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HomeMy WebLinkAboutDRB130328 PLANS APPROVEDO DEAD SPACE OUT51DE- OF NEW DORMER BELOW ROOF LINE EXISTING ROOF TO REMAIN WITH NEW ROOF COVERINGS, MEMBRANES, FASCIA, AND 50FFIT - 5EE ROOF PLAN 5HEET AIA ALIGN NEW WALLS WITH EXTG MERCANTILE (BELOW) 2 \I 3.3 m O C 2 N cim a O ralf I / T� ' KITCHEN 0 201 \\, X 206 BEDROOM I 207 206. 06. V -11 1/2" q' -7 3/4" 3' -7" 4' -2 1/2" `t ' -4 3/4" W UP �? (201) fl 5EE ROOF PLAN - SHEET AIA �Q DINING ROOM 203 DOOR 206 OPERATION TO BE IN COMPLIANCE WITH UBC 1005.1.3 FOR DOOR OPERATION WEIGHT DOOR 203 TO BE 50L I D WOOD, WITH THRESHOLD AND OL05ER 5ET IN EXTERIOR JAMB WITH WEATHERSTRIPPING. DOOR AND FRAME TO BE 20 MIN RATED ASSEMBLY MEN loss woria r �• e SIDE K6LL NICHE BEDROOM 2 BEDROOM 5 a PROVIDE INFILL FLOOR FRAMING TH15 AREA TO COMPLETE RATED FLOOR CEILING A55EMBLY WITHOUT D15TURBANCE OF OR MODIFICATION TO EXISTING CEILING A55EMBLY COMPONENTS. PROVIDE FIRE PROTECTION AND FIRE ALARM 5Y5TEM5 COVERAGE FOR ALL NEW MECHANICAL ROOM VOLUME, INCLUDING CONCEALED SPACES. F—_ l L21: 1 -- 1 2e, W_2 0 0 ALIGN NEW WALLS WITH 1 .42.1 DOOR 213 OPERATION TO BE IN COMPLIANCE WITH UBC 1005.1.3 FOR DOOR OPERATION WEIGHT F i/ STAIR 202 FMI PRODUCTS B -VENT GAS FIREPLACE - 5V0-36YA VERIFY WALL FRAMING AT FIREPLACE WITH ARCHITECT IN ADVANCE LIVING ROOM 204 J H o ;��,NE W SECIOND LEVEL FLOOR FLAN L/ 1) 50ALE: 1/ 411 = I' - O" ALIGN NEW WALL WITH EXTG �2 .42.1 BALCONY L PA551VE 51DE OF DOUBLE DOOR 1 X42.2 P cs EXISTING STRUCTURAL P05T (TYP) c9 a M a EXISTING ROOF TO REMAIN WITH NEW \ ROOF COVERINGS, MEMBRANES, FASCIA, AND SOFFIT - 5EE ROOF \, PLAN 5HEET AIA DESIGNER; STUDIO SIEBERT 150 LUDLOW ST, #6E NEW YORK, NY 10002 203.832.4500 VERONICA.ESME @GMAIL,COM DRB130328 Design Review Staff Approval TOWN OF VAIL By Warren Campbell at 8:50 am, Sep 05, 2013 RECEIVED By David Rhoades at 10:31 am, Aug 05, 2013 C3i�D0�DD H fnvJ�� [PI CEG�31Cv 0 ARCHITECT OF RECORD ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 97 0.94 9.52 00 umtla @vmtla.com FAX 949.5205 V1 T n, D K D N o� W O L.L V Z00 N I W o6 O I= N ti z 04) `= o 0 Fn LAJ D Q o Q W N 10 W 4W n O 06 Q (D U z Q J Q sol0000t Q W >> > O`'�Q J z w > W MUIL7&�l r L-8-j7 NEW THIRD LEVEL FLOOR PLAN 50AL.E: 1/ 4" = I' - O" DESIGNER; STUDIO SIEBERT ARCHITECT OF RECORD 150 LUDLOW ST. #6E NEW YORK, NY 10002 203.832.4500 VERONICA. ESME @GMAIL,COM W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 1 970.949.5200 X2.2 vmda @vmda.com FAX 949.5205 1F TO REMAIN WITH NEW N65, MEMBRANES, SOFFIT - 5EE ROOF r1.4 Design Review Staff Approval TOWN By Warren Campbell at 8:51 am, Sep 05, 2013 IT 1 r, A o� W O V �Zco N I W o6 O N ti 0- Z COO) � I--- 00 0WDO Fn Q Q �WQ N o w�np 06 0 (D U z O��Q Q J W > O J Q z W > W 2u1L:&L1 NEW OVERSIZE GUTTER AT CRICKET DRAINAGE POINT - DOWNSPOUT TO PENETRATE NEW BALCONY AND DRAIN TO GUTTER BELOW REUSE EXISTING GUTTERS OR NEW ALUMINUM GUTTER TO MATCH EXISTING NEW GUTTER - DOWNSPOUT TO TIE IN TO GUTTER BELOW NEW METAL SNOW FENCE TO MATCH NEIGHBORING UNIT SNOW FENCE 2 3.3 6100 OPEN VALLEY WITH TWIN METAL VALLEY DIVERTER - INSTALL PER DAVINGI MANUFACTURERS TYPICAL SPECIFICATION AND DETAILS 2 REUSE EXISTING GUTTERS OR a2.2 NEW ALUMINUM GUTTER TO MATCH EXISTING REUSE EXISTING GUTTERS OR NEW ALUMINUM GUTTER TO MATCH EXISTING LOCATION OF EXISTING DOWN SPOUT TIED INTO DOWN SPOUT BELOW AND DRAINS ONTO PLAZA — SURFACE - PROVIDE NEW PENETRATION OF PLAZA PAVERS AND PT SLAB TO CONNECT TO EXTG STORM DRAINAGE SYSTEM - WATERPROOF PENETRATION AS REQUIRED LOCATION OF 42.3 EXISTING DOWN SPOUT - NEW SNOW FENCE TO MATCH NEIGHBORING UNIT SHOW FENCE LOCATION OF EXISTING DOWN SPOUT TO EXISTING PLAZA STORM DRAIN PROVIDE NEW PLAZA DRAIN \\ /Q O 0 0 °� Q FURRING REQUIRED AT EXTG ROOF ° O STRUCTURE TO REMAIN - FURR TO HEIGHT OF NEW ADJACENT ROOF STRUCTURE 0 0 NEW SNOW FENCE TO MATCH NEIGHBORING ° UNIT SHOW FENCE 0 \° O p c, O O LOCATION OF EXISTING DOWN SPOUT TO \ O O� wo\\ O EXISTING PLAZA STORM DRAIN - - - °� (BELOW NEW BALCONY) 0 0 0 0 0 0 0 A4.3 0 0 0 0 0 0 0 0 0 0 ° ° °° 3 0 0 0 0 0 V,4 BALCONY 0 -- - - - - -- ED ED 0 0 0 0 0 NEW GUTTER FOR DECK DRAINAGE - SPOUT TO EXTG PLAZA DRAIN TO THE NORTH 1 .42.2 �. BALCONY 3 ° a 00 P� ° ° ° °� I- ° .40.2 \/ X00 0 0 Q ° ° � D, ➢ vN ��\4LC 0 ° 0 0 Lt- IL- 0 ° ° ° 0 °o ED ED U- Lt- O O ° LLJ � � 0 O zJ 9- O •� O �. / ° ° ° ° ° ° ° ° MATCHING 0 O O o O o f o p METAL CRICKET 0 / ED }ti °JPa' 13 13 0 0 13 \ 0 \\ O O 0 + ° Q RIDGE ROOF 8:12 PITCH ° O C 0 O \ 13 13 �\NO 0 / NEW SNOW FENCE TO MATCH NEIGHBORING UNIT SHOW FENCE LOCATION OF NEW DOWN SPOUT TIED TO GUTTER BELOW REUSE EXISTING GUTTER5 OR NEW ALUMINUM GUTTER TO MATCH EX15TINO 0 0 0 0 0 0 0 0 0 0 0 0 00 �QD �� \� o o ° o i '/' 2 I 0 O 0 a ��yti ° �� << OOF 12 PI � / ° O 0 0 Q ° � �! NEW SNOW FENCE TO MATCH �__�. ° ° 0 0 0 0 0 0 0 0 0 0 I 0\ O Q 0 �� NEIGHBORING UNIT SHOW FENCE 0 0 0 0 ° ° O � APPROXIMATE LOCATION OF— EXISTING DOWN SPOUT TO EXISTING PLAZA STORM DRAIN I O I A'G O �N v O 9 REUSE EXISTING GUTTERS OR NEW ALUMINUM GUTTER TO MATCH EXISTING " (5U77E AND DONN SPOUT NOTES: I. NO SURFACE DRAINAGE PERMITTED BY TOWN OF VAIL ON TO PLAZA BELOW - ALL DOWN5 SPOUTS TO DRAIN INTO EXISTING STORM DRAINAGE SYSTEM. 2. RE USE EXISTING GUTTERS AND DOWN SPOUTS WHERE POSSIBLE. 3. NEW GUTTERS AND DOWN SPOUTS AS REQUIRED, TO MATCH EXISTING o LL LOCATION OF EXISTING DOWN SPOUT TO EXISTING PLAZA STORM DRAIN (BELOW NEW BALCONY) MATERIALS. Z00 4. HEAT TAPE ALL GUTTERS, DOWN SPOUTS, AND ROOF EAVES AS o° W INDICATED. HEAT TAPE TO EXTEND A MINIMUM OF 2' -0" UP ROOF OR TO 06 SNOW FENCES WHERE INSTALLED. LOOPS OF ROOF PLANE TO BE Voc. N DOUBLE LOOP IN GUTTERS AND DOWN5POUT5. 5. GONTRA07OR TO VERIFY FLOW AND CONTINUITY OF EXISTING STORM co ®W DRAINAGE SYSTEM. COORDINATE NEW DOWN5POU75 AND ROOF DRAINAGE �O 3 SYSTEM INTO EXISTING DRAINAGE SYSTEM. Q Q a- SNON FENCE $ SNON CL PS NOTES: 0 0 I. PROVIDE NEW METAL 5NOW FENCES AT LOCATIONS 5HOWN THI5 SHEET. w a- 2. PROVIDE NEW SNOW CLIPS ON ROOF PLANES AS 5HOWN ON THI5 SHEET. C-6 Q ° U z O NEIGHBORING BUILDING IMMEDIATELY EAST OF THI5 PROJECT. Q JQ ° <W> I. "GRACE ULTRA" SHALL NOT BE EXP05ED TO THE SUN AND WEATHER MORE THAN 30 DAYS PER MANUFACTURER'S SPECIFICATIONS ° SPECIFICATIONS 3. PRIOR TO INSTALLATION OF ANY AND ALL ROOF SHINGLES OR 7ILE5 ° CONTRACTOR SHALL CLEAR ALL FOREIGN MATERIALS (NAILS, 50REW5, 5AWDU5T, DIRT ETC) LJJ FROM " GRAGE ULTRA" SURFACES PRIOR TO INSTALLATION OF ROOF SHINGLES OR TILES. NEW METAL SNOW CLIPS WHERE 0 0 ° ~ (L ~ 1L ° SHOWN TO MATCH ROOF ° ° ° �° — N N SHINGLES I o di L6 0 a ° U- LL ° ° NEW METAL SNOW FENCE TO ° a a MATCH ROOF SHINGLES ° ° a o a o a to 0 a APPROXIMATE LOCATION OF— EXISTING DOWN SPOUT TO EXISTING PLAZA STORM DRAIN I O I A'G O �N v O 9 REUSE EXISTING GUTTERS OR NEW ALUMINUM GUTTER TO MATCH EXISTING " (5U77E AND DONN SPOUT NOTES: I. NO SURFACE DRAINAGE PERMITTED BY TOWN OF VAIL ON TO PLAZA BELOW - ALL DOWN5 SPOUTS TO DRAIN INTO EXISTING STORM DRAINAGE SYSTEM. 2. RE USE EXISTING GUTTERS AND DOWN SPOUTS WHERE POSSIBLE. 3. NEW GUTTERS AND DOWN SPOUTS AS REQUIRED, TO MATCH EXISTING o LL LOCATION OF EXISTING DOWN SPOUT TO EXISTING PLAZA STORM DRAIN (BELOW NEW BALCONY) MATERIALS. Z00 4. HEAT TAPE ALL GUTTERS, DOWN SPOUTS, AND ROOF EAVES AS W INDICATED. HEAT TAPE TO EXTEND A MINIMUM OF 2' -0" UP ROOF OR TO 06 SNOW FENCES WHERE INSTALLED. LOOPS OF ROOF PLANE TO BE Voc. N DOUBLE LOOP IN GUTTERS AND DOWN5POUT5. 5. GONTRA07OR TO VERIFY FLOW AND CONTINUITY OF EXISTING STORM co ®W DRAINAGE SYSTEM. COORDINATE NEW DOWN5POU75 AND ROOF DRAINAGE �O 3 SYSTEM INTO EXISTING DRAINAGE SYSTEM. Q Q a- SNON FENCE $ SNON CL PS NOTES: N Q I. PROVIDE NEW METAL 5NOW FENCES AT LOCATIONS 5HOWN THI5 SHEET. w a- 2. PROVIDE NEW SNOW CLIPS ON ROOF PLANES AS 5HOWN ON THI5 SHEET. C-6 Q 3. ALL NEW SNOW FENCES AND SNOW CLIPS TO MATCH TH05E USED AT U z O NEIGHBORING BUILDING IMMEDIATELY EAST OF THI5 PROJECT. Q JQ ''G AC,E ICE AND NATER SHELF SHELD11 NOTES: <W> I. "GRACE ULTRA" SHALL NOT BE EXP05ED TO THE SUN AND WEATHER MORE THAN 30 DAYS PER MANUFACTURER'S SPECIFICATIONS 2 "GRACE ULTRA" SHALL BE INSTALLED IN A SHINGLE STYLE FASHION PER MANUFACTORY'S SPECIFICATIONS 3. PRIOR TO INSTALLATION OF ANY AND ALL ROOF SHINGLES OR 7ILE5 CONTRACTOR SHALL CLEAR ALL FOREIGN MATERIALS (NAILS, 50REW5, 5AWDU5T, DIRT ETC) LJJ FROM " GRAGE ULTRA" SURFACES PRIOR TO INSTALLATION OF ROOF SHINGLES OR TILES. NSW ROOF PLAN 50ALE: I / 4" = I' - O" RE: SHEET A6.2 FOR ROOF AGGOUTREMENT5 DESIGNER: STUDIO SIEBERT ARCHITECT OF RECORD 150 LUDLOW ST. #6E v NEW YORK, NY 10002 203.832.4500 VERONICA.ESME @GMAIL,COM Design Review Staff Approval TOWN Of VA I t By Warren Campbell at 8:51 am, Sep 05, 2013 n") F U H L IFL0­1 H H IPI F"M H'T ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 910.949.5200 vmtla @vmtla,com FAX 949.5205 C, -•:, r 0� W o LL V Z00 N W W 06 O a_ N U co ®W �O E3, Q Q a- �■� N Q O w a- p C-6 Q � U z O Q JQ J <W> 0 J_ : ;Q z w > LJJ 122' -6 1/2" 4Nw EW RIDGE ,ifs 113' -8" THIRD LEVEL ,d-� 104' -5" SECOND LEVEL OL Ems' IR5T LEVEL ot 104' -5" SECOND LEVEL �r (01 V1 MAXIMUM FINISHED DIMEN510N 1'17o on Y NEW A/C UNIT 50REEN N METAL GUARDRAIL Iyi� fjil� LU 11 I DESIGNER: STUDIO SIEBERT ARCHITECT OF RECORD 150 LUDLOW ST, #6E v NEW YORK, NY 10002 203.832.4500 VERONICA.ESME @GMAIL,COM ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 910.949.5200 E vmtla @vmtla,com FAX 949.5205 !!�.! ���$i ��� ir���= r����r����r�\ �= r����r����r����rk .,��1$r-�■- �k.._I r�a���i.. r r r iaY��.. i�r�t..��e !!ri ��� %� :t� %� � %� � � � � � %� � � i�]'� --�� ®■ �it���ra�i���r■ l�f���r ■�l�i���r ■�!�%��r ■�l�.r� rile �.! � ®.!� ®.!� ®.!� ®-!� ®.!� ®-!���1�.-r r�r■ NSW SOUTHAEST ELEVATION 50ALE: I / 4" = I' - O" NEW SOUTH ELEVATION 50ALE: I / 4" = I' - O" Design Review Staff Approval TOWN OF VA I L By Warren Campbell at 8:51 am, Sep 05, 2013 H U H L D H H(O IP F R M H'T 0� W O V �Z00 N W LL/ C-6 O ry N � Cn ~ Lo z O LLB 00 O E3 Q Q � W N 10 w �p 06 Q (D U z Q J J J Q F <W-j > > oi_'Q z w > LJJ 'r t-'I K=S I 1-iVC1- BAST ELEVATION SCALE: I / 4" = I' - O" AND PT SLAB AND CONNECT DOWNSPOUT DRAINAGE TO EXTG PLAZA STORM DRAINAGE 5Y5TEM - PROVIDE WATERPROOFING A5 REQUIRED NORTH ELEVATION 50ALE: I / 4" = I' - 0 " DESIGNER: STUDIO SIEBERT ARCHITECT OF RECORD 150 LUDLOW ST, #6E v NEW YORK, NY 10002 203.832.4500 VERONICA.ESME @GMAIL,COM Design Review Staff Approval F By Warren Campbell at 8:51 am, Sep 05, 2013 HUHLBUHU [PIERMU'Y ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 910.949.5200 vmtla @vmtla,com FAX 949.5205 0� W o LL V Z00 N W W C-6 O ry N � Cn ~ Lo z O W Z 00 z Q Q a_ LAJ N Q O W � 0 06 Q (D U z Q J J J Q F <W-j > > oi_'Q z Lu > LJJ 125' -10" NEW ROOF RIDGE Alf-\ 121' -11" TOP OF PLATE - A[-,, 1151 -5" THIRD LEVEL SUB -FLOOR 12' --1 1/4" TOP OF PLATE At-\ 104' -3" SEGOND LEVEL SUB -FLOOR PLAZA SURFACE I I I I I I I I I - I I I I I I I I I I I I I LL 1 1 i MEP I A ROOM I 302 BEDROOM 2 I 211 2 81M I -7F 1 .� IL �11, 1 � I 0I 3 I 2 X44.1 I I I F LL I' FT L 1 2 ��- 46.1 EL I BATHROOM B3 =DROOM B CT- 213 212 I I I I I FIRST FLOOR (NO WORK AT MERCANTILE) BASEMENT FLOOR RE: STRUCTURAL SCALE: I / 4" = I' - O" womm"14zli Ell, DESIGNER: STUDIO SIEBERT ARCHITECT OF RECORD 150 LUDLOW ST, #6E v NEW YORK, NY 10002 203.832.4500 VERONICA.ESME @GMAIL,COM Design Review Staff Approval TOWN OF VA l L By Warren Campbell at 8:51 am, Sep 05, 2013 HUHLBUH(O [PIERMHU ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 910.949.5200 vmtla @vmtla,com FAX 949.5205 0� W o LL V Z00 N W W C-6 O N � U) ~ Lo z O W DO 0O z Q Q a_ L■J N Q O WCZIn o 06 Q (D U z Q J J J Q F <W-j > > oi_'Q z W > LJJ NEW ROC OIL °4 N sECOND LEVY q A PLAZZ A s 50ALE: I / 4" = I' - O" DESIGNER: STUDIO SIEBERT ARCHITECT OF RECORD 150 LUDLOW ST, #6E v NEW YORK, NY 10002 203.832.4500 VERONICA.ESME @GMAIL,COM Design Review Staff Approval TO WN OF VA IL "' By Warren Campbell at 8:51 am, Sep 05, 2013 HUHLBUHU IPIERMH'T ON ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 910.949.5200 vmtla @vmtla,com FAX 949.5205 0� W O V �Z00 N W W C-6 O ry N � Cn ~ Lo z O W Z 00 z Q Q a_ L■J N Q O W W 0 06 Q (D U z Q J J J Q F <W-j > > oi_'Q z W > LJJ METAL GUARDRAIL TO MATCH EXTG ON PLAZA STAIRWAYS A3 <( 3 X4(0.1 HENRY'S GROUT SEALANT W SAND MIX TOPPING (TYP. 5 BALCONIES) OL05ED -CELL POLYURETHANE METAL GUARDRAIL TO MATCH SPRAY INSULATION FILLS CAVITIES EXTG ON PLAZA STAIRWAYS DECK DRAINAGE PIPE RE: PLUMB RANDOM QUARTZITE STONE PATTERN- SLOPE TO DRAIN 2x BLOCKING 5E77ING BED - SLOPED TO DRAIN WATERPROOFING STONE SET W/ "LORD" ADHESIVE WHERE APPLIED TO PERIMETER PLASTER PROTECTION BOARD 24 GA. PAINTED METAL FLASHING WITH DRIP EDGE 50LID WOOD BLOCKING FOR HANDRAIL INSTALLATION WATERPROOF MEMBRANE DRAINAGE PLANE - SLOPE TO DRAIN 2x12 FASCIA RIPPED SLEEPERS - SLOPE TO DRAIN f 5UBFLOOR RE: 5TRUGT - 5UBFLOOR - SLOPED TO DRAIN N 2x FA501A All STEEL J015T5 RE: 5TRUGT TYPE X GYPSUM BOARD I 1x4 T$O SOFFIT TERRAr.,,,E DETAL AT CANTLEVER 5GALE: I 1 / 2" = 1' - O" HENRY'S GROUT SEALANT W/ SAND MIX TOPPING (TYP. 3 BALCONIES) RANDOM QUARTZITE STONE PATTERN- SLOPE TO DRAIN SETTING BED - SLOPED STONE SET W/ "LORD" ADHESIVE WHERE APPLIED TO PERIMETER PLASTER 24 GA. PAINTED METAL FLASHING GAP SLOPED WITH DRIP EDGE 2x12 FASCIA ALUMINUM GUTTER TO MATCH - EXI5TING 2x FA501 A 2x BLOCKING 5HEATHIN5 - RE: STRUCTURAL STEEL JOISTS RE: 5TRUGT 5/8" TYPE 'X' GAB Ix4 T$O SOFFIT crm SLOPED NENY2" PLYWOOD SHEATHING BEHIND STONE HENRY'S GROUT SEALANT W/ 5AND MIX TOPPING (T(P. 5 BALGONIE5) RANDOM QUARTZITE STONE PATTERN- SLOPE TO DRAIN DRAIN 5E77ING BED - SLOPE TO DRAIN RIPPED 5LEEPER5 - SLOPE TO DRAIN SUBFLOOR - SLOPED TO DRAIN WATERPROOF MEMBRANE DRAINAGE PLANE - SLOPE TO DRAIN 5UBFLOOR RE: 57RUCT DECK DRAINAGE PIPE RE: PLUMB STEEL J015T5 RE: 57RUGT 1/2" HAT CHANNEL 5/8" TYPE 'X' GNB CL05EP -GELL POLYURETHANE SPRAY INSULATION FILLS CAVITIES DRAN DETAIL. DOOR SILL FIN15H RE: INTERIORS TRIPLE 2x BOTTOM PLA COMPLETELY REMOVE EXISTING EXTERIOR STUCCO FIN15H AT WALL AREAS TO RECEIVE NEW STONE VENEER EXISTING CONCRETE STEM WALL EXISTING CONCRETE TOPPING SLAB 50ALE: I 1 / 2" = 1' - O" ALUMINUM GLAD PATIO DOOR SILL 24 GA. PAINTED METAL UNDER51 LL FLA5H I NG SEALANT SEALANT AT TOP OF WATERPROOF 1— FIN15H FLOOR LESS THAN 4" PER 2012 IBC (TYP) METAL GUARD RAIL TO MATCH EXTG AT PLAZA 5TAIR5 LESS THAN 4" PER 2012 IBC TNrF. GUARD RAID ELEVATION 50ALE: I I / 2" = 1' - O" HENRY'S GROUT SEALANT N/ SAND MIX TOPPING (TYP. 5 BALCONIES) RANDOM QUARTZITE STONE PATTERN- SLOPE TO DRAIN SETTING BED - SLOPED EXISTING EXTERIOR WALL A55EMBLY TO REMAIN EXCEPT AS NOTED 5HEATHING - RE: STRUCTURAL NENY2" PLYWOOD SHEATHING SPRAY APPLIED POLYURETHANE ADD ADDITIONAL %e° TYPE FOAM INSULATION - MINIMUM R -50 'X' GYP5UM 5HEATHING STEEL JOISTS RE: 5TRUCT OUT51PE OF PLYWOOD WHERE REQUIRED TO BE I Y2" STEEL HAT CHANNEL HOUR RATED FROM N EXTERIOR - RE: SHEET TI.5 5/8" TYPE 'X' GWB W TERRAC,,E DETAL AT WALL 50ALE: I 1 / 2" = 1' - O" NR GRAGE BITUTHENE WATERPROOFING MEMBRANES - EXTEND UP WALL TO b" ABOVE TOP OF STONE VENEER WEEP5 STEEL ANGLE LEDGER - RE: STRUCTURAL ANODIZED METAL FLASHING v4/DRIP EDGE ANODIZED METAL FLASHING 2' -0" WATERPROOFING I' -b" WATERPROOFING ENLARGED DETAIL AT NSW STONE VENEER O � m z DESIGNER; STUDIO S EBERT ARCHITECT OF RECORD 150 LUDLOW ST. #6E v NEW YORK, NY 10002 [0 ♦ ♦ 170 iiii 50ALE: I 1/ 2" = 1'- O" EXTERIOR STUCCO FIN15H METAL WEEP SCREED AT BOTTOM OF STUCCO �GONTINUOU5 COPPER FLASHING N 4" SNAPPED STONE SILL - COLORADO BUFF SANDSTONE NEW 4" STONE VENEER - COLORADO BUFF SEE BUILDING ELEVATIONS FOR LOCATION AND HEIGHT .46.1 ----- - - - - -- — — - -- — — —WR GRACE BITUTHENE l COMPLETELY REMOVE WATERPROOFING EXISTING EXTERIOR STUCCO MEMBRANES - EXTEND UP L TOP FIN15H AT NALL AREAS TO -° O STONE VENEER 1 RECEIVE NEW STONE 1 VENEER I I EXISTING CONCRETE STEM HALL I EXISTING PAVERS AND SAND SETTING BED - REMOVE AND REPLACE A� NECESSARY FOR 570NE — -- _ __ L I INSTALL EXISTING CONCRETE TOPPING SLAB — — — EXISTING CONCRETE ---------------------- - - - - -- — — — — TOPPING SLAB KITH COPP PIPE RADIANT HEAT 5Y57E v � v p > EXISTING CONCRETE PLAZA POST - TENSIONED CONCRETE DECK 203,832,4500 ESME @G MAIL, COM EL CEDAR SIDING ATHER BARRIER BACK LEG OF FLASHING 4 .ON 5HEATHING HINTED METAL FLASHING DOE ',A51 NO BEAD :O SYSTEM ATHER BARRIER 5HEATHING DETAIL AT NSW STONE VENEER 50ALE: I 1/ 2" = 1'- O" EXISTING PAVERS AND SAND SETTING BED - REMOVE AND REPLACE AS NECESSARY FOR STONE INSTALL TOP LAYER OF NR GRACE BITUTHENE WATERPROOFING MEMBRANE HORIZONTAL LEG L005E w/FELT PROTECTION PAPER ON TOP AND BOTTOM TO PRESERVE FOR FUTURE INSTALLATION EXTEND UP VERTICAL FACE OF 5HEATHING BEHIND STONE VENEER ADHERED TO NEW WALL SHEATHING BASE LAYER OF KR GRACE BITUTHENE WATERPROOFING MEMBRANE ADHERED TO EXISTING TOPPING SLAB BELOW EXTEND UP VERTICAL FACE OF 5HEATHING BEHIND STONE VENEER ADHERED TO NEW WALL 5HEATHING EXISTING CONCRETE TOPPING SLAB WITH COPPER PIPE RADIANT HEAT 5Y5TEM Design Review Staff Approval By Warren Campbell at 8:51 am, Sep 05, 2013 TOWN OF VAIL [0' UoLIDoHcUz" G1 IERDA H`W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 C CO4`� VI TOR A K D -ISO a`D AEG � W O LL V Z00 N w W c-6 O N ti � Z � � ~ CCU 00 o W �0 z�QQ n N 0 w�0- _j 0 06 Q Lij U z ® QJ J Q � Q W \ > 0 �' J Q z W > 6RAGE VYCOR PL DO NOT FL NAILING FL AACi Ll A All/ AI I V CAGTCAI AG AICi'CGG ALD%/ II, I / / i / / / 3 i i i J EXTERIOR 5HEATHING SILL PLATE (SEE VGRDE7-106 FOR OPTIONS) &RAGE VYCOR PLUS / / / &RAGE VYGORNER ±OR CORNER PATCH RECOMMENDED / (5EE VCRDET -507 OR VCRDET -504 FOR OPTIONS) NOTES: A. V151T &RAGECON5TRUCTION.COM FOR THE M05T CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS B. RIPGORDO CAN BE REMOVED FROM &RAGE VYCOR PLUS FOR EASE OF INSTALLATION G. INSTALL &RAGE VYGOR PLUS IN ORDER AS 5HOHN BY NUMBERS D. IF APPLICABLE, LEAVE RELEASE PAPER ON LOWER HALF OF SILL FLASHING UNTIL FUTURE TIE -IN E. CHECK LOCAL BUILDING CODES FOR HEATHER RE515TIVE BARRIER REQUIREMENTS AND INSTALL &RAGE VYCOR PLUS WITH HEATHER RE51STIVE BARRIER TO FORM WATER - SHEDDING LAPS F. DETAIL AL50 RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL V"IrGOR DETAIL. v � xALE N.s n �NI�A�6�D �AI�GONY PLAN A SIDING TC HEATHER BARRIER 5HEATHIN GRACE N OVER ME SEE PET/ 26 GA PP MTL DRIP 5EALANT GRACE AT HINDC NEW ALUh ALUM WIN ALUM -GLi SEALANT 26 SA Pf MTL DRIF GRACE'` SEE DEV 51DINO TC HEATHER BARRIER 5HEATH I N CELLULOSE INSULATION 5/8" TYPE 'X' &HB HD TRIM RE: INTERIORS WINDOW HEADER RE: 5TRUCT /4" SHIM SPACE 'AULK AND FILL WITH 4ON EXPANDING FOAM WINDOW HEAD DETAIL 50ALE: 3" = 1'- O" ALUM 50REEN WD TRIM RE: INTERIORS 5/8" TYPE 'X' GWB GELLUL05E INSULATION 2x6 HD STUDS WINDOW SILL DETAL 50ALE: 3" = 1'- O" 24 GA. PAINTED METAL FLASHING Q WITH DRIP EDGE, IYP. 7.0.0 2x8 GAP WITH THREE 4" KERF GUTS CONT. AT BOTTOM SURFACE Ix4 R5 HD SKIRT 2x4 STUD HALF HALL Ix6 CHANNEL CEDAR VERTICAL 5101NO -EXTERIOR 5HEATHIN6 -A /C, UNIT - INSTALL UNIT PER MANUFACTURER'S SERVICE AND VENTILATION REOUIREMENT5 I" CLEAR 24 &A. PAINTED METAL FLA5HIN6 WITH DRIP EDGE GREEN DETAL � 1 1/z,1 -a 005- 5G 51DIN5 TC' AAA -re 11 I= HEATHER - BARRIER 5HEATHINi GRACE 'V 5EE DETA SEALANT NEW ALUM DESIGNER; STUDIO S EBERT ARCHITECT OF RECORD 150 LUDLOW ST. #6E V NEW YORK, NY 10002 203,832,4500 VERONICA. ESME @GMA L,COM 5/8" TYPE 'X' SHB ;ELLUL05E INSULATION 0 TRIM RE: INTERIORS 1/4" SHIM SPACE CAULK AND FILL WITH NON EXPANDING FOAM WINDOW JAMS DETAIL 50ALE: 3" = 1' _ pll Design Review Staff Approval TOWN By Warren Campbell at 8:51 am, Sep 05, 2013 Of VAIL M ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 B 0 X 5300 AVON, CO 81620 970,949,5200 vmda @vmda,com FAX 949.5205 r V1 TOR „ AX G . N � W O LL V Z0c) N w W 06 O (N ti z � U) ~ CCU 00 O W DO QQ zMoo n UJ N w4W�p 06 Q � U z o�JQ < J Q W >> > 0 J :" z W >