRUCE 12' HT. w 12 POPULU5 TREMULOIDE5 QUAKING ASPEN 2" CALIPER 0% o- 8 POPULUS TREMULOIDE5 QUAKING ASPEN 3" CALIPER w CL a 0 0 L U � o O O U z a J �y w d- M ° + 4 PIGEA PUNGENS 'MONTGOMERY' MONTGOMERY SPRUCE 5 GAL. v O a° O II GORNU5 5TOLONIFERA REDTWI6 DOGWOOD 5 GAL. O15 Ln SORBARIA SORBIFOLIA URAL FALSE 5PIREA 5 GAL. O+ 34 SYMPHORIGARPOS OREOPHILUS MOUNTAIN SNOWBERRY 5 GAL. 7 GALAMAGR05TI5 AGUTIFLORA FEATHER REED 6RA55 5 GAL. 'KARL FOER5TER' • O • 15 HELIGTOTRIGHON BLUE AVENA GRASS 5 GAL. SEMPERV I REN5 V) •by0 q00 s.f. ASSORTED GROUND GOVER5 AND PERENNIAL FLOWERS 750 TOV Final: 26 August 2013 SOD: BLUEGRASS / FESCUE MIX 4300 IREVEOETATE ALL DISTURBED AREAS WITH NATIVE GRASS $ s.f. WILDFLOWER SEED MIX NOTES: DRIP IRRIGATION SHALL BE PROVIDED TO ALL PROPOSED TREES 4 SHRUBS. POP -UP SPRAY IRRIGATION SHALL BE PROVIDED AT ALL PERENNIAL FLOWER 4 GROUNDGOVER AREAS. TEMPORARY ROTOR IRRIGATION SHALL BE PROVIDED AT ALL REVEGETATED AREAS. 2,5' 52.7 f 8" - 52 • 8 0,, 12' 54, � l i 0,7 LOT 3 2.5' 0.4791 ACRES POSTED ADDRESS / - - - - - - - 1067 PTARMIGAN ROAD 0, 5a ; 2.0' ,ZI.T I- L OT 3 4/ 1 --------------- -- �1%10----- - - - - -- 1.2 , 1. 5' i -\ i �� � , uii�iui, Ili'ui � � // � 1�, • ,mil + 1 - - - -- !� - -- -- �6 - coq ■ - - - - - -- / 1 62 � 1.5' IL ------------ - - - - - � -- 654 ® / .38 -� - 68 • - - • - - - - - - - - - - • - - • - - - - �� z 5 i / 0 7' �� 68 �8` � -_ - -82 _______B270 J41 r04 41 411 w w w �� +� �� - -71- -14.96 ft� ,,� � a . RECEPTI ❑N �� 71.3 - 71,3 c'> O 70.0 70.7 O 71.4 PTARMIGAN ROAD C33/ R W ) 1 I I I 10 5 0 10 20 30 SGALE: 1 " = 10' V- 00 0 00 N M 0 0% .0 N w M Cr � � U 0: a w I- 0% o- U 4= rn M a 00 w CL a 0 0 L U � o O O U z a J �y w d- M N - x O CD v O a° J Ln -0 _O V m L o ado U •� LL • O 'Q� 1..1� 5 =v V) •by0 •V w E O TOV Final: 26 August 2013 Title: PLANTING PLAN Scale: YY = 10' Sheet: L200 © Ceres Plus, LLC. 2013 \00// - = \uI�G TRACT D RECEPTION NO. 102780 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 = 8286'- 9" EXISTING GRADE BELOW EAVE = 8255'- 10" FINISHED GRADE BELOW EAVE = 8254'- 0" ROOF HEIGHT = 32'- 9" *2- ROOF RIDGE HEIGHT @ SHEATHING = 8287'- 6" EXISTING GRADE BELOW EAVE = 8256'- 6" ROOF HEIGHT = 31'- 6" *3- ROOF RIDGE HEIGHT @ SHEATHING = 8285'- 6" EXISTING GRADE BELOW EAVE = 8252'- 9" ROOF HEIGHT = 32'- 9" *4- ROOF RIDGE HEIGHT @ SHEATHING = 8289'- 2 1/2" EXISTING GRADE BELOW EAVE = 8256'- 6" ROOF HEIGHT = 32'-8 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 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW SEWER LINE PREV FN D. #5 REBAR & uTlu1vEasFENT - - - - - - - - - - - - - - ,._- - - _ _ _ _ _ _ _ PREV FND. #5 REBAR & SEWER MANHOLE ALUM. CAP L.S. #18478 RECEPTION NO_ 102780 -�- � ALUM. CAP L.S. BAR - 24 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MEAS RIM= 8247.8' , - � - - \ - _ - MEAS INVERT= 8239.8' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f - - - - - - -- - _ - - _ - - - - - - -_- - - - _- - -_ - - - - - - - - - - - - -- - - " , N89 °23'28 „W„ „ 150. - i c � L � � � NEW ELECTRIC LINE ELEC TRANS - (2) DECIDUOUS TO BE REMOVED �N / -�� 55 �� - -- - -- - - - - -- - - -52 8 - - -__ 50 \ + 51.0 \ _ _ - - - LINE OF T -6" SET BACK FROM PROPERTY LINE-. _NEW PHONE LINE � O ' � 1 ELEC METER - + - \� (2) DECIDUOUS TO BE REMOVED / EXISTING PHONE LINE - - - - / - STEPS \ ITV�I �`� - jYl ENCROACHMENT LINE DECK + \ _' _ - �1 .5 4' ROOF ENCROACHMENT LINE T 1 i NEW TV LINE � � � _ - - * (1) DECIDUOUS TO BE 17 15' REAR SET BACK - - EXISTING TV LINE _ - _ _ - 3 - REMOVED 52 T.O. STRUCTURE @ 8285' - 6" , "EXISTING GRADE 82 \ \/ 15' SIDE SETBAC _ - - / / / / 2) DECIDUOUS O BE REMOVED 3 R p f ABOVE GROUND TRAMPOLINE T.O. STRUCTURE 8286' - 5 1/4" EXISTING GRADE @ 8255' 3 \ 54 - \Nt I � III I�� ■I ; ILI __ I % ■ice �' - ,� � III 1�9►!■�I� ■ ■ ■ ■ ■ ■f -, • �■ II � CIMINO SIP- �i ■�� ■I�S�i��l��� ■ ■■ ■ ■ ■ ,, � � I 51.46 - Y I + 53.33 m i W 0 i SP RA FEN E - , - - - 8255- I (1) DECIDUOUS TO BE REMOVED - - -/ - -- 56 -57 - -- - - - - .x' 5a 12" 56 55.3 3 -� 55.5 10 / � + 10 T.O. STRUCTURE @ 828T - 6" LINE OF UPPER DE = F iv EXISTING GRADE 8256' - 6" LEVEL I I I I - - 55.-38 @ FOOTPRINT -LEVEL -N - - - LOWER LEVEL FINISHED FLOOR @ 8249' - 6" \ 5633 MAIN LEVEL FINISHED FLOOR @ 8261' - 6" _ _ + 57.25 . UPPER LEVEL FINISHED FLOOR @ 8273'- 6' / 58 DECK= 43 SF - 57.3 - - - -- _ / / _ I 58 � 57.42 + A. T.O. STRUCTURE @ 8283' - 6 1/2" 2" / 12" 8261' - 9 ",: / 8261' - 0' _ (2) DECIDUOUS TO BE REMOVE I - +59.3 DECIDUOUS TO BE MO LOTS 8261' - 3 1/2" I / EPTION NO. (1) VED REC��° 08261'- 5" T.O. STRUCTURE 8279'- 1 5/8" - - - - - - - - - - - - - / 729628 8261' - 5 �S�uG�UR / ' 8261' 3'� + 59.43 - < 60 / 1.3% 60 - I 1 o' 8261' -2" I L, SLOPE \ \y ., O +61.31 58.33 - - - - , 8261 - 6' I I - V 12 + I DRIVEWAY= 61.0 SNOW STORAGE +` 8261' - 4" - fA 2,889 SF AREA 75 SF - � - { 9.8 (4)9'X18' - I 62 AI �iiiiiii �� _- � ENCLOSED \ /- O� w1:61.0 \ T.O. STRUCTURE 8283' - 10 1/2" / �G 62 °� PARKING SPAC S I / A o a ) i iiiuh i�ii, i 8261' - 5" 1 / 8261' - 3" SL O E 1.7% 64 i \ % SLOPE 8261' - 6" �8% SLOPE Q �i I \ ' / ' / ILI ' 2 CONIFEROUS TO BE REMOVED I I SLOPE �� (1) CONIFEROUS TO - 62 / O CBE REMOVED �. 60 I 6 LINE OF UPPE 1 I LEVEL I / I - - ` + 62 -5 8263' 0'12% OPE '� ,2 FOOTPRINT _ / - - /� SLOPE �� (2) DECIDUOUS TO BE REMOVED" I •I _ 5 DECK- - 42 SF \ O� - - _ 64 / 8265'- 0" �x SNOW STORAGE AREA 240 SF- ......... _ Q CT LINE OF BUILDING FOOTPRINT - I (7) DECIDUOUS TO O BE REM ED'S - - E Scoo NORTH LINE OF GOVT LOT 3• F - - - /(1) 9X19 EXTERIOR PARKING SPACE_ - / _ GAS METER LO TION �L \ 20' FRONT SETBACK SIOAF 265.8 L = �_ / 8267' - 0" 66 / - - / ELECTRIC METER LOCATION I 7` _ 63.0 -� 2. � 66 65.6 8261 -6' - - - -8261'- 6 / 64 NEW GAS LINE - + ` - _ _ / /�- - - 4 8265 _ - 64 tw: - �� �_ _ - _ �_ / \ / /8' MAINTENAN 8264.9 - ./ - \ _ _ _-I - -_ - - - - o _ - - EASEMFN� / _ -�- 0- - _ 8265.1 ss 8267.1 i - m - -� __z_- 8267.6 i�� ------- - - - - - -- - - 8269' 0" _ - - - - -68 J 8' MAINTENANCE /UTILITY EASEMENT 5' SETBACK FROM STREET FOR 0 W, ®.. SHRUBS, PERENNIALS /ANNUALS, - - -- - -� " I 1 8267 6 - - 8269' - 0 "- _ _ _- RECEPTION NO. x- IN 69 8270 - _ _7 i - J 10' SETBACK FROM EDGE OF STREET 8268.4 - - - - ' 729628- 71.3 FOR RETAINING WALLS AND OTHER (69.0) 8289.4 i 71 3 - • PERMANENT OBSTRUCTIONS IE O 70.0 - � BOULDERS 4' UNHEATED CONCRETE PAN 70.7 O 71.4 (CENTER OF PAN 3" LOWER THAN S 88'58'40"" W 66.74' EXISTING GAS LINE SIDES) SITE PLAN 1 If = 10' -0" Uj U Z LU D N LU Y U Z N LU REVISION N O J � ,^^ L + Li + 0 0(o ., p U O Z' IL p CF W ■O `V ■IIIIIIIIIIIIIIIIII Cm \ ■� •/ E ^n W N � O No. Revision Date 1 09/13/13 Revision Description REMOVED (3) ADDITIONAL TREES; ADDED FLAGSTONE STEPS TO WEST SIDE OF SPA; MOVED BOULDER RETIAING WALL AT GUEST PARKING V -6" TO THE NORTH AND LOWERED THE HEIGHT NOT TO EXCEED T; REVISED ROOF OVER MASTER WING n 0 c4 V o� d -0 o v v m co cn c� oz c0 O �< W 0°m N O* zy n �W wD CD ;0 CD v D O G D r REVISED FINAL DRB SET Issue Date 09 -17 -13 Drawn by AG Checked by HB Scale As indicated SITEPLAN A2.0 d r` �n M N 0 N ti m ` o ` o A B C D E F G H I J M co ih 0 (N co M eo 2 M CV LL. O V N 6: ll� � e�;� 6' -8" M N N1 �9 17' -0" 36'- 0 1/2" MAIN LEVEL HABITABLE AREA 3020 SF 0 N M 8' -6" MAIN LEVEL AREA PLAN 17'- 10" Ln 15'- 9 1/2" i 20'- 3" 1/8" = 1' -0" 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 7,273 SF Total Allowed Gross Residential Floor Area (GRFA) for entire lot 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 o� m Main Level 3,020 SF 3,020 SF ■ 26'-0" E /'- 4b /16" V v b "V 20'-43/16" V /'-b" I /' -b" 2b'- 913/16" 39' -41/2" 11 V' 12,-b1/21, 3 13'-6" /'-9" 20'-3" b'-9" 1/' -1u" L 6'-b" /S� � K L M N ® P R S T U V W X V Y V Z V AA BB CC V DD TOTAL WALL AREA = 4,509 SF COVERED WALL AREA = 3,234 SF l— M REVISION Revision No. Revision Date Description 1 09/13/13 MOVED EXTERIOR WALLS PER NEW FIRE PLACE DESIGN; REVISED ROOF LAYOUT 0 0 3 e_ Q v � � < b � m T m 0 'O C -0 0 v v v m m O oZ coA cD �< 00 0°m I'j O* ZT n �W CD wD CD M (D 0 D 0 v M O D r REVISED FINAL DRB SET Issue Date 09 -17 -13 Drawn by AG Checked by HB Scale 1/8" = 1' -0" AREA CALCS A2.1 0 N coM N 0 N N O J N W V v `r) Z o� m °0 M O W ■1 o O U ■ O Z' _^ LU � ■., U. O CF W ■O ■� M CM �- E Z C/) �a Cl) LLI N 0 r 26'-0" E /'- 4b /16" V v b "V 20'-43/16" V /'-b" I /' -b" 2b'- 913/16" 39' -41/2" 11 V' 12,-b1/21, 3 13'-6" /'-9" 20'-3" b'-9" 1/' -1u" L 6'-b" /S� � K L M N ® P R S T U V W X V Y V Z V AA BB CC V DD TOTAL WALL AREA = 4,509 SF COVERED WALL AREA = 3,234 SF l— M REVISION Revision No. Revision Date Description 1 09/13/13 MOVED EXTERIOR WALLS PER NEW FIRE PLACE DESIGN; REVISED ROOF LAYOUT 0 0 3 e_ Q v � � < b � m T m 0 'O C -0 0 v v v m m O oZ coA cD �< 00 0°m I'j O* ZT n �W CD wD CD M (D 0 D 0 v M O D r REVISED FINAL DRB SET Issue Date 09 -17 -13 Drawn by AG Checked by HB Scale 1/8" = 1' -0" AREA CALCS A2.1 0 N coM N 0 N o I I I I I I _ J I- - - - - - - - - - - - 3� 3 d O � O � � � T v O l � � � � A T 0 v v E m Cl) m O pZ (0_ � (D � < 00 00 m N O � �W O WD (D 0 v D -o -o O D r A B C D E F G H I J (V M M 0 N eo M eo 2 M CV O V N 26'- 0" 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 SummaryHabitable SF GRFA SF Lower Level 4,171 SF 1,167 SF *1 Main Level 3,024 SF 3,024 SF 26'-0" E /'- 4b /1b" "1'-b" V v V 20'-43/16" V /'-b" I /' -b" 2b'- 913/16" 39' -41/2" 11 V' 12,-b1/21, L, 31 13'-6" /'-9" V 20'-3" L, b'- V 1/' -1u" L 6'-b" V 3'-y" � K L M N ® P R S T U V W X Y Z AA BB CC DD TOTAL WALL AREA = 4,509 SF COVERED WALL AREA = 3,234 SF ORE ABITABLE io M H U - 10" Zo i 10" o� V X US Mail Onlv: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax: 926 4364 hans(a0erglundarchitects.com www. . berglundarchitects.com N O J "W L0 V O r Z Fn o0 LLI 0 ti" V 0 O " UJ " U. O 0 a Er 4 M �- E Z cl) Cn 0) r4%_ �a LU N O REVISION Revision No. Revision Date Description FINAL DRB SET Issue Date 08/26/13 Drawn by AG Checked by HB Scale 1/8" = 1' -0" AREA CALCS A2.1 a co co co0 N N 00 \010// i — /mA x /111 \\ \W1//// \\I1� — GENERALNOTES 1) LIMITS OF DISTURBANCE AND FENCING TO BE PLACED AT THE DRIP EDGE OF TREES OR AS APPROVED BY ARBORIST. 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 — — — — — — — — — — — — — — — - - - - - -------- - --------------------------------------------------- PREV END. #5 REB AR & - — II EXISTING ELECTRIC i — — — — — — — — — — — — — — — — — — PREV FIND. #5 REB AR & SEWER MANHOLE ALUM. CAP L.S. #18478 " " - ' - LIMITS OF DISTURBANCE _ _ — — ALUM. CAP L.S. 7 8778 — — — — — — — — — — — — — — — — — — — — — — — — MEAS RIM= 8247.8' — — — — — — — — — MEAS INVERT= 8239.8' — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — - - _ — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - _ _ - -t -� ELEC TRANS _ — _ 82 ` (2) DECIDUOUS TO BE REMOVED — _ �- " - _ - - - -- , — —� �— 0 — — ®— __ —_�� - - - _ - '' �� (2) DECIDUOUS TO BE REMOVED _ 52� 8 - - - - - LINE OF T -6' SET BACK FROM PROPERTY LINE I ELEC METE STEPS EXISTING PHONE LINE I I \VI � �- - — I I - 5' DECK ENCROACHMENT LINE I , _ - - \ 0. DEC K — — �I - - - - 4' ROOF ENCROACHMENT LINE - I_ I ________________,_ __________ ______ - - - -I_ I / \ - - - (1) DECIDUOUS TO BE 15' REAR SET BACK 5' , ' 2' I EXISTING TV LINE -- _ \ _ _ - - REMOVED I I SP RAI J - I FEN E -- - - (2) DECIDUOUS TO BE REMOVED I 1 — 5 \\ C > \ _ - - (1) DECIDUOUS TO BE REMOVED \ \ \ EXISTING DECK TO BE REMOVED (1) DECIDUOUS TO BE REMOVED - 2Sg� ------- - -56 -- - - -- Z_m _ 9.7 I Y - LINE OF NEW \ ,Q I �— _ —UPPER LEVEL \ pO2m — — — I I m FOOTPRINT 1�z\ \ ' 25' OUTLINE OF NEW BUILDING FOOTPRINT W - 8255.7 i Zm\ \ Y I _- --- -57 - -- _ r- o I I 55.4 ,/ ���� - - - - - -- \ 1 \ - - -� ---- - - - - -- W J (2) CONIFEROUS w 0' TO BE REMOVED - - - - - - - - - _ JI 8256.5 � / ' LINE OF NEW 8256.2 - / I UPPER LEVEL - - / FOOTPRINT - - - - - - - - - a 2 DECIDUOUS TO BE MOVED �— J O US RE 1 r - - - -- G\ I I C (I I (1) DECIDUOUS TO BE REMOVED I / - OF �X \g� \N _ - - -- -- _ -- -�_ \N� - -�I J - - - - -- - \ y I WOOD PATIO & " " " I I % —IIII WALKWAY I — — — — �` /1.21 f I — i 0" F�� / X26° _ - - ' - ;>�� 4� ELI -Ill ' — o (4) CONIFEROUS EROUS TO BE REMOVED \ ---I �I CONIFEROUS TO� BE REMOVED 0' 10' 20 30' I I LINE OF UPPER LEVEL ' I / FOOTPRINT I _\ I _ _ I _ - " ' (2) DECIDUOUS TO BE REMOVED CT i� L I OUTLINE OF NEW BUILDING FOOTPRINT— — I (7) DECIDUOUS TO BE REMOVED J � �I NORTH LINE OF GOVT LOT 3 - - - = - - - , /' 5 - -� 20'FRONTSETBACK — y - - - -- -- cps / — - - EXISTING PARKING ANDS I- �� STAIR TO BE REM` VED ` � 8265 8' MAINTENA �.8' � 8270 — — — • — - - -� —__ ��6' I — — �° �` �� — �- - - - - -- � � � � �' NCE EASEME.Ni y� ---- - - - - -- — - -- / 8' MAINTENANCE /UTILITY EASEMENT 5' SETBACK FROM STREET FOR 0.8' _ SHRUBS, PERENNIALS /ANNUALS, ETC. -C ---- - / - - -_ _- - -' / i 10' SETBACK FROM EDGE OF STREET FOR RETAINING WALLS AND OTHER PERMANENT OBSTRUCTIONS IE BOULDERS EXISTING GAS LINE DEMO PLAN 1 If = 10' -0" O O S" 88 °58'40 "" W" 66.74' in REVISION No. Revision Date 1 09/13/13 Revision Description (3) ADDITONAL TREES ARE SHOWN BEING REMOVED 0 s � o G 0 m o m m � Gov v v m CD 0 OZ �� (D�m 00 Om N O� C) --ICU WD CD M v D 0 D r REVISED FINAL DRB SET Issue Date 09 -17 -13 Drawn by AG Checked by HB I Scale As indicated DEMO PLAN A2.2 2 In 0 N M N_ M_ O N m N O J LU n L V V _O T.- on LU n O 0 • O n Z' LU � n U. O n e .O \V Z Cl) W N _ clW r REVISION No. Revision Date 1 09/13/13 Revision Description (3) ADDITONAL TREES ARE SHOWN BEING REMOVED 0 s � o G 0 m o m m � Gov v v m CD 0 OZ �� (D�m 00 Om N O� C) --ICU WD CD M v D 0 D r REVISED FINAL DRB SET Issue Date 09 -17 -13 Drawn by AG Checked by HB I Scale As indicated DEMO PLAN A2.2 2 In 0 N M N_ M_ O N m - 7A °2� 28 E 4.24' :6;A • • �- •_ � • • • • � • • • � • � • � • • • � • • • • • • • • � • • • • � • • • � •�� 2 5 3 - - - 4 S" 9° 25 C5 " E 6 � 4 41 " ( M EA 7 g --- --- - - - - --- 9 10 - i 4' -8 26' -0" n5A -s" 1T -0" 4 8'- '3 2 1T -10" 1 4 51/2" 15'- 91/2 "_ 1' -10" 9 _ \ qq 2 -6,- \ A5.3 A5.3 A5.3 A4.1 A5.3 _ A5.2 3 _ - 0.0 A5.2 _ � A4.3 5 _ - /_7 Z91T /:e3:Zi111�1■7 - - - - " A5.3 2 LINE OF T -6" SET BACK FROM PROP RTY LINE 51.0 g2 _3 -- -- - ----- - -- -- - - \ \ T 51I + 51.0 UP WATER FEATURE - 10' - 0" - - "� O ME T LINE - - 7--7--'DECK 5 NCR A H N --- - - - - -� _ _ 49.5 � STUCCO OR WOOD SIDING AT OPEN ° _ _ - - - \ - 4 F ENCRO T AREA WALLS " °� �� - I V� \ PLANTER` _ _ _ _ _ a� LI E �� \ T.O. STONE CAP @ 8250' -10" _ ��+ 5 RQO ACH EN -- OPEN AREA � _ Ali \M 1!� --. - - -- -- �� -- - -- -- -- - - -- - - -- - -- - - + - - - -- - \\ - \ - -�- -� �- - - - - -- - -- - - -- - -- -- - - -- - - -- -- FJ"13 - - - \ MOUNTED FLUS - HOT TUB I - - 53.5 8253' - 9" 023 \ i /' 2 / MOUNTED CLG' \ 2 aaa " \ r HEATE STEPS DOWN 18" 15' REAR SET BACK - - BUILT -I CABINET 36" HIGH GUARD RAIL FU RNIT ES G T.O. SLAB @8253' - 9" -------------------- ----------- - - - - -- lip / _ \ NOTE: TOTAL PERIMETER WALL AREA (1) LIGHT IN CEILING ABOVE- EQUALS 11 lei 77'-6". 25 % OF THE TOTAL WAL _ - V 'o AREA MUST BE OPEN. THE TOTAL OPEN LENGTH IS 21'- 1 3/8" WHICH EXCEEDS - ` 2 TRAMPOLINE \ THE REQUIREMENT OF 19 - 4 1/2 ". GAG (2) CAN LIGHTS IN CEILING ABOVE _ \ �A, CONCRETE SLAB _ Pte\ A i - TV LOCATION 45' - 4" N - \ T.O. FINISH @ 8249' � 'I I$• A � �" � -- \ �� � G�R� RPN � POOL 16 1 T.O. SLAB @ 8248\- 4" �GrvLD T \ � ^ - - - _ \ � � \F; W,PEPA AI \E 03 MECHANICAL \ - -o - V / / 7 C, ` �_ 02 'o- 0 / FLUSH MOOCHED \ 371- lvl - - - _/ - - \ \ ( ) CIL EATERS WATER BASKETBALL HOOP - - - / LINE OF MECH. \LINE OF DEC' ABOVE y� � II -L i _C MEZZANINE ABOVE ED STRIP LIGHTING I i - / -3 UNDER FIREPIT LEDGE / (2) CAN LIGHTS IN CEILING ABOV _ _ - - \ 007 \ ❑ = OVERHANG -I % i 007 \ TOUCH LATCH CABINET DO RS / �� b i -�1 / 1 1 \ 103" Tv THRO F ` I II II1I I I I 49.5 TEA .53.83 ❑ 08 - 49_ .51 0 I tw.52.5 BB ol WOOD PANELING R OM A I A I I z \ 006 \ INFRATECH FLUSH ` ��. / - - - - - - w.&3.0 • I kn� O j UU LO r%ft Y V O1111111 r z m • O• U ■ • O ., 4' Z ■E Cj) > (tw 4 0) ., ■ LL O • O • .� m Z "� -- LLI MOUNTED CLG EATER ❑ ❑❑ 51.38 • > GLASS WALL% 5.33 \ / \ / (1) CAN LIGHT IN CEILING ABOVE - - - 7' 1 HIGH WINDOW- WI SILL EIGHT 7'- "A.F.F - - -� \ - _/ - , I / @ � REF. DRAWERS TV WALL WITH GLASS � \ 'I �_i � - - � Y� C � � 51.46 ,2 _ I SHELVE , , 'r - - + 49.,a 52.0 III I� - 2 01 � \ � \ `1 ` F1 _ - / 254'- 0" 8252'- 0" III III \ v �T•• �' 08 --- - - - - -- I / _ �� � REVISION SHELVING ABOVE ❑ 7 STEP SLAB FOR FLAGSTONE FLOORING 06 \ 07 / FOR YOGA O 53. Revision T TSLO -CORf4EftV N DOw- q No. Revision Date Descriptio n n pp - - MICRO. D RAWER �►�, .42 _ - - - O \ \ GLASS WALL , `r \ \ \\ 1PASSTHROUG CO - - EXTERIOR L ' I \ ' T_ 1 \ 14 WALLS PER TRA UNDER SINK AR - _ _ - ' ' - I� I I� NEW A5.2 / \ 2" HIGH R TOP I \ ° ` rn 011 9'- 9 1/4" _ _ M ' ' I 0 N DESIGN FIREPALCE �' _ �A \ 010 �/ - - -- 014 - -- -- - - - - -- V (�- 0 � 56 I f ` � � \ i _� TOWELS ON ' M i \ DW DRAWE SHELVES ' BENCH / 1 E 00 V ` A ABOVE PULL M _ ' - RCI�ROOM - - - \ \ /� QI�T T 6' - I , A5.4 - -- �------------ } - - - -- .000, - - - - 005 005,, , i LN BELOW \ 0 4 GUE ROOM #2 0 8 ❑ ` \ / REF DRAWER _ EIGHT STATION AREA \ /' \ \ \ \ /4'-3 1/2" 5' - 5 3/4" CLR. Z 012 ih 01 A5.2 I / ` \ 825 \ - \ NCH WITH HOOKS AND 024 ; m 1 CUBBIES ABOVE 2' - 6" CLR. O, lo ELEVATC0 T.O. FINISH @ 824 ' - 6" -- - - - - -- / /� 025 ,5 IIII .3 r- o ' IN C I I, , -- - - - - -- j n IRRORS - - \- /------ - - - - -- - - -- - \ \. - R GOES 11'- 83/8 " - -" DRAWERS \ _ REF. - -,, - U P _ - - w/D o - / LINE OF FLOOR ABOVE BUNK EDS 013 v 013 �/' \ sTO (� ❑ - 57.25 022 - _ _ - - - - a 1. - - - - -- I ' 56.33 \ J - - - -- - - - - T I \ �CHANG CHANGING oo CAMBRIDGE- 57. _ - i M CAMBRIAN THRU CAB W `. _ _ 58 / I \ o TYPE 2 48 X 54 CAB _ - co ----- ----- A DN I 0 4 i�v` 024 M 0 6 018 �� ---/�\ �J A o a 00 W\ VATOR MEG a -� , \ - _ ' I , 4 1 _ A4.2 / W 7. I \ U � 41/2" _ __ 019 01 _ I 5 . A4. A5.1 PROJECTOR L GATED BEHIN� LASS 004 • - - E- - -_ - - - - -- - - - -- - - - -_ - -- _ -- - a _ - a - 17 0 p \ - _ �� F - - -- - - - - - - - - - \ -, �. a,, � \ • � I 019 2'_6 2' 4 1/2' G - 3 A5.1 58 I ' ■ \ YD ULIC 7ER UNIT \ � ACCESS TO 5' TALL MECH. SPACE ABOVE ACCESS TO 5' TALL MECHANICAL SPACE ABOVE I■UIEWME. GUEST RO LO M 016 ,5 IIII .3 r- o ' IN C I I, , -- - - - - -- j n IRRORS - - \- /------ - - - - -- - - -- - \ \. - R GOES 11'- 83/8 " - -" DRAWERS \ _ REF. - -,, - U P _ - - w/D o - / LINE OF FLOOR ABOVE BUNK EDS 013 v 013 �/' \ sTO (� ❑ - 57.25 022 - _ _ - - - - a 1. - - - - -- I ' 56.33 \ J - - - -- - - - - T I \ �CHANG CHANGING oo CAMBRIDGE- 57. _ - i M CAMBRIAN THRU CAB W `. _ _ 58 / I \ o TYPE 2 48 X 54 CAB _ - co ----- ----- A DN I 0 4 i�v` 024 M 0 6 018 �� ---/�\ �J A o a 00 W\ VATOR MEG a -� , \ - _ ' I , 4 1 _ A4.2 / W 7. I \ U � 41/2" _ __ 019 01 _ I 5 . A4. A5.1 PROJECTOR L GATED BEHIN� LASS 004 • - - E- - -_ - - - - -- - - - -- - - - -_ - -- _ -- - a _ - a - 17 0 p \ - _ �� F - - -- - - - - - - - - - \ -, �. a,, � \ • � I 019 2'_6 2' 4 1/2' G - 3 A5.1 58 I ' ■ \ YD ULIC 7ER UNIT \ � ACCESS TO 5' TALL MECH. SPACE ABOVE ACCESS TO 5' TALL MECHANICAL SPACE ABOVE I■UIEWME. IONIMMME A&W I I Is 01'm!mm IIII � E 59x67 l 59.3 CO / • I 2 \ - - - -- - - - - -- 0 1 s G O _ MN - - - - -- 20' -4" 61.5 / 0 1 ACCESS TO 5' TALL _ _ - - - �OF / • I I O T.O. SLAB @ 8243' - 5 3/8" \ A MECHANICAL SPACE - - - LAN \ /' 1 - I 60 IJl _ - ABOVE DOOR - - - \ . /I • I ` ° ° ' • 59.43 • I �I 0 T.O. FINISH @ 8244'- 6 3/4 \ 0 I / WOOD PATIO \STO G 00000 l \ I ,, °'' _F 61.31 - 003 WALKWAY - / � I - 41/2" � I \` ,__- • _I_ // - -- y / _- �, M H 001 59.8 I - __ , 24' - 7 3/4" CLR. / I \ = ' 0 0 c_ O 0 o� o � o T 9 A � -oov v v m m cn m G7 (0z (D�m 00 0°m N ' CD ZT wD CD 0 D O D r I _ • Q k iJ I \ _ _ I I I • 4 SET REVISED FINAL DRB N t 1 I _ I,, •• 1 •' 1 I /I ' / / _ , _ _ - - , Issue Date 09 -17 -13 10 / I '' I I _ ' I / , Drawn by AG • - 1 • Checked b - v HB II I- Scale 1/4 " =1' -0" 6 _ - - -- - 1 WER A5.1 I _ _ _____ - -__ LEVEL �� _ , _ __ - - - -- I FLOOR 16 2 I / LOWER LEVEL PLAN I I ,'' • 4 a 2�44' 8'- -16'- PAL'.�1 N CD N ti m • • • • • • • • • 6 • • S • • • 4 • � • � • 3 • 2 • 1 • • 0 4 • • • • • 3 • � • � • � • �m • • _ �= -• - NE 1 2 3 4 A5.3 5 A5.3 6 A5.3� A5.3 7 A5.2 -- _ A5.2 g 10 O -' L - 4' -8" 26' -0" 6' -8" 17' -0" 8' -6" 17' -10" - - - - -- ' 51/2" 15' -91/2" 6 - _ �_ - - - -- 0.0 V _I- A4.3 5 LINE OF T -6" SET BACK FROM PROPERTY LINE_ - } A5.3 ____- - - - --- 2 ` 51.0 _ 1 1j, 1311 \ V - -- 51.0 I , O i STEEL COLUMN _ 3A WRAPPED IN -WOOD WATER FEATURE F , U g•� � -- - - � - - - - �� 5' DECK NCROA HMENT LINE STEEL \� � � �� � \ \ _1 -- 49.5 ( 0) (2) CAN LIGHTS IN COLUMN \ CEILING ABOVE �� �� WRAPPED IN �� I V A - 4' ROOF ENCROACH ENT LI E A WOOD - __ - g _ -(2) INFRATECH \\ � _-- FLUSH MOUNTEb .y - :�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / CLG HEATERS - - _ _ - . \ � � �, � ✓ \ / 6 c � 15 REAR SETBACK 53.5 I 0. INFRATECH FL FLUSH MOUNTED _ I _ - - - 7�-METAL PANEL SLIDES ON TRACK PF CLG H A-TERS - ' 2 CAN LIGHTS IN G� �� TO COVER AND SECURE TV O \ \ HP iC ILING A , OVE \ \ \ \ RECESS TV ABOVE FIREPLA E--' A A4.3 FIXED PANEL AO - D_FPN LOUVERED \ \ i 05 \ (2) CA HTS IN CEILING ABOVE _\ Q _ - - - - - - _ _ _ _ ? _ OPENING _ - A - \- - - - - - - - A v -� _ I A \ _ ` A \ \ LED STRIP LIGHTING I - / \ a FIRE PIT A UNDER FIREPIT UP OVERHANG - _\ - - - _ i J - MECH. CHASE - - _ V BOULDER HEARTH / \� �� _ A A Q�P� ��� GORE R 4t4,lll P _ - -- _ - MASON LITE F LACE � � ' " ) - J - i .116, EAK AS A � 0 19.53 , , ' NOO o D =� ' SHELVES OVE LINE OF DECK ABOVE 04 \\ AB � ' -- I 110 1 / 109 \\ (2) CAN LIGHT IN CEILING ABOVE _ -�� \ o' LINE OF FLOOR ABOVE \ \ (4) INFRATECH �FLUSA MOUNTED- �' a� < v / / C G HEATERS \ _ A , , A g 99 53.83 \� 108 / 100, ' \ �C X OPERATIO T' 55 ( � .5 49.5 O 1p i AND SLFHE DOOR / /� F MILY O ICE 2' 07 tW:52.5 BB �� \ \ \ - 1 II i I III II �I II I • / HIGH WINDOWS ABO E ' I I III I I I �I I I I I I I I III III I , P" IELVING / CUBBIE - 108 \ RINTER/ SCAN R LOCATION i i III I I 1� cs ;ILL HEIGHT 6' 0" / / i / \ \ \ ` H BLE OP 1' p - -�3.0 , IA.FF. \ - \ MECH. CHASE i X116, �%�/ / \\ � III'� \I�I�I - - - - -- D \ WA ER FEATURE I / 51.38 _ -5 3 LED ST " UNDER CABINET TOE J,. � , RIP LIGHTING KICK (1) SURFAC MOUNTED - 51' - 10 i I \ \ - - - , SCONCE A OVE STEP LIGHT ,� 51 .46 • I / I _ AT HEN � , , �' \ A - - .� � I ICI I� II 6, I U� ' ' D \ \ LINE OF (ROOF ABOVE - % 2 � ��- % I -- \ V I 22' - 6" (1) URFACE MOUNTED - Q r 1 A5.4 rn / - = r 1 TR, SH \ 6 '3 _B SC NCE ABOVE STEP LIGHT � /\ \ / � I I �A/ � B A N SLOPED STONE CAP \ \ \ 1 POSSIBLE RO LER SCREEN AT JAMB POSSIBLE ROLLER SCREEN AT JAMB Q r 53.33 � 54.0 _ O �. � PASTA STEAMER Avv y�yy - - - 08 � . , 09 DD ®® - WOLF DF 60 -BLACK KNOB - ` � ' - - - - -- -- - -- % ° P, TV LOCATION ® 3 -PANEL P CKET • B I , �, " � -� 53.42 I ' � � REVISION I / � p ,� , , -' � 107 � BUILT IN SHELVING _ � � GH WINDOW - WINDp = �/ APPLIANCE ` 1' "631 _ _ I o I/ I I Revision A5.2 i SILL HEIGHT @ 6' -0" A.. F. GARAGE P� R ART - ' - w _ - No. Revision Date Description ------ - - - - -- - III I , � � � � 107 8 7/1 � (� �) 56 LAUNDRY \ - i s I1 �I 1 09/13/13 EXTERIOR ERIOR 5.5 E E WALLS PER k 1A rc - I 02 10 DRY 55.3 I I I / NEW FIRE / 3 10' 10 3/8'i MICROWAVE / • - \ _ _ _• � LOCATION 106 w PA TR � = � \ • /'' • � 1 �� �� �� �� O \ \ • ART A5.2 FLAT RAME WALL TO � 105 ` � u? \ ALLOW RYERFACETO -------- - - - - -� - - - -r ALIGN WITH WASHER D 1 �J�W - J�D. _ ��W _ 103 105 ; ENTRY - -- - _ 231 104A W OR ALL I - -- -- - - - - -- - _� _ _ _ - - - 00000 M A E \ L ATION \ �• - - - - - -v -THIN STONE VENEER G N AW O 5'- 5 3/4" ELEVATO 117 J / W 0% ,, ^^ Y♦ Pft V V Z Or Fn 00 W -0 U ■ O Z' _" LU U. O ■O m Z Cl) Cl) W 0W *4 �o DD ®® - WOLF DF 60 -BLACK KNOB - ` � ' - - - - -- -- - -- % ° P, TV LOCATION ® 3 -PANEL P CKET • B I , �, " � -� 53.42 I ' � � REVISION I / � p ,� , , -' � 107 � BUILT IN SHELVING _ � � GH WINDOW - WINDp = �/ APPLIANCE ` 1' "631 _ _ I o I/ I I Revision A5.2 i SILL HEIGHT @ 6' -0" A.. F. GARAGE P� R ART - ' - w _ - No. Revision Date Description ------ - - - - -- - III I , � � � � 107 8 7/1 � (� �) 56 LAUNDRY \ - i s I1 �I 1 09/13/13 EXTERIOR ERIOR 5.5 E E WALLS PER k 1A rc - I 02 10 DRY 55.3 I I I / NEW FIRE / 3 10' 10 3/8'i MICROWAVE / • - \ _ _ _• � LOCATION 106 w PA TR � = � \ • /'' • � 1 �� �� �� �� O \ \ • ART A5.2 FLAT RAME WALL TO � 105 ` � u? \ ALLOW RYERFACETO -------- - - - - -� - - - -r ALIGN WITH WASHER D 1 �J�W - J�D. _ ��W _ 103 105 ; ENTRY - -- - _ 231 104A W OR ALL I - -- -- - - - - -- - _� _ _ _ - - - 00000 M A E \ L ATION \ �• - - - - - -v -THIN STONE VENEER G I � I _ /> PLACE DESIGN. � ENLARGED WINDOWS AT DINT G COM 0 " _ _ - �J58 I I EAST �� ELEVATION 113 = L VING ROOM PER NEW 49 • _ _ \ A FIREPLACE C14 DESIGN \\ � I i ® • o 48x118 B - OM / MO i I T O. FINISH @ 8261' - 6" 56STORAGE - �� _ _ _ _ _ _ - N a .33 DROO A ROLLING CART - - _ _ _ - 1 LINE OF LOOR ABOVE O 5 Q / ST 7' - 11 5/8" (� 102 V ��� �� ��� �_ _ _ _ IGH WINDOW- WINDOW L HEIGHT @ 6'-0' A.F.F. BENCH W/ 117 - ART - - - - - - �n - I Cl) I A °° ENTRY CLST i I CUBBIES ABOVE BENCH \ MICROWAVE DN 19' - 4" - ! ECO DA LOCATION 111 112 CORKBOARD _ K TCHE ��G 4' - 6 3/4" WALL I ION 4 7. ' - - - 1- • - 57.42 _ 1 A4.2 " a l u u A 16 i I • 116 -T11 I I - - in t - -- - -I -- - II M _ 5' -s " - -- i - DW ° WINE _ 11 ' J -- L_si__tL_ -Ii__u__iL_ L • kki r------- - - - - -- - - - {}---- �{ - -}}- A A _ �W A BRR 8261' - 9 " 8261'- 0" - I 18 (2) SURFACE TD. = 114 " 59.3 MONO POINTS MTD. IN ' ' ) \ � _ PLANTER 147 BTL WINE i ` \ p \ CEILING ABOVE I - T 3 A5.1 o� / • U� , / I � �182ol' - 5" \ _ S O AGE 3 1/2" _ �� 1) SURFACE MOUNTED I --- 8261'- / F \ \ B - - - - S ONCE ABOVE STEP LIGHT - - - - - - - - A - - - - - - = - - - -- F= - ' 36'- 3 3/4" CLR. A • �� _ - �r I / i • A., K _ _ _ - - - - - VRE I WOOD COLUMN / ----- - - - - -- \, DRUG /' I - ( 7-65/8" (1)SURFACEMOUNTED _ • - - • "C \�G 5 • /' I I \ LINE OF ROOF ABOVE 8261' 5" I �O • - f 59.43 / ll F 10 / �__ \ SCONCE ABOVE STEP LIGHT - ' " 8261 3 _ ih 00 \ v 1 T - 0" / 8' 6" I \ �ooS$ 17' - 10" 20'- 3' 1101 r CAYENNE 8261' `° F ' ° o' - - - �; y� V ,; - 8261, 2„ O 1 / / - I I 13% \ I 0 3 -�I C o -ZE v sm a m 3 C ®m a U m :3 m Cn CD 0 L CD �m W O0m fV� n �W C4D (D � v D 0 _ I - 37. _ 4" SLOPE - . I - ✓ f 61.31 r- - - 101 - -_ GARAGE \ . • _ - -� I ,' / i I , t.! - - 58.33 I I4'- 8., -- L I II -- 59.8 I A5.1 N I O v N co N I I I I i 6 I ELEC - 'RIC) CLOSET I I 1 I 1 8 A5.1 - - _- - -- � I I i i I� i W Q- 0 W W I Y } m I I I I I WORKBENCH I r M ' u� 5'- 5 3/4" ELEVATO 117 o / I � I _ /> PLACE DESIGN. � ENLARGED WINDOWS AT DINT G COM 0 " _ _ - �J58 I I EAST �� ELEVATION 113 = L VING ROOM PER NEW 49 • _ _ \ A FIREPLACE C14 DESIGN \\ � I i ® • o 48x118 B - OM / MO i I T O. FINISH @ 8261' - 6" 56STORAGE - �� _ _ _ _ _ _ - N a .33 DROO A ROLLING CART - - _ _ _ - 1 LINE OF LOOR ABOVE O 5 Q / ST 7' - 11 5/8" (� 102 V ��� �� ��� �_ _ _ _ IGH WINDOW- WINDOW L HEIGHT @ 6'-0' A.F.F. BENCH W/ 117 - ART - - - - - - �n - I Cl) I A °° ENTRY CLST i I CUBBIES ABOVE BENCH \ MICROWAVE DN 19' - 4" - ! ECO DA LOCATION 111 112 CORKBOARD _ K TCHE ��G 4' - 6 3/4" WALL I ION 4 7. ' - - - 1- • - 57.42 _ 1 A4.2 " a l u u A 16 i I • 116 -T11 I I - - in t - -- - -I -- - II M _ 5' -s " - -- i - DW ° WINE _ 11 ' J -- L_si__tL_ -Ii__u__iL_ L • kki r------- - - - - -- - - - {}---- �{ - -}}- A A _ �W A BRR 8261' - 9 " 8261'- 0" - I 18 (2) SURFACE TD. = 114 " 59.3 MONO POINTS MTD. IN ' ' ) \ � _ PLANTER 147 BTL WINE i ` \ p \ CEILING ABOVE I - T 3 A5.1 o� / • U� , / I � �182ol' - 5" \ _ S O AGE 3 1/2" _ �� 1) SURFACE MOUNTED I --- 8261'- / F \ \ B - - - - S ONCE ABOVE STEP LIGHT - - - - - - - - A - - - - - - = - - - -- F= - ' 36'- 3 3/4" CLR. A • �� _ - �r I / i • A., K _ _ _ - - - - - VRE I WOOD COLUMN / ----- - - - - -- \, DRUG /' I - ( 7-65/8" (1)SURFACEMOUNTED _ • - - • "C \�G 5 • /' I I \ LINE OF ROOF ABOVE 8261' 5" I �O • - f 59.43 / ll F 10 / �__ \ SCONCE ABOVE STEP LIGHT - ' " 8261 3 _ ih 00 \ v 1 T - 0" / 8' 6" I \ �ooS$ 17' - 10" 20'- 3' 1101 r CAYENNE 8261' `° F ' ° o' - - - �; y� V ,; - 8261, 2„ O 1 / / - I I 13% \ I 0 3 -�I C o -ZE v sm a m 3 C ®m a U m :3 m Cn CD 0 L CD �m W O0m fV� n �W C4D (D � v D 0 _ I - 37. _ 4" SLOPE - . I - ✓ f 61.31 r- - - 101 - -_ GARAGE \ . • _ - -� I ,' / i I , t.! - - 58.33 I I4'- 8., -- L I II -- 59.8 I A5.1 N I O v N co N I I I I i 6 I ELEC - 'RIC) CLOSET I I 1 I 1 8 A5.1 - - _- - -- � I I i i I� i W Q- 0 W W I Y } m I I I I I WORKBENCH I r 7� CAYENNE 1-i I SUBURBAN I LINE OF TIRE STORAGE ABOVE N L CT CAB LOCATION - 26' - LOCATION - METER v M M k- V A 6 19 � 8261 -6' I I , I I • • , 8261' - 4' �� � \ r'' I I I I I WATER FEATURE I o i II li I o 'o11lo - I � 62 + WI: 1.0 I f I - 62 I \ n0 ,_ I I I �(0 64 - �` r it 1 1 i, Qj \ (D - 0 1.6 % I 8261' - 3" � i 8261'- 5" c� SLOPE ih � � 3 J�.1 � • - - ' \ GAS METER LOCATION r% tat- N ,.7% 1 - I , I / SLOPE , I / 826V - 6" S OPE 8% 62 / I I , I I � SLOPE I <---- I I 62'5 - ' � _ -'' � � ' ,' I -'�"' SET ISED FINAL DRB I I 1 _ �� Issue Date _ _ 7 - • 8263'- o" 12% ) ,•-' 09 17 13 I _ I SLOPE Drawn by AG / \. -- / • Checked by ' T _ I- - �- - - ►- \ - Q� �F \ � SLOPE ,_ , ' " ; - Scale 1/4" 1 � 0" I,- \/ O� MAO\ ,� - - - 8265'- 0" \ WATER FEATURE ,,- I , I MAIN LEVEL 1 - - / - \ 1 - - - - - - °pF FLOOR - -- - -- PLAN -- \ / �� ,,--'� -- 1 1VfAl EVELFLL�R L -Aid- � - ------ - - - - -- imm ^^ A.*1 ■ 2 _ 0 2 4 8 16 I o rn / / 7� CAYENNE 1-i I SUBURBAN I LINE OF TIRE STORAGE ABOVE N L CT CAB LOCATION - 26' - LOCATION - METER v M M k- V A 6 19 � 8261 -6' I I , I I • • , 8261' - 4' �� � \ r'' I I I I I WATER FEATURE I o i II li I o 'o11lo - I � 62 + WI: 1.0 I f I - 62 I \ n0 ,_ I I I �(0 64 - �` r it 1 1 i, Qj \ (D - 0 1.6 % I 8261' - 3" � i 8261'- 5" c� SLOPE ih � � 3 J�.1 � • - - ' \ GAS METER LOCATION r% tat- N ,.7% 1 - I , I / SLOPE , I / 826V - 6" S OPE 8% 62 / I I , I I � SLOPE I <---- I I 62'5 - ' � _ -'' � � ' ,' I -'�"' SET ISED FINAL DRB I I 1 _ �� Issue Date _ _ 7 - • 8263'- o" 12% ) ,•-' 09 17 13 I _ I SLOPE Drawn by AG / \. -- / • Checked by ' T _ I- - �- - - ►- \ - Q� �F \ � SLOPE ,_ , ' " ; - Scale 1/4" 1 � 0" I,- \/ O� MAO\ ,� - - - 8265'- 0" \ WATER FEATURE ,,- I , I MAIN LEVEL 1 - - / - \ 1 - - - - - - °pF FLOOR - -- - -- PLAN -- \ / �� ,,--'� -- 1 1VfAl EVELFLL�R L -Aid- � - ------ - - - - -- imm ^^ A.*1 ■ 2 _ 0 2 4 8 16 I o rn i R�MN E/ T 6A 1 2 5A 5 -a' 3 4 5 6 7 g 9 �10) 8" `./ 26' - 01 L'J 6'- 8" 17' - 0" 8' - 17'- 10" _ - 1 /2" 15' - 9 1 /2" - - - 1' - 10" �- _ 2 6- '- _ 3 _ - 0.0 4 3 24 1 4 A5.2 � \ A5.3 A5.3 A5.3 A5.3 A5.2 % 5 �- A4.3 _ LINE OF T -6" SETBACK FROM PROP RTY LINE I` A5.3 - - ❑ 2 51.0 ---- - - - - - -� 1 1�. \ 51.0 T - - -- - -- - - -- - - - -- - - -- - - - - -- , 5' DEC ENCR ACHMENT LINE i • M H • 3A _ t 9 _ 7 -,� 4' ROOF ENCROATHMENT PNE ot 49.5 �Q s_ - 4' ROOF ENCROACH ENT LI E _ -11 53.5 i 15' REAR SET BACK \ i , _ _ I DUAL SLED INTERIO I EXTERIO FIREPLACE / ��\ - - - - ' I \ A_.� 07 \ _ - Q - - - - - - - - - - - - - y 2 \ MECH.CHASE ) r A / M W1 LU 0 P ❑ / '000 VI 0 1 0" TV ON MANUAL 90 / DEG SWING ARM / - -- - - - -- � ABOVE FIREPLACE / \\ �- / LU E ABINETS \ / S3I16. ' I LL 0 ERIC'S OFFICE 09 _ __ , `� \ � 210 � / \ - . W .�0 pEAK` ❑ 0 I I OF VIE � ,� �` � , � / ■ � Q - M HIDDEN DOOR 10 \ XjENO�O \N �� 49.5 I ■� E 49.5 cr -y RE F DRAWER ` /I 1 I 1 1 II tw:52.5 w: o BB , / B.O. JOISTS 4' -7" .F.F. POWD - ,- \ 211 II II ❑ -- 530 � to 51.38 1 1 /2" 12" 2 � 211 -_ C -- F 0 Z' I I V/O A III I X51.4-- � � ❑I _ � �� o I _ 21 MICH IITH - I / - O I HIGH WINDOW- WIN 30 SILL AT 8' -0" A.F.F. I - - - - -- \ / DN I/ / v ' ❑ 53.33 I ; •� / .0. JOISTS 8' A.F.F. A I - v -- o • / N - I �_ATTIC_ cPArF BELOW 13 _ D D / 21 1 212 \ I BENCH _ - , 53.42 .o I L� B _ LAUNDRY \ _ 0\ • 2 / B.O. JOISTS 5' -0" A.F.F. / CHUTE • \ \ \ - _ _ I I/ A5.2 I � _\ � \ - 5GHIGH IND WS- WINDOW SILL AT 6' -0" A.F.F. �\ 3 -16 \ \ - ' B C = E E mA`_S CLST COR RWINDO \ / 1 A5.4 11 -43/4" \ 209 \\ 8 \ . /I /. • co A5.2 - -� __ \ / ELEVATO M S ROQ�M- - - - - - _ _ _ - OPEN TO BELOW RX _ _ � - 7 --- - - - - -- -�. ALLIES - 207 LAD ER ACCESS T ( ' - - r I 03 o ATTIC ABOVE •I/ �� `S CLS l I 215 ` ih • 214 T.O. FINISH @ 8273' - 6" \ . 56.33 I THIN STONE VENEER - I � - / DECK • 2 8A F ----- - - - - - - - NICHE / / • V ART \ 208 C° 9' -41/2 D 4 7. • 2 A5.1 �E -- i 216 4 OM N N PEN TO BELOW r> 15' - 4" 1 Q0 LADDER ACCESS TO • 19 A�LIE'S ST ATTIC ABOVE S ORA N 217 B NCH \ DN \ r \ ❑ I I I I I I I N _ \ 11 112 - A \ • 18 - \ 20 DECK I� I 222 I HIGH WINDOWS- WINDOW SILL AT 6' -0" A.F.F. CORNER WINDOW N I II ' - 55.5 , . 55.3 -t .38 57.25 58 CRICKET 57.42 ❑ 1 A4.2 II -- 59.3 0 13 1" I I LINE OF ATTIC BELOW G �I I I I - � MASTE BEDRO - _. T_--- - - - - -- - i - - - -- ' @ 82 ' \ RE WINDOW BELOW T.O. STRUCTURE 71' - 8" T - 6 3/4" CLR. 201 6 O 59.43 01 01 i� LID DEC _____ -- DECK \ \ ` L \NEO . \ 02 N I L] ERIC'S C OSBT \. ❑ _ � _ -� \T10 _ - - -' - A ^A 1 I REVISION Revision No. Revision Date Description 1 09/13/13 REMOVED EXT. FIREPLACE FROM UPPER LEVEL DECK; ADDED WINDOW TO SOUTH ELEVATION; MOVE WALL AT UPPER LEVEL DECK ENTRY TO THE SOUTH 6" PER ROOF CHANGE ABOVE n 0 a o �z a °< q v � T 0 9 v m m 0 1 OZ O;0 0 am W 00m C:) O� v v 3'_ 10 13/16" \ _ A�) I _ -- - H 0 1.0 1 / v / 205 . �• ,> i 1 _ _ \_ I I ' BUILT IN REF DRAWERS BE1 nXA1 • 1 I °`-- � ! I � I ' � C❑ I _ LINEN - J \ I � .O � • - - - 58.33 ABOVE 6 .5 W 204 ! N - � -0 C, 203 \ I i i HIGH WINDOW WINDOW SILL AT 6' -0" A.F.F- -� 62I I 59.8 T wl: 1.0 ;I 1 BUILT IN I _ - � 62 III I!'I -I �I ,III II' II � 2 _ ®_ __ , t A5.1 \ I VO N I M S E I 2 \ 64 3' - 10 13/16" I 615 I � co T.O. STRUCTURE @ 8272' - 5 3/8' 202 I SARX53 CLOSET, Z 62 1 206 ,� m _ T - 2 3/4" CLR. / I 62.5 60 24 I / I ___�__ ❑ - 1 HIGH WINDOW- W11 DOW SILL AT 6' -0" A.F.F. / / co �❑ / _ - / 1 00 - -� - i - �` _ - -� - - _ _ _ _ I _ -_ d� A5.1 I - _ _ _ 6 6 I_ - 4 N. - d - - - - - - A 77- DECK W/D ROUGH IN / -- T _ ' - - - -rte - 6 - - - - - _ _ _ \ 0' 2' 4' 8' 16' U PER LEVEL FLOOR PLA / r 8265.88 _ \ i I I ' I I I I REVISED FINAL DRB I SET f Issue Date 09 -17 -13 Drawn by AG Checked by HB Scale 1/4" = 1' -0" / I UPPER �I- - - - - -® LEVEL V PLAN A3.3 00 M N CD N ti M er ej T - ___ __________ _ ,,, '- ��--- - - - - -- - - - - -- 5 �� 1 2 5A 5,d' 3 �� 4 6 7 _- 9 10 • 4' - 8" \ 26' 0" �5 6' 8" 1 T 0„ 4 8' 3 2 1 T 10' 1 A5.2 /2 15' - 9 1/2" 3 - - _ 1' 10" i �- 2.6 �- A5.3 A5.3 A5.3 A5.3 _ - ' A5.2 = , - - I _ A4.3 5 .- A5.3 _ - -- 2 _- 1 51.0 v - -- \ '� V / I 1 - 51.0 + - , , GENERAL NOTES. i 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. • 2A __ -- - --- 0 49.5 - 2 _2.) PROVIDE ENGINEERED ROVIDE SNOW GUARD FENCE SYSTEM PER ROOF SLOPE TYPE AND SNOW LOAD. SUBMIT i 3 - FOR APPROVAL. P DESIGN BUILD ENGINEERED SNOW FENCE AND SNOW GUARD SYSTEMS @ALL ! ', ROOF AREAS. SEE (SPEC FOR ORE INFORMATION. 49.5 \ �� 55 • • , - A �� �� �� - 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 THIGH SECTION OF HEAT TAPE AT ROOF EAVE ABOVE GUTTER. ' i - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A - - - - - - - - - - - - - - - - 53.5 � � \ � ROOF HEIGHT 'A -1 i TIONS (ALSO SHOWN ON SITE PLAN): > MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING GRADE � - I i RP DIRECTLY BELOW (WHICHEVER IS MORE RESTRICTIVE). DOES NOT INCLUDE 6 1/2" INSULATION PANEL OR APPROX. 1" OF ROOFING. I y I *3 \ / -- - - -_ _ EXISTING RADEBEL WEAVE- 2 -10" - I I _ , / 1 -ROOF RIDGE HEIGHT @SHEATHING - 8286' - 9' I �A T.O. STRUCTURE @ 8285 6 UP _ _ _ - � O 8 55 FINISHED GRADE BELOW EAVE 8254 0" I _�- I EXISTING GRADE 8252'-_911 / ROOF HEIGHT" - A4.3 % *2- ROOF RIDGE HEIGHT @ SHEATHING = 8287' - 6" \ w �C Ll T.O. STONE CAP @ 8291' - 9" - 2 EXISTING GRADE BELOW EAVE = 8256'- 6" \ __� / __ Q ------- - - - - -- ROOF =31 6 - ROO ' � � r _ *3- ROOF RIDGE HEIGHT @ SHEATHING = 8285'- 6" 9 EXISTING GRADE BELOW EAVE = 8252'- 9" - �� _ ROOF HEIGHT = 32'- 9" *4- ROOF RIDGE HEIGHT @SHEATHING = 8289'- 2 1/2" - ___ - -- EXISTING GRADE BELOW EAVE = 8256 6" _ LLI _ - _ _ - -\ _ / _ - _ / , 2�P� ��RE RP ROOF HEIGHT =32'-8112" __ _� I Q O A4.3 3 �I - _ _ / - - - / / / - - ��EW_ K g NOTE 6 1/8 FOAM S TO EXTEND ABOVE THE HEIGHT LIMIT BY 8 � / \� PEP � MIN INSULATION PANEL IS ALLOWED BO I LU CR° _ / \ T.O. STRUCTURE 8286'- 5 1/4" -- - - _- EXISTING GRADE @ 8255 3" �� I--- C 0,00 I �- ./ 1 8 Ss� 49.5 49. ._ T.O. STRUCTURE @ 8: ' - 0 7/8" 3.., \ � � I I II I I I� I II li III I tw:52.5 BB o % � L III � I 2 o - _ / I� I I JI Uj T.O. STRUCTURE @ 8275' - 0 1/2" ,� I 51.46 � LID / \ T.O. STRUCTURE @ 8286' - 5 1/4" T.O. STRUCTURE @ 8286' - 9" III ' I� - -- / - a - I I - - -- - \- \ _ o I I .- LINE OF UPPER 6 I / [-EXISTING GRADE @ 8256' - 3" EXISTING GRADE @ 8255--1 0 2 / \ LEVEL �.,..- 11-` - FINISHED GRADE @ 8254' - 0" I I I / A5.4 1 FOOTPRINT O - \ \ 1 o \- • I I / / N a \ - -° / - - T.O. STRUCTURE *4 \ / J _ B _ _ _ - - , � 53.42 2 i / P • \ EXISTING GRADE @ 8256' - 6 CRICKET _ - - ' II 1 / I BACK / 8283' - 5 1/8" Ht: 32.75' \ - , - ' \ 15' SIDE SET / /' REVISION A5.2 i \ y /' --------- - - - - -- --------- - - - - -- - 1'- 53/8" - - - -- • `� 1 1 /2" / 12" 3' - o" I I I �� I ' / I Revision (\> 0) 56 I �, \ III No. Revision Date Description EE N- 55.5 ' 55.3 09/13/13 REVISED ROOF • V • • / OVER MASTER A - . • ` O. STRUCTURE @ 8287'- 6" LINE OF UPPER 5.4 / / I j / WING 1 \ • / N LEVELI 1--55.38 A5.2 \ EXISTING GRADE @ 8256'- 6" FOOTPRINT - / • _ - - - • 1 1/2" / 12" T.O. STRUCTURE @ 8283' - 11 5/8" - - +- �\ / ( ` 11 op / - - - - -- - - LOWER LEVEL FINISHED FLOOR @ 8249'- 6" 1 - ' - - C - - - - - - - - - - _ _ _ _ _ MAIN LEVEL FINISHED FLOOR @ 8261' - 6" • - - - - - - - _ _ _ _ _ - ' UPPER LEVEL FINISHED FLOOR @ 8273' - 6" _ - - - - -_ 57.25 ,. 56.33 V - - - - - - - -- __�-- N - --/ C 12" 2" / 12' / y - - - - - - - - - \ CRICKET l� / 4 �0 1 0 7.42 - 5 I A4.2 7.33 _ - A4.2 E A5.1 _ I q m � 2" / 12 "_ -2" / 12 3 - / - - - - - - � • _ - 3 -33/8 59.3 I / I� 1/ � ' ' » r= I T.O. STRUCTURE @ 8283' - 6 1/2" ' - ivy 9 I / • • 2" / 12" - 82 V- 5" { 8 3 1 7\1 CRICKET I m Cn do - ` O 8261' - 3 1 /2" _ � - f.O. STRUCTURE @8283'-47/8" - r - - - - - - - - - - - -= --------- - - - - -- C_ j. CD 8261'- 5" Jill I 59.43 - a - 8261' - 3" � - -- - - - � °l fg T.O. STRUCTURE @ 8279' - 1 5/8" _ 3 I ' - ____ - - -- ' ` L \ slOQS / VIII • �. WA `• 8261' - v I -8261'-2" iL l 1.3 ° SLOPE + 61.31 I 0 do' //,--I -�j �� III x� o r 2" /12 � \ / I H - I IL - - - - - - ''0 - \ - - - - - - - - - - - - - - -0 58 33 / 8261 - II - 8261'- 4,. �\ � I - -' °II li I II I I II 59.83 _ - / + wl. 1.0 ,I - I '' IIII 1,1111 /�II� 62 . I J A51 _ 2 64 m 1.6% / 8261'- 3" 8261' 5" SLOPE \ 6-1d N l SLOPE / T.O. STRUCTURE @ 8283' - 10 1/2" 2% 62 / / 8261' -6" SLOPE . - / / I / - a io / - / _ SLOPE I 62.5 / LINE OF UER \ \ / • , %' - -' �' ' I I I REV ISED FINAL DRB 60 OLEVEL FOTPRINT 8263' -0" 12% SET SLOPE r Issue Date 09 -1 7 -13 \ 4.1 I AG - - - - - Q� , SLOPE - \ - - - o o \ � " / � - - � � ° I Drawn by 64 A5.1 \ - _ - -y \4o - - -- - \ ✓/ 7 64 - I Checked by HB l / - - - s i 8265'- = o° I - Scale 1 /4" = 1' -0" / 6 . • . . . . . - - • . . . . . . • I . . : . . . . . • . _ -.- . . . . . , , , . . . . . . . . . . . . - . . . / - . - . . . . • . . . - . . . . . . . . . . . . . . . . . - - - - - - -- �- - �_____ - - - - - -- ROOF PLAN - _ _ ___ , / _ - - -- - - - - -- -- i � 62.E ; i - I � / � -�/ � s� o � • ' �\ T - - - / I , \ 0' 2' 4' 8' 16' 1 ROOF PLANS 66 /' o 826 `� - c� _ - - - _ _ __ _ _ 1 /4 - 1 -0 8265.8 v , ( �) /) / ,-, �- - _ _ _ 8267' - o" , ' LU p J r � in • 4' -8" -, HON PED \ A4.3 26'-0" 6, 2 — + 0.0 -6, 3 \I 5 6' -8" 17' -0" 8' -6" 1T�10" - -- 4'- 51/2" _ -- - -15'- 91/2" _ I -I _ 50' 6 -- - - - - -- 510 I� -1�3 \ • TV PED \ 1 1� \ \ - - GENERAL NOTES: LOT SIZE IS .4809 ACRES EQUAL TO 20,948 SF \ _ - �� - - - -- - - _ _ - V DE ENGINEERED OHTS ARE TO THE TOP OF SHEATHING ON ROOF PLAN SITE PLAN. • T - �, v — 2A 49.5 � 2.) PRO FOR APPROVAL. PROVIDE SNOW GUARD FENCE SYSTEM PER ROOF SLOPE TYPE AND SNOW LOAD. SUBMIT / ,, RE ROOF AREAS. SEE SPEC FOR MORE INFORMATION. (� ) 51.5 _ _ _ -- • \ �� - -I -- / \ L i _ 3.) SEE ELEVATIONS FOR J- OX LOCATIONS FOR HEAT TAPE FOR GUTTER AND FUTURE HEAT TAPE. � FUTURE THIGH SECTION OF HEAT TAPE AT ROOF EAVE ABOVE HARDPIPE TO DAYLIGHT, AND PROVIDE HEAT TAPE FOR ALL DOWNSPOUTS, GUTTERS, ROVE GUTTER. - - \ - / / ` - - 4.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON SITE PLAN): 53.5 MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING GRADE I DIRECTLY BELOW (WHICHEVER IS MORE RESTRICTIVE). DOES NOT INCLUDE 6 1/2" INSULATION PANEL OR o � Ht: 32' 9" , • \ — - - „ P �� - - - - APPROX. 1 OF ROOFING. ING. I O F 3 . srRUCTURE� ,�- - _ *1- ROOF RIDGE HEIGHT @SHEATHING = 8286'- 9" 1 I \ V EXISTING GRADE BELOW EAVE = 8255' - 10" @8285' -6' � �/ ( � - ----- -____- _, UP � ` - i �' `FINISHED GRADE BELOW EAVE = 8254'- 0" EXISTING GRADE @ 8252' - 9" 1l` _ - - � ` � � � ' ROOF HEIGHT - = 32' - 9" *2- ROOF RIDGE HEIGHT @ SHEATHING = 8287'- 6" T.O. STONE CAP @ 8291' - 9" I - / - 2 EXISTING GRADE BELOW EAVE = 8256'- 6" _i \,. J� - ROOF HEIGHT = 31'- 6" I *3- ROOF RIDGE HEIGHT @ SHEATHING = 8285'- 6" EXISTING GRADE BELOW EAVE = 8252'- 9" I �, ROOF HEIGHT = 32'- 9" UP - - -� -�\ � � )� _ � i � ����' 1 *4- ROOF RIDGE HEIGHT @SHEATHING = 8289'- 2 1/2" - I EXISTING GRADE BELOW EAVE = 8256'- 6" I I N — ROOF HEIGHT =32'-8112" ��EW,PEPK I I I I o NOTE: 6 1/8" FOAM INSULATION PANEL IS ALLOWED T END ABOVE THE HEIGHT LIMIT BY 8 ". j P (49 Ht' f _ • _ / /\ T . STRUCTURE @ 8286' - 5 1/4" Ala \ n, EXISTING GRADE @ 8255 - 3 AA 8 - -- �� � 2 m — \ .� 5S \ 12 49.5 __ _ � ° 49.5 -a T.O. STRUCTURE 8278' - 0 7/8" ( ) 5 / BB �A O� IIr VIII II III I I III IIII I�I�II I III III III III I�'�— / / �- j „ i n I / � I s I z �\ 311$ Ht. 30 3 I II III II II - -- Ht: 32' 9" - - I �►I I �\ 111 /III III 11 I III \ 111 / I --------- - - - - -- , _— 51.38 ;,- \ -- - - - - -- -- T.O. STRUCTURE @ 8275' - 2 112' I w '" / , , ,'�' T.O. STRUCTURE @ 8285' - 2 7/8" T.O. STRUCTURE @ 8286' - 9" I III I I III 51.46 - -- - ------- I- -'- I cr / 6 LINE OF UPPER-- I - I U LEVEL �, EXISTING GRADE @ 8255' - 10" 1 FOOTPRINT O O 1 \ FINISHED GRADE @ 8254'- 0" III I I I I . \\ � . /•/ � � �� _ � 53.3 j so op r N Ht: - (D D *4 + 53.42 I , 0 r 1 _ _ T.O. STRUCTURE @ 8289 2 1/2 - _ - / / `r \ N Ht: 32' 9" - - I 15' SIDE SETBACK a in (40) EXISTING GRADE @8256'n -6" 3' -0" - -- - - - - -- -- - - - - -- - - - - -- 31' 1' EE- \ . 1 *2- -' " • �% ( • • T.O. STRUCTURE @ 8287' - 6" • \ • LEVEL OF UPPER I • \ N EXISTING GRADE @ 8256'- 6" FOOTPRINT - \ • T.O. STRUCTURE @ 8289' - 1 1/4" • _- I , ` \ • • \ = 1 1/2" / 12" T.O. STRUCTURE @ 8283'- 11 5/8" _ T.O. STONE CAP @ 8283 9 (3-2) / dO LOWER LEVEL FINISHED FLOOR @ 8249'- 6" ao _ - - - • - - -• - - - - - - - - - _ _ _ MAIN LEVEL FINISHED FLOOR @ 8261' - 6" N `--- -• - - -- -- — — — — — — — _ - - - _ _ _ _ _ - - UPPER LEVEL FINISHED FLOOR @ 8273' - 6" - - / ✓ - - -- - �- N ' ' — — — I I 1 1 57.25 I 56.33 - — — — — — — — — — — — -- — - - - - -- ' I � i ------ 57.33 I _ ` _ -- _ - -- - - - -- -- _ N � W A4.2 ___ • - - � E-- - _------ - -\ - -- - - - -- - - - - - - - - - - - - 7 - - �' \ \ • II r,. \ 8261' - 9 " 11 T.O. STRUCTURE @ 8282' - 0 1/4 i m - 8261 - 0" 7 O _ 8261 - 3 1/2.1 G • '1 r — — — — — — ' / T.O. STRUCTURE @ 8282'- 2 7/8" — _ — i I / • _ _ - - - � / I ' 8261_, o • - -- _ I _ _ ��y • • � I `� T.O. S7 1 I° 4'-0" � • \ I °cc° \\ 8 I �' • T.O. STRUCTURE 8285' - 6 7/8" I / \ 0 001 H _ \�10 II / 826... I / 59.83 I 5�0 " • - - - - - - I 4' -0" / \ is I � . 4 z6� � —� CO 64 -' fV 1.6 8261' 5" SLOPE 8261' ; 3" \ \ \ ,.61.5 • I I ' co T.O. STRUCTURE @ 8282' -81/ 4" t7% _ 3 SLOPE 12% 8261' - 6 8% SLOPE ' SLOPE • i LINE OF UPPER 8262' 69.5 __ -- --- l I \ � 60 LEVEL -82-63-'--0"- \ - -____ - FOOTPRINT � � - - � �' \- - - - 12 / _ � " SLOPE \ / • •� 8287'-47/8" - _ - _ - - - - - _ _ _ �� ✓• A — — — _; \ Q� \ SLOPE 8265'- 0,. 5 (2 ( ---� f • ' T.O. STRUCTURE U @ 8289'- 2 1/2" 77 7 IT CID ,c 8266" _ _ _ _ 2'-rA' w o a 2 8267'- 0" - CO _$_ _ _ L / 57.42 - 1 A4 2 ' - - -- - - --------- — - -- - -- - I , i 59.3 Ij 61.31 IIII �. •�, _ I 62 US Mail Only: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax: 926 4364 hans(c�berglundarch itects.com www. . berglundarchitects.com REVISION Revision No. Revision Date Description 0 0 0 S d O m m A v ° mm D m cn 0 C__ oZ m < DO 00 m N O� WD CD ;13 v D -o 0 D r ' FINAL S I, Issue Date DRB ET 08/26/13 Drawn by AG 64- I Checked by HB ' Scale 1/411 = 1' -0" i e 66 , ROOF PLAN N r A3.4 N 0 N 00 N O LLI V V O� Lu ^O ■ O ^ Z' — _ > Uj � ^ ■_ U. O ^ i 0 ._ E � ZCl) � L Uj N m — O r — > REVISION Revision No. Revision Date Description 0 0 0 S d O m m A v ° mm D m cn 0 C__ oZ m < DO 00 m N O� WD CD ;13 v D -o 0 D r ' FINAL S I, Issue Date DRB ET 08/26/13 Drawn by AG 64- I Checked by HB ' Scale 1/411 = 1' -0" i e 66 , ROOF PLAN N r A3.4 N 0 N 00 n 10 9 V -10" 15'- 9 112" 4' -5 IT- 10" 8' -6" 17' -0" 6' -8" 26'- 0" 2 1 4' -8" 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. 1 FOR TYP. MATERIAL CALLOUTS EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO ATCH BLUE /BLACK STEEL SAMPLE. 1/4V = 1' -0" 4 3 2 1 4 3 A5.3 A5.3 A5.3 A5.3 A5.2 A5.2 1 2 3 4 5 6 7 8 9 10 4' -8" 26' -0" 6' -8" 17' -0" 8' -6" 17' -10" 51/2" 15' -91/2" 1' -10" _= 4 82s9' - 21,2" 1 - J I i 2 1 8288' - 3 1 /2" �I 8 T.O. STRUCTURE @ 8283' - 10 18 - -_ .- jf 75 � 295 75 293 I _ n, i j l 225 .... 223 � L_ _ �--. - _ )_ JI A A A 2 _ Ll f L _ z 1�- 118 FINISHED GRADE @ 82631- 8 1/2" lJ, YGAS M_E_TER LOCATION -'�J =L- J� r _ LINE OF EXISTING GRADE @ RIDGE ABOVE A A A - _ 9 ELEC. CLOSET DOORS = j� I I I I SOUTH LEVATION 1/4" = 1,-b,, 0' 2' 4' 8' 16' T.O. STRUCTURE @ 8287' - 6" 1 112" / 12" u 2 - 21S 7 24 64 613 69 50 ,:+ - - 6X20 STEEL BEAM - 9 ,! - RE: STRUCT r D 14 - 45 12 o 68 5 67 -1 _.- C p A 218 j C c� 13 9 - o W MO N -- / (1) SURFACE 117 117 - z TED SCONCE 37 38 0 o 1� - -�j-_ , - 136 (2) MONO POIt TS BEYOND - W 15 >' I '_ = o ULDE 1 COLUM B ASE �I L� 1� (i ICI U A 35 j �I Li CUSTOM COPPER CLAD ENTRY DOOR I I I I T.O. STRUCTURE @ 8284' - 0" %bib =R LEVEL OR PLAN D FLOOR 8273' - 6" JN LEVEL OR PLAN D FLOOR 8261' - 6" VER LEVEL ED FLOOR 8249' - 6" MATERIALS 1. STANDING SEAM METAL ROOF- DARK BROWN CUSTOM COLOR RE: SPEC 2. 6X10 WOOD RAFTERS. RE: STRUCT- COLOR: PORTER STAINS 709 BLACK WALNUT 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: STRUCT 11. 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 _- .. .. 23 UPPER LEVEL 132 24 FLOOR PLAN FINISHED FLOOR U11 W6X20 STEEL BEAM RE: STRUCT (1) SURFACE MOUNTED SCONCE d 15 A - - -�y MAIN LEVEL FLOOR PLAN �� rn i nnr� 31 i I _ F__� 8261' - 6" 0 If rh REVISION N Revision O Description 1 09/13/13 ADDED LUn SOUTH ELEVATION; LOWERED WINODW HEAD Z o� m� ELEVATION LU n O 0 • O n Z' LU � n U. O n e .O \V Cl) 0. Uj CD M _ O r .- REVISION Revision No. Revision Date Description 1 09/13/13 ADDED WINDOW TO SOUTH ELEVATION; LOWERED WINODW HEAD AT NORTH ELEVATION 0 3 a v � b m T � o w w r= v v m m G7 pZ (.OM 0 �m � O0m N O� n -ICU cD �D cD � v D O D r REVISED FINAL DRB SET Issue Date 09 -17 -13 Drawn by AG Checked by HB Scale 1/4" = 1' -0" ELEVATIONS A4.1 2 0- co N M M N_ M 0 N m 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 AM "'o ^ o. /- AN- (14) TOTAL FIXTURES DR MATERIAL AND COLOR INFORMATION SHEET FOR MORE ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH WEST ELEVATION 1/411 = 1' -0" ENCES AT STANDING SEAM ROOF TO BE AN ENGINEERED .00F TYPE AND SLOPE INSTALLED PER MANUFACTURES TIONS RE: SPEC. ONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. D DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. a4.1 FOR TYP. MATERIAL CALLOUTS )R EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO ) MATCH BLUE /BLACK STEEL SAMPLE. EAST ELEVATI 1/411 = 1' -0" VEL LAN )OR VEL LAN )OR VEL )OR - 6"_ UPPER LEVEL FLOOR PLAN FINISHED FLOOR 8273'- 6" MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8261'- 6" REVISION Revision No. Revision Date Description 1 09/13/13 MOVED EXTERIOR WALLS PER NEW FIRE PLACE DESIGN; REVISED ROOF ABOVE MASTER WING 0 3� =d 3 Q d o �a C � o v :v v m pZ C9� (D < 00 0°m N O� 0 �W ZT cD WD (D D 0 D r REVISED FINAL DRB SET Issue Date 09 -17 -13 Drawn by AG Checked by HB Scale 1/4" = 1' -0" ELEVATIONS A4.2 2 C* 1P CDM N N ti m N AW O J Uj ,^ Li Z O Fn r °0 W �o I*- U ' O o z '- Cn > Uj U. 0 i 0 a Er 4 m '- E Z Cl) �a Cl) W 0*4 � — O r > REVISION Revision No. Revision Date Description 1 09/13/13 MOVED EXTERIOR WALLS PER NEW FIRE PLACE DESIGN; REVISED ROOF ABOVE MASTER WING 0 3� =d 3 Q d o �a C � o v :v v m pZ C9� (D < 00 0°m N O� 0 �W ZT cD WD (D D 0 D r REVISED FINAL DRB SET Issue Date 09 -17 -13 Drawn by AG Checked by HB Scale 1/4" = 1' -0" ELEVATIONS A4.2 2 C* 1P CDM N N ti m WEST HEARTH ROOM ELEVATION 3 1 /4" = 1' -0" R LEVEL DR PLAN FLOOR 8273' - 6" N LEVEL DR PLAN FLO 8261'- 6" LOWER LEVEL FINISF ED FLOOR 8249'- 6" EAST HEARTH ROOM ELEVATION 1/4" = 1' -0" 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. DER LEVEL OOR PLAN ED FLOOR 8273' - 6" IAIN LEVEL OOR PLAN ED FLOOR 8261'- 6" VER LEVEL ED FLOOR 8249'6" / 1 NORTH HEARTH ROOM ELEVATION 1 /4" = 1' -0" LEVEL Z PLAN =LOOR 73' -6" LEVEL Z PLAN =LOOR LEVEL =LOOR OZ49' - 6" Uj U Z Uj D N Uj Y U Z N Uj REVISION N O n o� m n O ■ O Z' n ._ IL p n ■O \V Cl) 0. 0 � N r Revision No. Revision Date Description 1 09/13/13 0 0 e b o zz �< b m o � � A -U 00 v v m m G7 :. pZ CDC CD �< 00 0°m N O� n �W CD WD CD � v D 0 D r REVISED FIREPLACE AND CHIMNEY DESIGN; ADDED COLUMN; REVISED ROOF ABOVE ENTRY TO UPPER LEVEL DECK REVISED FINAL DRB SET Issue Date 09 -17 -13 Drawn by AG Checked by HB Scale 1/4" = 1' -0" ELEVATIONS A4.3 2 0- 0 M M N_ M_ O N m NORTH EAST PERSPECTIVE EAST PERSPECTIVE J ENTRY PERSPECTIVE STRAIGHT ON n ENTRY PERSPECTIVE REVISION Revision No. Revision Date Description 0 3 c CCC � C O Z m 4 O m o a � m m � n n 1"- w Gov iv v m Oz m '< W 0°m zT N� C7 �W (D �D O � v D O D r REVISED FINAL DRB SET Issue Date 09 -17 -13 Drawn by AG Checked by HB Scale 3D VIEWS A4.4 2 00 CD N N ti m N AW O J Uj Z O m r °0 W —o ' O o z '- Cn > Uj _M 0% � U. o ew a .o V.D > '- E '- Z �m C/) �a Cl) LU N M _ O r > REVISION Revision No. Revision Date Description 0 3 c CCC � C O Z m 4 O m o a � m m � n n 1"- w Gov iv v m Oz m '< W 0°m zT N� C7 �W (D �D O � v D O D r REVISED FINAL DRB SET Issue Date 09 -17 -13 Drawn by AG Checked by HB Scale 3D VIEWS A4.4 2 00 CD N N ti m ROOF RAKE DETAIL 1 1/2" = V -0" CM GRILL 1/2" THICK GLASS PANEL 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 DRAINAGE BOARD SLOPES AT 1/8" PER V -0" OVER W.P. MEMBRANE OVER 3/4" PLYWOOD OVER RIPPED 2X SLEEPERS SLOPE @ 1/8": 1' -0" STEEL I -BEAM RE: STRUCT. 2X PRESSURE TREAT BLOCKING FOR GUTTER ATTACHMENT CUSTOM METAL GUTTER PER DIMS SHOWN I -JOIST RIM BOARD/ BLOCKING RE:STRUCT. 2X12 CEDAR TRIM BOARD 1X6 T &G DECKING MEETS W/ 1/8" X 1/8" REVEAL JOINT PROVIDE DRAINAGE MEDIUM AND WEEP @ EDGE OF STEEL BEAM GLASS PANEL MOUNTING HARDWARE W.P. STONE DECK AND GLASS PANEL RAILING DETAIL 1 1/2" = V -0" 1X SPACER TYPICAL ROOF EAVE DETAIL 1 1/2" = V -0" 0 0 V 3/4" 71 r N M M eo CV m v ih NOTE: ALL STEEL @ RAILINGS ARE TO BE PAINTED PER ARCHITECTURAL FINISH SCHEDULE CONT. 3" W X 1/2" THICK STEEL PLATE AT 30 DEGREES ANGLE CENTERED AND WELDED TO PLATE BELOW 3 1/2" W X 3 1/2" H X 3/8" T STEEL WELDED TO TOP STANCHIONS WITH TOP AT 30 DEGREE ANGLE AND BOTTOM NOTCHED OUT WITH A 1/2" X 1 3/4" SLOT TO ACCEPT STANCHION 1 1/2" W X 1/2" T STEEL TOP STRAP SET IN 1/8" FROM EDGE OF STANCHION 1/2" THICK GLASS PANEL- USE STRUCTURAL SILICON TO ATTACH TO METAL FRAME 3/8" THICK L- SHAPED STANCHION W/ TAPERED EDGE W/ DIMENSIONS AS SHOWN IN SECTION DETAIL EACH STANCHION WELDED TO STEEL PLATE BELOW AND LAG - BOLTED INTO 6X12 RIM JOIST 1 1/2" W X 1/2" T STEEL BOTTOM STRAP SET IN 1/8" FROM EDGE OF STANCHION TYP. 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 /;— — DRAINAGE BOARD SLOPES AT 1/8" PER V -0" OVER W.P. MEMBRANE GRILL OVER 3/4" PLYWOOD OVER RIPPED 2X SLEEPERS SLOPE @ 1/8": 1' -0" STEEL I -BEAM RE: STRUCT. 2X PRESSURE TREAT BLOCKING FOR GUTTER ATTACHMENT CUSTOM METAL GUTTER PER DIMS SHOWN I -JOIST RIM BOARD/ BLOCKING RE:STRUCT. 2X12 CEDAR TRIM BOARD 1X6 T &G DECKING MEETS W/ 1/8" X 1/8" 4X4 TUBE STEEL COLUMN WELDED TO REVEAL JOINT STEEL BEAM RE: STRUCT. PROVIDE DRAINAGE MEDIUM AND WEEP EXTERIOR ` Z) 11 7/8" I- JOISTS RE:STRUCT, DECK JOIST / BLOCKING 5" L X 3 1/2" W X 3/4" T STEEL PLATE PAINTED TO LAG - BOLTED INTO STEEL \I PLATE FROM BELOW RE: - .° °UJI STRUCT. - _ 7 1/2" L X 7 1/2" W X 1/2" T STEEL Z PLATE WELDS TO COLUMN ABOVE 7 1/2" AND KNIFE PLATE BELOW L KNIFE PLATE W/ THROUGH BOLTS RE: LU STRUCT. 8X8 WD. COLUMN RE: 7 1/2" ELEVATIONS FOR SLOPED @ LOCATIONS TYPICAL ROOF EAVE DETAIL 1 1/2" = V -0" 0 0 V 3/4" 71 r N M M eo CV m v ih NOTE: ALL STEEL @ RAILINGS ARE TO BE PAINTED PER ARCHITECTURAL FINISH SCHEDULE CONT. 3" W X 1/2" THICK STEEL PLATE AT 30 DEGREES ANGLE CENTERED AND WELDED TO PLATE BELOW 3 1/2" W X 3 1/2" H X 3/8" T STEEL WELDED TO TOP STANCHIONS WITH TOP AT 30 DEGREE ANGLE AND BOTTOM NOTCHED OUT WITH A 1/2" X 1 3/4" SLOT TO ACCEPT STANCHION 1 1/2" W X 1/2" T STEEL TOP STRAP SET IN 1/8" FROM EDGE OF STANCHION 1/2" THICK GLASS PANEL- USE STRUCTURAL SILICON TO ATTACH TO METAL FRAME 3/8" THICK L- SHAPED STANCHION W/ TAPERED EDGE W/ DIMENSIONS AS SHOWN IN SECTION DETAIL EACH STANCHION WELDED TO STEEL PLATE BELOW AND LAG - BOLTED INTO 6X12 RIM JOIST 1 1/2" W X 1/2" T STEEL BOTTOM STRAP SET IN 1/8" FROM EDGE OF STANCHION TYP. 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 /;— — DRAINAGE BOARD SLOPES AT 1/8" PER V -0" OVER W.P. MEMBRANE GRILL OVER 3/4" PLYWOOD OVER RIPPED 2X SLEEPERS SLOPE @ 1/8": 1' -0" STEEL I -BEAM RE: STRUCT. 2X PRESSURE TREAT BLOCKING FOR GUTTER ATTACHMENT CUSTOM METAL GUTTER PER DIMS SHOWN I -JOIST RIM BOARD/ BLOCKING RE:STRUCT. 2X12 CEDAR TRIM BOARD 1X6 T &G DECKING MEETS W/ 1/8" X 1/8" GRID REVEAL JOINT PROVIDE DRAINAGE MEDIUM AND WEEP LINE ` Z) @ EDGE OF STEEL BEAM RE: ROOF PLAN 5" L X 3 1/2" W X 3/4" T STEEL PLATE PAINTED TO \I MATCH WINDOW COLOR LAG BOLTED THROUGH - .° °UJI CUSTOM 5" ROUND CRCQ GUTTER WITH - _ �� J Z ROUND CRCQ DOWN SPOUTS 7 1/2" SLOPE PER ROOF PLAN RE: ROOF PLANS FOR LOCATIONS LU -0 AEP SPAN STANDING SEAM METAL ROOFING DRIP FLASHING OVER 2X10 FASCIA ■ O Z■ COPPER DRIP EDGE FLASHING TYPICAL METAL ROOF ASSEMBLY Uj � RE: 3/A6.1 U. O n CONT. BUG SCREEN STAPLED TO SOFFIT WRAPPED OVER AIR VENT MATERIAL TO CREATE MIN 1/2" VENT AT TOP OF THE WALL. V > ■ ■- E JOINT SEALANT TYP. .0 m Cn 5/8" PLYWOOD SHEATHING CANTILEVERED 2X6 T &G DECKING Uj 2 X 12 RAFTER @ 24" O.C. W/ CAVITY FILLED W/ J O (D BLOWN-IN INSULATION RE: STRUCT. /SPEC. FILL CAVITY W/ BLOWN-IN INSULATION 6 1/8" RIGID INSULATION PANEL WITH 5/8" PLYWOOD SHEATHING RE: SPEC GLUED TO 5 1/2" CONTINUOUS RIGID FOAM INSULATION PANEL R- 25 +/- ATTACH TO ROOF W/ MIN. 9" SCREWS IN PATTERN PER / PANEL MANUF. *NOTE - (2) LAYERS OF RIGID INSULATION W/ J STAGGERED JOINTS MAY BE USED AS SUBSTITUTION RE:SPEC VYCOR ICE AND WATER SHIELD (USE HIGH 6X10 RAFTER TAIL ATTACHED TO I- -_- - TEMPERATURE AT ALL METAL ROOFS) - PROVIDE JOIST RAFTERS @ 48" O.C. DOUBLE LAYER (50% OVERLAP) FOR FIRST 4' OF RE: STRUCTURAL DRAWINGS ROOF ABOVE EAVE /, • - " ' RE: SPEC T.O. PLATE PLYWOOD BLOCKING RE: ELEVS AND SECTIONS (3) 2x8 BLOCKING BUILD UP I 2X BLOCKING PER STRUCTURAL DRAWINGS 6X10 WOOD RAFTER LAG BOLTED TO OPTIONAL 30 # FELT UNDERLAYMENT FOR TEMP EXTERIOR WALL - LAG BOLTS TO BE DRY IN. RE: SPEC COUNTER SUNK 2X4 BLOCKING ROOFS TO BE PROTECTED THROUGHOUT I WITH ENGINEERED SNOW PADS PER MANF. RECOMMENDATIONS PER ROOF PITCH AND CONT. BUG SCREEN STAPLED TO SNOW LOADS RE: SPEC RAFTER WRAPPED OVER AIR VENT 6X10 RAFTER TAILS ATTACHED TO WOOD MATERIAL TO CREATE MIN 1/2" VENT AT RAFTERS @ 48" O.C. RE: RCP AND STRUCT. TOP OF THE WALL 2X6 T &G DOUG -FIR DECKING W/ 1/8" X 1/8" REVEAL BETWEEN BOARDS @ ALL SOFFITS RE: TYPICAL STONE VENEER ASSEMBLY I STRUCTURAL RE: 1/A6.1 2 5/8 " INSULATION PANEL CONSISTING OF: 2" RIGID FOAM GLUED TO 5/8" PLYWOOD TOP SHEET R -12.9 SCREW TO WALL W/ MIN. 5" LONG SCREWS IN PATTERN PER DETAIL 9/A6.5. PROVIDE SEALANT @ JOINTS BETWEEN PANELS AND BETWEEN PANELS AND ROOF - SHEATHING 3D DRAINAGE MEDIUM CONT. BEHIND SIDING TO AIR VENT 3„ MATERIAL AT TOP OF WOOD SIDING RE: ELEVATIONS FOR SIDING TYPE. NOTE CONDITION MAY HAVE STONE, METAL OR VERTICAL SIDING TYPICAL ROOF EAVE DETAIL 1 1/2" = V -0" 0 0 V 3/4" 71 r N M M eo CV m v ih NOTE: ALL STEEL @ RAILINGS ARE TO BE PAINTED PER ARCHITECTURAL FINISH SCHEDULE CONT. 3" W X 1/2" THICK STEEL PLATE AT 30 DEGREES ANGLE CENTERED AND WELDED TO PLATE BELOW 3 1/2" W X 3 1/2" H X 3/8" T STEEL WELDED TO TOP STANCHIONS WITH TOP AT 30 DEGREE ANGLE AND BOTTOM NOTCHED OUT WITH A 1/2" X 1 3/4" SLOT TO ACCEPT STANCHION 1 1/2" W X 1/2" T STEEL TOP STRAP SET IN 1/8" FROM EDGE OF STANCHION 1/2" THICK GLASS PANEL- USE STRUCTURAL SILICON TO ATTACH TO METAL FRAME 3/8" THICK L- SHAPED STANCHION W/ TAPERED EDGE W/ DIMENSIONS AS SHOWN IN SECTION DETAIL EACH STANCHION WELDED TO STEEL PLATE BELOW AND LAG - BOLTED INTO 6X12 RIM JOIST 1 1/2" W X 1/2" T STEEL BOTTOM STRAP SET IN 1/8" FROM EDGE OF STANCHION TYP. 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 /;— — DRAINAGE BOARD SLOPES AT 1/8" PER V -0" OVER W.P. MEMBRANE GRILL OVER 3/4" PLYWOOD OVER RIPPED 2X SLEEPERS SLOPE @ 1/8": 1' -0" STEEL I -BEAM RE: STRUCT. 2X PRESSURE TREAT BLOCKING FOR GUTTER ATTACHMENT CUSTOM METAL GUTTER PER DIMS SHOWN I -JOIST RIM BOARD/ BLOCKING RE:STRUCT. 2X12 CEDAR TRIM BOARD 1X6 T &G DECKING MEETS W/ 1/8" X 1/8" ' RE: STRUCT..d °a - q,d da REVEAL JOINT PROVIDE DRAINAGE MEDIUM AND WEEP ` Z) @ EDGE OF STEEL BEAM Uj 5" L X 3 1/2" W X 3/4" T STEEL PLATE PAINTED TO \I MATCH WINDOW COLOR LAG BOLTED THROUGH - .° °UJI TO RIM JOIST - _ �� J Z O m 7 1/2" W.P. STONE DECK AND RAILING DETAIL 1 1/2" = V -0" EXTERIOR GRID LINE a a SEE 1/A6.1 FOR TYP. FOUNDATION ASSEMBLY SLOPE GRADE @ 5% MIN. a AWAY FROM BUILDING PER SOILS ENGINEER a ° 2 1/2" 5 1/211- 2" SLOPE I- -• aa. •d -0 INTERIOR 1X SPACER PLAN 4X4 TUBE STEEL COLUMN WELDED TO STEEL BEAM RE: STRUCT. =i EXTE RIOR 11 7/8" I- JOISTS RE:STRUCT. \ DECK JOIST / BLOCKING LAG- BOLTED INTO STEEL PLATE FROM BELOW RE: STRUCT. 7 1/2" L X 7 1/2" W X 1/2" T STEEL PLATE WELDS TO COLUMN ABOVE AND KNIFE PLATE BELOW KNIFE PLATE W/ THROUGH BOLTS RE: STRUCT. 8X8 WD. COLUMN RE: ELEVATIONS FOR SLOPED @ LOCATIONS SEE 1/A6.1 FOR TYP. STONE VENEER WALL ASSEMBLY INFORMATION FINISHED FLOOR RE: PLANS AND SPEC OVER GYPCRETE W/ IN -FLOOR RADIANT HEAT RE: PLANS AND SPEC. TOTAL ASSEMBLY FOR FINISH & GYPCRETE IS 2 1/4" T.O. PLYWOOD RE: FLOOR PLANS FILL JOIST CAVITY W/ BLOWN - IN INSULATION RE: SPEC RIM JOIST RE: STRUCT. PRESSURE TREATED PLATE 2X P.T. FURRING HELD 1/2" OFF OF CONC FOUNDATION WALL WATER &AIR INFILTRATION BARRIER LAPS OVER MIRADRAIN WHICH LAPS OVER ICE AND WATER SHIELD FLASHING. ICE AND WATER SHIELD LAPS OVER CONC. FOUNDATION STONE LEDGE AND DOWN 6" MIN. AND CONTINUE REMAINDER OF 36" ROLL UP WALL. MIRADRAIN CONTINUOUS @ T.O. CONC. LEDGE TO ALLOW STONE VENEER DRAINAGE MEDIUM TO DRAIN 1 1/2" 2# CLOSED CELL SPARY FOAM INSULATION BETWEEN 2X FURRING RE: STRUCT. _ a d/ a Oa * °,< ' a a -"d d;° A' .� .4 _ a, ° °,_ Q d e4 4• a � . 0f - � -d d W d a a °Od RE: STRUCT. FOUNDATION DETAIL @ JOIST BEARING ON FOUNDATION WALL 1 1/2" = V -0" SEE DETAIL 1/A6.1 FOR TYP. FOUNDATION NOTES GRID LINE i Ti Ti i i III IIIIIIIIIIIII�IIIIIIII�II I IIIIIIIIIIIIIII III IIIIIIIII I IIIII ;111,;,11 INTERIOR v INTERIOR T.O. SLAB i RE: FLOOR PLANS :d- a s ' RE: STRUCT..d °a - q,d da AW O ` Z) J Uj - .° °UJI V - _ Z O m r °0 TYPICAL FOUNDATION DETAIL 1 1/2" = V -0" — W.P. MEMBRANE CONT. MIN. 1' -6" UP WALLS AND CONT. UNDER DOOR SILL LIFT AND SLIDE DOOR RE: WINDOW SCHED. 2 LAYERS OF P.T BLOCKING FLASHING CONT. UNDER DOOR SILL — RIM JOIST RE: STRUCT. — FINISHED FLOOR RE: PLANS AND OWNERS SPEC — 1 1/2" GYP W/ RADIANT HEAT TUBING RE: SPEC T.O. PLYWOOD RE: PLANS 3/4" PLYWOOD RE: STRUCT. DECKING 56' - 2" 5/8" GWB BLOWN -IN INSULATION RE: SPEC 14" WOOD I- JOISTS BEYOND RE: STRUCT. NOTCH B.O. OF DECK JOIST TO SIT OVER T.O. WALL WALL FINISH RE: ELEVATION & SPEC SMART MEMBRANE VAPOR BARRIER RE: SPEC INSULATION RE: SPEC 2 5/8" INSULATION PANEL CONSISTING OF: 2" RIGID FOAM 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 3/4" FINISH FLOOR RE: FLOOR PLANS AND SPEC BASE BOARD TYPICAL EXTERIOR TYPICAL FOUNDATION NOTES: 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 THAT DRAINAGE MEDIUM CAN DRAIN AT BO WALL. LAP ICE AND WATER SHIELD OVER B.O. INSULATION PANEL 6 "MIN. AND CONTINUE REMAINDER OF 36" ROLLER UP WALL. MIRA DRAIN DRAINAGE MEDIUM OVER R -15 3 1/8" RIGID FOAM INSULATION PANEL OVER WATERPROOF MEMBRANE RE: SPEC 1/2" EXPANSION JOINT WITH BEVEL CUT TOP OF 2" FOAM @SLAB EDGE. PROVIDE SEALANT JOINT BTW SLAB AND CONC. WALL TO PREVENT RADON GAS INFILTRATION 10 MIL VAPOR BARRIER TURNS UP WALL MECH FASTEN AND SEAL TO WALL. SEAL ALL JOINTS AND PENETRATIONS TYP. 5" CONC. SLAB ON GRADE WITH IN FLOOR RADIANT HEAT 4" CONT. RIGID FOAM INSULATION PANEL UNDER SLAB W/ 2" VERTICAL PIECE OF EDGE AT SLAB W/ BEVEL CUT TOP AS SHOWN 4" GRAVEL BED UNDER CONCRETE SLAB PER SOILS ENGINEER RECOMMENDATIONS /STRUCT. CONCRETE FOUNDATION WALL RE: STRUCTURAL DRAWINGS W.P. MEMBRANE CONT. FROM B.O. FOOTING TO T.O. CONC. 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. CONCRETE FOUNDATION FOOTER RE: STRUCTURAL DRAWINGS 4" DIA. RIGID PERFORATED PIPE SURROUNDED BY FILTER FABRIC AND A MIN. OF 4 INCHES OF DRAIN GRAVEL SLOPED 1% MIN. TO DAYLIGHT PER SOILS REPORT. RE SOILS REPORT FOR ADDITIONAL FOUNDATION & PERIMETER DRAIN REQUIREMENTS & SPEC REVISION Revision No. Revision Date Description REVISED FINAL DRB SET Issue Date 09 -17 -13 Drawn by AG Checked by " — HB Scale 1 1/2 — 1 -0 DETAILS A6.1 N N 0 N ti N AW O J Uj V 0� Z O m r °0 LU -0 ■ O Z■ Uj � ■�► U. O n V > ■ ■- E Z .0 m Cn Cn 0. Uj N O REVISION Revision No. Revision Date Description REVISED FINAL DRB SET Issue Date 09 -17 -13 Drawn by AG Checked by " — HB Scale 1 1/2 — 1 -0 DETAILS A6.1 N N 0 N ti GRID LINE EXTERIOR PROVIDE WEEP D_ Q� WINDOW HEAD DETAIL @ COPPER PANELING 3" = 1' -0" EXTERIOR (_ Q v GRID LINE SEE 1/A6.1 FOR TYP. COPPER PANELING WALL ASSEMBLY 3D DRAINAGE MEDIUM OVER BUILDING PAPER LAPS OVER TOP OF FLASHING 1 1/2" MIN LAP WATERPROOF MEMBRANE OVER NAILING FLANGE AND CONTINUE UP UNDER FLASHING AND UNDER BUILDING PAPER HEADER RE: STRUCT. STUFFED IN INSULATION AND SHIM AS REQ'D TRIM PER INTERIOR DOCUMENTS CUSTOM JAMB PER EXTENDED DEPTH ALUMINUM FLASHING TO MATCH PANELS SEPARATE FROM COPPER PANELS WITH ICE AND WATER SHIELD AND SEALANT INTERIOR WINDOW RE: WINDOW SCHEDULE INTERIOR WINDOW RE: WINDOW SCHEDULE 1/4" SEALANT JOINT AND BACKER ROD STUFFED IN INSULATION AND SHIM AS REQ'D CUSTOM WOOD JAMB PER EXTENDED WIDTH I I N O _ SEPARATE COPPER PANELS FROM ALUMINUM CLAD WINDOWS W/ SEALANT AND ICE AND WATER SHIELD TYPE STRIP FLASHING TRIM TRIM PER INTERIOR DOCUMENTS LAP 1ST LAYER OF WATERPROOF MEMBRANE OVER SHEATHING AND OVER NAILING FLANGE LAP 2ND LAYER OF WATERPROOF MEMBRANE OVER 1ST LAYER AND OVER BUILDING PAPER LAP BUILDING PAPER OVER 1ST LAYER OF WATERPROOF MEMBRANE 3D DRAINAGE MEDIUM LAPS OVER WATERPROOF MEMBRANE AND BUILDING PAPER SEE 11A6.1 FOR TYP. COPPER PANELING WALL ASSEMBLY J Uj w Z_O r 00 Fn II LU ■ O Z _^ ■ W �M MINES ■► WINDOW JAMB DETAIL @ COPPER PANELING 3" = 1' -0" $ PANELING 3" = V -0" OW SCHEDULE D OF SEALANT NTERIOR DOCUMENTS:DGE ?IOR DOCUMENTS 2 PANELS FROM 1NDOWS W/ 1/4" SEALANT MEMBRANE MEDIUM OVER UNDER '. COPPER PANELING WALL ASSEMBLY EXTERIOR PROVIDE WEEP IN GRID LINE WINDOW HEAD DETAIL @ POWER SHADES @ STONE VENEER 3" - 1' -0" I� EXTERIOR GRID LINE WINDOW HEAD DETAIL @ STONE VENEER 3" = 1' -0" EXTERIOR ii i WINDOW JAMB DETAIL @ VENEER 5 3" = 1' -0" GRID LINE E RE: 6/A8.1 FOR HEADER DETAIL INFORMATION HEADER RE: STRUCT. t - INTERIOR MC 10 X 20.7 STEEL DECORATIVE HEADER EXPOSED BOLTS RE: ELEVATIONS AND STRUCTURE LAP WATERPROOF MEMBRANE OVER NAILING FLANGE AND CONTINUE UP UNDER FLASHING AND UNDER BUILDING PAPER ifl SIDE MOUNT MANUAL ROLLER SHADE cO HUNTER DOUGLAS R8 PER OWNER VERIFY ALL DIMENSIONS WITH SHADE MANUFACTURER 4/4 X 6 WOOD TRIM \ BLOCKING AND 8" TIMBER LOCK SCREWS @ 12" O.C. STUFFED IN INSULATION AND SHIM AS REQ'D ROLLER SCREEN TO COIL TO THE ROOM SIDE OF THE WINDOW TO AVOID CONFLICTS WITH WINDOW HANDLE WINDOW RE: WINDOW SCHEDULE PROVIDE SELF ADHERED BITUTHANE FLASING OVER T.O. FLASHING RE: SPEC _ FLASHING TO MATCH WINDOW SEPARATE FROM STEEL HEADER WITH ICE AND WATER SHIELD AND SEALANT. RE: SPEC MC 12x20.7 C- CHANNEL STEEL HEADER PAINTED DARK _ BLUE /BLACK LAG BOLTED THROUGH CENTER OF C- CHANNEL _ TO WINDOW HEADER RE: STRUCT. SEE 1/A6.1 FOR TYP. STONE VENEER WALL ASSEMBLY 3D DRAINAGE MEDIUM LAPS OVER BUILDING PAPER LAPS OVER FLASHING AND CONT. UP WALL PROVIDE 1X BACKER BOARD BEHIND STEEL HEADER LAP WATERPROOF MEMBRANE OVER NAILING FLANGE AND CONTINUE UP UNDER FLASHING, UNDER C- CHANNEL AND UNDER BUILDING PAPER HEADER RE: STRUCT. IN -FILL W/ SPRAY FOAM INSULATION AND SHIM AS REQ'D TRIM PER INTERIOR DOCUMENTS CUSTOM JAMB PER EXTENDED DEPTH INTERIOR PROVIDE WEEP AT TOP OF WINDOW WINDOW RE: WINDOW SCHEDULE FLASHING TO MATCH WINDOW SEPARATE FROM STEEL HEADER WITH ICE AND WATER SHIELD AND SEALANT. RE: SPEC PROVIDE WEEP SPACE INTERIOR WINDOW RE: WINDOW SCHEDULE 1/4" SEALANT JOINT AND BACKER ROD DO NOT LET MORTAR TOUCH WINDOW IN -FILL W/ SPRAY FOAM INSULATION AND SHIM AS REQ'D CUSTOM WOOD JAMB PER EXTENDED WIDTH USE SANDED CAULK JOINT AT STONE TO ADJACENT WINDOW TRIM PER INTERIOR DOCUMENTS LAP 1ST LAYER OF WATERPROOF MEMBRANE OVER SHEATHING AND OVER NAILING FLANGE LAP 2ND LAYER OF WATERPROOF MEMBRANE OVER 1ST LAYER AND OVER 3D DRAINAGE MEDIUM AND OVER BUILDING PAPER LAP BUILDING PAPER OVER 1ST LAYER OF WATERPROOF MEMBRANE SEE 1/A6.1 TYP. EXT. STONE SIDING WALL ASSEMBLY WINDOW SILL DETAIL @ STONE VENEER 3" = 1' -0" DW SCHEDULE ID OF SEALANT NTERIOR ?DOCUMENTS rOP SILL O DRAIN MEMBRANE MEDIUM t AND UNDER '. EXT. STONE iEMBLY WINDOW HEAD DETAIL @ WOOD SIDING 3" - 1' -0" GRID LINE EXTERIOR WINDOW JAMB DETAIL @ WOOD SIDING INTERIOR JM LAPS 'ER LAPS LING 1 LEVATIONS 4TION i WINDOW MEMBRANE GE AND .R FLASHING JG PAPER T. )AM INSULATION DOCUMENTS EXTENDED DEPTH DW SCHEDULE WINDOW RE: WINDOW SCHEDULE SEALANT JOINT AND BACKER ROD IN -FILL W/ SPRAY FOAM INSULATION AND SHIM AS REQ'D CUSTOM WOOD JAMB PER EXTENDED WIDTH 3X3 WOOD TRIM TRIM PER INTERIOR DOCUMENTS LAP 1 ST LAYER OF WATERPROOF MEMBRANE OVER SHEATHING AND OVER NAILING FLANGE LAP 2ND LAYER OF WATERPROOF MEMBRANE OVER 1ST LAYER AND OVER 3D DRAINAGE MEDIUM AND OVER BUILDING PAPER LAP BUILDING PAPER OVER 1ST LAYER OF WATERPROOF MEMBRANE WOOD SIDING RE: ELEVATIONS FOR TYPE AND LOCATION WINDOW SILL DETAIL @ WOOD SIDING DW SCHEDULE D OF SEALANT NTERIOR DOCUMENTS ?DOCUMENTS TH SLOPED MEMBRANE MEDIUM ? AND UNDER _LE VATIONS :ATION REVISION Revision No. Revision Date Description REVISED FINAL DRB SET Issue Date 09 -17 -13 Drawn by AG Checked by HB Scale 3" = 1' -0" DETAILS A6.2 N M N 0 N ti N O J Uj w Z_O r 00 Fn LU ■ O Z _^ ■ W �M MINES ■► U. O n ■O m V > EMMMM MID ■- E Z Cn Cn Uj N O REVISION Revision No. Revision Date Description REVISED FINAL DRB SET Issue Date 09 -17 -13 Drawn by AG Checked by HB Scale 3" = 1' -0" DETAILS A6.2 N M N 0 N ti r' 1 ` 4 IML NO AN - ....ck... • ...�: .�',!' � • ,� � _ fit,, {" t �^ 1 I rr. H!_ I=1Or9zwmw=1`Tnw=115"9LVA:o 1 ti _ rx �. �� •-- - .' ,fir WWI' I re]rli9MM I=1rllhql021 =1XASO 1=115"9IkVA:o 13 EJ- F!- N LLC RES N I CK RESIDENCE PERSPECTIVES , 210 EDWARDS VILLAGE BLVD A103, EDWARDS, C08'1632 T970.926.4301 09 -17 -13 0 3 3 d O � O � d � m T a MKS M � o v v v m m cn m O OZ O (00 ;o cD � < 00 O0 m o n W CD D m v D T� N O D r