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Home My WebLink AboutDRB130524 Plans MATERIAL SYMBOLS: DRAWING INDEX: �I I I � I I I� I I I EARTH � PLYWOOD O O PERVIOUS FILL � FINISH WOOD 'i"��i%�i%/'i � ARC H ITECTU RAL: ��i�''i!' � STONE MASONRY WOOD-ROUGH OSTRUCTURAL CONCRETE � BLOCKING AO.O COVER SHEET x CONCRETE MASONRY UNIT � GYPSUM BOARD A1 .7 EXIST. SITE PLAN � � N � � RIGID INSULATIONA 1 .2 N E W S I T E P L A N � � o � � � o � � � B A T T I N S U L A T I O N A2.1 EXIST. MAIN LEVEL PLAN . � � STEEL/METAL AS NOTED == FOAMUINSU ANONPRAY AZ.Z EXIST. UPPER LEVEL PLAN � O O o ,.� � 'J U � CARPET A2.3 EXIST. ROOF PLAN � � A4.00 ��1�� A2.4 NEW MAIN LEVEL PLAN U � � A4.00 A2.5 NEW UPPER LEVEL PLAN W � BUILDING SECTION REFERENCE � � ELEVATION REFERENCE A2.6 N EW ROO F P LAN � � A4.00 � � A3.1 EXIST. ELEVATIONS = � DETAIL REFERENCE A4.00 A3.2 NEW ELEVATIONS NORTH SOUTH DETAIL REFERENCE A3.3 NEW ELEVATIONS EAST WEST U MAIN � '°°'-°" A4.1 EXIST. BUILDING SECTIONS 1 � HEIGHT REFERENCE A4.00 A4.Z NEW BUILDING SECTIONS -` � - SECTION REFERENCE � � Q ROOM NAME W REVISION REFERENCE 0 � 1 ROOM NAME/NUMBER W z 4 A8.1 2 W11 � � 3 WALL TYPE REFERENCE � INTERIOR ELEVATION REFERENCE PROJECT INFORMATION SQUARE FOOTAGE CALCULATIONS � o 11 33 � ,.�t STN f CPT W I N D O W T A G D O O R T A G w MATERIALBREAK � • TWO FAMILY PRIMARY/SECONDARY ZONING (CURRENTLY ONLY SINGLE EXISTING MAIN LIVING: 3010 SF EGRESS FAMILY) EXISTING UPPER LIVING: 1471 SF ABBREVIATIONS: • .83 ACRES = 36,154 SF. EXISTING GARAGE/MECH : 827 SF Oo • ALLOWABLE GRFA = 8 819 SF Q ABV ABOVE LAV LAVATORY � � AFF ABOVE FINISHED FLOOR LH LEFT HAND . EXISTING GRFA = 4528 SF (FROM ASSESSOR'S WEBSITE) TOTAL EXISTING LIVING : 4481 SF p AP ACCESS PANEL L LENGTH A� ACOUSTICAL �T� LINTEL • SETBACKS: 20' FRONT, 15' REAR, 15' SIDES ADD ADDENDUM LVR LOUVER � ADJ ADJACENT MH MANHOLE • GROUND LEVEL DECK MAY NOT PROJECT MORE THAN THE LESSER OF 10' OR PROPOSED MAIN LIVING : 2886 SF `�' v ALT ALTERNATE MFR MANUFACTURE (ER) � C7 � � ALUM ALUMINUM MO MASONRY OPENING PROPOSED UPPER LIVING: 2385 SF Z — 1/2 THE REQUIRED SETBACK � J a ARCH ARCHITECT (URAL) MTL MATERIAL B A S M T B A S E M E N T MAX MAXIMUM • A B O V E G R O U N D D E C K M A Y N O T P R O J E C T M O R E T H A N T H E L E S S E R O F 5' O R P R O P O S E D G A R A G E: 9 7 7 S F � > BVL BEVEED MCCH MEDICANECCABINET AREA OF VAULTED O � Z BIT BITUMINUOUS MMB MEMBRANE 1/2 THE REQUIRED SETBACK ' ' d' O BLK BLOCK MTL METAL • MAX ARCH. PROJECTION INTO SETBACK: 4 SPACES OVER 16 HIGH : 258 SF = � � BLKG BLOCKING MET METER (S) V BOT BOTTOM MIN MINIMUM • S ITE COV E RAG E: ZO� O O � BLDG BUILDING o T O T A L G R F A: 6 5 0 6 S F m ° CPT CARPET (ED) MISC MIRRORANEOUS • M I N. L A N D S C A P E D A R E A: 6 0�0 = 2 1,6 9 2 S F � � G A RAG E D E D U CT: 600 S F � � C S M T A M MULL MULLION . MAX. AREA OF DISTURBANCE = 60% = 21,692 SF � CLG CEILING NAT NATURAL � CT CERAMIC TILE NR NOISE REDUCTION o TOTAL EFFECTIVE GRFA: 5906 SF CLR CLEAR NoM NOMINAL • MAX DRIVEWAY AND SURFACE PARKING = 10% = 3,615 SF (GRADE IS O � COL COLUMN NIC NOT IN CONTRACT �oN� CONCRETE NTS NOT TO SCALE GREATER THAN 30% ON AVERAGE) � o coNST CONSTRUCTIONONRY UNIT oPC OPENING . MAX BUILDING HEIGHT: 30' FLAT 33' SLOPED ALLOWABLE GRFA: 8819 SF � OPP OPPOSITE CONT CONTINUOUS OPH OPPOSITE HAND � � CJT CONTROL JOINT OH OVERHEAD CPR COPPER PR PAIR � CUST CUSTOM PK PARKING �I 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 I . . ELEC ELECTRIC (AL PL PROPERTY LINE SCHEMATIC DESIGN 10-14-13 EL ELEVATION (S) REF REFERENCE ELEV ELEVATOR REFR REFRIGERATOR DRB CONCEPTUAL 10-28-13 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 P ROJ E CT S U M MARY: P ROJ E CT D I RE CTO RY: GYP BD GYPSUM BOARD TV TELEVISION HB HOSE BIB SHEET SCALE.• HDW HARDWARE THR THRESHOLD T&G TONGUE AND GROOVE DRAWNBY.� PK HDR HEADER TB TOWEL BAR co°E: ARCHITECT GENERAL CONTRACTOR STRUCTURAL ENGINEER SURVEYOR HTG HEATING TR TRANSOM INTERNATIONAL RESIDENTIAL CODE 2012 PROJECT:BUFFEHRRENOVATION HVAC HEATING/VENTILATING/AC T TREAD COPYRIGHT2013 HT HEIGHT TYP TYPICAL CONSTRUCTION TYPE: KRUEGER ARCHITECTURE HOLM CONSTRUCTION, INC. BOYLE ENGINEERING ARCHIBEQUE LAND CONSULTING O KRUEGERARCHITECTURE&DESIGN HOR HORIZONTAL UNO UNLESS NOTED OTHERWISE TYPE V-N PO BOX 8332 PO BOX 5356 1650 FALLRIDGE ROAD 105 CAPITOL STREET, SUITE 5 HWH HOT WATER HEATER �g VAPOR BARRIER AVON CO 81620 VAIL CO 81658 VAIL CO 81657 PO BOX 3893 COVER SHEET INCL INCLUDE (D), (ING) VIF VERIFY IN FIELD OCCUPANCY CLASSIFICATION: ID INSIDE DIAMETER VERT VERTICAL GROUP R-3 (SINGLE FAMILY DWELLING) 970-390-0968 970-390-1315 970-476-2170 EAGLE, CO 81631 IBC INSTALLED BY CONTRACTOR WC WATER CLOSET GROUP U (PRIVATE GARAGES) PAVAN@KRUEGERARCHITECTURE.COM HOLMINVAIL@GMAIL.COM BOYLEENG@QWESTOFFICE.NET 970.328.6020 IBO INSTALLED BY OWNER WP WATER PROOFING INS INSULATE (D), (ION) WWF WELDED WIRE FABRIC RATED CONSTRUCTION: CONTACT: PAVAN KRUEGER CONTACT: CLAES HOLM CONTACT: TIM BOYLE 970.328.6021 FAX INT INTERIOR W WIDTH, WIDE 1-HR AT GARAGE/RESIDENCE KIT KITCHEN WIN WINDOW 1-HR AT MECHANICAL/RESIDENCE � LAM LAMINATE (D) WO WITHOUT WD WOOD � BENCHMARK: FOUND SURVEY MONUMENT SEWER MANHOLE No. 4 REBAR STON RIM = 8453. 90' REHABILITATED WITH 2" ALUMINUM SIGN CAP STAMPED LS 37902 APPARENT ENCROACHMENT N10°47'12"W 2. 81 ' FROM CORNER AGREEMENT RECEPTION \ No. 47391 w � N � � � � � o � � �+ O �? 54. 4' � ° � � � � O M U W V / � 0 O O .�. G� � � WATER � � � � O ° � VALVE (TYP. ) � (,� °' � / � 1 .� � �� ..I„� � 5 4. 8 � \ ` �e� � � 55. 0 � ��j� ELECTRIC � � � _ � `�S`� � - � MANHOLE _ �' � � U ��' �� / STONE COMMUNICATIONS P � MANHOLE � TR ACT A , � � S,�N �o ,��, . � 9 , Q Q / 58. 9 C . �, 8 � � O B U � � E H R C � � R EEK R OAD � c� �; � � , � ,��, �� 8„ , 59.8 X59. 3' ' ° p �J,J C, �o � AIR RELEASE � O R I h t O f ASPHALT �� g Wa � 2. , VALVE � � C' D R I VE 5� 8 p � S 5 9. 7' � �1.� z � � ,� �� X � � � � � , „ � 58. 0 „ 6 �� _ „ 2_ » � � w , � , � 2 �8 � � � � 0 � , � 6 ,� � oOD� „ � 60. 2 F ASPH ALT � LT � � � , 6 � , � � D R I VE � � � _ E��E �F ASP� Dc 3. 6 g�� / �bO�GO � 4„ � � � � � � � � 5 9. 7' P� , � '� , .6, � � 9. 3 p � � �`L. .�,, , \ � „ GU AR� R AI L R = 13 5 . 0 0 � �,� '� „ / � 4� '� , � FOUND SURVEY MONUMENT GG �,� 8» �� , � L= 215 . OO � 1 . 5" ALUMINUM CAP ON � P �,� �� 6 „ ° ' " FOUND SURVEY MONUMENT ' ' W O No. 5 REBAR STAMPED LS 26598 9. 1 ' O P� 6 , , 0 � 91 14 54 „ ° �r0 `"' t� , '�j � � � \ CONCRETE 1 . 5 ALUMINUM CAP ON rp�J � t� � 61 . 4 � � ��' 6' �'�� WALL T= 137 . g7 No. 5 REBAR LS 5933 � � Z - , O � SEWER >> � � o o , „ PS � a ROCK � � � ��, CL.EAN OUT • 2 �� CH = S6 4 36 03 E � � � '�j 6 S '� '� � 0 z WALL '� \ � / >> �v � 0 � ��` 6 0. 2' �F �0 4 �� 19 2 . 9 9 = � - / , � / �� 0� � 0� � v � � � � � z9�8 �' /-�s� y� o , �s, � �, �o ��, o > / / �Ji 1 . 0 CAN TI LEVER �9 H OT � � O 0 / � / ' � � y� �< < TUB �� m m � 62. 9 �6> , ��' ' , ` / DE � � � � � SEWER MANHOLE ` � � �� '061 . 2' � 0. 3 FF 60. 2 �� , � � � � � � 5 U TILI TY EAS � O O w 63. 4' '� �'C> � `� �` �\ � - - _ EMENT - - - � � / `�`�� 1,�'� ��' - - - - - - - - - - � o , �� o� � S � � � �Q o 4 �'' I N � � z � � 6„ ,�� ,, O �� o � 4" 0 / ,� .� � . , � �JJ "� \ �� • '/� • v � � 1/�� / )) � � � �!/ 6 7' 4" / ISSUED FOR: DATE: � � � `� / SCHEMATIC DESIGN 10-14-13 >> n � » �� 4 ` �, , J, �V A\P� 6 / DRB CONCEPTUAL 10-28-13 � ` "J X � V" � O�\ ' � � ��°� 6 0. 2 `S� / \ / ��\ \ � o� 4„ VC / �\ \ DRAIN / , -�< � � O�G �Q ��D� / � � �� G � �Dc � / � � � 60. 3 0 RE � � � � X W L � � \ � � � . i �� TREELINE � / P�' � ��j � Q O � � / �1,� O t 1 � ,� ROCK / �O� OUTCROP B O C 4 / \� O � � � A c r e s /��\ SHEET SCALE.• 1"= 10'-0" � Gj� DRAWN BY.� PK � �P PROJECT:BUFFEHR RENOVATION /\�� O COPYRIGHT 2013 L O T �\ \ / �\� KRUEGER ARCHITECTURE&DESIGN � � 14 � 5 �� EXISTING SITE PLAN � �� TR ACT A � EXISTING SITE PLAN . A1.1 SCALE: 'I" = 10'-0" / v � � �OUND SURVEY MONUMENT �� No. 4 REBAR i� REHABI �ITATED WITH 2" A�UMINUM �� CAP STAMPED �S 37902 � N10°47' 12"W 2. 81 ' �ROM CORNER � ` � �� / � W � � � o � � o / WV / / � o � ° � � � � � � U o � � � U / / � � o � :� � / � ` / � � � � I �ATE CURB CUT AND REGRADE WITH � a / � �NEW BOULDER RETAINING WALL AS REQ'D ` � � / // BY VAIL PUBLIC WORKS � - � i � � x , � � � _ _ � � � -� _ � // // � � ELECTRIC R, C� \ �� O MANHOLE _ � / �� \�I � TR A C T A � � � / CREATE HAMMERHEAD TURNAROUND W/ � � // �/ + 59. 5� BOULDER RETAINING � O `�P j � 'j� / ( �, M�ANHONECATIONS B � � � E H R C � , �� ,� , - REE � ROAD Q �� o��'�//� �� , 5 7.8 9 0 � �, � __�� L + 5 7 ELIMINATE CURB CUT @ BUFFEHR CREEK � 0 R _ f _ O / � � ROAD, PER VAIL PUBLIC WORKS REQ'T. ' ` � � O I W a v � ASPHALT � 9 � J / � � � DRIVE �' ' c� � � �- 6 O� � � / s \ + 58� � � V �� / / � � �� .� � � � / / w Z � � "� TOP 0 ATIO �� " � � � � � � �� 9 9 5 , 6�� / — g \ � / / � � � � l � 99 g � / / / W � � 99 � \ � � `-' \ / � � 0 �� _ 6 O � � � � � W p�� - EXERGISE � / Q �jJ � oos � �� _�� U� " � / � \ ASPHALT . 4 � � � � � / � � DRIVE �/I � � � / � �� . 60'OOF FIN. � � � — �� // EXISTIN(((�� GUARDRAIL R - 13 5 � O O 0 P�� / MECHA ICA \ - y� Q ❑08 � 99 � j �OUND SUR�EY MONUMENT �� " ELEV. XERCISE ❑O4 EN❑T❑RY \ � /�� = 215 � � 0 � 1 . 5" A�U M I N U M CAP ON � J�� 99 6 °°9 °°T� SA 6A �oATS � . \ / �� o � 99 ' � O � � °°Z 1099 -� \ / � 0= 91 14 54 �OUND SURVEY MONUMENT o �� _ � —8460 �— _ 6 W No. 5 REBAR STAMPED �S 26598 GG�,`� � / . P°o OER W'NE � ,� ,� 1 � 5 A�UMINUM CAP ON ��J c,� O O P � H❑'4L�L , ❑03 ' � /� �� T= 1 � � � g � No� 5 REBAR �S 5933 � � � C� v � � \\ � /, / o P,�=J Z � /. /�` GARAGE � � \ // / / /�� / � � �J I � �/ 9 0 � 99 � / � � � � O15 / \ \\ 51TTING LIVING � \ / \ -\ �/ // // / // � � ' / � � ❑1 1 PATI❑ � \ �� TOP OF PATIO �/\ � \/ / � � — 1 � 2 � g � � — O � Z � , � �� ° 60-0 � � V � �� / � --- — — � � 0 � � � � MLJD/LALJNDRY � � � � � � � � \ � I � ❑1 6 � / / / � � � � � �� —--, � 6 1 � � `� � � N EXTERIOR F P�EPLAC,�W� STO�� Q � � � � / LIVING VE EER SURR�ND Af� LOW ONE WA�,L/ � / / � J / � ' o,z / O Q � NooK � �/V� BUILT IN�BENC SEATI AT HE,�'(H � � � / m / �/ � a,e o � � � � m � o HEIGHT � � � � �� , / � � 1 PANTRY �o � �NEW C C. 0 �LAGS�ONE P 10 WITH /� � � � � � �/ �� STON �ENE� FACF�AT R AINING W L'L � / /� � � � � � � `� � � /� TOP OF PATIO \ � / � / �� / � � � — — — —' � O O W � � �. � / � 60'-0" � ��EXIST. C�NC. W 'LL, HO� TUB V�OOD � � � � J � � � M / � 4 /� KITCHEN o � DINING �� SITE V�/�LLS T�BE E �11NAT � /� /� � /� / W 0 / — _ Oo \ /� oie O � PATI❑ „ ��DING �KIVELOP / � /� /� � // / � � � � � �� GARAGE `'� � CUT WALL PARTIALLY AND �� °23 \ 4�� / /� /� � �/ / / �/ � � / Z ADD NEW BOULDER RETAINING � � � � / / / / � � � � Q LOWER ASPHALT AT �� 6 � � � �' I � �j /� Q�,�� /� � � �� -J NEW GARAGE ' �� 6'� � ZZ o / y � /v �/ � �/ / �� // / / � � NEW TRENCH DRAIN �// � � " / � � � / � � � � / o / AT NEW GARAGE � \ D020G � � � � // / � � / � / / � „ \ , / " � � � / � � � � � / � / ISSUED FOR: DATE: ` 4- \ ❑FFICE � � / 6 � � // / � � � // � /� /� / SCHEMATICDESIGN 10-14-13 oz, / NEW FOUNDATION & NEW ' o � / �/ �/ �/ � // �/ �/ / � �/ � � �/ � DRBCONCEPTUAL 10-28-13 WALL AT NEW GARAGE SPACE \� � �\ \ � / / � � � � / � � �/ �/ �� / � / � � \ \ � � � � �� / / / ,� �� i i / � �� ,� i �� , � 1 \ � � �� i i �� , / , � � � � � i � i i � � � � � � � � � � � I � i � �� i �� i � i �� i i i �� i i �� I o\ � � � � i � � � 2,�` i i i i i �i �i � / � I � � � � \ �� EXI� CON�W�/YO RE�i� // // /� // // // // // / / � / � ' '� ` J � /� IST./EONC./WALL T REMA�I '.� � / / / � / / / // / /L�� / � \ / � ��EX�P ND A�REQ'D R NE�'HOT � // �/ �/ �/ �/ // �/ / C�J / / / T�dB, S�IR &� AGE ADDITION � / � � � � � � � / 'J � \ /� � � / � / / � � � � � � � � � � � � � � � / � / � � � � � / / / / f�OC�OU TCROP� / � / / / � �l.�O // / \ / � /� / / / // ,� // �Dc� / / � � / /� / / /� / / � � ,i i / / / // � / / i � i Ot 1 / i / � / � / / / i , i i � , �, �� B oc 4 � , �� , � � �� i �� i �� ' r ' ' � � ' ' � � O � g � Acres � � � / / � � � / // / // �/ / � SHEET SCALE.• 1"= 10'-0" i i f / � / / i/� / / ' / � // � /� � /� /� / DRAWN BY.� PK �� //�//// �/� � /� � // � � / / PROJECT:BUFFEHR RENOVATION � OT 2 � � � � � � , � � 14 � 5 0 / / / / / � / / / / � T R A C T A COPYRIGHT 2013 KRUEGER ARCHITECTURE&DESIGN � �/ � �� // / � / � NEW SITE PLAN / � � / /� / / � . / / ,� � � � , � . � NEW SITE PLAN . 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I O � Z I 60'-0" � � TOP OF PLY. / I = � O A3.1 I • I I 59�-�0 ��2�� I I C� � , - ° � O > ILIVING UTILITY WINE O J 0 I m � � �o � � - - - - - '� - ,4-1�1 T+�� - - - - - - - - - - _ . a _ . a _ . I. _. � � . -I - - - - - - - - - - - - -. . - - - -v � -�7 - - -Q � � - I_ BATH 1 I O O W I m J �' I SQUARE FOOTAGE CALCULATIONS Q \ I � I ' � � EXISTING MAIN LIVING: 301 O SF a I I � EXISTING UPPER LIVING: 1 471 SF � II I I I � EXISTING GARAGE/MECH: 82'7 SF I O CLO. 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TOP OF PLY.,� 69'-6" � �EXISTING INTEGRAL 69'-6" COLORED EXPOSED TOP OF WALL � CONCRETE WITH INSET 68'-33/4" DETAIL TOP OF WALL 66'-6" / � � / \ EXISTING GARAGE DOOR / � � � WITH WOOD SIDING TO EXISTING INTEGRAL— � � i I I I - -- MATCH COLOR EXPOSED - CONCRETE SITE & I \ -I \ / � � � I I %4"= 1'-O" � BUILDING WALLS W� � � � � EXISTING CONCRETE INSET DETAIL - I PATIO AND CONC. SHEET SCALE.' I �� siTE wa�� DRAWNBY: PK J�TOP OF LTWT.CONC. I � I I ' TOP OF LTWT CONC.� PROJECT:BUFFEHR RENOVATION so�-o° � � � I II II II so,-o�� J�TOP OF PLY. � � I � I I I I I TOP OF PLY.,� (� COPYRIGHT 2013 59'-10 1/2�� I I I I I I I I I I I 59'-10 1/2�� v KRUEGER ARCHITECTURE&DESIGN I � I � � I I II I II I I I I I I III I I � �� II I� II I II II II � I I I I I I I I I � I I I I I I _��_ I L ' EXISTING L � ] � I 1 1 � � I � � � � � I I I I � L �� I � � E L E V A T I O N S � � � � � � � � � � � � � � T I I I I I I I I 2 EXISTING EAST ELEVATION � EXISTING WEST ELE ATION � A3.1 sca�E: 3/16" = 1'-0" A3.1 sca�E: 3/16" = 1'-0" E D C B A NEW STONE CHIMNEY W/ STONE CAP / AND TUBE STEEL SUPPORTS NEW PAINTED STANDING SEAM METAL I I I I I ROOFING � � EXIST. ELEV. SHAFT TO REMAIN- w `N N � � � VERIFY ADEQUATE HEAD HEIGHT AT � � � o _, - NEW ROOF � � � ° '� � O M U — - - — - - - - � —� - - — � � o � � �= NEW WINDOWS TYP. UNLESS NOTED � � � AS EXIST. TO REMAIN �, _ U � ' � � BEDROOM ADDITIONS OVER EXISTING w .� I � CONCRETE ROOF DECK. AT EXIST. � a' I I CONC. PARAPET WALLS, NEW WOOD FRAME WALLS TO BE BUILT ON CONC. � � — WALLS � � _ � _ ,- U , � - - , -- - OC � � � � NEW STEEL BEAM HEADER AT � � � � � i � � � � � GARAGE, EXPOSED AT EXT. TOP OF FINISH ,� � NEW SLOT WINDOW IN , 69'-81/4° EXIST. CONC. WALL� / TOP OF PLY. � � _ , � � � 69'-6" � � - w z � I I � � w �NEW GARAGE DOOR W/ WOOD SIDING � 0 ,� TO MATCH EXISTING � � DROP GRADE TO ALLOW FOR NEW I I I I GARAGE DOOR/DRIVEWAY. COORDINATE WITH GRADE AT ROAD � I TOP OF LTWT CONC. Q � 60'-0" 0 ��. TOP OF PLY. Q 59'-10 1/2" �I � WMO 2 NEW NORTH ELEVATION � � � A32 sca�E: 1/4 = 1'-0" � Z J _ Q J > O � Z � O = 1 - C� � A B C D E O O � m � � � � H � I I I I I NEW CHIMNEY W/ STONE VENEER O Q �j,J � J ('� 0 � � NEW PAINTED STANDING SEAM METAL � ROOFING Z ROOF CUT BACK FOR ROOF I I I � I — DECK/EGRESS FROM BED 1 �I ,� — � I� � I I ISSUED FOR: DATE: ,, SCHEMATIC DESIGN 10-14-13 � '�� DRB CONCEPTUAL 10-28-13 — NEW WINDOW AND DOOR TO ROOF DECK i � - � NEW PAINTED OR DARK PATINAED � i METAL SIDING IN 12" HORIZ. BANDS NEW WOOD DECKING OVER EXIST. _ I � _ I I _ STONE BALLAST AT FLAT ROOF � I NEW WINDOWS W/ NEW STEEL RAILING � � I / � I I � NEW DECK W/ STEEL RAILING � - I - WOOD AND STEEL STAIR DOWN _ II � � II _ FROM ROOF DECK TOP OF FIN. — 69'-8 1/4" NEW WINDOW AT OFFICE ' � i � � / / � o000 NEW HOT TUB RECESSED INTO— %a"= 1'-0" EXISTING CRAWLSPACE � � � TOP OF FIN. SHEET SCALE.� � 60'-0 3/4" DRAWN BY: PK -EXISTING INDOWS TO REMAIN PROJECT:BUFFEHR RENOVATION I I I I O COPYRIGHT 2013 KRUEGER ARCHITECTURE&DESIGN NEW ELEVATIONS � NEW SOUTH ELEVATION A3.2 sca�E: 1/4" = 1'-0" ■ MOVE 4Y" �� 05 4 3 _ 1 � NEW STONE VENEER CHIMNEY W/ STONE CAP SUPPORTED BY STEEL I I I I I POSTS � NEW PAINTED METAL SIDING IN 12" HIGH HORIZONTAL PANELS � N o co � N � � / � � c� o � r O V I I I � � � O � — � � � cr? V l. � � � � � I �' o °` -� � � NEW PAINTED STANDING SEAM � s� ✓ METAL ROOFING � � NEW DECK OFF MASTIER BEDROOM I —_— W � J � NEW LIFT SLIDE DOORS T LIVING W/ � _ � � TRAPEZOIDAL WIN OWS ABOVE � � � � � � / \ EXISTING WINDOWS T REMAIN AT � I � �� NEW WOOD SIDING TO MATCH � �" LOWER LEVEL UNLESS NOTED � / � / EXISTING OTHERWISE V � � U � �--��'r \ / - _ � � � \ �� - � \ / � TOP OF FINISH ,� � � 69'-8 1/4" � / � ' � � � � TOP OF PLY. � � \ – 69'-6,. � _ �NEW DOUBLE SLIDER IN PLACE � Z � OF GARAGE DOOR (� I I I I � (!� �EXIST. CONC. WALLS TO nI W — — � REMAIN TYP. TO BE DYED �� 0 � GRAY. � � I II TOP OF LTWT CONC. � 60'-0" O I I I I I I I I I I I � TOP OF PLY. � II I I I I I I I I I I I I I I 59'-10 1/2" 0 I I II II II II II I I I � I I I III I I III I I I I I I I I I � II II II II J � � � � T � I I I � � Z J � � � I � —I I ll �I � - - — � I- - � L - - - � � � � M V � � � Z _ � J a 2 NEW EAST ELEVATION 0 - > � A3.3 sca�E: 1/4" = 1'-0" � O _ �1 — 10 3 4 5 � V - - O � � � �TOP OF CHIMNEY m m 91'-111/4" 3 — � r � II I � � O � W -- _ M J C� ,- - W � TOP OF RIDGE �� NEW STONE CHIMNEY W/ STO E CAP � � � AND TUBE STEEL SUPPORTS 87'-1 3/4" - I � I Z NEW PAINTED STANDING SEAM O �� METAL ROOF J � � � 12 � \ � � 4 STEEL OR TIMBER SHOULDER EAMS � - - - - - - - - - - - - - � � � TYP. ISSUEDFOR: DATE: � � � SCHEMATIC DESIGN 10-14-13 � \ DRB CONCEPTUAL 10-28-13 NEW STEEL RAILING AT EXIST. FLAT �DASHED LINE DENOTES OUTLI E OF ROOF FOR ROOF DECK. NEW STEEL ; EXISTING WEST ELEVATION STAIR DOWN TO PATIO � � /� DASHED LINE DENOTES OUTLINE OF � � � EXISTING WEST ELEVATION / � 12 � = � 4 NEW STEEL RAILING IN PLACE � � / NEW PAINTED METAL SIDING IN 12" OF EXISTING WOOD PARAPET I � �� ,� HIGH HORIZONTAL PANELS TOP OF WALL I � � � � 72'-6" ' \ - - - - - - - - - - - - - - - - - TOPOFFINISH – _ � 69'-8 1/4" NEW STEEL HEADER ABOVE� � � GARAGE DOOR �� / TOP OF PLY. TOP OF WALL \� I I I i�� 69'-6" 68'-3 3/4" I - � \\ I � I � I NEW 8' HIGH GARAGE DOOR— �% I W/ WOOD SIDING TO MATCH I� I NEW HOT TUB PARTIALLY RECESSED EXIST. � INTO EXIST. CRAWLSPACE _ � %a'"= 1'-0„ _ — — — — — — — — SHEET SCALE.• _; - - - � � , - - - - - _ _ _ _ _ _ _ _ _ _ TOPOFLTWTCONC. � , - - - - - - DRAWNBY: PK I � � I�I I I � 60'-0„ TOP OF PLY. � PROJECT:BUFFEHR RENOVATION II II I I � I I I II 59'-10 1/2" COPYRIGHT 2013 C KRUEGER ARCHITECTURE&DESIGN II I II II I I 0 II I II II I � I I I � II II �II� NEW I � � � � � � � � � � � � � � � ELEVATIONS � _ II � � � — - - - - - - - -- - -- - - - � � � � � � _ I- _ . _ _ _ � NEW WEST ELEVATION . A3.3 sca�E� 1/4" = 1'-0" w � � � o � � r O V DC � O � � O M U � � O � � G� � 'J U � cc3 U � � w � � � �' � _ � _ � U OC Q �C w C� wz � � � oc w � ° � 0 0 � 0 WMO 5 4 3 3 20 1 � (' U � Z J J ; O � Z I I I I I I i � � V � � � EXIST. SLOPED ROOF TO BE O J � REMOVED AND REPLACED BY m m I I I I NEW SLOPED ROOF � � � � � � % O � W I "� � c.� m � � i i i � i Z ; O � J EXIST. FLAT MEMBRANE ROOF EXIST. CONC. ROOF DECK OVER W/ ROCK BALLAST TO BE I I I I I I / GARAGE SPACE W/ WOOD & REPLACED BY SLOPED ROOF � CONC. PARAPET WALLS ISSUEDFOR: DATE: � SCHEMATIC DESIGN 10-14-13 EXIST. FOUNDATION AND CONC. DRBCONCEPTUAL 10-28-13 �`�'a WALLS TO REMAIN TYP. EXCEPT AT NEW GARAGE WALL AND TOP OF PLY. � � RELOCATED INTERIOR COLUMNS _ 69'-6" EXIST. WINDOWS & DOORS TO REMAIN � I I UNLESS NOTED OTHERWISE \ EXIST. FLOORS OVER CRAWLSPACE TO \ \ REMAIN � \ I I � I I �. � TOP OF LTWT.CONC. � � 60'-0" _ . ' Y Y Y Y Y Y Y Y ) Y Y Y Y Y Y . . . . . .... . . ... ..:..... .. � TOP OF PLY. — - � � � �V� � � /Y��!,i� iY� ��yY��/Y� � � � � � � � � � � � ' 59'-10 1/2" I i %a'"= 1'-0„ SHEET SCALE.• I I I I I I DRAWN BY: PK PROJECT:BUFFEHR RENOVATION O COPYRIGHT 2013 KRUEGER ARCHITECTURE&DESIGN EXISTING � EXIST. SECTION AT DINING/KITCHEN SECTIONS A4.1 sca�E: 1/4" = 1'-0" ■ M OVE 4Y" � �5 4 ( 3 ) � � NEW SLOPED ROOF OVER � EXIST. BEDROOM SPACE. � ENGINEERED JOISTS AT UPPER LEVEL ROOFS � I I II w � � � o � r O V �� O s�-� � � M � I I I � � U � � � � .� NEW ROOF DECK AT � � y � BEDROOM OVER EXIST. � � ;� FLAT ROOF � � � �p I w � I I I _ _ � � _ - - - - � � NEW SLOPED ROOF OVER — — — � I _ _ - - _ — EXISTING LIVING SPACE. - - - - NEW SPACE OVER EXISTING U EXPOSED RAFTERS AT � I I II � LOWER LEVEL ROOF CONC. 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