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Home My WebLink AboutDRB100608 PlansSECTION NO. BUILDING SECTION CUT SHEET NO. ---/ � DETAIL . DETA CUT SHEET NO____/\*«,/ DETAIL CUT EXTERIOR ELEVATION < 4 ) ROOM NUMBER LIVING ��| �`"�� DOOR MARK �� ~��~� K �� U��U�� U K�~ �� U�� °�" " " "��" ��" . 7 - STEEL ALUMINUM OR SHEET METAL L-� BATT INSULATION IN GYP. WALL BOARD/ STUCCO/ PLASTER REFERENCE GRID LINE (3.2- / SPOT ELEVAT mrc ELEV ~11w0' DRAWING REVISION INTERIOR ELEVATION WINDOW MARK U LEGEND 8 =� SECTION PLAN SOIL/ COMPACTED FILL ROCK/ NON-COMPACTED FILL SAND FINISHED WOOD ROUGH FRAMING OR ROUGH SAWN TRIM WOOD BLOCKING GLU-LAM WOOD 2=7777777 RIGID INSULATION I MUMN CARPET fill 1p,,1111I V:1111i] 11 1111 AAD Attic Access Door GALV Galvanized RN Roof Window ADD Addendum 6C General Contractor RD Rough Opening ADJ Adjacent GL Q!eaa SAN Sanitary ADR Area o[Refuge GR Grade SECT Section /VGG Aggregate GL8 Laminated Wood Beam SEW Savw* AFF Above Finished Floor GYP Gypsum 8HT Sheet ALT Alternate GVVB Gypsum Wallboard GHLV Shelves ARCH Architectural HDVV Hardware S|K8 Similar BM Beam HD Head GL Sliding BRG Bearing HVAC Heating, Ventilating, 8K4 Sheet Metal BET Between and Air Conditioning STC Sound- TxansmiaoionCleno BD Board HT Haight SPEC Specification BS Both Sides HVVY Highway SO Square BO Bottom Of HOR Horizontal STD Standard BLDG Building |D Inside Diameter QTL 8\oo} CAB Cabinet |NT |nb*hm 8TRUCT Structure (al) C[t Carpet JT Joint 8U8 Substitute CL Centerline LAM Laminate 8UPPL Supplement (al) CER Ceramic L/YV Lavatory SUSP Suspend(ad) CLC)S Closet MFG Manufacturer TEL Telephone CK8U Concrete Masonry Unit MO Masonry Opening TV Television C0L Column MTL [Nah*ha| TEMP Tempered OONC Concrete MAX Maximum /E That Is CJ Construction Joint MC Medicine Cabinet THK Thick CONT Continuous MECH Mechanical TPH Toilet Paper Holder DP Domproc0ng K4\N Minimum T&8 Tnungo and Groove DET Detail M(SC Miscellaneous T&8 Top and Bottom 0A Diameter N|C Not |nContract TO Top Of D|K4 Dimension NA Not Applicable T Tread DVV Dishwasher NT3 Not hoScale T5 Tube Steel I]N Down OC On Center TYP Typical DR Drain DP8 Opening U{9 Underground DS Downspout OPP Opposite U.N.O. Unless Noted Otherwise DRWG Drawing OSB Oriented Strand Board UNF|N Unfinished EA Each 0D Outside Diameter UBC Uniform Building Code EL Elevation d Penny USG United States Gage EO Equal pAF Power Actuated Fastened VAR Variable EXIST Existing pERF Perforated (d) VENT Ventilate EJ Expansion Joint pFSW1 Pefi»iah»d Sheet Metal V|F Verify |nField EXT Exterior PL p|a8a VERT Varhoo| FECA8T Fire Extinguisher Cabinet pLVVD pkxmn»d VAT Vinyl Asbestos Tile F(}C Face OfConcrete PROD Product V Voltage FOS Face OfStud PROJ Project WC Water Closet FIN Finish PROP pmP*dY , WP VVoh*rpmof FP Fireproof R Radius orRiser WT Weight FL Floor REF Refer VV|N Window FO Floor Drain REFR Refrigerator NV With (comb. form) FTG Footing RBNF Reinforce (d) NVD Without FDN Foundation RBOD Required WD Wood QA Gauge RH8K8 Round Head Sheet Metal Screw RM Room 994 PTARMIGAN RD RESIDENCIF FINAL DRB SUBMITTAL Issue Date: 111/22/1, ^ , ^^ ` COVER SHEET �SURVEY LANDSCAPE DRAWINGS ^ ^~ r .L-1 LANDSCAPE PLAN ARCHITECTURAL DRAWINGS `A21 SITE PLAN ~ A2.2 AREA CALCULATIONS ' ' ' A38 CRAWL SPACE PLAN ` A3.1 LOWER LEVEL FLOOR PLAN A3� 2 MAIN LEVEL FLOOR PLAN / ^A3.3 UPPER LEVEL FLOOR PLAN A3.4 ROOF PLAN A4.1 ELEVAT A4.2 ELEVAT A4.3 ELEVATIONS A6.5 DETA 'A6.6 DETAILS A81 WINDOW DETAILS � CODE: 20O8|RC.2OO8|EC OCCUPANCY TYPE: SINGLE FAMILY HOME ENERGY CONSERVATION: THE BUILDING COMPLIES WITH THE ENERGY CONSERVAT REQUIREMENT FROM CHAPTER 4 OF THE 2009 INTERNATIONAL ENERGY CODE PER ZONE 6B ADOPTED BY THE TOWN OF VAIL, AND AS DEMONSTRATED BYRESnhookSOFTWARE, AS FOLLOWS: The following is a summary for the climate zone 6B of Table 402.1.1 requirements of the I EC and as adopted by The Town of Vail, and an outline of the R values of the assemblies of the building which are defined in the Construction Document Drawings and Specifications: Maximum Glazing U-Factor of .30 for new single family dwelling units per Town of Vail amendments, this can be a weighted average. Ceilings - Requirement of R-49 which is reduced to R-38 per N1 102.2.1 since the construction techniques provide a full R-38 insulation value over the wall top plate' The provides a,full insulation value over the wall top plate aafollows: ' 1. Cathedral Roof Assembly ' Provides R-75.5 per the 5/8" plywood over R'357'' rigid foam panels over 5/8'' plywood over 2x12 filled with blown inR-4D�5ooUu/oeeinau|oUon with GVV800iU with Walls - Requires R-20: Providing R-32.7 per the sum of the provided R values of the typical 2x6 wood framing wall assembly with 7/8" stucco or 6" stone veneer, over 2 5/8" insulation panel (5/8" exterior sheathing, R-12.9 2" rigid poly-iso foam panels), 1/2" structural exterior sheathing, R-19.8 blown in cellulose insulation, and 5/8" drywall exceeds the requirement. ' Basement Walls - Requires R-1 5 of continuous insulation: Providing R-38 per the sum of the provided R values of the R'2O4/'rigid foam insulation over the concrete wall with Y 1/2" airspace with typical 2x4 wood furring with R-1 8 blown in cellulose insulation and 50'' drywall exceeds the requirement. Note: R-20 exterior insulation is provided at all below grade conditions. Note: some locations only have 1'1/2^ furring with blown inR'5,4cellulose. Mechanical room has no furring ur interior insulation. Floor ' Requires R-30:ProvidoingR- 32adthe floor/ceiling assemblies between the house and garage per 12" of blown in cellulose insu Basement Slab ' Requires R'15 for 4' (s the slab is heated)- Prov R-20 per the sum of the concrete thermal mass plus the R'20 exterior insulation from T.O. footing to grade, with the R-20 insulation at the inside of the foundation wall from T.O. slab to 8D. slab and then continuous under the new slab areas ADDITIONAL REQUIREMENTS PER TOWN OFW#L CODE AMENDMENTS: ROOF COVERING: Meets Section 1505.6 of the Town of Vail Code- Fire Retardant Treated Wood Shingles and Shakes. The copper shingle roofing will be installed to meet the required Class A roof assembly. FIRE SPRINKLER SYSTEM: Building is to be equipped throughout with an automatic sprinkler system installed in accordance with NFPA 13 and the Town ofVail. A monitored fire alarm system will also be provided. PLUMBING: See plumbing documents from Rader Engineering MECHANICAL: See mechanical documents from Rader Engineering ELECTRICAL: See load calculations from Rader Engineering for service and electric panel sizing | PROJECT INFORMATION ��K��K �. U��K " U UK��K �K��U��U�� K 8K �K�� " " �~~~~~ =�~ -�' � " " � " .~~ . ~~ ~ .. . ~ ~ .~- ~ . Zone District: Primary Secondary residential (PS) Lot ia.3589 acres, equal to 15.680 SF Allowable GFRA .46 SF/ SFof site area <1U.000SFof site area 10.000 xO.48 equals 4,600 SF .38SF per 1SFof site area >1O.000SFcf site area 5.000 x0.38 equals 1,900 SF -.1SSFPer1��SFu x_O�13 equals 88 SF Total Allowed Gross Residential Floor Area (GRFA) for entire lot 6,588 SF Allowable site coverage /e20%of!o1 3.136 SF Setbacks Edwards, CO 8 1632 2O' from front Phone: /970\ 926-4301 16hnma{doo F@�� /�7�\ 926-4364 ' 15'from rear ' Patio can extend to property line if less than 9 above grade h@DS�Ub8n3lUDd8[0hit8CtS.DO0O Decks can encroach set back 5' Roof or architectural projections can encroach 4' Height Flat or mansard roofs not Uo exceed 3I Sloping roof not ho exceed 83' 8anaQo Allow GO0sq. ft. per unit in addition to allowable GRR\ Landscape Min 60% of lot shall be landscaped which equals 9,408 SF. 9,905 SF is provided. Parking Required per Chapter 10 If dwelling is more than 5,500 GRFA 5 spaces are required. 2 covered 9'x 18' (in garage) and 3 uncovered 9' x 19' parking spaces are provided. PROJECT �~�x~�'~�~ �~� 8 �� x°�"~�~»~�« 8�~K��K �.�K~�K = K U �UK��K � U � �K�� " " �-~~~~ =~� ~~~ " °�~ " " �~�� =~ ~ .�� . ~ . CLIENT ARCHITECT International Milling Ltd. BERGL[]N[) ARCHITECTS, LLC Rio de {@ Plata 401 �t� ' ' P[) Box 2378 (�O� {��2 ��@O ��[O(�8��@(�8[Ci8 �J � Col. ` ~ ` ' ' 210 Edwards Village Blvd. MexiCO, C.P. 66220 Suite Al 0 3 Edwards, CO 8 1632 Attn: Salvador Vargas GU '8[dO Phone: /970\ 926-4301 F@�� /�7�\ 926-4364 ' (�m�8�G Project ��8O8��F []88O �nU ~^` /� f g ~ '^~ ' Phone: �OO�� /970\ 376-1297 h@DS�Ub8n3lUDd8[0hit8CtS.DO0O E-mail: dean@dkollarchitect.com SQUARE FOOTAGE AND SITE COVERAGE SUMMARY HABITABLE SF QRFASF LOWER LEVEL 3 SF 556 SF *1 MAIN LEVEL 2.427 SF 2.427 8F UPPER LEVEL 3.128 SF 3,126 SF GARAGE OVER 000SF 56 SF ...............��_� TOTAL 8,642 SF 6,165 SF ALLOWABLE SF PROVIDED 8F GARAGE 600 SF 850 SF *2 SITE COVERAGE 3.136 SF 3.136 SF (SEE A2.2) GFRA 6.588 SF 6.165 SF LANDSCAPEAREA REQUIRED SF PROVIDED 3F SOFTSCAPE 8 SF HARDSCAPE2O96OF LANDSCAPE AREA 1.882 8F°3 TOTAL 8.408 SF 9.805 SF *1 18% OF THE LOWER LEVEL WALL IS ABOVE EXISTING GRADE THEREFORE 18% OF THE LOWER LEVEL SF|S COUNTED ASGFRA. SEE A2.2. *2 50 SF OF GARAGE AREA OVER THE ALLOWABLE 600 SF IS SHOWN IN THE GRFA CALCULATION ` °3GOWOF THE LOT MUST BE LANDSCAPED WHICH EQUALS 8.4OO SF. HARDSCAPE K8. PATIOS, WATER FEATURESAND THE LIKE) EQUAL TO 20% OF THE REQUIRED LANDSCAPE AREA CAN COUNT AS LANDSCAPE AREA. 20%OF84O88F EQUALS 1.881.S SF. THUS 188�.0SFOFHARDSCAPE CAN COUNT A8 LANDSCAPE AREA. CONTRACTOR STRUCTURAL ENGINEER MECHANICAL ENGINEER TBD KRM Consultants Inc. Drew Rader Rader Engineering P.O. Box 4572 Vail, C[]81658 40690 Hwy. 6 Suite E-1 Phone: /970\949-9391 Avon, C[>81620 Fax: /970g49-0839 Phone: /970\8/15-7910 Fax: (g7O845-7522 LANDSCAPE ARCHITECT Scott Sk]n98 _ SODeS Landscape Architecture GF8UD P.[]. Box 115 Avon, CO 81620 Phone: /97O\949-6490 Fax: /970\262-21A|7 « ~ SOIL ENGINEER SURVEYOR HpAEOTECH Lee LeCDer 5020 Cf«Rd154 GieMVVO0d Springs, C(]81RD1 3 County Road 356 Buena Vista, C[]81211 Phone: /970\945-7988 Fax: /Q70\g45-8454 Phone: /719\395-9160 E-mail: hpg20@hDgeDteCh.00OD US Mail 0. Box 230 Phyamd/Fedex: 210 Edwards Village Blvd, Bldg A Suite A 103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 92G4384 hanoVDborq|undanohitemts.nom REVISION No. Date Description � Scale .� rebar w/ washer / control point IL - ` ` x 8235.6' walk Ib `. garage -~�- Golf � -- ��0U K "��A K�4�d�& '. 0umgodcv ~8235�' -- ---' -- ---- -- ' ' \ \ 6� � �r| Lot 3 l5600 sq. ft. (oulmulatod) (l1Ydia. trunk typical ) indicates aspen trees - step - walk ` ~-- . --- rock wall 0 1 Lot 4 x8236.3 / / / / / � / 823l4 / � / / / / / / � / � / / / / / x8236.4 manhole / / / �� ' `hmo��o =8�617 y �n uu ~ / � 8236�x. / ` ~'~ pavered driveway / / � / / . / ~~~ � / / / / � x 8237.2' navereddeck area \ x8237z \ \ \ \ \ > / / - ,fo M house 201 v4ft. house /garage footprint crawl space entry \ ` . — control point buri",duf"'ty td red) utility li ne (�a rie b line ( p ainted red electriotraosformo � ------- 120 indicates xconifer tree� ( LO'dia. trunk typical K"=t 2 � / / � / / / / / / cri cc CO Ct CL �\ rim elevation =8240J' � | \ \ \ \ \ \ \ \ � \ \ / / / / / / / / / / / / / / / � / / � * ^ S.=|^ 1M__10' Legal description: Lot 3, Block 4, Vail Village 7TH Filing, according te the recorded plat thereof, Town of Vail, Eagle County, Colorado. I hereby certify that this Topographic and Improvement Survey was prepared under my supervision and isouaccurate representation of the topography and improvement locations on Lot 3 on June 29, 2010. Notes: l) Platted easements are shown. 2)A title policy was not provided for this ouvey. 3) The contour interval iolfoot. 4) Elevations are based on the sewer manhole rim at the SE corner of Lot 3 having an elevation of 8240Yper UEVSD sewer ushuUtdata. Address: 994 Ptarmigan Road Note: According to Colorado law, you must commence any legal action based upon any defect on this survey within three years afleryou 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 certification shown hereon, Leland Lechner }q.G 3OV46 County Rd. 956, Buena Vista, Co, Ql2l) (7l9)395-9l6V & omntromoio V 09 1,. RO 5YM OT BO C OMM O NN A ME TO LERANT i r ww r MM59 4 0 - - i i !i ee e M • e - r - i - • 1wl ACHILLEA LAAA- HOOLY - ♦ - R # CHRYSANTHA YELLOYSI WLUMS -s r • • HARW B • • rALL OPIA JAPO WW VAARF PLEECEFLOMR - i 6ER MIUM - VAM - LINW PERENNE ELM MAX M ONAIRDA FISTU ♦ r is PAPAVER AL PINW ALPINE POPP v ew s_ 5IRZSEYE SPMOM •w PO im EM I A U . ( Imeluding 52 at w.: e fla rM t err "t - r ;o.7t - i1 t V $PA0146` 12 V2 $AWE MIFF I f � i a " ♦ it AP MX r IN TRE , t FLAN i l & 1 F-5 - i • "i r d i' i '• w'i • °i i rp s rr r - • - - `i ar r - ♦- i i • r r � r4 � s ' .. • Ilk V m '� DATE- • # M °' Final WmItta wls/i s Rende IC I ��'�� i i i r w ri iir •w i i 11"" °i ..G •e r i I A U . ( Imeluding 52 at w.: e fla rM t err "t - r ;o.7t - i1 t V $PA0146` 12 V2 $AWE MIFF I f � i a " ♦ it AP MX r IN TRE , t FLAN i l & 1 F-5 - i • "i r d i' i '• w'i • °i i rp s rr r - • - - `i ar r - ♦- i i • r r � r4 � s ' .. • Ilk V m '� DATE- • # M °' Final WmItta wls/i s Rende ♦ N 1 � J HUM # 0-10#; 2Af SI Jai Yea: RM,, t 0 #90^9'56 f.'1.4- �3.V9S'3 S r9 (," 6 Px X ,N 0 8162 i 970,41 P"X 7 ,0 - 62 #ts« „325'VIV,*vOXiSfl..R.tA),k4 t ;r T F04H W614PE t TrE LINE t PO STS. 1 \ ) � DRY WELL LOCATION FOR�— PER DRVNSmITROVER FLOW DRAIN nJ SUMP PUMP IF RIVER ROCK COBBLE TYP. AT WATER LEVEL 0 TOO HIGH. GUTTER DAYLIGHTS. PROVIDE HEAT � TRA FROM END OF GUTTER DAYLIGHT ALL THE WAY THROUGH / AND THROUGHOUT GUTTER TYp. / / � } � � � ` DISCHARGE AND DAYLIGHT FOR SUMP PUMP ROUTE ELECTRIC SERVICE LINE --TO TRANSFORMER @ SOUTH 7 SUMP PUMP LOCATION /EASTCORNER,� DRY WELL LOCATION WINDOW > A 15'SI6;'�ET WELL DRAINS, AND EXT. STAIR DRAINS WITH OVER FLOW DRAIN TO SUMP PUMP IF WATER LEVEL A IS TOO HIGH. (1) PINE BE REM T.O. FINISHED STONE BE REMOVE � \ / PRO PERTY LINE // TURNING RADIUS LINE FROM STREET LINE BACKING OUT 37 9X PARKING SPACE T.O. CONC. @ 36 ADJACENT STONE NALI EXTERIOR PARKING SPACE T.O. SHEATHING @ RIDGE o f, 4% HATCHED kEIGON SHOWS DRIVEWAY SNOW MELT HEAT - ----- SYSTEM IN STREET RIGHT OF '13 WAY IS ON A SEPERATE ZONE BOX U_ CONC. PAVERS ENTIRE DRIVEWAY IS SHED GRADE @ BE REMOVED 40'DIA. TURNING RADIU� J CUT COLORADO BUFF T.O. SHEATHING ((b RIDGE '�' ,STONE SURROUND SET OVER CONC. SLAB T 0. FINISHED 5'SETBACK FROM STREET FOR SHRUBS, PERRENIALS/ANNUALS, 1 3 31 ) 'A' SPEN TO BE TER SERVICE LINE I ED I O'SETBACK FROM EDGE OF STREET FOR RETAINING WALLS AND OTHER PERMANENT OBSTRUCTIONS IE BOULDERS FINISHED GRADE @ ,-;OUTLINE OF EXISTING � - STRUCTURE BEING REMOVE � � � m� (2) PINES � TO ` TO � -- . SHEATHING REMOVED FINISHED STONE TVJ-t� t � . � ^ | ' T.O.FI NISHEDST N=_ � -lL �KI \� �E3�� T.O. FINISHED GRADE � � / 36 10 1/2" T.O. FINISHED S TONE / . / . � ^ BOULDERS AND WALL / MINIMUM 2SET BACK FROM ' PROPERTY LINE � T. FINISHED STONE @ ! � � 38 \ 6 '�J� N . / � u T.O. � � ~ 36'-3" \ � ' � r /.O.v«@ mr /u/ \ ` ~ 8I\VK@ 1O1 ASPEN TO 0�E REMOVED em 7' () -PROPOSED GAS LINE TO 99 � / / � / / LINE OF SIL I FENCE LIMITS OF DISTURBANCE �RIVER ROCK COBBLE TYP. AT IJ '~. �GUTTER DAYLIGHTS. PROVIDE HEAT 0 I GAS METER LOCATION PAINTED TO MATCH ADJACENT STONE ,°^L | Q) RIDGE ', | | EA u,uuSF/ J T TRACE FROM END OF GUTTER 1 0 69' 01 TURNING RADIUS LINE FROM STREET LINE BACKING OUT 37 9X PARKING SPACE T.O. CONC. @ 36 ADJACENT STONE NALI EXTERIOR PARKING SPACE T.O. SHEATHING @ RIDGE o f, 4% HATCHED kEIGON SHOWS DRIVEWAY SNOW MELT HEAT - ----- SYSTEM IN STREET RIGHT OF '13 WAY IS ON A SEPERATE ZONE BOX U_ CONC. PAVERS ENTIRE DRIVEWAY IS SHED GRADE @ BE REMOVED 40'DIA. TURNING RADIU� J CUT COLORADO BUFF T.O. SHEATHING ((b RIDGE '�' ,STONE SURROUND SET OVER CONC. SLAB T 0. FINISHED 5'SETBACK FROM STREET FOR SHRUBS, PERRENIALS/ANNUALS, 1 3 31 ) 'A' SPEN TO BE TER SERVICE LINE I ED I O'SETBACK FROM EDGE OF STREET FOR RETAINING WALLS AND OTHER PERMANENT OBSTRUCTIONS IE BOULDERS FINISHED GRADE @ ,-;OUTLINE OF EXISTING � - STRUCTURE BEING REMOVE � � � m� (2) PINES � TO ` TO � -- . SHEATHING REMOVED FINISHED STONE TVJ-t� t � . � ^ | ' T.O.FI NISHEDST N=_ � -lL �KI \� �E3�� T.O. FINISHED GRADE � � / 36 10 1/2" T.O. FINISHED S TONE / . / . � ^ BOULDERS AND WALL / MINIMUM 2SET BACK FROM ' PROPERTY LINE � T. FINISHED STONE @ ! � � 38 \ 6 '�J� N . / � u T.O. � � ~ 36'-3" \ � ' � r /.O.v«@ mr /u/ \ ` ~ 8I\VK@ 1O1 ASPEN TO 0�E REMOVED em 7' () -PROPOSED GAS LINE TO 99 BURIED PIPE AND upDOWNSPOUT �0& i ROUTE ELECTRIC LINE TO \ ' I ELECTRIC METER AT NORTH ` � ` WALL ` Vw \yA� ^ f�~ i ` � � \ / \ ' � \ � { � \ A ' � �\ OUTLINEOF STRUCTURE BEING SNOW STORAGE AREA IS 232 SF � \ \ / ' /\\ 3- ROOF RIDGE nc11,3n/ -"40v-V.m EXIST GRADE BELOW RIDGE =8236�0 ROOF HEIQHT =32' D7�Y ~ [l[) SET GENERAL NOTES: 0 n ~~ LOT SIZE >B.85S8 ACRES, EQUAL TOi8,68O8F N 1 SEE L4 LANDSCAPE PLAN FOR GENERAL LANDSCAPE, GRADING, AND EROSION CONTROL NOTES 0 2.) EXTERIOR L|QHT|NG- 1L|8HTPER1.000 SFOPLDTAREA.THEREFORE16LiBHT8AREALLOVVED. 15 EXTERIOR LIGHTS 18" ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS -� AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES. - ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON ROOF PLAN): om N � MEASURED /u TOP uF SHEATHING un TOP wr STRUCTURAL ROOF TO �— _F|NiSHEDDR EXISTING GRADE DIRECTLY IS MORE ^ 'REGTR|CT|VElOOE8NDT}NOLUDE7"|N�ULAT0NPANELS�DRAPPROX 1" ' OF COPPER SHINGLE ROOFING. ^1- ROOF RIDGE HEIGHT @ SHEATHING =O288'-S 1/2" EXISTING GRADE BELOW RIDGE =823G'-2" ROOF HEIGHT =32'-41/2" *2- ROOF EAVEHBGHT @ SHEAT =8260''O 1/2" FINISHED GRADE BELOW EAVE =D227'-11 ROOF HEIGHT =32" '10 1/2 - It FINISHED GRADE @ / - 38 FINISHED GR / k \ WOO APPDX. LOCATION OF EXISTING GAS LINE M I RIVER ROCK COBBLE TYP. AT WWII (D 1 1,01 OSED SEWE LIFT GUTTER DAYLIGHTS. PROVIDE HEAT STATION FOR BASEMENT TRACE FROM END OF GUTTER, SEWER LINE DAYLIGHT ALL THE WAY THROUGH BURIED PIPE AND UP DOWNSPOUT AND THROUGHOUT � /\ / \ � i \ \ �~' . ~ GUTTER TYP. \-~ ` ` \ � \ FINISHED GRADE @ \ , / \ SEWER U� FOR �� ^ UPPER LEVEL T0 TIE INTO \ ' ~~~ EXISTING HOUSE SEWER LINE TO EXIST SEWER _ ^ \ \ \ l[O.W, @ 38'-O" \ BD.VK@34''0' ~ \ ~ SITE PLAN \ \~!� If 1O ! \ HARD PIPE DRAIN LINE FROM WINDOW ~~~ WELL ALONG OUTSIDE oFEXTERIO FOUNDAT SLOPED AT1*r PER 1o^TO DRY WELL TYP. U \U *4- ROOF RIDGE HEIGHT HE/TlHING =82GS-81Wr EXISTING GRADE BELOW RIDGE =8237'-V° ^5- ROOF RIDGE HEIGHT @ SHEATHING =82G8'-81/4r FINISHED GRADE BELOW RIDGE =8237�V ROOF HEIGHT =32'~81N" *6- ROOF | E HEIGHT @ SHEATHING =8289'-Q1/8" EXISTING GRADE BELOW RIDGE =823V'-O" ROOF HEIGHT =31`~O1/8" US Mail OnIv: P. 0. Box 2378 Physical / Fedex: 21 Edwards Village Blvd, Bldg A Suite Al 03 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 *c ROOF RIDGE HEIGHT @ SHEATHING =82GQ�01/8" FINISHED GRADE BELOW RIDGE =B237'-11" ROOF HEIGHT =31`~1118" *8- ROOF EAVE HEIGHT @ SHEATHING, 8261'-1 1/8" FINISHED GRADE BELOW EAVE., 8229'-3 3/8" 4.) SNOW STORAGE C �Y |F DRIVE WAY |G HEATED 1OY6OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE DRIVEWAY: TOTAL HEATED DRIVEWAY AREA=2Q7OSF THEREFORE 2Q78F|S NEEDED FOR SNOW STORAGE SNOW STORAGE #i AREA= G8BF SNOW STORAGE #2AREA= 2328F TOTAL SNOW STORAGE AREA PROVIDED= 3DU SF, WHICH EXCEEDS THE RB/|G0N REQUIREMENT DF297SF. G TOTAL NUMBER OF TREES BEING REMOVED |824: Date (TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN 18 ASPENS 8 PINES Checked by Gj SEE MAIN LEVEL FLODRPLAN FOR ADDITIONAL GRADE / PATIO / Scale DRIVEWAY /WALL ELEVATION NOTES. ` LINE OF SIL I FENCE LIMITS OF DISTURBANCE �RIVER ROCK COBBLE TYP. AT S ri �GUTTER DAYLIGHTS. PROVIDE HEAT 0 0, SHEATHING Q Q) RIDGE J T TRACE FROM END OF GUTTER 1 0 69' 01 0 ( (1) PINE ' � \ � { � \ A ' � �\ OUTLINEOF STRUCTURE BEING SNOW STORAGE AREA IS 232 SF � \ \ / ' /\\ 3- ROOF RIDGE nc11,3n/ -"40v-V.m EXIST GRADE BELOW RIDGE =8236�0 ROOF HEIQHT =32' D7�Y ~ [l[) SET GENERAL NOTES: 0 n ~~ LOT SIZE >B.85S8 ACRES, EQUAL TOi8,68O8F N 1 SEE L4 LANDSCAPE PLAN FOR GENERAL LANDSCAPE, GRADING, AND EROSION CONTROL NOTES 0 2.) EXTERIOR L|QHT|NG- 1L|8HTPER1.000 SFOPLDTAREA.THEREFORE16LiBHT8AREALLOVVED. 15 EXTERIOR LIGHTS 18" ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS -� AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES. - ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON ROOF PLAN): om N � MEASURED /u TOP uF SHEATHING un TOP wr STRUCTURAL ROOF TO �— _F|NiSHEDDR EXISTING GRADE DIRECTLY IS MORE ^ 'REGTR|CT|VElOOE8NDT}NOLUDE7"|N�ULAT0NPANELS�DRAPPROX 1" ' OF COPPER SHINGLE ROOFING. ^1- ROOF RIDGE HEIGHT @ SHEATHING =O288'-S 1/2" EXISTING GRADE BELOW RIDGE =823G'-2" ROOF HEIGHT =32'-41/2" *2- ROOF EAVEHBGHT @ SHEAT =8260''O 1/2" FINISHED GRADE BELOW EAVE =D227'-11 ROOF HEIGHT =32" '10 1/2 - It FINISHED GRADE @ / - 38 FINISHED GR / k \ WOO APPDX. LOCATION OF EXISTING GAS LINE M I RIVER ROCK COBBLE TYP. AT WWII (D 1 1,01 OSED SEWE LIFT GUTTER DAYLIGHTS. PROVIDE HEAT STATION FOR BASEMENT TRACE FROM END OF GUTTER, SEWER LINE DAYLIGHT ALL THE WAY THROUGH BURIED PIPE AND UP DOWNSPOUT AND THROUGHOUT � /\ / \ � i \ \ �~' . ~ GUTTER TYP. \-~ ` ` \ � \ FINISHED GRADE @ \ , / \ SEWER U� FOR �� ^ UPPER LEVEL T0 TIE INTO \ ' ~~~ EXISTING HOUSE SEWER LINE TO EXIST SEWER _ ^ \ \ \ l[O.W, @ 38'-O" \ BD.VK@34''0' ~ \ ~ SITE PLAN \ \~!� If 1O ! \ HARD PIPE DRAIN LINE FROM WINDOW ~~~ WELL ALONG OUTSIDE oFEXTERIO FOUNDAT SLOPED AT1*r PER 1o^TO DRY WELL TYP. U \U *4- ROOF RIDGE HEIGHT HE/TlHING =82GS-81Wr EXISTING GRADE BELOW RIDGE =8237'-V° ^5- ROOF RIDGE HEIGHT @ SHEATHING =82G8'-81/4r FINISHED GRADE BELOW RIDGE =8237�V ROOF HEIGHT =32'~81N" *6- ROOF | E HEIGHT @ SHEATHING =8289'-Q1/8" EXISTING GRADE BELOW RIDGE =823V'-O" ROOF HEIGHT =31`~O1/8" US Mail OnIv: P. 0. Box 2378 Physical / Fedex: 21 Edwards Village Blvd, Bldg A Suite Al 03 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 *c ROOF RIDGE HEIGHT @ SHEATHING =82GQ�01/8" FINISHED GRADE BELOW RIDGE =B237'-11" ROOF HEIGHT =31`~1118" *8- ROOF EAVE HEIGHT @ SHEATHING, 8261'-1 1/8" FINISHED GRADE BELOW EAVE., 8229'-3 3/8" 4.) SNOW STORAGE C �Y |F DRIVE WAY |G HEATED 1OY6OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE DRIVEWAY: TOTAL HEATED DRIVEWAY AREA=2Q7OSF THEREFORE 2Q78F|S NEEDED FOR SNOW STORAGE SNOW STORAGE #i AREA= G8BF SNOW STORAGE #2AREA= 2328F TOTAL SNOW STORAGE AREA PROVIDED= 3DU SF, WHICH EXCEEDS THE RB/|G0N REQUIREMENT DF297SF. G TOTAL NUMBER OF TREES BEING REMOVED |824: Date (TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN 18 ASPENS 8 PINES Checked by Gj SEE MAIN LEVEL FLODRPLAN FOR ADDITIONAL GRADE / PATIO / Scale DRIVEWAY /WALL ELEVATION NOTES. / ' /\\ 3- ROOF RIDGE nc11,3n/ -"40v-V.m EXIST GRADE BELOW RIDGE =8236�0 ROOF HEIQHT =32' D7�Y ~ [l[) SET GENERAL NOTES: 0 n ~~ LOT SIZE >B.85S8 ACRES, EQUAL TOi8,68O8F N 1 SEE L4 LANDSCAPE PLAN FOR GENERAL LANDSCAPE, GRADING, AND EROSION CONTROL NOTES 0 2.) EXTERIOR L|QHT|NG- 1L|8HTPER1.000 SFOPLDTAREA.THEREFORE16LiBHT8AREALLOVVED. 15 EXTERIOR LIGHTS 18" ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS -� AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES. - ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON ROOF PLAN): om N � MEASURED /u TOP uF SHEATHING un TOP wr STRUCTURAL ROOF TO �— _F|NiSHEDDR EXISTING GRADE DIRECTLY IS MORE ^ 'REGTR|CT|VElOOE8NDT}NOLUDE7"|N�ULAT0NPANELS�DRAPPROX 1" ' OF COPPER SHINGLE ROOFING. ^1- ROOF RIDGE HEIGHT @ SHEATHING =O288'-S 1/2" EXISTING GRADE BELOW RIDGE =823G'-2" ROOF HEIGHT =32'-41/2" *2- ROOF EAVEHBGHT @ SHEAT =8260''O 1/2" FINISHED GRADE BELOW EAVE =D227'-11 ROOF HEIGHT =32" '10 1/2 - It FINISHED GRADE @ / - 38 FINISHED GR / k \ WOO APPDX. LOCATION OF EXISTING GAS LINE M I RIVER ROCK COBBLE TYP. AT WWII (D 1 1,01 OSED SEWE LIFT GUTTER DAYLIGHTS. PROVIDE HEAT STATION FOR BASEMENT TRACE FROM END OF GUTTER, SEWER LINE DAYLIGHT ALL THE WAY THROUGH BURIED PIPE AND UP DOWNSPOUT AND THROUGHOUT � /\ / \ � i \ \ �~' . ~ GUTTER TYP. \-~ ` ` \ � \ FINISHED GRADE @ \ , / \ SEWER U� FOR �� ^ UPPER LEVEL T0 TIE INTO \ ' ~~~ EXISTING HOUSE SEWER LINE TO EXIST SEWER _ ^ \ \ \ l[O.W, @ 38'-O" \ BD.VK@34''0' ~ \ ~ SITE PLAN \ \~!� If 1O ! \ HARD PIPE DRAIN LINE FROM WINDOW ~~~ WELL ALONG OUTSIDE oFEXTERIO FOUNDAT SLOPED AT1*r PER 1o^TO DRY WELL TYP. U \U *4- ROOF RIDGE HEIGHT HE/TlHING =82GS-81Wr EXISTING GRADE BELOW RIDGE =8237'-V° ^5- ROOF RIDGE HEIGHT @ SHEATHING =82G8'-81/4r FINISHED GRADE BELOW RIDGE =8237�V ROOF HEIGHT =32'~81N" *6- ROOF | E HEIGHT @ SHEATHING =8289'-Q1/8" EXISTING GRADE BELOW RIDGE =823V'-O" ROOF HEIGHT =31`~O1/8" US Mail OnIv: P. 0. Box 2378 Physical / Fedex: 21 Edwards Village Blvd, Bldg A Suite Al 03 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 *c ROOF RIDGE HEIGHT @ SHEATHING =82GQ�01/8" FINISHED GRADE BELOW RIDGE =B237'-11" ROOF HEIGHT =31`~1118" *8- ROOF EAVE HEIGHT @ SHEATHING, 8261'-1 1/8" FINISHED GRADE BELOW EAVE., 8229'-3 3/8" 4.) SNOW STORAGE C �Y |F DRIVE WAY |G HEATED 1OY6OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE DRIVEWAY: TOTAL HEATED DRIVEWAY AREA=2Q7OSF THEREFORE 2Q78F|S NEEDED FOR SNOW STORAGE SNOW STORAGE #i AREA= G8BF SNOW STORAGE #2AREA= 2328F TOTAL SNOW STORAGE AREA PROVIDED= 3DU SF, WHICH EXCEEDS THE RB/|G0N REQUIREMENT DF297SF. G TOTAL NUMBER OF TREES BEING REMOVED |824: Date (TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN 18 ASPENS 8 PINES Checked by Gj SEE MAIN LEVEL FLODRPLAN FOR ADDITIONAL GRADE / PATIO / Scale DRIVEWAY /WALL ELEVATION NOTES. 3- ROOF RIDGE nc11,3n/ -"40v-V.m EXIST GRADE BELOW RIDGE =8236�0 ROOF HEIQHT =32' D7�Y ~ [l[) SET GENERAL NOTES: 0 n ~~ LOT SIZE >B.85S8 ACRES, EQUAL TOi8,68O8F N 1 SEE L4 LANDSCAPE PLAN FOR GENERAL LANDSCAPE, GRADING, AND EROSION CONTROL NOTES 0 2.) EXTERIOR L|QHT|NG- 1L|8HTPER1.000 SFOPLDTAREA.THEREFORE16LiBHT8AREALLOVVED. 15 EXTERIOR LIGHTS 18" ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS -� AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES. - ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON ROOF PLAN): om N � MEASURED /u TOP uF SHEATHING un TOP wr STRUCTURAL ROOF TO �— _F|NiSHEDDR EXISTING GRADE DIRECTLY IS MORE ^ 'REGTR|CT|VElOOE8NDT}NOLUDE7"|N�ULAT0NPANELS�DRAPPROX 1" ' OF COPPER SHINGLE ROOFING. ^1- ROOF RIDGE HEIGHT @ SHEATHING =O288'-S 1/2" EXISTING GRADE BELOW RIDGE =823G'-2" ROOF HEIGHT =32'-41/2" *2- ROOF EAVEHBGHT @ SHEAT =8260''O 1/2" FINISHED GRADE BELOW EAVE =D227'-11 ROOF HEIGHT =32" '10 1/2 - It FINISHED GRADE @ / - 38 FINISHED GR / k \ WOO APPDX. LOCATION OF EXISTING GAS LINE M I RIVER ROCK COBBLE TYP. AT WWII (D 1 1,01 OSED SEWE LIFT GUTTER DAYLIGHTS. PROVIDE HEAT STATION FOR BASEMENT TRACE FROM END OF GUTTER, SEWER LINE DAYLIGHT ALL THE WAY THROUGH BURIED PIPE AND UP DOWNSPOUT AND THROUGHOUT � /\ / \ � i \ \ �~' . ~ GUTTER TYP. \-~ ` ` \ � \ FINISHED GRADE @ \ , / \ SEWER U� FOR �� ^ UPPER LEVEL T0 TIE INTO \ ' ~~~ EXISTING HOUSE SEWER LINE TO EXIST SEWER _ ^ \ \ \ l[O.W, @ 38'-O" \ BD.VK@34''0' ~ \ ~ SITE PLAN \ \~!� If 1O ! \ HARD PIPE DRAIN LINE FROM WINDOW ~~~ WELL ALONG OUTSIDE oFEXTERIO FOUNDAT SLOPED AT1*r PER 1o^TO DRY WELL TYP. U \U *4- ROOF RIDGE HEIGHT HE/TlHING =82GS-81Wr EXISTING GRADE BELOW RIDGE =8237'-V° ^5- ROOF RIDGE HEIGHT @ SHEATHING =82G8'-81/4r FINISHED GRADE BELOW RIDGE =8237�V ROOF HEIGHT =32'~81N" *6- ROOF | E HEIGHT @ SHEATHING =8289'-Q1/8" EXISTING GRADE BELOW RIDGE =823V'-O" ROOF HEIGHT =31`~O1/8" US Mail OnIv: P. 0. Box 2378 Physical / Fedex: 21 Edwards Village Blvd, Bldg A Suite Al 03 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 *c ROOF RIDGE HEIGHT @ SHEATHING =82GQ�01/8" FINISHED GRADE BELOW RIDGE =B237'-11" ROOF HEIGHT =31`~1118" *8- ROOF EAVE HEIGHT @ SHEATHING, 8261'-1 1/8" FINISHED GRADE BELOW EAVE., 8229'-3 3/8" 4.) SNOW STORAGE C �Y |F DRIVE WAY |G HEATED 1OY6OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE DRIVEWAY: TOTAL HEATED DRIVEWAY AREA=2Q7OSF THEREFORE 2Q78F|S NEEDED FOR SNOW STORAGE SNOW STORAGE #i AREA= G8BF SNOW STORAGE #2AREA= 2328F TOTAL SNOW STORAGE AREA PROVIDED= 3DU SF, WHICH EXCEEDS THE RB/|G0N REQUIREMENT DF297SF. G TOTAL NUMBER OF TREES BEING REMOVED |824: Date (TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN 18 ASPENS 8 PINES Checked by Gj SEE MAIN LEVEL FLODRPLAN FOR ADDITIONAL GRADE / PATIO / Scale DRIVEWAY /WALL ELEVATION NOTES. - It FINISHED GRADE @ / - 38 FINISHED GR / k \ WOO APPDX. LOCATION OF EXISTING GAS LINE M I RIVER ROCK COBBLE TYP. AT WWII (D 1 1,01 OSED SEWE LIFT GUTTER DAYLIGHTS. PROVIDE HEAT STATION FOR BASEMENT TRACE FROM END OF GUTTER, SEWER LINE DAYLIGHT ALL THE WAY THROUGH BURIED PIPE AND UP DOWNSPOUT AND THROUGHOUT � /\ / \ � i \ \ �~' . ~ GUTTER TYP. \-~ ` ` \ � \ FINISHED GRADE @ \ , / \ SEWER U� FOR �� ^ UPPER LEVEL T0 TIE INTO \ ' ~~~ EXISTING HOUSE SEWER LINE TO EXIST SEWER _ ^ \ \ \ l[O.W, @ 38'-O" \ BD.VK@34''0' ~ \ ~ SITE PLAN \ \~!� If 1O ! \ HARD PIPE DRAIN LINE FROM WINDOW ~~~ WELL ALONG OUTSIDE oFEXTERIO FOUNDAT SLOPED AT1*r PER 1o^TO DRY WELL TYP. U \U *4- ROOF RIDGE HEIGHT HE/TlHING =82GS-81Wr EXISTING GRADE BELOW RIDGE =8237'-V° ^5- ROOF RIDGE HEIGHT @ SHEATHING =82G8'-81/4r FINISHED GRADE BELOW RIDGE =8237�V ROOF HEIGHT =32'~81N" *6- ROOF | E HEIGHT @ SHEATHING =8289'-Q1/8" EXISTING GRADE BELOW RIDGE =823V'-O" ROOF HEIGHT =31`~O1/8" US Mail OnIv: P. 0. Box 2378 Physical / Fedex: 21 Edwards Village Blvd, Bldg A Suite Al 03 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 *c ROOF RIDGE HEIGHT @ SHEATHING =82GQ�01/8" FINISHED GRADE BELOW RIDGE =B237'-11" ROOF HEIGHT =31`~1118" *8- ROOF EAVE HEIGHT @ SHEATHING, 8261'-1 1/8" FINISHED GRADE BELOW EAVE., 8229'-3 3/8" 4.) SNOW STORAGE C �Y |F DRIVE WAY |G HEATED 1OY6OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE DRIVEWAY: TOTAL HEATED DRIVEWAY AREA=2Q7OSF THEREFORE 2Q78F|S NEEDED FOR SNOW STORAGE SNOW STORAGE #i AREA= G8BF SNOW STORAGE #2AREA= 2328F TOTAL SNOW STORAGE AREA PROVIDED= 3DU SF, WHICH EXCEEDS THE RB/|G0N REQUIREMENT DF297SF. G TOTAL NUMBER OF TREES BEING REMOVED |824: Date (TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN 18 ASPENS 8 PINES Checked by Gj SEE MAIN LEVEL FLODRPLAN FOR ADDITIONAL GRADE / PATIO / Scale DRIVEWAY /WALL ELEVATION NOTES. US Mail OnIv: P. 0. Box 2378 Physical / Fedex: 21 Edwards Village Blvd, Bldg A Suite Al 03 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 *c ROOF RIDGE HEIGHT @ SHEATHING =82GQ�01/8" FINISHED GRADE BELOW RIDGE =B237'-11" ROOF HEIGHT =31`~1118" *8- ROOF EAVE HEIGHT @ SHEATHING, 8261'-1 1/8" FINISHED GRADE BELOW EAVE., 8229'-3 3/8" 4.) SNOW STORAGE C �Y |F DRIVE WAY |G HEATED 1OY6OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE DRIVEWAY: TOTAL HEATED DRIVEWAY AREA=2Q7OSF THEREFORE 2Q78F|S NEEDED FOR SNOW STORAGE SNOW STORAGE #i AREA= G8BF SNOW STORAGE #2AREA= 2328F TOTAL SNOW STORAGE AREA PROVIDED= 3DU SF, WHICH EXCEEDS THE RB/|G0N REQUIREMENT DF297SF. G TOTAL NUMBER OF TREES BEING REMOVED |824: Date (TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN 18 ASPENS 8 PINES Checked by Gj SEE MAIN LEVEL FLODRPLAN FOR ADDITIONAL GRADE / PATIO / Scale DRIVEWAY /WALL ELEVATION NOTES. � ` � m � � \� mY'11C2" Main Level Area 2427 SF � � L� 1J'9^ 26'1V^ _�ynV SITE COVERAGE: The ratio of the total building area ofosite to the total area of site, expressed oou percentage. For the purposes of calculating site coverage, "building area cfo site" shall mean that portion ofa site occupied by any building, carport, pnrto-oochere. arcade, and covered or roofed walkway constructed at, below, nr above grade aameasured from the exterior face of the sheathing of the perimeter walls or supporting columns. For the purposes cf this definition, a balcony or deck projecting from ahigher elevation may extend over olower balcony, deck or walkway, and insuch case the higher balcony or deck shall not bo deemed o roof or covering for the lower balcony, deck or walkway. |n addition to the above, building area shall also include any portion ofo roof overhang, eaves, or covered stair, covered deck, covered porch, covered terrace or covered patio that extends more than four feet (4')from the exterior face ofthe perimeter building walls or supporting columns. NOTE: ND ROOF DVERHANS EXCEED 4/ ANYWHERE ON PROPOSED STRUTURE. Total Lot Area 15,680 SF Allowable site coverage is 20% of lot 3.136 SF Proposed Site Coverage for Lot 1 3 SF, Garage Site Coverage fromK8oinLewe 10 SF Total Site Coverage for Lot 1 3.136 SF Remaining Site Coverage O SF JAJy IV 9 1A6 , ' LOWER LEVEL AREA PLAN UNDERSIDE OF STRUCTURAL BERS FL r-V1an UNDERSIDE OFSTRUCTURAL LOWER LEVEL F|NISHE Z FLOC 'S^ V' || � ] K L *'81x�| | 131-91 | 26''O3/4^ r '41/ � _ � N. M � 25'- 10" -MEMBERS _:=,I I I ='Jil LA I UNDERSIDE OFSTRUCTURAL � cx LOWER LEVEL RNBHE 10 a u I I - El I 1: I I I I IE1 I I - I I IEEI I I= I IE1 I HEEI I =1 I 1=1 I I I I F-- J , L 111 -- AA - �-"3/8^ Basements: On the lowest level ofastructure, the total percentage of exterior wall surfaces unexposed and below existing or finished grade, whichever is more restrictive, shall be the percentage of the horizontal area of the lowest level deducted from the GRFA calculations. The percentage deduction calculations shall be rounded to nearest whole percent. The lowest level's exterior wall surface area shall be measured from the finished floor elevation of that level to the underside of the structural floor members of the floor/ceiling assembly above. For the purposes of these calculations, retaining walls and site walls shall not be considered part of the lowest level's exterior walls. LOWER LEVEL AREA CALCULATION TOTAL WALL AREA: 3Q81.i4SF COVERED WALL AREA: 3267.39 SF 328739 GF/3981.14SF=.8207 82%OF THE WALL |S COVERED. THEREFORE 18&DF BASEMENT SQUARE FOOTAGE COUNTS TOWARDS GRFA. TOTAL LOWER LEVEL |G3000SFX.18=55G.028FOF8RFA@ LOWER LEVEL U8 Mail OnIv: P.O. Box 2378 Physical / Fed 210 Edward Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 U�* � Date 11/22/10 Drawn by AG Checked by HB W A a � � � _ .' 01 V I UNDERSIDE OFSTRUCTURAL � cx LOWER LEVEL RNBHE 10 a u I I - El I 1: I I I I IE1 I I - I I IEEI I I= I IE1 I HEEI I =1 I 1=1 I I I I F-- J , L 111 -- AA - �-"3/8^ Basements: On the lowest level ofastructure, the total percentage of exterior wall surfaces unexposed and below existing or finished grade, whichever is more restrictive, shall be the percentage of the horizontal area of the lowest level deducted from the GRFA calculations. The percentage deduction calculations shall be rounded to nearest whole percent. The lowest level's exterior wall surface area shall be measured from the finished floor elevation of that level to the underside of the structural floor members of the floor/ceiling assembly above. For the purposes of these calculations, retaining walls and site walls shall not be considered part of the lowest level's exterior walls. LOWER LEVEL AREA CALCULATION TOTAL WALL AREA: 3Q81.i4SF COVERED WALL AREA: 3267.39 SF 328739 GF/3981.14SF=.8207 82%OF THE WALL |S COVERED. THEREFORE 18&DF BASEMENT SQUARE FOOTAGE COUNTS TOWARDS GRFA. TOTAL LOWER LEVEL |G3000SFX.18=55G.028FOF8RFA@ LOWER LEVEL U8 Mail OnIv: P.O. Box 2378 Physical / Fed 210 Edward Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 U�* � Date 11/22/10 Drawn by AG Checked by HB W A a � � � _ .' 01 V - �-"3/8^ Basements: On the lowest level ofastructure, the total percentage of exterior wall surfaces unexposed and below existing or finished grade, whichever is more restrictive, shall be the percentage of the horizontal area of the lowest level deducted from the GRFA calculations. The percentage deduction calculations shall be rounded to nearest whole percent. The lowest level's exterior wall surface area shall be measured from the finished floor elevation of that level to the underside of the structural floor members of the floor/ceiling assembly above. For the purposes of these calculations, retaining walls and site walls shall not be considered part of the lowest level's exterior walls. LOWER LEVEL AREA CALCULATION TOTAL WALL AREA: 3Q81.i4SF COVERED WALL AREA: 3267.39 SF 328739 GF/3981.14SF=.8207 82%OF THE WALL |S COVERED. THEREFORE 18&DF BASEMENT SQUARE FOOTAGE COUNTS TOWARDS GRFA. TOTAL LOWER LEVEL |G3000SFX.18=55G.028FOF8RFA@ LOWER LEVEL U8 Mail OnIv: P.O. Box 2378 Physical / Fed 210 Edward Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 U�* � Date 11/22/10 Drawn by AG Checked by HB W A a � � � _ .' 01 V O$ m C' X10 � X 11 —ACCESS HATCH OVER HEAD- 4 CRAWLSPI CE 0'__ STEEL COLUMN RE: STRUCT STEEL BEAM OVER HEAD RE: STRUCT. 1'- 4" 7 e_ 9 " - 1 T.O. CONC. SLAB 20'- 17/8" B.O. FLOOR JOIST ABOVE 4'- 11" ABOVE CONC. SLAB 45 1 4 CRAWLSPACE FLOOR PLAN 1/4 = 1 I 12 d 4 a ----A 1 (5.5 US Mail Onlv: P. O. Box 2378 Physical Fedex: 21 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans( Dberqlundarchitects.corn www. berglundarchitects.com Lg� p_ E Date 11/22/10 Drawn by AG/ BKW Checked by HB Scale 1/4" = 1' -Q" A- 1 77:77 - 77 , 00 �7 —ACCESS HATCH OVER HEAD- 4 CRAWLSPI CE 0'__ STEEL COLUMN RE: STRUCT STEEL BEAM OVER HEAD RE: STRUCT. 1'- 4" 7 e_ 9 " - 1 T.O. CONC. SLAB 20'- 17/8" B.O. FLOOR JOIST ABOVE 4'- 11" ABOVE CONC. SLAB 45 1 4 CRAWLSPACE FLOOR PLAN 1/4 = 1 I 12 d 4 a ----A 1 (5.5 US Mail Onlv: P. O. Box 2378 Physical Fedex: 21 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans( Dberqlundarchitects.corn www. berglundarchitects.com Lg� p_ E Date 11/22/10 Drawn by AG/ BKW Checked by HB Scale 1/4" = 1' -Q" V 2 A5.8 V 4 5 6 7 8 9 10 11 12 A5.8 A'- 2 7/8" 4' :7 1/8 —18'-7"— 11' - 5.13/16" 2'- 3 3/16" 13'- 5 13/16" 2'- 9" 5'- 10 3/16" CONC. WALL ABOVE FOR PATIO SLAB AND STAIRS CONC. WALL ABOVE FOR WATER FEATURE RE: STRUCT. AND MAIN LEVEL PLAN RE: STRUCT. 23 23 - 2 mss". •"�,. '/'/ / ' ' � ' " ' 4 4 <- ', a =. , : - a . 'a • d" 17"'O 777 &_ 7 �M 4 CONC, WALL ABOVE FOR LOW STONE WALL @ PATIO LINE OF WATER FEATURE ABOVE As RE: STRUCT. � � -,- ,. -�-"' I ' \ � , , �r - 4 Un ditio ed ,--� , ` �- - — i f �I '� — — --' / I WaW cpt) Featul re CONC. GRADE BEAMS ABOVE FOR Equi nt V ult - 6'-0" X 4-6' DOOR AS )2z) PATIO STRUCTURAL SLAB Or el i ig Height REQUIRED FOR WATER RE: STRUCT. FEATURE EQUIPMENT Le Than 5' INSTALLATION -F1 018 __L T CONC. WALL ABOVE FOR PATIO SLAB AND STAIRS RE: STRUCT. AND MAIN LEVEL r PLAN DECK COLUMNS @ PATIO ABOVE 4 d. T' 7" _J 4 ,' %I _"" T4 * J Staff Bedroom K� 01 007 T.O. CONC. SLAB E 10 _'- 0" - OUTSIDE FACE OF WALL @ MAIN LEVEL ALIGNS 32'- 10 1/2"-- 1 W/ GRIDLINE WHICH IS TYPICALLY 5" FROM FACE Owners Storage #4 OF CONCRETE. 007 f 5'T7 NOTE THICKENED CONCRETE WALL IS PROVIDE 60 I I 002 TO SUPPORT STONE VENEER AND STRUCTURAL CONCRETE PATIO SLABS ABOVE 008 E 013 0 4 C) �co �5 N 77 A US Mail OnIv: P. O. Box 2378 Physical Fedex: 21 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 h a ns(o u nd architects. com www. berglundarchitects.com <1 TA4.51 Staff Bat room # T- 2 3/4" I I 1 I A4.2 2 \A4�5 A CRAWLSPACEO-N torage f 9 4 FINAL DRB SUBMITTAL :- 015 T.O. CONC. @ 26' 3" Oil am Lo e Room T.O. FINISH @ 26' - 3 3/4" 0=25 Lo W d UP 2'- 9" 3'- 0" 5 r 'j 4 f (A �52 M W 006 > A 110 1 �0 I _ oa5 006 007 3'- 01/16° 1— Lund Ro —W _10 I? C 01 ' �2 To Elevator on4ol der Ir Closet/Room 005 c AV Equip. 006 o— �n KO:8] w < 0 009 04 W A5:3 003 W L 00 f- 7'- 4" LO 5' -_0 4 St a L ving oom 012 - - UPPER CABINETS V �E Owners Storage #3 Owners Storage #2 0 11 Owners Storage #1 TREW,H DRAIN 114" 12". REF. 9 RI WINDOW SILL @ 303" 8 TREADS @ V-0' N I SERS a. T.O.W. @ 33'-0' 41 T.O. LANDING @ 28'- 1 1/2 O VI B.O.W. @ 29'-0" ui SHELVES 017 fl„ 4; 3'- 0 5/8" 4 - Gardl�n and �i HATCH DOWN FOR TYPE, LOCATION AND NUMBER OF FIXTURES. 0 TOTAL EXTERIOR LIGHTS MOUNTED MORE THAN 18" ABOVE GRADE AT THIS LEVEL (5) TYPE D LIGHTS PROVIDED @ THIS LEVEL 5 TOTAL EXTERIOR LIGHTS MOUNTED LESS THAN 18" ABOVE GRADE AT THIS LEVEL 0 2 4 8 16' LOWER LEVEL FLOOR PLAN 1/4 = 1' -0" ------------- 4" 0 1 = 9 7 ------------ 7"1 9 "',PM e C � nic I Room 014 a� 020 AA 0 ' � l CQ - 4 Staff room #1 4. 009 �01 6] � �' °. DECK COLUMNS @ PORTE COCHERE ABOVE Staff Bathro O � � 017 GENERAL I I _00') 2 NOTES: 9 1) EXTERIOR LIGHTING: D L .9 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 15 LIGHTS ARE ALLOWED. 15 4 1 1; _Vj'-w '\\ EXTERIOR LIGHTS 18" ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND P LANS co N.W96"Rom 1 ssi 7 ' `' ' \\ '` \' -_'� V _'" �\` \�,,.� / / ....n,,,,,,, "*+.'r`''�.'..+." -- ----- `; F A. T.O. WALL @ 36' 4 - FINISHED GRADE @ \ . ............. ......... ... .. 7 4 FINISHED GRADE @ 36 - 10 Iii E F r IkI T.O. WATER 36 " BERGLUNI N F" . ..... < ' ARCHITECTS, 1-1-114- --F (,...� � A4.1 A4.4 9 E 10 11 TOW @39 3 101/ 2 18'- 7"' 11'- 513/16" 6 13'- 513/16' T- 9" 2' - 9" f 5' 103/16 " " rJ 4' E mum. @ JID D US Mail Only: P. Box 2378 FINISHED GRADE @ DN Physical Fedex: Bldg A 21 Su E e A103 dwards N, PLANTING 2/- F F Village , it 35'- 0" F Edwards, Colorado 81632-2378 ...... . ... ... (970) 926 4301, Fax: 926 4364 ........... . .......... 17 — hans(aberq x T.O. STONE @ lundarchitects.com % www. berglundarchitects.corn E WATER FEATURE T.O. STONE 38' 5 1/2"� i. 0 " PLANTING T.O. WATER @ 38'4" 38'- 4 1/2" V T.O. STONE ---1-*'FINISHED GRADE @ V . T.O. V @ 39'-10 112 38 5 3 " 2'- 7 B.O.W. @ 37'- 0" FINISHED GRADE @ 34'- 6"_ 7 .. Zlix I I . Uj T.O. DN _III STONE @ D D C�N�\ .-T.O. STONE @ ............ — . D .. .... ... . .. D-� D— PROPOSED WATER FE �Rs FEATURE FIRE 6 1/�' T.O. STONE @ -3� EQUIPMENT VAULT AND PATIO I I� ___:_FURNITURE STORAGE. SEE` .......... - 106 . ............. LOWER LEVEL P LAN FOR 113 S M AX \D MORE INFORMATION, 60" /I�' D ;CEILING HEIGHT T.O. STONE @ D D EXT. CAN MTD, IN CEILING ABOVE FINISHED GRADE @ 104 Uj 38'- 6 1/4" OD F L' f e4 e ��37'1 114" .......... 4 — C- MAN 7r . ...... 47 EXT. CAN MTD. IN CEILING ABOVE i r Bedroom Maste D GRADE @ FINISHED 0 W BBQ 108 35'- 0" LO N FINISHED GRADE W A 36'- 0" .... ........ .............. co Great om t CO tA I UAN MTD. IN T.O. STONE CEILING ABOVE — --j'l 1 7� Q @ 118 110 .......... 12 R u 101 Are 0 Ore T.O. 9 38'- 8 1/2" N A W 1/2" z LL ri 09) < T.O.W. @ 38' 4 A4.2 � E - B.O.W. @ 34 - 0" E < 1 A4 5 LL F- ---- -- TILE CARPET W r% X, 08 PIVOXI-6SURE-CLOSE SLO W Y < .......... 24" UNDER COUNTER WINE COOLER .. . ......... - F 5 1QD 103 UP _j 1 �17 Master Bathro \ om I? 0 V Ir W j Powd Roo i X c) 9 Entry Q 1 D 11 1 :5� 1, > A 10 Eldvp�or FINISHED GR 101 .1 1 - 48 ° REF , I itche M7] U) U) ------- = i- _,,%; j Q� o— HOOKS W1 CUBBIES ABOVE 36'- 0" W< El 0:8] N - I A5.3 W W DN 9 104 W— I.O.W. @ 39' r- (0 U) U) EO — — — — — — — — N " W ¢ ° C11 3 12 D CQ 04 viud Ro WARMING DRAWER z W 109 M C T.O. LANDING @ 1 DO2 T.O. FINISH @ 38'- 9 314" 1� A5.4 29'- 5 1/4" CO/ \� CUBBIES A4.2 Master Clbset.,- Dining Ro T.O. GYP. @ 38'- 9" RECYCLING Q�— 4 - T 1 N12 \1 \ I . . .................... i 1Q2 2 T.O. Y .... BOOT DRYER --7-4 TRASH COMPACT. 10 D 3'- 7 1/2" A4.5 1 @ 8 , — IV!" --Pan A �- L try -4- C pw -rr-rr!T �--/ __/ - I —I – F1O ................ FINAL DRB SUBMITTAL CK L X j oio 123 (]1 �31 123 T W W T Cl) XN . . ...... .... JB FINISHED GRADE @ L. FINISHED GRADE-6 � � � 119 D T.0 .@3 38'- 11 A A A: J.O.STONE@ 38'- 1 1/2" B.O. A. @ 29'- 0-L T.O. SL T.O. . WALL @ T.O. C WALL . ------- I L b� TYPE A LIGHT MOUNTED IN CEILING ABOVE 38'-0 CONC. 4' T FINISHED GRADE @ � 39 - b 39 .0. STONE (a) > 1t , - -v —c E 38'- 8"; 00 125 - 1` , T.O.W. @ 39'-8" ....... ... FINISHED GRADE @ T.O. SLAB @ 38'- 7 1/2"' 38'- 8 3/4" B.O.W. @ 35 10" 126 FINISH C\i DN D 38'- 3" 127 T.O. @ ......... T.O. CONC. WALL @ 38 1/2" AA T.O. STAIR @ 3 7 FINISHED GRADE @ FINISHED GRADE @ co ELECTRIC METER LN,'NTION 38'- 5 1/4" T.O.W. @ 38 - 0" 37'- 9 FINISHED GRADE @ ......... ..... 0 38 3" -Afl I B.O.W. @ 34 - 0" Garagb --- -------- on o ........ .. "woo 15 FINISHED GRADE @ 13 FINISHED GRADE @ GENERAL NOTES: . . . . . . 36" - A Z) . ...... 38 -3 37' - 3" F LIGHT WE L @ 28'- 0" 1) EXTERIOR LIGHTING: ............... 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 15 LIGHTS ARE ALLOWED. 15- T.O. STONE T.O. STONE @ �0- T. STONE (g 36 " -2 EXTERIOR LIGHTS 18" ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND i '- " A4.6 ....... ....... PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES. , . - 38 - 3" ji ...... .. .. ............ 38 3" D \(3) TYPE A LIGHTS PROVIDED @ THIS LEVEL D REVISION A5.5 (2) TYPE B LIGHTS PROVIDED @ THIS LEVEL,, ` 121 20 �� V V I.U.,'j STONE (4) TYPE C LIGHTS PROVIDED @ THIS LEVEL D I D D �-�l D T.O. SLAB 11/22/10 35' Date ... ..... . ............ N D -83 Drawn by AG FINISHED GRADE @ 38' 9 TOTAL EXTERIOR LIGHTS MOUNTED MORE THAN 18" ABOVE GRADE AT THIS, 0" D Checked by HB F . ............... . ...... D 77 AG , 38' F D--- D. cale D D S � I FOUNTAIN 1/4 i T.O.W @ 36'-9"- T.O. DRIVE @ T.O. DRIVE @= — ,-)VV- .� ' I N w n. T � ....... . .. - LIGHT WELL @ 4 - 2' 38'- 8"' Y ( „ � _ x I -------- BO STAIR @ 36 - 2 A4.1 A4.4 . . M Alt LEVEL bN Q, ,A F T.O. DRIVE @ X , I L �" E I\ F L�) R P L AM FLOOR .0. STAIR 8" T.O.W. @ 39'-2"' 38'- 112,011 I I _D - D &O�W. E E /PLAN -2' o B.O.W. @ 38'- 7" 16' FINISHED GRADE N .......... Q' A3.2 2 1 4 8 MARKER LOCATIO 1U 37 - 9"' ADDRESS M N ER AS METLOC ER LO D RAWERS �O5 D SHELVES 1 v , \\ I'll Z A (D -.1- z SHELVES C lo set set #4 Powder Room Family Room 208 207 A5. .......... GL HANGING DBL HANGING SHELVES S _ OPEN RAIL D HELVES e- OPEN RAIL 9 RISERS 7 3/8" TILE Woo EL TREAD 2 s @ 1'-0", droom #4 A OathroC6 32" HIGH I P03] C OUNTER 32" H GH COLIN ER 2 204 Z 0 21 I I u T.O. FINISH I I (D I / 1 3: 136 207 i MAKE UP I 1 @ 52' - 3 3/4" 1 1, 1 0 z HIGH --- )FINAL DRB SUBMITTAL 1 23 23 COUNTER F MAKE UP co DRAV (ERS� 213� j D D W B 0" WOOD TILE 0 2 L'� s X— 219 2'- 21 217 DRAWE#6 W T.O. STONE @ 5 3: ath room 1 -1W Bathroorn #5 - 0" 216 1/2" 3' e- .......... 2 1214 WOOD TILE ............ 3: S 2J3 TYPE A LIGHT IN SOFFIT ABOVE N 2=1 8 LA AA X aS L 219 00 ap C ... /z �ed oom #6 Bedroom #5 15 9 GENERAL NOTES:.' A4. 00 1) EXTERIOR LIGHTING: REVISION .5 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 115 LIGHTS ARE ALLOWED. 15 A5 EXTERIOR LIGHTS 18!' ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS Date FOR TYPE, LOCATION AND NUMBER OF FIXTURES. 11/22/10 Drawn by AG .... ......... - TYPE ALIGHTS PROVIDED @THIS LEVEL . ........... h HB cke by LEVEL - TOTAL EXTERIOR LIGHTS MOUNTED MORE THAN 18" ABOVE GRADE AT THIS LEVEL Scale A 1/4" 1 1-0 • 777777� (4) TYPE B LIGHTS PROVIDED @ THIS LE A4.1 A4,4 ...... ....... . ... UPPER 21 7 2`15 S Q t LEVEL u\\ UPP� LEV L FL OR PLAN 'R 1/4" T- j FLOOR sllll SG HANGING 7 D of 2 4 8 16' 2 N - -Etipvator 7'- 2 3/4" v .......... GL HANGING DBL HANGING SHELVES S _ OPEN RAIL D HELVES e- OPEN RAIL 9 RISERS 7 3/8" TILE Woo EL TREAD 2 s @ 1'-0", droom #4 A OathroC6 32" HIGH I P03] C OUNTER 32" H GH COLIN ER 2 204 Z 0 21 I I u T.O. FINISH I I (D I / 1 3: 136 207 i MAKE UP I 1 @ 52' - 3 3/4" 1 1, 1 0 z HIGH --- )FINAL DRB SUBMITTAL 1 23 23 COUNTER F MAKE UP co DRAV (ERS� 213� j D D W B 0" WOOD TILE 0 2 L'� s X— 219 2'- 21 217 DRAWE#6 W T.O. STONE @ 5 3: ath room 1 -1W Bathroorn #5 - 0" 216 1/2" 3' e- .......... 2 1214 WOOD TILE ............ 3: S 2J3 TYPE A LIGHT IN SOFFIT ABOVE N 2=1 8 LA AA X aS L 219 00 ap C ... /z �ed oom #6 Bedroom #5 15 9 GENERAL NOTES:.' A4. 00 1) EXTERIOR LIGHTING: REVISION .5 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 115 LIGHTS ARE ALLOWED. 15 A5 EXTERIOR LIGHTS 18!' ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS Date FOR TYPE, LOCATION AND NUMBER OF FIXTURES. 11/22/10 Drawn by AG .... ......... - TYPE ALIGHTS PROVIDED @THIS LEVEL . ........... h HB cke by LEVEL - TOTAL EXTERIOR LIGHTS MOUNTED MORE THAN 18" ABOVE GRADE AT THIS LEVEL Scale A 1/4" 1 1-0 • 777777� (4) TYPE B LIGHTS PROVIDED @ THIS LE A4.1 A4,4 ...... ....... . ... UPPER 21 7 2`15 S Q t LEVEL u\\ UPP� LEV L FL OR PLAN 'R 1/4" T- j FLOOR sllll SG HANGING 7 D of 2 4 8 16' 2 N 0 00i T.O. =SHEATHING (a) RIDGE" 69'- 0 1/8" O O O CV