The URL can be used to link to this page

Home My WebLink AboutB08-0145 Plansk T -. Inc. Architects & Planners 333 B eaver R oad Post Office Boa 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general@vagarchiteets eom 90 Benchmark Road Suite 202 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Surveyor: hnson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/Electrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal f� Revisions: milk Issue Dates: 0 03.24.08: DRB Submitt 03.28.08: DRB Submitt "M" 04.01.08: Pricing Set "04.16.08 :DRB /Tech Revi ,.. 05.12.08: Building Peru Sheet Title: a i • a Project No: ,115.12.08 Packa 2725.00 Sheet No: AO*O 0 2007 V 4g Inc AmhitmN &. Pl=, B uilding Perm it Set VAg, Inc. Architects & Planners Post Office Box 2734 Vail CO 82658.2734 (970) 949.7034 fax: (970) 949.8134 email: general@vagarchitects.com 90 Benchmark Road Suite 202 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Surveyor: hnson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970949.7768 Mechanical/Electrical Enzineerin¢: MKK Consulting Engineers, Inc. 303,769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal Revisions: I all Issue Dates: C" 03.24.08: DRB Submitt L" 03.28.08: DRB Submit# 'IM" 04.01.08: Pricing Set 11 04.16.08 :DRB1Tech Revi 05,12.08: Building Perix Sheet Title: In de x Sheet And • i ' • Project No: 2725.00 Sheet No: AO*01 0 2407 VAg Inc Ax.hit ft & Planners � r�s�kfi 5`�t" LEGEND GENEfRAL NOTE5 i INIDEX OF IDfRAWING;5 A AB AMPERE ANCHOR BOLT MATL MAX MATERIAL MAXIMUM rsatht LEVEL FLOOR 12LAAI DRAWING TITLE ASSEMBLY 4 SYSTEM DIAGRAM KEY 1. DO NOT SCALE DRAWINGS, GENERAL- ACOUS ACOUSTICAL) MEGH MECHANICAL 2. NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES OR CONFLICTS IN THE DOCUMENTS PRIOR TO AO.00 COYER SHEET AO.01 INDEX AND GENERAL NOTES AFF ABOVE FINISHED FLOOR MED MEDIUM (� DEMOLITION, CONSTRUCTION, OR ALTERATION OF EXISTING OR NEW STRUCTURES. AO.02 TOPOGRAPHIC SURVEY ALT ALTERNATE MFR MANUFACTURE(R) 0 ALUM ALUMINUM MH MANHOLE , � j 3. DIMENSIONS ARE FROM FAGS OF STUD TO FACE OF STUD, CENTERLINE OF STRUCTURAL COLUMN, AND /OR FACE ©003 GROSS RESIDENTIAL FLOOR AREA AO.04 51TE COVERAGE ARCH APPROX ARCH(TECT(URAL) APPROXIMATE MIN MISC MINIMUM MI5CELLANEOU5 r �• ( OF CONCRETE FOUNDATION WALLS, UNLESS NOTED OTHERWISE. A0.05 ROOF HEIGHT CALCULATIONS A5F ABOVE STRUCTURAL FLOOR MTG MOUNTED ENLARGED DETAIL BUBBLE '`i' -��' .= � `.� c 4. ALL ANGLES ON PLANS ARE 90 OR 45 DEGREES, UNLESS NOTED OTHERWISE. A0.06 CONSTRUCTION STAGING PLAN ATTEN ATTENUATION MTL METAL ,j' y (Y W 5. COORDINATE ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO FIT WITHIN CEILING AND WALL LANDSCAPE: 5D BKG BOARD BACKGROUND N N/A NORTH NOT F F CAVITIES /SPACES. REFER TO THE BC( J015T MANUAL FOR MAXIMUM TRUSSED JOIST PENETRATION SIZES. L -I DRAINAGE PLAN 51-K .APPLICABLE FL FF =I REVIEW P0551BLE CONFLICTS WITH ARCHITECT OR GENERAL CONTRACTOR PRIOR TO INSTALLATION FOR L -2 LAYOUT PLAN BLDG BLOCK BUILDING NIC NO NOT IN CONTRACT NUMBER �i -00 BUILDING SECTION TAG �__ -- __ µ DETERMINATION OF PROPER COURSE OF ACTION, L -3 PLANTING PLAN SLKG 5M BLOCKING NOM NOMINAL - -� 1 (o. PROVIDE ALL NECESSARY BLOCKING IN STUD CAVITIES IN WALLS AND CEILINGS. LOCATIONS INCLUDE, BUT L -4 LIGHTING PLAN L -5 IMPERVIOUS/ LANDSCAPE COVERAGE 50T BEAM BOTTOM NTS NOT TO SCALE i ARE NOT LIMITED T0, TOILET AND BATH ACCESSORIES, WALL AND CEILING MOUNTED ELECTRICAL EQUIPMENT, L_ro REVEGETAfi10N PLAN _ WINDOW TREATMENTS, MANTELS, CLOSET RODS, CABINETRY, GOUNTERTOP5 AND FALSE BEAMS. 5/0 BOTTOM OF cc, ON CENTER(5) 0 BRG BEARING OD OUTSIDE DIAMETER _ _ -- ELEVATION DRAWING TAG A 1. ALL STEEL LOCATED BELOW GRADE TO BE COATED WITH BITUMINOUS DAMPPROOFING. ARCHITECTURAL BRKR BREAKER OH OVERHANG -00 BTU 5RIT15H THERMAL UNIT OPP OPPOSITE 8. UNLESS OTHERWISE DIMENSIONED: CENTER DOOR AND WINDOW OPENINGS, PLUMBING FIXTURES, ELECTRICAL A2.01 LOWER LEVEL FLOOR PLAN A2.02 MAIN LEVEL FLOOR PLAN RUTH BTWN BTU PER HOUR BETWEEN OSF 055 OUTSIDE FACE ORIENTED STRAND BOARD = WALL ASSEMBLY DEVICES, HVAC DEVICES, ETC., DIRECTLY BETWEEN INTERSECTING WALLS. MAINTAIN A MINIMUM OF ro" FROM A2,03 UPPER LEVEL FLOOR PLAN BUR BUILT UP ROOFING OZ OUNCE(5) T /O PL. �U�D INTERSECTING WALLS TO WINDOW AND /OR DOOR OPENINGS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. A2.04 ROOF PLAN EL +100' -Off FLOOR ELEVATION TAG O = ROOF ASSEMBLY 9. COORDINATE WITH GEOTECHANICAL, CIVIL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR A3 BUILDING EXTERIOR ELEVATIONS C C/C CONDUIT CENTER TO CENTER P PL POLE PLATE a = EXTERIOR FINISH SYSTEM SPECIFICATIONS, ENGINEERING, SPACING, ETC. ARCHITECTURAL DRAWING DIMENSIONS GOVERN. NOTIFY -01 ,4,3.02 BUILDING EXTERIOR ELEVATIONS GFM CHNL CUBIC FEET PER MINUTE CHANNEL PERP PLYWD PERPENDICULAR PLYWOOD Eq =FLOOR ASSEMBLY ARCHITECT OF ANY DISCREPANCIES. A3,03 BUILDING EXTERIOR ELEVATIONS A3.04 BUILDING PARTIAL EXTERIOR ELEVATIONS 10. REFER TO THE A5'5 FOR FOR ALL CONSTRUCTION A55EM5LY INFORMATION, CJ GKT CONTROL JOINT CIRCUIT PLUMB PNT PLUMBING PAINTED GRID TAG fiE = FLOOR FINISH SYSTEM A4.0( BUILDING SECTIONS I1, THESE DRAWINGS REPRESENT BUILDING CORE AND SHELL CONSTRUCTION INFORMATION. ANY FINI6HE5 OR A4,02 BUILDING SECTIONS CL CLG CENTER LINE CEILING PPL PREFAB PROPERTY LINE PREFABRICATED = CEILING FINISH SYSTEM 1 FIXTURES SHOWN ARE FOR GRAPHIC LOCATION PURPOSES ONLY. A4,0 BUILDING SECTIONS CLOS CLOSET PRO PROJECTION PLAN 12. SURVEYOR TO VERIFY PROPOSED STRUCTURES SHALL NOT IMPEDE OVER ANY EASEMENTS, SETBACKS, A5,01 WALL ASSEMBLY DETAILS CO CLEANOUT PRY PRESSURE RELIEF VALVE REFER TO A5 SERIES DWG5 FOR HOME51TE OR BUILDING ENVELOPE BOUNDARIES. NOTIFY ARCHITECT OF ANY DI5REPANCIE5. A5.02 WALL ASSEMBLY DETAILS COL GONG COLUMN CONCRETE P5F P51 POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH NORTH ARROW DESCRIPTIONS OF SYSTEMS AND 13, A5.03 EXTERIOR FINISH, ROOF, CEILING, ASSEMBLY DETAILS CONT CONTINUOUS, CONTINUE PVC POLYVINYL CHLORIDE ASSET IBLIE5 MECHANICAL ROOM, ATTIC, AND CRAWL SPACE VENTILATION 15 THE RESPONSIBILITY OF THE MECHANICAL AE704 FLOOR AND FINISH FLOOR A55EMBLY DETAILS CONTRACTOR AND TO BE PER ALL APPLICABLE CODES, CORR CORRUGATED PW POTABLE WATER CMP CORRUGATED METAL PIPE RM UPPER 14, FOUNDATION DESIGN 15 BASED UPON A APRIL 30, 2008 SOIL S REPORT PREPARED BY NEPWORTH- PAWLAK A&.01 LOWER LEVEL REFLECTED CEILING PLAN Aro•02 MAIN LEVEL REFLECTED CEILING PLAN CMU CPT CONCRETE MASONRY UNIT CARPET QT QTY QUARRY TILE QUANTITY RM GEOTECHNICAL, INC. (RE: STRUCTURAL GENERAL NOTES). CURRENT SOILS CONDITIONS MUST BE A&.03 UPPER LEVEL REFLECTED CEILING PLAN DOWER ROOM NUMBER TAG SPECIFICALLY STUDIED AT ACTUAL FINAL BUILDING LOCATION. CT CERAMIC TILE CU CUBIC R RISER A - 1.01 LOWER LEVEL FLOOR FIN15H PLAN CW COLD WATER RCP REFLECTED CEILING PLAN A MAIN LEVEL FLOOR FINISH PLAN X CROSS RD ROOF DRAIN A1,03 UPPER LEVEL FLOOR FINISH PLAN RE REFERENCE D DEEP /DEPTH REF REFRIGERATOR 001 DOOR TYPE TAG A9.01 ROOF DETAILS DHW DOMESTIC HOT WATER REINF REINFORCE(D), (ING) A9.02 DOOR SCHEDULE, TYPES 4 DETAILS D TAG DIAGONAL REQ REQUIRED A9.03 DOOR DETAILS DIAM DIAMETER REV REVISION A9.04 DOOR DETAILS D(APH DIAPHRAGM RM ROOM WINDOW TYPE TAG A9,05 WINDOW TYPES 4 SCHEDULE DTL DETAIL RO ROUGH OPENING A9.06 WINDOW DETAILS Dll1G DRAWING RS ROUGH SAWN A9.07 WINDOW DETAILS A9.08 PLAN/ SECTION DETAILS E EAST 5 SOUTH laJ1 WALL TYPE TAG A9,09 SECTION 4 RAILING DETAILS EA EACH 5G SOLID GORE A9.10 THRESHOLD DETAILS ELEC ELEV ELECTRICAL) ELEVATIONS /ELEVATOR SCH SD SCHEDULE STORM DRAIN STRUCTURAL EMBED EMBEDMENT SECT SECTION EM EMERGENCY 5F SQUARE FEET REVISION CLOUD CD 52.01 FOUNDATION PLAN EQ EQUAL SHTG SHEATHING 62,02 MAIN LEVEL FRAMING PLAN EQUIP EQUIPMENT SNT SHEET 52.03 UPPER LEVEL FLOOR 4 LOW ROOF FRAMING PLAN EWG ELECTRIC WATER COOLER 5(M SIMILAR 5204 ROOF FRAMING PLAN EXG EXISTING SPEC SPECIFICATION(S) 53.00 GENERAL NOTES 4 DETAILS EXP EXPANSION 5Q SQUARE 53,01 GENERAL NOTES 4 DETAILS EXT EXTERIOR STD STANDARD REVISION TAG A 54.01 FRAMING SECTIONS 4 DETAILS STIFF STIFFENER 55.01 FRAMING SECTION 4 DETAILS FD FLOOR DRAIN STL STEEL FDN FOUNDATION STMP STAMPED FF FINISH FLOOR STN STONE �� BREAK LINE FG FIBERGLASS 5TOR STORAGE FH FIRE HYDRANT STRUCT 5TRUCTURE(AL) FIN FINISH 5U5P SUSPENDED X: 12 FL FLOOR _ ROOF SLOPE TAG 5 FLG FLANGE TC TEMPERATURE CONTROL FLUOR FLUORESCENT THK TH(CK(NE55) FT FEET THRU THROUGH FTG FOOTING TFF TOP OF FINISH FLOOR e ► STAIR DIRECTION LEADER T/O TOP OF G 6A5 T05 TOP OF BEAM GA GAUGE TOC TOP OF CONCRETE GAL GALLON TOW TOP OF WALL GAL V GALVANIZED TR TREAD GI GALVANIZED IRON TRANS TRANSVERSE GL GLASS TS TUBE STEEL GR GRD GRADE, GRADING GROUND TSF Tee TOP OF STRUCTURAL FLOOR TOP OF STRUCTURAL SLAB t *IA TEfR I AL5 CO A f = " 0J C GW5 Y G PSUM WALL BOARD TYP TYPICAL GYP GYPSUM UG UNDERGROUND NB H05E 515E UL UNDERWRITER'S LAB BUILDING LOCATION: HG HDO HOLLOW CORE HIGH DENSITY OVERLAY UNO UNLESS NOTED OTHERWISE =I - - I = EARTH I 1 -! I 1 - III - I 1 I - )! ( - I I r SOUND BOARD PHYSICAL ADDRESS - 333 5EAVER DAM ROAD OWNER- PAUL AND ANNETTE 5MITH M / / P M<< ENGINEERING HDPE HIGH DENSITY POLYETHYLENE V VOLT LEGAL DESCRIPTION - VAIL VILLAGE, FIRST FILING, LOT 41, COUNTY OF EAGLE, COLORADO 9422 MAYBERRY ST. ENGINEER: I o00 East Orch HT HK HEIGHT HOOKS) VB V5 VAPOR BARRIER VINYL BASE / // / FILL \� GLASS PARCEL NUMBER - 21010111200ro OMAHA, NE (`0 8114 Road . S hii te 2 50 -5 (402) 392.3822 G reenwood V illaee, CO HORZ HORIZONTAL PERT VERTICAL /\ / � ,/\ BUILDING DESGRfPTION: HP HIGH POINT VEST VESTIBULE �- fx (402) X09 1,9 -12`1 aoill Q>111 HPWR HORSE POWER VI VERIFY IN FIELD SINGLE FAMILY 3 STORY RESIDENTIAL W/ LOWER LEVEL WALKOUT AND ATTACHED 3 CAR GARAGE - 1�3Ea.�oSC�Q)Q� HR HOUR : CORRUGATED WOOD AND STEEL FRAME CONSTRUCTION ON CAST -IN -PLACE REINFORCED CONFCRETE FOUNDATIONS HW HOT WATER W WEST/UlATER/W1DE/W1DTN - .. .. • t CONCRETE METAL TYPE R -3: N -B GONSTRUGT(ON TYPE, AS PER 2003 (NTERNATIDNAL RESIDENTIAL CODE fX (303) 428.3408 HW(- NOT WATER CIRCULATION W/ WITH AUTOMATIC SPRINKLER SYSTEM AS PER NFPA 13R AND INTERNATIONAL FIRE CODE Contact: CRAIG WATTS HDW H 4V HARDWARE HEATING 4 VENTILATION W/O WD WITHOUT WOOD o 0o ao�oo� GRAVEL COPPER A :, :f', SHINGLES G�zENERAL DOLAN CONSTRUCTION INC. INTERIOR WORTH INTERIORS WC WATER CLOSET � �°�CX? ° 17771 PERMIT CALCULATIONS: CONTRACTOR: P.O. Sox 2 DESIGNER: 3534 IN INGL INCHES INCLUDE WP WWF WATERPROOFING) WELDED WIRE FABRIC ACREAGE OF L OT = 0.880 ACRES (38,332.8 5F) CO 81 32 o n, CO 81 BOX Ed w a rds, A Av 20 INFO INFORMATION ASPHALT , SPANISH LOT COVERAGE (ROOF W/ OVERHANGS) = 5,948 SF (9 92 &.8054 (9`I0) 949.9 - 124 INSUL INSULATION /INSULATING 7 TILE � IMPERVIOUS COVERAGE = 6,185 SF fx (9 92.8055 fx (910) 949.4252 1NT INTERIOR TOTAL FLOOR AREA OF STRUCTURE = 11,512 SF INCLUDING GARAGE Contact: CHARLES DOLAN Contact: DANA HUGO JG JT JANITOR CLOSET JOINT C ONCRETE BLOCK f C NETRY � �i' MAXIMUM HEIG©T STRUCTURE ABOVE GRADE = 32 FT KV KILOVOLT PARKING= 5 SPACES KVA KILOVOLT AMPERE BRICK NEW WOOD ARCHITECT: V A Inc, Architects 4 Pl g STUD WALL r INFORMATION IS BASED UPON SPECIFIC CRITERIA NOT NECESSARILY DEC =INED HEREIN. INFO��MATION PO BOx 1 LAY LAVATORY DEEMED RELIABLE BUT NOT GUARANTEED. Vail, CO 8i&58 L5(5) LT POUNDS L OW uPQ(NT STEEL METAL STUD WALL fx (910) 949.8134 LVR LOUVER Contact: MELI BAUM ALUMINUM zw _ EX16 ZL Z4 CON STRUCTION -� r --- - - - - -- - -- __ -__- STRUCTURAL MONROE 4 NEWELL - " -3- �- --"- WOOD (ROUGH) - DEMOLITION ENGINEER: - IO BENCHMARK ROAD, 204 CONSTRUCTION P.O. BOX 15`3 - 1 Avon, CO 81 &20 WOOD (FINISHED) ( 949.7 fx ( 949.4054 _ Contact: HANNES SPEAR PLYWOOD i A 115 � PLASTER/GWB/ STUCCO ARCHITE .O. rN(TE BOx • i Avon, CO 8l (0 20 p ACOUSTIC TILE fx (9 2 &2.2162 f Contact: SCOTT S ONES CERAMIC /QUARRY Lllll TILE f _ MARBLE STONE O T �I yil t v GRANITE THE DATUM REFERENCE FOR THIS PROJECT 15 AT THE MAIN LEVEL_ 5ATT INSULATION The drawings, specifications and other documents prepared by the Architect (Vail Architecture group, Inc.) for ARCHITECTURAL REFERENCE ELEVATION = el. +100' -0" the Project are instruments of the Architect's service for use solely with respect to this Project and, unless WHICH CORRELATES TO U.S.G,S, ELEVATION = el. +1 -Co" otherwise provided in writing, the Architect shall be deemed the sole and exclusive author of these documents n mrr rmr SURVEY ENGINEERING INFORMATION PREPARED THROUGH THE OWNER and shall retain, without [imitation, all common law, statutory and other reserved rights, including the copyright Al '� '�T'�' RIGID INSULATION VIA "JOHNSON, KUNKEL and ASSOCIATES ", dated "AUGUST 15, 200"f" hereof. No p erson, whether having come r into p ossession hereof or otherwise, shall employ p g g y p p y these ! documents on any other project, nor for additions to this Project nor for the completion of this Project by others, unless with the prior express written consent of the Architect and upon appropriate compensation to the Architect in an amount and kind satisfactory to the Architect. The Architect expressly claims all proprietary WOOD SHAKES Ij Ll �I rights in the material which is issued in confidence for design and / or construction purposes of this Project as �' II II _ Il Il 1 II II I( noted. These materials may not be cooled, modified, nor employed in any way without specific prior written consent and permission of the Architect. VAg, Inc. Architects 4 Planners All rights reserved. VAg, Inc. Architects & Planners Post Office Box 2734 Vail CO 82658.2734 (970) 949.7034 fax: (970) 949.8134 email: general@vagarchitects.com 90 Benchmark Road Suite 202 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Surveyor: hnson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970949.7768 Mechanical/Electrical Enzineerin¢: MKK Consulting Engineers, Inc. 303,769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal Revisions: I all Issue Dates: C" 03.24.08: DRB Submitt L" 03.28.08: DRB Submit# 'IM" 04.01.08: Pricing Set 11 04.16.08 :DRB1Tech Revi 05,12.08: Building Perix Sheet Title: In de x Sheet And • i ' • Project No: 2725.00 Sheet No: AO*01 0 2407 VAg Inc Ax.hit ft & Planners � r�s�kfi VAg, Inc. Architects & Planners LEGAL DESCRIPTION: Lot 41, Vail Village, First Filing, according to the plat recorded August 10, 1962 in Book 174 at Page 180 as Reception No. 96382, County of Eagle, State of Colorado. Found #5 rebor with 1-1/2" aluminum cap, illegible cly 'I W 0 C Z AD Ridge 8013.7 Finish Floor 7986.8 Existing House Approximate Edge of Pond Water Elevotion=7985.8 2nd Story Patio 7997.6 1 1 Ridge 8020.5 Existing House Ridge 8025.7 (.0 co -4 CO tQ (0 00 Found #5 rebar with 1-1/2" aluminum cap stamped PLS 16827 CS tility Easement i5jon No. 96382 CURVE TABLE CURVE LENGTH RADIUS TANGENT I DELTA I CHORD I FEARING C1 184.17' 940.21' 92.38' 111*13'23 - 1 183.87' IN87*14'06 6 1 oN 0) Found 1" aluminum washer on 1" angle iron 161' Utility Easement Book 192, Page 331 Top Deck 7985.2 Ridge 8021.2 Finish Floor 7988.5 Existing House Limited License Agreement z Reception No. 855296 Wood Post (Address 333) Found #5 rebar with 1-1/2" aluminum cap stomped PLS 30084 Address Rock Site SM Elevation=7998.01 7 W21 N ff H KRUM e, 1, John D. McMahon, a Professional Land Surveyor licensed under the laws of the State of Colorado, do hereby certify to Paul G. Smith, and Stewart Title Guaranty Company, that the contours as shown hereon, are based on a field survey performed by me or under my direct supervision on August 15, 2007, and are accurate to the best of my knowledge and belief. John D. McMahan P.L.S. No. 37934 Colorado Licensed Professional Land Surveyor Johnson, Kunkel and Associates, Inc. NOTES: 1) Record information from the Title Commitment No. 7038931 provided by Stewart Title Guaranty Company, dated June 18, 2007 and the Final Plat of Vail Village, First Filing, recorded August 6, 1962 at Reception No. 96382, County of Eagle, State of Colorado. 2) Date of Survey- August 15, 2007 3) Johnson, Kunkel & Associates is not responsible for the integrity of digital information that may be supplied with this survey- Digital information is not to be relied upon for construction purposes. 4) Elevations are based upon the Site Benchmark shown hereon. 5) Address: 333 Beaver Dom Road (posted) 6) All bearings shown hereon are based upon the southeast corner of Lot 6, Vail Village, Third Filing, Block 3 and the northwest corner of Lot 41, Vail Village First Filing, Block 7, being N08*23'00"E. Monuments being found as shown hereon. 7) Lot 41 is subject to all matters shown on the plot of Vail Village, First Filing, recorded August 10, 1962 in Book 174 at Page 180 as Reception No. 96382. 8) Lot 41 is subject to an Easement recorded March 30, 1966 in Book 192 at Page 331. 9) Lot 41 is subject to Right—of—Way for all ditches and creeks crossing subject property. 10) Lot 41 is subject to the Limited License Agreement recorded October 27, 2003 as Reception No. 855296 and all matters shown on "Plan A" attached thereto. 11) Lot 41 is subject to the affidavit recorded January 19, 1970 in Book 216 at Page 842 as Reception No. 112394. 12) Building setback information should be verified with the Town of Vail prior to design work. 13) Due to the relative accuracy of the monuments found on site, a boundary survey is recommended. LEGEND: Property Line Adjacent Property Line Easement Line Building Setback Edge of Concrete Centerline Creek 5' Contour 1' Contour Wood Fence Light Pole x —x —X —X —x —X Electric Transformer Pad Deciduous Tree (drip line to scale) Coniferous Tree (drip line to scale) Spot Elevation Sprinkler Sewer Manhole Gas Meter Water Valve Found Monument as Described Site Benchmark 0 Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: gencraloavagarchitects.com 90 Benchmark Road Suite 202 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Surveyor. I :ohnson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 9711*949,6490 Structural Engineering Monroe & Newell Engineers, Inc. 970949.7768 Mechanical/Electrical Enizineeriniz: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970949.9794 Seal • • dm dbdb Revisions: mil A a jAk 1 1 Issue Dates: X" 03.24.08: DRB Submitil 03.28.08: DRB Submitt I'M" 04.01.08: Pricing Set 'N"04.16.08:DRB/Tech Revi 'P" 05.12.08: Building Pern I Sheet Title: X 4= A Survey Project No: IRC:50 013 btot M i ra ON lZa;W 20' 0 10 20 •0' 5CALE. P = 20'-0" 2725.00 AO *02 = 1 1107 VA4 Inc A-1,1— & PI-- Sheet No: M BONN Z' 0 // ° . � �,l''�;',f`"` %✓jJi / �' � ,I - J/� ,% j ��,jrr! -`i+ j r`d , Aft-A.96 6Q FT AwA •is to FT AWEA-" SO AFMA • WWFT AMA 6% $Q FT AREA 5,6 GQ n AWAOS $0 FT AFWA-.&"3 $0 FT Mn.D.7*o" 9uFmo.3w" EURfED.* $o FT EARED 40 FT &Aweo.2 $a FT dF1ao oo FT Z X ON r rr ' rj r i l !!i r,F j rr l `, ' j�J I r� /r r� r i'• ° ° ,, r jj": l�i r � }!// j � ' ✓ f /f AFSA.40 $O FY AREA." $Q FT AREA. 1$3 W FT AMA 14 60 FT AF&A •$Q FT AREA nV 44 FT almD•2 to F, 1%mlao•6 bo n Wawa-maon "LwED." MWED- W 64 FT VkMID•110 60 n ........... AFEA.IP1*OFT AFMA 2M 60 FT AMA-W 60 PT AFW1 W& W FT AREA 2W 60 FT AREA.2b 6a FT AREA.I$ 60 Ft IR"W.11 6Q FT OUFIED.21 40 FT SURGD.2 Wn MmED.z FT amED-30 4o FT X/ ll "f' /� �� /,' J / °. �jJ,i! l� %jf f r'ri, ��j J ll �j.l / '`1j / l J r�d �r�� !, r,✓ fr r.l! � ./.!J /. / />' J ^. J i d r JJ f ri �Jlr �l �� / � j ,. ,, l�l /.J. ,•�f j ✓'' rrJ�r °fJ fl /! r /. AftA.2$ 6*" AIaA.30 $l. FT AFMA.11 bQ FT AJQKA.23b $Q FT A"WEA.1" so P? AftA 2.%4 44 PT AMA.21� 60 BuRtm•4 ba FT RIA"o-wea" �KD.61 6Q PT DLV01[0M*60FT DIMND-IbS 6Q FT �ND-?U $Q FT ZKWIM-M 60 FT -TOTAL- AREA= 3552 Sa FT BURIED =20(o3 5Q FT LOWER LEVEL ELEVATION E>a% OF LOWER LEVEL 15 BURIED APMA.223 $Q " "10.223 $Q FT MAIN_ LE V..EL PLAN ARAG;E: IIE>4 GRFA (254 5Q FT OVER) AIN LEVEL - 3954 60 FT + 254 5a FT FROM GARAGE POW071M VA, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general@,vagarchitects.com 90 Benchmark Road suite 202 Avnn- M RUM General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Surveyor. nson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/Electrical Enpineerinin MKK Consulting Engineers, Inc. 303.769.6000 I nterior Designer: Worth Interiors 970.949.9794 Seal w� � o w �o A �� A� x � o � M Revisions: ---------- L ----- - - - - -- LOWER LEVEL - 2883 x 425 z 1210 1210 50 FT GRFA COUNTED ALLOWED GRFA - 8, &5 5Q FT TOTAL - 8939 SO FT VAe CALCULATED ALL EXTERIOR WALL TO THE OUTSIDE OF THE STUD WALL Issue Dates: 03.28.08: DRB Submitt "M 04.01.08: Pricing Set 1 04.16.08:DRBfrech 11 05.12.08: Building Sheet Title: 0 LOWER LE\,/;,=-L PLAN 0 5'-4 10'-8ll 21'-4" 5GALE.- 3/32"=1"-0" Project No: 2725.00 Sheet No: AO*03 0 2667 VAS Inc Arckkocu & Pimm 51TE COVERAGE- ALLOWED: 1/ororo.5ro 5Q FT PROPOSED: 5B53 SQ FT VAg, Inc. Architects & Planners Post Office Boa 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general @vagarchitects.com 90 Benchmark Road Suite 202 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Surveyor: Anson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES hIAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/Electrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal 3 G Revisions: InAl Issue Dates: "K" 03.24.08: DRB submitt "Lr" 03.28.08: DRB Submltt "M" 04.01.08: Pricing Set N"04.16.08-.DRB/Tech Revi 'P" 05.12.08: Building Pern Sheet Title: Sin 01 5 C TE COVE -RAGE 3/32" r 1' - Oil O 10' -9" 21' -Go" TRUE PLAN SCALE: 3132 " =1 " -0' "00 0� Project No: 2725.00 Sheet No: AO*04 0 2007 VAg Ina A=hitwts & Planners a VAg, Inc. Architects & Planners Post Office sox 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general Camagarichitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer. Dolan Construction, Inc. 970.926.8054 Surveyor: hnson, Kunkel and Associates, In 970.328.6368 Lantlacape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 MechanicATlectrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer. Worth Interiors 970.949.9794 Seal Revisions: Issue Dates: 'K" 03.24.08: DRIB Submitt 'L" 03.28.08: DRB Submitt "M" 04.01.08: Pricing Set N "04.16.08:DRBITech Revi 'P" 05.12.08: Building Pern Sheet Title: Roof s g s s IC HEIGHT CALCULATION 3/32 If = 1,_01 0 5' -4" 10' -5 21' -4" ■ E I 6C,Li1. E: 3/32" =1" -0 PLANT VA, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general@vagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Surveyor: hnson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970,949.7768 Mechanical/Electrical Engineering: AIKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970949.9794 Seal Revisions: Issue Dates: Q' 03.24.08: DRB Submiti L" 03.28.08: DR13 Submitt "M 04.01.08: Pricing Set 'IY04.16.08:DRB/Tech Revi " 1 05.12.08: Building Pern Sheet Title: IT fAW 7MVIR Staging Plan 3/32 = 11 0 5'-4" 10'-8" 21 5CALE; 3/32"=1"-0" Project No: 2725.00 Sheet No: AOo06 0 2608 V41ftc &cWtts&Planners 71 0 0 Ridge 8013.7 sting House )t 6 '_n d Story tlo 7997.6 75.0 71.641 76 �., !� � SPA A ' •,� 1 ,� � f .� +�``. � `� `' f •.`�_ mo t) {3 ,, '`*. d Z� 66 F � 0 Q7 .0 Q) - 68 Jt r , l qJ Jt , 1 `° -✓ „.. _.. �" t¢r it 72 7Q y - � 74 EXTG STREAM COURSE ! , r 71.5 J "°•., \ r f , L_ Q1 C-? Q) Ov o . tdJ�1 TN " 76 "•!, f�"�. j ! t "r " P �� r BW 74 J 74 a TW 80 d ' Finish Floor -,� 1 T 75 i t 1} rj `� 7986.8 .., -. Approximate Edge of F Water Elevation = 1 80 ft 1 i � `. ( '16.65 - 7 � t SG?•75� �7(� `..: t a a t 3 TN 76.0 a j ' TN 82 -_.._- - - TN 80 I BW '78.85 7 E 7a.a4 t t` r MAIN LEVEL FFE: 86.-15 BW 76 ,r I � 1 0 LOWER LEVEL FFE: GARAGE FFE: Sq.O ��I Z`6 `e 8 b r' 80 4 J I f 1.0 ; • _' 't a6 85.44 r 84.g4 ....- / DRAIN INLETS t 1 \ 8 ` l { . nom i ► ` °; i I t r . ?w� f aS. f � tt• J ti ,r r i „ l 84.4 a . - a7T i e �- i J PROPERTY LINE r ' 1 'f` 7 I 7 DR l 1 � INLETJ,` + , t`J �•• ! �. 1 ;l ~741 &:)\"°•...y�� J ° . 8 f "^- ..._I�. ! � Ui:(lth.. � r` / /r TW t�,C7'�.. /"\ G A I t�I .._ _ r •^,.I°>`..t ^-,. ^.. r � 7� T . "�:� ' t °,.. °.. , _ /i.i FFE EXERCISE - 88.25' TN 5 BW 51 J . DRAIN INLET x fi (FIELD`,VERIFY LOCATI.ON) ( INLET TW q4 ' 5 q2 ` 1, I d J 1 8 8 ' r 1 " . r t W q2 , ' �-- DRAIN --� ,,>" T 88.Q 8 r ' Q't--- 8g "g � '� 4 P q0�.... �� ^� � �l``�' �" � 1 ..; `-,1 °`� �``_... '�� . - � ,- w�`�.. 1-�:r .mod. `°' `J t�"" =^� � ,. •! °` ' RIGHT -OF -WAY SNQWMELT ---�` O CONTROL - BOX,` Shoulder I i ft - Beaver 6 f k ✓ ✓� � J a° Dar-a Roa i W / It q4 ✓s w ♦ C 4' CONCRETE P+N NO SNOWMELT SNOWMELT AREA IN TOV RIGHT -OF -WAY Rim = 8000.8 OENERAL NOTE5 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 2. GONTRAGTOR(5) SHALL STAKE OUT ALL AREAS AND ESTABLISH ELEVATIONS FOR ALL WALKS, STEPS, WALL5, FENCES AND SHALL OBTAIN THE APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO PROCEEDING WITH WORK 5. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 4. CONFLICTS OR DISCREPANCIES WITH GRADES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. 5. 6RADE5 SHOWN ARE FINISH GRADES. SUB6RADE5 NEEDED TO ATTAIN FILL OR TOP501L PLACEMENT ARE NOT REFLECTED. HOLD FINISH GRADES FOR PLANTING AREAS 2" BELOW TOP OF ADJACENT PAVEMENT UNLF-55 OTHERWI5E NOTED ON THE DRAWINGS. 6. EXISTING5 TREES TO REMAIN SHALL BE PROTECTED WITH SECURED STRAW BALES AND /OR 5 WRAPS OF 5NOW FENCE PER TREE. A 6' FENCE SHALL BE ERECTED AT DRIP LINE OF TREE. 6" OF MULCH MATERIAL SHALL ALSO BE SPREAD FROM BASE OF TREE TO DRIP LINE OF TREE. 7. ROAD GUTS AND ANY OTHER CONSTRUCTION IN THE ROAD RIGHT -OF -WAY SHALL CONFORM WITH TOWN OF VAIL REOUIREMENT5 8. ALL FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS OR POCKETS. PROVIDE A MINIMUM 5% AND MAXIMUM 53961 GRADIENT. UNLESS OTHERN15E NOTED. q. ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT PREPARED BY THE GEOTEOHNICAL ENGINEER. 10. IS" COBBLE DRIP EDGE, WHERE NECESSARY, TO BE CENTERED ON ROOF EDGE LINE. ROCK TO BE RIVER ROCK GOBBLE AND LAID UPON FILTER FABRIC 50 THAT NO FABRIC 15 EXP05ED. ALSO, GOBBLE AND FABRIC TO BE PLACED AT ALL DOWNSPOUTS. 11. ALL WALLS OVER 4' HIGH TO BE DESIGNED BY A PROFESSIONAL ENGINEER. 12. THE GEOTECHNICAL ENGINEER SHOULD APPROVE WALL 5UBDRAIN MATERIALS AND SPECIFICATIONS. 15. THE DRIVEWAY SNOWMELT SYSTEM TO BE ON A SEPARATE ZONE WITHIN THE VAIL VALLEY DRIVE RIGHT- OF- WAY. THE CONTROL BOX SHALL BE LOCATED BY THE PLUMBING 5UB- CONTRACTOR. TEMPORARY EROSION CONTROL 1. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL IN CONFORMANCE WITH BEST MANAGEMENT PRACTICES. 2. A "6EOFAB " SILT FENCE 15 TO BE ERECTED AT LIMITS OF DISTURBANCE DOWNHILL OF CONSTRUCTION AND IN PATHS OF DRAINAGE PRIOR TO EXCAVATION AND KEPT IN PLACE UNTIL FINISH GRADE 15 ACHIEVED. 5. AT THE BASE OF TOPSOIL OR FILL501L STOCKPILED ON SITE, A "GEOFAB" SILT FENCE OR STRAW BALE SATURATION BERM SHALL BE ERECTED TO CONTROL SILT AND SEDIMENT. 4. THE CONTRACTOR SHALL BE RE5PON515LE FOR PREVENTING THE RELEASE OF 5EDIMENT- LADEN WATER (MUD) FROM THE SITE AND SHALL BE REQUIRED TO INSTALL ADDITIONAL CONTROL FACILITIES AT THE DIRECTION OF THE LANDSCAPE ARCHITECT OR APPROPRIATE TOWN OF VAIL OFFICIALS, IF PROBLEMS OCCUR. Lot 40 SNOW STORAGE OALOULATIONS 5,336 S.F. DRIVEWAY AREA (SNOWMELT) 810 S.F. 5NOW STORAGE = 24.5% 10% OF PAVED AREA REQUIRED T op De +i Exi &RRAF' I G LE& SYMBOL DE5GR{ PTION / EXISTING FIR, SPRUCE OR PINE TO REMAIN. SEE SURVEY FOR SIZES. EXISTING ASPEN TO REMAIN. SEE SURVEY FOR SIZES, EXISTING TREES TO BE REMOVED PROPOSED CONTOURS ll `� EXISTING CONTOURS ....- _ ..� .. LIMITS OF DISTURBANCE 0 0 0 • 10'-0 " �Ag, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general @vagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 82620 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Civil Engineer: 970.999.9999 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 MeehanicaMlectrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer; Worth Interiors 970.949.9794 Seal � s i� M � M M Revisions: D D D D D D Issue Dates: C" 03,24.48: DRB Submitt :," 03.28.08: DRB Submitt "M" 04.01.08: Pricing Set '04.16.08: DRB /Tech Rev "' 05.12.08: Building Pern Sheet Title: Drainage Plan Project No: 2725.04 Sheet No: Lml 0 2007 VAg the Archito= & P "'4 p Finish Floor 7986.8 Apqrcximc�te PEdqo- 0� Fond WNoter Ele ration= 7cT55 . s i "Z' ------------ N i 74 POURIZ S TO NE 5177 STO NE PAV PRY SET STON �j SLAB STEPS; 2 RISERS @ 6" EA. BOULDER RETAINING VqAL-L' ,+ S � s ------- -7-4 Is TONE V MORTAF RETE. 2 DRY SE T ST SLAB STEP; ; 4 RISERS Ob" EA. 5/5" CRUSHER GRAV WAL PRY" SET STONE — SLAB 5TEP5; & RISERS @ & IRON IHANDRAL PRY SET 5TONF SLAB ;STEPS; J \ SLAB 5' 75 4 RISER PRY St:;'k t:)1C.)N= STONE F SLAB STEPS; TERRAO 4 RISERS 6" EA. SET ON SLAB. 5/5" CRUSHED GRAVEL WALK PRY SET STONE SLAB STEPS; 2 RISERS @ T' EA, PROPERTY LINE aa - (� STONE SLAB STEP MORTAR SET ON C 5 RISERS (9 6" EA. STONE VENEER - 7 - RETAININS V4ALL/ 11 RA15FP BOND BEAM I i SANDSET STONE PAVERS CUSTOM SPA N1 AUTOMATED COVER STONE VENEER 1;2 --RIETAININ6 WALL ✓ P PROPERTY LINE c12 \ I I I + � 1 �� rit:l+U vCr�ir -i�v a MARKER 4' CONCRETE F N NO SNONMELT Road ( 0' R. 0. SNOAMELT AREA IN ! Rim =8000.8 TOV RIGHT -OF -WAY C - 0 Q) PRY SET STONE r LCD SLAB 5TEF5; 5 R15ER5 (gI 6 " EA. STONE PAVER TERRACE; MORTAR SET ON CONCRETE SLAB 7 ft SPA PFA --- N 7 Q) (V 0) Q) 0 0 Q) C I i f 1-1 WA LL ViALL 3ET PAVERS EVEL FFF: 56.75 LEVEL FFE: 74.*75 59.0 STONE PAVER` TERRACE; MQ SET ON CONCRETE -4 1 SLAB BUILT-IN BE30 SAND SET STONE Q , Vt � l / `y4 "�� PAVERS '_rl � � l i St l t sJ PRY SET STONE .....r SLAB STEPS; 2 SETS OF NA 2 RISERS o 5" EA. METER BOX ;� I .............. yp I t IQ ------- � �tti u `� � 1 %(� f � ' r T\ 7f. 7� T - — — — — — — 7 Q z " — 7 � h " ` L , � f t ' � 1 4- &RAPHIC., LE6END 5YM50L 17F-5r..RIFTICN ggg VE VA g, Inc. T X-IL Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general@vagarchitects.com 90 Benchmark Road Suite 202 A-- d'i 014-In General Contract or Developer; Dolan Construction, Inc. 970.926.8054 Civil Engineer. 970.999."" Landscape Architecture: SONES MAC 970.949.6490 Structural EngLneering: Monroe & Newell Engineers, Inc. 970.949.7768 MechanicabTlectrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 9709499794 Seal Revisions: D D D A ZL A Issue Dates: K" 03.24.08: DRB Submitt 'Ll' 0328.08: DR-B Submitt. "M" 04.01.08: Pricing Set 1"04.16.08: DRB/Tech Revi P" 05.12.08: Building Perin Sheet Title: I Project No: 2725.00 Sheet No: L-2 17 VAg Inc ArcWtecri & Plw� EXISTING FIR, SPRUCE OR PINE TO REMAIN. SEE SURVEY FOR SIZES. ........... EXISTING ASPEN TO REMAIN. SEE SURVEY FOR 51ZE5. 0 EXISTING TREES TO BE REMOVED PROPOSED CONTOURS EXISTING CONTOURS LIMITS OF DISTURBANCE ggg VE VA g, Inc. T X-IL Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general@vagarchitects.com 90 Benchmark Road Suite 202 A-- d'i 014-In General Contract or Developer; Dolan Construction, Inc. 970.926.8054 Civil Engineer. 970.999."" Landscape Architecture: SONES MAC 970.949.6490 Structural EngLneering: Monroe & Newell Engineers, Inc. 970.949.7768 MechanicabTlectrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 9709499794 Seal Revisions: D D D A ZL A Issue Dates: K" 03.24.08: DRB Submitt 'Ll' 0328.08: DR-B Submitt. "M" 04.01.08: Pricing Set 1"04.16.08: DRB/Tech Revi P" 05.12.08: Building Perin Sheet Title: I Project No: 2725.00 Sheet No: L-2 17 VAg Inc ArcWtecri & Plw� ' r Q) �?8� �.,.. - r ( •t^j rr "` ' "ccc , '. ` JJJ rt ` \ r 72 LIMITS OF /P- tSTURBANGE 7C `,, �' � Mi to � p ``� ✓ � ,�, ,.. «..,... '� .. l � � �' . � °'"`. - �''`,,,, v w ♦.. -,-`.4 .yes ,,,,� P e ` 4 J �t \ \ I? ! `� � A `� \ � v .,r,. i��. "✓ mow"" '°_= �. ' �, ��, °� � /` 1 '� "'t �1 �g \ \ 8 l ^�` `�... a , / .+' f // 74 a1 r ° ,\� F � _�•,,,11 �' � 8 fi / � , � �' .^ / %'� � fi /' fi r / � t o � I e ` r f 8 "^ �° 1 Finish Floor '� ' " !' ,•; ;' ,, p ,,° ° 1� 'Y ' �' / f / ( J / 4 ^ �'� \► � J f 7986.8 aQ ' �, %'` t 4 r *``` • �``r .` e ✓r r f �r / d / � � v �4 C / ' f 4 ] Lion = 7g85.8 1 � II fi r i C. eL..� Q / �Q) ( � 1.J /\ fw ,t i 84 t M ` r w 4Z z� apt' i Y / , d . v f'' �lr ,!. t t ',/ } {" \ 0' •L �!//` ,. �., . ,. 'V �` ... •+ v t fi d t i / \ ^.d.... , �`s! .ixk a 6 / !` .:� °` / ( , 'f -•• , m e a `!'�. J / ° � z ^. ` r • �z�w •'` /�... �__.� f"`'•., fir. d . 1 ,� j t � � / � j+! / /'- - G.._ . ._.. -. .._ ,t. ,yj ",,, -. ^ `` � , � w f , i - ..m_�..t� ,� �8 � ^�� `•.1, r t � t .."` .� 6 \ q =C� ' �y .f, ' a yj _ / rV r i l' ��°?' ....t r ""�-•- j y; t �•1°. `°-{ '!_ { '`�,v v IL . /� / ^ _�� /�//' �.v w w J / 'v! 41 r J �i ` !t (�t�\. 4 ! f t � l � 4 j `v M �., w w �` w � ' z ,v d r � w _ ` °. } `v w f�/ % J�' 'err' f,,-., 1\ ✓� w /' :, , _ rt 86 .t' t �' �� { j �-, r w �. _..._ .._ .._.- ._ _ ✓',,' r � � � _ ,a - t,_ �. 1_.. y : �v�, aE � "' _w.� .....e �.. �I. ,� S• d , 7 z r /f�`�,.._ /' �'_` . �,sr �. `.= tr ! rSF --fT r ��\ r t.r :1 /iPt•l�r 11 f t� � '�'� • �` W` �' `T � ^�� L T '� r -�, ,,., ,.� /: � ' ��„�'i ,f wz �� .a, ,?r °1' �: �.!( • -`�:, ,;, .S, n / (,t, tt � ' �. ,...,� "=y,;,a.,L ,^. � "rr � M s• �sr � r�,,%;� ,�� ' ,�.'�" �`� ar . u .sr 'r ,u �. ,t, � `7`_. -�� f r t ,;, , -�.�• -d.,� ,� , y. t � .+ -� --, v� - T,�•.w••� 7� •u f_' : " / \` ,r "`r�. �`".z. +.,� .t.• 'tv .'✓ ~ '•°... +s.� /% r J,� v� W '`�f "r t � ✓ r` ! � � )�Zr � "A�.2 .',. "'r � .a,^, � ,��`C+"t�'� .•,... 7�.,,�,1� `-...` f fi .,�'j s J . /%' ! t ., `• -. �"L..r '�,. "'Y�`^.- t r3�fr /! ltrr •.( / '�. ` f..�.��`1 -.1 'a. ^{ 7 r r / ..6 � -- ,, � r !, ;� s �::,.: � � fi °'' `', t,.. ,r r�%'��/,/ 'f ,, °�.... `' � . �... {„?`..,,�'°°. '.'f 7. ...L •«.f ! j .trr 'f -"� . . -i X . `�'t ` "L y ff !-, R �.- r -,� � !1 , ! s , b� r ., 1 ;'..,_ �w. .�,� .� , , fi%.S'.. ',/�'✓ ..:..'r _ _.._ y�'ri,,:.- " �. �"^- , '��..,z._ �...,.;. .,a tr 1 1111 t +' t.,l } � e •'t " ., .5, , r Y; »� �v�,::•;,,' :° ,.�fi " •../ _ "�.=, ,t� fp �r..'°�� `� c =.t, C:' �L_`° „Ulfi "^-,! �. ''`;�' =.. r�. 1 r 88 - . / � / ri `rte ,� `' ° � � /r " �" � h � ,�.. -.., �r „ €r �.�•� /} _`+ � } f,f d� t! t". l if ...` " �'\-, 1 t Jfi`/�f ,/ / °a / Jj�- {�(.�"`� {..�.•t.�,p°,�,jj./ .,[ ,.,.?\�,. 7` , C , �.. ^�..,zy(J�,$}..,, t!r z %f�11 1 f `"di) f \ `O._ / �Y , h`` . J� `"., ''^-� t r d ^"� ;k-• �l r< �.... , � _yq j�.... -.,�' r:.�",zvs' �;:.,,�'�'. ^;?.° rd`a,.r F.... r �-- ,,.?. f � d r d 4 "�.,'^ f ' t t l a`,,.. ,. `.,. ^; l ^.-. V.: •� `^.. j 0. 4 ^ h. , \ � r ..,V ,y, . ``,;` �� ^ ^ ^ `- ^, r / r` ,� .,�, ,. r , t \.-•, "-•�` x^°. �' ��.. i �� vFrr `\� � -� � _ ... \}F 11fi . °.. -,... Y ,,, ^,. � ~ qtr � '"�. •~ b t �t/ t j If f 4 t / � ,. .=�� r f � J t �...� f °^-' w eE� '.!! tv ,r �..c. L�'^' "..,,, �� "`" � '^•`°r w .mot .,- '�4' i a ter° ; � � { � ` �'• i ,t'� ` ^ °� 1 1 , ILI 4 �� w i /,•.�, 1 {/ 1 ^1r Wri ��`-.. ° �''- ...;,�� j� i . / ' r { r � F , ,., °,'^.. 1 � ~��°�,~ � r .fr .t% • b x 1 4 r 't� `. r ! � / \ 1, . � 1` + / f '^ � �; [ tea ` �, �"��. .,..�.�`�`'�. ��'"•� ''! / I Oe ^ ,BdJ q.,~��-- �� j" �_ �, t' /. •#. w /�� `d � 1 �, _;� j f �� \ � \ �.� ;4 � / � 4 S r � Sd`, ". p ,^" ' `✓ '�`.•,� j w 4 r v w W` 1 ,., 1� 'd `` f ``• \.-. / ,° r `' ` ` ^ r ,Yl � _ e ! d .L v,. t\�.. i w. � f^�. \� - "'. )�.y� , F. ��.. . j� ,,,. � ` '` �..� •..f w �'4✓ w W / °,� dd *° rr °._.. °'a I ♦ \\ \,� , 4 1 // ! "�^" - .,,,..._........_ _ 'd; w / r `.r x ..1 •:.� i ~� / .,r� /AV h4 .., i'•�.. j "`>.\ �•a` �,"�..."�. `` °e. "°:...•^..!'^ a ✓„,1`;•..,`°`+".,rb.f7.. --"`"" tt� t fif'w v r a ' f y� h ^ �� dr _ �i2 -Q S ,t! w! �� .y ddJ � s fi /'° ! �� -•..:. � �° `�... ^��"` ' � � � `rt° � � •Ji *tr ` �,r,�#✓ � � �� pit �0 d �?✓ W W i .' • t i`�� ..,.,� "-,. ^� �".f ' � �+,.' ^.!✓ /' tir v'.% is s < �"` /r_ ' °`w w / ':•!% f .\•L r it �� _ f^=G. �-�.,. ! j ` ... � �.. ,j r 1\ ', ..^^ N � y �,.+ lfi , J '�` ,,//• 41 di'"° ! `'°. � �;+/ ` 4r R .1.'.✓ ,• >}. t ` '!t. � f e % ,`'. `4.. ''., ,t y '.. -.,\. j•` ° .`4 1 , z i I ? �. ' k J l p v 'f w �' a ! w bifi w j -� '�`��,�\ "1 �` � �'+,`' f. 1 w w ° �%` .... �!fi ,ems ,y ./_ +v •L vfi/ �•-:"' �L v.' w � 'w - .'.`�..,= ,��{^ ' .�"_``''^ w �.v ' '�L ! �i •+1 �#r i e s r `' '.�.. ri e s " ° s • a w +✓ ~n v _ _ "" v _ +' '_ ,; w w tit.. .yf 4f /"�.... f r ..,,, b rl.... °^�. ---/ w ''✓ yr •✓.✓.t ✓ ..y v S' 'v .y,, w ,},r Jfi "°"/ w rte ";^ =,., tiL yr v ✓ - �,. w by Y yr w w / `rf w dr'' w 1L �'- ..,. "t 4✓ ti✓ w `.ts .,}s ( a t.r..* »..- -^'rer 14 "� `, ad w J✓ .y, tiY r r^ , l w .,i° ' �`*� v' w �i tifr °r es w 'v <✓ w •.,,../ � � w / w tisr �' �� \ �- � I� _� � ,r° e-14 7l - < w w ""'-'� -- -- .... ', t✓ i .,. Es, r'ti;, : ..:.t. - ° ,y 4 T - / I'*., --. P r/ ' �` ti� tpd•�'" a 1ti ,�....s"'� °ddr yJ' -`°" ejt� �� t.�k .y, ........ ...._,,t,f -_. _ ,._- .. ._.._.,.. -"' J ti✓ f .a. d`° °^ „ f"•,, tt +ti„w '` w 41 4 4 4 v td L w X w sf w j t , t j d w w Y t j j j jT f s " ' `" ci s8 p ° � ` _,..,..� .{,`" �` /'"�°"" �. ° •e r P �+ � k p � , 4 r � 4 � Q, '%ie�' 12 " A , w Y'' ' =✓ tiEJ �`- f.e '�.1,�j ;< „--- f tipr q.me. .... t .ao ^. t' ��p DISTURBANCE IMITS OF - ��y,. �`'�,,, _,, --.... -a „„ - _ ....... �` ®.. -..,, .• ... `° . � . 'L �, � "` ' J � " �"1T, - i! 'h t'�.� `/ t 0 . , d� 'y \° "`�,^`•y� �4 r '„ ^ f� .�, °'�..... ,., ,.r�.;� ' ° i'� �,- � ?` i r � y y t '.". -�. `"``--- •.,,,,,,..� _. ..�_ - '" .------ _....� d .r �° - d 1 ,{id Jl''�`'T°. -L., "`�...� `a fi P s F d / �..�,. y \ 4 9M I 04 Shoulder B P;�-i - x7,z. uarn , d � Roa (50 R. l 1 i Rim-8000.8 5`Y`M50L 07'r E30TANICAL NAME COMMON NAME 51ZE FLANT NOTES: I. THE PLANT L15T 15 PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY ALL PLANT COUNTS AND IF A DISCREPANCY EXISTS THE PLAN SHALL GOVERN. 2. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING AWARE OF ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. THE LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES FOR FIELD LOCATION OF ALL UNDERGROUND UTILITY LINES PRIOR TO ANY EXCAVATION. 5. LANDSCAPE CONTRACTOR TO RECEIVE SITE GRADED TO +/ -0.33 FOOT OF FINISHED GRADE. 4. FINAL LOCATION AND $TAKING OF ALL PLANT MATERIALS SHALL BE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR SHALL NOT PROCEED WITH PLANTING OPERATIONS UNTIL 5TAKING 15 FULLY APPROVED 5. PLANTING BACK FILL MIX 15 TO CONSIST OF 80% NATIVE TOPSOIL, AND 20% COMPOST. 6, SHRUB BEDS AND TREE WELLS ARE TO BE MULCHED WITH 5" 5HREDDEP MULCH. MULCH SAMPLE TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7. ALL PLANTING BEP5 SHALL BE SEPARATED FROM NATIVE GRA55 AREAS BY I /8"X4" GALVANIZED STEEL EDGING. TACK EDGING IN PLACE WITH 12" EDGING PINS AT 40" MINIMUM SPACING. 8. ALL DECIDUOU5 TREES ARE TO BE 5TAKEP WITH 5' 5TEEL 'T' 5TAKE5 AND GUYED WITH #12 GALVANIZED WIRE AND 1 -1/2" WIDE, GREEN, NYLON TREE STRAPS. ALL EVERGREEN TREE ARE TO BE STAKED WITH THREE 5' 5TEEL 'T' STAKES AND GUYED WITH #12 GALVANIZEP WIRE AND 1 -1/2" WIDE, GREEN, NYLON TREE STRAPS, q. LANDSCAPE CONTRACTOR SHALL SUPPLY AND PISTRIBUTE TOPSOIL TO PROP05FP PLANTING BEDS. CONTRACTOR SHALL ALSO SUPPLY ANP DISTRIBUTE COMP05T TO PROPOSED PERENNIAL AREAS. MIXTURE TO BE CULTIVATED TO A DEPTH OF 6" AND FINE GRADED TO PROVIDE POSITIVE DRAINAGE. EXPORT EXISTING 501L IF NECESSARY, 10. PERENNIAL FLOWER BEDS ARE TO BE AMENDED WITH 4" OF DEBRIS FREE TOPSOIL AND 2" ORGANIC, COMPOST, MIXTURE TO BE CULTIVATED TO A DEPTH OF 6" AND FINE &RAPED TO PROVIDE POSITIVE DRAINAGE.. 11. PREPARATION OF NATIVE 6RA55 AREAS WILL INCLUDE THE FOLLOWING: - L005EN 501L TQ A MINIMUM OF 4" DEPTH, REMOVE 5TONF-5 OVER 2" IN DIAMETER AND STICKS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. - DISTRIBUTE 2" OF TOPSOIL TO BE CULTIVATED INTO NATIVE SOIL. - GRAPE AREAS TO A SMOOTH, FREE DRAININ& EVEN SURFACE WITH A L005E, MODERATELY COARSE TEXTURE. REMOVE RID6E5 AND FILL DEPRESSIONS AS REQUIRED TO DRAIN. 12. ALL P15TURBED AREAS TO BE REVEGETATEP WITH NATIVE GRA55 SEED MIX SOWN WITH THE FOLLOWING MIX AT A RATE OF 42 Ibs. PER ACRE: 1590 CREEPING REP FESCUE 5% SHEEP FESCUE 25% ARIZONA FESCUE 50% CANADA BLUE &RA55 10% IDAHO FESCUE 15% SLENDER WHEATGRAS5 15. ONE APPLICATION OF A DI- AMONIUM PH05PHATE FERTILIZER, 15 -46 -0 AT THE RATE OF 5 lbs. PER 1000 s.f., SHALL BE BROADCAST PRIOR TO 5EEDIN&. 14. MULCH ALL 50WN AREAS WITH 2"-3" OF WEED FREE 5TRA N. TACKI FY STRAW MULCH AREAS WITH AN APPROVED ORGANIC TACKIFIER AT THE RATE OF 120 Ibs. PER ACRE, 15. ALL SEEPED AREAS WITH A SLOPE OF 2:1 OR GREATER SHALL BE CONTROLLED ITH R I N R N LLED E 05 O CONTROL ETTING. 16. AFTER SEEPING, RAKE OR DRAG SURFACE OF SOIL LIGHTLY TO REINCORPORATE SEED INTO TOP 1 /5" OF 501L. 17. LANDSCAPE CONTRACTOR SHALL INSTALL AN 18" WIDE M055 ROOK DRIP EDGE AT ALL ROOF DRIP LINES. LINE RIVER ROCK W1TH FILTER FABRIC 18. ALL NEWLY PLANT TREES ANP SHRUB5 SHALL BE IRRIGATED W1TH AN AUTOMATED DRIP SYSTEM. PERENNIAL FLOWER BEDS AND LAWN AREAS SHALL BE IRR16ATEP WITH POP -UP SPRAY HEAD5. 12" POP -UPS AT FLOWER BED AND 4" POP -UP5 AT LAWN AREAS SEPARATELY, ZONE SUN AREAS AND AND SHAPE AREAS SEPARATELY Iq, LANDSCAPE CONTRACTOR SHALL SUBMIT A WRITTEN DOCUMENT RE&ARDING ITS POLICY ON PLANT GUARANTEE AND REPLACEMENT TO THE OWNER. EACH GUARANTEE SHALL CONFORM TO THE MINIMUM STANDARD OF REPLACING ALL MATERIAL INCLUDING LABOR, DUE TO SICKNESS OR DEATH OF A PLANT FOR A PERIOD OF ONE YEAR FOLLOWING THE PLANT'S INSTALLATION. rs 5 10 0 + 10'-0 ry . i Ag, Inc. Architects & Planners Post Office Boa 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general @vagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer: Dolan Construction, Inc. 970.926.5054 Civil Engineer: 970999.9999 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering. Monroe & Newell Engineers, Inc. 970.949.7768 MechanicallElectrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.9499794 Seal Now • • i ii � M M Revisions: D D D D D D Issue Dates: 'K" 03.24.08: DRD Submitta 'L" 03.28.08: DRB Submitta I'M" 04.01.08: Pricing Set 05.12.08: Building Pt Sheet Title: Planting Plan Project No: 2725.00 Sheet No: L -3 7 VAg inc Arcbitccts & Pi 2 PIGEA PUN6EN5 COLORADO SPRUCE 12' HT. 2 PICEA PUN &ENS COLORADO SPRUCE 14' HT. I PICEA PUN6EN5 COLORADO SPRUCE 16 HT. 15 POPULUS TREMULOlDES ASPEN " 2 Gal, 14 POPULU5 TREMULOIPE5 ASPEN 3"001. (> q PINUS MU &O MU &O PINE 5'X5' 54 B - ! 50 M15CANTHU5 5. '6RACILLIMU5' MAIDEN GRASS 5 gallon ` '` 54 HELIGTOTRIGHON BLUE AVENA GRA55 1 ollon g t rt 5EMPERVI REN5 Y REVEGETATE ALL DISTURBED AREAS a. a WITH NATIVE GRA55 AND WILDFLOWER SEEP MIX. 4 Q 0 ASSORTED GROUND COVERS AND PERENNIAL FLOWERS I gallon f% 5O Flats GRASS AREA FLANT NOTES: I. THE PLANT L15T 15 PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY ALL PLANT COUNTS AND IF A DISCREPANCY EXISTS THE PLAN SHALL GOVERN. 2. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING AWARE OF ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. THE LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES FOR FIELD LOCATION OF ALL UNDERGROUND UTILITY LINES PRIOR TO ANY EXCAVATION. 5. LANDSCAPE CONTRACTOR TO RECEIVE SITE GRADED TO +/ -0.33 FOOT OF FINISHED GRADE. 4. FINAL LOCATION AND $TAKING OF ALL PLANT MATERIALS SHALL BE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR SHALL NOT PROCEED WITH PLANTING OPERATIONS UNTIL 5TAKING 15 FULLY APPROVED 5. PLANTING BACK FILL MIX 15 TO CONSIST OF 80% NATIVE TOPSOIL, AND 20% COMPOST. 6, SHRUB BEDS AND TREE WELLS ARE TO BE MULCHED WITH 5" 5HREDDEP MULCH. MULCH SAMPLE TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7. ALL PLANTING BEP5 SHALL BE SEPARATED FROM NATIVE GRA55 AREAS BY I /8"X4" GALVANIZED STEEL EDGING. TACK EDGING IN PLACE WITH 12" EDGING PINS AT 40" MINIMUM SPACING. 8. ALL DECIDUOU5 TREES ARE TO BE 5TAKEP WITH 5' 5TEEL 'T' 5TAKE5 AND GUYED WITH #12 GALVANIZED WIRE AND 1 -1/2" WIDE, GREEN, NYLON TREE STRAPS. ALL EVERGREEN TREE ARE TO BE STAKED WITH THREE 5' 5TEEL 'T' STAKES AND GUYED WITH #12 GALVANIZEP WIRE AND 1 -1/2" WIDE, GREEN, NYLON TREE STRAPS, q. LANDSCAPE CONTRACTOR SHALL SUPPLY AND PISTRIBUTE TOPSOIL TO PROP05FP PLANTING BEDS. CONTRACTOR SHALL ALSO SUPPLY ANP DISTRIBUTE COMP05T TO PROPOSED PERENNIAL AREAS. MIXTURE TO BE CULTIVATED TO A DEPTH OF 6" AND FINE GRADED TO PROVIDE POSITIVE DRAINAGE. EXPORT EXISTING 501L IF NECESSARY, 10. PERENNIAL FLOWER BEDS ARE TO BE AMENDED WITH 4" OF DEBRIS FREE TOPSOIL AND 2" ORGANIC, COMPOST, MIXTURE TO BE CULTIVATED TO A DEPTH OF 6" AND FINE &RAPED TO PROVIDE POSITIVE DRAINAGE.. 11. PREPARATION OF NATIVE 6RA55 AREAS WILL INCLUDE THE FOLLOWING: - L005EN 501L TQ A MINIMUM OF 4" DEPTH, REMOVE 5TONF-5 OVER 2" IN DIAMETER AND STICKS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. - DISTRIBUTE 2" OF TOPSOIL TO BE CULTIVATED INTO NATIVE SOIL. - GRAPE AREAS TO A SMOOTH, FREE DRAININ& EVEN SURFACE WITH A L005E, MODERATELY COARSE TEXTURE. REMOVE RID6E5 AND FILL DEPRESSIONS AS REQUIRED TO DRAIN. 12. ALL P15TURBED AREAS TO BE REVEGETATEP WITH NATIVE GRA55 SEED MIX SOWN WITH THE FOLLOWING MIX AT A RATE OF 42 Ibs. PER ACRE: 1590 CREEPING REP FESCUE 5% SHEEP FESCUE 25% ARIZONA FESCUE 50% CANADA BLUE &RA55 10% IDAHO FESCUE 15% SLENDER WHEATGRAS5 15. ONE APPLICATION OF A DI- AMONIUM PH05PHATE FERTILIZER, 15 -46 -0 AT THE RATE OF 5 lbs. PER 1000 s.f., SHALL BE BROADCAST PRIOR TO 5EEDIN&. 14. MULCH ALL 50WN AREAS WITH 2"-3" OF WEED FREE 5TRA N. TACKI FY STRAW MULCH AREAS WITH AN APPROVED ORGANIC TACKIFIER AT THE RATE OF 120 Ibs. PER ACRE, 15. ALL SEEPED AREAS WITH A SLOPE OF 2:1 OR GREATER SHALL BE CONTROLLED ITH R I N R N LLED E 05 O CONTROL ETTING. 16. AFTER SEEPING, RAKE OR DRAG SURFACE OF SOIL LIGHTLY TO REINCORPORATE SEED INTO TOP 1 /5" OF 501L. 17. LANDSCAPE CONTRACTOR SHALL INSTALL AN 18" WIDE M055 ROOK DRIP EDGE AT ALL ROOF DRIP LINES. LINE RIVER ROCK W1TH FILTER FABRIC 18. ALL NEWLY PLANT TREES ANP SHRUB5 SHALL BE IRRIGATED W1TH AN AUTOMATED DRIP SYSTEM. PERENNIAL FLOWER BEDS AND LAWN AREAS SHALL BE IRR16ATEP WITH POP -UP SPRAY HEAD5. 12" POP -UPS AT FLOWER BED AND 4" POP -UP5 AT LAWN AREAS SEPARATELY, ZONE SUN AREAS AND AND SHAPE AREAS SEPARATELY Iq, LANDSCAPE CONTRACTOR SHALL SUBMIT A WRITTEN DOCUMENT RE&ARDING ITS POLICY ON PLANT GUARANTEE AND REPLACEMENT TO THE OWNER. EACH GUARANTEE SHALL CONFORM TO THE MINIMUM STANDARD OF REPLACING ALL MATERIAL INCLUDING LABOR, DUE TO SICKNESS OR DEATH OF A PLANT FOR A PERIOD OF ONE YEAR FOLLOWING THE PLANT'S INSTALLATION. rs 5 10 0 + 10'-0 ry . i Ag, Inc. Architects & Planners Post Office Boa 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general @vagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer: Dolan Construction, Inc. 970.926.5054 Civil Engineer: 970999.9999 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering. Monroe & Newell Engineers, Inc. 970.949.7768 MechanicallElectrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.9499794 Seal Now • • i ii � M M Revisions: D D D D D D Issue Dates: 'K" 03.24.08: DRD Submitta 'L" 03.28.08: DRB Submitta I'M" 04.01.08: Pricing Set 05.12.08: Building Pt Sheet Title: Planting Plan Project No: 2725.00 Sheet No: L -3 7 VAg inc Arcbitccts & Pi 1-j w. X 0 Q) C) �.d Q) Cy Q) 1 � _ Q) roil "M is VAS, g v X-X , Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.9134 email: general@vagarchitects.com 90 Benchmark Road Suite 202 Avnn-rf) R16IR L I 6 I N67 LE G E ND General Contract or Develoner: Dolan Construction, Inc. 970.926.8054 Civil Engineer: 970.999.9999 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/Electrical Enzineerin2: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal Revisions- D D D A Issue Dates: " 03.24.08: DRB L" 03.28.08: DRB Submitt "M" 04.01.08: Pricing Set 11 04.16.08:DRB/Tech "' 05.12.08: Building Sheet Title: U90=1 ni QTY. DESCRIPTION MANUF. MODEL COMMENT 20 PATHLI&HT FX DELMARE-DM-20 5URFACE MOUNT ON TO LUMINAIRE 5" X 15" CONCRETE PEDESTAL I RFCE55ED WALL LIGHT TEKA ARCADE FULL 5HIELP WALL MOUNT AF5-5410 6 BOLLARD DRIVE LIGHT SHAPER 1402-HI-I-INC-120-NOP-36" SURFACE MOUNT ON TO a" X 15" CONCRETE PED175TAL FIBER PAVER LIGHT BLOCKS PAVIN FLUSH PAVING ■ 51 PAVER LIGHT BLOCKS OPTIC 5- 7 /8 "X 5-1/5" PRODUCTS FIBER OPTIC ROBERTS, STEP ROPE LIGHTING STEP -LITE A 5ERIE5 STD. I 5r5TEM5 I General Contract or Develoner: Dolan Construction, Inc. 970.926.8054 Civil Engineer: 970.999.9999 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/Electrical Enzineerin2: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal Revisions- D D D A Issue Dates: " 03.24.08: DRB L" 03.28.08: DRB Submitt "M" 04.01.08: Pricing Set 11 04.16.08:DRB/Tech "' 05.12.08: Building Sheet Title: U90=1 ni age 13.7 House tory 997.6 Finish Floor 7986.8 Approximate Edge o f p Water Elevotlon= , i 81 I t i '.0 - `4— Q) C Q) 0 J 0) N. 72',j, I 74- % it 76 � l Wy Lot Size 58,552.8 s.f. Building Coveroge 5,645.0 s.f. plus Vri\/evioy = 5,344.28 s.f. Londscope, Areo Coverage = :28,545.52 9.f. Softsc.ope = 24,552 s.f. = 85% of Londscopo Area Softsr,ope 5urfoce coverage '17 A g V Z_x , Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general@vagarchitects.com 90 Benchmark Road Suite 202 General Contract or Developer; Dolan Construction, Inc. 970.926.8054 Civil Engineer: 970.999.9999 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering Monroe & Newell Engineers, Inc. 970949.7768 Mechanical/Electrical Eupineerine: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal Revisions: D D D D Z _� D Issue Dates: "K" 03.24.08 DRB Subinift "Ll' 03.28.08: DRB Submitt "M" 04.01.08: Pricing Set 'N"04.16.08:DRB/Tech Revi 'P" 05.12.08: Building Pern .1 Sheet Title: la i -Mir) Coverage Project No: tjeaver Darn Road Rim=8000.8 Sheet No: L -5 i9 VAgInc f �_"&P_� 74 - 76 i 81 I t i '.0 - `4— Q) C Q) 0 J 0) N. 72',j, I 74- % it 76 � l Wy Lot Size 58,552.8 s.f. Building Coveroge 5,645.0 s.f. plus Vri\/evioy = 5,344.28 s.f. Londscope, Areo Coverage = :28,545.52 9.f. Softsc.ope = 24,552 s.f. = 85% of Londscopo Area Softsr,ope 5urfoce coverage '17 A g V Z_x , Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general@vagarchitects.com 90 Benchmark Road Suite 202 General Contract or Developer; Dolan Construction, Inc. 970.926.8054 Civil Engineer: 970.999.9999 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering Monroe & Newell Engineers, Inc. 970949.7768 Mechanical/Electrical Eupineerine: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal Revisions: D D D D Z _� D Issue Dates: "K" 03.24.08 DRB Subinift "Ll' 03.28.08: DRB Submitt "M" 04.01.08: Pricing Set 'N"04.16.08:DRB/Tech Revi 'P" 05.12.08: Building Pern .1 Sheet Title: la i -Mir) Coverage Project No: tjeaver Darn Road Rim=8000.8 Sheet No: L -5 i9 VAgInc f �_"&P_� %\ X k LIMITS OF eoo,* -74 c>15tLkBANCE �.. .� �~� � ✓ °'`� � ~�, tit' � �.td'�'�r �'o. ``. '«\.;,� `�. f \ `. 00 /ry ^7 1 -SM Finish Floor J 7986.8 4' 141 e 00000 44/ 7 &RA S SEE& MIX. 4 REVE&FtATE AliL D 15 AREAS Y41TH NATIV q/ I� g *e 00000, 0 000 ", 4 14/ T NV " / i I , T 84 iNJ (7.) 0 00, � - i54 /c� Nf/ 0 000000 O B ANCE 5 Nil \V \V \V x / q , F4E\,/E&E ALL P151URE315C* AREAS WITH NATIVE & R 'b MIX. AYE) 5 5 E E L 4/ K 4 4- ~l t4� r ` l d p ,��f '*`�,. 1 fA .+ f t\` '`. r! ` ' $$ , 3 - 4 {' t} _.1_� .. Jst J \l✓ " 4- 9 �E E-61=TXTE ALL' X D15TUF AREAS . ..... p BE A�_ ------- ------ -- 10 V41TH NATIVE Ea sement to UtIll ' � ..f / t "� fii /' 4, "VEHICULAR ACCESS ROUTE�-L�—� N11 1J/ Ji FO DEMOLITION ---------- 7_ 11�1 \Ile \4/ ` ' _ _ IJ/ - 4/ Nt lJ "t, 141� NV 41 ------------ Shoulder PRUNE Ext ' TREE LIMBS TO - OPEN TRAFF 51 TE 6 1 �1 (5RAPHI C, LF&END 5YMBOL DF5CR(FTION PREPARATION OF NATIVE GRASS AREAS WILL INCLUDE THE FOLLOWING: - L005EN SOIL TO A MINIMUM OF 4" DEPTH. REMOVE 5TONE5 OVER 2" IN DIAMETER AND STICKS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. - DISTRIBUTE 2" OF TOPSOIL TO BE CULTIVATED INTO NATIVE SOIL. - GRADE AREAS TO A SMOOTH, FREE DRAINING EVEN SURFACE WITH A LOOSE, MODERATELY COARSE TEXTURE. REMOVE RID&E5 AND FILL VFPRE55I0N5 AS REQUIRED TO DRAIN. ALL DISTURBED AREAS TO BE REVE&ETATEP WITH NATIVE GRASS SEEP MIX 50AN WITH THE FOLLOWING MIX AT A RATE OF 42 1b5. PER ACRE, 15% CREEPING REP FESCUE 596 5HFF FESCUE 25% ARIZONA FESCUE 50% CANADA BLUE&RA55 10% IDAHO FESCUE 15% SLENDER NHEAT67RA55 to VAg, hic. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general@vagarchitects.com 90 Benchmark Road Suite 202 A- • n 2141A i General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Civil Engineer: 970.999.9999 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering Monroe & Newell Engineers, Inc. 970.949.7768 Mechanic"lectrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Des! per: Worth Interiors 970.949.9794 Sea] Revisions: D A A A A D Issue Dates: K" 03.24.08: DRB Submitt L" 03.28.08: DR.B Submitt "M" 04.01.08: Pricing Set 4"04.16.08:DRB/Tech Revi P" 05.12.08: Building Peru Sheet Title: Project No: Lm6 1�2107VI*Im, ��-,,&�Pl Sheet No: EXISTING FIR SPRUCE OR PINE TO REMAIN. 5EE SURVEY FOR SIZES. EX15TIN(S, ASPEN TO REMAIN. SEE SURVEY FOR SIZES. C.) EXISTING TREES TO BE REMOVED PROPOSED CONTOURS EX15TIN& CONTOURS .000000' LIMITS OF DISTURBANCE PREPARATION OF NATIVE GRASS AREAS WILL INCLUDE THE FOLLOWING: - L005EN SOIL TO A MINIMUM OF 4" DEPTH. REMOVE 5TONE5 OVER 2" IN DIAMETER AND STICKS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. - DISTRIBUTE 2" OF TOPSOIL TO BE CULTIVATED INTO NATIVE SOIL. - GRADE AREAS TO A SMOOTH, FREE DRAINING EVEN SURFACE WITH A LOOSE, MODERATELY COARSE TEXTURE. REMOVE RID&E5 AND FILL VFPRE55I0N5 AS REQUIRED TO DRAIN. ALL DISTURBED AREAS TO BE REVE&ETATEP WITH NATIVE GRASS SEEP MIX 50AN WITH THE FOLLOWING MIX AT A RATE OF 42 1b5. PER ACRE, 15% CREEPING REP FESCUE 596 5HFF FESCUE 25% ARIZONA FESCUE 50% CANADA BLUE&RA55 10% IDAHO FESCUE 15% SLENDER NHEAT67RA55 to VAg, hic. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general@vagarchitects.com 90 Benchmark Road Suite 202 A- • n 2141A i General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Civil Engineer: 970.999.9999 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering Monroe & Newell Engineers, Inc. 970.949.7768 Mechanic"lectrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Des! per: Worth Interiors 970.949.9794 Sea] Revisions: D A A A A D Issue Dates: K" 03.24.08: DRB Submitt L" 03.28.08: DR.B Submitt "M" 04.01.08: Pricing Set 4"04.16.08:DRB/Tech Revi P" 05.12.08: Building Peru Sheet Title: Project No: Lm6 1�2107VI*Im, ��-,,&�Pl Sheet No: | | | | A40a .01 3 4 io II GARAGE C ------ ------ - ----- ------ ------ ------ T/O FLY T/O FLY >0< /2� STAIR #1 GARAGE GUEST SUITE #1 MECHANICAL h CLOSET 7� A402 CONTRACTOR GUEST SUITE #1 0) SYSTEM PER tj r I FTTT 2,-ty2,, V11 ------- O M-5, F I - � = L 41� SITTING �2 ISARA6E ROOM '10 A403 A403 GAME ROOM Oil - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - G)_ A N '& . .. .1 . BAR IF 1 112 p 4 110 112 U - — - — - — - — - — - — -- — - 4 ----------- 4 ------ — - — - — -- 4 j4 TIC 5TONE LE ROO - -___-'__-----_________________.___________________ ____�__________________.______________�______./ ______| ______________________ |_____�_____.______ _ DECK ABOVE 4 / / . . . TOWN 4 COUNTRY DIRECT VENT | / | | ----- - ----�---�--- ---- - ----- ----- - -----------' - ------- ------ - ----------- - ---------- - ----�----- - -----�------ - - --- - ------ ----� - ----�-----� - ---------�- - ----+----- - �----- ----' - ----------- - ---- -|----- - --- - -__- __�___-_______________________- -_�-________________�___ __-L _________-__-________-_�_ -------- ----- - ----- ----- - ----- ---- - --------� - -----'- ---- - ---------- - --- - ---- - ---- - ----------- - ---------' - --------- - ----�- - ----'----- - ----- ----' - ---- ---- - ----� ----- - �--- ----- - ----- ----� - ------/____- _ -___-_____- _ -_____-__-_______�__________'______ _--___- / / -____ _ ____ _____' - _-___-_____ - ____-____ - ____�______' - �__-_.- _ ____ _ _____ _ - �-____' _ _____ - _________� _ __-__- ____ _ _________ - 2 1 1 / / / / ___________________ _ ________-_____-______ _ -__--____�__ -__ _________-______ ----- - ----- ------ ------ - ------ - - ---- - --------- - ------ --------------------------------- ----'------ - ------ - ---- ---- - ------ -------------------- - � �� - �� - ��_ - ------ �� - ��_ - �� - ------ ------ ------ �� | | / / ' ^ / | 22 h5"h0"ha"k2" ��" | | ` |��'-U" | F>'-\" | U'-� __(F) ___Q GENERAL NOTES- 1. ALL EXTERIOR WALLS ARE [W1 UNLESS NOTED OTHERW15E 2. ALL INTERIOR WALL& ARE rL4!��] UNLESS NOTED OTHERWISE 3 ALL FLOOR ARE'E__L__J1 UNLE55 NOTED OTHERWISE 4. REFER TO 1/471.01 FOR FINISH FLOOR PLAN 5. ELEVATOR I$ A REVOLUTION ELEVATOR &_ VENTILATION SYSTEM SHALL f*zROvIDE OUT51DF AIR AND A MINIMUM .35 AIR CHANGES PER HOUR PER 2003 IRC (IN ALL HABITABLE AREAS THAT DO NOT HAVE DIRECTAC-CE66 TO OUTSIDE AIR) ro VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (910) 949.8134 email: generalCizvagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer. Dolan Construction, Inc. Surveyor I hnson, Kunkel and Associates, In . Landscape Architecture: SONES MAC Monroe & Newell Engineers, Inc, MKK Consulting Engineers, Inc. Interior Desigger. Worth Interiors Seal Issue Dates: IK" 03.24.08: DRB Submittal 1"L" 03.28.08: DRB Submittal "M" 04.01.08: Pricing Set IP" 05.12.08-. Building Pe Sheet Tide: Lower Level Floor 1 Plan I ----~ Project No: �� ^^�~x��m Sheet No: 0 2'-a 5'-4" 10 SCALE. 311ro" = V-0 FA 3 2 1 A3.02 A`� A403 A4.01 1 2 3 4 6 1 8 9 i0 11 t 12 $3 14 i5 16 1 1 1 P I A3 03 1 1 I i 11 t 1 ! i I 4 I IIII , i I I GARAGE 3•• t 1 { fl I I I I i t 1 1 i - 1' - 3 3 /4" -1' -13/4" p 4 1 t A 8 fl t t I 1 t IIII 1�AA '-1 " I I 11 , " t I . ,+ zi i�21 1 .,. I I I I I I I I , f i 1 t I 1 i I V I I I t l I t tt /' // t I I I I I 1 f I t � 1 1 /,/ ' t � 1 I t I I _� � Y I IIII , t l -- - a A S _ I I I I i 1 f I i � .� --t i \ � I I I i I 1 I I S�oP 202 I VIII - I I II I I I I I 1 1 f I 1 I WASH � Jl-Op i - ! 1 ! 1 - - - - - - - - - - - - - - - - - t - - - - - - - - - �` - - �.- - - - - - - - - - - - - - - - - - 1 1 1 I i l T/O PLIY \. OTILiTY 51 "`� -- \ i I f _ _ I I IIII '\ � � �_ - - 1 1 1 I I I 1 t 1 1 I - - i - I I 1 wApMrc� � ,� s t � i t a V I I i aR _ �� 1_ TE i 2 t �� ,, � x A3.03 i I I I I 1 1 1 I 1 it t = t t c OF'E AME i I I 1 ! = I I I I i — � — _ _ __ --- � _ 5�'AIR ; � t �.� GARAGE 205 _ 1 i I +I + OUT O �t - SKI/ I _ I 1 1 1 I DO R � h t 1 11 N DECK DECK I ' MUDROOM t ' ' ' i I IIII ROV ;, 206 + -` I 202 I'� GARAGE tl t t I I I I t 201 1 I i I i II 1 t cv iit' I f 1� L i I 1 i 1 ii /O PLY i -� _ is /e" t�. i III 1 ;� 0'- 0" 86. I t It I I C - I 1 I 1 I t \ \ ® '' 1 (Z A A VE 1 A402 i I 1 ! Cj - - - - - - - - - - - -� - - i - - - - - - - --d- - - __ - - - - - - - - - - - - -I - - - i i i I I L + I —+ \ t W 9 I t OPE i I - I + t SL 1 1 + SKI ATN t E _ - --" -" -�� III I = 2 _ �,-o� _ ____ t t __ 1_- I I i { i ° �_� III I A� /� PLY I _ ___ - _ r 0'- 0" 186.5) ,' _�__ - - `` I I I 1 I j i DN +� 2�4 �f _ �y" ��.�"''" -. i 2 1 __---' - i � i� 1 I I I i __ _ t , E? �C�B , --- --------- - - - - -- -NOOK --- - - - - -- - I �BRE KI =��T - _____i 3/ i _,,_,t,�it _ __ - 102' - �" Ca9.o) , / t i I I i i t 1 I I + 1 2 66- /u� , _11 / (O ,\ / ' A9vE m + 201 a 1 I I I 1 + i ITS �6 f/2 � r I I t ( i �' ('� _ _ _ t _____ - 1 I i M I r t i _�,--- - - - - -i - ��_ - T /O PLY A55AG +` 1 203 I T!O PLY I I I I i I I I 1 I i I I II II t t 1 4 f 0 2 8 . 63) I I 1 Q)2'- 3 8 ) 'I 1 I I I ' ' _ �' 1 ' i o I - t T/O 5 NE ��) L �_______- '_________________ t 100'- 4 II 1 I I KITCHEN t Q � I ; I I I 1 208 1 p I i t I I S 1 I I I I ' 1 T O PLYt I I ° I -of - 86.5) 5 I I I [= 1 - I = �� y i i -� t I I _ i I I I 1 I I I i 'c�u' i II ' i i 1 I I i A3.03 L - __'� - - - - -- I Y - - - - -- + ' GARAGE _ - - _ �- _ _ _ _ _ _ _ _ _ - _ - I - _ I I i i I t N2 1 - 1 i - 1 - - - - 1 - - - 1 - - - - - - - f i I -- _� W9 � u _ - ; I PA55AG + _" I 1 I i i � ANTRY � E ° t BUTLER 5 � PA SAGE 1 i t 1 2 9 Os 210 201 n PNTRY 212 6- .4Ya "" I 1 1 f u t 11211 �_= ji 2 i -1 1 -{d} "I 3 2 I t = � ,1 I 1 1 1 1 I 1 -� - - - -� °- -- - - - - -- ` +' 1 cv i 1 I A4�3 1 I A4.03 i 1 i I _ _ — ! t f MfCRd 1 F6 1 _ ; — i IUAFQMRYt ��' \ N2 — �` I I -- -- W __ J . a. L -- � I � I I i I I \� - - - - - - - - — t - t - - - - - - - - - - - - - - - - - - - - i I i ( 4' -Sy "' i 13' --13/4 f ta' -mid" SLOPE 2 "� ' + — I I 2 I I i A3.02 �\ + I 1 1 I i 1 + DINING I t TIO ONE I f A302 i + 1 1 I 213 Tf LY i 00 - �4 ' 86.69) II I i 1 I f I I + = t 7s I I --- - '-- ------ -l- - -- i-- _--- -- - - -- f� 1 11 I i I 1 `� i ENTRY 1 I I I I (" ' + y I I I ---- - - - - -- CANOPY 12i HEARTH EXTENSION + ? -5/4 -- — _ — — — — — — I - , „ _ " I i 1 AL(GN C N MASONRY FiREPLA E t Z I 0/a 3 SYS 12 -5 %" 5 IIII I � � II I I I I 1 1 1 1 1 W1 3' 16." �4'-11l4° 6' + -11" a i ' I + I i I T/O STONE i + �- H - - it - -- __ A55AG I = A54AGE - - _ - - - - - I 1 1 n 215 2 r 21 1 1 I =� v +i OUTDOOR �' — — 2 f ` WIS i T/O Y ' I DECK I 1 2 - -- _ i FOYER g"1 Q�" _ 1 I ii 214 ( + / 219 ; I ii 1 L Ild N 1 ENTRY ' I ti4 I 1 1 ' i f i 1 i ' I CLOSET ' 1 1 i XERCi5E/POOL J - - ii - - - - - - - - -� - - - - �- - - - - - - ( _ 222 - - - - - - - - - B _ V STIBULE_ II _ �— _ - I i T t r `�- '� ABOVE - - - - - - 1 d z I 22� T _ - - - - I ---�- K t1 - - - -+ -1— - - ONR)' — ' i ` - - --+ - - k _ A - - - - - - - - - - -1 - - - I _ FiR PLACE W/ CUSTOM - — — — — — — — — — — — — 6 '-0" �4'-(" t - - - --_ - -- -- +i i "ELIKOR MAMBO" i + 1 ° n OUTDOOR I I = t -------- - - - - -- ��f4 S�{ - =- ------- L- C�C4t-- S��-- "FLk!- __- _ -_ - - -- --- - - - - -- - -- - - - - -- _ -__ - -- -- - -- z12 �_ ' - - -- - -__ -__ --- - - -_____ -- I - ---------- - - - - -- �.. " �' 186.00 ) �" ff 5E TiNEL DAMPER ' GU T ST 1 UEST 5T W44 t I 1>� - � �a�.5) � �uE� �T� ti i + � _ ��+ ��.I ii I t W4 2 YE T1BU i I BATH` CL SEA- 1 �Q � � � t 6 ( - - - - -- - - - - - -- - - - - -- - - - - - -- - - - - -- - - - -- - GOit1S M - DN _ _ 221 1 t`I 22 25 1 - - _ - _- t '' '` — — — — — \ / - - 1 I I - I ' - - - FIR PLACE PER 2003 + t i I 216 - i I I i - - - _ t� i I GREAT ROOM IRCI CODE + i 211 + - 15 /12 ' ' , ' tfi I I I I III 217 I _ , _ ° ; 213 _ 2f6 21, - f t .-r' _ I 1 - � 3 f � 3 �� , � u 2 2 � " 2 I� ( 1 i I 1 1 + 1 r Z- /4 3 6 /4 2 -4y 4 -3}' 3 -4Y t T/O L B �(I II ROOF I 1 - c i 1 ENTRY _ i11 Aa 5 - 1 - 88. Y ABOVE , III t I u _� eW �E 2l t r - - - - 1 T/O PAT(O 1 1 I 1 1 i i i I ,t7 t i TIO STON t ff t + v 101'- 6 788) 2t8 10i 188.25) II GU STE "2 GUEST 5TE 0 2 t + EXERCISE/ POOL 1 I 1 i 11 W9 223 226 O L T/O SLAB -- 101'- 6" 188.0 1 i Wig i cv + ra St i — — — — _ . _. 228 I 1 ( 1 ( 1 z 5 - �i- 4fi =TGZ4 T/O SLAB �� + v emu/,! f �I— ......_ t 5T- HV -IPI 100' -}' g6 5 BRIDGE�� I A3 03 A3 03 1 -I� % v t T /O'LY DIRECT j ABOVE I P - _ ( 0 1 , 06 1 0 2 5 s VENT GAS i _ 5 DS + II °�- - - - - --} - -� - - - - - - - -STAR - - - - - _ _ - - - - - - - - - - - - - - - — — — — — — — - -�— ° - - -- - - - - - -- _ _ _ — ,_.. .- ..� �c — — — `': � ii�� — + - T/O -P fICS.STCON.,..sM ,i - -_.-- --- i 1 s -- 1 1 t '., 96' 0 180.5) i N2 gg - g 6.2 `�.�, 1 `� ,i/ i A t I \� A3 04 A3 04 fi / I 1 1 _ � t ` t I t + � I i 1 i f I I i I C am .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - t - - - - - - - i' _ 1 — -y I T- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ __ - - - - - -_ _ _ -- - - - - d - 3 " 1 � g' -2 4 I 5' -3" 12'_6" 8' -9" " I I - 4 E A F fi J Ft t f, 1 I I 22' -1" 18" 18" 18" 12" i8' -6" 6' -1I "" 5' -i" i1' -6" 522 32' -6l" 18' -0'" I " I ' -9" 10` -6'f 153' - 1" + 11 1 2 3 4 5 6 8 9 10 li 1 12 13 14 15 16 A3.01 c; 1 �e _ C _ D cv rF, �n r b A, J K a �n CV N � t r C3 W � al — M �n in Cl _ �J w S1 _ P >� � R 0) � S - - - T GENERAL NOTES: 1. ALL EXTERIOR WALLS ARE E2j UNLESS NOTED OTHERWISE 2. ALL INTERIOR WALLS ARE f�j UNLE55 NOTED OTHERWISE 3. ALL FLOOR ARE �F�2 UNLE55 NOTED OTHERWISE 4. REFER TO I /A FOR FiN15H FLOOR PLAN 5. ELEVATOR 15 A REVOLUTION ELEVATOR VA Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general @vagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contractor Developer: Dolan Construction, Inc. 970.926.8054 Surveyor: hnson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering : Monroe & Newell Engineers, Inc. 970.949.7768 MechanicaUElectrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970949.9794 Seal w sir a i i a � - i C Revisions: A /� A A A Issue Dates: 'K" 03.24.08: DRB Submitta ILrr 03.28.08: DRB Submitta "M" 04 01.08: Pricing Set "04.16.08 :DRB /Tech Revie 'P" 05.12.08: Building Permi Sheet Title: Main Level Floor Plan Project No: 2725,00 Sheet No: MAIN !._EVEL F�..tC. OR FLAN 0 T -8"' S' -4" 10' -8" TRUE P� .3llro" = 1' SCALE: 3/16" = 1' -0" d� �� T y � M1 i VA Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general @vagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contractor Developer: Dolan Construction, Inc. 970.926.8054 Surveyor: hnson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering : Monroe & Newell Engineers, Inc. 970.949.7768 MechanicaUElectrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970949.9794 Seal w sir a i i a � - i C Revisions: A /� A A A Issue Dates: 'K" 03.24.08: DRB Submitta ILrr 03.28.08: DRB Submitta "M" 04 01.08: Pricing Set "04.16.08 :DRB /Tech Revie 'P" 05.12.08: Building Permi Sheet Title: Main Level Floor Plan Project No: 2725,00 Sheet No: MAIN !._EVEL F�..tC. OR FLAN 0 T -8"' S' -4" 10' -8" TRUE P� .3llro" = 1' SCALE: 3/16" = 1' -0" d� 3 1 2 3 4 5 t� I I I t i l i I I I I I I I I I I 1 I I I I I I 1 i I 1 i I I I I I I I I I I I I t I I ( I I I I 3'- 4' - to' i "Tnl It 2 1 A302 A4.01 7 S 9 10 11 ` 12 13 14 15 l to 3 I 1 f3 A3 (Lf3 it t 1 1 ! I 1 \ I I I GARAGE T-1 A 3' -3�'s° s I I I I � I I —T -- — _ — —— - ------ ------ — — — — — — — — — ------ — — — — — - I s I I RA - ta 2 6 E i GARAGE ROOF BELOW, I I ( I I } RE: A2.04 I 1 PA t � t W9 2 L .. ..... MASTER S ITE Q I 1 1 1 1 1 tc<1 I 301 _ � _ _ � A402 — — 2 I - - - - - - - - - - - - - - - - - _ - - - — - ) - - -' -- K - — — — — — — — — — o — i — — — — I I - — — — — - - - 1 — — t _MASTER SUITE - - - - -t ' 302 , °_ "_` i ABOVE MASTER SUITE I ,WATER CLOSET MASTS SUITE a- 303 5ED�C� OM - { / 1 3A4 i t AVE I I t t f i t I I 1 1 r I ROOF E BELOW I I i I I i t t t PROVIDE AUTOMATIC I I t LOCK DOWN SPA i i i 1 COVER t i i I I 1 1 t GUTAITE $ IIII °'N3 A. C _ { i T/O UE K { il' - 98.33 N @ ROOF eL QPE i 1 BELOW I I m ( u 1 7, 34 7 --- - - - - - -- { -- 5 J { i I SG P I R I 1 DECK 4 I ° ABOVE { �s 1 ( r• 1 t cn f t I ii t 1 3 r AXE � { li / GK 112' -'{ I I I S S LID GLASS i { � 1 33 ,dl, FACING M t ' c4 GARAGE ASS NEL BEDROOM 1 1 I I I ________ I I I N2 W4 I I W4 { I I — 1 I I 7 � 1 30 t 61 r W 3 W1 W17 ` `ABOVE ( I I Z I 1 cv t 1 I i { A4.03 1 I A4.03 1 I I I i N N -- W9 N2 I I I o- -� ----_ _ _ _ _ _ _ - - _ _ _ _ _ - - - - —i- - - —,- - - r--- - —1 - --t— _ $ E+—t it A3,02 _ 2 I t EAT l GLQ t I i I f ,° ��' of 111ECT A J _ C iv - D o} N ---(:D m lb Q a I I I I I ii VENT GAS ALIGN i SLOPE ,Y I I I I 1 I I i I ti A APPI.,IANCE IDOORSi F___ _ _ ___ ______ }____ - -_ -___ t 5 -- 3 5 i A 3 1 s1 T /Ca DE < i i is ii 111' -10" 8,33 � I t T /61 PLY' i move AI 5 SLOPE 1 } - i " 198.5) i 2 I i 1 1 to' -e43 I I I t1 �N3 AVE I aA (I -�- - - - - - - L -L _ -I - - - I f : / � 03 u ( WZ z 16' -5y c I ( _ N OPEN TO = I ABOVE - t BELOW - I STAIR *3 I 1 -�- - - - - - - -� - - - - - - - II II FIREPLACE / 313 I �p K - - - —i— - - - - - - - - -1— - -� -�- - - -FCtES t - - 1 to - L { #� 2 0' 98.5 CATWALK ; - - -- ----- -_____ - - - - -- --- - -I- -� {--- i---- [-- - - - - -- P r - -g _ =1� -t-- 311 2 -'- r---- - - - - -- i to -5y 4 -ifs - 2 2 i _ _ N 30 W9 AL.1GN WINDOWS _ ABOVE i - - - - - - - _) _ _ - - - - (( -- --- SUITE #3 G E5T IT GUEST SUITE *3 � T1© LY i v r - - -- ------- - - - - -- - - - I I I I I I t t r____ - - STI ULE = BEDROOM , 50Y LOUNGE 112 198.5) W9 _ I _ - _ -- EL OR 3178 I I I t t - i I 3 I 312 I _ t 1 - - -- - - -- - -- VE 311 N I # G SUITE "' r _ ; I CLOSET Aeovs 4 c� i i � 3> `, ��,. I I I { a cv �_ N i W9 t LW L.y I 314 WS t A II WC3 GUEST SUITE *3 I I (GUEST SUITE *4 i�' I GUE5T SUITE t N W13 ; BATH ; i BEDROOM BATH - - - - - _ - - _ _ - ! \ t - - DN - - - m _ 3IQ1 - - - - t - - - - - - - 314 - 3IZ 310 rz L - {® - , - - - I- - r- - -I - - 1 I r-- r -r - - -- - -- - / - - - - - - - h Tl0 PLY , i i ? 1 315 - 1 l� I IOro`i-0 C92. � ' � asra3 A303 E � � T/O PLY �� i/0 PLY WS �0 56 RAIL i CG F306 ASavE 4 i $ j 1 I -- - g � ( 112 - >� 198.5 }t �. t ,� DS I S i t 2 0 198 5 ° I - h - - OPEI�1 TO 2 OW f` { 1 TtC? DECK t t /0 DECK q , Aso 43.4 - - - - - - - - - 3 t r j — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I i t d 1 22' - 1 " � 18" � 18" � 18" E12"� IS' - to" 1 A4,01 GENERAL NOTES- ]. ALL EXTERIOR WALLS ARE 11' UNLESS NOTED OTHERWISE 2. ALL INTERIOR WALLS ARE U75 UNLESS NOTED OTHERWISE 3. ALL FLOOR ARE FL UNLE55 NOTED OTHERWISE 4. REFER TO 1/A1.01 FOR FINISH FLOOR PLAN 5. ELEVATOR 15A REVOLUTION ELEVATOR I MP VAg, Inc. Architects & Planners Post Office Box 1734 Vail C 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: generai@vagarchitects.rom 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer. Dolan Construction, Inc„ 970.926.8054 Surveyor. hnson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: ONE MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 MechanieWElectrical Ent ineerinL- MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer. Worth In #eriors 970.949.9794 Seal r tf r Issue Dates: 'K" 03.24.08: DRB Submittal "L" 03.28.08: DRB Submittal "M" 04.01.08: Pricing Set N "04.16.08:DRB/Tech Rev 'P" 05.12.08: Building Permi Sheet Title: Upper (level Floor Plan Project No: 2725.00 Sheet No: UFFER LEVEL FLOOR FLAN 0 2' -0" 5' -411 MUE PLAN SCALE: 3110" = I' -17" 1 * 3\6 , 2 A4.03 A401 1 2 3 4 5 to 1011 t 12 13 14 15 1r, A3.03 I I 15CUPPER GARAGE I fl I I I I A � , , I 'l+ + it �+ I (1 I I ( I I ( I I I -" I v i 1 I 1 4 0 4 -0 1 i t 51-IEET METAL t I LINED INTERNAL t `� GUTTER ' -�- - - - - - -�- - - - - - - - ti - - - - -t �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� - - - - -I - - - I t I I 1 I 1 T/O P,4R,4PET + DECK i ' i i /;' el. +123' -o" 0110.01 2 BELOW '_ ,. t ( .03.03 I I I VIII t GARAGE j T/O PA A ET t t 3 s eL +123' -0" 0109.5 I ' DECK i i i t I I SN I IIII � BELOW , C - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - DECK I 1 i 1 1 I + 1 11 _ 1 9 1 1 1 ' t _� BELOW A TIO PARAPET U i i i SCUPPER .09.01 ( I I ; I 4' [IR3 - - - - - - -- - - - - - -- -� - -- - - - - - - -- ------ Ir ----- ' WALL FE y - - - - - - - - - - - - - - - - E - - —,— - - - - - - - - - - - - - --,— - - —� 1 ' i 10 I t I SI-IEET i i _ ----" I �" I --""1 ASO[ i I i l 1 1 LINED INFERNAL UTTER j I i i I SCUPPER 1 1 DECK BELOW j 2 .12 i 12.12 1 ' GARAGE _ j 1 Ii i Ii I I t i _ _ i — — — 1 — — — — — — — I I 1 I i FiREPL GE IIII ; FLUE ; -J A40.5 1 1 +1 2 2 I i I I j I i .0901 A302 I I I I I I i , I ( 1 I TYP I i .03.02 1 1 1 1 I I IiIII j a I __ - - - - -i -- ---- -- - -E- -- - ---- - - - - -- ----- f- - - - - -- -N - ° - - -- 28' _% I I I I 1 I I , — -- - - - -- — - - - -- -- 47 — — r -- -- - - -- i__- ______ - - - - -- - - - - -- - - - -� i - - - - - - -- L - - ------ -I - - - - - - — — — — — — — — — I I I I I T/O CHIMNEY i I I I I I - -- --- ---------- -J----------- __ - - -- I ------ 25.12 .0901 3' _fZy „ ZDECK BELOW — --- ..,... - -...; —�. —, _ „� _ --• - 1 A9.09 I I i I 1 -�- - - - - - - - - - - ° - - - i 1 - -� - - - - -�_ - - - -I - - - i - - -- - - - -____ _ .. - ----- - - - - -- - -- -- _....... -_- - - - - -- 1 1 $ X1 P3ARAP �9 ------------------------------ - - - - -- ------ -- - 1--- 1-- �----------- ° --------- - -- t - t - , -- _--- 1 - - - -_ - - - - -_ ------- - - - - -- ------------------------------------------------- - - - - -- --- - - - - -' - 1 -_____ -- - - - - r -- 1 s1 i i i i T/O f=AR,4PET I 1 - - - - - - - LL I - - e +i3 ' - 0 1-8 .5) - - - - - - - - - - .}. 1 FR3 S I i I I 1-�EET METAL !- LINED INTERNAL i i 11 1 ; 1 i t 1 I I 2.12 1 GUTTER j , T/O WALL 3E i 25.12 i I 1 I I I .09 2:12 .01 1 i 1 1 i° +123 -3 0109.15) 2 i ° 1 1 I I 8 ( - I i - - -- - - - - - -� - 1 R3 1 1 t i I 1 I T/O CHIMNNE i i i i BELOIt� LLJ 1 el. +123 0110.0 - - - - - - - I J-1 L -_ I 1 - - - 1 c ' L - - - -} a- t 4 t'-_ -- - - - -! A303 A3.03 I ; A91a9 Q - - - - - - - - - - - - - - - - - - +-1- - �- - - - - - - . +1 -(o 09.05 ---- - ;,""_- � \ - - - - - , I el. + 124' -0 11 - - ---~ --- r A3.04 - - - - - - - - - - - - - Fl — — — — — i 1 LIJ i 1 I 1 I I $ - - - - ------ - - - - - - - - - - - - - L _ J - - - - - - - - - - - - - - I - - - ------ 3 3 1 - - - - - - - - - - - - - - - - - - - - - - - - - - .09.01 - - - - - - - - - - - - - - - - - - - - DECK BELOW ECK BELOW .09.01 1 1 1 1 I 1 4' -0" I T/O WALL FE I ' - el. +121-r," 0 4.0) I I I I I f i I I I III11 1 ,/ 22' -I" 18" 18" IS" 12" 18' - Ga" r�` -il" 5' -1" -(o" 5y 32 (,, 18 -0" 7'- " 14' -9" 10' -h" lo 1 II Mimi 1 2 3 4 5 (o - f 8 9 10 11 1 12 13 14 15 Ire ROOF F AN .03.01 ---G) _ C ry _ D 01 cv ---(D --(D Cq 6� 0 d ---G J K m -23 L c{1 m P m c{l ctl 4: 4 CsENERAL NOTES: 1. ALL ROOFS ARE CLASS A UNLESS NOTED OTHERWiSE 2. PROVIDE HEATED GUTTERS, DRAIN5, DOWN5POUT5 AND SCUPPERS R.E. MECHANICAL VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: generala@vagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Surveyor: hnson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/Electrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal �o r♦ s i rf Revisions: A A A A A A Issue Dates: 'K" 03.24.08: DRD Submitta IV 03.28.08: DRB Submitta "M" 04.01.08: Pricing Set "04.16.08 :DRB /Tech Revie I P " 05.12.08: Building Permi Sheet Title: Roof Plan Project No: 2'725.00 Sheet No: ii s ii S T S R a P N M L K J H G F TE D G B T t t i I ALIGN F STONE G4 T/O FINISH - — — ----- •— •--- •- - - - - -- — ......T/O f?ARAPE -. T� "(118.5) E +132' -0 _.— .— .— .— .— ._._._._._._._.._._. _T / O SAVE . — ..— ._._.— ._. ...... — ._.— ._._.� EL +128' -9" (11 5.2 . ® _ T/O EAVE EL +125'-2" 1114.601 - •--- •---•-- - - -•. — — — — — — — _ T/O PLATE EL +124' -0" 110.5) — — — — — .— .— ._._._._._._._. T/O PLATE EL +122' - C109.m) ------------------ ------------ - - - - -� ------ - - - - -- r I / } r r it Y T/O PL-!UWP_ UPPERR LEVELh } EL +117 (98.5) } } } } } } } } } } I I I 1 } T/O SLAB P EXRGI POO ROOM t 417E — - — - — - i— - — - — - — — — EL +101' -(o" (85.0) ----- - -�... .— .— .— ...,.-.. —. T/O PLYU— EL 4 � MAIN LEVEL 0 -0 080.5) )ED GRADE T/O 5LAf3 �? LOIUER LEVEL,, .._._._._._._._._._._. EL + 5a'- O" PIL - (14.5) 1 i I`T �EX�TEP� Gj 3110" = 1' 1 2 �3 4 5 0 8 9 10 11 12 13 14 15 10 WEST EXTERIOR ELFEV TION 3/1& = 1' T/O —=y EL +llc3' -�0" (100.0) /© E'LYMP 15 UPPER LEVEL EL +112' (95.5) 6 _EXI RC ISE/ FOOL ROOM � — EL +10f - 0 (58.0) T/O PLYWD 60 MAIN LEVEL 1/0 SLAB e LOUDER LEV EL EL +58' -0" U14.5) GENERAL NOTES. L ALL EXTERIOR WALL ASSEMBLY TYPES ARE Fi UNLESS NOTED OTHERWISE +7� - GPI �1 - 411 (1754 - 51I SCALE- 3116" a = gw VAg, Inc. Architects & Planners Post Office Boa 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: generalgavagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Surveyor: hnson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering ; Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/Electrical Engineering: MKK Consulting Engineers, Inc. 303.769,6000 Interior Designer: Worth Interiors 970.949.9794 Seat s r i Ali Issue Dates: 'K" 03.24.08: DRB Submitta 'L" 03.28.08: DRB Submitta I 'M" 04.01.08: Pricing Set "04.16.08:DRB/Tech Revie 'P" 05.12.08: Building Permi Sheet Title: Exterior Elevations Project No: 2725.00 Sheet No: A3* 01 0 2007 VAg In ArcLitocts R Planactt T/O EAVE ,r, _. —._ EL TI PLAT +12T -6" (114.0) T/O CHIMNEY GAF' � EL +123 -6 ( 110.0) — —' — !=L T/O EA V� ' +121' -11" (108.4) WEST EXTERIOR ELFEV TION 3/1& = 1' T/O —=y EL +llc3' -�0" (100.0) /© E'LYMP 15 UPPER LEVEL EL +112' (95.5) 6 _EXI RC ISE/ FOOL ROOM � — EL +10f - 0 (58.0) T/O PLYWD 60 MAIN LEVEL 1/0 SLAB e LOUDER LEV EL EL +58' -0" U14.5) GENERAL NOTES. L ALL EXTERIOR WALL ASSEMBLY TYPES ARE Fi UNLESS NOTED OTHERWISE +7� - GPI �1 - 411 (1754 - 51I SCALE- 3116" a = gw VAg, Inc. Architects & Planners Post Office Boa 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: generalgavagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Surveyor: hnson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering ; Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/Electrical Engineering: MKK Consulting Engineers, Inc. 303.769,6000 Interior Designer: Worth Interiors 970.949.9794 Seat s r i Ali Issue Dates: 'K" 03.24.08: DRB Submitta 'L" 03.28.08: DRB Submitta I 'M" 04.01.08: Pricing Set "04.16.08:DRB/Tech Revie 'P" 05.12.08: Building Permi Sheet Title: Exterior Elevations Project No: 2725.00 Sheet No: A3* 01 0 2007 VAg In ArcLitocts R Planactt d � ----------- VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general@vagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Surveyor: hnson, Kunkel and .Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 MeehanicaVElectricai Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal r - — • T/4 CHIMNEY �,- • EL +131' -2 Cll�.h) •--- •- - - - -.--- T /OEAYEg '— EL +129' -10" (110.4) T /O EAV — — — — — — — — EL +128' -10" (115.3) T/O PLATE --- .-- .----- ...._. - -. - -EL f�4,0) EL +1260' -(o" (1130) T/O PA — — — — . —. —.— — E'L +123' -3" (10(1 ) .. — . — . — . — . T/O P— YLP 1E UPPER LEVEL EL +i12 -0 (98.8) T/O 5LAB, f EXERCIBE /POOL ROOM — EL +101' -b" f88� -T/0— J -`=C'L A Imo! -L EVEL EL +100' -0" (O& �) — .— ._..!IQ 54 AB LOWER LEVEL, EL +88 -0 C�4.5) 4w a, • i r fit• I Issue Dates: 'K" 03.24.08: DRB Submitta 'L" 03.28.08: DRB Submitta "M" 04.01.08: Pricing Set "04.16A8:DRB/Tech Revie 'P" 05.12.08: Building Permi Sheet Title: Exterior Elevations T /G? CHIMNEY - — — — — 'EL +123' -8" (1100) T/O PLATE , T/O ,PLYLID -a I EL +112 0985) T/O F?L1'IUD, fD MAIN LEVEL — EL +100' -0" (56 -5)� L(2LJER LEVEL EL +55' 0 ( )E :ADE NORTH EXTERIOR ELEVATI 3/16" = 1" lifts 15 14 13 12 11 10 9 8 7 /0 5 4 3 2 1 t t i t t t t t t t t t t t t t t t t II i GENERAL NOTES: 1, ALL EXTERIOR WALL A55EM5LY TYPES ARE F1 UNLESS NOTED OTHERWISE E46T EXTERIOR ELEVATION 3/1& i' = 1' 0 T -8" 5' -4" 10' -8" IN "'�. ■ ■.J SCALE: 3116o" = 1' -0" Project No: 2725.00 Sheet No: PROP05ED GRADE t tt t f M N p Q FR 5 T 7 iT 7 TT T/O PLATE,, T/O f=l--TUV. a RL O T T/Q_pj e MAIN EV 4,t I1 I II I !I I II ...... ...... i II I II I I 1 1 I I I N�O �RT H E �XT �F_R �10 R�r= �LE �V; 4 �Tl 0 N 3116" = 1 EL LC T ---------------- tc PV�s ...... —, — - T/O EL +11S I FOR T/� ELYUV * 0 UPE!Eg LIEVE4 T/O f�LAT Ar-ro" ((3a4 Y 0 MAIN LEVELt T/O E.4 TIQ-f'LYUD. 0 WPPER LF.- 4-4,t F=L +112'-0" CB5r5Vr tUcCTAJC C-MC46SURF T6 S APOCD T/O S ,40 (:�A 49 .:� p +1 aeffi+ MA IN L +100 T/O PLYUJP, 6 U R EL +11T-0 ..... — r=T- - + V - x" • FA 4 0 a fi g, Inc. Architects Planne Pat O>tIIea Baz 1734 VAR Co 81681734 (970) %9.70M f=""mm A"S, CO UM GmeW Ceaftad w RE!!4Ww, Dow Construction, Me. WOS"C"m &WIlow, *mma, Km" &MAm*d&tas,l "0.32&&W PM@jMArM%etma SOMM&C rom%"" fteeftmZadmaim: Moarft&NeW*RE2&ftrs,lu 970949.7768 303.769.6000 lakdor Dukur. Worth interiors 9709499794 • 46 � Revisions: AR 03.1&09 A 0430.09: Revisions A 08.20.09: Windows A A 12L Issue Dates: I'M" 04.01.08: Prldng Set 11 04.16.08.-DRB/Tech ReW 1 " 05.12.08: Building Pern tt 03.1&09: Client RmkA( 10-16.08: Revised Pere SheetTitle: Exterior Wr=5T EXTERIOR ELEVATION 3/16" = 11 -011 ......... 1� T, �3 � — . i/_lPLplillLP_*f*ffP60IN I SOUTH EXTERIOR ELEVATION 3/1(011 = 11_011 AA BS CC DD II I NORTH EXTERIOR ELEVATION 3/16" = V-0" A�F A3 A2 Al Al A2 AB A4 I I I I I I 3/16 = P-o" -SCALE 3116" = V-0 Project No: 2725.00 Shed No: III ----------------------------------------------------------- J_j W "M X 0,' 's 'MR, m 2, OF RON, NXE'k A tw VAg, Inc. Architects & Planners . . . . . . . . . . . . — —T/2EAVE "' EL +125'- (110,5)"' ...... ... E,� ... / _L P PLATE — +124'-0" (110.5)F T/O PARAPET EL +1 70 —TfQ—JELOWP—e. LFF-EER LEVEL EL +112'-0" (95.5) Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: generalgvagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contractor Developer Dolan Construction, Inc. 970.926.8054 Surveyor. I Dhnson, Kunkel and Associates, In 970.328.6368 Landscape Architecture* SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/Electrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Inte Designer: Worth Interiors 970.9499794 Seal I ( I ( ----------- -------- �11 T �ER �10 R�E �LEN, * �** ' A �Tl I �IN L K J II � II i � I II it I it I i i II ii I II i i I II EXERQ16�LF000 ROOM +1 EL 01'-ro" (55,0)' —T/.QLpL) � J5AIN LEVEL FL +100'-0" (56.5) ' T/O E +88' - (1 45) - — - — - — - — - — T/O EAVE EL T/O PARAPET EC Z Y lo TLC. F-L ATE E�C — +f� - (0 " e 10 —RQ—f 15) UPPER LEVEL EL +112 T/Pa4AL5. ID ROOM T/O FLYWQ 6 MAIN LEVEL EL +100'-0" (56,5) * f I — .— .— .�.— �.— .— .I— .— .�.I —. —.� —._ .�.— .— . —. —,— T/O SLAB Q LO WE R LEVEL - — - — - — - — - — - — - — - — - - — 0 , -,s,, SOUTH 4 EXTERIOR ELEVATION 3/1, = 11-0 11 0 2 5'-4 10 SCALE. 3116" = I'-0 • • • Revisions: Z� A A A A Issue Dates: X" 03.24.08: DRB Submittal '?L" 03.28.08: DRB Submittal "M" 04.01.08: Pricing Set 'N"04.16.08:DRB/Tech Revio i 'P" 05.12.08: Building Permi I Sheet Title: I Partial Exterior I Elevations I IrcXl Project No: 2725.00 Sheet No: M nm a 16 15 14 13 12 11 10 9 a & 5 4 3 2 1 T T T "w "k M d rup K A A TIQ FLT CEILING (98.5) EL +12-3�'�-3 a$ FL-YWP. 6 I EFER. LEVEL,� FL +112'-C" -L/r->-FLY-wp- . EL +10ro'-0 (e2.5)"F /O-FQLW12-10-t:141N. LEVEL EL +100'-0" LAN2LNG-, EL +94'-0` (aO.EO' P!Q0L1LC:. � L2U)EF. LEVEL EL +80'-O" C143)" T ELAT-E-f LIVING ROOM EL T/O PLYWD 6 UEFER L EVEL EL +112'-0" (98.5) L/-0-FLY—WI2- -0 MAIN, L.EV�L,.L, EL +fO " (80.0) - L/0-f>L�YWID 6 MAIN LEVFL,�, E +] 6 1 - "' 7 T/O LONG e LOWER LEVEL EXITING GRADE 311 &'" = 1, 0 2'-8" 5'-411 10.-811 IN E ME - 6GALE. 3116" = 1' -0 V ..,A,Lg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general*vagarthitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer. Dolan Construction, Inc, 970.926.8054 Surveyor. I Anson, Kunkel and Associates, In 970-328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 AfechanicaVElectrical Eu&eerinL- MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal 4w • 4wM0 • 40 F - Issue Dates: "K" 03.24.08: Not Issued IfUl 03.28.08: Not Issued " M" 04.01.08: Pricing Set N" 04.16.08:DRB/Tech Revie'v 1 'P 05.12.08: Building Permit Sheet Tide: "- W LTD C=w Section Project No: 2725.00 Sheet No: I T 2 3 4 5 T�" Jill . . . . . . - - - - - - ------ --- t I fi i fi t 2 3 4 5 7 8 9 10 11 ----------- 4 ----------- f I ------ ------ ------ I I E L +1 12 ' - L.- �EL 0. � -2E (101) 1 I I I -------- UO-FL-Iwa LEVEL EL +1001-01 (59)� ...... ---------------- I ( { ----------- T/O — UNC. e LEL ou �21 VE E 3F!0 U1 ( I I f eUILDING SECTION 13 14 16 i�6 II ( ( I �I - - - - - - - - - - - - - - - - - - - -- 4 - - - - - - - - - - -- 4 - -- ---- - - - ----- -- - - - -- 4 --------- II 1 I I I wD 0 UMER LEVE4 II I 1 I ( I I FEL -� N LEVEL .h. EL +100'-9P" (565) - -�� S 0 LQWAR LE 1/- EL +55'-0" (145) II I 3/16 = if 0 2 5--411 101-8ll SCALE: 3116" = V-0" e R g 14, %ARURN10-01 , zr ka" R VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general@vagarchitects.com 90 Benchmark Road suite 202 Avon, CO 81620 General Contract or Developer. Dolan Construction, Inc. 970.926.8054 Surveyor. I ahnson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970949.7768 Mechanical/Electrical Engineerling- MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer Worth Interiors 970949.9794 Seal Issue Dates: "K" 03.24.08: Not Issued L" 03.28.08: Not Issued "M" 04.01.08: Pricing Set 'N"04.16.08:DRB/Tech Reviei i 'P" 05.12.08: Building Permil I Sheet Title: I I O Sectioni Project No: 2725.00 Sheet No: IQ17►- T S R a IF I N M L Y TT 7 ...... ...... ...... - - - - - - ...... ...... ...... ...... ....... I BEDROO M CATWALK ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ------ ---- ----------- �.�' �z'Y. n�� ` � y .Y � 'Y ' �— _ _..._ _ �..�.. _ _ I1 �! Y, %��, AX .i Y k. 1 LYWP F'ER ' LEVEL EL I I i' ' I I I I 1 ------- ( rt i Y LWD +fi§o-i 0 M EL —,, (66.5) IE GUEST ST 0 2 UE$T STE 0 2 I I —T/O. CP1 LC. e �OWER EVE-� EL I I I� I I BE M I CLOSET F2_2 5� I !# . . . . . . . . . . . . . . . . . . ------ ......... (I I II I I ------ --- -------- ! � ---------- . . . . . . . . . . . . . . . . . . � . —. —.— I - - - - - - - - - - - - I — •— I •— • _- - -• - -- I ( I ...... ....... ...... ...... ...... -------- II ...... I T/O I-LATE Q L IVING RPQN,, I ------- ...... ------ ...... ------------------- I _. —._.�. 1 LYWP F'ER ' LEVEL EL I ( ( I I I ------ ------ ------------- ------ — - — - — ------- ( ( I 11 I ...... ------ ...... ------------------- I I 1 ------- ( 1 I Y LWD +fi§o-i 0 M EL —,, (66.5) I I I _._._._._._. _.�._ . �._._._. —.I— _ _ _ _ _ .— .— . I I I ( ( I I I .— ._. —._. —. ------------------- I ( I ( I I I I I —T/O. CP1 LC. e �OWER EVE-� EL 5UILDING SECTION 311& 11 = 1' R a F ...... ...... ...... ------ K J N Cx E D C 5 A ( I I I I ( (( I I I ( I( ( I � ( ( I I ( II I ( ...... ...... ...... ...... -------------- T/O - TE a F-1.41 ,L IVING QQt7l, �� I I I I EL lkit I I I I A .�� EL +112' 0' Oba"r --------------------- ------------- ------ ------ ------ ------ ------ ------ -------------- ----- `�� I I I I ��- I I I __ I I I I E I ------- ...... ...... ...... ...... ...... ...... ...... ...... ) T/O-FQ�U12- �B fk� L -t!l V L EL ?k E +101'-&" C88.0 ----------- ---------- ------ ---------- ------ ---- ------ ------ ------ ...... . . ...... L/Q FLYWQ 10 MAIN LEVEL ?. I I I I I I ...... ...... ...... ...... ...... ...... ...... ...... ...... — ._ . _ . _ ._._�— II I I T/O CPLLC-. f - L - QWER LE V EL +aa'-O" (14 I II Ii I i 3/1 &" = 1. 0 2'-0" 5'-4" 10 SCALE: 3116" = 1'-0" r VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1 (970) 949.7034 fox: (970) 949.8134 email: generalta 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Surveyor. I c)hnson, Kunkel and Associates, Im 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 MechanicaVElectrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 I nte ri or Designer: Worth Interiors 970.949.9794 Seal • dhi Abir Revisions: A A A A A A Issue Dates: "K" 03.24.08: Not Issued "L" 03.28.08: Not Issued 'M" 04.01.08: Pricing Set "04.16.08:DRE1Tech Reviei i f p" 05.12.08: Building Permil Sheet Title: I 10 miri A Sectio Project No: 2725.00 Sheet No: �IIG� X ME- NMANAI Q I x�� . �r, Ml a r .' z fS SIO STRUCTU I i l.U2 BOSTRUCTURE — { a _ - TAPE AT CEILING l A - OPE 1 _ t \ V \ i l --T AT � GWS APE CEILING 1NG S , tF � AND JOINTS - GU i - ° N TAPE AT CEILING, OPENING JO NTS, TYP TYPICAL �.-� --- i i � i �;.j - - OPENINGS, AND JOINTS, TYP - " GROUT SIM WI CONTINUOUS _ ° + WOL ZED SILL PLATE, RE r;.: s , MEMBRANE VAPOR A ., # °= s GW5 SOTN SIDES, TYP �- °t ° 5T UCTU A F NN Tf N N O VA TA ,- R R L OR GO EG O V APOR RETARDER AT R R ER A T BARRI O RR ER :�a AT FDN HEAD i O FDN WALL INSULATED D WA LL FOUNDATION T WA OUN A ION D LL 4X4 ANTI F1 � �_ � sI SILL INSUL SYSTEM, TY P QUE RE � , :-� TYP s us CAW BRIG z• K . ' i _� ° 3 - - VA Inc. EXTERIO FINISH SYS TEM , �3 , ER R 5" GMU WALL 2x5 STUD WALL ' ' S Architects RE: EXTERIOR ELEVATION h' s & Planners RE: STRUCTURAL a__1_ -�4 ° 2x4 STUD WALL Post Office Boa 1734 \. l _ t Vail CO 81558.1734 k � � il �i I �t - - - - -- 3 i r- •- - -- f �, '- ---- - (97Q} 949 7034 „ 3 UNFA BATT CEP B i, I WALL - : :...ry.. s• ::. _: :., 01.I AT email general@vagarchitects.com -1I4 GATT INSULATION FL A� I '�� / ° �� a _�_ INSULATION AT FDN NO VAPOR RETARDER fax: {970} 949.8134 I �t ° - "i :gene al @uagarchitects.com \\ \ �" STONE VENEER FILL ALL CAVITIES 1 __i i FILL ALL CAVITIES ° r INSULATED FDN WALL 90 Benchmark Road Suite 202 1 3 . INTERI 1 RE _ \� -- ° Avon CO 81520 AIR AND FURRING 2x4 WOLMANIZED STUD FURRING - \ � ! - C� --- AT 1�o OG LAID FLAT, i i .-1 AGE r , L D a� —i C a Developer' 4 \ t ANCHORED TO CONCRETE FDN General C ontract r ° Dolan Construction, Inc. d Q WALL 24 OC VERTICALLY ADDITIONAL SILL PLATE T, f ', ��_� _ 970.926.8054 OR BLOCKING AS REO'D Survey ADDITIONAL ;I D ONA I ° FOR SASE ATTACHMENT, hnson K = ,•1 `� \ \ D L S LL PLATE OR , , Kunkel and Associates, In \ ': {; TYPICA P L „ BLOCKING AS REQ D FOR 970.328.6368 �, - � N .5.-- � �- - -- 1 �2 _ � — 1- EXPANDED POLYSTYRENE - -- - - - - - -- -- SASE ATTACHMENT, TYP ��' - � ' CONCRETE FOUNDATION --- ��- RIGID INSUL -FILL ALL Landscape architecture: .. _ - - CAVITIES BTWN STUDS SQNES MAC -- - -- WALL, RE: STRUCTURAL ° ° ! - _ - - - -- 1 " 970,949.6490 °�� - - _ CONCRETE FOUNDATION I _ Structural Engineering --- - - - - -- 1 1 WALL, RE: STRUCTURAL Monroe & Newell Engineers Inc. 41 ��I� -- - _ T/O SUSFLOOR �~ / m - u � � � T 970.949.7768 MechanicaMeetrical Engineering: { ��4'- T/O 5UBFLOOR ._ f MKK Consulting Engineers, Inc. 9X t3 9C� 9 ,,�� —� 303.769.6000 TYPE - 5(M TO TYPE � TYPE - SIM TO TYPE 7 _,I_ 1 _ ! {_ T/O SUBFLOOR EXCEPT SUBSTITUTE GWS WITH EXCEPT SU55TITUTE J" GW5 -{ 4 InteriorDesigner: Worth Interiors TYPE "X" GW5. FIRE CAULK WITH ° "" GMMU AT TILED WET TYPE rOX - 5(M TO TYPE � TYPE ' - SIM TO TYPE ° 970949.9794 FIREPLACE ALL OPENINGS AREAS_ USE "GREEN BOARD" „ AT ALL NON -TILED WET AREAS EXCEPT SU55TITUTE GW5 WITH EXCEPT SUBSTITUTE GW5 ° TYPE X GW5. FIRE CAULK 4 WITH ,* " GMMU AT TILED WET TYPE 3 X - SIM TO TYPE a TYPE 3 G - 51M TO TYPE FIREPLACE ALL OPENINGS AREAS. USE "GREEN BOARD" EXCEPT SUBSTITUTE J" GW5 WITH S" I EXCEPT SUBSTITUTE 9" GWS TYPE "X" GW5. FIRE CAULK d Z„ Seat WITH 10 GMMU AT TILED WET FIREPLACE ALL OPENINGS AREAS. USE "GREEN BOARD" AT ALL NON -TILED WET AREAS 3" = f' -fD" X X O I) X 5/0 STRUCTURE SIM W/ GOVT VAPOR ,.' -- { UJ2 5(M 5t0 STRUCTURE E s }` 5/O STRUCTURE BARRIER TO .I 1/ GWS - TAPE AT CEILING, 1 `LL -- � /� FDN WALL �� `•� I �' I OPENINGS $JOINTS, TYP J-- ' •... ti :- I "`"`- 1/2" PLYWOOD SWEATING 1 1/ f f i 1 __I TAPE AT CEILING, i RE• RUGTURAL MemBra in VAPOR RETARDER f OPENINGS AND JOINTS, i 1- 1 i NO VAPOR RETARDER AT BY GERTAINTEED - LAP SEAL TYPICAL r f :: ° ~ °' i PER MFR'S RECOMMENDATIONS ° TAPE AT CEILING, �' /�/ % �� '- I � INSULATED FDN WALL 1 ��^^,, _ s GW5 BOTH SIDE 6, TYP H D t ' T/O STRUCTURE, A I D OPENINGS AND JOINTS, TYP GROUT Nall 5 1=f —' EXTERIOR FIN15H SYSTEM, WOLMAN(ZED SILL PLATE I ° RE: EXTERIOR ELEVATIONS � - - -- -- - - - - -- i i CONNECTIONS TO FDN WALL h" STONE VENEER i °' PER STRUCTURAL "Mem5rafn" VAPOR r� - RETARDER 2x4 STUD WALL SELL INSULATION SYSTEM, TYP , ;.: 2xro STUD WALL ;tI I BY CERTA(NTEED -LAP SEAL PER MFR'S PACK BATT INSULATION AT 3 i UNPAGED BATT 1 - FRAMING JOINT, CONTINUOUS, TYP RECOMMENDATIONS : F=L A l i� j INSULATION AT FDN WALL 2x& STUD WALL, °-.� � � r i _k .• NO VAPOR RETARDER AT - _� FILL ALL CAVITIES � `-- ,�- �... i �� INSULATED FDN WALL _ FL AN INS - �;•. I Q I___- RE: STRUCTURAL -_ 5- BATT INSULATION 'I 2x4 STUD WALL 1/ AIR AND FURRING ° .. ��- -' _ F ..,__ ;;:: FILL ALL CAVITIES =_',1 _ ( 5'i2" BATT INSULATION - � �r•i 1� SPACE I 3 1 1/2 FULL BATT INSULATION FILL ALL CAVITIES, TYP Flo FILL ALL CAVITIES. INSUL SHALL ADDITIONAL SILL PLATE - BE UNFACED AT CONC FDN _ OR BLOCKING AS REO'D ''' _ _� __ WALL .. FOR BASE ATTACHMENT, � �� - -{ TYPICAL __ - -_- _ _ -� 11� -- I ( __ ;•a ' X1 /8 " GWB 1 v - -�- -� CONCRETE FOUNDATION ..-- -' 1 � - W �..�` ° �2" AIR AND FURRING SPACE 1415 � ��` ► � � :� i ° WALL, RE: STRUCTURAL 1 BLOCKING AS REO'D FOR 5 ,4 r I ' BASE ATTACHMENT, TYP ADDITIONAL SILL PLATE OR 7 7 -T -- -- --- ---- — •' R /- - - -_ - -- 1 ,, ---- -___ -' --- - - - - -- _;� I A SIL PLATE O ,. L CONCRETE FOUNDATION WALL, - - - - - - -- _ _r I BLOCKING A5 REO'D FOR 1 — r i L�_ 1 5A& RE: STRUCTURAL SASE ATTACHMENT TYP 1 T/O 5U5FLOOR T/O 5UBFLOOR I � T/O SUBFLOOR r T/O SUSFLOOR TYPE 5X - 51M TO TYPE TY - 2X _ 2 2C 2 PE SIM TO TYPE r TYPE SIM TO TYPE ��! L___.. TYPE -SIM TO TYPE t I TYPE � SIM TO TYPE � EXCEPT SUBSTITUTE J GW5 WITH � EXCEPT SUBSTITUTE 3 GW5 EXCEPT SUBSTITUTE J GW5 WITH � EXCEPT SUBSTITUTE GW5 TYPE "X" GW5. FIRE CAULK d WITH � GMMU AT TILED WET TYPE "X" GW5. FIRE CAULK 4 WITH " GMMU AT TILED WET EXCEPT 6U55TITUTE 'itiry FIREPLACE ALL OPENINGS AREAS. USE "GREEN BOARD" FIREPLACE ALL OPENINGS GMMU FOR 5t5" GW5 AT TILED WET AREAS. USE "GREEN BOARD" AREAS. USE "GREEN BOARD" AT AT ALL NON -TILED WET AREAS AT ALL NON -TILED WET AREAS ALL NON -TILED WET AREAS W11 WAL A 5EMBL �' = 7"CFE W11 - A &,BEM L � - TYPE Wa WAL L 4 ,5,5 M L Y - TYFE W WAL A & 1�fi L Y - TYPE W2 Wa 3 = 1' -011 311 = 11 Revisions: A X A B/O STRUCTURE 5/0 STRUCTURE A 5/O STRUCTURE yam f iI I (-- - - -- HOT LIQUID APPLIED, RUBBERIZED TAPE AT GELLING, '; "4 ASPHALT WATERPROOF MEMBRANE - -II / TAPE AT CEILING, 21 MI N I NFORACED OPENINGS AND JOINTS, _ , 5 LS U RE '�' OPENINGS AND JOINTS, � �� AMERICAN HYDROTECH 6125, i T I h- HEAD � / r TYPICAL TYPICAL 112" PLYWOOD SHEATHING HE AD t> Q :.. $ GW5 BOTH SIDES, TYP WALL AND FOOTING Na GWB, TYP s I I F OU N DATION Tf I d ' iii 2 EXTRUDED POLYSTYRENE I — I INSULATION FOR FULL HT OF FDN 5 -Y2" BATT INSULATION - FILL 3 -Y2" BATT INSULATION - FILL - 3 -Y2" BATT INSULATION - FILL WALL BELOW GRADE, TYP ALL CAVITIES (ACOUSTICAL ALL CAVITIES (ACOUSTICAL {�° -" �:: —� ALL CAVITIES i <7 c i =, -.� Issue Dates: ;:_. CONSIDERATIONS) _ CONSIDERATIONS) :.N,. DRAINAGE BOARD W/ FILTER F ^k ---- - - - - -- ' I { FABRIC, LAP AT FOOTING AND EXTEND TO THE PERIMETER rr rr / / ., d I I I > K 03.24,08: Not Issued ` - -' ! h FLA / ! _ 2x� STUD WALL FLAN '= FL f- N : a x� FOUNDATION DRAIN "T" "T" 03.28`08: Not Issued ° ISOLATION JOINT rr rr 04 � . _ X —r=��- © t � ,._, - f _ lY04.01.08: Pricing Set c� I P - - I! 1=1 11= i c �' o o � "04.16.08:DRB/Tech Revi r e to STONE VENEER 2x4 STUD WALL U r � j o U o C� ) o f� { - =.{ r 2x4 STUD WALL £:. Q o n 0C� o I I� 'P "' 45.12,08: Building Permi o I I I � I ' ITS I - TP15 WALL TYPE SHOWN FOR (I � , I I i � I _ { ' I ONLY s I I I i .I I I I I � Sheet I ( ILLUSTRATIVE PURPOSES ' I --I ° 1— 11 REFER TO SOILS REPORT FOR ADDITIONAL SILL PLATE OF I '. ;�.::.�• • - ....,. ,::r .," ADDITIONAL SILL PLATE OR ADDITIONAL SILL PLATE OR BLOCKING AS REQ D FOR � � ! "� � �� i j�I i FOUNDATION DRAINAGE BLOCKING A5 REO'D FOR �- BLOCKING AS REQ'D FOR <7 ,a %` SASE ATTACHMENT, TYP. BASE ATTACHMENT, TYP. SASE ATTACHMENT, TYP a I r REQUIREMENTS GRADE ABOVE SHALL SLOPE Wall _-- ____ -- Q• 4 -4 !! I I AWAY FROM STRUCTURE PER ASSIZYIJI 101 CIVIL d GEOTEGHNIGAL • ENGINEERS, TYP Q � a (I I' USE AN EXPANDABLE DE',+11 T/O SUBFLOOR ,� T/O SUSFLOOR ,� ° °� T/O 5U5FLOOR - BENTON(TE WATERSTOP °'- MATERIAL- WATER5TOP RX BY CETCO AT FOOTING TO WALL JOINT TYPE 1G - SIM TO TYPE E TYPE 4?C -SIM TO TYPE TYPE -SIM TO TYPE EXCEPT SUBSTITUTE' GW5 EXCEPT SUBSTITUTE " GW5 WITH EXCEPT SUBSTITUTE" GW5 Project No: WITH "" GMMU AT TILED WET TYPE "X" GW5, FIRE CAULK 8 WITH ��" GMMU AT TILED WET AREAS. USE "GREEN BOARD" FIREPLACE ALL OPENINGS AREAS. USE "GREEN BOARD AT ALL NON -TILED WET AREAS AT ALL NON -TILED WET AREAS Z7ZS.OQ W1 WALE. A 5EM5L"'= TYF W10 W- WAL A M L Y' fib' ( W7 WALL A 1� L _Y= T_' W4 WALL 6E1� LY W TYPE W] 1 w:11 Sheet No: 3" = 1' -;O" A5e0l W X4 0 1 X M I N 5/0 STRUCTURE . ......... SHEATHING, RE: STRUCTURAL GROUT i TAPE AT CEILING, OPENINGS, AND JOINTS, TYP �4EAD XTA g� EXTERIOR FINISH SYSTEM, RE: EXTERIOR ELEVATIONS V X_X Inc • Architects & Planners "Mem5rain" VAPOR Post Office Box 1734 RETARDER BY CERTAINTEED LAP 4 Vail CO 81658.1734 S° CMU WALL - lFR'e RE- STRUCTURAL SEAL PER t (970) 949.7034 RECOMMENDATIONS fax: (970) 949.8134 email: generalgvagarchitectscom W." FL AN 2xCo STUD WALL, 90 Benchmark Road Suite 202 RE.- STRUCTURAL Avon, CO 81620 ro" STONE VENEER 51 /2" BATT INSULATION General Contract or Developer: RE- INTERIORS FILL ALL CAVITIES, TYP Dolan Construction, Inc. 970.926.8054 V Surveyor. J Kunkel and Associates, In 970.328.6368 Landscape Architecture: A SONES MAC V\ 5A&E i 970.949.6490 A ADDITIONAL SILL PLATE OR Structural Engineering: ---------- i Monroe & Newell Engineers, Inc. BLOCKING AS REOV FOR A 970.949.7768 BASE ATTACHMENT, TYP NlechanicaVElectrical EngineeriLigL AIKK Consulting Engineers, Inc. T/O 6U5FLOOR 303.769.6000 - ----- 7 Interior Designer: Worth Interiors 970.949.9794 TYPE RE, SIM TO TYPE P 51 - - ---- TYPE SIM TO TYPE EXCEPT SUBSTITUTE j" GW5 WITH EXCEPT SUBSTITUTE R" GW5 TYPE "X" GW5. FIRE CAULK 4 WITH 1 "" GMMU AT TILED WET 6 FIREPLACE ALL OPENINGS AREAS. USE "GREEN BOARD" Seal AT ALL NON-TILED WET AREAS WA L'�- T"TFE W24 WALL 4,55EM5L'T'- T�rf=E W21 WALL A5aEM5L�T- 7�1=E Wic5 L A&&E"5L�r- T'rf=E W15 15 ] WA L 311 -011 3 11 = 1'- 0 1 -0 it 5/0 STRUCTURE 7 5/0 STRUCTURE 5/0 STRUCTURE 1 /2 " SHEATHING, T TAPE AT CELL ING, RE. STRUCTURAL OPENINGS AND JOINTS, TAPE AT CEILING, OPENINGS AND JOINTS, TYPICAL TAPE AT CEILING, OPENINGS, AND JOINTS, TYP TYPICAL HE14D CARPATHIAN ELM VENEER PANELS �4EAD " EXTERIOR FINISH SYSTEM, �4E A we CARPATHIAN ELM VENEER PAt RE: EXTERIOR ELEVATIONS "MemBrain" VAPOR RETARDER A- 2x(o STUD WALL BY CERTAINTEED - LAP 4 SEAL PER MFR'S 2x5 STUD WALL RECOMMENDATIONS 'A FLAN 2x(o STUD WALL, FLAN RE: STRUCTURAL N BATT INSULATION C4.) ,7 FLA " / , FILL ALL CAVITIES 5 BATT INSULATION 5-, BATT INSULATION FILL ALL CAVITIES, TYP FILL ALL CAVITIES -Z 4 1/2 PLYWOOD _/T 1/2" PLYWOOD ADDITIONAL SILL PLATE OR 5A&E 5,45E A STONE VENEER BLOCKING AS REO'D FOR ADDITIONAL SILL PLATE OR BASE ATTACHMENT, TYP ADDITIONAL SILL PLATE OR BLOCKING AS REa'D FOR ----------- BLOCKING AS REO'D FOR ;7_ --- BASE ATTACHMENT, TYP BASE ATTACHMENT, TYP - ------- T/O 5U5FLOOR T/O 6UBFLOOR T/O 6U5FLOOR A� TYPE elm TO TYPE [T41 TYPE q4 - aim TO TYPE EXCEPT SUBSTITUTE J" GW5 EXCEPT SUBSTITUTE J" GW5 WITH WITH GMMU AT TILF:r,> WET TYPE "X" GW5. FIRE CAULK 4 AREAS. USE "GREEN BOARD" FIREPLACE ALL OPENINGS AT ALL NON-TILED WET AREAS WALL TrFE W23 W20- WALL A5,5EM5Lr- T"T1=E UJ20 UJI - WALL 455E L'T' - 7�FE W17 UJI-4 — ALL 455EM5Lr TrFE W14 311 = I.-O.. 3 = 11-011 3il = 1 1 -0 11 311 = 11-011 Revisions: A 5/0 STR CTURE,6 A A B/O STRUCTURE U , 5/0 STRUCTURE A - ---- ----- . TAPE AT CEI LING, OPENINGS AND JOINTS, HEAD 1/2" PLYWOOD 6PEATPING -77 TYPICAL pl GLU5 /V GWB, TYP �4EAD 1/2" PLYWOOD SHEATHING r 5-1Y' BATT INSULATION FILL ALL CAVITIES (ACOUSTICAL d CONSIDERATIONS) 3-Y2" BATT INSULATION FILL _N ALL CAVITIES (ACOUSTICAL 5-Y2" BATT INSULATION FILL "q/: CONSIDERATIONS) ALL CAVITIES (ACOUSTICAL ssue ates: CONSIDERATIONS) FL AN 2x(o STUD WALL 4 "W" 03.24.08: Not Issued FLAN "T" 03.28.08: Not Issued FLAN 7, 2x8 STUD WALL ro" STONE VENEER "M" 04.01.08: Pricing Set 2x& STUD WALL N"04.16.08:DRB/Tech Reviei i 7 STONE VENEER (o q/ T" 05.12.08: Building Permil Sheet Title: 77, "; ADDITIONAL SILL PLATE OR J E ADDITIONAL SILL PLATE OR 5A, & BLOCKING AS REa'D FOR - )F-)iTfONAL SILL PLATE OR BLOCKING AS FREQ'D FOR AC BASE ATTACHMENT, TYP. BLOCKING AS REO'D FOR BASE ATTACHMENT, TYP. 5ASE BASE ATTACHMENT, TYP. 5,45E Wall 7 T/O SU15FLOOR Assembly T/O SUBFLOOR Details T/O 6U5FLOOR TYPEF -aim TO TYPE EXCEPT SUBSTITUTE J" GW5 WITH GMMU AT TILED WET Project No: AREAS. USE "GREEN BOARD" AT ALL NON-TILED WET AREAS WALL A55EM5L' T)"FE W22 WALL A55ZEME3Lr Tr f=E W1 WALL A55EME3Lr= T"TFE Wl WALL 455EME3Lr� 7rFE W13 2725.00 1 9: 3" = V-0" 311 = r-Oil 3. = V-0. Sheet No: A5r02 _J1 e 7 > R x ". �.. A FL t IE � - - - --' STONE BALLAST RE: ROOF PLAN j ro0 MIL FULLY - ADHERED _ UNRE INFORCED EPDM MEMBRANE i -- - -- „ �A Inc. T/O PLYWD _ -- WITH ALL OVERLAPS SECTIONS ' . :�• i '�� t 2x12 HORIZONTAL WHITE OAK RIFT — RE: P LAND MIN fo AND ALL SEAMS TAPED -: ° ' CUT SIDING, FINISH TO MATCH 1/4" DENSDECK PRIME COVER BOARD ARCHITECTURAL SAMPLE, Architects & Planners ADHERED TO INSULATION INSTALL PER - , ;:y:� RE: ELEVATIONS FOR LOCATIONS Office Box 1734 — —; MFR S RECOMMENDATIONS !, i Vail CO 81658.1734 ROOF STRUCTURE, i f %' f ' ' - PLPYWOOD I NSULATION E SL (970} 949.7434 OPED TO t t r� } fax: (970) 949.8134 RE: STRUCTURAL INTERNAL DRAINS OR EXTERIOR ":: i i email: general@ vagarchitects.wm SCUPPERS :,' -� I -LAYER OF HOUSEWRAP 90 Benchmark Road Suite 202 I` t BY TEVEK Avon, CO 81620 INSULATION, COVER BOARD, AND EPDM ! MEMBRANE MUST BE INSTALLED WITH General Contract or Developer: FOOR STRUCTURE, ADHESIVE THAT ARE COMPATIBLE ;;`;i i Dolan Construction, Inc. B/Q STRUCTURE RE: STRUCTURAL WITH ALL PONENTS OF THE:'. -t I 970.926.8054 - -- RE. RCP FOR LOCATIONS MEMBRANE surveyar. . M ROOF SHEATHING, Anson, Kunkel and Associates, In I 1 RE: STRUCTURAL : "..i i EXTERIOR STUD WALL, 970.328.6368 `.i i RE: PLANS FOR LOCATIONS Landscape Architecture: Ko MIL VAPOR SPRAY POLURETHANE ;, i i SONES MAC BARRIER ROOF INSULATION i ' 970.949.6490 R -35 MIN, INSTALL PER Structural Engineering : 5/S GWB MANUFACTURER REQ ��; I` Monroe & Newell Engineers, Inc. DROPPED SOFFIT FRAMING ° ;I ` t + � � ROOF STRUCTURE 970.949.7768 .• I "� I AT Uo" OC, DEPTH VARIES :`,t t D2echanicaUElectricalEngineering: NIKK Consulting Engineers, Inc. I. 303.769.6000 Interior Designer: BIO SOFFIT " t t Worth Interiors ` ~ WATERPROOF MEMBRANE 970 949 9794 I RE: RCP FOR LOCATIONS I g" GWB Seal T G 3 11 = I .- O il 3" = 1' -0" F, 3 3" = 1' -0" 1 3" II RE: ROOF PL R ZINC FLAT SEAM ROOFING X WATERPROOF MEMBRANE _ 2- LAYERS VERSASHIELD t UNDERLAYMENT BY ELK FL 4" NA(LBASE 055 BONDED TO POLY150CYANURATE 4r INSULATION PANEL ----------------- --- --- ------------------------ ---- -- I 30 LB ASPHALT SATURATED i ASPHALT FELT 30" i i FELT — "ROSIN - SIZED" BUILDING PAPER I T/O PLYWD RE. i 24 OZ FLAT WEATHERED /PATINA -� ROOF STRUCTURE, �.� s / /�� .:�� i� COPPER PANEL SHEET SIDING t �� TO MATCH ARCHITECTURAL RE: STRUCTURAL 1 i SAMPLE. ASSEMBLE AND SEAM I 'Z :i ` ii PANELS PER THE "COPPER � DEVELOPMENT ASSOCIATION" 1 HANDBOOK RECOMMENDATIONS ees rz I 5/0 STRUCTURE r ------------------------------------------ - - - - -- - - - -- RE RCP FOR LOCATIONS ' �. ROOF SHEATHING, 1 l�� / r f RE: STRUCTURAL � t PROVIDE WALL EXPANSION FOOR STRUCTURE, i ; i i ASSEMBLIES THAT, WHEN INSTALLED, —ro MIL VAPOR I RE: STRUCTURAL REMAIN WATERTIGHT WITHIN BARRIER I �`��\ SPRAY POLURETHANE i i� MOVEMENT LIMITATIONS SPECIFIED ROOF INSULATION R -3S MIN, INSTALL PER t ( I 2xrc> SMOOTH CUT OAK MANUFACTURER REQ TAG DECKING t, PROVIDE FOR SEPARATION OF 5/0 STRUCTURE �`.� ROOF STRUCTURE .; ' r, COPPER FROM NONCOMPATIBLE . .. RE: RCP FOR LOCATIONS �t METAL OR CORROSIVE SUBSTRATE BY COATING CONCEALED SURFACES AT LOCATIONS OF CONTACT, WITH BITUMINOUS COATING OR OTHER G PERMANENT SEPARATION AS WATERPROOF MEMBRANE RECOMMENDED BY GW5 \� MANUFACTURER/ FABRICATOR SMOOTH 2x& OAK BUTTED T4G DECKING C IL INS ' = 7rf =E E� IL INS A M5L r- TYFE C2 fROOF 45 M LY_ 7''FE fR2 EXTEFR10fR FINI H A ,5 LY= TYFE F2 311 I. -/Ali 311 1' -011 0 RE: ROOF PLA Revisions: ZINC FLAT SEAM ROOFING X A FL , WATERPROOF MEMBRANE A 2- LAYERS VERSASHIELD UN AYM NT Y DERL E B ELK 4 "" NAILBASE QSB BONDED .,�: ~•. ! �, ' t ., � / ,r / / � , '' TO POLY ISOCYANURATE ' INSULATION PANEL T/O PLYWD sir � , RE: PLAN' �`` v; i r / � >ro'" EXTERIOR ANITaUE � � ASPHALT FELT 30 t ' � �' / , SADDLE SPL(TFACE LIMESTONE IN A DRY STACK LOCAT PRO O pE FOR MASONRY ANCHORS PER STRUCTURAL DRAWINGS. 2 - LAY " "K "" 03.24.08: Not Issued ERS OF TWO - PLY . : , JUMBOTEX BY FORTIFIBER "L" 03.28.08: Not Issued ROOF STRUCTURE, .. .. --, �`_.' i t ��:: �' / � i ' -::� t...:.; OR 1 -LAYER OF HQUSEWRAP RE: STRUCTURAL `' ' '' VE A ND I - LAYER OF " "M" 04.01.08: Pricing Set 3 FOOR STRUCTURE, `�� . ° >;, c /'' ; ! BY TY K A � RE: STRUCTURAL '�/' JUMBDTEX BY FORTIFIBER " "04.16.08:DRB/Tech Revie s �•�.. � ': i � i rs:' °/ ��'� � /' ��' ROOF SHEATHING, RE: STRUCTURAL ::; = °�i , j "f, "P" 05.12.08: Building Perini * � ' • t , is =': ,/ , Sheet Title: BIO STRUCTURE '��.:;"',�, .::�, i ° t �: `: f,r �/ � i ------------------------------------------ - - - - -- - -- RE: RCP FOR LOCATIONS _ BID STRUCTURE SPRAY POLURETHANE ''., ROOF INSULATION o' f ' k RE: RCP FOR LOCATIONS / Exter R -35 MIN, INSTALL PER r ��'=; + /o MIL VAPOR r/' �` MANUFACTURER REQ t ' i:: , % , r.: ,. / /: , , , , lIl1Sh, Roof, ROOF STRUCTURE .i • BARRIER C eil in g g GROUT . 2xb SMOOTH CUT OAK"" GWB i i �zr - ,/ %� % T4G DECKING Assembly TYPE IX - SIM TO TYPE PI TYPE ca - SIM TO TYPE `. i A� EXCEPT SUBSTITUTE J" GWB WITH EXCEPT SUBSTITUTE J " GWB'::� _, ___��_�__.__. • �L °_'_�_ .�� = _ -- Det r TYPE ' "X" GWB. FIRE CAULK 4 WITH fr GMMU AT TILED WET ` FIREPLACE ALL OPENINGS AREAS. USE "GREEN BOARD " AT ALL NON -TILED WET AREAS Project No: T 2725.00 y E I L ING 4 M15LL '" _ TWEE 1 L IN AS&E 5L Y' fiY E , 4 OF A I�1 L Y= T` FE 1 fi t FIN 1 H 4 E�1 L Y= TYPE F1 T � 1 F Sheet No: 3 "" 1' -0 "" 3 "" I' -0'" A5.03 X �-4 " STONE TILE, ASSUMED RE: INTERIORS 4° GROUT BED ASSUMED T/O SLEEPERS RE: PLAN J "CERAMIC OR PORCELAIN TILE MIX, ASSUMED RE: INTERIORS GROUT BED VARIES " PLYWOOD X E CN T/O SLEEPERS RE- 311 = 1' -Oil X FINI H FL OOR A55EME3LY= TYFE FF3 " CARPET, ASSUMED RE: INTERIORS " PAD, A55UMED " PLYWOOD T/O SLEEPER6 RE: PLAN 3" = I' -O" X q " WOOD PLANK FLOORING RE: INTERIORS •ter 'O SLEEPERS RE: PLAN RAL NOTES: L INSTALL 40* FELT UNDERNEATH WOOD FLOOR INSTALLATIONS. F IN I &ice F1=_ 0 A55EM L r - T FF2 LIQUID GRANITE PROTECTIVE COATING 4' b T/O CONCRETE RE: PLAN 3 1' -O" FL0 A TYFE FL 1 -�" STONE PAVERS ON SETTING BED, RE: LANDSCAPE FOR PATTERN, SUBMIT SAMPLES TO ARCHITECT FOR APPROVAL LIGHTWEIGHT CONCRETE TOPPING (2),5"' W.R. MEADOWS APHALTIC PROTECTION BORDER RADIANT HEAT TUBING, RE: MECHANICAL " DRAINAGE BOARD AMERICAN HYDROTECH 6125FR, 215 MIL, FABRIC - REINFORCED WATERPROOF MEMBRANE T/O PLYWD RE: PLAN FLOOR SHEATHING, RE: STRUCTURAL 4" THICK SPRAY -IN -PLACE POLYURETHANE FOAM INSULATION FLOOR STRUCTURE, RE: STRUCTURAL ELIMINATE VAPOR RETARDER AT THIS A55EMLBY 3 = 1' -O" X FLOOR AeeEM L�'= T�' FL(o 1 -Y2" STONE PAVERS ON SETTING BED, SUBMIT SAMPLES TO ARCHITECT FOR APPROVAL MORTAR BED W/ RADIANT HEAT TUBING, RE. MECHANICAL DRAINAGE BOARD AMERICAN HYDROTECH 6125FR, 215 MIL, FABRIC - REINFORCED, HOT - LIQUID APPLIED RUBBERIZED ASPHALT WATERPROOF MEMBRANE 5x SMOOTH CUT OAK BUTTED TOG WOOD DECK SOFFIT 2 MR l - ... RADIANT HEAT TUBING, RE: MECHANICAL 2x4 SLEEPERS AT fro" O.C. FLOOR FINISH, RE: INTERIORS 3/4" PLYWOOD SHEATHING, GLUED AND SCREWED TO SLEEPERS, TYP LIGHTWEIGHT CONCRETE T/O PLYWOOD RE: PLANS FLOOR JO15T, RE: STRUCTURAL FULL -WIDTH INSULATION 2" RIGID INSULATION 2Xro SMOOTH CUT OAK BUTTED TOG WOOD SOFFIT APPLIED DIRECTLY TO RIGID INSULATION B/0 SOFFIT RE: RCP 3 I' -O" F_ L00fR Ae M LY _ TY E FL4 RADIANT HEAT TUBING, RE: MECHANICAL 2x4 SLEEPERS AT 16" O.C. FLOOR FINISH, RE: INTERIORS 3/4 " PLYWOOD SHEATHING, GLUED AND SCREWED TO SLEEPERS, TYP LIGHTWEIGHT CONCRETE T/O PLYWOOD RE: PLANS FLOOR SHEATHING RE: STRUCTURAL FLOOR JOIST, RE: STRUCTURAL BATT INSULATION ADD P THICK BATT BETWEEN RE515IENT CHANNEL AND BOTTOM OF JOIST FLANGE FOR 1 HR. RATING RESILIENT CHANNEL FIRE RE515TIVE GWB SECOND LAYER GWB, MIN, +1/2" OR 5 fs" FOR BOTH LAYERS JNG HT, VARIES RE: RCP UL: L53O -1 HR, CONTRACTOR TO PRICE SECOND LAYER OF GYPSUM WALLBOARD AS ALTERNATE TO P THICK BATT AT FURRING CHANNEL, AND PROCEED WITH THE MOST COST EFFECTIVE 3 = r -O" 10 1. w T/O CONC RE: PLAN CONCRETE SLAB ON- GRADE, RE: STRUCTURAL REINFORCING, RE: STRUCTURAL RADIANT HEAT TUBING, RE: MECHANICAL HEAVY -DUTY REINFORCED PLASTIC VAPOR RETARDER - 5TEG0 WRAP BY 5TEGO INDUSTRIES GRAVEL PER SOILS REPORT COMPACTED GRADE PER SOILS REPORT • VAPOR RETARDER SHOULD BE SEALED TO THE INTERIOR FACE OF THE FOUNDATION WALLS AND COLUMN PADS • ALL CAPS SHOULD BE ro" MININMUM AND TAPED FLOO = LY- fiYFE =1 L2 2x4 SLEEPERS AT Iro" OC 4" PLYWOOD SHEATHING, GLUED AND SCREWED TO SLEEPERS, TYPICAL FLOOR FINISH, RE: FINISH PLANS FOR LOCATIONS LIGHTWEIGHT CONCRETE TOPPING T/O PLYWD RE: PLAN RADIANT HEAT TUBING, RE: MECHANICAL FLOOR SHEATHING, RE: STRUCTURAL R -19 BATT INSULATION POOR STRUCTURE, RE: STRUCTURAL GENERAL NOTES: I. INSTALL 40 FELT UNDERNEATH WOOD FLOOR INSTALLATIONS. 2. INSTALL RADIANT HEAT TUBING IN GROUT BED ONLY AT STONE FLOOR APPLICATIONS. 3. INSTALL ALL MATERIALS PER MANUFACTURERS RECOMMENDATIONS. 3 = 1' -O" 2x4 SLEEPERS AT fro" OG " PLYWOOD SHEATHING, GLUED AND SCREWED TO SLEEPERS, TYPICAL FLOOR FINISH, RE: FINISH PLANS FOR LOCATIONS LIGHTWEIGHT CONCRETE TOPPING T/O CONC RE: PLAN RADIANT HEAT TUBING, RE: MECHANICAL CONCRETE SLAB ON- GRADE, RE: STRUCTURAL HEAVY -DUTY REINFORCED PLASTIC VAPOR RETARDER - 5TEGO WRAP BY STEGO INDUSTRIES 2" EXTRUDED POLYSTYRENE INSULATION WITH A MINIMUM COMPREHENSIVE STRENGTH OF 25 pal GRAVEL BED, SLOPE THICKENDED BED TO CENTER DRAIN SYSTEM, RE: GEOTECHNICAL COMPACTED 6O1L, RE: GEOTECHNICAL • VAPOR RETARDER SHOULD BE SEALED TO THE INTERIOR FACE OF THE FOUNDATION WALLS AND COLUMN PADS • ALL CAPS SHOULD BE 6 MININMUM AND TAPED 3" = V -O KOX r a r ir:5 V.� ' Inc. Architects & PIanners Post Office :Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general@vagarchitects.com 90 Benchmark Road Suite 202 General Contract or Developer: Dolan Construction, Inc. 970,926.8054 Surveyor: Anson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949,6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/Electrical Engineering: M.KK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal i awl � M M Revisions: t Project No: 2725.00 Sheet No: Issue Dates: "K" 03.24.08: Not Issued "L" 03.28,08: Not Issued "M" 04.01.08: Pricing Set "04,16.08 :DRB /Tech Revie 'P" 05.12.08: Building Permi Sheet Title: Floor & F inish Floo Assembly Details 3 2 A403 A4ldl A3 02 1 2 3 4 5 ro S 9 lID If } 12 l3 14 15 lea i 1 i i 1 A303 I I I I I ,I I I GARAGE A 1 I D I I I I I I I I I i I } I I } E! �-"'"- ... _--- -'_.. -- •' f IIIII � , I I tl 1 I I I i - - - - - - - - - - - - A ----------- - i - - - - - 11 -1— - - ------ ------ - ! a =� - - - ------ - - - - - ------ - ------ - - - - - - - - - - - -- _ - I I p a t _ 2 I A3.03 I I I I , t GARAGE I I I MEGHANIGAL -0-0 ° _ C Lf Cs7"r1 zs- t i i I i I I I I /Q AT§PLU i I I 2 - - - _ _ - 1 to t 9 -ID A4.02 -�- - _ - - - -� -�- t _ ;- i - - - - - - - - - - - A4 171 T - --r-- - - - - - - - - - - - - - - - p t - - - - - - - - - - - - - - - - - - - - -�- - -�- - - - - i - - -� t 1 /O� _ _ --- - i I t t _ IT i r I i i t GUEST SUITE #1 ( i I I I IID4 1 9 ID" AFF 1 15/0 I IT 10 i0 i - - - - -- �- UEST SUITE I S / ro iT r i I i I t 105 t I i —T— — - - - - --t - - —r - - _ �_ - - --- - � - - - - - - - - - - - - - ------ - - _ - - - - —1-- - - - r-- -I �— l ` ✓ t f"I I I i I I t SITTING I ---` 1O� i I / I ; I II 1 t 1 I ! I I I 1 I I 1 ID FFIT _ ID M 1 ,d MOTORIZED WINDOW � } 6 ADE t t I_ I I I t I II GARAGE F - _ 1 - ----- _ _ _ - ------ ------ i ( GALL RY I ( t UNK 007 ,� O B R •. RIn IT NK SO ROOM i BATN 1 7 IIDS F - 10 - , • ` I /O 1 �_ /O V>O�f 1 I 2 I I 1 1 I _ID i 1 1 I —0 t 1 I I t A403 i I A4.0a t I II 2 i IIII I 2 I iI I i I '4302 I I I I t ' t f I I I A3.f02 i I I 1 i iIII � 1 1 I I I I I t .-0 - -------- i /OBIT .. i 15, _ID i ; I 9 DFIFIT mill iiiinill P EP1=0RPAPER - - - - - - - -�- - - - - -�- -�- - - - -I - - _� BAR I I 1 t 1 1 1 112 i J /O SOFFIT LOWER I I I POWDER i WINE ROOM 115 F l &- /O IT 1'� J_ _ i - - - - - - - _ - - - - t - - - - - - - - - - - I I I t if �I l l PREP AVT I ------------------------------------------------- - - - - -- -- ___-------- - - -___ f ; PAPER L - - - - t - - - - - - - - - - - - -_ - - - - - t -�- - - - i ^ I t I� i I I___ .E• r t l I I I 4 7O iP — i I .�• t t _ L I I i L l_ - - - - - - - - - _ _ _ _ _ - _ -- - - - - -- - - - - - - / 1 i i fi t- -I , , � �� t •. t7i= rs 7o LECTRIC 4 � I i 6T 11"1 A3.03 A3.D3 - __ i I I i I t — - - - - - - - - - - - - - - t— —I -- _ - - - - --r- - r - t - - - - -i - - - --r— Q - - - - - - - - - - - - - - - - - - - _ _ _ - _ _ - - - -- i f 2 - i � � I 1 I A3.{04 A3.04 i I I 1 I I - _ - - - - - - - - - - - - - - - - - - - - - - - i j-- - - - - - - - - j- - - - - I ti tT - - - - - t � � � I t I I r r r 1 1 � � 1 t l ► P I 1 t i i S- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t - t - - - ------ - - - - - - - - - - - - - - - - - I li t i i I i I i I P 1 I i t I II I I I I I I I I I ii I I I I I 22' -1 " l8" iS " Lia" 12" 18' -(0" b' -11" ' -I" 11' -(0" 52 32' -/vY2" 14' -S" 1ID' -�0" 1 II Wei 1 2 3 4 5 & -( 8 9 10 11 1 12 13 14 15 16 A3.(Dt COMER LEVEL REFLECTED CEILING f V ---J ctl G N D in ---(D F i , a n ct� J a K to sly ---Q a dl cf C() CA _ P r� _ Q R M S - - - T Q�l GENERAL NOTES: 1. ALL CEfLING ASSEMBLY TYPES ARE G2 UNLESS NOTED OTHERWISE I ,�. .4 -CW Z., -�t IV-1 -® -- -- PLAN SCALE: 3/1&" = 1' -ID" le� r i"'R =111/1 f VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: generalgvagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 surveyor: Anson, Kunkel and Associates, In 970,328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/Electrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal r • Revisions: A A A A A Issue Dates: VfK" 03.24.08: Not Issued "L" 03.28.08: Not Issued "M" 04.01.08: Pricing Set "04.16.08 :DRB /Tech Revie 'P" 05.12.08: Building Permi Sheet Title: Lower Level Reflected Ceiling Plan Project No: 2'725.00 Sheet No: �11 2C �ix�?;3T�1�x S ?z Ol VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general @vagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer. Dolan Construction, Inc. 970.926.8054 Surveyor: Anson, Kunkel and Associates, Ili 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/Electrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal W ! Revisions: FAII milk Issue Dates: "K" 03.24.08: Not Issued 'T" 03.28.08: Not Issued "M" 04.01.08: Pricing Set "04.16.08 :DRB1Tech Revif 'P" 05.12.08: Building Perm Sheet Title: Main Level Ceiling Plan Project No: MAIN LEVEL ATE- FLECTED CEIL FLAN 311/0" = 1' o z " 5'- 4 10 .. 2725.00 Sheet No: ��ya s� 1` k.31 °$N f V� VX-X Inc. Architects & Planners Post Office Boa 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general@vagarchitects.com 90 Benchmark Road Suite 202 Avon r.0 RUM General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Surveyor: Anson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 MechanicaVElectrical Engineering: MXK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949,9794 Seal 2 ,43,f02 Revisions: 'ink 14lik all milk Issue Dates: "K" 03.24.08: Not Issued "L" 03.28.08: Not Issued "M" 04.01.08: Pricing Set 05.12.08: Building Sheet Title: U Level i 3/16" =r o s a s Project No: 2725.00 Sheet No: A6*03 0 2007 VAg Inc Amh & Planncn 4 14-� 2 1 -'� - A401 A401 1 2 3 4 5 �� 8 9 10 11 + 12 13 14 15 1tQ I ! I I 1 p`3 A3.03 e I I I I I 11 I I GARAGE I VIII I I I t 1i __- �---- I I I I I _ i ! 1 ! 6 I 1 1 I I I _•_„_.,. --- `" 1 I I i f t I IIII . 1 � e I I I I I t —I-I +I y e I I I I I I VIII fil I I II e I I I i I ------ -- - - - _ - - ------ - - - - - - - - - - - - - - - - - - - - - - - -- y :�- _ _ - _ _ _ ------ _ _ - _ _ - - - _ - _ _ _ _ I _ _ _ _ _ _ II _I E I I — i i a I a ) s + , 2 V I I i i a II A3.@3 # I I I I I STAIR 1 i! ! 10i °• e I GARAGE VIII I ! i `° a e° ° I I i I I I LAUNDRY :° : i 102 °'? I I I i I i I V i i i i GUEST SUITE # i ° I I t CLOSET a i I I I 2 G _ _ _ _ _ _ _ h - - - -4- i i 1 10 0 4 '. :' A4.02 a ad a —� —� -I — D- - - - - - - - - - - - - - - - - - - I 1 I 1 141 O d a ° . I t 1 1 Ad ' i.� :5 I :l • 1 l .c a ... i ^+ ° I I� A. _ I . +•..!� :- .' ( t � ..- ..` "'_ V �-" I I I I I 1 I ,:.t:: ; _,` •:.. i ( t t • I I I 1 � _ ..----"' - e I 1 1 I 1 i - I I - I I i !_ • -�-- t e I I I I I I 1 I 10 i i e I I I I �' `• I II i t I i I I ! 1 , GARAGE _ I _ _ _ _ - I I I ! i I Ii F - - - - A e_ - - - - - - - - - - - - - - - _ _ - - - - - - - - - GALLERY 1 ) I - 1 - - - I - - , i O :- ! I X A I I I I I ;a 1 2 1 A4.03 f i A403 ! I - . iI I i IIII ! i I i i i I i 1 i � I I I A 3.02 1 I I I I I IIII 111 ° f 44 I II I I I i ----------------- --- - - - - -_ I d t l IIII I II I i I I I .. 4 — — — — — — — — — — — — L — — — — — — — — — — — — — — — f I I I I 1 I W $i 4 2 i I ! I F E I I I I i OLLI ER 1 A• I I I 1 I ! I I `! ! i , - _ _ _ _ _ _ _ _ _ _ _ _ ------ ------ _ -�- _ _ _ _ - ---� - - -- _ - _ -I - - --I-- K- - - - - - - - - - - t - i _ _ - - ------ �-- I ! i t LE ----------------------------------- -------- ______ __ -- }} -__ -------- -------------- - - - - -- --------------------- i ! ! 1i3 i i i , _ _ _ _ _ _ _ _ _ - - -�- - - - - - — -L- - - - -I - - - t 1 1 I ( I t 1 i 1 ! °' ! ° :.. • I I I I i ° I I — 1 1 a 4 a,• ; 1- 1 I I ( I I I - _ - — ( _ i _ - _ - - - - ' - - _ _ _ - i I � i I ' °• I i i I ! I I I I —ll— i ° i --I—_ - - - - -- i _+—_ - - _ - _ - t ! I -� EC R iG 4 5 i I ! 1 1 ! I t 1 t ✓/ t _ a 11Z" Q A3M A3Z3 ° i I I I Ii t a ii ! --r - - ---r - - - - - r -°r•- - - - - - - - - - — t - r - - - - - - - - - - y--- -- - --t— - - - - - - —•-t— - r - r-- - - - - -t - - - —r-- jj y ! 1 i ! I � I I i I I i f f I l I i ) A34 A3.fD4 1 ! - - - - - - - - - - - - - - - - - - - - - - - - - ------ ------ ------ ! - 1 T- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 11 i i 11111 I I I 22' -1" 18" IS'° iS" 12" i8' - �o" G' - 11" 5' -1" 11' -�" 5Y 32' - &J 0 i i II 1 2 3 4 5 7 S 9 10 11 i 12 13 i4 i5 16 (D- �f�iC. i � = lt-0�I ---G 's m _ C — D N —J ---E) V ' ---o 2 A3lDi i ---G I — J _ K +A ill Cn P ct'1 c{1 5 c!� - - - T Gam' -?11 LEGEND: CARPET CONCRETE STONE ® TILE woo pq CORK PLAN ONLY INDICATES MATERIAL TYPE, REFER TO ENLARGED PLANS 4 FiN151 -1 5CNED1.ILE TO PATTERN 8 SPECIFICATIONS VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (974) 949.8134 email: general agvagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Surveyor: hnson, Kunkel and Associates, In 970,328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/Electrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal Wa .. • 1 db • i♦ f ' Revisions: A A A A Issue Dates: "K" 03.24.08: Not Issued 'Z" 03.28.08: Not Issued "M" 04.01.08: Pricing Set ' "04.16.08:DRB/Tech Revie 'P" 05.12,08: Building Permi Sheet Title: Lower Level Finish Floor Plan Project No: 2725.00 Sheet No: aka VA g, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general @vagarchitects.com 90 Benchmark Road Suite 202 A.. ,, -A Q1 &7n General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Surveyor: Anson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/Electrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal 1 i i dbi Revisions: Issue Dates: "K" 03.24.08: Not Issued "Lt' 03.28.08: Not Issued "M" 04.01.08: Pricing Set "04.16.08 :DRB /Tech Revi "t 05.12.08: Building Pern MAIN LEVEL FINISH FLOOR PLAN 3/16 = 1 t =ET ;BETE E LY INDICATES _ TYPE, REFER TO :D PLANS d FIN15H SCHEDULE TO PATTERN d SPECIFICATIONS 0 2 - -8" 5' -4" 10 &GALE: 3116" = V-0" Sheet Title: I►�/�1i ii Project No: 2725.00 Sheet No: A7*02 r i 0 2007 VAg lac A=hit is & Planners 1"N" L AL VAg, Inc. Architects & Planners Post Office Boa 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general @vagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer. Dolan Construction, Inc. 970.926.8054 Surveyor: Anson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/Electrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal I M'l Revisions: F P Issue Dates: s s r FL OOR = l 3/16 = 1' CD: %RPE T �NCRETE ONE .E )OD r ONLY INDICATES ZIAL TYPE, REFER TO .CxED PLANS $ FINISH )ULE TO PATTERN d 5PECIFICATION5 0 T -8" 5' -4 10'. SCALE: 3116" = V-0 "K"" 03.24.08: Not Issued ""L" 03.28.08: Not Issued "M" 04.01.08: Pricing Set , 4.16.08 :DRB /Tech 05.12.08: Building Sheet Title: Zipper Level Finish Floor Plan Project No: 2725.00 Sheet No: Z W w Q } CHIMNEY CAP SECTION 1 -1/2" = 1' -0" 4" STEEL CAP STEEL COLUMN, RE: STRUCTURAL FOR SIZE AND CONNECTIONS T/O STEEL ANGLE L RE= ELEVATIONS` STEEL ANGLE CAP FINISH TO MATCH EXPOSED STEEL FIRE TAPE AND SEAL 2- LAYER5 ��s TYPE "X" GWB INSULATED METAL FLUE PIPE PER MFR REO 5.M FLASHING W/ LOCKING SEAM T/O PLYWD LEVEL 2 FLASHING, RE: MECHANICAL EWRB HIGH POINT OF GUTTER RE: PLANS CONTINUOUS SHEET MTL. LINED INTERNAL GUTTER, WRAP VERTICLE EDGE ONTO ROOF, ABOVE FIRST AND BELOW SECOND. LAYER EWRB NOTCH ROOF BEAM AS REa'D TO ACCOMODATE GUTTER TYPICAL GUTTER DETAIL AT METAL 1 -1/2" = 1' - MASTER CLOSET v f '(E CAP COLUMN MATTE FIN15H RUCTURAL FOR �D CONNECTIONS ANGLE CAP BLACK FINISH SKI/ MUD C W 5.M FLASHING W/ LOCKING EXTERIOR SEAM T/O PLYWD LEVEL 2 + CHIMNEY CAS' ENLARGE D PARTIAL ELEVATION VARIES RE: PLAN FARM STEEL ANGLE r-------- r --------------------------------- r ------- i i i r i i i r r r r / i i I ...... 1 I BELOW 1 r - i----------------------------- - - - - +- i 1 I I -- I -1 i r I r i I I I r � I I i r r r � 1 1 w 1 s 1 y 1 1 r J \ r r r i r i r r i i i i r r i -- --------------------------- - - --- -- i r — r r i r r r i r i e r t i r r r L-------i------------ ---------------- --- - -- - - -J FARM STEEL COLUMN, RE: STRUCTURAL FOR SIZE AND CONNECTIONS 1 -1/2" = 1' -O" CONTINUE WATER- PROOF MEMBRANE 12" UP WALL, TYP RUN COPPER FLASHING 24" UP WALL T/O PLYWD RE: STRUCT MOEN 1 -1/2" = 1 ' -0" SNOW MELT BELOW FLASHING RE: MECHANICAL EWRB GARAGE HIGH POINT OF GUTTER RE: PLANS CONTINUOUS SHEET MTL. LINED INTERNAL GUTTER, WRAP VERTICLE EDGE ONTO ROOF, ABOVE FIRST AND BELOW SECOND. LAYER EWRB NOTCH ROOF BEAM AS REO'D TO ACCOMODATE GUTTER TYPICAL GUTTER DETAIL AT STONE 1 -1/2" = 1' — FLAT SEAM ROOF W/ CLEAT TO FASTEN EDGE 0 GUTTER TWO LAYER i i i i i i i i i r i l i i i C7 a• STEEL ANGLE CAP BELOW STEEL CAP / STUD CHA5E, BELOW METAL MESH STEEL COLUMN, RE: STRUCTURAL FOR SIZE AND CONNECTIONS 1 -1/2" = 1' -O" CONTINUE WATER- PROOF MEMBRANE 12" UP WALL, TYP RUN COPPER FLASHING 24" UP WALL T/O PLYWD RE: STRUCT MOEN 1 -1/2" = 1 ' -0" SNOW MELT BELOW FLASHING RE: MECHANICAL EWRB GARAGE HIGH POINT OF GUTTER RE: PLANS CONTINUOUS SHEET MTL. LINED INTERNAL GUTTER, WRAP VERTICLE EDGE ONTO ROOF, ABOVE FIRST AND BELOW SECOND. LAYER EWRB NOTCH ROOF BEAM AS REO'D TO ACCOMODATE GUTTER TYPICAL GUTTER DETAIL AT STONE 1 -1/2" = 1' — FLAT SEAM ROOF W/ CLEAT TO FASTEN EDGE 0 GUTTER TWO LAYER i i i i i i i i i r i l i i i C7 a• } C (2) TYPE X GWB, AT 1 HR RATING, TYP RUN WATERPROOF MEMBRANE 24" UP WALL, ALL SIDES STEEL SUPPORT ANGLE, RE: STRUCTURAL (4) 2x8 BUILT -UP LEDGE WRAP COPPER FLASHING OVER CURB AND &" UP WALL AND ALONG ROOF LAP 12" STRIP OF WATERPROOF MEMBRANE OVER FLASHING • ♦ " • • • • Mw� 1 -1/2" = 1' -0" i ( r I i R, C i 14" TG STEEL BEAM, RE :STRUCT WRAP EDGE FLASHING Wl 2 LAYERS WRB i l ABOVE ! I BELOW LINE OF GUTTER HIGH POINT ' (FOREGROUND) I r - ------------- - - - - -- `x IS" TYP STEEL PLATE, RE: STRUCT 2X WOOD fD 24" O.C. TO ALIGN Wl TGI SPACING (FILL EACH CAVITY Wl SPRAYED INSULATION) SHIM AS REQ'D VALLEY AT 5UTTERFLY ROOF 1 -1/2" 1' -0" BLOCKING AS REO'D STEEL BEAM, RE: 5TRU( 14" TG r a C L IRADIANT HEAT SOURCE k BELOW GUTTER, RE: MECH — CONTINUOUS PRE - WEATHERED FLAT SEAM ZINC GUTTER WRAP GUTTER RD WITH CONTINUOUS WRB UTILIZE TAPPERED RIGID INSULATION FOR SLOPE 1/4 " -1' -0" MIN. BUT NEVER LESS THAN 2" THICKNESS X i RE: VA9.1 FOR TY'P EAVE DETAIL LAP SAVE FLASHM INTO WTTER +COPPER STRAPS STANDARD HALF -ROUND b" 1► GOPt' °ER GUTTER U1/ Slt C -BEAD MIN 4" C-01 DOWN SPOUT Ef YOND Mora 2 LAYERS �J4" EXT, GRADE PLY 2x BLOCKING PREFIN15PED SHEET METAL GRAVEL STOP TYPICAL CANT WRAP EDGE FLASHING Wl 2 LAYERS WRB I ABOVE / I BELOW 2X& SMOOTH OAK BUTTED SOFFIT, HOLD TIGHT TO WINDOW T/O PLATE RE: PLAN PROJECTED LINE LAMINATE VENEER LUMBER VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general @vagarchiteets.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 s urv eyor: hnson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970,949.7768 Mechanical/Electrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal r s w •• Issue Dates: ' "K" 03.24.08: Not Issued "L" 03.28.08: Not Issued " M" 04.01.08: Pricing Set "04.16.08 :DRB /Tech Revie 'P" 05.12.08: Building Permi Sheet Title: a Project No: 2725.00 Sheet No: F OF CH SE WALL 041 nra= 11AII1 cT 3 � - _- j_._ 1 } C (2) TYPE X GWB, AT 1 HR RATING, TYP RUN WATERPROOF MEMBRANE 24" UP WALL, ALL SIDES STEEL SUPPORT ANGLE, RE: STRUCTURAL (4) 2x8 BUILT -UP LEDGE WRAP COPPER FLASHING OVER CURB AND &" UP WALL AND ALONG ROOF LAP 12" STRIP OF WATERPROOF MEMBRANE OVER FLASHING • ♦ " • • • • Mw� 1 -1/2" = 1' -0" i ( r I i R, C i 14" TG STEEL BEAM, RE :STRUCT WRAP EDGE FLASHING Wl 2 LAYERS WRB i l ABOVE ! I BELOW LINE OF GUTTER HIGH POINT ' (FOREGROUND) I r - ------------- - - - - -- `x IS" TYP STEEL PLATE, RE: STRUCT 2X WOOD fD 24" O.C. TO ALIGN Wl TGI SPACING (FILL EACH CAVITY Wl SPRAYED INSULATION) SHIM AS REQ'D VALLEY AT 5UTTERFLY ROOF 1 -1/2" 1' -0" BLOCKING AS REO'D STEEL BEAM, RE: 5TRU( 14" TG r a C L IRADIANT HEAT SOURCE k BELOW GUTTER, RE: MECH — CONTINUOUS PRE - WEATHERED FLAT SEAM ZINC GUTTER WRAP GUTTER RD WITH CONTINUOUS WRB UTILIZE TAPPERED RIGID INSULATION FOR SLOPE 1/4 " -1' -0" MIN. BUT NEVER LESS THAN 2" THICKNESS X i RE: VA9.1 FOR TY'P EAVE DETAIL LAP SAVE FLASHM INTO WTTER +COPPER STRAPS STANDARD HALF -ROUND b" 1► GOPt' °ER GUTTER U1/ Slt C -BEAD MIN 4" C-01 DOWN SPOUT Ef YOND Mora 2 LAYERS �J4" EXT, GRADE PLY 2x BLOCKING PREFIN15PED SHEET METAL GRAVEL STOP TYPICAL CANT WRAP EDGE FLASHING Wl 2 LAYERS WRB I ABOVE / I BELOW 2X& SMOOTH OAK BUTTED SOFFIT, HOLD TIGHT TO WINDOW T/O PLATE RE: PLAN PROJECTED LINE LAMINATE VENEER LUMBER VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general @vagarchiteets.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 s urv eyor: hnson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970,949.7768 Mechanical/Electrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal r s w •• Issue Dates: ' "K" 03.24.08: Not Issued "L" 03.28.08: Not Issued " M" 04.01.08: Pricing Set "04.16.08 :DRB /Tech Revie 'P" 05.12.08: Building Permi Sheet Title: a Project No: 2725.00 Sheet No: F OF CH SE WALL 041 nra= 11AII1 cT Y a , ...- SCHEDULE 6" CL �rr i�iif3Ji( rrrs�.. ii�rr.! �uirsi�( iJnr.. J� (it..�Jrir.��rarfli(�i�✓iirrl� :ii�iiii Ix WOOD RAIL ---/ Ix WOOD RAIL STILE wI Y FILLER • - DOOR SCHED � r � -. iii: : ►a %�� GLA56/FRO6TED PANEL LINE OF WOOD RAIL BELOW 3 X,e "x%" SQUARE, WOOD PROFILE 1 -1/2" = l' FRY REGLET "F" REVEAL, FDM- 025 -50 TYPICAL INTERIOR POCKET DOOR, RE: PLAN AND DOOR SCHEDULE TYPICAL INTERIOR FOCKET DOOR J,4M5 DETAIL 3" = 1' FRY REGLET "F" REVEAL, FDM- 625 -50 TYPICAL INTERIOR DOOR, RE: PLAN AND DOOR SCHEDULE TYPICAL INTERIOR DOOR HEADER/ JAM5 DETAIL 3 = I' TYPICAL CASE MOULDING TRIM W1 MITERED CORNERS, RE: 31A9.02 INTERIOR DOOR TYPE, El RE: I/A9.02 TYPICAL INTERIOR DOOR HARDWARE, RE: INTERIORS is 1�u Z TYPICAL SASE MOULDING TRIM, RE: X /A9.X i� T/O FINISH FLOOR I TYPICAL INTERIOR DOOR TRIM ELEVATI 1/2" =1' RE: DOOR SCHEDULE r.o- r MANOR RE: DOOR SCHEDULE " 2u w cv- - 1u RE: DOOR SCHEDULE TYPE - I: TYPE v: TYPE 5: TYPE 4: DOUBLE SINGLE SINGLE DOUBLE INTERIORS DOORS INTERIOR DOOR INTERIOR DOOR INTERIOR DOORS WHITE OAK WHITE OAK METAL AND GLASS METAL AND GLA55 C)COfR 504E DULE Tag Door S iz e - LUxH Material Frame Glazing Details Door Type HDll.lare Remarks Head Detail Jamb Detail Sill Detail 101 3' - 0 " X 8' - 0" Wd - - Na 3/49.02 3/49.02 - - 2 - - 5- RATED, 20 MIN. 102 3 X a Wd - - Frosted 4/ ,49.02 4/,49.02 - - 2 - - - - 103 2' - t " X (5 1- 0 " Wd - - Frosted 3/49.02 3/,49.02 - - 2 - - - - 104 2' - (o" X a'-O" Wd - - Frosted 3/49.02 3/49.02 - - 2 - - - - 105 31 -0 E' X 8' - O" - - - - Na 4/49.02 4/49.02 - - -- - - - - 10-1 21-all X 8' - 0" Wd - - Frosted 3/49.02 3/49.02 - - 2 108 2' - (0" X a Wd - - Frosted 3/49.02 3/49.02 - - 2 - - - - 109 2' - 8" X 8' - 0" Wd - - Frosted 3/49.02 3/A9.02 - - 2 - - - - 110 2' - & " X a Wd - - Frosted 3/49.02 3/49.02 - - 2 - - - - 111 31- X 8' - 0" Wd - - Na 3/49.02 3/49.02 - - 2 112 2' -roll X V-0" Wd - - Frosted 3/49.02 3/49.02 - - 2 - - WINE ROOM DOOR 113 3' -0" X F3' -0" W(d - - Na 3/49.02 3/49.02 - - 2 - - ELEVATOR t*0141N LEVEL IDOO 6CHEDULE Tag Doer Size - WxH Material Frame Glazing Details Door Type HDLUare Remarks dead Detail Jamb Detail Sill Detail 201 20' -0 11 'x V -0" Wd Wd N'a I/49.03 11/49.03 10 /4 .03 3 OVERHEAD O 202 10' - 0 " X 8' -0" Wd Wd Na 12/.49.03 1/49.03 10/149.03 3 O OVERHEAD 203 3' - 0 " x 8' -0" W d Wd Na 3/,49.02 3/49.02 -- ENTRY B- RATED, 20 MIN. 204 2' - (o" x V -0" Wd Wd Frosted 3/4`3.02 3/49.02 -- 1 PRIVAGY -- 205 3' - 0 " X 8' -0" Wd wd -- -- -- -- 1 -_ -- 20G 21-all X 8' - O" Wd Wd Frosted 4/49.02 4/49.02 - - I P,465, GE - - 207 2' -8" X 8' -0" Wd lid Frosted 4/49.02 4/49.02 -- I 1''A55AC;;E -- 208 2 X a Wd Wd Frosted 4/4 4/.49.02 - - 1 PA5,SAGE - - 209 31 -011 X V-0" Wd Wd Frosted - - - - - - I - - ELEVA 210 4' -2" X 8' -O" Wd Wd __ __ __ __ 1 211 2' - &" X a Wd Wd Frosted - - - - - - 1 PRIVACY - - 212 PR 2' -8" X 0)'-0" Wd Wd Na - - - - - - 4 f=Ae5AGE - - 213 2' -8" X 8' -0)" Wd Wd Frosted - - - - - - I PRIV4GY - - 214 PR 1' -9" x 8' -0" Wd Wd Na -- '1/,49.02 -- 4 PRIVACY HARMONY HINGE 215 2' -6" X 8' -0" Wd Wd Frosted -- -- -- 1 PRIVACY -- 21(o 2' -& " x 8' - O" Wd Wd Frosted - - - - - - 1 PRIVACY - - 211 2' - roll x 8' - 0" Wd Wd Na -- __ __ (, f=A65 GE -- 218 2' - roll X V-0" Wd Wd Frosted - - - - - - 1 i='RI V,4GY - - UFFER LEVEL DOOR 6C�4EDULE Tag Door Size - IUxH Material Frame Glazing Details Door Type HDllare Remarks Head Detail Jamb Detail will Detail 302 2' - (0" X V-0" Wd Wd Frosted 3/49,02 3/49.02 - - I PRI V4GY - - 303 PR 2' -ro X 8' - 0" Wd Wd Frosted &/49.02 (o/,49.02 -- - 1 PRIVACY HARMONY HINGE 304 PR 2' - roll X 8' -0" Wd Wd Frosted v/ 49.02 &/49.02 -- `1 PRIV4GY HARMONY HINGE 305 PR 2' - 3 " X 8' -0" Wd Wd Tempered &/49.02 (o/49.02 -- - 1 PRIVACY HARMONY HINGE 30(0 3 1 - 0 11 X 8' - 0" Wd Wd - - 3/49.02 3/49.02 - - 1 - - ELEVATOR DOOR 301 2' -roll X 8' - 0" Wd Wd Na 3/49.02 3/49.02 - - ro PRIVACY - - 308 2'-all x a Wd Wd Frosted 3/49.02 3/49.02 - - 1 PRIVACY - - 309 21- 511 X at - o il Wd Wd Frosted 3/4 3.02 3/49.02 - - 1 P,4 &e, GE - - 310 2' - & x 8' -0" Wd wd Frosted 3/49.02 3/49.02 - - I PRIV,4GY -- 311 2' -8" x 8' -O" Wd Wd Frosted 3/49.02 3/49.02 -- 1 PRIVAGY -- 312 2' - & " X a Wd Wd Frosted 3/.49.02 3/49.02 - - 1 PRIVACY - - 314 PR 2' - (0 it X a Wd Wd Na 3/49.02 3/49.02 - - f=A&S GE - - 315 2' - (0" x a Wd Wd Frosted 3/48.02 3/49.02 - - 1 PRIVACY - - RE: DOOR SCHEDULE 111 73 D _ 0 w RE: DOOR SCHEDULE TYPE 2: SINGLE INTERIOR DOOR WHITE OAK YU 3 r VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: generatovagarehitects.eom 90 Benchmark Road Suite 202 General Contractor Developer: Dolan Construction, Inc. 970.926.8054 Surveyor: hnson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: B ONES MAC 970.949.6490 Structural Engineering Monroe & Newell Engineers, Inc. 970.949.7768 MechanicaVElectrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal Revisions: nA Issue Dates: "K" 03.24.08: Not Issued "L" 03.28.08: Not Issued "M" 04.01.08: Pricing Set N "04.16.08 :DRB /Tech Revi 'P" 05.12.08: Building Perm Sheet Title: Door Schedule Types & Details I Project No: P.o- r •r ® .T /O FINI FLOOR, * TYPE I: SINGLE INTERIOR DOOR WHITE OAK AND GLA55 1/4" = 1' Sheet No: TYPE 3: CUSTOM OVERHEAD DOOR � L1 0 w f w i w N ® .T /O FINI FLOOR, * TYPE I: SINGLE INTERIOR DOOR WHITE OAK AND GLA55 1/4" = 1' Sheet No: TYPE 3: CUSTOM OVERHEAD DOOR EH X -P F__1 -------------- i FJ LIFTMA5TER 3aOO DC RESIDENTIAL JAC<5HAFT GARAGE OPENER -OR- PROVIDE FOR SEPARATION OF LIFTMA&TER MJ5011 COMMERCIAL COPPER FROM NONCOMPAT15LE 2 JAC<&HAFT GARAGE OPENER METAL OR CORROSIVE SUBSTRATE X VAg, Inc. X BY COATING CONCEALED SURFACES T" AT LOCATIONS OF CONTACT, WITH Architects & Planners RIPPED 2X SMOOTH OAK TRIM, BITUMINOUS COATING OR OTHER STAIN TO MATCH INTERIOR TRIM PERMANENT SEPARATION AS ost ce ox Vail CO 81658.1734 RECOMMENDED BY if MANUFACTURER/ FABRICATOR (970) 949.7034 El DOOR HEADER, RE: STRUCT HEADER N N fax: (970) 949.8134 generaloo vagarchitects.com MC a HEADER, U.N.O. MC 12x HEAD TRIM HEADER RE: STRUCTURAL I/ CONTINUE WEATHER email: RESISTANT BARRIER 90 Benchmark Road Suite 202 Avon, CO 81620 DOOR HEADER, RE. STRUCT AROUND RO, TYP CONTINUE WEATHER RESISTANT q BARRIER AROUND RO, TYP CONTINUE WEATHER RESISTANT COPPER FLASHING General Contract or Developer: WRAP WEATHER RESISTANT INSULATE SHIM SPACE, TYP BARRIER AROUND RO, TYP Dolan Construction, Inc. BARRIER AROUND RO, TYP W1 DRIP EDGE 970.926.8054 INSIDE FOAM CLOSURE WITH TAPE l A Surveyor: STEEL ANGLE, RE. 5TRUCT, PAINT TO A RUN ro" UP WALL, TYP SEALER TOP AND BOTTOM I MATCH AJACENT SURFACE J Anson, Kunkel and Associates, In 4 �L_e_ X SM OOTH CEDA HEADER RIPPED 2X SMOOTH OAK TRIM 970.328.6368 COPPER FLASHING W1 DRIP BACKER ROD AND SEALANT EDGE RUN (p" UP WALL, TYP Landscape Architecture: Ix3 SMOOTH OAK STOP MOLE), SONES MAC INSULATE SHIM SPACE, ALIGN WITH SIDES TYP 970.949.6490 BACKER ROD AND SEALANT SEALANT AND BACKER ROD DOOR, RE: SCHEID i i Structural Engineering: AND PLAN. INSULATE SHIM SPACE, TYP CUSTOM OVERHEAD DOOR Monroe & Newell Engineers, Inc. 970.949.7768 RE: SCHEDULE JAMB TRIM BEYOND LINE OF Mechanical/Electrical Engineering: MKIK Consulting Engineers, Inc. I j�� DOOR, RE. 5CH AND PLAN 303.769.6000 DOOR, RE: SCHEID Interior Designer: AND PLAN Worth Interiors 970.949.9794 Seal GARAGE DOOR HEADER AT STONE oO �7 1 �11 � A�D �ER �A T�M M EET, �4L �F A�N E �L )��11E�AD�ER�A�T5�TO�NE C 11 �E R _20�711E,�4 AT WOOD 1-1/2 1 -0 CONTINUE VAPOR BARRIER AROUND RO, TYP PROVIDE FOR SEPARATION OF COPPER FROM NONCOMPAT15LE NOTCHED 2x4 SMOOTH OAK TRIM, METAL OR CORROSIVE SUBSTRATE STAIN TO MATCH INTERIOR TRIM BY COATING CONCEALED SURFACES AT LOCATIONS OF CONTACT, WITH MOUNT RAIL TO FRAMING BITUMINOUS COATING OR OTHER PERMANENT SEPARATION AS CUSTOM OVERHEAD DOOR RECOMMENDED BY MANUFACTURER/ FABRICATOR CONTINUE WEATHER RESISTANT CONTINUE WEATHER RESISTANT BARRIER AROUND RO, TYP BARRIER AROUND RO, TYP INSULATE SHIM SPACE, TYP INSULATE SHIM SPACE, TYP A FROVI E MFR RECOMMENDED DOOR, RE; 5CH AND PLAN DOOR, RE: 6CH AND PLAN DOOR, RE: SCHEID AND PLAN 0 WEATHER STRIPPING ID PERIMETER Ix3 SMOOTH OAK STOP MOLD, - — - — - — INSULATE SHIM SPACE, TYP Mfr ---------- ALIGN W1 ABOVE SEALANT AND BACKER ROE) EDGE OF CONCRETE SLAB 5LEOW F MFR STANDARD CORNER/ -SEALANT AND BACKER ROD I F F] 2x SMOOTH CEDAR TRIM JAMB EXTEN51ON PIECE BACKER ROD AND SEALANT CONTINUE WEATHER RE61STANT F� 2x3 SMOOTH CEDAR JAMB TRIM BARRIER AROUND RO, TYP EXPANDABLE FOAM CLOSURE F WITH TAPE SEALER TOP AND SEALANT AND BACKER ROD BOTTOM CONTINUE WEATHER RESISTANT BARRIER AROUND RO, TYP SELF- ADHERING COPPER FLASHING SELF - ADHERING COPPER FLASHING SELF-ADHERING COPPER FLASHING e RO OF SILL TO FORM 3 -SIDED PAN 0 RO OF SILL TO FORM 3 -SIDED PAN ID RO OF SILL TO FORM 3 -SIDED PAN W1 END DAM AT INT JAMB, RE: SILL W/ END DAM AT INT JAMB, RE- SILL W1 END DAM AT INT JAMB, RE SILL I V) GARAGE DOOR JAM15 AT STONE O�7 �J, 4 M�E 1�o 4 T�M �ET �AL �1: > , 4�N E �L �J o �4M 5�A�T �6T C�N E� 0 JAME1 ,4T . W001) 2 ) i -112 1 PROVIDE MFR Revisions: RECOMMENDED WEATHER STRIPPING AT EW TRIM X BEYOND A LINE OF STN VENEER A BEYOND 0 0 A MC a HEAD TRIM, U.N.O. 2X3 HEAD TRIM 0 WRAPPED METAL PANEL GALVANIZED 4" CONCRETE PAVERS, RE: SCREWS, TYP LANDSCAPE 2x3 JAMB TRIM 2" SAND BED W1 RADIANT 5 OPE HEAT, RE- MECH FL RE: SITE PLAN RE- DOOR SCHEDULE FOR TYPE RE: DOOR SCHEDULE RE: DOOR SCHEDULE AND DETAILS, RE: PLANS AND FOR TYPE FOR TYPE AND DETAILS, RE: AND DETAILS, RE: ELEVATIONS FOR LOCATION PLANS AND ELEVATIONS PLANS AND ELEVATIONS fOL Issue Dates: FOR LOCATIONS FOR LOCATIONS "W" 03.24.08: Not Issued 4 ... L_U I I I I I I I V I 03.28.08. Not Issued 75 � 0 0 ----------- 0 70 0 0 o o N c 0 4 I'M" 04.01.08: Pricing Set 0 0 n N"04.16.08:DRB/Tech Revi T 111 r D 00 0 7=1 _T_ V IPI' 05.12.08: Building Pern 4 COUNTERSINK AND WOOD E I 1 I PROVIDE FOR SEPARATION OF Sheet Title: 4 1 /2 11 PERIMETER EXPANSION COPPER FROM NONCOMPAT15LE PLUG Y2 GALVANIZED METAL OR CORROSIVE SUBSTRATE SCREWS, TYPICAL JOINT ia SLA5/5TONE = 1 I E LOCATIONS ONLY BY COATING CONCEALED SURFACE5 T . 4 4 I I 1 I 1 I I 1=1 I J= AT LOCATIONS OF CONTACT, WITH _ 4 .. - - BITUMINOUS COATING OR OTHER PERMANENT SEPARATION AS Door .4: :-- I 1 I F 4" GRAVEL BED ON -4 RECOMMENDED BY COMPACTED FILL, RE: MANUFACTURER/ FABRICATOR 4' 4 GEOTECH Details 1E1 I IF d II = , 0 4 4 4 It, • + ,. .1 1 4 - - - — - — - — - — - — - — - — - T/O FINISH FLOOR I Mi _I III�� `H T/O FINISH FLOOR T/O FINISH F - — - — - — - — - — - — - — - — -- T Project No: GARAGE DOOR SILL T=E7 Sheet No: 1�OR�D�OO�R�TR�lM�AT�ME�TA�L �FA�NE�L �TR�IM�AT�6T�ON�E WOOD 2725.00 AT � IM TR � OOR 1 - 1/2" A9*03 0 2007 Vkg Inc Awbiwts & Plmum t 3 f . FL LINE OF DOOR JAMB TRIM BEYOND DOOR PER SCH AND PLAN I BACKER ROD AND SEALANT CUT SANDSTONE SILL W/ " CHAMFER TOP SELF- ADHERING COFF=ER FLASHING e RO OF SILL TO FORM 3 - 5IDED PAN W/ END DAM AT INT JAMB CONTINUE WATERPROOFING AROUND RO, TYP T/O PLYWD RE: PLAN 11 1 I - I I �� I _ T/O GRADE M RE: SITE i 4 =p fw ° I W -; - -r W E l l SLOPE SURFACE FROM BLDG. PER PLAN f T X_X Inc. Architects & Planners Post Office Boa 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: genersIZvagarchitects.com 90 Benchmark Road Suite 202 General Contract or Developer: Dolan Construction, Inc. 970926.8054 Surveyor: hnson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering : Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/EIectrical Engineerine: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal X THRESHOLD AT 1 -1/2 "' = 1" LINE OF DOOR JAMB TRIM BEYOND DOOR PER SCH AND PLAN BACKER ROD AND SEALANT CONTINUE WEATHER RESISTANT BARRIER AROUND RO, TYP 3x RS CEDAR SILL WI 1/2" CHAMFER SELF ADHERING COPPER FLASHING QRO SILL TO FORM 3 -SIDED PAN W/ END DAM AT INT JAMB RE: STRUCTURAL 3" THRESHOLD AT GRADE 1 -1/2" = 1' DOOR HEADER RE STRUCT BARN DOOR IRON HARDWEAR HEADER CUSTOM OVERHEAD DOOR Ripmorigg 1/4" = 1' Revisions: DOOR JFASKJBGHF DOOR PER SCH AND PLAN BACKER ROD AND SEALANT CUT SANDSTONE SILL W/ TOP 1/2" CHAMFER INSTALL STRIP OR SHEET WATERPROOFING UP UNDER DOOR SILL AND &" PAST FDN WALL -M RO PAN PAVERS ON GROUT BED, RE: PLAN AND LANDSCAPE RADIANT HEAT TUBING, RE: MECH FOR LOCATIONS CONC SLAB ON GRADE W/ RADIANT HEAT TUBING, RE: MECH GRAVEL BED ON COMPACTED FILL, RE: GEOTECHNICAL SELF - ADHERING COPPER FLASHING e RO OF SILL TO FORM 3 -SIDED PAN W/ END DAM AT INTERIOR JAMB 3 THRE6HOLD AT LOWER LEVEL 1 -1/2" 1' LIFTMASTER 3800 DC RESIDENTIAL JACKSHAFT GARAGE OPENER -OR- LIFTMASTER MJ5011 COMMERCIAL JACK5HAFT GARAGE OPENER RIPPED 2X SMOOTH OAK TRIM, STAIN TO MATCH INTERIOR TRIM DOOR HEADER, RE: STRUCT METAL PANEL BACK WRAPPED TO INTERIOR TRIM PIECE WRAP WEATHER RESISTANT BARRIER AROUND RO, TYP 1x3 SMOOTH OAK STOP MOLD, ALIGN WITH SIDES CUSTOM OVERHEAD DOOR RE: SCHEDULE 1 -1 12" = 1' Issue Dates: "K" 03.24.08: Not Issued "L" 03.28.08: Not Issued "M" 04.01.08: Pricing Set N "04.16.08 :DRB /Tech Revi 'P" 05.12.08: Building Perlf. Sheet Title: Project No: 2725.00 Sheet Na: Bt 24p7 vAg Inc AecLitccts $ Planaoxs mgg 3 " * t VAS, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: generaI@vagarehitects.com RE: 5 GHED 90 Benchmark Road Suite 202 - -- Avon, CO 81620 E: SCHE RE: SCHED General Contract or Developer: Dolan Construction, Inc. RE: 5CHED RE: SCHED RE 5G HED 970.926.8054 RE: SCHED RE: SCHED RE: SCHED LU S RE: 5GHED RE: SCHED RE: SCHED RE ED J ahnson, Kunkel and Associates, In U 970.328.6368 , -- Lan dscape ONES MAC re: 970.949.6490 Structural Engineering Z / \'\ = RE: SCHED Monroe & Newell Engineers, Inc. 970.949.7768 a LLI r 1 /, \\ \ € \ E: SCHE RE: SCHED 14 iechanicat/Electrical Engineering: \ II MKK Consulting Engineers, Inc. = 303 .769.6000 / \ // \\ �, ,' U Interior Designer: lL ' � `\ ' \\ ' r \ Worth Interiors UJ 970.949.9794 GxCs FF EE 5555\ C� Seal RE: 5GHED RE. SCHED RE: SCHED RE: SCHED RE: SCHED — - - -- I Q RE: SCHED U = RE: SCHED RE: SCHED RE: SCHED to r Q cif W — // Q V RE: SCHED / RE: SCHED RE: 5GHED RE: SCHED RE: 5GHED �U II RE: SGHED RE: SCHED RE: SCHED \ W `� W U II RE: SCHED RE: 5GHED RE: SCHED Q / \ _ Z Ill II W _ � Q W v RE: SCHED z C Lb U Q RE: SGHED RE: SCHED RE: SCHED RE.-SCHED W RE: 5GHED RE: SCHED RE: SCHED RE: SCHED RE: SG i RE SC HED = RE: SCHED RE: SCHED RE: 5GHED RE: SGHED RE: SCHED RE: 5GHED RE: SCHED RE: SCHED � Il.t II RE: SGHED W \�. \ f U ' W = . Q = cJ I W W U Q RE: 5GHED / W -�.. U `n _ V II = cUp E: 5GHED RE: 5GHED RE: SCHED Lb II \ lJJ (D � RE: SGHED W W `\ \ `♦ f • tf7 4r v ( Revisions: U 7-7 RE: SCHED 6C RE- SCHED RE: 5GHED RE: 5GHED RE: SCHED RE: SCHED RE: 5CHED RE: SCHED RE: SCHED IU Issue Dates: RE: SCHED = "K" 03.24.08: Not Issued Q r f r \ \\ �/' \ \\ \` E. SCHE RE: �v D U RE: 5CHED II OC "L" 03.28.08: Not Issued cI) II 3 "M" 04.01.08: Pricing Set E: SCHE t) IL RE. 5C HED ' "04,16,08 :DRBITech Revie II = II { � e RE: SCHED 01 RE: 5CHED `P" 05.12.08: Building Permi U tY = ' rte _ Sheet Title: Ill Q i' W II i > ff Q L6 N 1� W Q If Window \� W \\ fL \ i�p - -- - - -`/ RE: 5G ED Tvpes � � g RE: SCHED � GENERAL NOTES: 1. WINDOWS BY "UNITED STATES ALUMINUM" 4500 SERIES CURTAIN WALL/ CLEAR ANODIZED FINISH 2. DOORS BY "PETERSON ARCHITECTURAL PRODUCTS" Project No: �� CLEAR ANODIZED FINISH 3. SUPPLY DOUBLE GLAZED LOUD -E GLASS AT ALL 1 /4 tl i ,, - V OF 35 AT ALL DOORSOW-E GLASS WITH A U 2 4. PROVIDE TEMPERED GLAZING PER ALL APPLICABLE CODES Sheet No: 5. FINI5HFOR HINGE HARDWARE SUPPLIED BY A CUSTOM COLLECTION TO BE APPROVED BY ARCHITECT AND INTERIOR DESIGNER A9*05 (o. WINDOW SUBMITTAL TO BE APPROVED BY ARCHITECT PRIOR TO FINAL ORDER 0 2007 VAg Inc AmSimts & Planners S „y- .s d h ttS i y � $ t S HEADER RE: STRUCTURAL CONTINUE WEATHER RE515TANT BARRIER AROUND RO, TYP INSULATE SWIM SPACE, TYP COPPER FLASHING. WI DRIP EDGE RUN (o" UP WALL, TYP SEALANT AND BACKER ROD WINDOW, RE: SCH AND PLAN CONTINUE WEATHER RE515TANT BARRIER AROUND RO, TYP INSULATE SHIM SPACE, TYP LINE OF WINDOW SILL BELOW WINDOW, RE: SCH AND PLAN LINE OF COPPER METAL SILL FLASHING BELOW SEALANT AND BACKER ROD SELF- ADHERING COPPER FLASHING Q RO OF SILL TO FORM 3 -SIDED PAN WI END DAM AT INT JAMB, RE: SILL COPPER CLEAT WINDOW RE: SGHED AND PLAN LINE OF JAMB TRIM BEYOND INSULATE SHIM SPACE, TYP BACKER ROD AND SEALANT SELF - ADHERING COPPER FLASHING RO OF SILL TO FORM 3 -6IDED PAN WI END DAM AT INT JAMB CONTINUE WEATHER RESISTANT BARRIER AROUND RO, TYP WINDOW AS SCHEDULED RE: PLANS AND ELEVATIONS FOR LOCATIONS HEAVY GAUGE COPPER FLASHING SILL VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: generalgvagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Surveyor. hnson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/Electrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.949.9794 Seal WINDOW HEADER AT METAL FANEL 1 -1/2" 1' — SGT " WINDOW HEADER AT STONE MC 5 HEADER, U.N.O. WINDOW HEADER, RE: 5TRUCT CONTINUE WEATHER RESISTANT BARRIER AROUND RO, TYP STEEL ANGLE, RE: 5TRUCT, PAINT TO MATCH AJACENT SURFACE BACKER ROD AND SEALANT INSULATE SHIM SPACE, TYP WINDOW, RE: SCHED AND PLAN L INE OF JAMB TRIM BEYOND 1 -1/2 WINDOW JAM5 AT METAL FANEL 1/4" = 1' ! a CONTINUE WEATHER RESISTANT BARRIER AROUND RO, TYP INSULATE SHIM SPACE, TYP LINE OF WINDOW SILL BELOW WINDOW, RE: SCH AND PLAN SEALANT AND BACKER ROD LINE OF STONE SILL BELOW SELF - ADHERING COPPER FLASHING 6 RO OF SILL TO FORM 3 -5IDED PAN WI END DAM AT INT JAMB, RE: SILL 1/4" = 1' WINDOW SILL AT METAL FANEL 1/4" = 1' WINDOW, RE: SCHED AND PLANS CONTINUE WEATHER RESISTANT BARRIER AROUND RO, TYP LINE OF STONE VENEER BEYOND INSULATE SHIM SPACE, TYP BACKER ROD AND SEALANT SELF - ADHERING 1 -PIECE LENGTH AND CARE IN INSTALLATION OF HEAVY GAUGE COPPER FLASHING im RO OF SILL TO FORM 3 -SIDED PAN WI END DAM AT INT JAMB RETURN W/ MITER CORNER WINDOW SILL AT STONE 1/4 " = 1' TYPICAL WINDOW AT METAL FANEL 1 -1/2" = V -01" TYPICAL WINDOW AT STONE 1 -1/2" = 1' - Revisions: HEADER, RE. 5TRUCT CONTINUE WEATHER RESISTANT BARRIER AROUND RO, TYP COPPER FLASHING WI DRIP EDGE RUN 6" UP WALL, TYP 2x1 SMOOTH CEDAR HEADER BACKER ROD AND SEALANT INSULATE SHIM SPACE, TYP JAMB OF WINDOW BEYOND WINDOW, RE: SGHED AND PLAN !t ♦ ! "' � fir! 1 -1/2" = 1' -o" !� l ip RIZWO10 WINDOW, RE: SCHED AND PLAN INSULATE SHIM SPACE, TYP LINE OF WOOD SILL BELOW BACKER ROD AND SEALANT CONTINUE WEATHER RESISTANT BARRIER AROUND RO, TYP 2x3 SMOOTH CEDAR JAMB TRIM SELF - ADHERING COPPER FLASHING ef RO OF SILL TO FORM 3 -SIDED PAN WI END DAM AT INT JAMB, RE: SILL 1 -112" = P -oil WINDOW SILL AT WOOD WINDOW RE: SCHED AND PLAN LINE OF JAMB TRIM BEYOND INSULATE SHIM SPACE, TYP BACKER ROD AND SEALANT SELF- ADHERING COPPER FLASHING RO OF SILL TO FORM 3 -6IDED PAN WI END DAM AT INT JAMB 2x3 SMOOTH CEDAR SILL CONTINUE WEATHER RESISTANT BARRIER AROUND RO, TYP 1-1/2" = 1' - MC S HEAD TRIM, U.N.O. GALVANIZED SCREWS, TYP. PAINT MATTE BLACK WINDOW AS SCHEDULED RE: PLANS AND EL FOR LOCATIONS HEAVY GAUGE COPPER FLASHING SILL 2x3 HEAD TRIM 2XI JAMB TRIM WINDOW AS SCHEDULED RE: PLANS AND ELEVATIONS FOR LOCATIONS 2x3 SILL TRIM 1 -1/2" = 1' -0" OIL I 0 I all Issue Dates: "K" 03.24..08: Not Issued "L" 03,28.08: Not Issued I'M" 04.01.08: Pricing Set "04.16.08 :DRB /Tech Revi 05.12.08: Building Pern Sheet Title: Window Details Project No: 272 Sheet No: � 2009 VAg Inc Axchitacts & Planners 3 T x 3 3 5 l WINDOW SCHEDULE Tag Type RE: Elevation WxH I Head Height AFT- Details Glazing Remaika Head Detail Jamb Detail Sill Detail W2 Operator 20' -0" x V -0"! 12' -1@" WAS.06 VAS.06 5/A9.@6 -- Vertical Mullions a 5' -0" 4 15' -2" from left Jamb X1 Fixed 20' -10" x 2'-3 1/2 1/2" 12/A9.06 S/AS.06 5 /AS.06 -- Vertical Mullions a V -4 11 4 ib' -8" from left Jamb X2 Fixed 20' -0" x 6' -8 "! 10' -0" 12 /AS.06 S/AS.O6 5 /A9.06 Tempered Vertical Mullions o 5' -0 4 15' -2" from left Jamb Yi Fixed 10' -S 3 /4" x 1' -0"/ 10' -0" IVAS06 S/AS06 5 /A9.@6 -- Single vertical Mullion A 4' -S" from left ,jamb Y2 Fixed 10' -S X 10' - "/ 10' -0" WAS." VAS.06 5/AS.06 Tempered Single Vertical Mullion a 4' -S" from left Jamb Y3 Fixed 4'- 2`"x2`- 3- 1/2 "/14' -91/2 IVAS06 S/A9.06 5/A9.@6 -- Single vertical Mullion on t, of window Y4 Fixed 10' - x $' -2 1' -2" WAS06 3/145.06 5/AS." -- Single vertical Mullion on 4 of window Y5 Fixed 10' -S 3 14" x 8' -2 1' - WAS06 1 BlA9.@6 5/A9.06 -- Single vertical Mullion 0 4' -9" from left Jamb Y6 Fixed 12'40 3/4" x 2' -11 1/2 "/ 13' -il 1/2" WAS.06 SIAS.06 5 /ASO& -- Single vertical Mullion * 4' -6 3/4" from teft Jamb Y1 Fixed 12' -1 3/4" x T -11 1/2 13' -Il 1/2" WAS.06 S/AS.06 5/A'3.@6 -- -_- Y$ Fixed I1' -2 x V -2 1/2"! 14' -2 112" 12 /AS06 WAS.06 5 /AS.06 -- Single vertical Mullion on 4 of window YS Fixed 14' -0" x V -2 1/2"1 14' -2 1/2" 12/14906 S/AS.06 5 /A9.@6 -- Single vertical Mullion on 4 of window Y10 Fixed 10' -0" x 2' -Il t/2 "I 13' -il 1/2" WAS." S/A9.06 5 /AS.06 -- Single Vertical Mullion on 4 of window Yll Fixed 10' -S -/ x 2' -i1 1/2 i3" -11 1/2 12 1ASD6 S /AS.06 5/AS." -- Single vertical Mullion ® 4' -S" from left Jamb Y12 Fixed 20' -10 x 2' -3 1/2 "/ 12'-61/2" 12/A506 9/A9@6 51AS.06 -- Single Vertical Mullion a 4 - 2 " from left Jamb Xi Operator V -1 %4" x 10' -3 "t 10' - 12 /AS.06 WAS.06 5 /AS.066 Tempered Single Vertical Mullion on 4 of window, Horizontal Mullions *e V -$ 4 8 -4 AAl Operator 3 -0" x 8' -3"I 8'_0 WAS." S/AS.06 5/AS.06 Tempered Single Swing Exterior Door AA2 Operator 3' -0 x V -3 V -0 12/AS.06 S/AS.06 5 /A9.06 Tempered Single Swing Exterior Door AA3 Operator 3' -0" x 8' -3 8' -0" 12/A1106 S/A906 5/AS.06 Tempered Single Swing Exterior Door B81 Operator 11' -6'" x 10 " -0 10' -0 12/AS.06 S/AS.06 5 /A9.06 Tempered Single vertical Mullion a T -5 3 4" from left Jamb, Single Horizontal Mullion *t 31 -1 X11 1383 Operator 4 x T -@"/ 1' - 12/A9.06 WAS.06 5/AS06 Tempered Single Horizontal Muiliton a t' -S" CCi Operator 8' -0" x 2' -0 "/ 5' -4)¢" 12/AS.06 9/A9.06 5 /AS.@6 -- Single vertical Mullion * 2' -8 1 /4" from left Jamb CO2 Operator V - x 2' -0 "/ 8'_0 WAS06 WAS.06 5 /AS.06 -- Single Vertical Mullion 0 2' -8 1/4" from left Jamb DDi Operator 6' -0 x 1' -0"/ 10' -0" 12 /AS." VAS.06 5 /AS.@6 -- Single vertical Mullion on 4t of window EE1 I Operator !3 " -9" x 1' -0"! 10' -0" WAS.06 S/A 5/AS" -- 2 Vertical Mullions spread aqually across width FF1 Operator V -8 31 4" x 10' -0"/ 10' - 12/149.06 S/A1106 5/A9.@6 Tempered Single Vertical Milt *t 2 -11 from left Jamb, Single Horizontal Mullion 0 V-1 ,Y GGi Fixed 10 " -S %4 "' x 1'-0 10' -0" 12/AS06 3/149.06 5 /AS" =- - -- HI WINDOW -SCHEDULE Tag Type RE: Elevation WxHJ Head Height AFF Details Glazing Remarks Head Detail Jamb Detail Silt Detail At Fixed 5' -0" x 1' -0" / 10' - 0 " 121A91a6 WAS.06 5/AS06 -- - -- A2 Fixed V -0" x 1i' -4" ! 11' -4" 121AS.06 9 /AS.06 5 /AS.06 Tempered - -- A3 Fixed V - 0" X V - 3 71 1 & - 6 " 12/A306 S /AS.06 5/A3@6 Tempered - -- A4 Fixed 4' -6" X 5' -6 / 8 -0 12 /AW6 S /AS.06 5/AS.06 -- - -- A5 Fixed 4' -0" x 4' -6" ! & -0" t2 /AS.06 S /A 51A9.06 A6 Fixed 4'- 2`"x2`- 3- 1/2 "/14' -91/2 121A9.06 S /AS.06 5 /A9.06 -- - -- Al Fixed 4' -2" x 2'-31/2 14'-9 1/2 12/149.@6 S /AS.@6 5/AS-06 -- - -- AS Fixed 4' -0" x 4' -6" / V -0" 12 1AWro S /AS06 5/149.06 -- - -- AS Fixed 6' -6" x V -11 1/2"/ 13'-11 1/2" 121149.06 1 5/143.@6 5IAS.06 -- - -- 81 Fixed 5' - 0" x 1' -0 1/4" ! 1, i' -3 1/4 12 /A3.06 S /AS.06 5/A9.@6 Tempered Sloping 2 :12 Window-High Point 1' -0 1/4" 52 Fixed V -10 3 /4" x 2' -2 1/4 1 I 14' -6 1/4" 12/AW6 S /AS.06 5/14S.06 -- Sloping 2:12 Window -High Point 2' -2 1/4" 53 Fixed 5' -M" x 4' -0 1/2 "/ 15' -3 1/4" 12/A9.@6 S/AS.06 5/AS.@6 -- Sloping 2:12 Window -High Point 4' -0 1/4 Single Horizontal Mullion is i' -9" Gl Fixed 3' -0" x 15' -4 "/ 11' -4 121AS.0b 9/A9.@6 5/A3.06 2 Horizontal Mullions+ 1' -5 1/2" 4 12' -0" D1 Fixed V -10 3 14" x 2' -2 311roV 14' -8 1/4" 121AS.06 1 5/AS.@6 D2 Fixed 5` -$ 1/2" x 4' -0 1/4 15'-3 1/4" 12114306 S/A3.06 51AWro -- Sloping 2:12 Window -High Point 4' -0 1/4"- Single Horizontal Mullion Al 1' -1 @ 11 03 Fixed 4' -41 x V -2 1/2"'! 121AS.@6 S /A9.06 5 /AS06 -- Sloping 2:12 Window -High Point V -2 1/4 D4 Fixed 5 " -�" x V -@ "/ 14 0" 12/AW6 S /A 5/A306 -- Sloping 2:12 Window -High Point 3 -1 Et Fixed 2' -b" x 12' - @ "/ 10' -0" 12/14306 9 /AS." 5/A306 Tempered Single Horizontal Mullion * 5' -3' E2 Fixed 3' -11 1/4i x 13` -1 "! 11' -1" 12/A9.@6 S /AS.@6 5 Tempered Single Horizontal Mullion *t 1' -12, E3 Fixed V -11 1/4 x V -6 / V -6" 12/A9.@6 S /A306 5/AS06 Tempered Single Horizontal Mullion *t $ E4 Fixed 4'-2)6" x 9' -6 "! S' -6" 12/A S /A%V6 5/A306 Tempered Single Horizontal Mutilion *t $' -2" E5 Fixed V -3 %"' x i @' -6 "t 10' -0" 12/A9.@6 9IA9.06 5/A3@6 Tempered Single Horizontal Mullion * 3 E6 Fixed 4' -8" x 1 @' -6 "! I0' -0" 12/A306 31149.06 5/A9.06 Tempered - -- E1 Fixed 4' -2 ,�" x 11' -7/ it' -4 12/A306 1 3/A9.@6 5 /A306 Tempered Single Horizontal Mutillon *t 5' -1" Fi Operator 9' - @ x 5' -6' "! $' -0i 12/A306 1 3/AS.06 5 /AS.@6 -- Single Horizontal Mullion *a V -0 from left Jamb GI Operator 5' - 01" x 1' -4 1/4 9' -10 121143.06 9 /A%" 5/148@6 -- Single Horizontal Mullion *t Single Vertical Mullion on window 4, above Horizontal Mullion G2 Operator V - 011 x V -0 10' -6" 121A306 13/A9.06 5/A 06 -- Single Horizontal Mullion *t 5' -6 Single Vertical Mullion on window it above Horizontal Mullion HI Operator 5' -6" x'3'- 1@' - 0 " 12/A9.@6 5/A'306 5/A306 Tempered Single Horizontal Mullion 0 1' - % -, H2 Operator V -4 3/4 V -8"/ V -6" 12/AW6 S /A 5 /A306 Tempered Single Swing Exterior Door, Single Horizontal Mullion *t 6' -10 H3 Operator 5' -6" x V -10 1/4 "/ V -10 114 12/A3@6 S /AS.06 51AS.06 Tempered Single Horizontal Mullion *t 8' -0 144 Fixed 5' -6t x 11' -4 114 il' -4 1/4" 12 /AW6 S /AS.06 5/AS." Tempered Single Horizontal Mullion At V -0" H5 Fixed V -4 3/4" x & -SI'/ 8' -6 12/A9.@6 S /A9.06 5/AS06 Tempered Single Horizontal Mullion Ji Operator ii' -0" x 8' - U4' "/ 10' -0" 12/AW9 SlAS.06 5 /AS.06 Tempered Sliding Door, Single Horizontal Mullion 0 Single vertical Mullion on window it J2 Operator ii' -0" x V -10 1/4 9'-10 1 /4 121AWro 91A9.06 5/A3@6 Tempered Sliding Door, Single Horizontal Mullion *t $' -0 SIngle Vertical Mullion on window it J3 Operator ii' -01M x 11' -4 114 11' -4 1 /4" 12/AW6 9/A906 5 /A5.06 Tempered Sliding Door, Single Horizontal Mullion *t V - $ingle Vertical Mullion on window it, Kt Operator 12' -6" x 1' -@ "/ 1' -3 12 /AW6 S/A9.06 5 /A306 Tempered Single Horizontal Mullion *t 1" -8 ", 2 vertical spaced equally across width K2 Operator 13' -8" x 10' -0 "/ 10' - 0" 12/A306 S /A9.06 5/A306 Tempered Single Horizontal Mullion *t V -0 7¢", 2 vertical Mullions spread equally across width K3 Operator 16' -0" x 8' -6 "t 8' -6" 12/AS.O6 1 3/A8.@6 5/A306 Tempered single Horizontal Mullion 0 2' -6 2 vertical Mullions spaced equally across width K4 Operator 16' - x V -6 "/ V -6 12/A306 S /A9.06 5/AS.06 Tempered Single Horizontal Mullion *t 2' -6", 2 vertical Mullions spaced equally across width Ll Operator 5 -6 X 2'_0 8 12/14306 9/AS.06 5/A306 -- - -- L2 Operator 5' - x 2' -0 "/ 10` -0" 12/A9.@6 WAS06 WA306 -- - -- L3 Operator 5' - x T -0 1 / 12' -10 12/A9.@6 S /A9.@6 5/A9.06 -- - -- L4 Operator 4' -Uk" x 2' -0"/ 12' -10 12 /AW6 S /A9.@6 5/14306 -- - -- L5 operator 6' -@" x 2' - "/ V -@'" 12 /A9.06 1 5/A306 5/A306 -- - -- Ml Operator 15' -2 x V -S 114 8'-6 %4" 12/A306 S/A 5/A306 Tempered Double Sliding Door, 3 Vertical Mullions spaced equally across width, Single Horizontal Mullion *t 6' -10 M2 operator 14' -0" x i @' -6 "t 10' -3" 121AS06 5/A3.06 51AWro Tempered Double Sliding Door, 3 Vertical Mullions spaced equally across width, Single Horizontal Mullion *&_'1" Ni Fixed 3' -6" x i$' -S "! V -6" (Above Upper Level) 12/A9.@6 S /AS.@6 5IAS.06 Tempered Horizontal Mullion *t 6' -1 @ ", 12' - $ " N2 Fixed 6' -1 3/4 x 1$' -S"! S' -b" (Above Upper Level) 12/A3@6 S /AS.@6 5 /AS.06 Tampered Horizontal Mullion *t V-4 PI operator 8' -8" x 1 @' -6 "! 1@` -3 12/AW6 S /AlBO6 5/AS.06 Tempered Single Swing Entry Door, Single Vertical Mullion on t of Window, Single Horizontal Milton a $' -1" Ql Operator 11' -8" x 1 @' -6 "/ 10' -3 121AWto VAS.@6 5 /A5.06 Tempered Double Sliding Door, 2 Verticai Mullions spaced equally across width, Single Horizontal Mullion +t V -1 Q2 Operator 10' -S Ys" X 10' -3 "/ 10' - 10" 12/A306 1 5/AS.06 5 Tampered Double Sliding Door, 2 Vertical Mullions spread equally across width Ri Fixed V -611 x 11 - 311/ 101 -011 12/A306 g /A%" 5/A306 -- - -. $1 Fixed V - x i@' -0 1 J 10 1 - 0 11 12/AW6 S/A9.@6 5!14306 Tampered si vertical Mullion on 4t of Window, single Horizontal Mullion 0 3' -5" 62 Fixed 8' -$" x 4' -C "/ 15 12/AS06 S /A9.06 5 /AaO& -- sing]* vertical Mullion on t of Window, Single Horizontal Mullion 0 1" -9" $3 Fixed V - 1 /2" X 6' -8 "/ 10' - 0" 121A3@6 S /143@6 5/AS.06 -- 54 Fixed V -10 %4" x 4' -0 "/ 15' -0" 12 1AWto VA3.06 WA306 •- Single Vertical Mullion on 4t of window, Single Horizontal Mullion 0 1' - S5 Fixed 14' -0" x 4' -0 "/ 15' -0" 12/A306 S /A9.@6 5/A306 -- S i ngle Vertical Mullion on t of Window, Single Horizontal Mullion A P -S" 66 Fixed ii' -6" x 4'-0 X/ 12/A306 S /A9.06 WA6 S.0 -- $Ingltical Mullion on of Window, Single e Ver 4t Horizontal Mullion • l' -S" S1 Fixed 12' -10 31 x 4' -0 "/ 15` -0" WAS" S/AS.@6 51AS.06 -_ S Vertical Mullion 6 $' -4f from left Jamb, single Horizontal Mullion *t P -S" $a Fixed S' -1 @Y4" X 10' -0"! 10' -0" 12 1AW6 S/A11" 5/A306 Tempered $tria Vertical Mullion on � of window, Single Horizontal Mullion o 31_511 SS Fixed 10' -3 x 4' -2 "/ 15' -2" 12 /AWto S /A9.@6 5 /AS.06 -- Single Vertical Mullion * 4' -8" from left Jamb, Single Horizontal Mullion TI Operator 10' -0" x i @' -3 "/ 10' -0" 12/AW6 S /AS.06 51A306 Tempered Single Sliding Door, Single Vertical Mullion on 4, T2 Operator 1 @' - @" x 1@' -0 1 7 10' -0" 12/AS" WAS06 5/A306 Tempered Single Sliding Door, Single Vertical Mullion on it T3 Operator 14' -0" x 10' - "/ 10' -0 WA306 1 B/A9.@6 5/A306 Tampered S lIding Door, Single Vertical Mullion on 4t of Window T4 Operator Il' -2 X 10' -0 "/ 10' -0" 12IAS06 9 /AS.@6 5/A306 Tempered Single Sliding Door, Single Vertical Mullion on 4, of window T5 Operator 14' -0" x 1 @' - @ "! 10 -0 121ASOra 15/AS.06 5/A306 Tempered Single Sliding Door, Single Vertical Mullion on 4t of window Ui operator 12' -6" x V -0 "I 6 -0 12/A306 S /AS.06 51A306 -- Vertical Mullions 0 4 V -4 1/2 from left Jamb A Fixed 12' -Il" x 4' -0 "/ 15' - 011 IVAS.06 S /AS.@6 5/A9.06 -- $ vertical Mullion a 4' - 3" from left Jamb, Single Horizontal Mullion *t P - S" W! Operator 20' - 0" x 2' - "/ 10' -0" 12 /AaCt, S /AS.@6 5 /AaOr, -- vertical Mullions Al V -0" 4 15' -2" from left Jamb NOT USED 1 -1/2 = 1' -oil WINDOW, RE: 5GH AND PLAN INSULATE $HiM SPACE, TYP SEALANT AND BACKER ROD CONTINUE WEATHER RESISTANT BARRIER AROUND RO, TYP (ox MC MATTE BLACK FINISH LiNE OF STONE SILL BELOW SEALANT AND BACKER ROD WiNDOW, RE: SGH AND PLAN LINE OF WINDOW SILL BELOW SELF-ADHERING COPPER FLASHING 1@ RO OF SILL TO FORM 3 -SIDED PAN W/ END DAM AT INT JAMB, RE: SiLL all WINDOW J AT CORNE 1-1/2" = 1' -o' LiNE OF WINDOW SILL BELOW WINDOW, RE: 5CH AND PLAN INSULATE SHIM SPACE, TYP SEALANT AND BACKER ROD CONTINUE WEATHER RESISTANT BARRIER AROUND RO, TYP STEEL CORNER ANGLES WELDED SMOOTH, MATTE BLACK FINISH LINE OF STONE SiLL BELOW LINE OF WEB STIFFNER BELOW SEALANT AND BACKER ROD WINDOW, RE. SCH AND PLAN LiNE OF WINDOW SILL BELOW SELF - ADHERING COPPER FLASHiNG e RO OF SILL TO FORM 3 -SIDED PAN W/ END DAM AT INT JAMB, RE: SILL t! w► 1 -1/214 = V -/hl" V VAg, Inc, Architects & Planners Post Office Box 1734 Fail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: generalCa)vagarchitects.com 90 Benchmark Road Suite 202 A- On Q141A General Contractor Developer: Dolan Construction, Inc. 970.926.8054 Surveyor. hnson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 MechanicaVElectrical Eni=ineerina: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 470.949.9794 Seal w • • •r Revisions: I A FAI 'ink OIL OIL Issue Dates: "K" 03.24.08: Not Issued "L" 03.28.08: Not Issued "M" 04.01.08: Pricing Set 04.16,08 :DRB /Tech '05.12.08: Building Sheet Title: Window Details Project No: 2725.00 i Sheet No: i f i A9*07 ® 2007 V,4g inn A=bitwts & Planners CONTINUE WATERPROOF MEMBRANE 12" UP WALL, TYP FASTENERS, PLACE A DAB OF CAULK AT FASTENER LOCATION DRIVE FASTENER AND CAULK FASTENER HEAD RAKE CHANNEL, 4" END LAPS WITH CONTINUOUS CAULK AT LAPS COVER WATERPROOF MEMBRANE WI COPPER FLASHING, RUN 30" UP WALL RUN WATERPROOF MEMBRANE BEHIND WRB FOR 6" BOTH DIRECTIONS ED SILL RENE GASKET 'RETE 'URAL ER ACTUATED FASTENER CONCRETE ER SHEET. EXTEND UP .L PLATE $ ro" BELOW E E, RE: SITE PLAN 'A � LB ASPHALT %TURATED FELT OSIN- SIZED "BUILD ING APE R OZ FLAT COPPER PANEL SHEET DIN(:z ASSEMBLE AND SEAM �%NELS PER THE "COPPER VELOPMENT ASSOCIATION" %NDBOOK. RECOMMENDATIONS. S T ENERS, PLACE A DAB CAULK AT FASTENER )CATION DRIVE FASTENER ID CAULK FASTENER HEAD EKE CHANNEL, 4 END LAPS H CONTINUOUS CAULK AT LAPS DNE VENEER RE: EVATIONS FOR CATION :AP CONTINUOUS AIR FILTRATION BARRIER :OUND CORNER �CKER ROD 6 SEALANT )NTINUOUS VAPOR RETARDER WRAPPED AROUND CORNER IOD SIDING SCRIBED STONE, RE: E VAT IONS R LOCATION ;AP CONTINUOUS AIR ILTRATION BARRIER ;OUND CORNER _JNTINUOUS VAPOR RETARDER WRAPPED AROUND CORNER VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general a vagarchiteets.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Surveyor, Anson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering_ Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/Electrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970949.9794 Seal SECTION AT METAL PANEL TO n SECTION AT STONE TO DECK CONTINUE WATER- PROOF MEMBRANE 12" UP WALL, TYP COVER WATERPROOF MEMBRANE WI COPPER FLASHING, RUN 30" UP WALL STEEL ANGLE, RE: STRUCT FOR CONNECTION RUN WATERPROOF MEMBRANE BEHIND WRB FOR 6" BOTH DIRECTIONS 1 -1/2" = 1' -0 6ECTION AT METAL PANEL TO GRADE 1 -1/2" = 1' - APPLY CONTINUOUS BEAD OF SEALANT AT JOINT ----\ RE: 5TRUCTURA GRADE, RE: SITE PLAN i — STELL SUPPORT ANGLE SECTION AT STONE TO GRADE (STEEL ANGLE) 1 -1/2" = 1' - TYPICAL IN51DE CORNER AT METAL PANEL AND 5TONE 1 -1/2" 1' - OD SIDING SCRIBED STONE, RE: E VAT I ONS R LOCATION ENE VENEER RE: EVATIONS FOR CATION AP CONTINUOUS AIR ILTRATION BARRIER ;OUND CORNER kCKER ROD d SEALANT .JNTINUOUS VAPOR RETARDER WRAPPED AROUND CORNER -' • • Z I A — • • ♦ W • �► • TYPICAL INSIDE CORNER AT WOOD 1 -1/2" = 1' -0 FASTENERS, PLACE A DAB OF CAULK AT FASTENER LOCATION DRIVE FASTENER AND CAULK FASTENER HEAD RAKE CHANNEL, 4" END LAPS W/ CONTINUOUS CAULK AT LAPS OUTSIDE CORNER FLASHING 4" END LAPS W/ CONTINUOUS CAULK AT LAPS SUB - FLASHING, 4" END LAPS WI CONTINUOUS CAULK AT LAPS TYPICAL OUTSIDE CORNER AT METAL PANELS 1' -0 w .r. • i •• M � M M Revisions: Y SECTION AT WOOD TO DECK 1 -1/2" = 1' - CONTINUE WATER- PROOF MEMBRANE 12" UP WALL, TYP COVER WATERPROOF MEMBRANE W/ COPPER FLASHING, RUN 30" UP WALL RUN WATERPROOF MEMBRANE BEHIND WRB FOR 6" BOTH DIRECTIONS 1 i F APPLY CONTINUOUS BEAD OF SEALANT AT JOINT L J CONTINUE WATERPROOF MEMBRANE 12" ABOVE GRADE, TYP Y IS ' O O 0 0 0 0 0 iJ T/O CONC RE: STRUCTURAL GRADE, RE: �j SITE PLAN SECTION AT STONE TO GRADE (CMU) 1 -1/2" = 1' -0" CONTINUE WATERPROOF MEMBRANE 12" ABOVE GRADE, TYP T/O CONGA X WALL FRAMING AS REQUIRED GORDON XPX3434 METAL CORNER TYPICAL OUT61DE CORNER AT WOOD 1 -1/2" = 1' - o " X a . �t FASTENERS, PLACE A DAB W ' n OF CAULK. AT FASTENER tii LOCATION DRIVE FASTENER o AND CAULK FASTENER HEAD II RAKE CHANNEL, 4" END LAPS n WITH CONTINUOUS CAULK AT LAPS , a _ _ W s i TYPICAL INSIDE CORNER AT METAL FANELS 1 -1/2" = 1' -0" Ek all OIL all Issue Dates: "K" 03,24.08: Not Issued "L" 03.28.08: Not Issued "M" 04.01.08: Pricing Set "04.16.08 :DRB /Tech Revie 'P" 05.12.08: Building Perini Sheet Title: n Project No: 2725.00 Sheet No: vp' 4 CONTINUE WATERPROOF MEMBRANE 12" UP WALL, TYP FASTENERS, PLACE A DAB OF CAULK AT FASTENER LOCATION DRIVE FASTENER AND CAULK FASTENER HEAD RAKE CHANNEL, 4" END LAPS WITH CONTINUOUS CAULK AT LAPS COVER WATERPROOF MEMBRANE WI COPPER FLASHING, RUN 30" UP WALL RUN WATERPROOF MEMBRANE BEHIND WRB FOR 6" BOTH DIRECTIONS ED SILL RENE GASKET 'RETE 'URAL ER ACTUATED FASTENER CONCRETE ER SHEET. EXTEND UP .L PLATE $ ro" BELOW E E, RE: SITE PLAN 'A � LB ASPHALT %TURATED FELT OSIN- SIZED "BUILD ING APE R OZ FLAT COPPER PANEL SHEET DIN(:z ASSEMBLE AND SEAM �%NELS PER THE "COPPER VELOPMENT ASSOCIATION" %NDBOOK. RECOMMENDATIONS. S T ENERS, PLACE A DAB CAULK AT FASTENER )CATION DRIVE FASTENER ID CAULK FASTENER HEAD EKE CHANNEL, 4 END LAPS H CONTINUOUS CAULK AT LAPS DNE VENEER RE: EVATIONS FOR CATION :AP CONTINUOUS AIR FILTRATION BARRIER :OUND CORNER �CKER ROD 6 SEALANT )NTINUOUS VAPOR RETARDER WRAPPED AROUND CORNER IOD SIDING SCRIBED STONE, RE: E VAT IONS R LOCATION ;AP CONTINUOUS AIR ILTRATION BARRIER ;OUND CORNER _JNTINUOUS VAPOR RETARDER WRAPPED AROUND CORNER VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general a vagarchiteets.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Surveyor, Anson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering_ Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/Electrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970949.9794 Seal SECTION AT METAL PANEL TO n SECTION AT STONE TO DECK CONTINUE WATER- PROOF MEMBRANE 12" UP WALL, TYP COVER WATERPROOF MEMBRANE WI COPPER FLASHING, RUN 30" UP WALL STEEL ANGLE, RE: STRUCT FOR CONNECTION RUN WATERPROOF MEMBRANE BEHIND WRB FOR 6" BOTH DIRECTIONS 1 -1/2" = 1' -0 6ECTION AT METAL PANEL TO GRADE 1 -1/2" = 1' - APPLY CONTINUOUS BEAD OF SEALANT AT JOINT ----\ RE: 5TRUCTURA GRADE, RE: SITE PLAN i — STELL SUPPORT ANGLE SECTION AT STONE TO GRADE (STEEL ANGLE) 1 -1/2" = 1' - TYPICAL IN51DE CORNER AT METAL PANEL AND 5TONE 1 -1/2" 1' - OD SIDING SCRIBED STONE, RE: E VAT I ONS R LOCATION ENE VENEER RE: EVATIONS FOR CATION AP CONTINUOUS AIR ILTRATION BARRIER ;OUND CORNER kCKER ROD d SEALANT .JNTINUOUS VAPOR RETARDER WRAPPED AROUND CORNER -' • • Z I A — • • ♦ W • �► • TYPICAL INSIDE CORNER AT WOOD 1 -1/2" = 1' -0 FASTENERS, PLACE A DAB OF CAULK AT FASTENER LOCATION DRIVE FASTENER AND CAULK FASTENER HEAD RAKE CHANNEL, 4" END LAPS W/ CONTINUOUS CAULK AT LAPS OUTSIDE CORNER FLASHING 4" END LAPS W/ CONTINUOUS CAULK AT LAPS SUB - FLASHING, 4" END LAPS WI CONTINUOUS CAULK AT LAPS TYPICAL OUTSIDE CORNER AT METAL PANELS 1' -0 w .r. • i •• M � M M Revisions: Y SECTION AT WOOD TO DECK 1 -1/2" = 1' - CONTINUE WATER- PROOF MEMBRANE 12" UP WALL, TYP COVER WATERPROOF MEMBRANE W/ COPPER FLASHING, RUN 30" UP WALL RUN WATERPROOF MEMBRANE BEHIND WRB FOR 6" BOTH DIRECTIONS 1 i F APPLY CONTINUOUS BEAD OF SEALANT AT JOINT L J CONTINUE WATERPROOF MEMBRANE 12" ABOVE GRADE, TYP Y IS ' O O 0 0 0 0 0 iJ T/O CONC RE: STRUCTURAL GRADE, RE: �j SITE PLAN SECTION AT STONE TO GRADE (CMU) 1 -1/2" = 1' -0" CONTINUE WATERPROOF MEMBRANE 12" ABOVE GRADE, TYP T/O CONGA X WALL FRAMING AS REQUIRED GORDON XPX3434 METAL CORNER TYPICAL OUT61DE CORNER AT WOOD 1 -1/2" = 1' - o " X a . �t FASTENERS, PLACE A DAB W ' n OF CAULK. AT FASTENER tii LOCATION DRIVE FASTENER o AND CAULK FASTENER HEAD II RAKE CHANNEL, 4" END LAPS n WITH CONTINUOUS CAULK AT LAPS , a _ _ W s i TYPICAL INSIDE CORNER AT METAL FANELS 1 -1/2" = 1' -0" Ek all OIL all Issue Dates: "K" 03,24.08: Not Issued "L" 03.28.08: Not Issued "M" 04.01.08: Pricing Set "04.16.08 :DRB /Tech Revie 'P" 05.12.08: Building Perini Sheet Title: n Project No: 2725.00 Sheet No: X 1A," METAL TOP RAIL 1/4" TEMPERED GLASS PANEL VA g, V x_x Inc Architects & Planners 2x4 16 CAP 3 Y2 X 3 Y2 METAL NEWEL POST IxI METAL INTERMEDIATE POST BEYOND SET GLASS PANLE6 IN HIGH STRENGTH NON SHRINK IRON FREE GROUT I Y' X I J METAL BOTTOM RAIL STONE TREAD T/O TREAD PROVIDE MFR. STANDARD EDGE DETAIL, TYP. AT ALL PROVIDE FLASHING AT HEAD WITH DRIP EDGE SEPERATE FLASHING AND EXPOSED ARCHITECTURAL STEEL PER MFR RECOMMENDATIONS ARCHITECTURAL MC SXa.F; VERIFY EXPOSED BOLT PATTERN WITH ARCHITECT CONTINUOUS SEALANT Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general�vagarchitectsxom 90 Benchmark Road Suite 202 A--- General Contract or Developer. Dolan Construction, Inc. 970.926.8054 Surveyor. I Anson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 Afech2nie&Electrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer. Worth Interiors 970.949.9794 Seal 5ECTION AT WOOD TO MC 1 -1/2 1' -0 WRAP CAP FLASHING, CONTINUOUS OVER TOP OF WALL AND PROVIDE DRIP EDGE AT EA. SIDE WEB 6TIFFNER BEYOND PROVIDE BLOCKING AT TOP OF WALL TO SLPOE CAP TO INTERIOR WRAP CONTINUOUS SHEET WEATHER BARRIER OVER TOP OF WALL ARCHITECTURAL MC Ox8.5 VERIFY BOLT PATTERN WITH ARCHITECT DRIP FLASHING EXTERIOR RAILING SECTION 1-1/2 = 1'_0 X (t 4" MAX AWS q4 i ------- Z 2x4 16 CAP 2x4 STEEL ANGLE STEEL CABLE WEB &TIFFNER MC, RE. STRUCTURAL T/O RE: PLAN 1 -1/2 1' -0 A FAMA.-NFIET AT 5RIDGE 1 -1/2 1" -01 COPPER FLASHING W1 DRIP EDGERUN UP WALL, TYP STONE CAP SECTION AT METAL PANEL TO STONE 1-1/2 = 1'_0 x COPPER FLASHING 2" METAL DOWELS TO CONNECT STONE TO FRAME 2xB METAL FRAME FAINTED BLACK lx& CEDAR PAINTED BLACK DIRECT VENT WALL TERMINATION COPPER SCREEN 24H x 4W x 2D STONE NUT AND BOLT, LOCATE BETWEEN STONE REMOVABLE 2x2 METAL FRAME, PAINTED BLACK BACKER ROD AND SEALANT COPPER FLASHING W1 DRIP EDGE RUN UP WALL, TYP STONE CAP rwww VENT IN 5TONE SECTION 1 -1/2 1' -0 " Revisions: Issue Dates: "K" 03.24.08: Not Issued V 03.28.08: Not Issued "M" 04.01.08: Pricing Set N"04.16.08:DRBJTech Revi I P" 0512.08: Building Pern Sheet Title: Kill - • r • • �► -- DOOR CASING AND TRIM BEYOND WOOD FLOORING ON PLYWOOD ON VAPOR BARRIER/ 5LIP5HEET WOOD THRESHOLD CUT TO FIT, FULL WIDTH OF DOOR CASING. MATCH WOOD FLOOR SPECIES THIN SET TILE FLOORING OVER CLEAVAGE MEMBRANE REF FINISH SCHEDULE T/O SLEEPERS RE: PLAN DOOR CASING AND TRIM BEYOND THIN SET TILE FLOORING OVER CLEAVAGE MEMBRANE REF FINISH SCHEDULE WOOD THRESHOLD CUT TO FIT, FULL WIDTH OF DOOR CASING. MATCH WOOD FLOOR SPECIES CARPET AND PAD REF FINISH SCHEDULE T/O SLEEPERS RE: PLAN VAg, Inc. Architects & PIanners Post Office Boa 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: generalgvagarchitects.com 90 Benchmark Road Suite 202 General Contract or Developer: Dolan Construction, Inc. 970.926.8054 Surveyor: 13 huson, Kunkel and Associates, In 970.328.6368 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering: Monroe & Newell Engineers, Inc. 970.949.7768 Alechanical(Electrical Engineering: MKK Consulting Engineers, Inc. 303.769.6000 Interior Designer: Worth Interiors 970.9499794 Seal T/O SLEEPERS RE: PLAN DOOR CASING AND TRIM BEYOND THIN SET TILE FLOORING OVER CLEAVAGE MEMBER REF-FINISH SCHEDULE--- - WOOD THRESHOLD CUT TO FIT, FULL WIDTH OF DOOR CASING. MATCH WOOD FLOOR SPECIES SEALED CONCRETE — REF FINISH SCHEDULE IiW THRESHOLD- WOOD TO TILE 1 -1/2" = 1' -0 DOOR CASING AND TRIM BEYOND WOOD THRESHOLD CUT TO FIT, FULL WIDTH OF DOOR CASING. MATCH WOOD FLOOR SPECIES —� CARPET AND PAD REF FIN15H SCHEDULE MORTAR- SET GAGED STONE FLOORING OVER CLEAVAGE MEMBRANE PER INTERIOR DESIGNER T/O SLEEPERS RE: PLAN THRESHOLD- CARPET TO TILE 1 -1/2" = 1' - DOOR CASING AND TRIM BEYOND WOOD FLOORING ON PLYWOOD ON VAPOR BARRIER/ SLIPSHEET WOOD THRESHOLD CUT TO FIT, FULL WIDTH OF DOOR CASING. MATCH WOOD FLOOR SPECIES —� CARPET AND PAD — REF FINISH SCHEDULE i r ii � M M T/O SLEEPERS RE. PLAN 1 -1/2" 1' -O" 1 -1/2" = 1' - T/O SLEEPERS RE: PLAN Revisions: DOOR CASING AND TRIM BEYOND MORTAR - SET GAGED STONE FLOORING OVER CLEAVAGE MEMBRANE REF FINISH SCHEDULE WOOD THRESHOLD CUT TO FIT, FULL WIDTH OF DOOR CASING. MATCH WOOD FLOOR SPECIES THIN SET TILE FLOORING OVER CLEAVAGE MEMBRANE REF FINISH SCHEDULE T/O SLEEPE RE: PL DOOR CASING AND TRIM BEYOND MORTAR- SET GAGED STONE FLOORING OVER CLEAVAGE MEMBRANE REF FINISH SCHEDULE WOOD THRESHOLD CUT TO FIT, FULL WIDTH OF DOOR CASING. MATCH WOOD FLOOR SPECIES SEALED CONCRETE — REF FINISH SCHEDULE b DOOR CASING AND TRIM BEYOND MORTAR- SET GAGED STONE FLOORING OVER CLEAVAGE MEMBRANE REF FINISH SCHEDULE WOOD THRESHOLD CUT TO FIT, FULL WIDTH OF DOOR CASING. MATCH WOOD FLOOR SPECIES ' SHOWER CORK FLOORING OVER MORTAR REF FINISH SCHEDULE Q DOOR CASING AND TRIM BEYOND WOOD THRESHOLD CUT TO FIT, FULL WIDTH OF DOOR CASING. MATCH WOOD FLOOR SPECIES MORTAR- SET GAGED STONE FLOORING OVER CLEAVAGE MEMBRANE PER INTERIOR DESIGNER n T/O SLEEPERS RE: PLAN DOOR CASING AND TRIM BEYOND WOOD FLOORING ON PLYWOOD WOOD THRESHOLD CUT TO FIT, FULL WIDTH OF DOOR CASING. MATCH WOOD FLOOR SPECIES SEALED CONCRETE — REF FINISH SCHEDULE a Issue Dates: "K" 03.24.08: Not issued "L" 03.28.08: Not issued "M" 04.01.08: Pricing Set "04.16.08 :DRB /Tech Revie 05.12.08: Building Permi Sheet Title: r� THRESHOLD- -STONE TO TI 1 -1/2" = 1' -0" T/O SLEEPERS RE: PLAN 1 -1/2" = 1' -0" 1 -1/2" = 1' - T/O SLEEPERS RE: PLAN 1 -1/2" = 1' - Project No: �! 2725.00 Sheet Na .. tL. � GON T__Iek_ V 11 4c, OF 11 ON R1'`D t1NtMU ie 2 O „ G ©N „ GpNGR�T #'t` t' p I L l , 3 I le" , - -'" 4 [ p - -p 13 - 6 4 rH .. " q >c3IPJ 43 - g 8� D� p „� e1z' Y H55 4X G� 1'�0H 1 � 604 - USN 411 c - f 4ig 101 2 p0 T4N6 ppUND [10 2 t i 6,_09 -01W � O Q /"`� t _ (a2,� �� 4x4x31� -a- ►� 1 p t o s �--�` _ H � t0 � ' S 12 _ GpL � (� 53,4 x 155' - O1, OI H Sr� 4/1 22' - I - 6 "�It_6 - O" 18' - 6 - ' ..." - i 6' CI " " - 1" = CI p4N 32' - 6 1/2" t 'p L__� 14' -5 1/2" 4 WINDOW OPENING = ` 2 OOT4N O p 01F i i i o i 10 - 3.0 I i �� P T G T 0 3.0 QRE: ARCH. ( t ( m 1 _ 5T3 pp�4 - 3.0 [102 STEP I 0 in -O ] Q u1 5.0 I it �} WALL - r_ Ii I � [�l�i 5/4l I A I I 1 I I I - - -- -- - � -- � i ! i N u - t i 12 �„ t S ` 4X tiZ ' 1 p I r - m - 2 ° ( (a -4 ") I� `C `� 1 102` i 001 �) 1 ( I HSS 4X4XI14 ly 10 Dp TOE' p a i i i i I I I 2 GOLUM ttS ! °� i i tN I - - A `� __... I I STB�' ;: 3.0 l WALL ( l t ©2 - I EMBED 12 3 TEP 55 4X4X114 1-.4 i i PLATE 3.0 I ! I I s T COLUMN Tp t 1 i i FOOTING WITH ( )- 5 C 3.0 a - 54 OF EACH WAY ( 9' 7 0 SOO i _ 16 _ _, I ' -O" X 5' -0" ,l }1 G0 III ( 3 0 j` 1; 2 FOOTING H55 4X4X 8( _' r; d AD i i t I- I - WITH (6)- i 0 -� COLUMN EACH WAY ) Ij \ -� t, ll HSS 411/ (88'- ")� I x p t 4p2 �3 COLUMN' 4' S i /4'S �' t 3 /4' I'- / „ H55 4X 1 NONE VENEER I a i IT _T i _ _ I _ _ wALL I GoLUM -, 1 O� 1 - - - - - - - - - - - - - - - �_ _ _ _ 011 { ( _ i 1 2- Ff�OTENr _ - _ _ _ y ` FAD WITH #5 AT �t WALL (} (8? 4 )� t I - - -� HSS 4X4XI14 I i i i i 3I t; COL U�! k� OF STEP - I I it3 f NONE �VFNEER It I FOOTING I (} I I Q STEP 1 ib : _., �„ , , TOp O p ty i i i fI I " ( d ,5 1/2 STOP OF (V T m., . ,.. , I 5 12I LAB A t �p ©T _ p t,? - H 55 4x I N J < < . r 0 I ix I 30 j ( EMBED '- m WALL �- ( 3.0 ( "1` -4 _ ,nw'. _ '' _- 05 47 I STEP - "` �" 31 �� CP [40 2 004- r = . _. - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LI a 30 SLAB - ON GRADE 0 2 0 )✓ UN4N - - 4,t STEP g I I m � _--- � � 2 53. a �� -. ( FOOTING STEP Q I Q( COL 4X3 /5 I ( Q i E I H55 4X4X I % t, COLUMN � 3 -6 X 5 X 1 3 . 0 _� - -� 13 t 3• I FOOTING PAD WITH � 5' - ( (4) - #5 EACH WAY T /' I W "` 3 O ( EMIBED PLATE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4X4XI/4 i -�- -+- + t - - ,_�5 COLUMN f I I l' v 3 I I H55 4X4XI14 i j ( I I I S m COLUMN 3.0 X X 3.0 3.0 I 5 6 3 6 ,_ u , tt � t tt ! _ it I I 5 ( "`1 -2 THICK FOOTING FOOTING PAD WITH _ \_.._____.__� ( ( AT RETAINING WALL (4) - #5 EACH WAY 3.0 T , .n _ I ( H55 4 X4 X 518 - - - - - - - - _ --- - - - - - - - - - - - - - - - - - - - - - - � ( �� . �_ � I - i u GOLt)MN i b[ I EMBED PLATE 5 . I; I I I I s i H55 4X4XI14 1 COLUMN 5 ( 2 5/4' V it , " t „ -� x -6 x 1 -4 0 1= I �p FOOTING PAD WITH 1' I/4" EACH WAY I �x r " STONE iI E I TYPIGALENEER -� 6 h 4 d 1 i i i dl ,I I` dJ (4) -2X6 COLUMN r I I T S 4X4XV4 _1 HSS 4X4 `( 3.0 X5/8 I I O UMN -7 - 17 I _ - - COLUMN - - - I 17' - 1 /2° 52' -6 1/2° t I r r I m 3 ' O � I H55 4X4X3/8i N I I 411 __�_. ____._I_. __ _. _.. II �{ -G 3/4"] COLUMN 8 O - - - - - - - - - - _ _ _ _ - , - - - - - - - - - - - - - - - rA m I' 53.o I G k ��_ �_ - �1 I 2 A f i;( I .L a 1 4 3 6' -3 - ;.0 I �� I x 3.0 71- 77 'r STO E ; V VENEER 3 0 t� �� I I I ( l,, t HSS 4X4XI/2 , ( v r I v I I t I J\ 3 3 COLUMN ( -1 (L..._ _ �_� - i I H55 4X4x1/2 j� f \ 5 1/2" COLUMN ;f- I -_ i J I I A i I ' -I 5/4" FOOTIN�� 8.0 3. 15 (8Z' -4 ") (8 t'_4t') \ �I ti 4'- " X 1' -2" - _ 1" -- - t- - - " # - - - - - � J - - - - � ( �`-� -� - - � -o x q1_6 I -2 � w O . :� - ---� x»04 -Tulle � j�l✓TH- � I - - - - - - - [EVO --o „ ... = #5' EAG w, Y AT I I � -- - - - - - -- --- - - - - -- - -- I 6 I _ _ - - - - - - - - - - I - "' I _ - .•.FC�OTI�IG Ply _WITkt� _ L OM� -- - - - - - - - - - - - - - - - - - - - - - - - - I - - 5 AT 10 EAH WAY i I „ 3 I 4 STONE VENEER # „ _I TOP AND BOTTOM 2 5/4j 5 -6 1/2 - -__ __- - - - - - -- --- - - - - -- N 3.0 r38-C7" ( 2X4 _,T ( -0" 10" I (G2' - (�f6' - ") I 8" 4 <D STD ...,.,.. N tV O l , IL ' \JF r _ Tom' �� GLUMN XI /2 j - Bt�R4 1 STUD ( 4 ( I PfPE GOLUMt�i WALL WALL " I 3 0 - HSS 4X4X5/8 P- ;`, s I i s GONGRETE i # WALL I'_O" `° 5' -O STEP STEP -� (- - COLUMN u) [ I I �- - ; H55 4X4X3/8 H55 4X4X5/8 ( I I I I - [IOI' -b "7 - - - - s , i� N I 4 41 4 - - - - - - - - - - COLUM _ - GOLU - - - ( -) - - - - - - - FOOTING PAD WITH I } I € r a: _ 1 _ � I i 5 SLAB -ON -GRADE P L ' f U_ ( 1 I I -O" X 2' -O" X 10� (6) - #5 EACH WAY I� Ir WITH 6X6 W2.1 X W2.! _ _.___..._ :.r _(p- ICI ` I 3.0 ( ( IOO -O I I �} OOTING WITH I i H55 L - - - N j H55 4X4XI12 W.W.F. _ (� I Ip TOP OF () - #5 EACH WAY N `� COLUMN �.� I �� tt � I�' � v Q I -0 � ,� �_ - E I 8 „� i i GOLU " 112_ at11_.� 5" SLAB -ON -GRADE ( I I I 4X4X3/8 8 r i !ly _ CONCRETE I � I fQ ( -r r 0 I ( 3.o WITH 6X6 > X2.1 X W2.1 I ( I ( COLUMN I tf� dl I 2, 6 H55 /8�I �z - „ ,_ TOP - , 5 x 5' x _. _.. _- . _- _ (_ (- I I ( I 5 I I 2 -6 ,_O„ d) I HSS 4X4X5/8 NfiI t r I (" ((8 - T' 4 ") i 2 1/2 5 GON OF GRETE FOOTING P D WITH J l I 3.0 4 (6) - #5 EACH WAY 1 I COLUMN �. _ �I �` Xlli r WALL - I5 I a o 0 3.o I I I �� I _ H5 5 4X4 _ -; _ _ S TEP - - - - - - - -- - - - - - - _ - 5 ' SLAB -ON -GRADE -- _ ITFf _L- i -� 3.G7 _ __.___ tz - - - - STEP I � fi - -r � �� - - �- W- 2�W2.I- g, in I..� [ -_ WALL H55 4X4X5/8 1 , _�� STEP { _ I I F ( (= F CO _ I ( I ( __� _ - »� L_ - - - -- - - - - - - - - - - - _ - _ - - - -� - - - - - - - - - �1 -'.- _.r -4„ _ STEP STEP I 55 _ _ - - - - - - - - - - ( I N I I FOOTING I I - ,p a0 „ H 4X4X518 2 -� �� f ! ' -I 14C' I 1 ( is WALL 2 `I J d3 I WALL (• �7' -10 ") I � 7 I - N (�i4' -0 ") STEP I I STEP I I N F COLUMN m �_ =� - STEP - I 3.o I L - - - - - -- -- - -- - - - - - - I L - - - (a6 �) - - - -� a �� - } - - - - - - _ __ _ _ _ _ _ _ _ - -�� _ �__ _ _ _ _ _ _ _ _ _ _ - - 0 - - - - - - t-- _1 I -I- - _ _ - I_ H55 4X4X3 8 FOOTING _ , , . , . •, � �, .. .. / �., � Q- - � - GC�L - DF'IN - I - - - - , - _.- .. "_.- . " _ EP -- >" _ = r - { -, - _ - WALL WAL _ _ - - -- © G j 3 p STEP C2 ( d) CV + -- -_I L - -- -- - - -- -- --- - - - - -- -- - -- - -- - [q 1 , a „� [IO ` -D "] .� - L - r - - m 51 10 54 3.o I � I I �? �_ - ( I STEP - - S TEP I I L - - - r 0 0 C STEP - 4 '� 1- Q + Q + 3.0 r COLUMN 3.0 t, i H55 4X4X5/8 I b 6 HS5 4X4X /8 _ 5. - p x 5 i x m m COLUMN I 6 A 3.0 3.0 FOOTING PAD WITH L 3.0 H55 4X4X5I8 _ 15' °10 I /2" - - 6' -5" - - - - - - - - - - I _ -_ _ _ _ _ _ - _ (6) - #5 EACH WAY ! ! _ - - - _ _ _ - _ _ _ - � _ _ _ _ _ _ _ 12 _ _ CO _ - - - - - - 3.0 � 2 L - J 0 L L J _ N H • FOUNDATION NQTE6: -' I. DATUM ELEVATION 100' -0" EQUALS LEVEL FLOOR SHEATHING ELEVATION. 2. [XXX' -X "] INDICATES TOP OF FOUNDATION WALL ELEVATION. 5. (XXX' -X ") INDICATES TOP OF FOOTING ELEVATION. 4. GONTRAGTOR SHALL FOLLOW ALL R.EGUIREMENT5 LISTED IN SOILS REPORT. 5. CONTRACTOR SHALL PLACE (5) - #5 VERTICALLY FULL HEIGHT OF WALL AT HIGH SIDE OF ALL WALL STEPS HIGHER THAN 4' -0" IN ADDITION TO WALL REINFORCEMENT SHOWN OTHERWISE. 6. ALL FOOTINGS IN GRAWL5PAGE5 SHALL BE BACK FILLED WITH COMPACTED STRUCTURAL FILL TO THE TOP OF THE FOOTING MINIMUM, UNLESS NOTED OTHERWISE ON PLANS OR 5HOWN ON SECTIONS. `7. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB OR AT TOP OF PLYWOOD FLOOR 5HEATHING. &. FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO BE LOWERED DUE TO SOIL CONDITIONS. VERIFY CHANGES WITH STRUCTURAL ENGINEER. H : \ACADJOBS \7560 \756OS2 -O l . dwg, 11/ 10/2009 8:05:05 AM, \ \DC -AVON \Avon Xerox 6204 6' -8" 1. 8' -O" I. 6' -II" 1. 5' -1" L II' -6" 4 / 4 Town of Vail 35' -0" 01-01. 221-6 121' -0" q. PLACE SLAB ON GRADE ON STRUCTURAL GOMPAGTED FILL OR NATURAL GRADE AS OUTLINED IN S011-5 REPORT. 10. UNLE55 OTHERWISE NOTED - ALL SLAB ON GRADE5 ARE 4" THICK WITH 6X6 W2.1 X W2.1 WELDED WIRE FABRIC. 11. PROVIDE CONTROL JOINT5 OR CONSTRUCTION JOINT5 AS 5HOWN ON FOUNDATION PLAN. MAXIMUM SIZE OF EACH AREA SHALL NOT EXCEED 225 FTZ 12. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL DRAWINGS. 15. CENTER FOOTINGS UNDER WALLS AND COLUMNS UNLESS DIMENSIONED OTHERWISE ON FOUNDATION PLAN. 14. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR FRAMING DETAILS AND LANDING SLAB ELEVATIONS. 15. ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER ARCHITECTURAL I AND5GAPE PLANS, DETAILS AND ELEVATIONS. SITE WALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS I NOTED OTHERWISE. 16. F7f-_q INDICATES STEEL COLUMN BASE PLATE. RE: 53.00 FOR SGHEDULE. 6TEEL 6HOF DRAWINGS 6HALL 8E 5U5l 1TTED FOR ALL STEEL MEMO ERE FOUND AT , O1 x L AN 5116 = 1 -0" 0 2 -0" 5 -4' 10 -8' SCALE: IIYJ = V - 0 - I VA9 Inc. Architects & Planners Post Office Box 1734 Vail CO 81 658.1734 (970) 949.7634 fax (970) 949.8134 email: general @vagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer: 970.999.9999 Civil Engineer: 970.999.9999 Landscape Architecture: SONES MAC 970.949.6490 Structural Engineering : Monroe & Newell Engineers, Inc. 970.949.7768 MechanicaVEleetrical Engineering: 970.999.9999 Misr Consultant: 970.999.9999 .� Sealw� :- s y 4 C • ♦ r• � ♦ .• � M M Revisions: Issue Dates: 05.12.08 Permit 6.25.08 Progress 9.22.08 Foundation 1016.08 Revised Permit 11.19.08 Revision 2 11.10.09 Revision 4 Sheet Title: Foundation Plan Project No: 7560 Sheet No: S2*01 ® 2007 VAg I— Architects & Pl=ccs NO 0 to 00 C) 0 in Cq zz� IN 9 C14 (0 co In co In 0 0 i 12 3 (14) (15) i ca �5 - - - - - - - - - - -- Sz- - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - --------- - - - - - - .0 & .0 3.0 14 .0 1 I I 1 I t t t . 1 I � I t- --'' - I 1 I I t -�- - - - - - - -� -��- - PLATE - - - - - - - - - - - - - - - - - - - - "A ED - -�- - - - - - - - - - MB t - - - - - - - - - - fi - - - - - - - - � x t l t t I t t III " r V .. L :K, F2 101, I I I I s t UP N RE: 5-2.01 qq IQ 112 -9pl-TOP OF I V I I I ; rrOP OF LYWOOD (I CONCRETE - CONppEmE� - X` .... T 77X .. f - _UP ........ I N QNi UP 7NL H R �14XII-4 1 I I I I 0 . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- ------- -------- - - - - - - - - - - - - - - - AAA (5)-IX& - - ----- r 8 54 4 TOE EVP�TiC> - �� ( I I n 7 D-,"x X /y il UP INL' Upr y I III < -J "" 5 ___ 1 1 I I I ./ III EMBE0 PLAT ---- I I I I I UP ONLY - --- - - - - - - - L 7 - - - - - - - K- - - - - - - - - - - - - - - - - - - - - - - - N7 - - - - - - - 7 .0 - - - - - - -- - - - - - - - - - - - - - - - - - - - - .0 TOP OF i 11 PLYWOOD F � ;_ a� -- ------ -7 I I -J I t I I , I 1 I 1 I '7 t 3.0 II I I I I a a I i ICI � I> t' t l ' I WOOD FRAMING NOT' I I ) 10 I� t ( ' (( t 1. ALL WOOD FRAMING JOIS SHALL BEI LEVEL TJI/360 TJPE JOISTS 10. 111DICATE5 INTERIOR BEARING WALLS. FLOOR JOISTS t I 1 t �t .O I^ ' t t t I I AS MANUFACTURED BY WEYERHAEUSER COMPANY. ALTERNATES BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. I ( I I W X l ( , I I I SHALL HAVE EGUAL OR &REATER CAFIACITY AND SHALL ( BE REVIEWED BY THE EN&INEER OF RECO�D. [I. ALL EXTERIOR WALLS SHALL BE CO�e)TRUCTED USINa-2X& STUDS. RE ER TO EXTERIOR WALL ETAIL5 FOR ADDITIONAL -- - - - - - - - - - - - - - - - - - - - - - - C IMPORMA I s, '%7 �2: -2 FO WEYERHAEUSER . ALTP5 SHALL THE SAME OR WALLS SHO�RTFR 5TUDI� SHALL E3E!5P: 1'" -7REATER CAPACITY COMPANY AS LISTED I TH STRUCTURAL HAVE C-,ENIRAL NOTES. FOR WALL 'HORTER THAN 14 AN� TALLER THAN A( 10.-0.. -4 CF; > \-H55 -4X4X515 3.0 1 1 15. 13 INDICATES COLUMN DOWN ONLY. MULTIPLE -2X FRAMINO NOTED (�, -J UP ONLY ON PLANS. L2, ALL BEAM/ EAM AND BEAM/COLUMN CONNFTION5 SHALL BE MADE WITH t 1L 5 H55 I/ \4 SIMPSON STEEL PLATE C IF 14. N INDICATES COLUMN UP AND 00114N U11LES5 IT BEARS OIJ OTHERWISE. NNECTOR5 UNLESS NOTED CONCRETE WALL OR FOOTING BELOW, OR IT 15 LABELED NP ONLY. 7\ " 13. RE. ARCHI DRAWINGS FOIE LOCATION AND SIZE OF 5. < > INDICATES TOP OF BEAM ELE ATION OR PLATE EIGHT ELEVATION. ROUGH OPE'41NC- IN WOOD STUD WA L5. J III 6. OIL INDICATES TOP OF STRUCTURAL FLOOR SHEATHING FRAMING D TAILS. 14. RE. ARCHIT=-CITURAL DRAWINGS FORHANDRAIL AND STAIR NL2X5� LE\/ATION. C3 }-2X8 UNLESS E = 15. - ;�Ll- FXTERk�WI�LLS!�HALL HAVE XVE C ONTIN TUD5 FROM -- - - NiTEP OTHERWISE . �L -L FLOOR TO FLOOR OR FLOOR TO RO9 (INCLUDING RAKE WALLS }. - HEADERS SHALL BE BUILT OUT TO 5 1/-2" (3 1/2") WIDTH By I ( I ( I \-1-155-4X4X5/e� ADDING PLYWOOD 5PACER5 AS REG UIRED. P T 16. R E. S HEE T 3.0 FOP, GENERAL NOTE5. 10 UP ONLY 5. ALL COLUMNS SHALL BE (3)--2X& UNI 5 NOTED OTHERWISE. H5S 4X4XI1-4 1 INDI ATES EXTERIOR DECK FRAMINO AREA. I .0 WA IRPROOFIN& RE. ARCHITICT. TO FLO OR FLOOR TO ROOF. rER5 SHALL BE AIDED TO Qt� -J 1 -J G. WOOD COLUMNS SHALL BE CONTINUOUIEf FROM FLOOR TO P OF 5 > NOTED OR COLUMN 51ZFS ASR EGUIRED TRIM. r PLYWOOD 1 a" CONCRETE SLAB WITH AT 10" EACH WAY TOP AND r-7 .0 I I I I SLAB HEARTH E30TTOM HL2XI4 3.0 1-155 -4X-4X112 W2IXI66 CONTINUOUS C!L41-Y COLUMN UP IT I KAI - - - - - - - - - - - - - - - - - - - - - - -- I I I I I I I I X14 - LVL T N/ 1z - - - - - -- 1 %7 <qql-cl 3/4 ......................... "k HS5 -4 ..... COLUMN �X4XI14 OPEN ONLY -2X& 7, � '1W C2)-14" L' L 3.0 I I I I I I= \-CMU ABOVE 4 XIq 3.0 3.o X X J L2 3.0 I I I - - - - - - - - - - - - - > X -"A SLAB -R'rH X F2 CF I - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - t - - - - - - - - - - - - - - � ill U W , I I I I W 1 7 - - - - - - - - - - - - - - - - - - - - Sz- - - - - - - - - - - - - A 4 - - - - - - Q r 3.0 t I CI)LUMN �� I I I II H 5 4X4X /2 A J -J V421 X 1 661 CONTINUOUS LVL < - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - 7�F 0-0 - - - - - - - - - RI H55 -4X-4XI/2 < ANA -4 1/2 CONCRETE COLUMN � I I I I I SLAB ON -2", /1 N15�40 -J z TOR X -20 67AOF METAL ,p 0 ( PECK -J 7) ""1 53.0 dk 100 I A TOP OF V A` CONCRETE CONCRETE � _ _ � - TOP OF r - - - - - - - - - - - - m I I i6 � �� s -14 _J " LV t2)LfMLJLVL 1 tit I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I � �- t t4f t - - - - - - - - - - - -- - -- - - - - I 1 "q q 77- r4 3.0 F2 0 -------- --- I I i - - - - - - ----- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - --- "I - - - - --- - - - - - - - - . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - 0 -, r 3.0 t - - - - - - - - - - - - - - - - - - - - - - IN L,-�NDINO II v K- - - V 4 -`1 f m V -- - - - - - - - - - - - - - - - - -- - - - - - - - 1\53.0� I I m m I V I I I I! II - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - -- -- - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - L--J - - -- -- - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - H - - - - - - - - - - - - - I ---I - - - - - - -- H - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - -L - - - - - - SHEAR WALL SCHEDULE TYPE MAX. 5TUP 5HEATHIN6 PANEL EDGE CONNECTION AT CONNECTION AT BOTTOM SILL SILL PLATE CONNECTION AT 5PACINO 14" LVL NAILING TOP PLATE TO RIM FOUNDATION CE1 1 15/5 2 10d AT 6' 10d NAIL AT 1'-0' I&d AT a" X 1 (P X 10" ANCHOR /-2" -2 BOLT AT 2'-0" (aDl 1'- 15/32' IOd AT 6" IOd NAIL AT 1'-0' 16d AT 6" 2X --- CE) 15/52" IOd AT 6" IOd NAIL AT 6" lbd AT 2" 2X --- (a �) 1 [5/32" IOCI AT 4" A35 CLIP A35 CLIP 5X 1/2 " 4) X 10" ANCHOR AT 10" AT 10" BOLT AT 1'-0" CE D1 [ -4" 15/3-2" 10d AT 3" A35 CLIP A35 CLIP 1/-2" 4) X 10" ANCHOR AT 5" AT &' -2X BOLT AT 1'-0" 15/32" 10d AT 2" A35 CLIP A35 CLIP 1/-2" (P X 10" ANCHOR I I AT 6" AT 6" .2X BOLT AT 5" NOTESt 1. USE (� TYPE WALLS FOR ALL EXTERIOR WOOD STUD WALLS UNLESS OTHERWISE NOTED. 2. NAIL ALL PLYI TO INTERMEDIATE SUPPORTS WITH IOd NAILS AT 1 MAXIMUM 5PACINC-7. 5. BACK ALL PANEL EDGES WITH 2X BLOCKING. 4. PROVIDE 2" X 2" X 3/16" PLATE WASHERS AT ALL SILL PLATE ANCHOR BOLTS. 5. NAIL HEADS SHALL NOT PENETRATE PLYWOOD 6. PREDRILL AS REGUIRED TO AVOID 5PLITTIN& WOOD MEMBERS. - 1. STAGGER ALL 5HEATHIN& JOINT AND SILL PLATE NAILING. &. INDICATES SHEAR WALL. q. HOLD -DOWNS ARE CALLED OUT ON PLAN AT BOTTOM OF SHEAR HALL WHERE REQUIRED. MINIMUM HOLD -DOWN COLUMN SHALL BE (2)--2X& AT WALL ENDS. FLOOR JOLT SCHEDULE MARK JOIST 5PACIN0 (D 14" TJLX 1 G 2XL2 14" LVL 1'-4 (2} -14" LVL STEEL 6H40P DRAWINGS SHALL BE SUBMITTED FOR ALL STEEL MEMBERS 0 2'-8' 5' - 4' SCALE,- 311ro' z V-0 NgL M4 M-P A/TA g , Inc. V I --- IL Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 fax: (970) 949.8134 email: general@vagarchitects.com 90 Benchmark Road Suite 202 Avon, CO 81620 General Contract or Developer. 970.999.9999 Civil Engineer: 970999.9999 Landscape Architecture: SONES MAC 970.949.6490 S tructural Eng ineerin g Monroe & Newell Engineers, Inc. 970.949.7768 Mechanical/Electrical Engineering,: 970.9999999 Nfisc Consultant: 970.999.9999 24 Revisions: Issue Dates: 03.24.08: Pricing 05.12.08 Permit Sheet Title: Main Level Framing Plan Project No: 7560 Sheet No: S *02 0 2007 VAo ffia Anhjwcts R. PI-m