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HomeMy WebLinkAboutE18-0039_Approved Plans_1524604147.pdf 10.1 OF zo ..,"4/...... m. SYMBOL LEGEND DRAWING LISTi1� 332MILL CREEK CIRCLE : SECTION NO. 1Q107 BUILDING 04/24/18 SECTION CUT ii <.1 R O G R E S S S E T SURVEY A1.0 COVER SHEET A6.1 FOUNDATION DETAILS SHEET NO. A6.2 FOUNDATION DETAILS A6.3 FOUNDATION DETAILS Issue Date: 03/ 16/ 1 ALTA SURVEY A6.4 FOUNDATION DETAILS A6.5 WALL DETAILS DETAIL NO. T LANDSCAPE DRAWINGS A6.6 WALL DETAILS DETAIL CUT ® I REFERENCE GRID LINE 3.2 L1 SITE GRADING AND DRAINAGE A6.7 DECK DETAILS SHEET NO. / T L2 SITE LAYOUT A6.8 DECK DETAILS L3 PLANTING A6.9 DECK DETAILS Ll 321 MILL CREEK CIRCLE A6.10 DECK DETAILS T.o.Pwo. A6.11 DECK DETAILS DETAIL CUT 0 BERGLUND 0 SPOT ELEVATION ELEV.100'-0" ARCHITECTURAL DRAWINGS A6.12 DECK DETAILS ®SIM. SITE ELEV.=116'-0° A2.1 SITE PLAN A6.13 DECK DETAILS A2.2 DEMO PLAN A6.14 ROOF DETAILS ARCH ITECTS, LLC. A2.3LANDSCAPE PLAN A6.15 ROOF DETAILS A2.4 SITE STAGING PLAN A7.1 FIREPLACE SHEET EXTERIOR ELEVATION ` 1 DRAWING REVISION 1. A2.6 AREA CALCS A7.2 FIREPLACE SHEET A4.1 11111101/4\ A3.0 LOWER LEVEL FLOOR PLAN A7.3 FIREPLACE SHEET _ a - A3.1 GROUND LEVEL FLOOR PLAN A7.4 FIREPLACE SHEET iI - 1J it ��� A3.2 MAIN LEVEL FLOOR PLAN A7.5 FIREPLACE SHEET ROOM NUMBER LIVING �� � ��I US Mail Only: P. O. Box 2378 A3.3 UPPER LEVEL FLOOR PLAN A7.6 FIREPLACE SHEET Physical/ Fedex: 210 Edwards INTERIOR ELEVATION ■� = A3.4 ROOF PLAN A7.8 STAIR SHEET 0A9.1 MN Village Blvd, Bldg A Suite A103 [100_I _�_ -� _ �� A4.1 ELEVATIONS A7.9 STAIR SHEET Edwards,Colorado 81632-2378 L�- �� A4.2 ELEVATIONS A7.10 STAIR SHEET (970)926 4301, Fax:926 4364 DOOR MARK 100 WINDOW MARK C A - -- IiiI \I'_ T A4.3 ELEVATIONS A7.11 STAIR SHEET hans(cberglundarchitects.com �� I � = _ = A4.4 ELEVATIONS A8.0 WINDOW SCHEDULE www. berglundarchitects.com I_ �■ - I'll iiVi IIL "`. T��I I-_ A4.5 ELEVATIONS A8.1 WINDOW AND DOOR DETAILS ,,..,„1_.._., - 111 A4.6 ELEVATIONS A8.2 WINDOW AND DOOR DETAILS MATERIAL LEGEND A5.1 BUILDING SECTIONS A10.1 LOWER LEVEL RCP I II 1 I = _ 1, `�mgde� _� _n,l SECTION PLAN SECTION PLAN 'I TI_ I -- �_, A5.2 BUILDING SECTIONS A10.2 GROUND LEVEL RCP II._ �i� _ m _ �'� MAWA5.3 BUILDING SECTIONS A10.3 MAIN LEVEL RCPMI ��w� :'I' -�� �� _ T`.7701_,� A5.4 BUILDING SECTIONS A10.4 UPPER LEVEL RCP • - in A5.5 BUILDING SECTIONS CONCRETE m a ° ° SOIL/COMPACTED FILL I I I A I /\\//\\//\\//\\/ �,; -��JM.a - A5.6 BUILDING SECTIONS STRUCTURAL DRAWINGS , III-II //\//\//\// A5.7 BUILDNIG SECTIONS \\��\\��\\�\\\/ 0 A5.8 BUILDING SECTIONS CIVIL DRAWINGS _ A5.9 BUILDING SECTIONS ,►.•Uc'bv"k, --, A5.10 BUILDING SECTIONS i�����i� ::411;40-• Ce CONCRETE MASONR ��� �������� ROCK/ tegbi • �,i lk NON-COMPACTED FILLo�0r•ft 0 STONE A ////////, SAND Nil Lo GENERAL NOTES CODE INFORMATION PROJECT INFORMATION co FRAME WALL FINISHED WOOD CODE: 2015 IRC,CONSTRUCTION TYPE V-B, R-3 LIE1 ‘'00 H , A. The contract documents, aka construction documents, consist of the ENERGY CONSERVATION:THE BUILDING COMPLIES WITH THE ENERGY CONSERVATION REQUIREMENT FROM CHAPTER4 OF THE INU O architectural and structural drawings/notes, the exterior color/material 2015 INTERNATIONAL ENERGY CODE PER ZONE 6B ADOPTED BY THE TOWN OF VAIL,AND AS DEMONSTRATED BY PRESCRIPTIVE schedule, architectural finish schedule, and the project outline specifications BUILDING THERMAL ENVELOPE,AS FOLLOWS: Ce 0 TILE as well as the agreement between the contractor and owner.Any work ROUGH FRAMING OR \� shown, specified and/or noted in one of the documents shall be supplied as r. i The following is a summary for the climate zone 6B of Table 402.1.1 requirements of the IECC and as adopted by The Town of Vail, and an outline of Zone District:Two-Family Primary/Secondary Residential ROUGH SAWN TRIM though fully covered in all. Any discrepancy between the different parts the proposed R values of the assemblies of the building which are defined in the Construction Document Drawings and Specifications: LOT IS .285 ACRES,EQUAL TO 12,429 SF 0 should be reported to the architect immediately. PLUS ADDITONALSF FROM PARCEL2 1,261 SF B. Contractor will assume responsibility of items requiring coordination and Maximum Glazing U-Factor- Requirement of.32 for new single family dwelling units, this can be a weighted average. 13,690 SF GLAZING WOOD BLOCKING \ resolution during the construction process. ALLOWABLE SFOGRF11 II II C. All work shall comply with all state and local codes and ordinances, and shall The windows and doors with dual glazed Low E/i89 glazing (Low E on two surfaces)exceed this requirement. .46 SF PER 1 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 3,690 X 0.38 EQUALS 1,400 SF be performed to the highest standards of craftsmanship by journeyman of Ceiling&Roof Insulation- Requirement of R-49 which is reduced to R-38 per 402.2.1 since the construction techniques provide a full R-38 insulation .13 SF PER 1 SF OF SITE AREA> 15,000 SF OF SITE AREA 0 X 0.13 EQUALS 0 SF �,�r.� the appropriate trades. value over the wall top plate. TOTAL ALLOWED GROSS RESIDENTIAL FLOORAREA(GRFA)FOR ENTIRE LOT 6,000 SF /I GLU-LAM WOOD D. These documents are intended to include all labor,materials,equipment and Typical Roof Condition -The design provides a full R-38 insulation value over the wall top plate as follows:Provide R62.4 at roof cavities with STEEL I services required to complete all work described herein. It is the 5/8"plywood over 14"TJIs: with 4" minimum of 2#closed cell sprayfoam insulation with an R value of 6.6 per inch equaling R26.4 and 12"of ALLOWABLE SITE COVERAGE IS 20% OF LOT 2,738 SF responsibility of the contractor to bring to the attention of the architect any blown in cellulose insulation with R3.6 per inch equaling R36. ESTIMATED HOUSE FOOTPRINT 2,728 SF 2 conditions which will not permit construction per the intentions of these REMAINING SITE COVERAGE 10 SF documents. It is the responsibility of the architect to provide details and/or Basement Walls Insulation- Requires R-15 of continuous insulation or R-19 cavity insulation. "15/19" shall be permitted to be met with R-13 cavity ALUMINUM OR PARTICLE BD. OR directions regarding design intent where it is altered by existing conditions or insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the home": PROJECT SQUARE FOOTAGE PER LEVELCNI WOOD FIBER BD. where neglected in the documents. Provide R-23.2 per the sum of the rovided R values of the R-10 continuous exterior ri id foam insulation drains a board over the SHEET METAL E. All change orders must be approved in writing by the owner priorto pg g HABITABLE GARAGE GRFA concrete wall with 2x wood furring set 1" off concrete with 2" of 2#closed cell sprayfoam insulation with R-13.2 (R-6.6 per inch) and 5/8" LEVEL 1-LOWER LEVEL 2,667 SF 267 SF ( 10% COUNTS TOWARDS GRFA) contractor performing any work associated with a change order unless drywall exceeds the requirement. LEVEL 2-GROUND LEVEL 1,824 SF 791 SF 1,824 SF owner has authorized contractor to proceed. LEVEL 3-MAIN LEVEL 2,445 SF 2,485 SF 37 SF DOUBLE HEIGHT AREA AT el BATT INSULATION RIGID INSULATION F. Any materials proposedforsubstitution of those specified or called out by LEVEL 4-UPPER LEVEL 1,230 SF 1,230 SF ENTRANCE ������� Exterior Walls Insulation- Requires R-20: Exterior walls with 5.5"cavity:UseZIP or Hunter XCI continuous structurally insulated sheathing panel for trade name in these documents shall be presented to the architect for review TOTAL SF 8,168 SF 791 SF 5,806 SF continuous insulation and shear requirements Provide R26.4 with 1 1/2"Zip or hunter continuous struct.insulation panel with total R6.6, 5.5" of blown and approval. The contractor shall submit samples, product data, 191 SF GARAGE SF OVER GRFA ALLOWANCE in cellulose insulation with R3.6 per inch equaling R19.8 or approved equal. TOTAL SF WITH GARAGE 5997 SF manufacturers installation recommendations and a side by side analysis/ REMAINING GRFA 3 SF spread sheet comparing ASTM testing/performance or other applicable Floorinsulation- Requires R-30: The building has been designed with a conditioned and finished basement space. GYP.WALL BOARD/ ACOUSTICAL CEILING II I I I I I I I I I I l standards,warranty, limitations, maintenance considerations,cost, lead Provide 14" of blown in cellulose insulation with R-3.6 per inch equaling R-50.4 REVISION SCHEDULE STUCCO/ PLASTER time/schedule impact, any incompatibility/impact to other products or systems in project,and impact on LEED certification if applicable for the Basement Slab- Requires R-15 for4' horizontally under slab (since the slab is heated). projectforthe proposedsubstitution and the specified product. Once all Provide R25 @ slab edge with continuous R-15 3" rigid foam insulation under the slab and R-10 continuous exterior insulation &drainage # DESCRIPTION DATE CARPET IIIIIIIIIIIIIIIIIIIIIIIIIIII required information is received by architect, a minimum of three weeks' board @ exterior of foundation. PLYWOOD \\\ time is required for review and approval and or denial of substitution. G. Submit samples as required by drawings and specifications. All samples Provide full cavity blown in cellulose sound insulation at all interior walls and at all floor assemblies. shall be reviewed by the architect before the work is performed. Work must conform to the reviewed samples. Any work which does not conform shall SINCE BUILDING COMPLIES W/2015 IECC PRESCRIPTIVE BUILDING ENVELOPE,RES-CHECK OR SIM. ENERGY MODELING IS NOT REQ'D be removed and replaced with work which conforms at the contractor's expense.Subcontractors shall submit requests and samples for review ADDITIONAL REQUIREMENTS PER TOWN OF VAIL CODE AMENDMENTS: ABBREVIATIONS through the general contractor when work is let through him or her. Required verifications and submittals to be made in adequate time as to not delay ROOF COVERING: Meets Section 1505.6 of the Town of Vail Code-Standing seam roofing will be installed to meet the required Class A roof or Class A roof assembly. progress. Once competed samples including all required product MONITORED FIRE ALARM SYSTEM: Building to be Equiped throughout with Fire alarms AAD Attic Access Door GALV Galvanized RW Roof Window information if applicable is received by architect, a minimum of threeweeks' FIRE SPRINKLER SYSTEM: Building is to be equipped throughoutwith an automatic sprinkler system installed in accordancewith NFPA 13 and the time is required for review and approval and or denial of samples. ADD Addendum GC General Contractor RO Rough Opening Town of Vail. ADJ Adjacent GL Glass SAN Sanitary H. Shop drawings must be thoroughly and stamped approved by FIREALARM:A monitored fire alarm system will be provided. contractor priorto submitting to architect to make sure they meet PLUMBING: See plumbingdocuments from PlumbingContractor AOR Area of Refuge GR Grade SECT Section construction document requirements and are accurate in terms of correct MECHANICAL:See mechanical drawingsand documents from Mechanical Contractor AGG Aggregate GLB Laminated Wood Beam SEW Sewer 9 quantities, dimensions, handing and design intent. Shop drawings shall be ELECTRICAL: See load calculations fromelectricalcontractor forservice and electricpanel sizing AFF Above Finished Floor GYP Gypsum SHT Sheet VICINITY M A P ALT Alternate GWB Gypsum Wallboard SHLV Shelves submitted to the architect for his or her review where called for anywhere in ARCH Architectural HDW Hardware SIM Similar these documents. Review shall be made by the architect and architect's consultants for general compliance with construction drawings and design RADON MITIGATION SYSTEM ,--- SOC 4J4 BM Beam HD Head SL Sliding = 352352 '352 BRG Bearing HVAC Heating, Ventilating, SM Sheet itent only. Architect's review is required before work is begun, and work PROVIDE DESIGN-BUILD ENGINEERING AND CONSTRUCTION OF A PASSIVE RADON MITIGATION SYSTEM FOR THE PROJECT TO WHICH AN INLINE FAN COULD BE v 352 4: shall conform to the reviewed shop drawings, subject to replacement as ADDED LATER IF REQUIRED PER THE FOLLOWING CRITERIA AND AS REQUIRED TO MAINTAIN RADON LEVELS AT THE MECHANICAL ROOM,LOWER LEVEL AND BET Between and Air Conditioning STC Sound-Transmission Class HOUSE BELOW EPA AND OTHER GOVERNMENT STANDARDS.THE RADON MITIGATION SUBCONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING HIS WORK required per above.Architect will try to identify any discrepancies in shop BD Board HT Height SPEC Specification WITH THE VAPOR BARRIER INSTALLATIONAND THE ELECTRICIAN FOR AN ELECTRICAL JUNCTION BOXES AT THE LOCATIONS DETERMINED BY THE RADON 228 228 371 drawings, but contractor is ultimately responsible for shop drawing accuracy MITIGATION SUBCONTRACTOR FOR THE POTENTIAL FUTURE FANS. 228 BS Both Sides HWY Highway SQ Square 230 as the shop drawings are a product of their subcontractor. a5 BO Bottom Of HOR Horizontal STD Standard 335 413413 413 I. The building inspector shall be notified by the contractor when there is need AT A MINIMUM,THE FOLLOWING SYSTEMS/SERVICES WILL BE PROVIDEDAS PART OF THE BASE BID BY THE RADON MITIGATION SUB CONTRACTOR. 303 413 413 413413413 BLDG Building ID Inside Diameter STL Steel of inspection as required bythe 2015 international buildingcode/international -SEALING OF THE LOWER LEVEL CONCRETE SLAB TO THE FOUNDATION WALLS 303 385 433 P q 263 385 335 413 CAB Cabinet INT Interior STRUCT Structure (al) residential code, 2015 IECC, or any applicable or local code or ordinance. -SEALING OF ALL PLUMBING AND OTHER PENETRATIONS THROUGH THE CONCRETE SLABS AND THROUGH THE BELOW GRADE PORTIONS OF THE FOUNDATION 3p3303 303 385335 433 Cpt Carpet JT Joint SUB Substitute WALL 303 303 303 335 433 J. The contractor shall be responsible safety and care of adjacent c;, 3°33°3 a16 433 LOCATIONS&INSTALLATION OF PIPES, PORTS,AND OPENINGS IN THE SLAB FOR SLAB DEPRESSURIZATION SYSTEM. CL Centerline LAM Laminate SUPPL Supplement(al) ro erties duringconstruction, forcompliance with federal and state z36 �,� 303 a33 CER Ceramic LAV LavatorySUSP Suspend (ed) properties p -PROVIDE PASSIVE VENT PIPE SYSTEM WHICH RUNS FROM THE SLAB PENETRATIONLOCATIONS(S) TO THE OUTSIDE IN ACCORDANCE WITH THE EPA ,, ' , a10 433 p O.S.H.A. regulations, and for the protection of all work until it is delivered STANDARDS.THE VENTS SHALL BE RUN WITHIN THE INTERIOR OR EXTERIOR WALLS TO A LOCATION(S)HIGH ON THE ROOF.COORDINATE VENT LOCATIONS 302 302 426 CLOS Closet MFG Manufacturer TEL Telephone completed to the owner.Contractor to repairdamage to adjacent WITH ARCHITECT AND/OR OWNER 238 288 302 365 p P any 9300 412 CMU Concrete Masonry Unit MO Masonry Opening TV Television properties or completed work at his or her own expense. -PROVIDE POWER ADJACENT TO SLAB VENT PENETRATIONS FOR POTENTIAL FUTURE INLINE FAN LOCATION INCLUDING ALL REQUIRED ROUGH IN WIRING AND 302 360 334 434 COL Column MTL Material TEMP Tempered K. All dimensions noted take precedence over scaled dimensions. Dimensions JUNCTION BOXES, IN THE EVENT THAT A FAN IS REQUIRED TO BE INSTALLED 3043 414 434 302 375 CONC Concrete MAX Maximum IE That Is noted with "N.T.S." denotes not to scale. -PROVIDE PROVISIONS FOR A SYSTEM FAILURE INDICATOR,INCLUDING ALL REQUIRED ROUGH-IN WIRING,AND JUNCTION BOXES, IN THE EVENT THAT A FAN IS 304 h,,_ 384 43a 434 CJ Construction Joint MC Medicine Cabinet THK Thick L. Contractor shall ver/ and coordinate openings throu hfloors,ceilin s, REQUIRED TO BE INSTALLED. 3°4a ,.i cl,, 356416 416434 434 verify9 9 PERFORM RADON TESTING AFTER THE HOME/PASSIVE SYSTEM IS COMPLETE TO DETERMINE IF THE HOME PASSES OR IF AN ACTIVE SYSTEM IS REQUIRED IN E 356 '''''0,),,, 434 CONT Continuous MECH Mechanical TPH Toilet Paper Holder and walls with all architectural, structural, mechanical, plumbing, and ORDER TO MAINTAIN RADON BELOW EPA AND OTHER GOVERNMENTAL STANDARDS. 356 F�, 416 DP Dampproofing MIN Minimum T&G Tongue and Groove electrical drawings. Verify with structural engineer if holes/notches can be -IF AN ACTIVE SYSTEM IS REQUIRED,PERFORM FOLLOW UP RADON TESTING AFTER THE SYSTEM IS COMPLETE TO DETERMINE IF RADON HAS BEEN MITIGATED X01 298 336 416 434 43443 DET Detail MISC Miscellaneous T&B Top and Bottom cut in structural members priorto doing so. -PROVIDEAND INLINE FAN IF ACTIVE SYSTEM IS REQUIRED.PROVIDE OTHER EQUIPMENT AND SYSTEM AS REQUIRED TO PROVIDEA FUNCTIONAL RADON 278 356 MITIGATION SYSTEM FOR THE UNITS. 11 270 278 278 356 - 366 370 416 DIA Diameter NIC Not In Contract TO Top Of M. Contractor to coordinate new construction w/existing conditions and notify 278 DIM Dimension NA Not Applicable T Tread architect and structural engineer about discrepancies of drawings of existing r 27alhoweiliw E. CONTRACTOR TO COORDINATE INSTALLATION OF THE 15 MIL VAPOR BARRIER UNDER THE SLAB INCLUDING THE SEALING OF ALL JOINTS, ALL PLUMBING OR [)r DW Dishwasher NTS Not to Scale TS Tube Steel house/conditions and assumptions. Every reasonable effort should be made MECHANICAL OR OTHER PENETRATIONSAND THE SEALING AND MECHANICAL FASTENING OF THE VAPOR BARRIER TO THE EXTERIOR CONCRETE FOUNDATION DN Down OC On Center TYP Typical by contractor to protect and/or minimize damage to existing conditions. WALLS. PROGRESS SET DR Drain OPG Opening UG Underground DS Downspout OPP Opposite U.N.O. Unless Noted Otherwise _ RE:OUTLINE SPEC FOR MORE DETAILS 303 DRWG Drawing OSB Oriented Strand Board UNFIN Unfinished 325 315 Issue Date 03/16/18 EA Each OD Outside Diameter UBC Uniform Building Code PROJECT DIRECTORY EL Elevation d Penny(nails, etc.) USG United States Gage ,�,I `�u 302 395 Drawn by KC EQ Equal PAF Power Actuated Fastened VAR Variable CLIENTS ARCHITECT CONTRACTOR MECHANICAL LANDSCAPE STRUCTURAL SOILS ENGINEER SURVEYOR CIVIL 304 Checked by HB EXIST Existing PERF Perforated (d) VENT Ventilate 312 EJ Expansion Joint PFSM Prefinished Sheet Metal VIF Verify In Field ENGINEER ARCHITECT ENGINEER 328 392 Scale As indicated EXT Exterior PL Plate VERT Vertical Triple Threat NLC, LLC BERGLUND ARCHITECTS,LLC English &Associates,LLC Concept Mechanical Ceres+Landscape HP Kumar Eagle Valley Surveying Justin Yarnell,PE (CO) • 335 FE CABT Fire Extinguisher Cabinet PLWD Plywood VAT Vinyl Asbestos Tile PO Box 2395 PO Box 2395 Architecture Studio NYL Justin@TheYarnells.com 332 FOC Face Of Concrete PROD Product V Voltage Edwards, CO 81632 P.O. Box 2378 Edwards,CO 81632 Contact;Tim Rosen Contact:Steve Pawlak Contact:Mike Post (970)323-7008 ext. 101 362 s FOS Face Of Stud PROJ Project WC Water Closet Contact:Scott Sones Contact:Julian Lineham v R_. 4.FIN Finish PROP Property WP Waterproof 210 Edwards Village Blvd P.O. Box 1165 5020 County Road 154 41199 Hwy 6 &24, EAGLE RIVER VALLEY: °� 342 375' COVER R Radius or Riser2995 Baseline Road FP Fireproof WT Weight Suite A103 Avon, CO 81620 P.O. Box 2134 Glenwood Springs, CO 81601 Eagle Vail avon, CO 81632 P.O. Box 3901 p #314, Boulder, Colorado, 2 FL Floor REF Refer WIN Window Edwards,CO 81632 Eagle, CO 81631 Eagle, Colorado 81631-3901 Q USA, 80303 SHEET FD Floor Drain REFR Refrigerator W/ With (comb.form) Office Phone: 970-949-0200 Phone: (970) 945-7988 Phone: (970) 949-1406 o FTG FootingREINF Reinforce (d) W/O Without Phone: (970) 926-4301 conceptmechanical@comcast.Phone: (970) 328-6080 Fax: (970)945-8454 Fax: (970)479-0055il 66 +1.303.558.3145 FDN Foundation REQD Required WD Wood Fax: (970)926-4364 net Fax: (970)328-6084 o GA Gauge RHSM Round Head Sheet Metal Screw Jlineham@studionylcom o hpkglenwood@kumarusa.com mikepost@evsurvey.com _____ _ A1 ■ 0 co RM Room hans@berglundarchitects.com scott@Ceres-plus.com . = c9- M X00) kg 04/24/18 GENERAL NOTES: 1) EXTERIOR LIGHTING: 1 LIGHT PER 1,000 SF OF LOT AREA,THEREFORE 13 LIGHTS ARE ALLOWED.13 EXTERIOR LIGHTS MORE THAN 18" ABOVE GRADE ARE PROPOSED.SEE ELECTRICAL PLANS FOR TYPE,LOCATION AND NUMBER OF FIXTURES. 2 1 2 1 A5.4 A5.1 A5.2 A5.3 (2) HUBBARTON FORGE AIRISMEDIUM SCONCE(TYPE B) LIGHTS PROVIDED 8' - 0" ABOVE F.F @THIS LEVEL (5) CEILING MOUNTED HEVI LITE HL-384 MONOPOINT (TYPE M) LIGHTS PROVIDED@ THIS LEVEL g E RG L U N D (14) WAC LIGHTING WL-LED200 STEP LIGHT (TYPE Q) LIGHTS PROVIDED 1' -0"ABOVE F.F. @ THIS LEVEL ARCHITECTS, LLC. 1 A5.5 0 0 0 © •A4.3 2 TOTAL EXTERIOR LIGHTS MOUNTED MORE THAN 18" ABOVE GRADE AT THIS LEVEL /7-\\ US Mail Onlv: P. O. Box 2378 1 \�\� Physical/Fedex: 210 Edwards Village Blvd, Bldg A SuiteA103 1 / ��� ���� Edwards,Colorado 81632-2378 (970)926 4301, Fax:926 4364 1 A5.6 �� ° 4 �� � hans@beralundarchitects.com \ \ ��� www. berglundarchitects.com 2B . \ UNI 1A d ��%7� v ' _2-'2' I , A5.7 (1) ,\ Ce 1 1 _ v: - :: ' ''' '' - .\:-:-:;*AT ' ''-:' : ::: -*' '''' ''':::::'-' ;'" - '''''' '>::-'' ''):‘- ::::'' :: C --L' `. \ ' \ CI) • - --' ' ', , ' ' ' ' _•,- _ - - , - • • - 1 • 4 \ \ 1 \ '_ ' ' ,_ 4), _ , _ '\:_:: :;\',- ' •,, ',', , :'-_,•_, ,,_ ,,-1 ;_ ',": ' -:_ _-_,' ,1 - ,:, , /,' ,:.- 'an.... ,,,- \ \ LO INU \ INU \. O ; '-'•� JCe 0 MIS , � \ v � OP . M lip'- '-- . .- ' _,,,..7-**--. ./.' „ \ A5.7 _ A (i) —I 20 '-6", . " „ , ,\ \ „ . . -. .I 1_.',:::_,,,, ':- -',:-.,11,__::, „,,‘:-:: Lupo 2 . ._ , '_ -: : : [I, : ::,-_ : : ',,,,,',,,,1_, ' ilL \ ,-_(''',,;, ,. ,:\-:\\-'‘°-'-‘,\, ',,• , . 1- , 0' ,L,")-/:- ‘,111-,',,i_' -j' ::,,(::1,,,,:::',‘:, „),-:,::_‘,\:,,,,-,:t.,:-_,1, ,,_,,,,,_ '\•\\,\ \\\ \ I ■ I .- , r ,, _,1, ,, "_'PROPOS D• kali ��, A A;Ill _,, ,,_ ,_ I' ,1I ' 11 ----- BB A5.8 M el''':::11111': i ' _ : ',;‘,,, "IP' ::,‘:--':,,i''',_117''' / I Iil'i,'''.7:11,:''',11i7-4--11:11::111111-'1‘'1-,':1(4,-;_:' , CC ''-',:-''''' A4.2 1 r 41�f VIII. '��• 'I, ,O • \ . ` �0� - \� ���� ' 9 REVISION SCHEDULE xan-s is `. ,,, ��*�.:: i$1. ,0 --i/ \,_ 9�,Pw� . 8 • �� I�1 �% ■ ■■� 208' 2... (140.11—' s ' ' \ ��� n I�'" =:: 210' 13/8„• ., ; ,-:_, �: - , '\�' ' - ;< ����®� 1 # DESCRIPTION DATE ‘'_,",-,01 4 1011 \ /. . ' I (DD CO \ , e , _ II�IPt IIA ,,,,,),-___:,:,:_i.,:::,7',17,,,:-____,,;,,,,,,,,--___,,,,: � . o� -�.,,,---, - , , , -, , - ‘-‘ ®moo ll TI , . 4 I I M \ 1 I I.%.\1 I I 1 , B . M IIII L \ Ii. - \ _..ik , ' ' '' '' ' , _ • - . ,_,. , _ , ,,,-, , , _ _ .p.,,... \ ,,\ ' \ 11111111 ' Lary): ,1 - - -. •,- - I, -,. - - , - 8”...'- \ 210' 210' 1 3/ 6 3/8” -.*** III Ili, . ,, ..v z 208' 2"$ H • I 1::: ‘ " ' 11 " 0 I _ ,, c _ ,- , ,_- , 4: _,,, ,. , z, , , , , _, ,_. ,..7.---77". , • ', _ •,', ' ', _„ r•—• )11\ „ IA11MMIII ■■■ ■■■■ ■■■ ■■■■111 1111 , fi: 17-:,' I :‘': ';::: :::::::'1--: ''1,- -_:::- :: 1:2:=1''1‘ :::*-- . -= a a T . 2' 'a: , -7' ' -:2' - — D III III _ i I ‘; _ Ilirliffil � - _ = ateA4.5 \ 11 '\.-; „ '::- ,‘,- " ' ,__ _ -- - ' 'T _-': u, \ j \ © PROGRESS SET III 1 111 1111 111 1111 Ilal , ,- `_", "_ . _ _ _ ; 41 u1 r, 'III iii -1 �I d_ = ..=_ 2 � — — DrawDbte 03/16/18 ''� 1 j—.........—P � = A4.5 IIII � Issue O y \ 4 \ Checked by HB \ ....\ \ Scale 1/4" = 1'-0" --------- li 0 / ,.-- ,--------- \ I. A4.5 11 111111111111111/111111111\11111111 LOWER 111111 1 � \ \ LEVEL RCP �, � ` Vii i. 1 . _. \ \ G Q N M O A10 . 1co c\J coM AO OF ge, 1 5 1 5 to.15 A5.1 A5.2 A5.3 A5.4 m 0 0 1q0) 04/24118 GENERAL NOTES: 040;iiik 1) EXTERIOR LIGHTING: 1 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 13 LIGHTS ARE ALLOWED. 13 EXTERIOR LIGHTS MORETHAN A5.5 18" ABOVE GRADE ARE PROPOSED. SEE ELECTRICAL PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES. 1 (1) HUBBARTON FORGE AIRIS MEDIUM SCONCE (TYPE B) LIGHTS PROVIDED 8'-0"ABOVE F.F @THIS LEVEL A .6 (12) CEILING MOUNTED HEVI LITE HL-384 MONOPOINT (TYPE M) LIGHTS PROVIDED @ THIS LEVEL 3C (18) WAC LIGHTING WL-LED200 STEP LIGHT(TYPE Q) LIGHTS PROVIDED LESS THAN 18" ABOVE F.F. @ THIS B E RG L U N D 0 A4.3EL ARCHITECTS, LLC. 4 TOTAL EXTERIOR LIGHTS MOUNTED MORE THAN 18" ABOVE GRADE AT THIS LEVEL 1 .'�'! US Mail Only: P. O. Box 2378 / % am;\` \ Physical/Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 j e\ Edwards,Colorado 81632-2378 2B (970)926 4301, Fax:926 4364 jj \, hans(c�beralundarchitects.com ��'j' \'� \ www. berglundarchitects.com \�, A5.7 1Aiik*, \\ )4\ UNI / �;• \14 ' f 3. ' 220'-211,' ` 0-P�J�� • A4.6 \ ` I \ V -1* 1 0_, I i , 1 1 Ce 1 \ i A4.4 0 A4.. , \\\\, °el 1 ,e) > ,, i, ', ''S'—' \ Nit No LO I \ A do � A5.7 FA V / c INU 00 � � ����------ ... — �sir .�. ' = N� A LU O IMP ' ' ' , \ •, \ A 0 Ce 0 0 o \� ..-- % AG C / L C , \ - , ,---,, \ —I 1 ' ; . ' _AI << v :‘ vv �� \ \ 1 , _ , _ _ �, . I _____, ,ii,‘„ ✓' 221 -63/8" 2 _ ___ _,_ _ A 7 of OA \ 0,-- BB :i\k_ V C\11 xii ' -1 \\% ' , i -- - _ -- - :- i ‘1 ./- - _ \- - _ - ") >.. \\\ . � � (cc) I I / / _ M 1—,1 4 7'-- 0 220' 3 3/41, 101e 0 r�N A5.9 \ _ 220; 21, , \ REVISION SCHEDUL FA- =► 6' _ _ ►11 �%' ', ' I ilk. . '- f ✓. # DESCRIPTION DATE Vodi �,� _ ���,� L�7 _220'-2". �� i i , :111■ —_/ _ ' ! r 221' -6 1/411 \ 00, ' Y .,, • A ;;s , FM , ►__A_I ._,.*,,,,,-,---2 ----7j_61.-_-----:4 � v — B ii164E-95 .."4111„ 11r -roillir' ll':11_,, e �.� _ ' 1i11�.� .- /' 6 3/811 ®;. ,hohlikijamk Itiii, 'l A,71.m4 , , , , iii, r _ , _____,17 mu 1 II !� ��I �;.�, �� — - II� —I 1�! ..�I� < •oI ! i; -,,I o ,6.,NI II }2/13 / I�I'�11 1 111 IS .iiil�'IY PI�li7., II����Si��\.lll1ll I ` ' C,— — — � — � �,— /—�\� —�� — - i i ?, 111 IM1-_.r-_ O ,ii a 111 II 11 Iii /, \' / �� 1 ;-11 _Alm__ II l � „II _� �ll,I I / / p l •--- 0 i�ili� �I�dlii 1��1y111 _ _ ® _ / llilllw.,,r �y i110i,L�llll l� 6 — — — — — , _ _ — II T;''.1,11„;11! �1 IIIIII' IIt �:�1 Illl'111�I' \ ` / j "pill ■■ it p�i, dl� �� liYrII 7- • __Lila\ ‘‘ - -,-'- -' -,, ''.0'...-.00,•••°°°° °°°°.- _4",_°,,--_,4000.)-- _- 1 v 11 �� II - - - - ---_iliorir. .._ , , _.®E ��� y, El % = 11 ;!M. , l'il ::!; \ iI�P ��il ill'1 pli A4. 11111 11111111 111111 IIIIII '-- -- \ Q�I 11 �i� �i� �'� �tit--i MI ��M M.E������IP/ - - YO.' / IS fit' 17./IDy ' ,il .�IlDymll� � 1,"',1piij�� �� \ , . 1111 „..,,s lii \ . , IF " 0 r 1� III�IIII 111 1 111 1 111 i_=: \\\ ::..\\:-\--:\--'1\1\ -- - ��� 1 -- -- 11111111111111111111111111j, ° 4. O PROGRESS SET 111111.11111.11111111.1111111111 \ 4 \ Issue Date 03/16/18 0 I 1 0:01:1 A4.5 \ Drawn by Checked by HB / � �-��" \ Scale • ,� -� `� GROUND ,.�---�® LEVEL RCP 2 M M GROUND LEVEL REFLECTED CEILING 1 PLAN A10 . 2 ,,sCV O 1/4 — 1 -0 M .12 z. 1 2 lib. + 4. 1 2 A5.3 A5.4 " 100)11 A5.1 A5.2 04/24118 O 0 GENERAL NOTES: 1) EXTERIOR LIGHTING: 1 LIGHT PER 1,000 SF OF LOT AREA,THEREFORE 13 LIGHTSAREALLOWED.13 EXTERIOR LIGHTS MORE THAN 18" ABOVE GRADE ARE PROPOSED.SEE ELECTRICAL PLANS FOR TYPE,LOCATION AND NUMBER OF 1 FIXTURES. A5.5 (1) HUBBARTON FORGE AIRIS MEDIUM SCONCE (TYPE B) LIG HTS PROVIDED 8' -0"ABOVE F.F @THIS LEVEL (12) CEILING MOUNTED HEVI LITE HL-384 MONOPOINT (TYPE M) LIGHTS PROVIDED@ THIS LEVEL 1 (18) WAC LIGHTINGWL-LED200STEP LIGHT(TYPEQ) LIGHTSPROVIDEDLESS THAN 18" ABOVE F.F. @ THIS BERG LU N D A 6 LEVEL ARCHITECTS, LLC. si ,•••:71,‘,_ is_11_ _ 3C 3TOTAL EXTERIOR LIG HTS MOUNTED MORE THAN 18" ABOVE GRADE AT THIS LEVEL \44 © A4.3 \ /�/� US Mail Only: P. 0. Box 2378 Physical/Fedex: 210 Edwards 1 Village Blvd, Bldg A Suite A103 EdwarEE4 ! anscwww. berglundarchitects.com ,_ \_ � '� '' \ LINI 1 sem` o_ s 0 tic _„--- Ce S ' - - i ; ' \ ' - \ A4.6 1\0 ♦ ♦ { ( \♦ ♦ \ 1 - -C* _ - _ 0 Na 1 \ / 1. � ♦ \Llt‘t\W*W0* - - : - ' - - - - -' \\ -\. \ A4.4 1,‘SW0V4. *1101101110\ FAN - \R \ ✓ Pvt• \ CO 10Otilk0t3ft, ,410 , - _ -,- -‘_\ -: ' '-, - - - ''-', _ '‘, UJ %— oo 0, 232'-11 7/8" " % \ ....- \\ UJ s\ 0 ♦ ♦S ♦°WW iktN ' 0 \• . , ♦ ♦ \ '♦ ♦ i IP' \s, 2 pe v _� , •% 23343/4 0 —El1I ♦*• Ø•• , \wav7 , ‘, ' \, \ , ' c_ \\\,‘, , Q 1 i , AtO_ ' \‘- II 11 I "I‘S‘OV‘ 233' 0 3/8" /• 2 — � � 1 a 7.** wow* ♦ vim ♦ - . - -y - - . �, - - � ; , CNI, ••40% 11111■ 11111■ 1_ 1 N A h 4 ak e", q 4-...) ea. ., ., • \ *00‘ j._ i_ - _ ,< _ - _ - - \ _ -; -P .. " nlNimn I I I - - - I IBB A5.8 M CC) :I I I I I ` 231' 9 3/4" % \ ✓ �/ ��7� \ \, _ _ : 233'-0 3/8"\ _,----"---- 33' ✓ A4.2 1 33'-0 3/8" — — — — — I - - 4. __ ___,.., \✓ �' ./' n / I I �.. . \ . ,1y�16 a�a� ', REVISION SCHEDULE ® II I I I I `off \ \ _ go . (�, SNP �, 1\,‘ n 11 I - - - _ - 1 - _ ' m ml-" r, , # DESCRIPTION DATE 1 - - 1 - i „ mil _ Ok - \ _ _ _ _ *V , \ , 1 — _ A ' \,, ✓ 1 ! , LI 1 7, ,- EtI '• ii• _ Ss s s � ' I ✓ , ,-\ , � , ., �i \it .,� 1— ,. ., r , F - _ _ - }�- L. �.,,- _a .- '�, raj - - . - - - >�- \ ■ — — B — 'III ■ % = \; k' \ , ' �'# O''' A` — — k‘iii imi t\iii _,..,,L.A rIF+ IMM • ,7>I�►�� -i _ ✓ LINE OF BRIDGE BELOW' _ ____:_/,\ - ' - \ , Floor,0 �` D D O I I MMIIIMMINIIMIMMINEN — FI�� �1� �✓ 233' 03/8"" - �� ���� _ • iLonfff SIIrillIAMN _ , _ _ , - - - - - / ', ��� �� 1 !�! �1!1!• lu r� ' , � 1 lSa■ _ - �� `' 233' o s/s" - \ ����,�� 1 1 1 ! ! W....._71110111! � ► fi&MWff,ii ��' 3 ► �� `a 111:00011111111111111111"" (D - �� L_—_-- IME N, ...- \ \\\\\\\\\\\\ \� I ■ I �� �������� j 1 A4.5 �\ \�A�����0� PROGRESS SET Il IIII _ _ ..er- FA \ \ II CO _ i 2 \ Issue Date 03/16/18 u .. _I — --! — — — — _ - - - - - O Drawn by il A4.5 4 \ Checked by HB \ scale 1/4" = 1'-0" ✓ \ A4.5 MAIN \ LEVEL _ RCP 1 . . \ 2 A4.1 Q M 0 A 1 0 . 3 (,)NM )W .1%if 93 1 100) A5.1 2 1 2 A5.2 A5.3 A5.4 04/24118 GENERAL NOTES: 1) EXTERIOR LIGHTING: O 0 1 LIGHT PER 1,000 SF OF LOTAREA, THEREFORE 13 LIGHTS ARE ALLOWED. 13 EXTERIOR LIGHTS MORE THAN 18" ABOVE GRADE ARE PROPOSED. SEE ELECTRICAL PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES. (1) HUBBARTO N FORGE AIRIS MEDIUM SCONCE (TYPE B) LIGHTS PROVIDED 8' -0"ABOVE F.F @THIS LEVEL (12) CEILING MOUNTED HEVI LITE HL-384 MONOPOINT(TYPE M) LIGHTS PROVIDED @ THIS LEVEL (18) WAC LIGHTING WL-LED200 STEP LIGHT(TYPE Q) LIGHTS PROVIDED LESS THAN 18" ABOVE F.F. @ THIS B E RG L U N D LEVEL A5.5 \ ARCHITECTS, LLC. \ \ 2 TOTAL EXTERIOR LIGHTS MOUNTED MORE THAN 18" ABOVE GRADE AT THIS LEVEL A .6 \ leUS Mail Only: P. O. Box 2378 © OA4.3 \ Physical/Fedex: 210 Edwards \ Village Blvd, Bldg A Suite A103 \ \ AA Edwards,Colorado 81632-2378 (970)926 4301, Fax:926 4364 1hans(a_berglundarchitects.com \ www. berglundarchitects.com \ \ \ \ / LLI 1A i; / \`. A5.7 V , / /,' ,,,, N ,I, ffil \ ix \ , ).„,4 i ,/ N. A4.6 :,_ ,,, ,,... , Aft/ w. V I\ 1 / coin *\, lt,1*, v\,‘ , ,. 45' o v2,,\ci \\ \ A4.4 L NZ \t/ IL.° 0 A4.6 \� , .------ \VI\ A \ \ Um 0 0 .1: t.: \ / iiX _ -N � Ndk �� a S• --- \ 2 A 0 -1 J Q — — A5.7 Twor;\:_'› S., '\\ _ `, `;`'w- ,..., , \, , \\/// _1 .111111m1111111i=1■11■ IIIo Vi* 1 k 1 t, 4 \ .1‘°‘1\ 4.\ \‘‘‘t cNi t,_.— 1_ ___r_ 1 0 . _ \ cn _ _ _ _1- -242-:--6'‘ —' r- _ T.I. - " - 1111 X Nk.,k)kl A Ihk,-/ //2„ \ I IAIMIWIRE `I "\tikt `` 11/4iikVA \\ \ \ 1/#4A BB i A5.8 EM �� � za2'-s° • _; _ - � -------) ♦ ♦ � REVISIONSCHEDULEA4.2 1 II ♦ # DESCRIPTIONDATEik II 11114 `111 246'-9 3/-\8' —moi •iIN _� -Q ** \S \\\°:litif:14t cif \ li I*" \ II I --____-P4' 1":4- - _. • —24 6 11��11■I- \IL A oth, 0 \\‘‘ t.,..„ • ,b .mlik_ / \ 0 ff • ,- 1 1 _ _ _ _ _ 242'-6., - FAN // T�46 IL —off 11■■■■ //j 00' Iv . _,„,A0 111111!i / ,/ \ \ \\ ,. 1 __... i, , ft I _...., __ __- \ \ \ , D D 0 , 1 ."' 1-- P.-r. ' ) T 5 r ( \ / tip -=A 04."1'. - \ , M. )' \ \ \ --r \ D 1 I 1- -1 \_-------- L _I \ / \ \ PROGRESS SET / 1 A4.5 \ /\ \ Issue Date 03/16/18 \ 0 Drawn by Author 2 \ / Checked by Checker \ O Scale 1/4" = 11-0" A4.5 \ \ \ 4 \ UPPER \ A4.5 ,,--"----- \ LEVEL ,------ \ \ \ RCP \ \ \ 2\ coco M A4.1 0 UPPER LEVEL REFLECTED CEILING A10 . 4 co 1O PLANc\J a) 1/4" = 1'-0" M 40 OF ge, il`'alt, .1% GENERAL NOTES: 10)11 LOT SIZE IS .285 ACRES EQUAL TO 12,429 SF PLUS 1,261 SF FROM PARCEL 2= 13,690 SF 04/24/18 1.) SEE L-1 LANDSCAPE PLAN FOR GENERAL LANDSCAPE,GRADING,AND EROSION CONTROL NOTES 2.) LIMITS OF DISTURBANCE AND FENCING TO BE PLACED AT THE DRIP EDGE OF TREES TO REMAIN OR AS APPROVED BY ARBORIST. 3.)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 TRANSFORMER 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 B E RG L U N D CONDUIT TO HOUSE. ARCH ITECTS, LLC. CABLE:TO BE DISCONNECTED AT TV BOX LOCATION AT 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 NORTH OF THE VALVE(HOUSE SIDE OF US Mail Only: P. O. BOX 2378 VALVE). NEW SERVICE TO BE PROVIDED AS NOTED ON MECHANICAL/PLUMBING DRAWINGS. Physical/Fedex: 210 Edwards ' EXIST.BLDG.OUTLINE Village Blvd, Bldg A Suite A103 SEWER: APPROXIMATE LOCATION OF SEWER LINE IS SHOWN ON SHEET A2.0. NEW SEWER LINE CONNECTS TO EXISTING Edwards,Colorado 81632-2378 EAGLE RIVER WATER AND SANITATION DISTRICT SEWER LINE AT STREET WEST CORNER OF THE PROPERTY. (970)926 4301, Fax:926 4364 PO / hans(c beralundarchitects.com 4.)PROVIDE CONSTRUCTION FENCE AROUND PROPERTY AT LIMIT OF DISTURBANCE SHOWN ON DEMO PLAN. 8209 , www. berglundarchitects.com 5.)PROVIDE SILT FENCING AT SIDES &ALL DOWNHILL AREAS OF PROPERTY. / ERTYr"--- - (I P1� EXIST.BLDG.OUTLINE PROP � �� �� LINE ���� 8 //,�.'� 6.)EXTERIOR LIGHTING- 9 _ �1 QE\1 Uo 1:FilL0----------OR 1 LIGHT PER 1,000 SF OF LOT AREA,THEREFORE 13 LIGHTS ARE ALLOWED.13 EXTERIOR LIGHTS 18"+ ABOVE GRADE ARE UTILITY EASEMENT 0 7 — za -----„,, LLI"11) PROPOSED.SEE ELEVATIONS AND PLANS FOR TYPE,LOCATION AND NUMBER OF FIXTURES. "� \ �.•,r`te' :, __ __ _ _ — � •K-WAC STEP LIGHTING WL-100-AM BN EXT.STEPLIGHT BRUSHED NICKEL FINISH MOUNTED 18" OR LESS ABOVE FINISH ). ______ / P I(����v� �0 \/ 17 / _ __ - —__—_ I ��ti •• IGRADE(20)TOTAL FIXTURES ���� � - / � //_ 41. 0 E-HUBBARTON FORDGE AIRIS MEDIUM SCONCE BRONZE FINISH MR-16 307920-18-ZK219-(2)TOTAL FIXTURES SO/ • 0C -BELFER WEDGE UPLIGHT. LIGHT NOT TO EXTEND BEYOND ROOF-(5)TOTAL FIXTURES A/ , ��1 Ce L-CIRRUS CHANNEL S1, SQUARE 1" LDNS-(6)TOTAL FIXTURES • :4 )REAR S `�^, GAS METER LOCATION �� / Tit R-BOLLARD LANDSCAPE LIGHT LESS THAN 18" TALL PROPOSED-(8)TOTAL FIXTURES r \ / �� . EBAC _\ I / r ��R`_"Pr-- 7.)SLOPE PERVIOUS GRADE @MIN. 10% FOR 10' FROM BUILDING PER SOIL REPORT. •.� / 0 11 / _■® , , TUNIT _ _ _ _ _�-• .. , STR s.12 -__OOF AND � — ���� w. UCTURE 44'_8.)ROOF HEIGHT CALCULATIONS(ALSO SHOWN ON ROOF PLAN): LOT 4 • \ '� 1:40._2 7/8"° ..`PREEXIST. / PART OF LOT 10____7___ MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING GRADE DIRECTLY BELOW �� - ' `\ GRADE11'-6 r �� 8213 I -,� (WHICHEVER IS MORE RESTRICTIVE).ROOF CALCULATIONS SHOWN ARE FOR UPPER ROOF ONLY WHERE THE ROOF IS \ �!(' ` j:!♦♦♦Q� % ,c �^ � -li� �-US • ! ice' '� LINE OF LOWER LEVEL BELOW 4 Lo CLOSER TO THE BUILDING HEIGHT LIMIT m ` ♦®�"O♦��♦, �� 72 ..,.,-----------....1„.„_.,,,_.„,t,^ ► • ' l ) a� ,®�® ®;♦,:� , Vii,, S �, -������������n����� - � / ®®�i�%%�®♦0®j0� / �,, �, ^^^` �i ��� ��`r��► A_--110, �i� f �'--- PE/3 I SWIMMING POOL EASEMENTLLI *1-ROOF EAVE HEIGHT SHEATHING =44'-2 7/8" ,►�i®I♦♦00♦��®� ,, ' ^^2".0.OF STRUCTURE 46'-4 3/4" ,..0- `/i `► ` �___ 6259,P714 CO PRE EXISTING GRADE BELOW EAVE =11' -6" / ®�♦ ♦� / , ^ .1 •' I (4\ ) \ ®♦O♦ �/�•' / i, ,� PRE EXIST.GRADE 13'-6" ,, , ���� / NOTE: .„ ROOF HEIGHT =32'-7" ��♦�♦®®®♦ � / /5 ,/ ' ` ` � � P SEE LOT 10 SUBMITTAL PLAN FOR LLI O �,�♦�®OQ ♦��/; > Ojd . '411,1,...441 �w 1111.14 tw:10 E14 CONTINUATION OF PROPOSED I *2-ROOF EAVE HEIGHT @ SHEATHING =46'- 4 3/4' N. �j�®?® - � �' ' ) � I GRADING ACROSS PROPERTY LINE �� = Si®�� 00♦•O / "� , (I . ._ I`\ -0- III IiifI „ SEXIST.BLDG.OUTLINE TO BE REMOVED 1 Ce 0 PRE EXISTING GRADE BELOW EAVE =13'-6" 10 ♦♦♦♦ " ®♦♦♦4,Q, � / ��� �\ U ROOF HEIGHT =32'-11 1/4" II,:IT" ®.,® ®®♦�♦ f _ 11 3 ROOF EAVE HEIGHT SHEATHING 49 70 (1111) j% '� ♦� �♦ �\ / / PRE EXISTING GRADE BELOW EAVE =16' -8" / 404" "l �� - '�� 72" ,� m I -� p ri _ I' 13 PE 15 ROOF HEIGHT =32-11" / ,, pp♦♦♦♦• ® ®♦ p� e/\\ , i ^ 7 _ _ — — — — — — — — — — . ,.4��♦�♦�♦� SNOW ♦♦♦♦®®'♦ j' ' ti, ` p I / — '+��,/,'i,I®i�♦�O •STORAG 4�♦�♦♦, ; ��� /// ��., O 9.)LANDSCAPE AREA CALCULATIONS: �°© `�4�®�O®�♦c) 228 SQF ®♦4, ELECTRIC � •.,I ,N ir u_ I I _ , I SEE A2.2 it ♦`,,���Q�,r����♦iI® ♦♦���♦♦♦� ' METER '`�` 2•, w `. b r. ::. ° . / 18 a2�a V I ., I ���`�.ii ®♦. ' 7,04, LOCATIO // i __.,,,„„,1„,,,,,,,, j `,,�If , a C II ��I — 10.) SNOW STORAGE CALCULATIONS: / /7 . ,♦ •�� �, ,) ` ��i �1) �'rii6Ill 4.0 ,IF DRIVE WAY IS HEATED 10/o OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE ? b 6 .i ` —S�("i / , �` W LO i Aiii-Ili ir - -" 2 - HEATED DRIVEWAY AREA=2,680 SF ay*Aw* / qat . FR =firA //- TOTAL p ( ��', LOWERLEVELF.F.@200 0 ,x 0 ♦ GROUND LEVEL FF.F. @212'-0" THEREFORE 268 SF IS NEEDED FOR SNOW STORAGE I ♦ 9•'. NT ' 114 ® _ �__� tilt � 6� S //'` � � n/ I MAIN LEVEL .F � llr�I_ LIMITSOF/`l1♦ `�.♦♦ Te / / �i ,� UPPER LEVEL F.F @234'-6" w,2 II~ 5 Ali Atki. , / I DISTURBANC TOTAL SNOW STORAGE AREA PROVIDED=269 SF,WHICH EXCEEDS THE REQUIREMENT OF 268 SF. //� ♦ ♦ ♦.' / /( < \ \ ^�\`` ' r �� el 11.) TOTAL NUMBER OF TREES BEING REMOVED IS 27 �/ ,,,,,` eat♦ •' 44 - \ ."--74---.----_,A, ' \ - � �'� PE17TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN / ♦ '� ------""-'4111:4/1111111111111.\ � %.,.... I �— 4 ,, I 4 / Y f",-' - v,t,i 16 CONIFEROUS ��� ittiritllir \\ ^� T.O.OF STRUCTURE 42.-7., 11 DECIDUOUS P �I ♦ '� ♦ , . .�: r .1L��� �III / �, ♦ ��:;_ I� \ INE MAIN PRE EXIST.GRADE 16 8 • 12.) SEE MAIN LEVEL FLOOR PLAN FOR ADDITIONAL GRADE/PATIO/DRIVEWAY/WALL ELEVATION NOTES. �/ W*# I ♦ ♦ ♦ (�' ♦ \.:`` L. ^� AND GROUND , + .�� / J ;� or. NF � �� ♦�♦ ♦ ��� ♦��� ��'1 4r,'... ���r�� i te :, AFLOOR BELOW , 12an / .4 �GL�-�13.)ALL AREA DRAINS AND DOWNSPOUSTS ARE TO BE HARDPIPE TO DAYLIGHT. \ f ) -A /4' =, ♦♦♦� ��♦♦♦�♦�� y �� �������� � �� "> � d.. ""- ;� LOT 1O ti / p ,�♦♦♦ '. ♦.♦♦*' (3)ENC" a. w,•" \ �T.OSTRUCTURE50'23/8I REVISION SCHEDULE 4,♦ ♦ �♦ ♦ X18 PARKING SPA " CU \'• - ♦ ♦ CES I / l'�/ *- (/I O I • I ♦♦♦ ♦♦ ♦\ / //(<.''\ ''''':474ffitillr ., r RVF♦- 'SIRE EXIST.GRADE 17'-4° -- /�' / # DESCRIPTION DATE •�/ 2 EXTERIOR 9X19 PARKING SPACESiii ♦♦ ' �� r. J • ,.._____ ..,....7 �� o`� / 1�``� *Al..- �, ' � �� !`. + 12.1 ���\ �8 **. ���`� 1� ♦ EXISTING I� /� -"•///41,1•,.♦ �e�I�� °b . ? + 1208 °�� �FI��� � � ♦ ® TREE TO BE ♦� �� ♦ � '� 5/0 5/0 // INgT�FL.T ADDRESS ••.--ems REMOVES S F ♦ �1 W '♦.411.1 3 ..,1 -----, --4"--- Ail F�, R R/C .MARKE- ,••,„„0,,_11*****mo ♦♦ ♦ � X2.0 , /ri, TP •fie•I . ► ♦ h, CrUffp "49T� 4/ 1 ' ' ®�� i •&W* ♦ WI ,� **aPE19 s R I I e �IR('' '-\A% i ' I ' t! i , '•-•-sWiLw♦ , eq / ��® ® ��� �♦ ;�� �V'kit tea/ MECHANICAL/PLUMBING "44,��� j 'PIM ) ♦� ���p �i or, , � ,� 14.82 •i 3/ V PLANS TO REFLECT NEW 4"WATER SERVICE LINE ���I i� ' �I�' = � x/� �� rillikFIXTURES ON BACK CONNECTS TO'T'TO CURB STOP,4/Ii ,* ' 'i P' R PF1 13 /� 117 'WATER VALVE AS REQ'D ,,s" 'c ' .V.4, id��410,,, 3 �� f,• 1 1$0 /BY IPC �������i►v� l� 135 114 1 ♦� / n ���i3OA ��, ��,���'• SD A'16 �� otic V \ • � ;% .� ��� T 4 / EXIST. BLDG. OUTLINE �1 ,I w 1 �_ Oft. ��®��� I �� �„ ; • .. x1 ' %11111 13 �_. �����I ( 73 ., N / R::� �� �/� ^7 /.18.0 cn kP- .e%,-.)-.. ---I_s1,.4.i.._'1 8'•-r.0`4 1 14 _ g',�`����r� � :-ii--.'`.4',8, 40-c,-'..-r. 8220 ., -.,..\,. 4, .iv.i,11) 76,_` ' 4. ii.V/ I_n_,wIi/oirr,w„/:',,--;79. ® y ' PROPOSED SNOW MELTED PAVER/5 - . .. . .. �� iiY V�I O A" Oft. DRIVEWAY --r,.„/i, //y1,4-/-/, 17 ,,,,,,w,./-,-.,,,/„,/.---4i/t4'-7,,.-:. II° • 1616 °i,� 4V - / _�� HATCHED REGION SHOWS X414 VDRIVEWAY SNOW MELT HEAT tw:19.1- . SYSTEM IN STREET RIGHT OF PF1T triii4 c�,`V ,/LINE OF EXISTING WAY IS ON A SEPERATE ZONE1j / co AND LABELED AT THE CONTROL STRUCTURE TO BE \1/ BOXPF18 •/-..�i`,� -REMOVED 18PROPOSEDCURBSTOPATPROPERTYLINE -'�, 8221 PROGRESS SET ( D) I RIGHT OF WAY PERMI lg 0J I kr Issue Date 03/16/18 C R F F 20 / Drawn by Kc 9 ft. 4/ /S EXISTING C/,p 21 22 Checked by HB COTTONWOOD 'm '` C 1 Scale 1" = 10'-0" TO BE REMOVED F (401,0 4 22 1 oROw BROWNSTONE BOULDER RETAINING(TYPICAL) SITEPLAN 2 N- OSITE PLAN m 1" = 10-0 isi 0' 10' 20' 30' NORTH A 2 • 1 o M ,... .F,,,,, ,..„............ .„.. ,.;sh ,. . - GENERAL NOTES: � + 01 LOT SIZE IS.285 ACRES EQUAL TO 12,429 SF PLUS 1,261 SF FROM PARCEL 2=13,690 SF ' 110J 1.) SEE L-1 LANDSCAPE PLAN FOR GENERAL LANDSCAPE,GRADING,AND EROSION 04/24/18 CONTROL NOTES 2.)LIMITS OF DISTURBANCE AND FENCING TO BE PLACED AT THE DRIP EDGE OF TREES TO REMAIN OR AS APPROVED BY ARBORIST. 3.)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 TRANSFORMER AT THE NORTH SIDE OF LOT. DESIGN BUILD SUBCONTRACTOR WILL PROVIDE NEW LARGER AMPERAGE SERVICE TO REPLACE THE EXISTING SERVICE. B E RG L U N D PHONE:TO BE DISCONNECTED AT PHONE PEDESTAL AT THE NORTH WEST CORNER OF ARCHITECTS, LLC- , LOT. NEW SERVICE TO BE RUN IN CONDUIT TO HOUSE. CABLE:TO BE DISCONNECTED AT TV BOX LOCATION AT 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. US Mail Only: P. O. Box 2378 Physical/ Fedex: 210 Edwards GAS:TO BE TURNED OFF AT EXISTING GAS VALVE.GAS LINE TO BE CUT JUST NORTH OF Village Blvd, Bldg A Suite A103 THE VALVE(HOUSE SIDE OF VALVE). NEW SERVICE TO BE PROVIDED AS NOTED ON Edwards,Colorado 81632-2378 MECHANICAL/PLUMBING DRAWINGS. (970)926 4301, Fax:926 4364 hansa.bercllundarchitects.com SEWER: APPROXIMATE LOCATION OF SEWER LINE IS SHOWN ON SHEET A2.0.NEW SEWER www. berglundarchitects.com LOT 5 LINE CONNECTS TO EXISTING EAGLE RIVER WATER AND SANITATION DISTRICT SEWER LINE 07.4 EXIST.BLDG.OUTLINE AT STREET WEST CORNER OF THE PROPERTY. + 07.5 :41_ FCTRiC + 07.2 i 08208 4.)PROVIDE CONSTRUCTION FENCE AROUND PROPERTY AT LIMIT OF DISTURBANCE SHOWN ®® p - ON DEMO PLAN. / + 08.6 8200 -EXIST.BLDG.OUTLINE o7.7+ PROP ' / �05.)PROVIDE SILT FENCING AT SIDES&ALL DOWNHILL AREAS OF PROPERTY. UNI/ ERE + os.2 -- + 09.5- t INE / - - - _ - -� - + 10.8 + 10.6 / / + 0a - + 10.3 11 11.0 / 11.6 1_ UTILITY / \ ••••••....."-,,..... / - + 10.9 / 11.7 + (I) SEMENT ------ / - / / 11.4 + -<08.1,/ / .� N 83° 1 '00>, In/ 12 + 11.2 +11.7 + + 11.9 V /12.0 �/ ,�� / _ 13 .00 11.7 12.0 11.9Ce 09.0 `�\. / i. ti / _�-- 5.0' / '�� �� /, /------z---- 7 11.7 9 �- -� _ 11.7 11.54+ 12.7 + ,,.7 ft _ (I) /' /�1 / 7 + 11.5 + 11.T� - 11.7 _ -_ 'EAR SET BACK7 11.7/ 11.7 \ _ II 12.9 N. 11.6+ 11.1++11.6 11.6++ 11.7 `ti + 13.2 - /� 11.7 _ L / 7-7.77, ---- . 0 y, - 08.1 � � � ^ +11.1 - - 8212 �\ � , 41. _ Q7 09.9 �91.4� 11.6 11.7 12.6 ❑ --�_ (0 �_ ---"---__-__ IJJ M� / ! + +083 08.1+ +11.6 6.5 _ W / / 10.6 08'38. 12.9 _ 821' \ 1074+/"K ++10.6 + 10.6 + X I10.8 / \ UNI O\ / N I /......... / \\ 11.6 'p I+ 13.2 co �0I IX C.) / I 10.7+ / + (-•\ \ + 13.7 \ �\ • 3 \ 1 T I + 13.7 '- I_\ LO 4 07.4 /� \ / / \ \ \ \ / \ 8274 +13.3 I / / 0.0 I '\, / � \ I I I I o 0 -i }}} / \ / 14.4 \ + 13.6 1 1 I \ + 06.8" /�7.4 09.8 \ �lll• 7 I + _ / / + 06.7 07.9 + _ 11.0 ±r11,0- 11.8 0 7.5 +I / Q X \ \ \ /\ , 14.4 14.3 / \ /, / II I + 14.5 1 3 &2 1- ± - + / EXIST.BLDG.OUTLINE TO BE REMOVED ,, 07.2 / / I2) `- \�\ \ I I / 7S 11 3.0' r�,� > +15^.2� / `"\ + %Th / \ / I 115.2+ 1 I ;' / / / `� I }15.2 / + I '\ I + 06.6 : I / / 1 + -K/07. I + 15.5 . �- 18.4 \\ 07.7 ` LOT � I ...�\ 4 18.42 � / / I I / �Q/ / \ \ + 15.8 +116.0 I 16.+ /C \ 16 \, / os.a I iv � \ - \ (6)CONIFEROUS TREE TO BE REMOVED \I / CNI + - - -� \ \ - - I 1�i� I / ,6.0 1 (2)DECIDUOUS TREE TO BE REMOVED -__� (3)DECIDUOUS TREE TO BE 7.a 07.2 I -� / •••..... �rz i REMOVED \ \ + 6.3 I + 15.9 / _/ '1 -___ M �1 jT 16.3 I /+ 16.3 ' �________ - =----- + 08.0 \ + L ±116.1/ i-_-__----- . . + 06.8 /' FR \ / � \ I 16.3 _ el 07.\+ 07.3+ 07.3 OST SF \ os.� 08.0 I LOWER LEVEL F.F @200'0" I Al ' 17.1 g21, .. TegC/f \ \ I� MAIGRONU LEVEL FND EF @223L F.F 33'-0? 0" I / / + + 16.8 / 1s.7, \ \ I UPPER LEVEL F.F @234'-6" I \ / / + ' , / / / / ' \ \ \ �.n�� \ �- r J LINE OF (2)CONIFEROUS TREE TO BE REMOVED o7s+ + 080 \ \ \ �l3 I - J + 16.1 1 PROPOSED/ / / / REVISION SCHEDULE 116.3 + 16.3 STRUCTURE/ ' 07.4 \ \ \ 1 + 16.2 " / (1) DECIDUOUS TREE TO BE REMOVED LD T 10 + jORppFR` 07.5 + +08.1 \ 079 \ \ / \ I \ 15.9 •/ / / (2) (-\./ # DESCRIPTION DATE Y4�� - / 08.6 08.1 08.1 \ \ \ V y \ \ + / � ��� 08.6 os ^1 \ \ I \ \ .. /� + 16.7 7 I 08.0+ ` 09.6 + / _ e _ - 09.0 + 08.7 \ \ /i E �x 09.7 + 08.9 09 09.1 A 1 \ 116.3 + 16_3 + 16.3 g 4� ' 09.7 + + + I + / %, / N 7 % 09.3+ 09.7 • 10.110.1+ \ -� 5 7 ++09.8 10.1 V 1a ; + 16.6 / 159.9 09.9 +2 \ L + 16.2 / / / /10.3 + 10.2 ft 1.6� .h \ \ \/ / / ' / j/ 10.0+ 111.8+ 9 I \ + 17.6 + 10.3 .. i.' 09.4 09.001*1 7o \ . _ /� / + 11.7 + 11.5 / \ \ /�+ 16.� /+ 16.6 / ///\" 11.6 . $ + I / 09.8 ���� 1 V U 1 " + . \ /�� + 16.1 / / /+ 19.0 08 ••,..09,19.947, / 10.4 / I 1*/. / „ \ 16.2+10.4 / a 3 ' + -716.8 1.7 LINE OF \ \ /�� // + 17.2 7.z' / / + 1ss _/**************** .0.. ` EXISTING \ to .J (+ 19.8 os.s 10. 13s / 12.2 + ,z.z - + 1s.a + ,6s STRUCTURE \ .....1c..0.., /O 09.7 ` '_ 4.3 �._+ i 16.7 16.7 I TO BE /j / + 1st • - �,..� 2.+ 1+5.1 �5 x� REMOVED �� + 19.8 !' 4,3„ (3)CONIFEROUS TREE TO BE REMOVED y 1 / -l 1 / (1) DECIDUOUS TREE TO BE REMOVED 11�'' ft / \ +7 I ` . / / / / 16.F + 17.7 ft ` 1-7., , I 15./1 5 1 15.7 /+ 16.1 I+ 1.76' 1ss 16.7 1s.77 "' / + 20.0 EXIST.BLDG.OUTLINE • (2)CONIFEROUS TREE TO BE REMOVED • 3' -.- / �� 16.2 16.4 ,/ -1 /1 tti -,<.7 �Y .'\, I • + 16.` 17. Q co +16.9 • $ \(4)DECIDUOUS TREE TO BE REMOVEDw .�.. I Z / S • TFR N x' + 16.1 X ` 1.� •/ 18: + + 20.0 (1)CONIFEROUS TREE TO BE REMOVED • 05° 36'20" s� R 13s ''� 6 �� 8218 / / Q�98/ 9=1426.50 X14.2 ��.� I + 15.6 / I a O 82 L=139.56' "-kc \. \15.1 �ti^� I h /,/ QZs+/ 2� 20.0 (- ` - T=69.84' M - / 16.6 • �j \ C LEN=139.51' / +\ / 1�6.7 - - - �'\ -- + J .F 19` 19.1 /1/ \ - ` 890=N 68° 23'48" W �' 167 - ` 15.3 •��`\ +l +18.8 19.0 \ 18.9 ' \ T6� 16.8 204+ LIMITS OF DISTURBANCE \ C / + 19.2 + 19.8 � - __�/ + 20.1 R ``�.. + 1I.9 r , (� "1.7.1...... k PROGRESS SET ..***********7 /� Ile' ',8 �` 17.7 \ + 20.8 / 20.0 EXISTING ` C \ ) 192 - 1sz / 03/16/18 COTTONWOOD / � 1.84,,,,,_ + + ,ss + 19.8 / 201 Issue Date /� ` '\,` / \ /" �, ') + 21.E 2 + 20.6 Drawn by KC TO BE REMOVED /` C 1e.2 / ' 21.1+ 1z i a2 E .------1-8. 1\-........ + ''�,,\ + zos ` \ Checked by HB • (40' �,_�i/ / / 21.5 Scale 1" = 10'-0" R I 21.3 / O V V� 19.7 x+20. 20.8 / _ ,, .5 + 21.7 21 21.0 / + 22.2 _ 22.1 2.2 \ + 22.9 DEMO 2232 PLAN DEMO PLAN IMO O1 = 10-0 cocoQ 0 0' 10' 20' 30' NORTH A2 • 2 co M AO OFIVA Z., jah 11A 332 Mill Creek,Vail,CO - Zone District:Two-Family Primary/Secondary Residential(PS) 4. ktp 03 Lot is .285 acres,equal to 12,429 SF plus Additional area from parcel 2 of 1,261 equals 13,690 -'1Q0)11 LANDSCAPE AREA:The area of a site not covered by buildings, driveways,and covered walkways.Core development 04/24118 (hardscape)such as walks,decks, patios,terraces,water features,and like features shall also be considered landscape area as long as they do not exceed twenty percent(20%)of the landscape area. Landscape Area Lot Size 13,685 SF 60%Landscape Area Requirement 8,211 SF Lot Size 13,685 SF LESS Building Footprint/Driveway -5,155 SF Total Landscape Area 8,530 SF Total Soft7,6 Hardscape Area Provided(9%) SF B E RG L U N D Total SoftscapeArea Provided 7,614 SF ARCHITECTS, LLC. BUILDING FOOT PRINT AND DRIVE HARDSCAPE AREA I I SOFTSCAPE AREA US Mail Only: P. O. Box 2378 Physical/Fedex: 210 Edwards Village Blvd, Bldg A Suit eA103 Edwards,Colorado 81632-2378 (970)926 4301, Fax:926 4364 hans(c beralundarchitects.com www. berglundarchitects.com III �� J (...) / < - _ DC 8209 /7V11/_______ __ -______ (( �11A _ 1.11) I_( -Z.--„../ „ ,, 2) ) • )) -______, / 4 , „..., z . z ___ __ L' ___, - - 0, ---z-z---- ___ ___________„_____ ___ ___ _______,_ __ _,,...t,_ (1/\ oc, /.. , z __________ • ,..,2,_ _____. \,_ ---, UJ , /„/ ( . 'elf4./.' / __,, , ,..._,,, ,,,,m, ___-/ ,______ ___________ ___ ___ ,- ---._ • ) 1 at 4.,..-- ,, ,‘,.=..)/wo ____ 1 0, - _:774____ E CC ci ( 1 �j ���� , �• a 12 V4C' • 1 1 AC / / \/ �o o ,\\\\ \\^` 11 \ \ I ©/A / UNIT _� — — _ 0 —I LOT 4 ( • /� ' - -= / �\ �� o o 'i � ., 10 - - \\ PART OF LOT 10 / \\ SCA I / . _ _ �� , ' _ 8213 --------- - J / \ / \ � :� � kI % \ TarParVtea ffi•k � .. i. �Jt♦-,�!�a .-i .oa..c .r TV \ / -_ \ f J Nom �r` b ';. � , '�r:�. i -��• � I �,�; / �� � .o o ���� '�'r 1!�� �� 7 I 12 SWIMMING POOL EASEMENT J i / :�� o '% / ��w� �� I0�!�I ,, 27. tw:12.5 4 if. �.� /, i �.,,,,.....�������_����`IIT/�© (8259, P714) \\ ' I /✓��•�•�♦`' , ` ,� j SIM _ 1- • . + �' SEELOT10 SUBMITTAL PLAN FOR2 �� // I ,��: ♦:♦� ' o ' ` \\ •w. . I 6.5 +tw• :lgt � CONTINUATION OF PROPOSED \� �a I ������ ® o , l I III GRADING ACROSS PROPERTY LINE �/ 10 �/ ��� 1 `4 � — — bw:11.5 tw.13.0 / CNI / i / • 40 LOWER LEVEL F.F @200' 0” 61611741/.-441,1 �� I //i 4, i.._ / v (a\-- ,•• r: ��������I,�♦�♦�♦�� GROUND LEVEL F.F @212'-0" (444, 4„� �� � MAIN LEVEL F.F @223'-0"/ / / i ,,\ ������ �� UPPER LEVEL F.F 234'-6" ,f.Flit bw6.5 twa05V18 — — A I° /. C,tb*P. * ������' �° ® — — — — — — 8218 ' r ����o •w: tw:14.0 g*WV/N4#7* ... ...,44,. 1////////// \\\\ •� a217 .�A - REVISION SCHEDULE I /,‘ • w****wo...,k4 h/ ` ® 1 ra - >> 1, # DESCRIPTION DATE � 82 , v • bw:2.' ✓ f4741' � CL�d, IT / LIMITS OF DISTURBANCE TO BE �� . // �\ , / / REMOVEDAFTER EXISTING / % / 1 � ' f� BUILDING REMOVEDAND �• • ��� � c \ 1rd 1:1157w:15 / / / LANDSCAPED COMPLETLY �7irvi tw•105 , - *WA/Wffff*,*, ALW.Ve ° -,,, fi� �� I Id fd7�'� t,7• i,,,�e JI ���� ( i'xi� L4,DoT��o`? T�'�����✓✓'� ��,,� �� � / 12.4 fr. %/vj� ���1��,001� � �* �� _ 1��1 1 / / LOT 10 ��/ 7-6 — `Nivs°°Itgi % 9'� - I° /'' / to , ����1 ga 41 5g" UILDING RES • v — �a/ a,° .Il ,♦°zo d� � ,. 12 MI� 5 N g.95, — ✓ F3,•a oo r 1 1 * /; f�1�•,�ilAr1 r' f��,9VL-V ;"��i � lir *AI �� /12.5 9 / �b� ♦rn eo 4i1g9� s/V uoi ��'' / / , 7 / 5 �.��°� — �/ � ���W �� ,�, � � ,• ___ \ + 12.1 ��� / _______---- J '� `` � , V io � ,**** " + 12.08 12 � � ��� ,_____ / / `♦ q pis `i .�,* ♦ 5% 5% litor 15 / / ♦-..... ,„-- ,/ c 4**** ♦ 39% \ 11.7 � / 1* 04 1 ♦♦ ♦ WW ♦ , � l'5 (- 41" Liffulito .1/ - - --*T- ) \\ /♦ ._\ . .` ♦ ♦ r ... � 2 2 �, / �rW�ba��P /1 ---•••••.... 0//11/.748,� ss ! � , 1,., 5475.0 16 �7,r � l i � � N / ' 11101 4.13.5 1414 / %� / LIMITS OF DISTURBANCE I co iY&:t8.O :76.0 *ffriii ,7 V / ;/SETBACK �- \ 1 78 / �4 -�- �,� �s `� 1s — -RIB-- ,/ / /— — a�2p \ PROGRESS SET 7.3"-- — � \Cj� / / � '� + tw19.0 \ Issue Date _ __-� -li •l / / 03/16/18 -. / — — -_-7.--_ C_ // \ Drawn KC Oft. �— .\ ��\ .-0---- � . ftliVi + tw'r0 _� j — / \\ Checked by HB -� ` I��m liw 7sAteki — \ /20 \ Scale 1" = 10'-0" \ -9\ - - 822, LANDSCAPE -'2.J / . 2 xx AREA / \ / , — 22 >_ — 22 Q LANDSCAPE AREA 66 1" = 10' 0" co 0 Cr 10' 20' 30' 00 NORTH A2 • 3 ,..i _1-1 M Z idOti Cie ry, X00) 04/24/18 BERGLUND ARCHITECTS, LLC. US Mail Only: P. 0. Box 2378 Physical/Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards,Colorado 81632-2378 / han° 926 ° s(a be alundarchitects.com4 / www. berglundarchitects.com 8209 , O �� 44, -- •_ Wiii I / n LLI UTILITY EASEMENT I Ui---_� \\\ 41‘.. . (( ( • . / Xii 'WK.. '. (i, • c N. 1,,w, ilir .,, lq .„....._44/7/1111riiiiii4 )7.....) ----..., (I) • DC • )itittft * W ----."" imi . L__ ' � REAR iir...SET BAC „� �� "� • .� ivir• Jigilj "TV , 7y 111 `, UNIT —�`1; 0 • 0441,11/81 . .,� °' � LINE OF MAINAND 1� — — — - _LOT 4 ��� • iGROUND FLOOR BELOW ' — �� 0401 41 GR. PART OF LOT 10/ ii ♦ 441 ti ���' 8213 '' 1 �� .� 1,_��r CO 1 ' LLI %- -`.� SWIMMING POOL EASEMENT 00 *4vw / �� *4-, /46**/I ��� ;., ��p ^27. _ tw:12.5�� �, L 1 (B259,P714) '� PROPOSED � • I�.®® ��1IZ, \ � : 1 �•� �, �11�1�1��01�111EMIlla NOTE: Lil /TRAILERLOCATION I ��� i ✓♦1♦ �� ♦ A V -,q1'400210:1,� •� 0 �' bw:2.5 :6.5+ SEE LOT 10 SUBMITTAL PLAN FOR I \ ... ♦ — -. ,-*04401.0; � ��` 1 +tw:1l 13 PE14 CONTINUATION OF PROPOSED �� ♦ • �� l I I GRADING ACROSS PROPERTY LINE \ Ce 0 I , et tw:13.0 2 / L_ _-I L_ _ --.... 1 1' s PI 1 \ 0 .1 / ' I, 4&********, ,,,, 1 / ,..il il _.) '„,....._ ,.....„7- ,�� �� �����.�. �♦1111 ♦ A rgii iA - - - - - - � Q tw: , 8 ©1 ,, �1♦♦1 ♦j_***W4♦ \ \ bw. /LA � ,`, 82,8 J J ,` ♦♦♦i��� ®�®�1♦1♦♦♦ ,fir i ,. i (y1 it • �, vr 1 ♦♦11♦,/ \ \ ,I ��n L� 1, tw:14- j _____—______—__3 2 ♦1A�Io� ac ♦�♦ ♦�♦� -1 - - - - - - � r , r”_ `�,. `i11� LOWER LEVEL F.F @0'0” • '� , t ■ ,,----_________...-,- --- ���� ` ♦/•.'�1 FRO�j '��11�® �♦ v — — — GROUND LEVEL F.F @12'-0"\ ® if '.J ��� TOLIETS l\ ♦ pi:op TS�cTe ���♦1♦1♦ MAIN LEVEL F.F @23'-0" 1,} i 1� a2�� �� D St C UPPER LEVEL F.F @34'-6" ' __ 461/5, 1 4 bw.2.' el el �L <lS°C�1 �kj�1*1�1 i .4±1141 � �� l el�� o i •,*♦ *,,*m*ff*ew*ffatirt,♦ . �� I �'i 10 ��11 4 �' tw:10.5 pF �.� ♦ ♦ ♦ ♦ ♦ ♦ 1 ;. .., .spa I�74111M1+2 • LINE OF PROPOSED/ -,� �/ F ♦ ♦ *, ��1 �, �� .4 ,� CONSTRUCTION \ -o; r �1yllrewki ♦11 ♦ *WV lit���� ♦�7.yt, © ►1FENCE (\ I' l ' � ` _ ♦ ♦ ♦ 1 ♦ �l1— igrati**® cit;‘,1 LOT 10 �� ♦♦♦♦ ♦ ♦♦♦♦1♦ ♦��������Ia�� I � REVISION SCHEDULE I 11 1♦♦111 1♦♦1♦ �� ���'. * ate 12.5 ,1, • # DESCRIPTION DATE 11 ♦♦1♦11 ♦ 1♦Ij�11 _ 0: _ _ _ 12 ( ,� r' �� ♦ 1 1 ♦1 111 1111i- •�� -t 12.5 +� ..,,.♦ ♦ 11 ♦ ♦ ♦ 11/ � ♦ � . + 12.1IS ( K ), ,z,0-6:3PARKING � ►�♦1♦ ♦ ♦♦1♦.�♦ ♦♦ ���,�, 3r + 12.08 12 5/0 el / / 1 1 ♦ ° R /STS, \ . \ ���� � ����.�P,��, '♦ 11 . ' ,1 r dr ,, /o�/%NE OF i 4°:41.82 14444 ',7:ILL"- 14? / -. "� iii I � + /Oki, NC 9. 1 ' r I i'?" . .. 1 t f 9, r EXISTING �`pf�0� ��. � ���` :�'® r''�' ` ��♦ �� — '_, p1 BZ /itt STRUCTUR��% �� O �� J 70 / ,.,,A., _iiii i , / .. _. , ---- 0 4,4%;:/ 47 /---...1 z 1 / / �I� �� �� ,��y �< �� ��� ,;d; 11/44(-,�I ! MATERIA ��I // /� �' (1:41.41- � L2 17 ��� ..y� � �� PARKING / � .r. ♦t r�� ��_ STORAG -y4, 16 I ©V moi- I Si ;/ X44,'"I`''--.,,� ee � ti� . � � �� ro / /. , --tp..4��� a / 'o / / (� LIMITS OF DISTURBANCE Oft. �7W1414) - ---_ - : / ��9 il � - I // <e id•rtiO? IIP2 1.,'', e 1 ---- "-- -1 • /ylin/i Z 18' 1r 'fes_ ® .� age ��---------� �� / ,� 821 Q 'ffit*Vklp 4, i�� � 76 �'-�11* Aiin.A. �� r ��/if PARKIN �Avipir.4.... i 0 ft. -„,,, ,,_- --.4irereg it tki"Illgfr----- f on. 4%4W.+-4/6-0 ------ --,___ . : \ 7 ft. al 76 76 ll... , 1111111t... 4 . /9 %N.. k)10 k • tw:19.0 1 At All 111 111 I I I i i 1 i t / o cV co 1,941111111111111040 '�/ PROGRESS SET % r r' -• /' / 8221 /� 19 \`'�-.� � I � x 03/16/18 �-Gv Issue Date ir �< < � Drawn by KC 9ft. C, 0 /i.F Fk 20 / Checked by H B C/ 27 22 Scale 1" = 10'-0" ir * c , RC` F 22 c % (40'RO wo SITE STAGING PLAN 2 O SITE STAGING PLAN CciIc_ ,) 0 0' 10' 20' 30' .30 NORTH . 4 N M X00) • 04/24118 Zone District:Two-Family Primary/Secondary Residential LOT IS.285 ACRES,EQUAL TO 12,429 SF PLUS ADDITONAL SF FROM PARCEL 2 1,261 SF 13,690 SF ALLOWABLE GRFA .46 SF PER 1 SF OF SITE AREA<10,000SF OF SITE AREA 10,000 X 0.46 EQUALS 4,600 SF .38 SF PER 1 SF OF SITE AREA>10,000SF OF SITE AREA 3,690 X 0.38 EQUALS 1,400 SF .13 SF PER 1 SF OF SITE AREA>15,000 SF OF SITE AREA 0 X 0.13 EQUALS 0 SF TOTAL ALLOWED GROSS RESIDENTIAL FLOOR AREA(GRFA)FOR ENTIRE LOT 6,000 SF j ALLOWABLE SITE COVERAGE IS 20% OF LOT 2,738 SF ESTIMATED HOUSE FOOTPRINT 2,728 SF REMAINING SITE COVERAGE 10 SF PROJECT SQUARE FOOTAGE PER LEVEL B E RG L U N D HABITABLE GARAGE GRFA ARCHITECTS, LLC. LEVEL 1-LOWER LEVEL 2,667 SF 267 SF ( 10% COUNTS TOWARDS GRFA) LEVEL 2-GROUND LEVEL 1,824 SF 791 SF 1,824 SF LEVEL 3-MAIN LEVEL 2,445 SF 2,485 SF 37 SF DOUBLE HEIGHT AREA AT LEVEL 4-UPPER LEVEL 1,230 SF 1,230 SF ENTRANCE TOTAL SF 8,168 SF 791 SF 5,806 SF 191 SF GARAGE SF OVER GRFA ALLOWANCE TOTAL SF WITH GARAGE 5997 SF US Mail Only: P. 0. Box 2378 REMAINING GRFA 3 SF Physical/Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 � • � r Edwards,Colorado 81632-2378 (970)926 4301, Fax:926 4364 hans(fteralundarchitects.com www. berglundarchitects.com w J (1) A r A .. . rea. • CC / 0SITE COVERAGE 7 ti 1/8" = 1'-0" LO CO ie. !EU00 wo Ce V J//;, oj J Q J Al , ,4,iiie ' i Ad ° ' ' " 0 i A'r A 2 "- N er 0 40 6, 4 / 1/, r : ,i , M M OPEN TO BELOW REA ABOVE 16' ABOVE ENTRANCE 37 SF/ , REVISION SCHEDULE ,. `,� # DESCRIPTION DATE A ROOF ABOVE ® GROUNDO"LEVEL AREA PLAN L K O MAIN LEVEL" AREA PLAN © 1P8PER�OEVEL AREA PLAN 1/8" = 1'- M X112 21(p9" ' aN 35'-5" /X . r _ <5, o, J •‘, PROGRESS SET A .,�� 51'-10" \�` 23T-0 3/4" / / / / Issue Date 03/16/18 •��\i 35'-6" 38'-5" 22'-6" 2'-6" 12'-2" 4'-7" 22'-2 3/4" 5'-7 1/4" 18'-10 1/4" 10'-11 1/2" 35'-5 1/4" 5'-5 1/4"3" 21'-7 1/2" 9'-7 3/4" Drawn by KC a , J, C J 01, A / / / // / / / / / / / /T / / Checked by HB ii: 4, B.O. STRUCTURE @ Ay Scale As indicated 411 „--- IF 10'-7" r ZN1 f B co ` :': OER LEVEL T.O. SLAB @ K L M N AREA \V A B C D E F G H I J \®®®�. TOTAL WALL =2, 3.93 SF COVERED WALRL AREA EA582332 92 SF CA L C S ��� 2,332.92 SF/2,583.93 SF=.902 X 100=10% OF THE LOWER // LEVEL EXTERIOR WALL IS COVERED.THEREFORE 10% OF THE LOWER LEVEL AREA COUNTS TOWARDS GRFA. I 20'-2 3/4" •�� 0 / t` /'8 A 12'-2" F H 37, ve 17,6 co a 4,c,\&). % Eik— 66 co o 22'-5" �D X X P2 . 6 co O LOWER LEVEL AREA PLANi:0_ c., 1/8" = 1'-0" M 14114 OF1,* Z.1AZ.15 SQUARE FOOTAGE TOTALS: di - (SEE COVER SHEET/A2.7 FOR TOWN OF VAIL CALCULATIONS) FLOOR PLAN GENERAL NOTES: 0.Allia LOWER LEVEL = 2667 SF 1. DOWNSPOUTS- RUN IN SOLID PIPE BELOW GRADE Ott GROUND LEVEL = 144 TO DAYLIGHT. (DO NOT CONNECT TO PERIMETER �0 MAIN LEVEL = 2444 SF DRAIN SYSTEM)PROVIDE HEAT TAPE TYPICAL. UPPER LEVEL = 1230 SF 04/24/18 SUBTOTAL:HABITABLE = 8168 SF 2. SLOPE PERVIOUS GRADE @ MIN. 10% FOR 10' FROM B UILDING PER SOIL REPORT. GARAGE = 791 SF 3. SLOPE SLAB @ ALL EXTERIOR SLABS& PATIOS MIN. DOUBLEHEIGHT SPACE = 37 SF 1/8":12" TO DRAIN ADJUST SLOPES AS REQUIRED AND SUBTOTAL:UNFINISHED = 828 SF AS SHOWN ON PLANS. TOTAL: HABITABLE+UNFINISHED = 8996 SF 4. PROVIDE PERFORATED DRAIN @ ALL PERIMETER FOOTINGS. RE: DETAIL, SPEC, & SOILS REPORT RUN GROUND LEVEL PATIO = 192+/- SF TO DAYLIGHT. MAIN LEVEL DECK = 1125+/- SF 5. SEAL ALL PLUMBING PENETRATIONS THROUGH SLAB MASTER BEDROOM PATIO = 128+/- SF WITH GASKET TO CREATE WATERPROOF SEAL @ UPPER LEVEL DECK = 730+/- SF GUEST MASTER PATIO = 449+/- SF CONCRETE. PER ADD ALTERNATE PROVIDE UNDER TOTAL = 2623+/- SF SLAB MEMB RANE INCORPORATED GASKET/SEAL @ MEMBRANE@ ALL PLUMBING PENETRATIONS. BERG L U N D DRIVEWAY = 2746+/- SF 6. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O. 7. SEE INT. DESIGN DOCUMENTS FOR 1/2"=1'-0" FLOOR ARCHITECTS, LLC. PLANS AND INTERIOR ELEVATIONS @ BATHROOMS& B UIL7-INS. 1 2 1 2 8. SEE INTERIOR DESIGNER DOCUMENTS FOR EXACT A5.1 A5.3 A5.4 PLUMBING LOCATIONS AND FINISH LOCATIONS A5.2 US Mail Only: P. O. Box 2378 22'-r' 12'-2" ../ Physical/Fedex: 210 Edwards / / / , / I EXTERIOR LIGHTING /� Village Blvd,Bldg A Suite A103 \ 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 13 / / - - ``AA11 Edwards,Colorado 81632-2378 i �vV LIGHTS ARE ALLOWED. 13 EXTERIOR LIGHTS 18"+ ABOVE (970)926 4301, Fax:926 4364 4 1 i ' ,I \ !� \all GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS hans(a�berglundarchitects.com O 0 © A5.5 i \� k`r.1' \� AA , ��"� \`�V I -* FOR TYPE, LOCATION AND NUMB ER OF FIXTURES: www. berglundarchitects.com °� G� 1 �6 J �`:' ( E- HUBBARDTON FORGE AIRIS MEDIUM EXTERIOR A5.6 / \���� V �A� vii) / 2� a,,� \ �V`►,' I / SCONCE B RONZEFINISH (2)TOTAL FIXTURES k3 i NO .-•8. ` \ I C- BELFER WEDGE UPLIGHT. LIGHT NOT TO EXTENLLI / / , �g- / a \ ��p �.\�\���� �/� BEYOND ROOF (5)TOAL FIXTURES / / 1 ,,,--,----1.-----' "1 \ I ` I L-CIRRUS CHANNEL S1 SQUARE 1" LDNS-(6)TOTAL J - p� � � I FIXTURES bi 0 <'' ‘ ifibil° �� \ , . r -k A R (8) BOLLARD LANDSCAPE LIGHT LESS THAN 18" TALL a- ° ��. � i 014 A V \ /' 1 PROPOSED �' < 1."":71k n ", T A5.7 \ Ce\ \ \ ....-- \ ,-). 0 44, - Y \ \ \ \ ierAik-. / / / \ C"). 'IN. / •••••.' tif ,0 + 11111 0 ;hp, , ,„,\ 001 edd‘ 0 APPROX. IN r ppb �� ��, \ LOCATION OF \ \t ' .0\ _ -1111\ A O LO i \/ BEDRO\QM #3 y\ ��;''1�• �� \ \ LIFT STATION ��.\" k`,,1'N�' , �12 105 \ p J Tt ��� \ / �_ ' \ \ Ntigt4‘,\ \ i\ \ ovipp-k\ \ \ ill ....- N' , % CO 1 \ ....••• Atzt) b:- ,,y, / kiipipe, 53 ��\ BATH #3 . �,����'� 1� �AsikV A vQVili O ISNAII \104 V \ /it ir \ -------\ \ _...-------e, ., \ Ce 0 -.Port-N ,< ..--- A6. riL‘h / N. HOUSE HEAT PUMPS& \ 811% 4 A6 1 \ \\ \ X 7\ 0 1 * (104A � • �1����n1► \ 000 (41$ ZONE VALVES A6 LAUNDRY�D�Y CHUTE cP� �� ,�,� • *A �� ������ \V V ,9 SNOW MELT PUMPS& PLUMB ING STACK i .\ Ne ���� �� �����\ V I \ \ \el �� CONTROLS FROM ABOVE a. \ 6 / •1 �,� \ A5.7 - \ cP' / ; 1056 w` \ ` 1.„,,,,,,,,I),- *Ow ���': ',\ \ ` �� ,IOt N�`a _ a _ °'- �\ 7k( C OSET#3 " \ ai� �� \ � Q ' ''" r STACKED STACKEDr : �� • •. �' 1 ' fill_ \ 2HOUSE WATER - Ilkilliillai NIEELEVATOR 2' 'e 106 ` � �. 2 �I I Vit%ilk_ ,�\ENTRY&FIRE MECH. W/DW/D \ \PROTECTION , -- _ �k 105A \ / \ !�! `�1 \ I \ \ �e i II '� HOUSE BOILER '''ECHIC ' L i--- --- � II : �/ \ IOW* \ �� SNOW MELT BOILERS LAUNDRY ROOM �'� # Iii A \ �� ���" 01 I WATER SOFTENER � ,.� ' 2X8 WALL � <' � �* ` 2"FLOOR SINK TO SANITARY TYP. OOA 103 1 r A r? ' \ ' �� \ \ / / 11 A___ 3,8��2 \ BUNKROOM \ Q, rte•,HIGH WINDoW SILL @,6'-0" I _ �� Z VALVES 9 SLOTS CONTROLS `� ,I"'\ r'� ,,� \ \ I I O`_ 014' 6 3/4" ', �.l 0 107 �►� .` ` MIRROR iit rioIV Min )7 IP 1ST% .t \ NO WALLEr cr 4 . V ��� \ ► ',. *A51.8 1 '� ' WALL 11-- BELOW �'_ 'C • �. r 15'-3 1/8" o MASSAGE -:�- ._. 112 / LANDING •/ \ , B • * A5.8 o9A 1096) 1a V \ �� I � REVISION SCHEDULE _TIM TABLE 1 .1 1- - - ui� I �i�' 'V ��� V , 141 -I(C(til v STORAGE LINEAR DRAIN IIIIII _ / '- o T' f KC�f(�t�„ LEV TO - �� 411t . /I\ 1 # DESCRIPTION DATE EX ERCISE •�� B BATH i• ��� �2OOM = STEAM ROOM `n(MO �l 2 ' MECH. 2 �% � � \ Mk ��� [( 16 v z a, RETURN 10 A o, 109rw 111 1086 \ ��� �. I �1���(( 'v w z c� 3'-0 1/8" � I��III� SEE 1 / A7.8 FOR � � DUCTS i y � v � �A \ , \ \\ ���.Irllllr 101 � I - � �� `� - ►►► ` � � G. _ � � � /�'��� � m w �� STAIR SHEET0 'LINE OF WALLA:OV J �� 1 N m � �lr----I � � .��/ \\ u, � ` 1�► w �� A6.4 c I '! �, -� 2:�� AV N _ yp� 040(k, 'r9 T \ ®�i�i 1 +�■ 1146 2'-4"R.O �,� I I �� 4' 5 3/4' .,J ' UNDER 108 �� 1 ° A5.9 cc ��- f 1146 1I 4 STAIRS s „ � p ■ �'� LOVITER EVE p• I o o ��� \ it 5V llitcP, I in J - cv_ '`)(s)(6 \ 2'-6"CLR. DEPRESSED 114 N 5'-9 1/8" II SLAB 1� nIlk MLII �01A) I. ill L IJk I - / \ \ >> I CO Cr) II 4 (B� ACCENT WALL _ En \ /B�E I ROOM #4 ,4\ � I �"�1 Fil -El- II 2'-11 11/16" / I32'-10 3/8" °`°0 ' \OJ 200'-0" 110 / 2 2 GLASS J $ / A6. ` I i- SoFFITABOVE "' POCKET 12 I l T.O HANDRAIL 3'-1" 4 i \ I I A6.4 I I DOOR I SAV UNDER STAIRS AB OVENOSING I/ 6 \ 0 .Ir \ 113A) A B 200' 0" • $ V %:ATH #4 '� Ali \\ 5' o" REC DOOM GM- \ 6' 1 7/8° 10A �A QM '" \ a' �. I r 8 3/4" I • El • ifl i CV y 113 158 ,,031 l�'\ o I �/ \JIMW91)% �- 110B ir �, s ��'- I I { _ !� FEATURE WALL \ \ 3 �♦ r, c? \ IMECH ��, �.� -\ IIS - - - - ° . N \� \ - 10 ___,. ., _. N 111 \ -� I PROGRESS SET s CHIMNEY AB OVE SEE 2 / A7.1 FOR \ j 2 / 2 a \ Issue Date 03/16/18 FIREPLACE INFORMATIO APPLIANCE FRIDGE ° 1 21j2 . / r A6. I cn FIREPLACE DRAWERS 2 A6' I Drawn by KC ° \ . 1L .., 1 �`= aA a _ A6.3 1._i°� I v Checked by HB 'I Ir 1 12'- \ �'� \ � © � Scale I I As indicated V - - - / - - - - - - v - I - 40 LOWER / \1 1 - - i v LEVEL A6.3 A6.3 - - - "� _ � � � � _ _ _ _ _ _ - - -7 - - FLOOR \ \ PLAN \ 0LOWER LEVEL FLOOR PLAN (40 Q 1 1/4" = 10" \ 0' 2' 4' 8' 16' A3 . 0 (,),,, z FLOOR PLAN GENERAL NOTES: V \ Itio OF 6,4, cv SQUARE FOOTAGE TOTALS: 4. tp (SEE COVER SHEET/A2.7 FOR TOWN OF VAIL CALCULATIONS) 1. DOWNSPOUTS - RUN IN SOLID PIPE BELOW GRADE --N0)111:1- TO DAYLIGHT. (DO NOT CONNECT TO PERIMETER LOWER LEVEL = 2667 SF DRAIN SYSTEM) PROVIDE H EATTAPE TYPICAL. 04/24/18 GROUND LEVEL = 1824 2. SLOPE PERVIOUS GRADE MIN. 10% FOR 10' FROM MAIN LEVEL = 2444 SF @ UPPER LEVEL = 1230 SF BUILDING PER SOIL REPORT. SUBTOTAL:HABITABLE = 8168 SF 3. SLOPE SLAB @ ALL EXTERIOR SLABS& PATIOS MIN. 1/8":12" TO DRAIN ADJUST SLOPES AS REQUIRED AND GARAGE = 791 SF AS SHOWN ON PLANS. DOUBLE H EIGHTSPACE = 37 SF 4. PROVIDE PERFORATED DRAIN©ALL PERIMETER SUBTOTAL:UNFINISHED = 828 SF FOOTINGS. RE: DETAIL, SPEC, &SOILS REPORT RUN 1 2 TOTAL: HABITABLE+UNFINISHED = 8996 SF TO DAYLIGHT. 1 2 5. SEAL ALL PLUMBING PENETRATIONS THROUGH SLAB A5.1 A5.2 A5.3 A5.4 GROUND LEVEL PATIO = 192+/- SF WITH GASKET TO CREATE WATERPROOF SEAL @ MAIN LEVEL DECK = 1125+/ SF CONCRETE. PER ADD ALTERNATE PROVIDE UNDER MASTER BEDROOM PATIO = 128+/- SF SLAB MEMBRANE INCORPORATED GASKET/SEAL @ 0 @_) UPPER LEVEL DECK 730+/- SF MEMBRANE @ALL PLUMBING PENETRATIONS. B E RG L U N D GUEST MASTER PATIO 449+/- SF 22'-1" 12'-2" TOTAL = 2623+/ SF 6. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O. ARCHITECTS, LLC. 7. SEE INT. DESIGN DOCUMENTS FOR 1/2"=1'-0" FLOOR 0 DRIVEWAY = 2746+/- SF PLANS AND INTERIOR ELEVATIONS @ BATHROOMS& BUILT-INS. 1 8. SEE INTERIOR DESIGNER DOCUMENTS FOR EXACT ,A4.3 A5.5 PLUMBING LOCATIONS AND FINISH LOCATIONS AA �,i• A n �� � <��'�T • '''ilea" I 4\ L'' US Mail Only: P. O. Box 2378 "si//���� �� / 1 �� �a� �� � � • �� Village Blvd, BldgA Suite A103 • '" / / �1��� 1 Physical/Fedex: 210 Edwards A`��� / / 1 r�Q ����ji �T`��j.� �' � �� ♦ 4,* EXTERIOR LIGHTING 9�, / / / A5.6�T'�.'� 1 „�Z� ,��� 1 AN �` I1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 13 Edwards,Colorado 81632-2378 �� / / t`�t0���, ( 11$ ��`' � $ �� LIGHTS ARE ALLOWED. 13 EXTERIOR LIGHTS 18"+ ABOVE (970)926 4301, Fax:926 4364 / �� r Ae -3 , •/ / Or '.V ' ♦• `�,,odi ‘ :0 �/ GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS hans@beralundarchitects.com / 1 N._ 1.`� CO� / �Q►.�. I www. ber lundarchitects.com I''�����? e / / / HIGH WINDOW SILL @ 6'0"A.F.F I�, �T.f //j�j , \ . ��,�"'"• / ;i. `�� �y �� V' • FOR TYPE, LOCATION AND NUMBER OF FIXTURES: gI / / 2B /� �'Z-�'h �� �or o �6 �, E- HUBBARDTON FORGE AIRIS MEDIUM EXTERIOR / / /i� rM'- 431 i�`�i' O „ 10°,,,_, /� I ���,_�� o , SCONCEBRONZEFINISH (2) TOTALFIXTURES� HIGH I DOW SILL @ 6'-0"A.F.F ��� �1i /� �' 0‘4146 �` / 1A w '��Z �j. 314 ►��i ��. A5.7 �"� C BEEPER WEDGE UPLIGHT.LIGHT NOT TO EXTEN LLI ■ / r��vr b„.... 4,,,,.- %• - , �� OS ET. / �� BEYOND ROOF- (5)TOAL FIXTURES ..tea • , No,--1/0/fou�.r • •� �� „Imo., _,,Q, ..1 ,�f- 206 �� ►� ( ) lc =mi L CIRRUS CHANNEL S1 SQUARE 1" LDNS 6 TOTAL _ owl / / / / HIGH WINDOW SILL @ 6'-'0"A.F. �� 631R= �a`_' �' �� 1/ \ (� FIXTURES / FIBERGLASS WINDOW wi•�• 31��„'• 1 'd�,_ ■ \*ICA '"a* ` \ V 0 ,� / .� ��i• ---� ������►�.- ► �� � � ■�Q s-� \ R (8) BOLLARD LANDSCAPE LIGHT LESS THAN 18" TALL ilk ............ 0' \Ili `�`♦, ,��,�� ' 0518 �� � ��� �� A PROPOSED Ce L/ 1 / ` l lke. ... a ,r�� --� 2078 \ .6) / / / A A4.6 1��� ����% <1 �. '1 �� ����B �,� �� Mb LP" SEP / ) \ / '\' \ SIOL �gh �_AAA , � ` f0 20 ►�NvAn 1,�i��/ - p. % 0 Ihillir- V Immo) / 1/ / N. / wk. e vir '® 8> Ii. 3/4"FURRING `A :; i .... KITCH EN SINK ilaim.;141PTEAlitmii11� )� \ (� P p� Q� �� \ 1Lo / T.O HANDRAIL 3'-1"ABOVE NOSING / PLUMBING STACK PLUMBING STACK j �I \ p C/.� V / LINE OF DECK ABOVE VI r ���� ��� �! �• �A �ti�l���� ��l ®� �I��T �,����� A4. :IVO: � � �� �0 �\ MASTEREDR• #2 SID ti�/ -•1�� � -��-7 °011,1�1���-#11wh vil&A ��� � - a 1:;��� I �� , .�i A6. � MI PLUMBING �7 `��j 1 ' ‘, c ��1 18 RISERS 71/2" )46, � ,., r . wviia,,. �i V1 r ' 1 WO * .� ■ STACK yi (/ CO�° GAS I I I I I 1 I BOILER FLUE , 1 HIGH WIN OW SILL AT 6'-6"A.F.F < \ • . .l � 1 /■ Y',� \17 TREADS@ 11' 1�'. � �r� I��T'�, ��'I� � ��i'R� A6. der���`i�!l111 �. 1 I INLI 407 IX 0 I I 1 1 SEE FOR r • MOTORIZED AWNING. 4,1_Wr ����- � 1. � i �, r ����� �J, 1 �• 4 � .. fTr-40w" .�.► . ��•�•�� . l ,' ■�■ Vie. 2 k 1 1 1 - < � rr rnSTAIR INFO. �� 1 �� 1� � � (� 31R 10 1/8" *AC .I ��� T Al '. 11' -10" ti� retro, <t 10 3/4"4 1 1 cl PGS k Imo %��kirimeaffiliai�a_WO 1� �li,�� -AMILVZIWAMRl�jA%d- 'At�Morai�� ���'.�r � p AV,Epp s / _ m® ..� r .�.� I _. i�_°A i J• Trio_ - ■ ♦ ���- '\ c _ • g0I, - ,, -a �' lrrr � A - r� ( A CM]• \ \\\ 1 e4t1 ® It■■I 1111 ■1� 1- \SEE 2 / A7.2 FOR F.P it T.O R: * rA45.714 \ 3'6 A.F.F BENCHES&LOCKERS TR�►SH/RECTRASH/ REC INFO. III REF. LalDW. / N6 ' ��/ 213 214 .,, �'•�I12'-0 3/4' �_ L UNDRY �G ` / ,� w -11 3/8"LINE OF BBQ ABOVE "OPEN"PER T.O.V "OPEN"PER T.O.V C'.UTE + ��'+ � i t 3 //REQUIREMENTS REQUIREMENTS io ih • _ , �� BUILT IN \ �:-, 3/4"FURRING, � � ��/ , CABNIETa r? �` I\ 202 • '� o 42\ I M o i �► .i1 ► EP. O s G�11 � ; j cD BENCH '■ 1f\ 1 elNI , �II- CRPT .p - - =, _ RETURN GRILL 0-_I ' PVRS TILE. SKI/MUD ROOM Jiw= pi rIN FLOG ` �� rt � A5.8 �cJ 1 21° \ mir- I Alli N 201 ■■�■■■�I■■ E L EVATO-�I T 142- SIi1111 BEDROOM #1 oM\\ AI„III , 111111■IIII�IIIIII■IIIIII■IIIIIIII�, ' inill • 208 \ N it �,--_.---__ i 3 3/4•, 203 Q ......� SEE 2 / A7.8 FORI \ .LI" STAIRINFO2 ---:14-\ *ova•irli 51/4" x'35 �� ! 6 �`\ T \' ♦ _ -- 4 �� \ < �` 1 REVISION SCHEDULE ,\I --��� }IIil 11111 . �' J 1 IN 211 11,_X I, �1�iI •*1\' �.� . <�$ :111.:41011111;1*" - \`. p0 CCw D0 MIN. OORI �le ,�G�PIII �`\ �,, \.\ �777: A5.9 # DESCRIPTION DATE 1 \ MI ♦ ♦*ft �� ■ ■L___ \\T / % / 210 \ ♦�v ' , i'( "111 -// giii,ms IIII *****b***1 200‘"ThiI ry Ude ' Illt/ - ` �„o ' / ■�' \ ik..> • I ik c2 , 111 -20 MIN. - ---- ����o , . L ��\. 3� ,Q, i�� n\ 11� /�Fl , . - DOOR ^@� I w Lu 209 2X8 1 A 1 t `v \11/4 .. A \ *4 *** III°�° 1100 , c-w Ell Wnw OPEN TO , IP\ \0-,\, %/d /�% � \,,, o ■FINISHED GRADE@ 11'•6" I 1 II I, II II 1 CO ow D I BELOW / " ' 2 ' I r rEMI Aid212' o" up, #\ c, *ii*4 I I I HANDRAILIlliii 1r l �I I. ��II, IIII 16' 2 1/4" ' 2' 10 7/8" \ =(� ♦ ELECTRIC METER III , u3 1FROM\ �/•._ ♦ I ' -' 111 �IIIII I , II1�-- „/ 12„ illroiwillia NOSING `� �\ :,- I j Li oro 1`m hkii 3/16 / 12 l �, IIiIIIiIIIIIIE \ `i,N • RC 4 D D• Wil � ^nI I r 1/4"/ 12" 1/4 / 12 \ 1/4 / 1IIII II LIPIIONAL `\ 1 ® 2X8 �� =61, 1 q*OW0A♦ I go / 111 DOOR INE OF FLOOR ‘,„1\ \ \� ,� ♦ FIREPLACE 11 In I 10I ART WALLmpg- �� •♦ / I CH IMNEY FROM BELOW II II II I 1 ixikEr, gD sv, ,,-37-♦ 1,011 �► .■E■■■■� „ ■■■■1111 ,_ _♦ I I ■ A [ I ������ �■ 1 ��m ■ ENTRY /� i♦ ♦ IIX `y \�` _'/J t -- -- -c CLOSET \ D ,♦ ♦ ❑ I il I ( \ I 11pi 912 ` "° 0 &w,b'N4 • , ,,, ._ -, 7 1/4" I -5' 0 3/4 5' 2 3 1/8"- 5' 0 3/4"- L, �. \� / ■ vWA ♦ ♦ 14' 10 1/2" � '_� 2X8 \11.1.11111 �!� - \ iMIMIMM lEIr11 4-, 2X8 011 kNIMMIIIIEF7MME PIIIJfliIflIP 11� �'�� �/13 2 IT ♦ ♦*W1 - I 9'-o- - I A6.4 - - - IMIEM - - I - ■ A6.3I ■ ��I It A6. \\1000 ��� - C A6.1 - - - FINISHEDGRADE ••, 11'-6" r> ����� ® � • C ♦ � � ikAlI27/8°I • I��=rDIIM • ° � PROGRESS SET ♦ 0Pr% - 1 ®II 2xsI, II . 1 iiiiaivha I 0 / Ia ill\ I. I ROOF ABOVE I wig • ,� 0 N Issue Date 03/16/18 ��� A6.3 �1 ■■�■ I. IdIL 4.5 i�� ` ' Drawn by K C co �,8° .4• I ,:„ :s Mmi 11.1 4 5 /0 1 I ' ! �_ Checked by HB mu) IMIFillI ,oL I OM oiN11 • _ - - scale As indicated W 1 IF=011' -8 1/2" y • SET BACK in _� A4. 0 44.512. E. Ai 1 MEiMMFA=Ei FRONTS BACK 11 ...... - - 1111111 SINE OF DECK AB �, GROUND 3%1 I _ irl \ \ \.1111111111 1 ° ltpA:13.5 ° LEVEL I3 /o1 1 1 _ _ _ II \ ° FLOOR L = T 3/0 tp:15.1 _ _ - - ■ PLAN \ A4.1 I r . 1, < I tp:14.:2 Q tp:14.82 -- t ��16.06,3 p t - p CS GROUND LEVEL FLOOR PLAN \ • o ,,,, 1iiA3 . 1 N ■ 1/4 - 1 -0 2 4 8 16 � � M SQUARE FOOTAGE TOTALS: FLOOR PLAN GENERAL NOTES: (SEE COVER SHEET/A2.7 FOR TOWN OF VAIL CALCULATIONS) �� �rFy o LOWER LEVEL = 2667 SF 1. DOWNSPOUTS RUN IN SOLID PIPE BELOW GRADE , GROUND LEVEL = 1824 TO DAYLIGHT. (DO NOT CONNECT TO PERIMETER MAIN LEVEL = 2444 SF DRAIN SYSTEM) PROVIDE HEAT TAPE TYPICAL. 04/24/18 UPPER LEVEL = 1230 SF 2. SLOPE PERVIOUS GRADE @ MIN. 10% FOR 10' FROM SUBTOTAL:HABITABLE = 8168 SF BUILDING PER SOIL REPORT. GARAGE = 791 SF 3. SLOPE SLAB @ ALL EXTERIOR SLABS& PATIOS MIN. DOUBLE HEIGHT SPACE = 37 SF 1/8":12" TO DRAIN ADJUST SLOPES AS REQUIRED AND SUBTOTAL:UNFINISHED = 828 SF AS SHOWN ON PLANS. 4. PROVIDE PERFORATED DRAIN @ ALL PERIMETER TOTAL:HABITABLE+UNFINISHED = 8996 SF FOOTINGS. RE: DETAIL, SPEC, &SOILS REPORT RUN GROUND LEVEL PATIO = 192+/- SF TO DAYLIGHT. MAIN LEVEL DECK = 1125+/- SF 5. SEAL ALL PLUMBING PENETRATIONS THROUGH SLAB 2 1 2 MASTER BEDROOM PATIO = 128+/- SF WITH GASKET TO CREATE WATERPROOF SEAL© CIO A5.2 A5.3 A5.4 UPPER LEVEL DECK = 730+/- SF CONCRETE. PER ADD ALTERNATE PROVIDE UNDER CO GUEST MASTER PATIO = 449+/_ SF SLAB MEMBRANE INCORPORATED GASKET/SEAL© \2 TOTAL = 2623+/_ SF MEMBRANE @ ALL PLUMBING PENETRATIONS. B E RG L U N D 1 3C DRIVEWAY = 2746+/- SF 6. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O. ARCHITECTS, LLC. 34-3 A5.5 7. SEE INT. DESIGN DOCUMENTS FOR 1/2"=1'-0" FLOOR / / PLANS AND INTERIOR ELEVATIONS © BATHROOMS& BUILT-INS. 22'-1" 12' -2" 1 AA 8. SEE INTERIOR DESIGNER DOCUMENTS FOR EXACT X X X A5.6 \ PLUMBING LOCATIONS AND FINISH LOCATIONS US Mail Only: P. O. Box 2378 Physical/Fedex: 210 Edwards / I / / ,! .�`t1���tiara ������y ► j o 82 �' A\ EXTERIOR LIGHTING- Village Blvd, Bldg A Suite A103 .�� `�''' 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 13 Edwards,Colorado 81632-2378 t, *4vc / ` �g tirdr ��i �`��WO ,c- .A. / liChlig\ LIGHTS ARE ALLOWED. 13 EXTERIOR LIGHTS 18"+ ABOVE (970)926 4301, Fax:926 4364 - / /� -����. �' �\ �' hans(c�beralundarchitects.com / . it T l ` �s , w �•. GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS - / ����ori Z . y i`' p www. be lundarchitects.com �� / 26 �II 0 � 1 �^� � �� FOR TYPE, LOCATION AND NUMBER OF FIXTURES: g O , / /� T.O HANDRAIL 3'-1"ABOVE NOSING ,..,, ��� �� �1A � "� �// .�,r�� �� �tii ►' y� liki,,, i� E HUBBARDTON FORGE AIRIS MEDIUM EXTERIOR \ _--------- / 1 � ���� ���. <��,�T ��"�� � � SCONCE BRONZE FINISH 2 TOTAL FIXTURES / T.O HANDRAIL 3' 1"ABOVE NOSING °\4 �..- �,, ; 1 / C BEEPER WEDGE UPLIGHT. LIGHT NOT TO EXTENIII / / / / ���� ���� ��FOE� 4 3/4"FURRING A5.7 BEYOND ROOF (5)TOAL FIXTURES 4•� .P 1 �' L CIRRUS CHANNEL S1 SQUARE 1" LDNS (6)TOTAL 4= / �ty � S �S���S . EURO GLASS6 \/ �I'�I �gFL �Pw i DOO-. % �' \\ FIXTURES (IIIIII) / �� �Ay, � �� ��� / *14* Ito,t o S R (8) BOLLARD LANDSCAPE LIGHT LESS THAN 18" TALL ile/ / A •11 , ���s' / -o ♦ - PROPOSEDCe \ .. 1011 OF le. i1/4 ( %imp / - _ 1 ....•••• \ / NeYeNt Iowa to\ \ \\ \\ \ ‘‘ 0 14‘ 0 \ \ \ ' \„ % \\ - ( ' 12). \ ) -6,-. Cui) /-- odik\ II LO / -T.O HANDRAIL 3'-1"ABOVE NOSING ..-- -- 19404\ \ �� �� ElH .�.� c■��'����; �► ���� �� _ ��■��r�r�.���-u� � �, 308 1 _�■S■t■ INLI �■�.�.�a �� Osli 10 CD1. � � ,.� !�� '� "'fir - !� � � LINEAR � $� �ino\ Na- \ II\ `‘ s` 1111 AJI / 1 OrelW SEE FORlepw _ \ r ` DRAIN 53� ��(// 1 .������� STAIR INFORMATION III ��. - �.0 - 411111111111a --K w r �� � �� �� �� �o5 -10 3/4 5 -11 7/8 . , \\\ , �4 11 3/4 00 .4 2 3/4" 2' 6 3/4" 3' 9 7/8CO ii \ 2 ��� el?, el I �i.�III 17 T TREADS . 1�1" �� _ - �,K- I•WM I I M N ni I I I �'�' '�� rim K 111 \\ DRAM NO R r.- �- -ialkii " --= ;.oma,=----_=- - - ( \ IX (...)N Iider J _ � �� LINE OF "� BUILT IN � � � \ .OA w--4.‘ \ 1\11 ) 664 �'� J L'�,�JCOFFEE STEAM DROPPED tlikAt\st \t„\\_„, �*„._, A\ 41 \\_ ll ��� SHOWER UNITCEG.ABOVE ` �\ `'. II 0 mmanWIPP wit 11 - _ p _._ gr \ ,..„--0 mil ‘i;A \11,0 \\ v\ � 0111110M11011. ...1. DW o PANTRY --\Lv.-- \ ' V II �o111 = • a PLUMBING RISER uc 13\QUAL �? �\ iii, ��� � ��304A °�Vv•\ IFROMGUEST304 . ee, :„ �2 ,\0 / \ ��I I MMASTER L_ O `l� ik Q \\ ILSeV ��� �o li I • -- 1 I C��/� �� �����(�� �V<i �o •�i•� �� iM I r REF SHELVES \csis\\� \ \ 2� �� \\ 13' 8 1/2' ih TRASH/ E. `° /� \P 1 O O 4�� 2 I \ Ill J M ' TRASH/ Iihiv O �� OI� // o - 1 i-_ I o BB a A5.8NI ' REC - _ ' � \ OPEN TO XC �� infe I I IAS' BELOW SINGLE BLACKOUT � \ �� � ei 4' 0" 13' 11 3/4" 4' 4 3/4" /4.25 CLEAR 100 v\-15,(441-4v,‘„ Mil. FRE9;�' II I -- ELEVATO ��a SHADE ` N 1' KITCHEN NOA • 1' I \ 305 • ��/�� ��� � �i� = ` / �" 301 SEE FOO •♦� III I _ o \-,'♦ 6'-1 3/8" `D ��, STAIR INFORMATIONINli1� ' \ A APPLIANCE , ��� T ,.♦ ♦ � allitil �� `�___J ■ �7/' �' FIREPLACE+ `O� CC ♦ � ����� o I F �.. 301 BAR/ - - \Ti . - I L - STORAGE 1illp \ _ 1 Ale,\ AA ' , ♦ , rii M I' �; \ MASTER / �♦ II A5.9 REVISION SCHEDULE ♦ ♦ # DESCRIPTION DATE ♦ ♦ *4 ��� ��� I 14' 1 5/8" �� MI ■ cP �o \ \ BEDROOM /♦ 3 " kEXTERIOR Ict � ' O ® �' ♦ BARN DooR �� " a`��, �� 309 ��P`"��� �'�4' - y ►♦*Sh*W*A♦ �: I �/A(no IIII / , Nom �o��oo ;' �`�o��oc\N II -- o � Co �, �-' V SNE e 3 �� �, `, --b 1,111111".40W- -It . I ' I / 411,- \ ..- _.,e". \ i \ B ♦ ♦ir _ ____,. ® -ip... ..a. _ 1/8"/ 12"4" i� LINE OF FLOOR ABOVE NO1.10 �� ___10 .":_l \00)14\ *lb**/, 0 �IOPEN GAS / OPENTO. ` �� `AVit,� 4'-0 3/8' ;IFIREPLACE - El � BELOW ® ilpo-- \ vA v it / \ ♦ 1222' 9 3/4'k m OA- w �� II ME 6 ��Vii<�' - - 4'-43/8" mr, DN �- - i �� "wit� 1147/bil ♦ '' LINE OF DECK ABOVE14 \ I il11 II - �� A �\ \t=jit, re • - • ri...,/, 0 % - • 223' 0" - lil \ illgelkVi ii/ if WA* ti */I ell II \ ,----------- ger-ing o *pi • i 1 4 -6 4 -0 IN FLOOR0 ., ,10 , ,, ,L I DINING ROO® c� oI /1' UP LIGHTGLASS HANDRAIL Oo �� •‘ �� , o ♦ L - P •WDE �, %�� V♦ ♦ a �, 303 v, �`� i&W1401 310 A�� \illill 0 �,I �O'EN TO BELOW �� � OOD ACENTVii.*&W*BA 'LLL or g3�� ® WALL U♦ ®► s®I 2X8 I E J - cE Sil4 41111. ♦ �� 117 ® - OPEN GAS oo. _ ' I ,. ! 5 I♦ ♦ I I■�M]■■IIS ■/JII■C\SII n • �♦ , FIREPLACE_- ��`� _ 7 1/4-� ®@N I , - �� 14-,/ \ cn ted ♦ 1111W - 6 - _ 2'-511" 5'-0 3/4" 2 3/4" 5'-2 3/4" 2 3/4" 5'-0 3/4'\ 2'-4 1/8" / \• N • ♦ m 2X8 I \ � m *el ih v CANTED WALL 2X8 I ��� m♦ M m = oo I CURVE ♦ ♦ Iv* . o r 1. RE:ELEVATIONSLtlig �� I �' T \����� \ -1y > _k.- 14\3 CWO ;.. Z. SP*M*4 1/8 / 1 � immil p All \♦r li _ _ 5" c° 2X8 �S MEFI■I I i_..1 ch 1 _10'-0 3/4" �• ro \ \E,\ EN PROGRESS SET i IlirII .‘ 1111* ...,1 c? Iliri = 1.-u•illl IMI II ---- a \ \ 0 MEIMII 01S1P4 . / , . 9. - IssueDate 03/16/18 lu1' 0 5/8" 14' 63/8" vcn _ ,__ 1,01 222' il. ,,,,,,,...,,...„."..,, .8 /0 P ) ' Drawn by KC '-11 3/4 7- 11,-Wik 1/8"/12" _ ,,,,,,, SET BAC ) 411k 1 ,„„„,a,,,( ,,a,„, 4,- ,„1"„tirciiiiiv_ 9 _„�: �, 1 ���„.likeb111■�11��■�������111��1 LJ 11 , s - Checked by HB •v I A8.1 �7 )1ftp-fri op) d lig _ 50�oElliplEIIIIIIIIIIIIMEE' scale As indicated 0 A 0 k _f,7vibit-fp4ilit.__,FRONT SET BACK --Nr 4. -\ ,-- __, ___„, ipi),,, „di( .. ...,_____, ram A i J. v _ 1 1 �I LEVEL ` IM----- ,_,_:41,41-0L-iMi. ef A6.9 WA11611111.111.1 MAIN, I= 111.111111.1.11.111 \ \ 0i 3 /o - - 1lI � tp:13.5 � tp: F� Irli m - - PLA N • • tp:14.82 tp.14.82 tp.16.0 (401‘. M OMAIN LEVEL FLOOR PLAN o 1/4" 0' 2' 4' 8' 16' A 3 U 2 o M