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HomeMy WebLinkAboutDRB130572 PLANS APPROVEDIII — III —III EARTH O O PERVIOUS FILL STONE MASONRY STRUCTURAL CONCRETE CONCRETE MASONRY UNIT BATT INSULATION STEEL /METAL AS NOTED BUILDING SECTION REFERENCE 0 DETAIL REFERENCE MAIN 1w_01 HEIGHT REFERENCE REVISION REFERENCE 1 44(i> 2 3 nnnnnnnnnnnnnnnnnn ELEVATION REFERENCE DETAIL REFERENCE SECTION REFERENCE ROOM NAME /NUMBER WALL TYPE REFERENCE PLYWOOD FINISH WOOD WOOD -ROUGH BLOCKING GYPSUM BOARD RIGID INSULATION POLYURETHANE SPRAY FOAM INSULATION CARPET INTERIOR ELEVATION REFERENCE ii 8TN—"w&—Wr WINDOW TAG DOOR TAG MATERIAL BREAK EGRESS ABV ABOVE LAV LAVATORY AFF ABOVE FINISHED FLOOR LH LEFT HAND AP ACCESS PANEL L LENGTH AC ACOUSTICAL LTL LINTEL ADD ADDENDUM LVR LOUVER ADJ ADJACENT MH MANHOLE ALT ALTERNATE MFR MANUFACTURE (ER) ALUM ALUMINUM MO MASONRY OPENING ARCH ARCHITECT (URAL) MTL MATERIAL BASMT BASEMENT MAX MAXIMUM BRG BEARING MECH MECHANIC (AL) BVL BEVELED MC MEDICINE CABINET BIT BITUMINUOUS MMB MEMBRANE BLK BLOCK MTL METAL BLKG BLOCKING MET METER (S) BOT BOTTOM MIN MINIMUM BLDG BUILDING MIR MIRROR CPT CARPET (ED) MISC MISCELLANEOUS CSMT CASEMENT MULL MULLION CLG CEILING NAT NATURAL CT CERAMIC TILE NR NOISE REDUCTION CLR CLEAR NOM NOMINAL COL COLUMN NIC NOT IN CONTRACT CONC CONCRETE NTS NOT TO SCALE CMU CONCRETE MASONRY UNIT OPG OPENING CONST CONSTRUCTION OPP OPPOSITE CONT CONTINUOUS OPH OPPOSITE HAND CJT CONTROL JOINT OH OVERHEAD CPR COPPER PR PAIR CUST CUSTOM PK PARKING DT DRAPERY TROUGH PVMT PAVEMENT DTL DETAIL PL PLASTIC LAMINATE DIM DIMENSION PT POINT DR DOOR PSF POUNDS PER SQUARE FOOT DWG DRAWING PSI POUNDS PER SQUARE INCH ELEC ELECTRIC (AL) PL PROPERTY LINE EL ELEVATION (S) REF REFERENCE ELEV ELEVATOR REFR REFRIGERATOR EQ EQUAL REINF REINFORCING EXH EXHAUST REQD REQUIRED EXG EXISTING RES RESILIENT EXT EXTERIOR REV REVISION FOC FACE OF CONCRETE REVS REVERSE FOF FACE OF FINISH RH RIGHT HAND FOM FACE OF MASONRY R RISER FOS FACE OF STUDS R &S ROD AND SHELF FIN FINISH (ED) RD ROOF DRAIN FFE FINISHED FLOOR ELEVATION RFG ROOFING FE FIRE EXTINGUISHER RM ROOM FHC FIRE HOSE CONNECTION RO ROUGH OPENING FPL FIREPLACE R/S ROUGH SAWN FP FIREPROOFING, SPRAYED SLNT SEALANT (EXTERIOR) FLG FLASHING SHTG SHEATHING FLR FLOOR (ING) SM SHEET METAL FD FLOOR DRAIN SIM SIMILAR FTG FOOTING SC SOLID CORE FND FOUNDATION SPEC SPECIFICATON (S) FBO FURNISHED BY OTHERS SQ SQUARE FPHB FREEZE PROOF HOSE BIB STD STANDARD FUR FURRED (ING) ST STAIN GA GAGE, GAUGE STL STEEL GV GALVANIZED SD STORM DRAIN GC GENERAL CONTRACT (OR) STR STRUCTURAL GL GLASS, GLAZING TEL TELEPHONE GYP BD GYPSUM BOARD TV TELEVISION HB HOSE BIB THR THRESHOLD HDW HARDWARE T &G TONGUE AND GROOVE HDR HEADER TB TOWEL BAR HTG HEATING TR TRANSOM HVAC HEATING /VENTILATING /AC T TREAD HT HEIGHT TYP TYPICAL HOR HORIZONTAL UNO UNLESS NOTED OTHERWISE HWH HOT WATER HEATER VB VAPOR BARRIER INCL INCLUDE (D), (ING) VIF VERIFY IN FIELD ID INSIDE DIAMETER VERT VERTICAL IBC INSTALLED BY CONTRACTOR WC WATER CLOSET IBO INSTALLED BY OWNER WP WATER PROOFING INS INSULATE (D), (ION) WWF WELDED WIRE FABRIC INT INTERIOR W WIDTH, WIDE KIT KITCHEN WIN WINDOW LAM LAMINATE (D) WO WITHOUT WD WOOD FINAL DRB 1475 BUFFEHR CREEK ROAD, LOT 1, BLOCK 4 FILING CONSTRUCTION TYPE: L1.1 TYPE V -N 3 LIONS A" GROUP R -3 (SINGLE FAMILY DWELLING) I RIDGE AX2 RATED CONSTRUCTION: ar�n SUBDIVISION, A' kj 1 -HR AT MECHANICAL /RESIDENCE slAUerl�VlE�f' fi�s�ra NEW AUILMNUSPI&I WO 43 NEW - ®NS VAIL, CO DECEMBER 23, 2013 - 1:514 E 1,`3 3iG� #Ir . IV14429z ANN �; Received TOWN OF VAIL . ! By Carolyn Godfrey at 2:48 pm, Dec 23, 2013 DRAWING: INDEX: CODE: 3-AMW INTERNATIONAL RESIDENTIAL CODE 2012 Al 2 CONSTRUCTION TYPE: L1.1 TYPE V -N A" OCCUPANCY CLASSIFICATION: A" GROUP R -3 (SINGLE FAMILY DWELLING) I GROUP U (PRIVATE GARAGES) AX2 RATED CONSTRUCTION: ar�n 1 -HR AT GARAGE /RESIDENCE A' kj 1 -HR AT MECHANICAL /RESIDENCE slAUerl�VlE�f' fi�s�ra NEW AUILMNUSPI&I WO Received TOWN OF VAIL . ! By Carolyn Godfrey at 2:48 pm, Dec 23, 2013 DRAWING: INDEX: IN � �if-ri_ _c KRUEGER ARCHITECTURE PO BOX 8332 AVON CO 81620 970 - 390 -0968 PAVAN @KRUEGERARCHITECTURE.COM CLAES HOLM, HOLM CONSTRUCTION, INC. PO BOX 5356 VAIL CO 81658 970 - 390 -1315 HOLMINVAIL @GMAIL.COM TIM BOYLE, BOYLE ENGINEERING 1650 FALLRIDGE ROAD VAIL CO 81657 970 - 476 -2170 BOYLEENG @QWESTOFFICE.NET PAM GRANADE 3819 MOULTRIE STREET CHARLOTTE NC 28209 919 - 475 -0305 PGRANADE @EARTHLINK.NET R KEVIN WHITE, WHITE LIGHTING DESIGN 3775 CHASE STREET WHEATRIDGE, CO 80212 303 - 463 -6661 KEVIN @WHITELIGHTINGDESIGN.COM ARCHIBEQUE LAND CONSULTING 105 CAPITOL STREET, SUITE 5 PO BOX 3893 EAGLE, CO 81631 970.328.6020 970.328.6021 FAX DRB130572 R A1.1 EXIST. SITE PLAN Al 2 NEW OW KAN L1.1 KM IN � �if-ri_ _c KRUEGER ARCHITECTURE PO BOX 8332 AVON CO 81620 970 - 390 -0968 PAVAN @KRUEGERARCHITECTURE.COM CLAES HOLM, HOLM CONSTRUCTION, INC. PO BOX 5356 VAIL CO 81658 970 - 390 -1315 HOLMINVAIL @GMAIL.COM TIM BOYLE, BOYLE ENGINEERING 1650 FALLRIDGE ROAD VAIL CO 81657 970 - 476 -2170 BOYLEENG @QWESTOFFICE.NET PAM GRANADE 3819 MOULTRIE STREET CHARLOTTE NC 28209 919 - 475 -0305 PGRANADE @EARTHLINK.NET R KEVIN WHITE, WHITE LIGHTING DESIGN 3775 CHASE STREET WHEATRIDGE, CO 80212 303 - 463 -6661 KEVIN @WHITELIGHTINGDESIGN.COM ARCHIBEQUE LAND CONSULTING 105 CAPITOL STREET, SUITE 5 PO BOX 3893 EAGLE, CO 81631 970.328.6020 970.328.6021 FAX DRB130572 A" . POW MAN A7.4 NEW MAIN LEVEL PLAN A" N A" NEW S" I EXIST. tf_VX AX2 NEW SEUTH ar�n NEW ELF-VAT VV A' kj imp EX1W.-PULIDING '"M slAUerl�VlE�f' fi�s�ra NEW AUILMNUSPI&I WO 43 NEW - ®NS w� AXI A ASA A"�►�IrILS -�IIAXIS AT-1 WINUMXA08R9CH90ULF_ A2 WI9 IN � �if-ri_ _c KRUEGER ARCHITECTURE PO BOX 8332 AVON CO 81620 970 - 390 -0968 PAVAN @KRUEGERARCHITECTURE.COM CLAES HOLM, HOLM CONSTRUCTION, INC. PO BOX 5356 VAIL CO 81658 970 - 390 -1315 HOLMINVAIL @GMAIL.COM TIM BOYLE, BOYLE ENGINEERING 1650 FALLRIDGE ROAD VAIL CO 81657 970 - 476 -2170 BOYLEENG @QWESTOFFICE.NET PAM GRANADE 3819 MOULTRIE STREET CHARLOTTE NC 28209 919 - 475 -0305 PGRANADE @EARTHLINK.NET R KEVIN WHITE, WHITE LIGHTING DESIGN 3775 CHASE STREET WHEATRIDGE, CO 80212 303 - 463 -6661 KEVIN @WHITELIGHTINGDESIGN.COM ARCHIBEQUE LAND CONSULTING 105 CAPITOL STREET, SUITE 5 PO BOX 3893 EAGLE, CO 81631 970.328.6020 970.328.6021 FAX DRB130572 UJ L1.1 H Z Er W W z II W 0 0aZ 00 8 a V4a �1 IL > m� a� z O �mFVZ aar� arwa ar�n WY 04-0 r�ar,� tt slAUerl�VlE�f' fi�s�ra flWU -nl� iaa# AWWNav: PfC i�f:.�4�FEl �Pt�NdF'RTpN d swrr+ AOmO FOUND SURVEY MONUMENT No, 4 REBAR REHABILITATED WITH 2" ALUMINUM CAP STAMPED LS 37902 N10'47'12 "W 2.81' FROM CORNER FOUND SURVEY MONUMENT 1.5" ALUMINUM CAP ON No. 5 REBAR STAMPED LS 26: ROCK\ / T � / SEWER <91 MANHOLE 8" �= EVERGREEN TREE WITH CALIPER 's= DECIDUOUS TREE WITH CALIPER 44.4' = SPOT ELEVATION ADD 8400' FOR ACTUAL x re�orea.. fl ^µ.TM�a:m a r(m�roeeso n) L a IMPROVEMENT SURVEY PLAT LOT I , BLOCK 4 509 LION'S RIDGE SUBDIVISION, FILING NO. 3 $Nti TOWN OF VAIL, COUNTY OF EAGLE, COLORADO r (_)BENCHMARK: SEWER MANHOLE S70N RIM = 845190' IGN APPARENT ENCROACHMENT �/� AGREEMENT RECEPTION SET SURVEY MONUMENT 2" ALUMINUM CAP ON No. 5 REBAR STAMPED LS 3' 40' WITNESS CORNER 20 0 10 20 40 80 1 INCH = 20 FEET FOUND SURVEY MONUMENT 1" RED PLASTIC CAP ON \ #5 REBAR LS ILLEGIBLE LEGAL DESCRIPTION: Lot 1, Block 4, Lion's ridge Subdivision, Filing No. 3, according to the plat recorded September 10, 1979, in Book 290, at Page 794, in the Clerk and Recorder's Office, County of Eagle, State of Colorado. NOTES: 1) Survey Date: October 14, 2013 2) Location of Improvements, Lot lines, and Easements are based upon the hereon referenced Final Plat of Lion's Ridge Subdivision, Filing No. 3 and Survey Control Monuments found at the time of this survey, as shown hereon. This survey was performed without the aid of a current Title Commitment or Policy. 3) Basis of Bearing= N69 °46'30" E between monuments marking the tangent portion of the northern line of Lot 1, as shown and described hereon. 4) Elevation Datum: 8453.90' on the Sewer Manhole rim shown hereon in the right of way for Buffehr Creek Road, this elevation was provided by others. 5) Contour Interval: 2 foot. 6) Utilities are shown approximately and should be field verified prior to excavation. 7) Surveyor does not warrant or certify to the integrity of any Digital Data supplied in conjunction with this map and survey 8) Street Address: 1475 Buffehr Creek Road. (Posted) 9) This Improvement Survey Plat was prepared for the exclusive use of Amanda Precourt, and is valid only if print has original seal and signature of surveyor. 10) Lineal Units of the U.S. Survey Foot were used herein. ENVELOPE DETAIL LOT I 0 s s 6 gyp. O h� ry / BLOCK 4 0.83 ACRES � s 1475 APPARENT NCROACHMEN y h� o ry 30' Archibeque Land Consulting, Ltd Professional Land Surveying & Mapping 105 Capitol Street, Suite 5 - P.O. Box 3893 Eagle, Colorado 81631 970.328.6020 Office 970.328.6021 Fax SURVEYOR'S CERTIFICATE I, Theodore J. Archibeque a Licensed Professional Land Surveyor in the State of Colorado, hereby certify that this Improvement Survey Plat was done by me or under my responsible charge, and that it was performed using the standard care and practice used in the area at the time of the survey, and is based upon the my knowledge, information and belief. This certification is not a guarantee or warranty, either expressed or implied. The Notes hereon are a part of this certification. Theodore J. Archibeque, PIES 37902 Professional Land Surveyor State of Colorado �- SBENCHMARK: FOUND SURVEY MONUMENT SEWER MANHOL No. 4 REBAR ST ON RIM = 8453.90 REHABILITATED WITH 2" ALUMINUM SIGN r> CAP STAMPED LS 37902 APPARENT ENCROACHMENT N10 047'12 "W 2.81' FROM CORNER AGREEMENT RECEPTION No. 473912 54.4' wv `f NEW CURB CUT TO BE CREATED AT ASPEN RIDGE ROAD WATER O VALVE (TYP.) 54.8 55.0 �qg STUN E TRACT A SIGN OD '��' „ / 58.9' � / ,\� O� ___ /� 8„ 59.8 ASPHALT � ��� AIR RELEASE r 2' DRIVE .:`� g' Q VALVE 58.0 6" \ .� 2 -8" 6" oQD� 60.2' FF \ ASPHALT 6 �D \ DRIVE Nx G 9.3' x\ „ / 4\ 5 �\� 8„ o . FOUND SURVEY MONUMENT � 6 1.5" ALUMINUM CAP ON , P 10„ 0 EXIST. BUFFEHR CRE ROAD CURB / -CUT TO BE ABANDONED14QR VAIL PUBLIC WORKS REQ'TS. ELECTRIC MANHOLE O COMMUNICATIONS MANHOLE O BUFFEHR CREEK ROAD X59.3' -7 n' X5 JJ \ 2- � all O � /1J No. 5 REBAR STAMPED LS 26598 9.1 CONCRETE 61.4' O� X\4 SEWER �. ,��. WALL \ rr ROCK ,,�00 6 8, ,�� ,��\� CLEAN OUT .2 �� WALL '\ � 4 >> ��v 60.2' FF �O �0 Z94,8 / -x ' 1.0 CANTILEVER `S � , / yy SEWER 62.9 �� , C, <Sx 0.3' FF MANHOLE ��/`< 1 ��61.2 , 63.4 0 . J , .6" 4 0, >> <D X s, 0�\ \ ��° 6 0.2' \ DRAIN ti \ �G . 71 \ CIO ( \ 60.3 \ X TREELINE ROCK OUTCROP LOT 2 14 HOT < < TU B D 60.2' F l g ht Of 00 V 00 EDGE OF ASPS ' GUARD RAIL R= 135.00 L= 215.00' A =91 014'54" T= 137.97 CH =S64 °36'03 "E 192.99 15' UTILITY EASEMENT vv a y co FOUND SURVEY MONUMENT 0 1.5" ALUMINUM CAP ON rp�J No. 5 REBAR LS 5933 PS / QP / Q �O �P TRACT A EXISTING SITE PLAN SCALE. I"= I 0'-W `�u W �°g3 0 a en �o V W U Q W 0 W Z _ ) W ad ISSUED FOR DATE. 0 LLI DRB CONCEPTUAL 0 j 0 DRB CONCEPTUAL REIN. Z J 0 d" �O w Z 0 vT) O> m0 m 0OW .j (3 D OC co) 0 J ISSUED FOR DATE. SCHEMAnCDESIGN 10-1413 DRB CONCEPTUAL 10-28.13 DRB CONCEPTUAL REIN. 114-13 PRICING 11 -12 -13 STRUCT. REVIEW 12413 FINAL DRB 12 -23-13 SHEET SCALE. DRAWN BY PK PROJECT: BUFFEHR RENOVATION COPYRIOW 2013 EXISTING SITE PLAN A1.1 FOUND SURVEY MONUMENT 1.5" ALUMINUM CAP ON No. 5 REBAR STAMPED LS 26598 Meets snow storage requirement. FOUND SURVEY MONUMENT No. 4 REBAR REHABILITATED WITH 2' ALUMINUM CAP STAMPED LS 37902 N10 °47'12 "W 2.81' FROM CORNER 1 / 0 EXTERIOR LIGHTING LEGEND MARK SYMBOL TYPE MFG MODEL FINISH LAMPING QTY A BOLLARD DELTA MONOPOL 70 LED WW GREY BROWN (1) POWERLED 8W 4 B 8 RECESSED WALL BK LIGHTING BRICKSTAR BRONZE (1) MR16 4 C WALL SCONCE DELTA MONO LED WW GREY BROWN (1) POWERLED 7W g D PATH LIGHT BK LIGHTING I STAFF STAR BRONZE (1) MR16 5 E ® RECESSED CAN LIGHTING DESI NER TO SPECIFY 4 7s'Aq4 1 ^ =*-Ar TOTAL PIC 1 00 d swrr+ 26 / NOTE: CUT ROAD TO ENLARGE WATER / WV / LINE FROM MAIN AS REQ'D BY FIRE NA/ DEPARTMENT FOR FIRE SPRINKLERS ATE CURB CUT AND REGRADE WITH /NEW BOULDER RETAINING WALL AS APPROVED BY VAIL PUBLIC WORKS I --- ,� ELECTRIC MANHOLE TRACT A � �/ // / � CREATE HAMMERHEAD TURNAROUND W/ / /Z ���� BOULDER RETAINING COMMUNICATIONS MANHOLE 13UFFEHR C ROAD MAINTAIN EXIST. GRADE AT EXIST. SEWER MANHOLE 70 R*�ght O f +57� Way ko / ASPHALT S ELIMINATE CURB CUT @ BUFFEHR / DRIVE CREEK ROAD AS APPROVED BY CO / \_� VAIL PUBLIC WORKS 00 / TOP 0 10 51 A 00 EXERCISE 0 / t7 0o / oos a \ O \� / oLO AS PHA DRIVE c I OATS 6 \ \ 002 ����� / MECHANIC L BAUNA / EXISTINQ GUARDRAIL R — 1 35.00 P 008 006 C / ELEV. O EXBATH E ENTRY \ / ; 215 00' / - -8460 J�\ 009 007 Meets ° ' " FOUND SURVEY MONUMENT 9 - -- O WINE / A- 91 14 54" PG6; / OWDER DD3 \ / storage 1.5 ALUMINUM CAP ON HALL 010 requirement. 014 (UP & B D \ // �/ T 1 ��° 97 No. 5 REBAR LS 5933 s � CUT WAL PARTIALLY AND ADD NEW BOULDER RETAINING LOWER GRADE AT NEW GARAGE. NEW PAVERS AND HEATED DRIVE NEW TRENCH DRAIN AT NEW GARAGE / NEW FOUNDATION & NEW WALL AT NEW GARAGE SPACE Approved by the Design Review Board TOWN OF VAIL" By Joe Batcheller at 2:29 pm, Jan 16, 2014 0 1� LOT 2 > C NG DOWNSTAIRS // / / /�� CH-S64'36 9 03 99 E BITTI \ LIVING � / Oil PATIO / \ \ T OF PATIO B LIVING C N EXTERIOR/�IREPI"/ STON-E�' VENEEY 012 URROUND./STUB WT GAS T6O FIREPy T / Do / 00 // NEW C�NC. 0 FLAGSTONE P 10 WITH / STON VENEE/R FACE/AT R AINING W L'L - / / 60'P PATIO ' � / /-T � / EXIST. f� SC TO' BC EHkNII ATB 'WOOD // / rCHEN / / DININ j SITE PALL N F� / O19 / PATI / � / / O Do /TLDINGfVVELOP '\X DINING / // / / / / / / / (UPSTAIRS) 020 / // \ OFFICE // D\ / D�ASHED ES DE TE E X I / FOUND ON W S / / / / CQ \ \ NEW /PRE -Fk� HOT/T0B TO / / / / / / // P�RTIALL�RECEED INTO / / / / / / / / J /\ / EXIST) CRAWLSPACE / / / / / / / / CIO / / EXIS .. CON . WALL T6 REMA, K. 9 \ / AN R7 BE CUT D0WN' TO PAyT10 ROCK 01 TCROP / / / / / / / 0Q) / //, /, / of 1 B ock 4 Z1Z 0.83 Acres / 1475 / , / TRACT A i�NEW SITE PLAN M2 %2111;�Lr- VaIV-(° LU 0 L1.1 F- LU 0 W JEE 8 z II LU 0 �aZ 00W 8 a VtAa �1 ILL > m� a� a z O -j �mFVZ aar� arwa ar�n ARNx1*V%04WV 04-0 rfv* tt slAUer)*VlEW 17sla flWU -nlO iaa# 7s'Aq4 1 ^ =*-Ar AWWNav: PIC MUcf:049"WNd!'RTpN 00 d swrr+ NEW SMKAN Al 02 Approved by the Design Review Board TOWN OF VAILL By Joe Batcheller at 2:29 pm, Jan 16, 2014 Z O � j I'm I PN Me - rie H "It' T Hiit -5 I % I-" FIUA 4` P 'T %111 V11 L C, UZ fit Lit b V-7 ti r P S[;:ts VV H b4li' W AV 115 r5 I ILS 1:'17 `TO KI F j �" . 1,jj _ =) , '`/ �'�. / i GENERAL NOTES I All plant material shall be placed in pits having a minimum diameter of 150 U percent of the plants total root ball or container volume. Z 2. All plant material shall be backfilled with one part compost to two parts 0 topsoil. 3. At all plant beds, soil mixture shall raise a minimum of four (4) inches above all other finish grades. Z 4. All shrub beds and tree wells will be mulched with three (3) inches shredded hardwood bark mulch throughout entire bed. 5. All deciduous trees are to be staked with 5 foot steel 'T' stakes and guyed with #12 gauge, galvanized wire and 1 -1/2 inch wide green nylon tree straps. Stakes are to be removed 3 years from date of installation unless otherwise K'- approved by Owner. 0 kA J TX, V,1 6. All evergreen and deciduous trees shall be provided with an "earthen 4- V saucer" at its base. Saucers are to be constructed having a minimum shallow depth of four (4) inches. Y 7. All newly planted trees shall be rooffed at the time of planting. Rootfeeding shall consist of a liquid form, root growth stimulator including Vitamin B-2 o, t'-k Z and a slow release fertilizer having a composition of 14-14-10 + 2% iron. T- 8. All disturbed areas not planted with shrubs are to be revegetated with a native seed mix. K/ 9. All planting shall be competed during the normal growing season; no planting should occur during inclement or freezing weather. 10. For finish grading, soil surface should be a loose moist surface. Planting should occur within 10 days of surface preparation. t-7 11. Landscape Contractor is responsible for the location and preservation of all utilities prior to beginning work. Adjustments of plant material due to conflicts with utilities shall be approved by Owner. 12. Landscape Contractor shall submit the company's written document regarding its policy on Plant Guarantee and Replacement to the Owner. Each Guarantee shall conform to the minimum standard of replacing all 4 / / / material including labor, due to the sickness or death of a plant (with exceptions), for a period of one-year following the plant's installation. 13. It shall be the Landscape Contractor's responsibility to confirm all design criteria as noted by the drawing or technical specifications. Any discrepancies, deletions, additions, or alterations to the drawings or 6 specifications shall be presented in writing to the project Landscape Architect prior to installation. 14. Automatic drip irrigation shall be provided at all new trees and shrubs. Automatic rotor heads shall be provided for lawn area. 15. A low voltage system manufactured expressly for control of automatic circuit valves of an irrigation system shall be installed. System shall include an adjustable 24 hour time clock which will allow for automatic, semi-automatic, or manual operation; circuit control which allows for manual or automatic operation; and programmable capabilities that allow for independent watering schedules per zone. The system shall include a reduced pressure backflow device immediate of the water meter. An existing irrigation system may be modified is suitable. 16. -General Contractor is to provide 4" PVC sleeving below all driveways to adjacent planting areas. 4� < 0 co co 0C) C U) .0 C: a) CU C/) -0 (D Q) CZ @J CO 0 (D CD E a) C ca 6 oo U CO rl- a • • • < J U) Z 0 :D 0 z 0 O U) LIJ 00 0 U-1 Er 0 1_� U) Z O PLANTING PLAN SCALE: 1 160" I CUT CONC. WALL FOR NEW GARAGE DOOR i i A 6 C D i r Y ,--r rm-my </ 1 E II II II it it �I �I it WINDOWS AND DOORS TO BE REPLACED THROUGHOUT I EXISTING MAIN PLAN All l SPO 114" =1'-" REMOVE GARAGE DOOR AND REPLACE WITH NEW BI- PARTING SLIDER CUT CONC. WALL FOR NEW ENTRY DOOR 101110 FEE IJ f` i� J�JCIsfING MAIN FLOVRFtAN A201 SRI 0 LJ.I H Vtl* W W � IL w IJ f` i� J�JCIsfING MAIN FLOVRFtAN A201 0 Lu Vtl* OGLU l� IJ f` i� J�JCIsfING MAIN FLOVRFtAN A201 mlu>-r nA nB nC nD nE i�EXISTING UPPER PLAN EXISTING CONCRETE DECKING TO BE REMOVED. NEW LIVING SPACE TO BE CONSTRUCTED INTERIOR WALLS TO BE REVISED PER NEW FLOOR PLAN 7mlo" J UJ �=a L1.1 H Z Er W W � II 8 W 0aZ im 00a a �a �1 m� a� z O �mFVZ aar�. a rwa mot. rfvr,t tt slpuer)fVr:w 1Zall flWU -OW V=fir!' *0TS'N4 AWWNW: iK i%MOLf:049"WNdF'RTpN 00 d swrr+ �XsrlNGUMER FLt7QtF1 -AN A2m2 nA nB nC nD nE 71 1 EXISTING ROOF PLAN w j spo 1w = 11-M EXISTING ROOF DECKS TO BE REPLACED BY NEW LIVING SPACE EXISTING ROOF TO BE REMOVED AND REPLACED �a �i 14#]4 w lima uj� M�a i3 i LJ.I H 00uj a re W W� � w f 1 t�� 0 uj� M�a i3 i 0 o 00uj a re !3F -1 a WX i -1 op A2.3 PARTIALLY REMOVE CONC. SITE WALL & REPLACE W/ NEW BOULDER RETAINING WALL LEVEL DRIVEWAY AND REPLACE ASPHALT W/ CONC. OR PAVERS NEW EXT. WALL TO CREATE NEW GARAGE CONC. SITE WALL TO REMAIN, NEW PLANTER Approved by the Design Review Board �� �'� � f ��j � ; By Joe Batcheller at 2:30 pm, Jan 16, 2014 a N 534 s.f. deduction. A B C — — — — — — — — — — — — 17 EXISTING DRAIN AT EXIST. GARAGE DOORS I 13:1 300 s.f. deduction. 39 s.f over; to be counted towards GRFA. NEW DRAIN AT NEW GARAGE DOOR 16 I I I I I BENCH W/ SHOE BASE & UPPER STORAGE BELOW CABS AND CUBBIES ABOVE1./)��1�J<• 13 F� i I 12 F_ RELOCATE COLUMN CATERING�I % STAGING I ■ ■� ■.� ■�. rri,� 11'-82" I 4' -9%" s �I II I HALL 1314 II II D ME=HANl=AL V, \I STEA EQUIP O• mom 1-rrr-vm, 1 MAU t4A C 18 F� j OL TOP OF PATIO 60' -0" III III iiw I III I III I 01 NEW HORIZ. SLOT WINDOW HIGH IN WALL II I� I TOP OF PATIO PLASTER FINISH DIN 4 R I I � @ 6„ NEW PENINSULA LINEAR BURNER FIREPLACE 1_ NTRY 02 II II IIj I III, I Y I NEW EXT. WALL LOC. OVER I EXIST. WOOD BEAM BETWEEN FOUND. WALLS II O 05 I I LIVIIJ OL I I 07 O 6OP OF PATIO NEW EXPO'S D A'TMII CONCAGGREGAT PAtI O S OPE MIN. l'e" 0 0 / PI-__R FOOT TYP. LJ WATER FEATURE - RE: LAND. ARCH. � I 21' -7%" 22' -4Y" 17' -6" i1 MAIN LEVEL PLAN A14 % m,C,g' 114" =110 NEW DOUBLE SLIDING DOOR NEW PATIO RAISED ABOVE DRIVE a NEW STEPS UP TO ENTRY PATIO METAL SIDING TO CONT. In TO INT, FROM EXT. w_ 1 v 4 NEW GLASS & PIVOT DOOR ENTRY WALL 00 - � 3 NEW 3' HIGH SITE WALL NEW GAS FIREPIT W/ STONE VENEER & STONE CAP - 4 9" F CD s - ti .r y s s t� Uj z� �> AMP z MAIN P1-AN A2 4 HALL 1314 II II D ME=HANl=AL V, \I STEA EQUIP O• mom 1-rrr-vm, 1 MAU t4A C 18 F� j OL TOP OF PATIO 60' -0" III III iiw I III I III I 01 NEW HORIZ. SLOT WINDOW HIGH IN WALL II I� I TOP OF PATIO PLASTER FINISH DIN 4 R I I � @ 6„ NEW PENINSULA LINEAR BURNER FIREPLACE 1_ NTRY 02 II II IIj I III, I Y I NEW EXT. WALL LOC. OVER I EXIST. WOOD BEAM BETWEEN FOUND. WALLS II O 05 I I LIVIIJ OL I I 07 O 6OP OF PATIO NEW EXPO'S D A'TMII CONCAGGREGAT PAtI O S OPE MIN. l'e" 0 0 / PI-__R FOOT TYP. LJ WATER FEATURE - RE: LAND. ARCH. � I 21' -7%" 22' -4Y" 17' -6" i1 MAIN LEVEL PLAN A14 % m,C,g' 114" =110 NEW DOUBLE SLIDING DOOR NEW PATIO RAISED ABOVE DRIVE a NEW STEPS UP TO ENTRY PATIO METAL SIDING TO CONT. In TO INT, FROM EXT. w_ 1 v 4 NEW GLASS & PIVOT DOOR ENTRY WALL 00 - � 3 NEW 3' HIGH SITE WALL NEW GAS FIREPIT W/ STONE VENEER & STONE CAP - 4 9" F CD s - ti .r y s s t� Uj z� �> AMP z MAIN P1-AN A2 4 0 1 Approved by the Design Review Board TOWN Of VA I L By Joe Batcheller at 2:30 pm, Jan 16, 2014 7i1 UPPER PLAN m J MP49 if4N = 190 m l 4 :a a♦ _ y rr a s = W 0 LL 0 s rr� 0 W !ll:!a Ni ELI Ll A2.5 i !ll:!a Ni ELI Ll A2.5 FLU PV f Cl\Ir1A/ rl IDC AT Kir)DT-I 7nr iKirr DnDTlrw Approved by the Design Review Board TOWN OF VAIL a By Joe Batcheller at 2:35 pm, Jan 16, 2014 i1 ROOF PLAN W j MP49 Ilea TO m l J �R X ! ! � I ti ,err ! W z 0 A- 00 0Lu A2.6 } i A2.6 sme 3/16" s 1'1/ _AM ;CIA CRETE FE USE KPOSED WALL EXISTING SOUTH ELEVATION Am ans. ro� 4 3 2 1 1 2 3 4 5 T 5 L t t __1 L I L_ I 21 EXISTING EAST ELEVATION KI nYS &IS. 104 STING METAL SHADE NING STING PAINTED 4NDING SEAM METAL OFING W/ METAL FASCIA EXI STANDIN( ROOFING W/ STING STAINED WOOD ING STING FLAT ROOF -H CONCRETE DECK D WOOD AND NCRETE PARAPET LLS EXISTIN DECK OVE WOOD & C STING INTEGRAL LORED EXPOSED NCRETE WITH INSET TAIL STING GARAGE DOOR -H WOOD SIDING TO EXIS TCH C' Col, BUILD EXISTING WEST ELEVATION �I ww wur m r.w A ADE FOR OSED 4LL ISTING FLAT ROOF TH PARAPET ISTING WINDOW ELLS WITH SHADE JNING TOP OF PLY. 6Vx" ISTING CONCRETE ,TIO AND CONC. FE WALL OF LTWT CONC. 80.0 TOP OF PLY. 59'-101/2" ! ! � I ti y t� w z i 0 A- 00 0Lu S A3.1 3� ► -` F � V;Izgu 100 E• S A3.1 3� (33) FLUSH MOUNTED SOLAR PV PANELS WALL SCONCE NEW WINDOW AND DOOR TO ROOF DECK NEW WOOD DECKING OVER EXIST. STONE BALLAST AT FLAT ROOF W/ NEW STEEL RAILING NEW STEEL RAILING AT ROOF DECK SLOPED METAL CAP AT GARAGE ROOF NEW WINDOW AT OFFICE EXIST. SITE WALL TO REMAIN. NEW PLANTER WALL TO BE BUILT AT OPPOSITE FACE OF WALL 0 Approved by the Design Review Board TOWN OF VA j L By Joe Batcheller at 2:36 pm, Jan 16, 2014 NEW NORTH ELEVATION AU l scums 114 =1'-0" i1 NEW SOUTH ELEVATION AU % A� 1/4" =19-W / STONE N TED _S ANDING DFING SEAM METAL ZEMAIN- HEIGHT AT :R EXISTING J EXIST. NEW WOOD LT ON CONC. R AT (T. NOOD SIDING FOR NEW COORDINATE BOULDER VE D SIDING, PATTERN 1R000HOUT TYP. TEEL RAILING BEAM TO SUPPORT J- RE: STRUCT. CONC. SITE WALL. /FOUNDATION AS TER FEATURE /ALL W/ STONE ! ! � I ti ,err y s s t� W Z=i 0 Q: 0 LLB i A3.2 } i i A3.2 MOVE 4Y" 2 HORIZ. T & G WOOF TO MATC1 WALL NEW STEEL RAILING II\ OF EXISTING WOOD P NEW STEEL HEADER GARAC EXIST. GARAGE D Approved by the Design Review Board TOWN OF VAIL a By Joe Batcheller at 2:37 pm, Jan 16, 2014 zl NEW EAST ELEVATION AU l Mae IW _ 19-V STANDING SEAM NG >IDING TO MATCH SLIDER IN PLACE DOOR WALLS TO TO BE DYED - -- - - - - -- NEW WEST ELEVATION Au r iwaro T EXIST. FLAT FOR ROOF TO T BUILT INTO OUTLINE OF ION WOOD SIDING REMAIN. NEW INTO WALL— Fes- W H z 0 a� W 0 W W 0 LL i AMP 4fz 0 5 to o 00 Lu �I z i A3m3 vl F 1 i A3m3 EXIST. FLAT MEMBRANE W/ ROCK BALLAST REPLACED BY SLOPED TOP OF PLY. 69'-6" EXIST. WINDOWS & DOORS TO F UNLESS NOTED OTHE EXIST. FLOORS OVER CRAWLSPA F TOP OF LTWT. CONC. 60' -0" TOP OF PLY. 59'- 101/2" 2 M.1 EXIST. LONGITUDINAL SECTION scram 114" =1'-W T T 1 3 T T A4.1 EXIST. SECTION AT DININGIKITCHEN A4.1 sve w•. ra EXIST. SLOPED ROOF TO BE REMOVED AND REPLACED BY NEW SLOPED ROOF EXIST. CONC. ROOF DECK OVER GARAGE SPACE W/ WOOD & CONC. PARAPET WALLS EXIST. FOUNDATION AND CONC. WALLS TO REMAIN TYP, EXCEPT AT NEW GARAGE WALL AND RELOCATED INTERIOR COLUMNS E� • s ti ,err a s � w VII: 0 0_ 0 EXsnrG sEcr A4ml f EXsnrG sEcr A4ml 0 Approved by the Design Review Board TOWN OF VA j L By Joe Batcheller at 2:38 pm, Jan 16, 2014 42 " Milk 0 LOPE DRAIN SING AS 0 G WALL NEW SPACE OVER EXISTING CONC. DECKS W/ SLOPED ROOF 2 X 4 FURRING WALL W/ INSUL AT INTERIOR SPACES AT CONC. SLEEPERS TO RAISE FLOOR TO ADJACENT FLOOR HEIGHT OF PLY. i9' -21/4" OF P� 59' -9" ! ! � I ti ,err ! t� W z AMP 0 A- 00 0 Lu NEW swroNs A4.2 r• F NEW swroNs A4.2 4 TOP OF PLY. 69'-6" NEW MIN. 4" REINF. CONC. SLAB SLOPED MIN. Ys" PER FOOT TO CENTER DRAIN NEW DROPPED FLOOR FRAMING AT NEW GARAGE SPACE ki I 1 11 1 �r I L (K) CD �T -]I -TF IFS I I� II II II II E TOP OF LTWT. \ \ \ \ / \ /\ / \ / \ / \ \ / \ / \/ 60' -0" TOP OF PLY. \/ / / / \ / / \ / / \ / / \ / / \ / / \ //\ -' �' -FT777FT77FK7 59'- 101/2" --y Approved by the Design Review Board TOWN OF VA l L By Joe Batcheller at 2:39 pm, Jan 16, 2014 t1 LONGITUDINAL SECTION mi j wq-lili Ile =19-W REMOVE EXIST. CEILING AND EXPOSE JOIST. REPLACE W/ NEW OR WRAP IN BOX BEAMS. MAINTAIN SOFFIT AND INSUL. AT EXT. ANTIQUE ENTRY DOOR W/ SIDELITE AND HEAVY DUTY FLOOR PIVOT HINGE CUT CONC. WALL TO CREATE OPENING FOR ENTRY W JET Fes- 0 W H z a� w 0 W I� W 0 -2 0 A4.3 F A4.3 ._� a G TOP OF GONG AT NEW PATIO 59' -9 3/4" a 4 4 a CUT BACK CONC. TOPPING AND HEAT TUBING AT NEW EXT. SPACE AND REPLACE WITH FLAGSTONE CUT EXIST. FULL HEIGHT CONC. WALL DOWN TO CREATE NEW EXT. ENTRY SPACE NEW STEPS UP TO ENTRY- FLAGSTONE FINISH OVER CONC. STRUCTURE - REINF, AND DIMS RE: STRUCT, a ° d d ° d ° a a O ° d° d° ° d ° a , °° d 4 CD ° ° a° d d _UH ° a ® °d T 77 ° 4 ° d 4 a ° a ° d ° ° d ° d ° ° 4 4A 4 DETAIL 0. ENTRY PATIO 1" a lo-w DETAI NEW GARAGE DOOR W" T s 1 "- INSULATED SECTIONAL GARAGE DOOR W/ APPLIED WOOD SIDING RE: WINDOW SCHEDULE WEATHER STRIP 1/2" EXPANSION JOINT FILL WITH ELASTOMERIC CAULK NEW TRENCH DRAIN- TIE INTO EXISTING DRAIN LINE SANDSET PAVERS, SLOPED TO TRENCH DRAIN -NEW HEATED CONC. SLAB SLOPED TO CENTER DRAIN -PAVERS TO BE SET OVER HEAT TUBING ON GRAVEL SUBSTRATE -NEW DROPPED FRAMING TO ACCOMMODATE NEW GARAGE SLAB- RE: STRUCT, CONCRETE FOUNDATION WALL TO BE CUT FOR NEW GARAGE DOOR. DROP WALL HEIGHT AT DOOR TO ALLOW SLAB TO RUN OVER WALL DETAIL i T =1�.pI" EXISTING FOUNDATION WALL- CUT DOWN TO ALLOW FRAMING TO RUN OVER WALL. TREATED SILL PLATE NEW EXPOSED AGGREGATE CONC, SLAB, SLOPED AWAY FROM BUILDING, NEW WP OVER SHEATHING OVER TREATED DECK FRAMING TO REPLACE EXISTING. TOP OF LTWT. GONG. F_ _ _ -1 601 -0" D v D D TUBE STEEL BEAM TO SUPPORT DECK FRAMING ON CONC. PIER- RE: STRUCT. ALT: CONC. GRADE BEAM I I I I ASPHALT DRIVE TO BE REPAIRED AND EXPANDED PER SITE PLAN D v GRADE TO BE RAISED TO MAINTAIN MAX, 30" DROP FROM PATIO GRADE TOP OF DRIVE AT PATIO S p / BOULDER RETAINING WALLS- RE: LANDSCAPE ARCH. p p D \ \ / / I 2 DETAIL LIVING PATIO -� sme 1" = lo-w NEW CONC. SLAB TO REPLACE EXIST. OVER EXIST. FRAMING. SLOPE SLAB Y4" PER FOOT CUT EXIST. FOUNDATION WALL DOWN TO ALLOW NEW CONC, SLAB TO CONT. OVER TOP OF WALL. WATERPROOFING AT JOINT EXIST, GRADE TO REMAIN. NEW PAVERS AND LANDSCAPING- RE: LAND. ARCH. EXIST. T.O. WALL ,� ° 4 a ° 59' -11" a 4 a q ° 4 ° / y// a 4 4 d / 4 ° ° d a d NEW T.O. WALL ° 4 ° 59'-6" a 4° 4° d 4 ° 4 WHERE GRADE IS DISTURBED, COMPACT 4 ° TO ENSURE EVEN 44 4 SETTLING ° ° ° a ° d ° 4 ° d4 4 ° 4 n ° 4 CONCAANDSCAPED PATIO cc RAILING DROP IS C RAISE GRADE P NEW BOULDE DETAIL 0- DINING PATH i)t-Vs190 W H z a� w w� LLM Z=i 0,L> AMP 000 0Lu E It -- A5.1 r• E It -- A5.1 INEERED RAFTERS W/ MIN. �9 SPRAY FOAM INSUL, L -DEPTH INSUL. © EXT. .L LINE NDING SEAM METAL )FING OVER WATERPROOFING R SHEATHING ER RAFTER AT EAVE. WHERE ;KSPAN IS NOT POSSIBLE, USE UCTURAL RIM JOIST- RE: STRUCT. G WOOD DECKING AT EXT. FITS TYP. 6 FASCIA OVER 1 X 6 - FASCIA. FLASHING W/ ' EDGE TO EXTEND MIN. R FASCIA RESTORY WINDOWS WN -IN INSUL. AT FRAME .LS TYP. 1Y" AL FLASHING TO CONTINUE 12" DOWN ROOF, AND MIN. JP WALL. WRAP BUILDING �P OVER FLASHING, CAULK ITS EL BEAM AT STAIR OPENING, OSED AT UPPER LEVEL )ING SEAM METAL NG OVER WATERPROOFING SHEATHING- RE: STRUCT. LAYERS RIGID POLYISO W/ STAGGERED SEAMS TO ACHIEVE MIN. R -49 T & G DECKING OVER ;ED WOOD RAFTERS TYP. 2 X 6 T& G WOOD DECKING OVER VAPOR BARRIER EXPOSED RAFTERS INT. & EXT. NEW STEEL POST FOR STEEL BEAM SUPPORT AT EXIST. POST LOC. UNLESS NOTED OTHERWISE- RE: STRUCT. STANDING SEAM ROOFING OVER WP OVER 8" RIGID INSUL. W/ NAILER ON DECKING OVER RAFTERS RAFTERS- RE: STRUCT, NOTCH RAFTERS OVER STEEL BEAM, BLOCK ONLY AS REQ'D. STEEL BEAM, PRIMED & PAINTED. RE: STRUCT. STEEL KNIFE PLATE & THRU- BOLT CONNECTION- RE: STRUCT, EXISTING TALL LOG POST TO BE CUT DOWN AND REUSED, RE: STRUCT. NOTE: SIMILAR DETAIL AT STEEL POST BEAM SUPPORT 'AIL 's lw LOG ROOF SUPPORT D SIDING- HOLD SIDING OFF ROOF 6" METAL FLASHING- CONTINUE UP BEHIND SIDING MIN, 6" AND MIN. 12" BEYOND EDGE OF ROOFING. CAULK STANDING SEAM METAL ROOF ON WATERPROOF MEMBRANE UNDERLAYMENT. LAP BLDG, PAPER OVER MEMBRANE. EXT. GRADE SHEATHING OVER RAFTERS W/ SPRAY FOAM INSUL. TO ACHIEVE MIN. R -49, RE: FIN. SCHED. FOR INT. FINISH WOOD FRAME WALL W/ BLOWN -IN INSUL. DRYWALL OVER VAPOR BARRIER UNLESS NOTED OTHERWISE RAKE DETAIL AT FRAME WALL �1{! r s r-0' TONE VENEER HELD AWAY FROM ROOF L ANGLE SUPPORT AT STONE VENEER METAL FLASHING- CONTINUE UP BEHIND SIDING MIN. 6" AND MIN. 12" BEYOND EDGE OF ROOFING. CAULK STANDING SEAM METAL ROOF ON WATERPROOF MEMBRANE UNDERLAYMENT. LAP BLDG, PAPER OVER MEMBRANE. %" EXT. GRADE SHEATHING OVER RAFTERS W/ SPRAY FOAM INSUL. TO ACHIEVE MIN. R -49. RE: FIN. SCHED. FOR INT. FINISH TYP. RAKE DETAIL -1MN LEVEL r=rw (2) 4" LAYERS RIGID POLYISO INSUL. W/ STAGGERED SEAMS TO ACHIEVE MIN. R -49 STANDING SEAM METAL ROOFING OVER WATERPROOFING OVER Y8" SHEATHING RAFTERS ® RAKE TO BE SUPPORTED BY STEEL BEAM AT OVERHANG STEEL BEAM RAFTER SUPPORT INDEPENDENT OF EXT, WALL, CONT. TO INT. EXT. FINISH MATERIAL OVER BUILDING WRAP OVER SHEATHING ENGINEERED RAFTERS AT INT, W/ MIN, R -49 SPRAY FOAM INSUL, STANDING SEAM METAL ROOFING OVER WATERPROOFING OVER %" SHEATHING SISTERED RAFTERS AT RAKE, TAPERED TO 6" AT ROOF EDGE, BACKSPAN PER STRUCT. 3' -0" EXT. FINISH MATERIAL OVER BUILDING WRAP OVER SHEATHING WOOD FRAME WALL W/ MIN. R -21 BLOWN -IN INSUL. P. RAKE DETAIL -UPPER LEVEL r s 1uV' STANDING SEAM METAL ROOFING OVER WP OVER NAILER OVER (2) LAYERS POLYISO INSUL W/ STAGGERED JOINTS, OVER EXPOSED DECKING AND RAFTERS- RE: STRUCT. BLOCKING AT WALL LINE XPOSED 2 X 6 DECKING 2 X 6 FRAME WALL W/ BLOWN -IN INSUL. TYP. EXT. FINISH OVER BUILDING WRAP ON SHEATHING- RE: STRUCT, TYP. EAVE DETAIL - MAIN LEVEL i" = r4r 12 -RE: R PLAN 3' -0" TYP. FLASH MINIMUM Y2" OVER FACE OF FASCIA W/ DRIP EDGE NOTE: INSTALL HEATED GUTTER AND DOWNSPOUT WHERE APPLICABLE 2 X 8 FASCIA TYP. TO EXTEND Y2" OVER TOP OF RAFTERS ENGINEERED RAFTERS W/ SPRAY FOAM INSUL. (MIN. R -49) STANDING SEAM METAL ROOFING OVER WP OVER %" SHEATHING BLOCKING AT WALL LINE - INSULATE RIM -- ---- - - - - -- - - -- 1 X DECKING OR DRYWALL L' __ --- --- ___ ----- ____ „ APPLIED TO UNDERSIDE OF -- ---------------- 1 X 6 DECKING -- ---------- - - - - -- WOOD FRAME WALL W BLOWN -IN INSUL. ENGINEERED RAFTERS DRYWALL OVER VAPOR BARRIER DRYWALL OVER VAPOR 2 X 6 FRAME WALL W/ BLOWN -IN BARRIER UNLESS NOTED OTHERWISE INSUL. EXT. FINISH OVER BUILDING WRAP OVER SHEATHING- RE: STRUCT, 1KE DETAIL AT STONE VENEER TYP. EAVE DETAIL- UPPER LEVEL TURN FLASHING DOWN FACE OF FASCIA MIN. 1Y2" -NOTE: INSTALL HEATED GUTTER AND SNOWMELT WHERE APPLICABLE 1 X 6 FASCIA OVER 1 X 6 SUB FASCIA SISTERED RAFTER TAILS AT OVERHANGS TYP. TAPER TO 6" AT EDGE OF ROOF ti ,err a s s s w a) z 0 LL AMP 0 a> In Lu 0 to to z A5.3 t I� A5.3 2" X 1" IPE WOOD HANDRAIL BOLTED TO V X 1" STEEL PLATE PATINAED STEEL 1" X IV TEE BEYOND Xt" SQUARE STEEL RODS SPACED 4" OX, SCREW TEE TO FACE OF PARAPET WALL. ALT: SCREW TO FACE OF DECK BEAM 1" 'o 7 SECTION AT EXTERIOR RAIL AU I W" 1 1/2" =1'-W RE:7 /A5.4 FOR RAILING DETAIL 4 X 10 DECK BEAMS W/ 2 X 10 JOISTS 4 X 6 DIAG. BRACKET BEAM SUPPORTS KNIFE PLATE AT BRACKET - MOUNT PLATE TO BLOCKING IN WALL, PLATE TO BE SET INTO STONE VENEER 6 `-\ ELEVATION mx4 % some ur a iso 2 X 6 IPE WOOD OR COMPOSITE DECKING STEEL TEE RAILING POSTS, MOUNTED TO FACE OF BEAM TYP. LINE OF STONE VENEER BELOW 2 X 10 BEAM DECK JOISTS 4 X 10 DECK BEAMS SUPPORTED BY DIAG. BRACKETS 4 X 10 BEAM AT FACE OF DECK 75 PLAN AT MASTER DECK MA l saAle 1/2" a V-Cr TS STRINGER, CUT FLUSH TO FLOOR, WELDED TO PLATE AT FLOOR STEEL TEE RAILING POST SCREWED TO TREAD 12 X 16 STEEL PLATE BOLTED TO FLOOR FOR WELDING STRINGER 4" X 10" WOOD TREAD STEEL TEE TREAD SUPPORT WELDED TO STRINGER TYP. (PARTIALLY WELDED TO PLATE AT FL; OOR CONNECTION SECTION AT FLOOR 44 1 1/2" =114r 2" X 1" WOOD HANDRAIL BOLTED TO Y8" X 1" STEEL PLATE PATINAED STEEL 1" X 1Y" TEE BEYOND Y" SQUARE STEEL RODS SPACED 4" O.C. M SCREW TEE TO THREAD OL TOP OF TREAD a 73 SECTION AT STAIR RAIL AM l sa4LC- 1 1/2" a 11-W RAILING TO RETURN, TO BE MOUNTED TO FACE OF LANDING LINE OF WALL BELOW STEEL TEE RAILING SUPPORTS TYP., MOUNTED TO FACE OF TREAD SINGLE TUBE STEEL STRINGER, CENTERED ON TREADS 4" X 11" WOOD TREADS, SUPPORTED BY TEE WELDED TO STRINGER AND SCREWED TO UNDERSIDE OF TREAD FACE OF LANDING OF LE RAILING TO RETURN, TO BE MOUNTED TO FACE OF LANDING 21 PLAN AT STAIR TOP OF FIN. OILI 0 � Q 69' -81/4" OIL TOP OF PLY. 69' -6" OIL TOP OF PLY. 60'-0 3/4" OIL TOP OF PLY. 59'- 101/2" SECTION AT STAIR n eve vr. ra MAIN LEVEL STEEL HEADER AT STAIR OPENING TO ACCEPT ;AFTERS, EXPOSED AT UPPER HALL SIDE STEEL HEADER AT STAIR OPENING TO ACCEPT STRINGER 2" X 1" WOOD GRIPPABLE RAIL STEEL ANGLE WELDED TO TEES FOR � OUNTING RAIL V2" SQUARE RODS, WELDED TO FACE OF TEE 1Y" STEEL TEES, SCREWED TO ENDS OF TREADS 4" X 11" WOOD TREADS, MOUNTED TO STEEL TEE STEEL TEE W/ ANGLED VERTICAL LEG WELDED TO STRINGER, AND PLATE FOR MOUNTING TREAD TO HOLD SHORT OF TREAD =DGE BY 2" ON ALL SIDES 4 X 8 CENTER TS STRINGER ! ! � I ti y s t� �i w z = Q 0 i 0 0 40 Lu z STARM7ALS A5.4 J101 I� s F STARM7ALS A5.4 EXT. SPI AL WALL 9vA wnnh TDIAA G ARAGE DOOR JAMB BLOCKING AT BUCKS CLAD TO MATCH WINDOWS FLASHING TO MATCH CLADDING, SLOPED FOR POSITIVE DRAINAGE W/ DRIP EDGE INTERIOR WOOD SILL a NEW 2 X 4 FURRING WALL & INSUL EXIST. CONC. WALL TYP. SILL AT EXIST. CONC. WALL sc4M' 7 =1'-0" ' ARAGE DOOR TRACK 'ER MANUF. SPECIFICATIONS 3ARAGE DOOR RE: WIN SCHED. NSTALL RE: MFG, SPECS. 1X4 WOOD TRIM 2X WOOD TRIM _INE OF SILL BELOW 3/4" X 1" WOOD TRIM LINE OF STEEL ABOVE LOW- EXPANSION FOAM INSUL. @ SHIM SPACE STONE VENEER RETURN Q JAMBS SEALANT & BACKER ROD TYP, CLAD WOOD WINDOW SLOPED FLASHED SILL BELOW LINE OF CONC, HEAD ABOVE SEALANT & BACKER ROD TYP. STONE VENEER RETURN @ JAMBS DRYWALL FINISH AT INT. 2X6 FRAME WALL W/ SPRAY FOAM INSUL. METAL FLASHING W/ DRIP EDGE INSULATED HEADER RE: STRUCT. STEEL CHANNEL FACE ATTACHED TO HEADER BY FLANGE WELDED TO TOP 3/4" X 3y" WOOD BLOCKING WOOD BLOCKING 1Y2" WOOD TRIM 3/4" WOOD TRIM B.O. HEAD E: SCHEDULE Y4" BEYOND FACE OF SIDING HEAD AT GARAGE DOOR sre 3' _ rte• DRYWALL RETURN INTERIOR WOOD SILL BELOW LOW - EXPANSION FOAM INSUL. ® SHIM SPACE TYP. DRYWALL RETURN AT JAMBS TYP. JAMB AT STONE VENEER LOW- EXPANSION FOAM INSUL. ® SHIM SPACE Y4" x Y4" (EXPOSED) WOOD TRIM SEALANT & BACKER ROD TYP. CLAD WOOD WINDOW SLOPED WOOD SILL SEALANT & BACKER ROD TYP. Y4" x Y4" (EXPOSED) WOOD TRIM Cl 7J, n... s� SILL AT GARAGE DOOR A5.6 % = vo )RYWALL RETURN NTERIOR WOOD SILL BELOW -OW-EXPANSION FOAM INSUL. 9 SHIM SPACE TYP. )RYWALL RETURN AT JAMBS 0"1TYP. JAMB AT WOOD SIDING A5.6% sme 3 aNr Y4" x Y" (EXPOSED) SLOPED WOOD HEAD. FLASH AT TOP AND TURN DOWN W/ DRIP EDGE AT FACE. KERF AT BOTTOM SEALANT & BACKER ROD TYP. JAMB TRIM BEYOND x Y" (EXPOSED) SLOPED WOOD SILL. FLASH AT TOP AND TURN DOWN W/ DRIP EDGE AT FACE, KERF AT BOTTOM NE OF TRIM BEYOND INSULATED SECTIONAL GARAGE DOOR W/ APPLIED WOOD SIDING RE: WINDOW SCHEDULE WEATHER STRIP 1/2" EXPANSION JOINT FILL WITH ELASTOMERIC CAULK SANDSET PAVERS NEW HEATED CONC, SLAB SLOPED TO DRAIN NEW DROPPED FRAMING TO ACCOMMODATE NEW GARAGE SLAB- RE: STRUCT. CONCRETE FOUNDATION WALL RE: STRUCTURAL CUT EXIST, WALL AS REQ'D LOW- EXPANSION FOAM INSUL. @ SHIM SPACE TYP. INTERIOR WOOD SILL i1TYP. HEAD SILL AT WOOD SIDING A5.6 % scruE T = Nr W JET Fes- 0 W H z a� w to W L z Lu d a ll a D a D a 1 4 c 0 a Cl 7J, n... s� SILL AT GARAGE DOOR A5.6 % = vo )RYWALL RETURN NTERIOR WOOD SILL BELOW -OW-EXPANSION FOAM INSUL. 9 SHIM SPACE TYP. )RYWALL RETURN AT JAMBS 0"1TYP. JAMB AT WOOD SIDING A5.6% sme 3 aNr Y4" x Y" (EXPOSED) SLOPED WOOD HEAD. FLASH AT TOP AND TURN DOWN W/ DRIP EDGE AT FACE. KERF AT BOTTOM SEALANT & BACKER ROD TYP. JAMB TRIM BEYOND x Y" (EXPOSED) SLOPED WOOD SILL. FLASH AT TOP AND TURN DOWN W/ DRIP EDGE AT FACE, KERF AT BOTTOM NE OF TRIM BEYOND INSULATED SECTIONAL GARAGE DOOR W/ APPLIED WOOD SIDING RE: WINDOW SCHEDULE WEATHER STRIP 1/2" EXPANSION JOINT FILL WITH ELASTOMERIC CAULK SANDSET PAVERS NEW HEATED CONC, SLAB SLOPED TO DRAIN NEW DROPPED FRAMING TO ACCOMMODATE NEW GARAGE SLAB- RE: STRUCT. CONCRETE FOUNDATION WALL RE: STRUCTURAL CUT EXIST, WALL AS REQ'D LOW- EXPANSION FOAM INSUL. @ SHIM SPACE TYP. INTERIOR WOOD SILL i1TYP. HEAD SILL AT WOOD SIDING A5.6 % scruE T = Nr W JET Fes- 0 W H z a� w to W L z Lu WINDOW Ats a5.s ll 1 WINDOW Ats a5.s OUTSIDE FACE OF FOUND. /STUD WALL SCREEN TRACK- PROVIDE BLOCKING AT WALL AS REQ'D BY LIFT -SLIDE MFG. THICKENED WALL (TO CEILING) TO ACCOMMODATE THICKNESS OF TRACK- RE: SHOP DRAWINGS LIFT SLIDE DOOR JAMB TRACK W/ Y2" SHIM SPACE. EXTERIOR INTERIOR RE: SHOP DWGS. STONE FINISH AT INT. AND EXT. TO EXTEND TO FRAMING AT WINDOW AND DOOR FRAMES I BLOWN -IN INSUL. TYP. AT EXT. / WALLS FRAMING FOR I// WINDOW SET AT STONE VENEER. CAULK FRAME AT STONE VENEER STEEL POST / STONE VENEER SET IN MORTAR OVER BUILDING WRAP (AT EXT. ONLY) OVER SHEATHING ON WOOD FRAME WALL xxx,x vv JAMB AT STONE PIER/LIFT SLIDE DOORS sr,- r = r-W I FRAME I OUTSIDE FACE WALL I I FRAME /FOUND. THICKENED WALL (TO CEILING) TO WALL ACCOMMODATE THICKNESS OF I rn A nil nr. C`I inn nn A kAIIAI!' C- HEAD/ SILL AT LIVING LIFT SLIDE DOORS - 3- =1W C. 0 -ED FROM AND ! ! � I ti ,err ! s 0 0Lu WIC METALS A5.7 V;Izgu 100 WIC METALS A5.7 0 Approved by the Design Review Board Tm AtAt nu uA l l By Joe Batcheller at 2.41 um_ Jan 16. 2014 4 4 1 , 11 v 1 r 23' -7%" DIRECT SET WINDOWS W/ 1" WOOD OR ALUM. REINF. TO BE SUPPLIED BY WINDOW MFG, Is ------- 20' -9" V.I.F. 1 1 1 u ' - " 1n ' -" 1I -11y1 5 >u 1' " 1-11Y" 11' Ml 19I11 A9NO4 :0 NEW INSULATED SECTIONAL OVERHEAD GARAGE DOOR WITH APPLIED WOOD ninl \In rn Il�rn11 r�.Inr1 \in nr�I�i rn 1:01 11' -OY" w Q w I 00 0 �Z NEW DIRECT SET AND CASEMENT WINDOWS IN NEW OPENING EXIST. DOOR FROM GARAGE TO REPLACE EXIST. WINDOW OPENING EXISTING SECTIONAL OVERHEAD GARAGE nnnn Tn nrll AlAI II AT1I1 Illnnn rl—k in EXISTING CORNER WINDOW TO REMAIN- SEE 12 FOR OTHER LEG 2' -5" V.I.F. L�"[, 3' -4" V.I.F. lll� 4' -7Y" EXISTING SLOT WINDOW IN CONC. WALL TO REMAIN, REMOVE EXISTING WOOD SLATS AT EXTERIOR OF WINDOW _ w > >W O CJ I M � L a� Q _ SO 5' -5" V.I.F. L,].,,2'-O" V.I.F. NEW SLOT WINDOW IN CONC. WALL TO MATCH ADJACENT rVIC`T Illlllnnlll > O I rn � I EXIST. FIXED AND CASEMENT WINDOWS TO REMAIN. ALTERNATE: REPLACE ALL TO MATCH EXISTING EXISTING CORNER WINDOW TO REMAIN. SEE 11 FOR OTHER LEG GI F' /l, � l'-6" �Y2` 4' �VWNDOW SCHEDULE � W-1 j mpo &V a r-W W JET W H z 0 a� W 0 W W 0 LL / AMP 0 A- 00 0Lu WVINOaWV 4=�.E A701 21' -0" V.I.F, 3" 5' -O %" 3„ 5' -0 %" 3" 5' -0 %" 5' -0/„ -4100 0 1 FIN. FL. E CD 1 00 FIN. FL. ELEV. 0 I 0 I rn FIN. FL. ELEV. O 6' -6" 4" 6' -6" 5-0" 2' -8" 5' -0" -6" � 31 2' -6„ Ld 0 0 I LO 0 I 4' -0" 4' -0" 0 I 0 I O 4' -6" 1 39 I N OTE: ALL WINDOWS TO BE METAL_ CLAD WOOD, JELD —WEN CUSTOM LINE OR ARCHITECT APPROVED EQUIVALENT. LIFT SLIDE DOORS TO BE METAL CLAD WEILAND OR ARCHITECT APPROVED EQUIVALENT. GARAGE DOORS TO BE INSULATED SECTIONAL WITH APPLIED WOOD SIDING. LOW— CLEARANCE TRACKS AND OPERATORS AT GARAGE DOORS. FIELD VERIFY MEASUREMENTS FOR ALL WINDOWS z O I i� 0 I e I N 7' -4„ LO I I 0 I 0 I i� 0 I IV 5' -10" O 5' -0" 2)/2„ tlt 5-10" 8' -3" 0 I N 3' 4" 3" 5-0" L., Ld 5' -0" e I N 7' -4„ LO I I 0 I 0 I i� 0 I IV 5' -10" O 5' -0" 2)/2„ tlt 5-10" 8' -3" 0 I N 3' -0" 3" 6' 4" 4' -6" � 26 > LV e I N 7' -4„ LO I I 0 I 0 I i� 0 I IV 5' -10" O 5' -0" 2)/2„ tlt 5-10" 8' -3" 0 I N 3' -0" 3" 6' 4" 4' -6" > 12 12 I I N 42 O 5'-6" I I I N 0 N Approved by the Design Review Board TOWN OF VA + C By Joe Batcheller at 2:42 pm, Jan 16, 2014 6' -0" 4' -g„ I 0 I Ln I 0 I i� I 2' -0„ 0 3" 3" 2' -6" 4' -9" 36 i1VYINDOW SCHEDULE ! • _ ! � I ti rr ! �> AMP 0 0Lu z ��► �t . ►. -. #:: Ali > 4' -g„ I 0 I Ln I 0 I i� I 2' -0„ 0 3" 3" 2' -6" 4' -9" 36 i1VYINDOW SCHEDULE ! • _ ! � I ti rr ! �> AMP 0 0Lu z ��► �t . ►. -. #:: Ali -- 40