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HomeMy WebLinkAboutDRB130170 PLANS APPROVEDA N Ar • c O 6 46. O O O O - O 2 O,42.2 — O E) J ° 2 N O - O O O SILL a OR O GRADE O STORAGE STORAOE 101 � 101 21 4 1 Fi I UP I I 00 O .42.2 ILI- ENTRY O ARAOE BEDROOM 101 Q 101 �O" 12..A 12.0.0 I, 6.4 I .46.4 I .46.4 LINE OF FLOOR ABOVE 12 I OAS METER O OAS METER O ELEGTRI G MET1R O ID E- 'TRIG METER— - - - I II II I I II II �I O O � I SILL ABOVE GRADE I I ---------- SILL 0 OR BELOW GRADE 2 O O UNT =2F 6 LINE OF CANTILEVERED WALL ABOVE SILL Y GRADE I � / LINE OF CANTILEVERED WALL ABOVE 6 // \ .46.4 / \ I — I I I CA ACE I BO `-p, NPILL ABOVE GRADE ,42.1 5 6 O UN T= 0 V °I O zl --I -1 O (10) II 12 LINE OF CANTILEVERED WALL ABOVE F1 - - - II Z4\ ENTRY 101 BEDROOM „ Q 101 Ir I I II.O.B I.O.G 6.4 I ,46.4 .46 LINE OF FLOOR ABOVE a 12 51LL a OR BELOW GRADE O 10 13 of �I w °I 0 zl I1. I } O Q O B N 2 tu 2 d O O O O O O 0 DRB130170 EXTERIOR COLORS � V 4M Design Review Staff Approval By Warren Campbell at 1:47 pm, Jun 12, 2013 TOWN OF VAIL O LINE OF CANTILEVERED DECK ABOVE m NEW WALL ADDITION LO ABOVE RECEIVED late: 06 /06/2013 TOWN OF OVAIL By: D. RHOADES I BASEMENT LEVEL FLOOR PLAN, 50ALE: I / 4" = I' - 0" MATERIALS LEGEND @COPYRIGHT NEW STUCCO (I GOAT): 5TO POWERWALL STUCCO PRE - BLENDED, Donaldson Architects OUICKRETE - TYVEK WEATHER BARRIER RE: SPECS., 1 1/2" All Rights Reserved ..j EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1065, D 4/29/13 1/2" OUIGKRETE BASE GOAT STUCCO BASE, 5TO 0 Lo PRIMER/ADHE5IVE -B ACRYLIC BASE GOAT HI EMBEDDED 5TO Z W REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POWERWALL oV00 1 5WI RL FINISH. COLOR - SA6 HARBOR GRAY. 2 NEW WOOD 51DINO: Ixb R.5. CHANNEL LAP CEDAR 51DINO U) C) Q OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL Z Qo FINISH DETAILS. Z D 3 NEW 2x R5 CEDAR WOOD TRIM AND RIM JOISTS: ARC 1 11 RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. PLANNING J Q EXISTING METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE INTERIORS 0 NO WORK. SINCE 1977 NEW DECK/BALCONY $ GUARDRAIL5: SHALL BE ROUGH SAWN rj CEDAR, STAINED. RE: DETAILS ON SHEET Ab.l. NEW DECKING 'GAPE ARCHITECTS SHALL BE EVER6RAIN, CLASSIC COLLECTION, COLOR GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRE551PE TREATED. g O W BENCHMARK R O R D EXISTING WOOD SOFFIT $ FA501A AT ROOF: SHALL REMAIN SUITE 2 0 7 S 15 WITH NEW PAINT. R 0 X 5 3 0 0 -� WINDOW5 AND DOORS HAVE BEEN REPLACED, REMOVE AND U RESET. AVON, CO 81620 NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. 9 7 7 0.9 4 9.5 2 0 0 STUCCO SOFFIT ABOVE, RE: DETAIL(5) vmda@vmda.com GUTTERS $ DOWN5POUT5: REMOVE EXISTING DOWN5POUT5 AS FAX 9 4 9 5 2 0 5 O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS . COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. GARDEN WALL: PATCH AND REPAIR EXISTING 5TUCC0, 2 GOATS OF PAINT RE: PAINT 5PEC'5 SHEET TH. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH $ SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. Design Review Staff Approval By Warren Campbell at 1:47 pm, Jun 12, 2013 TOWN OF VAIL O LINE OF CANTILEVERED DECK ABOVE m NEW WALL ADDITION LO ABOVE RECEIVED late: 06 /06/2013 TOWN OF OVAIL By: D. RHOADES I BASEMENT LEVEL FLOOR PLAN, 50ALE: I / 4" = I' - 0" Cn @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ..j C) D 4/29/13 vQ 0 Lo CV Z W 000 oV00 1 A1.0 Q r UNIT 11 AND 12 U) C) Q Z Qo o Z D 0 C)U Uj J Q Oct 0 0) 0 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 D 4/29/13 W 5/17/13 1 4/9/2013 1: 1 1308 BASEMENT LEVEL FLOOR PLAN 1 A1.0 UNIT 11 AND 12 O O 0 O O O O z O O 0 O O O O O O O 4 00 1 0 O 12 13 z.z 12.1.E i IJNIfi =I2 UNIfi =II l z .42.1 I I I I I I I I I I I I I I I I I J 1 X4(0.1 O.O 00 00 00 O.O O Design Review Staff Approval TOWN � By Warren Campbell at 1:47 pm, Jun 12, 2013 EXTERIOR COLORS $ MATERIALS LEGEND NEW STUCCO (I GOAT): 5TO POHERHALL STUGCO PRE - BLENDED, OUICKRETE - TYVEK HEATHER BARRIER RE: SPECS., 1 1/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" OUICKRETE BASE GOAT 5TUCGO BA5E, 5TO PRIMER/ADHE5IVE -B ACRYLIC BA5E GOAT W EMBEDDED 5TO REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POHERHALL 5HIRL FINISH. COLOR - SAG HARBOR GRAY. 2 NEW HOOD 51DINO: Ixb R.5. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FIN15H DETAIL5. NEW 2x R5 CEDAR HOOD TRIM AND RIM JOI5T5: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. EXI5TIN0 METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE 4 NO WORK. NEW DECK/BALCONY I GUARDRAILS: SHALL BE ROUGH 5AHN CEDAR, STAINED. RE: DETAILS ON SHEET A6.1. NEW DECKING SHALL BE EVERORAIN, GLA5510 COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FA5TENER5. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING HOOD SOFFIT 4 FASCIA AT ROOF: SHALL REMAIN A5 15 HITH NEH PAINT. HINDOH5 AND DOOR5 HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEH THERMACORE OVERHEAD DOOR WITH Ixb R.5. CEDAR GLADDINO, AND OPERATOR. Gf 5TU000 SOFFIT ABOVE, RE: DETAIL(5) GUTTERS 4 DOHN5POUT5: REMOVE EXISTING DOHN5POUT5 A5 O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. GARDEN HALL: PATCH AND REPAIR EXISTING 5lUCCO. 2 GOATS OF PAINT RE: PAINT 5PEC'S SHEET TH. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER 5Y5TEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NECE55ARY, POWER -HA5H 4 SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. REFER TO ATTACHED COLOR BOARD FOR 5PECIFICATION5 ON ALL GOLOR5 AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. THE FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING AN ADD ALTERNATE FOR PROJECT CO5T5. THE VMDA D00111ENT5 INDICATE REMOVAL AND O REINSTALLATION OF OUTTER5, DOWNSPOUTS AND HEAT TRACE COMPONENTS IN ORDER TO PROTECT THEM DURINO CON5TRUGTION AND TO ALLOH FULL PAINT /STAIN COVERAGE OF FASCIA AND ADJACENT PRODUCTS. IN THE IN5TANCE OF THI5 ADD O ALTERNATE, PLEASE PROVIDE 005T5 FOR: L • NEW MATCHING OUTTER5, DOHN5POUT5 AND HEAT TRACE TO BE PROVIDED AND INSTALLED; OPROVIDE RAY -CHEM PRODUCT5 WITH b WATTS PER LINEAL FOOT IN ONE FOOT M SPACED LOOPS, 3 FEET UP FROM OUTTER5 HITH DOUBLE COVERAOE IN GUTTERS AND DOWNSPOUTS; • PROVIDE AN ALLOWANCE WITHIN THE ADD ALTERNATE TO POTENTIALLY INCREASE ELECTRIC CAPACITY WITH NEW 5UB -PANEL PER YOUR ELECTRICIAN. N CAULKS AND SEALANTS: O SHALL BE A EXTERIOR GRADE WATERPROOF 4 PAINTABLE PREMIUM POLYURETHANE BASED 5EALANT. 50 YEAR DURABILITY. FIRST LEVEL FLOOR FLAN 50ALE: I / 4" = I' - O" V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 DEG< REOUIREMENTS: O'EVERGRAIN COMPOSITE DECKING' I X 6 TO BE USED. 12' -0" LONG BOARDS MAX. Victor Mark INSTALL ALL EVERORAIN DECKINO IN ACCORDANCE WITH TAMKO 'EVERGRAIN' Donaldson Architects DECKING INSTALLATION IN5TRUGTION5. O COLOR TO BE GAPE GOD GREY FROM THEIR GLA551G COLLECTION, GRAIN 51DE TO BE ■ 1 INSTALLED FAGINO UP. INSTALL WITH GAMO MARKSMAN PRO HIDDEN DECK FASTENING 5Y5TEM. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. 0 EVERORAIN DECKING TO BE INSTALLED BY A CERTIFIED INSTALLER. PROVIDE N EVIDENCE OF SUCH OUALIFIGATION WITH BID. ORE: NEW BEAMS TO BE INSTALLED BELOW DEGK TO ALLOW FOR 1' -4" MAXIMUM SPAN 5TRUGTURAL oV00 GRAS I N(5 NOTES: O THE FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING A TARGET Q0 ALLOWANCE FOR LAND50APE GRADING MODIFIGATION5 FOR PPG 2013 PROJECT. THE PURPOSE 15 TO OVERCOME NEGATIVE DRAINAGE WITHIN 10' TO 15' IN AND AROUND � EACH UNIT FOOTPRINT (I.E. LIVING AND GARAGE AREAS) BY UTILIZING A COMBINATION z_j a0 OF THE FOLLOWING LAN05GAPE GRADING WORK ITEMS: Z • GENERALLY, NEGATIVE DRAINAGE SHOULD BE OVERCOME BY INCREA5INO 0U D EXISTING GRADE AT UNIT FOOTPRINT NO MORE THAN 12" TO W' OF RE- GRADING NO MORE THAN 10' TO 15' FROM UNIT FOOTPRINT; Uj • U5E OF SUITABLE (NON -GLAY) IMPORT FILL MATERIAL SHOULD BE COMPACTED IN O6" AT 8511 TO 1011 DENSITY AND OVERLAIN WITH A 30 MIL DRAINAGE FABRIC, 4" TO BELOW FIN15HED GRADE TO DIRECT DRAINAGE WITHOUT LOCAL SATURATION; O LO • THI5 IN TURN MAY GAUZE THE DEPTH OF DE51ON DETAIL FLA5HIN05 AT UNIT PERIMETER GRADE LEVEL TO SHORTEN 50ME 6" TO 12" IN AFFECTED AREAS; • IN SOME IN5TANCE5 U5E OF A 4 -INCH- DIAMETER ADS PERFORATED DRAIN PIPE WRAPPED IN FILTER FABRIC AND 5ET IN A 12 -INGH- DIAMETER GRAVEL TRENCH BED AND DISCHARGED AT ABOUT A 2% SLOPE TO DAYLIGHT TO NEAREST 'DOWN 5LOPING' GRADE AREA. GUTTERS, �ONNSFOUT S $#SEAT TAPE 1\1r)7r-r, - THE FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING AN ADD ALTERNATE FOR PROJECT CO5T5. THE VMDA D00111ENT5 INDICATE REMOVAL AND O REINSTALLATION OF OUTTER5, DOWNSPOUTS AND HEAT TRACE COMPONENTS IN ORDER TO PROTECT THEM DURINO CON5TRUGTION AND TO ALLOH FULL PAINT /STAIN COVERAGE OF FASCIA AND ADJACENT PRODUCTS. IN THE IN5TANCE OF THI5 ADD O ALTERNATE, PLEASE PROVIDE 005T5 FOR: L • NEW MATCHING OUTTER5, DOHN5POUT5 AND HEAT TRACE TO BE PROVIDED AND INSTALLED; OPROVIDE RAY -CHEM PRODUCT5 WITH b WATTS PER LINEAL FOOT IN ONE FOOT M SPACED LOOPS, 3 FEET UP FROM OUTTER5 HITH DOUBLE COVERAOE IN GUTTERS AND DOWNSPOUTS; • PROVIDE AN ALLOWANCE WITHIN THE ADD ALTERNATE TO POTENTIALLY INCREASE ELECTRIC CAPACITY WITH NEW 5UB -PANEL PER YOUR ELECTRICIAN. N CAULKS AND SEALANTS: O SHALL BE A EXTERIOR GRADE WATERPROOF 4 PAINTABLE PREMIUM POLYURETHANE BASED 5EALANT. 50 YEAR DURABILITY. FIRST LEVEL FLOOR FLAN 50ALE: I / 4" = I' - O" V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 D 4/29/13 vQ 0 Lo N 1308 W (0 100 oV00 ~U) A1.1 Q0 Qom a � z_j a0 Z O 0U D Uj J Q O LO > 0 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 D 4/29/13 W 5/17/13 1 4/9/2013 4: 1 1308 FIRST LEVEL FLOOR PLAN 1 A1.1 UNIT 11 AND 12 O O - O 2 O .42.2 O O O 0 O O O O O O O O 00 O O O .42.2 (10) I I 12 13 0 C4 UST =2 "Ah O O O 10 12 UNIT=l IN TIDE FACE .L BELOW 13 O EXTERIOR COLORS $ MATERIALS LEGEND NEW STUCCO (1 GOAT): 5TO POWERWALL STUCCO PRE- BLENDED, QUIGKRETE - TYVEK WEATHER BARRIER RE: 5PE05., 1 1/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" QUIGKRETE BASE GOAT STUCCO BASE, 5TO PRIMER/ADHEVVE -B ACRYLIC BASE GOAT W/ EMBEDDED 5TO REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POWERWALL SWIRL FINISH. COLOR - SAG HARBOR GRAY. 2 NEW WOOD SIDING: Ixb R.5. CHANNEL LAP CEDAR 51DING OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL FINISH DETAILS. 3 NEW 2x RS CEDAR WOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. Q- EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE 4 NO WORK. NEW DECK/BALCONY 4 GUARDRAILS: SHALL BE ROUGH 5AWN xj CEDAR, STAINED. RE: DETAILS ON SHEET A6.1. NEW DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. 6 EXISTING WOOD SOFFIT I FASCIA AT ROOF: SHALL REMAIN AS IS WITH NEW PAINT. -� WINDOW5 AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMACORE OVERHEAD DOOR WITH Ixb R.S. CEDAR CLADDING, AND OPERATOR. Ci STUCCO SOFFIT ABOVE, RE: DETAIL(S) GUTTERS $ DOWN5POUT5: REMOVE EXISTING DOWN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT SPECS SHEET TI.I. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM O O 2 .42.1 O O Design Review Staff Approval O N By Warren Campbell at 1:47 pm, Jun 12, 2013 TOWN OF VAIL � 2 SHALL REMAIN, RE -SET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH 4 SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. O O O O O SE...,0ND LEVEL FLOOR PLAN. 50ALE: 1 / 4" = I' - 0" u NIL ARCHITECTS W BENCHMARK ROAD SUITE 201 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda.com FAX 949.5205 M -.4o Q vo N = w oo oVoo QQ °o Z Q J Z (/) O r) ©COPYRIGHT Victor Mark N Donaldson Architects All Rights Reserved ■ 1 0 4/29/13 W 5/17/13 1 � 41912013 1: 1 1308 SECOND LEVEL FLOOR PLAN 1 A1.2 UNIT 11 AND 12 � O O � J Q ¢Oi O Donaldson Architects All Rights Reserved ■ 1 0 4/29/13 W 5/17/13 1 � 41912013 1: 1 1308 SECOND LEVEL FLOOR PLAN 1 A1.2 UNIT 11 AND 12 EXISTING CHIMNEYS TO BE PAINTED, 2 GOATS OF PAINT, RE: PAINT 5PEC'5 TH HORIZONTAL MULLIONS REMOVED ME E SECOND LEVEL 8266.45' d-\ F I R5T LEVEL 825-1.50 I I LINE OF EXISTING GARDEN WALL U D a i UNIT =12 UNIi =11 EXISTING ROOFING AND ROOF - LLIFLA5HING TO REMAIN, NO CHANGE HORIZONTAL MULLIONS REMOVED FAI I1.2.G 11.2.E MIN O e FRONT ELEVATION 50ALE: 1/ 4" = I' - O" LLHORIZONTAL MULLIONS _ LN1 II.I.I II.I.M II.I.N 11.1.0 O M:a E-0 D 12.2.B 12.I.J O O i UNli�ll UNI I�n RIGHT ELEVATION 50ALE: I / 4" = P — O" 12.1.1 12.2.D 12.I.H 12.1.6 , 5EGOND LEVEL 8266.45' F I R5T LEVEL 8257.50 EXISTING N HALL BASEMENT LEVEL 8248.46' EXTERIOR COLORS $ MATERIALS LEGEND NEW STUCCO (I GOAT): 5TO POWERWALL STUCCO PRE - BLENDED, OUIGKRETE - TYVEK HEATHER BARRIER RE: 5PEG5., 11/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" GUICKRETE BASE GOAT STUCCO BASE, 5TO PRIMER/ADHEVVE -B ACRYLIC BASE GOAT H/ EMBEDDED 5TO REINFORCING MESH, 5TO PRIMER SMOOTH HITH 5TO POHERWALL 5WIRL FINISH. COLOR - SAG HARBOR GRAY. 2 NEW HOOD 51DINO: Ixb R.S. CHANNEL LAP CEDAR 51DINO OVER NEH 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FINISH DETAILS. 3 NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. EXISTING METAL ROOF 5HINOLE5: TO REMAIN -NO CHANGE & NO WORK. NEW DEGK/BALCONY 4 GUARDRAILS: SHALL BE ROUGH 5AHN CEDAR, STAINED. RE: DETAILS ON SHEET A61 NEW DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEH DECK FRAMING TO BE PRESSURE TREATED. EXISTING HOOD SOFFIT 4 FA501A AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMACORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. Gi STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS $ DOHN5POUT5: REMOVE EXISTING DOHN5POUT5 AS O NECESSARY AND REINSTALL AFTER EUILDINO IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. GARDEN HALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT SPECS SHEET TH. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -HASH $ SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. CONTROL JOINTS: REFERENCE A5TM G 1063 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS- GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51N6 A 51N6LE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CA51NG BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION SPACING SHALL BE NOT LE55 THAN 1/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXP05URE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 7.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN HALLS TO DELINEATE AREAS NOT MORE THAN 144 FT AND TO DELINEATE AREAS NOT MORE THAN 100 FT FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH- TO -HIDTH RATIO OF 2� TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. 7.11.4.4 HALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EXISTING Ix Ti; SECOND LEVEL TO REMAIN 8266.45' fi FIRST LEVEL 8257.50 EXISTING 2x P TO REMAIN EXISTING 5OF VENT TO REM; CAULK BEAD NEW 2x10 GEL BOARD NEW 1/2" PLYY NEW 1 1/2" EX- INSULATION NEW 1X8 CEDE TYVEK, WEATI ILI. L/ ll \I \ILI\ RE: SPEC. Design Review Staff Approval TOWN � By Warren Campbell at 1:47 pm, Jun 12, 2013 EAVE DETAIL @ SIDIN5 50ALE: I I / 2" = 1'- O" V M- ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 D 4/29/13 W 5/17/13 1 4/9/2013 1: 1 1308 EXTERIOR ELEVATIONS 1 A2.1 UNIT 11 AND 12 vQ 0 Lo CV �� W 00 oV00 0 Q r W C Q � Z a0 O Z D 0 r)U Uj J Q Oct O LO > d) 0 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 D 4/29/13 W 5/17/13 1 4/9/2013 1: 1 1308 EXTERIOR ELEVATIONS 1 A2.1 UNIT 11 AND 12 SEGONi 8266.4 FIRST L 825755 BASEMENT LEVEL _ 8248.46' SE�or 8266. 8257.t �dllll\ i REAR ELEVATION 50 ALE: 1/ 4" = I' - O" EXISTING CHIMNEYS TO BE PAINTED, i UNIfi =I� UNIfi =II LEFT ELEVATION 50ALE: 1/ 4" = I' - O" Design Review Staff Approval T�� } By Warren Campbell at 1 :47 pm, Jun 12, 2013 CONTROL JOINTS: REFERENCE A5TM G 1063 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS- GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NO A 51NOLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION SPACING SHALL BE NOT LE55 THAN I/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 7.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN HALL5 TO DELINEATE AREAS NOT MORE THAN 144 FT' AND TO DELINEATE AREAS NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH- TO -HIDTH RATIO OF 22 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGE5 DIRECTION. 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. 7.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EXISTING Ix Ti; TO REMAIN EXISTING 2x F TO REMAIN EXISTING 5OF' VENT TO REM, CAULK BEAD NEW 2xIO GEC FREEZE BOAR NEW 1/2" PLYY CA51NO BEAD NEW 1 1/2" EX7 INSULATION NEW STUCCO 1 VEK, WEATHLN rvrn-'NIL—N PF. C;pFr. EAVE DETAIL @ STUGGO 50ALE: 1 1/2" = I' - O" v ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 EXTERIOR COLORS $ MATERIALS LE5END NEW STUCCO (I GOAT): 5TO POHERHALL STUCCO PRE- BLENDED, OUICKRETE - TYVEK HEATHER BARRIER RE: 5PE05., 11/2" CUD EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, Lo N 1/2" OUIGKRETE BASE GOAT STUCCO BASE, 5TO W (0 000 PRIMER/ADHE5IVE -6 ACRYLIC BASE GOAT W/ EMBEDDED 5TO REINFORCING MESH, 5TO PRIMER SMOOTH HITH 5TO POHERHALL Q r 5HIRL FINISH. COLOR - SAG HARBOR GRAY. Q ry 2 NEW HOOD 51DINO: Ixb R.5. CHANNEL LAP CEDAR 51DINO Z a0 O OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL 0 r)U FINISH DETAILS. NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: J RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. LO EXISTING METAL ROOF 5HINOLE5: TO REMAIN -NO CHANGE 4 %�= 4 NO WORK. 0 NEW DECK /BALCONY $ GUARDRAIL5: SHALL BE ROUGH SAWN �J CEDAR, STAINED. RE: DETAILS ON SHEET Ab.l. NEW DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW SECOND LEVEL DECK FRAMING TO BE PRF-55URE TREATED, 8266.46 EXISTING HOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ix6 R.5. CEDAR CLADDING, AND OPERATOR. Gf STUCCO SOFFIT ABOVE, RE: DETAIL(5) FIRST LEVEL 82 7. 0 GUTTERS 4 DOWNSPOUTS: REMOVE EXISTING DOWNSPOUTS AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT 5PEG'5 SHEET TH. ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POHER -WASH $ SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL BASEMENT LEVEL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE _ 8248.45' BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. i UNIfi =I� UNIfi =II LEFT ELEVATION 50ALE: 1/ 4" = I' - O" Design Review Staff Approval T�� } By Warren Campbell at 1 :47 pm, Jun 12, 2013 CONTROL JOINTS: REFERENCE A5TM G 1063 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS- GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NO A 51NOLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION SPACING SHALL BE NOT LE55 THAN I/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 7.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN HALL5 TO DELINEATE AREAS NOT MORE THAN 144 FT' AND TO DELINEATE AREAS NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH- TO -HIDTH RATIO OF 22 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGE5 DIRECTION. 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. 7.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EXISTING Ix Ti; TO REMAIN EXISTING 2x F TO REMAIN EXISTING 5OF' VENT TO REM, CAULK BEAD NEW 2xIO GEC FREEZE BOAR NEW 1/2" PLYY CA51NO BEAD NEW 1 1/2" EX7 INSULATION NEW STUCCO 1 VEK, WEATHLN rvrn-'NIL—N PF. C;pFr. EAVE DETAIL @ STUGGO 50ALE: 1 1/2" = I' - O" v ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ , D 4/29/13 W 05/17/13 1 4/9/2013 1: 1 1308 EXTERIOR ELEVATIONS 1 A2.2 UNIT 11 AND 12 mmj CUD Q 0 Lo N = W (0 000 oV00 0 Q r U) C) Q ry � Z a0 O Z D 0 r)U Uj J Qo> LO %�= rn 0 d. @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ , D 4/29/13 W 05/17/13 1 4/9/2013 1: 1 1308 EXTERIOR ELEVATIONS 1 A2.2 UNIT 11 AND 12 mmj O O � I D I — I I 1 O O O CD 0 O O 4 O O O UNIT—1 117 A T -2 I I 1 LINE OF FOUNDATION HALL - TYP. \ \ I I UNEXGAVATED 103 I I UNEXCAVATED 102 i LU y I O O 3.2 �22 O O O O Design Review Staff Approval + By Warren Campbell at 1:47 pm, Jun 12, 2013 TOWN OF VA EXTERIOR COLORS $ MATERIALS LEGEND NEW STUCCO (I GOAT): 5TO POHERHALL 5TUCCO PRE- BLENDED, GUICKRETE - TYVEK HEATHER BARRIER RE: 5PE05., 1 1/2" EXTRUDED FOAM IN5ULATION, METAL LATH PER A5TM G 1063, 1/2" OUICKRETE BA5E GOAT 5TJCCO BASE, 5TO PRIMER/ADHE5IVE -B ACRYLIC SASE GOAT W EMBEDDED 5TO REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POHERHALL 5HIRL FINISH. COLOR - 5AO HARBOR GRAY. 2 NEW HOOD SIDING: Ixb R.5. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FINISH DETAILS. 3 NEH 2x R5 CEDAR HOOD TRIM AND RIM J0I5T5: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. 4 EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE 4 NO WORK. NEW DECK/BALCONY 4 GUARDRAILS: SHALL BE ROUGH SAWN CEDAR, STAINED. RE: DETAILS ON SHEET A6.1. NEW DECKING SHALL BE EVERORAIN, CLA5510 COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FA5TENER5. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING HOOD SOFFIT $ F650IA AT ROOF: SHALL REMAIN A515 WITH NEW PAINT. -� WINDOWS AND DOOR5 HAVE BEEN REPLACED, REMOVE AND RE5ET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. STUCCO SOFFIT ABOVE, RE: DETAIL(5) OUTTER5 4 DOHN5POUT5: REMOVE EX15TINO DOHN5POUT5 A5 O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. GARDEN HALL: PATCH AND REPAIR EX15TINO STUCCO. 2 GOATS OF PAINT RE: PAINT 5PEC'S SHEET TH. ENTRY PATIO $ GARDEN PAVERS: EX15TINO PAVER 5Y5TEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REOROUP A5 NECESSARY, POHER -HASH $ SEAL WITH TWO COATS OF CLEAR MA50NRY SEALER. 13 ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OHNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR 5PEGIFICATION5 ON ALL COLORS AND MATERIAL5. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. BASEMENT LEVEL PLAN 50ALE: 1/ 4" = I' - 0" V M- ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 @COPYRIGHT Victor Mark N Donaldson Architects All Rights Reserved ■ , Q 4/29/2013 W 5/17/2013 1 03/08/2013 1: 1 1304 BASEMENT LEVEL PLAN 1 A1.0 UNIT 1 AND 2 m �o V0 Q Lo N = LJ 00 10 V ~Q z ° 0 Q � Q U C) z U)0 ° z �ooC) Q Qo> �- 0 @COPYRIGHT Victor Mark N Donaldson Architects All Rights Reserved ■ , Q 4/29/2013 W 5/17/2013 1 03/08/2013 1: 1 1304 BASEMENT LEVEL PLAN 1 A1.0 UNIT 1 AND 2 E) O 1 .42.2 O CD I I UN T= all I n nv RBI nlnl /"D der- 4 UNIi °2 O O 0 CD O O 3.2 2 .42.2 O O O FirsT LEVEL FLOOR PLAN 50ALE: 1/ 4" = I' - O" 0 Design Review Staff Approval TOWN By Warren Campbell at 1:47 pm, Jun 12, 2013 OF VAIL REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. V M- ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 DEG< REOU I REMENTS: � VECKIN6 VER&RAIN COMPOSITE DEGKIN6' I X b TO BE U5ED. 12' -0" LONG BOARDS MAX. 7 J STALL ALL EVERORAIN DEGKIN6 IN ACCORDANCE HITH TAMKO 'EVER&RAIN' Q INSTALLATION INSTRUCTIONS. Q ti COLOR TO BE GAPE GOD GREY FROM THEIR CLASSIC COLLECTION, GRAIN 51DE TO BE 0 Lo INSTALLED FACING UP. INSTALL WITH GAMO MARKSMAN PRO HIDDEN DECK FASTENING Cfl SYSTEM. ALL NEW DECK FRAMING TO BE PRESSURE TREATED. CV = W Op EVERCRAIN DEGKIN6 TO BE INSTALLED BY A CERTIFIED INSTALLER. PROVIDE Z L EVIDENCE OF SUCH QUALIFICATION WITH BID. 0 � 0 0 0 NEW BEAMS TO BE INSTALLED BELOW DECK TO ALLOW FOR 1' -4" MAXIMUM SPAN RE: STRUCTURAL Q F--- Q fi � QUO ORAL N6 NOTES: z THE FOLLOWING NOTES SHALL BE CON51PERED WHEN PREPARIN6 A TARGET z (a 0 ALLOWANCE FOR LANDSCAPE GRADING MODIFICATIONS FOR PPG 2015 PROJECT. THE O Q U PURPOSE 15 TO OVERCOME NEGATIVE DRAINAGE WITHIN 10' TO 15' IN AND AROUND 0 J EACH UNIT FOOTPRINT (I.E. LIVING AND 6ARA6E AREAS) BY UTILIZIN6 A COMBINATION Uj OF THE FOLLOH1NO LAND50APF GRADING WORK ITEMS: O > DI GENERALLY, NEGATIVE DRAINAGE SHOULD BE OVERCOME BY INGREA51N6 LO EXISTING GRADE AT UNIT FOOTPRINT NO MORE THAN 12" TO IS" OF RE- GRADING NO MORE THAN 10' TO 15' FROM UNIT FOOTPRINT; O • USE OF SUITABLE (NON -CLAY) IMPORT FILL MATERIAL SHOULD BE COMPACTED IN D AT 85% TO 10% DEN5ITY AND OVERLAIN WITH A 30 MIL DRAINAGE FABRIC, 4" TO b" BELOW FINISHED GRADE TO DIRECT DRAINAGE WITHOUT LOCAL SATURATION; • THI5 IN TURN MAY CAUSE THE DEPTH OF DE51ON DETAIL FLA5HIN05 AT UNIT PERIMETER GRADE LEVEL TO SHORTEN SOME b" TO 12" IN AFFECTED AREAS; • IN 50ME INSTANCES 15E OF A 4 -INCH- DIAMETER ADS PERFORATED DRAIN PIPE WRAPPED IN FILTER FABRIC AND SET IN A 12 -INCH- DIAMETER GRAVEL TRENCH BED AND D150HAROED AT ABOUT A 2% SLOPE TO DAYLIGHT TO NEAREST 'DOWN SLOPING' GRADE AREA. GUTTERS. DOWNSPOUTS $ HEAT TAFE NOTES: THE FOLLOWING NOTES SHALL BE CON51DF-RED WHEN PREPARING AN ADD ALTERNATE FOR PROJECT COSTS. THE VMDA DOCUMENTS INDICATE REMOVAL AND REINSTALLATION OF GUTTERS, DOWNSPOUTS AND HEAT TRACE COMPONENTS IN ORDER TO PROTECT THEM DURING CONSTRUCTION AND TO ALLOW FULL PAINT /STAIN COVERA&E OF FASCIA AND ADJACENT PRODUCTS. IN THE INSTANCE OF THI5 ADD ALTERNATE, PLEASE PROVIDE COSTS FOR: • NEW MATCHIN& GUTTERS, DOWNSPOUTS AND HEAT TRACE TO BE PROVIDED AND INSTALLED; • PROVIDE RAY -GHEM PRODUCTS WITH 5 HATT5 PER LINEAL FOOT IN ONE FOOT SPACED LOOPS, 5 FEET UP FROM &UTTERS WITH DOUBLE COVERA&E IN &UTTER5 AND DOHN5POUT5; • PROVIDE AN ALLOWANCE WITHIN THE ADD ALTERNATE TO POTENTIALLY INCREASE ELECTRIC CAPACITY WITH NEW SUB -PANEL PER YOUR ELECTRICIAN. GAULKS AND SEALANTS: SHALL BE A EXTERIOR &RAVE WATERPROOF 4 PAINTABLE PREMIUM POLYURETHANE BASED SEALANT. 50 YEAR DURABILITY. @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N EXTERIOR COLORS $ Q 4/29/2013 MATERIALS LE5END 1 03/08/2013 NEW STUCCO (I GOAT): 5TO POHERHALL STUCCO PRE - BLENDED, 1304 FIRST QUICKRETE - TYYEK HEATHER BARRIER RE: SPECS., 11/2" FLOOR PLAN 1 EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" QUICKRETE BASE GOAT STUCCO BASE, 5TO PRIMER/ADHE5IVE -B ACRYLIC BASE GOAT W EMBEDDED 5TO REINFORCIN& MESH, 5TO PRIMER SMOOTH WITH 5TO POHERHALL 5HIRL FINISH. COLOR - SAG HARBOR CRAY. 2 NEW HOOD 51DINO: Ixb R.S. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FINISH DETAILS. 3 NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. EX15TINO METAL ROOF 5HINCLE5: TO REMAIN -NO GHAN&E NO WORK. NEW DECK/BALGONY # GUARDRAILS: SHALL BE ROU614 SAWN CEDAR, STAINED. RE: DETAILS ON SHEET A6.1. NEW DECKING SHALL BE EVERCRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRESSURE TREATED. EXI5TIN6 HOOD SOFFIT 4 FASCIA AT ROOF: SHALL REMAIN AS 15 HITH NEH PAINT. -� WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. 3 ) 8 NEW OVERHEAD GARAGE DOOR: REMOVE EX15TINO AND INSTALL NEH THERMAGORE OVERHEAD DOOR WITH Ixb R.5. 3D CEDAR GLADDIN6, AND OPERATOR. Gf STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS 4 DOHN5POUT5: REMOVE EX15TINO DOHN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEH ADJACENT HALL FINISHES. GARDEN HALL: PATCH AND REPAIR EX15TINO STUCCO. 2 GOATS OF PAINT RE: PAINT SPECS SHEET TH. 2 ENTRY PATIO $ GARDEN PAVERS: EX15TINO PAVER SYSTEM SHALL REMAIN, RE -5ET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POHER -HASH $ SEAL WITH THO GOATS OF CLEAR MA50NRY SEALER. ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OHNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. V M- ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 DEG< REOU I REMENTS: � VECKIN6 VER&RAIN COMPOSITE DEGKIN6' I X b TO BE U5ED. 12' -0" LONG BOARDS MAX. 7 J STALL ALL EVERORAIN DEGKIN6 IN ACCORDANCE HITH TAMKO 'EVER&RAIN' Q INSTALLATION INSTRUCTIONS. Q ti COLOR TO BE GAPE GOD GREY FROM THEIR CLASSIC COLLECTION, GRAIN 51DE TO BE 0 Lo INSTALLED FACING UP. INSTALL WITH GAMO MARKSMAN PRO HIDDEN DECK FASTENING Cfl SYSTEM. ALL NEW DECK FRAMING TO BE PRESSURE TREATED. CV = W Op EVERCRAIN DEGKIN6 TO BE INSTALLED BY A CERTIFIED INSTALLER. PROVIDE Z L EVIDENCE OF SUCH QUALIFICATION WITH BID. 0 � 0 0 0 NEW BEAMS TO BE INSTALLED BELOW DECK TO ALLOW FOR 1' -4" MAXIMUM SPAN RE: STRUCTURAL Q F--- Q fi � QUO ORAL N6 NOTES: z THE FOLLOWING NOTES SHALL BE CON51PERED WHEN PREPARIN6 A TARGET z (a 0 ALLOWANCE FOR LANDSCAPE GRADING MODIFICATIONS FOR PPG 2015 PROJECT. THE O Q U PURPOSE 15 TO OVERCOME NEGATIVE DRAINAGE WITHIN 10' TO 15' IN AND AROUND 0 J EACH UNIT FOOTPRINT (I.E. LIVING AND 6ARA6E AREAS) BY UTILIZIN6 A COMBINATION Uj OF THE FOLLOH1NO LAND50APF GRADING WORK ITEMS: O > DI GENERALLY, NEGATIVE DRAINAGE SHOULD BE OVERCOME BY INGREA51N6 LO EXISTING GRADE AT UNIT FOOTPRINT NO MORE THAN 12" TO IS" OF RE- GRADING NO MORE THAN 10' TO 15' FROM UNIT FOOTPRINT; O • USE OF SUITABLE (NON -CLAY) IMPORT FILL MATERIAL SHOULD BE COMPACTED IN D AT 85% TO 10% DEN5ITY AND OVERLAIN WITH A 30 MIL DRAINAGE FABRIC, 4" TO b" BELOW FINISHED GRADE TO DIRECT DRAINAGE WITHOUT LOCAL SATURATION; • THI5 IN TURN MAY CAUSE THE DEPTH OF DE51ON DETAIL FLA5HIN05 AT UNIT PERIMETER GRADE LEVEL TO SHORTEN SOME b" TO 12" IN AFFECTED AREAS; • IN 50ME INSTANCES 15E OF A 4 -INCH- DIAMETER ADS PERFORATED DRAIN PIPE WRAPPED IN FILTER FABRIC AND SET IN A 12 -INCH- DIAMETER GRAVEL TRENCH BED AND D150HAROED AT ABOUT A 2% SLOPE TO DAYLIGHT TO NEAREST 'DOWN SLOPING' GRADE AREA. GUTTERS. DOWNSPOUTS $ HEAT TAFE NOTES: THE FOLLOWING NOTES SHALL BE CON51DF-RED WHEN PREPARING AN ADD ALTERNATE FOR PROJECT COSTS. THE VMDA DOCUMENTS INDICATE REMOVAL AND REINSTALLATION OF GUTTERS, DOWNSPOUTS AND HEAT TRACE COMPONENTS IN ORDER TO PROTECT THEM DURING CONSTRUCTION AND TO ALLOW FULL PAINT /STAIN COVERA&E OF FASCIA AND ADJACENT PRODUCTS. IN THE INSTANCE OF THI5 ADD ALTERNATE, PLEASE PROVIDE COSTS FOR: • NEW MATCHIN& GUTTERS, DOWNSPOUTS AND HEAT TRACE TO BE PROVIDED AND INSTALLED; • PROVIDE RAY -GHEM PRODUCTS WITH 5 HATT5 PER LINEAL FOOT IN ONE FOOT SPACED LOOPS, 5 FEET UP FROM &UTTERS WITH DOUBLE COVERA&E IN &UTTER5 AND DOHN5POUT5; • PROVIDE AN ALLOWANCE WITHIN THE ADD ALTERNATE TO POTENTIALLY INCREASE ELECTRIC CAPACITY WITH NEW SUB -PANEL PER YOUR ELECTRICIAN. GAULKS AND SEALANTS: SHALL BE A EXTERIOR &RAVE WATERPROOF 4 PAINTABLE PREMIUM POLYURETHANE BASED SEALANT. 50 YEAR DURABILITY. @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N ■ 1 Q 4/29/2013 W 5/17/2013 1 03/08/2013 1: 1 1304 FIRST LEVEL FLOOR PLAN 1 A1.1 UNIT 1 AND 2 O O r kis lt6' V O O O T O 0 UNIT�I UNIT�2 O O O O O 3.2 z.z O O O w0m], 1646 0 WA I III 50ALE: 1/ 4" = I' - O" 0 O FBI O O O 0 EXTERIOR COLORS $ MATERIALS LEGEND NEH STUCCO (I GOAT): 5TO POHERHALL 5TJCCO PRE - BLENDED, QUICKRETE - TYVEK HEATHER BARRIER RE: SPECS., 1 1/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" QUICKRETE BASE GOAT STUCCO BASE, 5TO PRIMER/ADHE5IVE -B ACRYLIC BASE GOAT H/ EMBEDDED 5TO REINFORCING ME514, 5TO PRIMER SMOOTH WITH 5TO POHERHALL 5HIRL FIN15H. COLOR - 5AG HARBOR GRAY. 2 NEW HOOD 510ING: Ixb R.5. CHANNEL LAP CEDAR 51DIN6 OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FIN15H DETAILS, NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAIL5. 4 EXISTING METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE 4 NO WORK. NEW DECK/BALCONY $ GUARDRAILS: 5HALL BE ROUGH SAWN GEDAR, STAINED. RE: DETAIL5 ON 5HEET Ab.l. NEW DECKING 5HALL BE EVERGRAIN, CLA55I0 COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FA5TENER5. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING HOOD SOFFIT 4 FA5GIA AT ROOF: 5HALL REMAIN A515 WITH NEW PAINT. WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RE5ET. NEW OVERHEAD GARAGE DOOR, REMOVE EXISTING AND 8 IN5TALL NEW THERMACORE OVERHEAD DOOR H1TH Ixb R.5. CEDAR CLADDING, AND OPERATOR. G� STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTER5 $ DOHN5POUT5: REMOVE EXISTING DOHN51OUT5 A5 O NEGE55ARY AND REINSTALL AFTER BUILDING I MPROVEMENT5 COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. GARDEN HALL: PATCH AND REPAIR EXISTING STUCCO. 2 COATS OF PAINT RE: PAINT 5PEC'S 5HEET TH. ENTRY PATIO I GARDEN PAVER5: EXISTING PAVER 5Y5TEM 2 5HALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR CRACKED PAVER5, REGROUP A5 NEGE55ARY, POHER -HASH $ 5EAL WITH TWO GOATS OF CLEAR MA50NRY 5EALER. 3 ADDITIONAL IN5ULATION: ADD INSULATION, COORDINATE WITH OWNER $ OHNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR 5PECIFICATION5 ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL IN5TALLATION OF PROP05ED MATERIALS. Design Review Staff Approval TOWN By Warren Campbell at 1:47 pm, Jun 12, 2013 u W ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved m ■ 1 Q 4/29/2013 W 5/17/2013 1 03/08/2013 1: 1 �o SECOND LEVEL FLOOR CUD 0Lo A1.2 CV W Co ovoo Q ~U) 0 < �QoO� o z d. z U)0 �OOU Q QC)> 0 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N ■ 1 Q 4/29/2013 W 5/17/2013 1 03/08/2013 1: 1 1304 SECOND LEVEL FLOOR PLAN 1 A1.2 UNIT 1 AND 2 5EGOND LEVEL 8243.x8' F I RST LEVEL 8234.78' CVIGTIAIG /L1IAAAICVG -r^ t= MAIAI'Mn UN T =2 UN T= CVIGTIAI/' 1*U1UAICYG T/1 mr: OAIAITCPI EL CONTROL JOINTS: REFERENCE A5TM G 1063 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS- GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NG A SINGLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CA51NO BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION 5PACING SHALL BE NOT LE55 THAN 118 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXP05URE RANGE AND SHALL BE IN CONFORMANCE WITH 1.10.1.4. 7.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN HALLS TO DELINEATE AREAS NOT MORE THAN 144 FT' AND TO DELINEATE AREAS NOT MORE THAN 100 FT2 FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGE5 DIRECTION. 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR HALL. 1.11.4.4 HALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EXISTING Ix TRIM TO REMAIN EXISTING 2x F TO REMAIN EXISTING SOFFIT VENT TO REMAIN CAULK BEAD NEW 2x10 CEDAR FREEZE BOARD NEW 1/2" PLYWOOD SPACER NEW 1 1/2" EXTRUDED FOAM INSULATION NEW IXS CEDAR LAP 51DINO EXISTING ROOF A55EMBLY TO REMAIN EXISTING 2x SPACER TO REMAIN EXISTING PLYWOOD EXISTING 2x 5TUDHALL TO REMAIN TYVEK, HEATHER BARRIER - RE: SPEC. (/, 5OFFIT D TA IL N / �51�IN� 50ALE: 1 1/2" = 1'- O" LEVEL 3' -E\/EL 3' EXISTING Ix Ti' TO REMAIN EXISTING 2x f TO REMAIN EXISTING 5OF VENT TO REM, CAULK BEAD NEW 2x10 GEL FREEZE BOAS NEW 1/2" PLYY CA51 NG BEAD NEW 1 1/2" EX1 INSULATION NEW STUCCO TYVEK, WEATF LAN urNIIINIL.111 RE: SPEC_ V EXTERIOR COLORS $ MATERIALS LEGEND NEW STUCCO (I GOAT): 5TO POHERHALL STUCCO PRE - BLENDED, QUICKRETE - TYVEK WEATHER BARRIER RE: SPECS., 11/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" QUIGKRETE BASE GOAT STUCCO BASE, 5TO PRIMER/ADHE5IVE -5 ACRYLIC, BASE GOAT H/ EMBEDDED 5TO REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POHERHALL 5HIRL FINISH. COLOR - SAG HARBOR GRAY. 2 NEW WOOD 51DINO: Ix(6 R.5. CHANNEL LAP CEDAR 51DIN6 OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL FIN15H DETAILS. 3 NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. EXISTING METAL ROOF 5HINGLE5: TO REMAIN -NO GHANGE 4 NO WORK. NEW DECK/BALCONY 4 GUARDRAILS: SHALL BE ROUGH SAWN CEDAR, STAINED. RE: DETAILS ON SHEET Ab.1. NEW DEGKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING WOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. Gf STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS $ DOWN5POUT5: REMOVE EXISTING DOHN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT 5PEC'5 SHEET TH. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER 5Y5TEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH s SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER 4 OHNNER'5 REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 SOFFIT DETAIL W/ STUUGO 50ALE: 1 1/2" = I' - O" Design Review Staff Approval � � � L By Warren Campbell at 1:48 pm, Jun 12, 2013 TOWN 970.949.5200 vmda @vmda.com FAX 949.5205 :OPYRIGHT Victor Mark Donaldson Architects All Rights Reserved Q 4/29/2013 W 5/17/2013 1 03/08/2013 1: 1 1304 EXTERIOR ELEVATIONS 1 A2.1 UNIT 1 AND 2 VQ OLo N LJ oo oV0° ~U) 0 Q �Qory Q z U)O ° z �ooC) Lij 0� J Q O LO > O :OPYRIGHT Victor Mark Donaldson Architects All Rights Reserved Q 4/29/2013 W 5/17/2013 1 03/08/2013 1: 1 1304 EXTERIOR ELEVATIONS 1 A2.1 UNIT 1 AND 2 I" X 2 1/2" TUBE STE 1/2" 50. WROUGHT If 4 1/4" O.G. 2X6 R5 CEDAR TRI I" X 2 1/2" TUBE STE EXISTING DECKING NEW GUTTER AND D RAILING DERAIL YALE: 1/ 2" = I' - o' 3/16" X 2 1/2" X I" TUBE STEEL RE: STRUCTURAL 1/2" LAG BOLT (TYP) RE: 5TRUCTURAL 3116" ANGLE IRON RE: STRUCTURAL Y2" 50. WROUGHT IRON BALUSTERS m 4 1/4" O.G., WELDED TO TOP 4 BOTTOM RAIL5 RE: STRUCTURAL 3116" ANGLE IRON RE: STRUCTURAL 1/2" LAO BOLT (TYP) RE: STRUCTURAL 3116" X 2 1/2" X I" TUBE STEEL RE: STRUCTURAL EXISTING DECKING (VERIFY CONDITION NOTIFY ARCHITECT WTIH GONGERN5) ° EXISTING DECK MEMBRANE (VERIFY CONDITION $ NOTIFY ARCHITECT WTIH CONCERNS) EXISTING SLEEPERS NEW METAL FLASHING W/ DRIP EDGE NEW GUTTER W/ DOWNSPOUT EXISTING DECK FRAMING NEW 2X6 RS CEDAR TRIM RAILING DETAIL 5GALE: 1/ 2" = I' - 0" 3 A2.2 EXISTING ROOFING AND ROOF FLASHING TO REMAIN, NO CHANGE TRAPAZOID WINDOW SQUARED UP OL SECOND LEVEL _ 8241.58' F I RST LEVEL 8252.13' HORIZONTAL MULLIONS ♦ 1.2.F 1.2.E ♦ �1.2•IJ I I SECOND LEVEL 824138' - - - - - - - - - - - - - - F I RST LEVEL 2 C I.I.E I.I.D ii i i ii I.O.B i i I.O.A ii I I BASEMENT LEVEL 822558' II F_ J L L - - -J EX15TINO CHIMNEYS TO BE PAINTED, 2 GOATS OF PAINT, RE: PAINT SPEC'S TH MWIEW EXISTING CHIMNEYS TO BE PAINTED, EXTERIOR GOL=OF,5 2 COAT5 OF PAINT, RE: PAINT SPEC'S TH MATERIALS LEGEND NEW STUCCO (I GOAT): 5TO POWERWALL 5TUGGO PRE - BLENDED, OUIGKRETE - TYVEK WEATHER BARRIER RE: SPECS., 11/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" GUIGKRETE BASE GOAT STUCCO BASE, 5TO PRIMER/ADHE5IVE -B ACRYLIC, BASE GOAT W/ EMBEDDED 5TO REINFORGING MESH, 5TO PRIMER SMOOTH WITH 5TO POWERWALL SWIRL FINISH. COLOR - SAG HARBOR GRAY. 2 NEW WOOD SIDING: Ixb R.5. CHANNEL LAP CEDAR 5101NO OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL FIN15H DETAILS. 6 3 NEW 2x R5 CEDAR WOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. 6 10 4 EXISTING METAL ROOF 5HINOLE5: TO REMAIN -NO CHANGE 4 NO WORK. NEW DECK/BALCONY 4 6UARDRAIL5: SHALL BE ROUGH SAWN �J CEDAR, STAINED. RE: DETAILS ON SHEET A6.1. NEW DECKING O SHALL BE EVERGRAIN, CLASSIC COLLECTION, GOLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING WOOD SOFFIT 4 FASCIA AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND 2.2.6 RESET. 3 NEW OVERHEAD OARAOE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR GLADDINO, AND OPERATOR. 1.1.6 I.I.F Gi STUCCO SOFFIT ABOVE, RE: DETAIL(5) I.I.H :11:]E :111 1.1.2 OUTTER5 $ DOWN5POUT5: REMOVE EXISTING DOWN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. 3 NEW STUCCO B PEDESTAL / WALL GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 W/ STONE GAP I I GOATS OF PAINT RE: PAINT SPEC'S SHEET TH. RE:: DETAILS ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM ° I2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH & SEAL WITH TWO GOAT5 OF CLEAR MASONRY SEALER. ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OWNNER'5 REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE RIGHTE U N = 1 U _T=2 BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. 50ALE: 1/ 4" = 1' - 0" CONTROL JOINTS: REFERENCE A5TM G 1063 1.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS- GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NO A 51NOLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASINO BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASINO BEADS. THE SEPARATION 5PAGIN6 SHALL BE NOT LE55 THAN I/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXP05URE RANGE AND SHALL BE IN CONFORMANCE WITH 1.10.1.4. 1.11.4.1 CONTROL JOINTS- CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT' AND TO DELINEATE AREAS NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILIN65, CURVES, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE O CEILING FRAMING OR FURRING CHANGE5 DIRECTION. 1.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. 7.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. 6 10 I01i�OT � j 2 HORIZONTAL MULLIONS REMOVED 3 SECOND LEVEL 8243.8' A 3 S .46.3 SIM. 3 2.O.B 9 .46.3 Sim. O O 1- -I - II F_ _J L7 - L - - -J UN = 1 17 rk U T =2 REAR ELEVATION 50ALE: 1/ 4" = I' - 0" :y K I Z3 I L) - - - - - - - NEW STUCCO PEDESTAL / WALL W/ STONE GAP RE: DETAILS _ FIRST LEVEL 8254.rt8' BASEMENT LEVEL 8226.03' Design Review Staff Approval T By Warren Campbell at 1:48 pm, Jun 12, 2013 OF V M- ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 F C OP YRI G HT Victor Mark Donaldson Architects All Rights Reserved Q 4/29/2013 W 5/17/2013 03108/2013 t 1304 EXTERIOR ELEVATIONS a A2.2 9 UNIT 1 AND 2 VQ 0Lo N = LJ 00 oV00 Q U C z 0 0 z �ooC) (aJ Lij 0� J Q O LO > O F C OP YRI G HT Victor Mark Donaldson Architects All Rights Reserved Q 4/29/2013 W 5/17/2013 03108/2013 t 1304 EXTERIOR ELEVATIONS a A2.2 9 UNIT 1 AND 2 6 O O O 00 O SILL ®OR BELOW GRADE 1 NEW WINDOW WELL GRATE t LADDER BY "DYNE, INC" OR UJ 5 EQUAL. COMPLY WITH 8310.2 $ WINDOW WELL R310.4 OF THE 2012 IRO. N-4 RE: CODE REVIEW A51 14.O.D W Ck Q O O - O - I C ARAO E 2 101 V-I 1 LU a d N SILL ABOVE GRADE BEDROOM 101 UP I� ENTRY 101 14.0.1 O" IMM30 M-011 i I r. .46.4 LINE O p0" 12 OAS METER OAS METER 51LL ABOVE GRADE ! 4 ! .46.4 ! ! m! i d v ! 0 O ! z _T_ �I ! LINE OF CANILEVERED ! FLOOR ABOVE ! II / LINE OF CANTILEVERED / wALL ABOVE I BEDROOM 101 14.0.5 C14.O.0 ! � 5 ! .46.4 .46 D ELEGTRIG METER ELEGTRIG METER 0 111 IL — CAA AC E 1101 I I I — BEDROOM 101 �J SILL a OR BELOW GRADE 0 8 SILL ABOVE GRADE 42.1 0 UST = UST =5 UP (D NEW 2 PANEL WINDOW WELL GRATE BY "DYNE, INC" OR EQUAL. COMPLY WITH R310.2 $ R310.4 OF THE 2012 IRO. RE: CODE REVIEW A51 - I WINVO) jw WELL UJ 13.0.E (�iE) b- ENTR'-r 101 — BEDROOM 101 Oil I 13.0.5 C3.O.0 �1 ! 7 5 !46.4 X46 LOOR ABOVE 5 0 OR BELOW GRADE 12 O O �i I 10 I LINE OF CANTII FLOOR ABOVE .J .j I I N: B �O N O - O O ! ! ! 2 o! d w D !0 z! O ! �_ W ✓FRED I� 0 Q LINE OF CANTILEVERED DECK ABOVE m o NEW WALL ADDITION m ABOVE I I I I 0 �O Design Review Staff Approval OL TOWN ,� By Warren Campbell at 1:48 pm, Jun 12, 2013 BASEMENT LEVEL FLOOR PLAN. 50ALE: I / 4" = I' - O" @COPYRIGHT EXTERIOR COLORS $ ON 1 MATERIALS LEOEND 1 4/4/2013 NEW STUCCO (I GOAT): 5TO POWERWALL STUCCO PRE - BLENDED, 1309 BASEMENT LEVEL QUIGKRETE - TYVEK WEATHER BARRIER RE: 5PE05., 1 1/2" PLAN Lo EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, Z LU 1/2" QUICKRETE BA5E GOAT STUCCO BASE, 5TO 0 z PRIMER/ADHE5IVE -B ACRYLIC BASE GOAT W/ EMBEDDED 5TO Q REINFORCING MESH, 5TO PRIMER SMOOTH WITH STO POWERWALL �Q Z0 SWIRL FIN15H. COLOR - 5AG HARBOR GRAY. 2 NEW WOOD SIDING: Ixb R.5. CHANNEL LAP CEDAR 51DINO z �O OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL U FINISH DETAILS. LU J NEW 2x R5 CEDAR WOOD TRIM AND RIM JO15T5: ARCHITECTURE RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. PLANNING EXISTING METAL ROOF 5HIN6LE5: TO REMAIN -NO CHANGE 4 INTERIORS NO WORK. SINCE 1977 NEW DECK/BALCONY I GUARDRAILS: SHALL BE ROUGH SAWN CEDAR, STAINED. RE: DETAILS ON SHEET Ab.1. NEW DECKING ARCHITECTS SHALL BE EVERGRAIN, CLASSIC COLLECTION, GOLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FA5TENER5. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. g O W BENCHMARK R O A D 6 EXISTING WOOD SOFFIT $ FA501A AT ROOF: SHALL REMAIN SUITE 207 A5 15 WITH NEW PAINT. B 0 X 5 3 0 0 -7 WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. AVON, CO 81620 NEW OVERHEAD GARAGE DOOR: REMOVE EXI5TING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ix6 R.5. CEDAR CLADDING, AND OPERATOR. 9 7 0.9 4 9.5 2 0 0 STUCCO SOFFIT ABOVE, RE: DETAIL(5) vmda@vmda.com GUTTER5 $ DOWN5POUT5: REMOVE EXISTING DOWN5POUT5 A5 FAX 9 4 9 5 2 0 5 O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS . COMPLETION, PAINT TO MATCH NEW ADJACENT WALL FIN15HE5. GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 COATS OF PAINT RE: PAINT 5PEC'S SHEET TH. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER 5Y5TEM I2 SHALL REMAIN, RE -SET LO05E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NEGE55ARY, POWER -WASH $ 5EAL WITH TWO COATS OF CLEAR MASONRY SEALER. 13 ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER 4 OWNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. �O Design Review Staff Approval OL TOWN ,� By Warren Campbell at 1:48 pm, Jun 12, 2013 BASEMENT LEVEL FLOOR PLAN. 50ALE: I / 4" = I' - O" @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N 1 L4/29/2013 W 5/17/2013 1 4/4/2013 1: 1 1309 BASEMENT LEVEL v0 PLAN Lo d' Z LU 00 0 z z0 Q �Q Z0 Z Q O z �O U) U LU J Qo> O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N 1 L4/29/2013 W 5/17/2013 1 4/4/2013 1: 1 1309 BASEMENT LEVEL FLOOR PLAN 1 A1.0 UNIT 13 AND 14 2 V_2 0 O O O 0 O O O 00 O O A� EXTERIOR COLORS $ MATERIALS LE5END NEW STUCCO (I GOAT): 5TO POWERHALL STUCCO PRE - BLENDED, OUICKRETE - TYVEK HEATHER BARRIER RE: SPECS., 11/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, O 1/2" OUIGKRETE BASE GOAT STUCCO BASE, 5TO PRIMER/ADHE5IVE -5 ACRYLIC, BASE GOAT W EMBEDDED 5TO REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POWERHALL SWIRL FINISH. COLOR - SAG HARBOR GRAY. 2 NEW HOOD 51DINO: Ixb R.S. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FINISH DETAILS. NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. EXISTING METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE 8 NO WORK. NEW DECK/BALCONY 4 GUARDRAILS: SHALL BE ROUGH SAWN rj CEDAR, STAINED. RE: DETAILS ON SHEET Ab.1. NEW DECKING SHALL BE EVERORAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING HOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN AS IS WITH NEW PAINT. -� HINDOW5 AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. OB NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMACORE OVERHEAD DOOR WITH Ixb R.S. CEDAR CLADDING, AND OPERATOR. G� STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS 4 DOHN5POUT5: REMOVE EXISTING DOHN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. GARDEN HALL: PATCH AND REPAIR EXISTING STUCCO. 2 OI I GOATS OF PAINT RE: PAINT 5PEC'5 SHEET TH. G ENTRY PATIO $ GARDEN PAVERS: EX15TINO PAVER SYSTEM I2 SHALL REMAIN, RE -5ET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER-HASH $ SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. Op 13 ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OWNNER'5 REP. OE REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE IBUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. I I 2 X42.1 I DEG< REOUIREMENTS: I O 'EVERORAIN COMPOSITE DECKING' I X 6 TO BE USED. 12' -0" LONG BOARDS MAX. I INSTALL ALL EVERORAIN DECKING IN ACCORDANCE WITH TAMKO 'EVERGRAIN' DECKING INSTALLATION INSTRUCTIONS. ICOLOR TO BE GAPE GOD GREY FROM THEIR CLASSIC COLLECTION, GRAIN 51DE TO BE O INSTALLED FACING UP. INSTALL WITH GAMO MARKSMAN PRO HIDDEN DECK FA5TENIN6 SYSTEM. ALL NEH DECK FRAMING TO BE PRE55URE TREATED. I EVERORAIN DECKING TO BE INSTALLED BY A CERTIFIED INSTALLER. PROVIDE EVIDENCE OF SUCH QUALIFICATION WITH BID. O NEH BEAMS TO BE INSTALLED BELOH DECK TO ALLOW FOR 1' -4" MAXIMUM SPAN I RE: STRUCTURAL 1 GRADING NOTES: THE FOLLOWING NOTES SHALL BE GON51DERED WHEN PREPARING A TARGET ALLOWANCE FOR LANDSCAPE GRADING MODIFICATIONS FOR PPG 2013 PROJECT. THE PURPOSE 15 TO OVERCOME NEGATIVE DRAINAGE WITHIN 10' TO 15' IN AND AROUND EACH UNIT FOOTPRINT (I.E. LIVING AND GARAGE AREAS) BY UTILIZING A COMBINATION OF THE FOLLOWING LANDSCAPE GRADING WORK ITEMS: O GENERALLY, NEGATIVE DRAINAGE SHOULD BE OVERCOME BY INCREASING EXISTING GRADE AT UNIT FOOTPRINT NO MORE THAN 12" TO IS" OF RE- GRADING NO MORE THAN 10' TO 15' FROM UNIT FOOTPRINT; • USE OF SUITABLE (NON -CLAY) IMPORT FILL MATERIAL SHOULD BE COMPACTED IN AT ,55% TO clO% DENSITY AND OVERLAIN WITH A 30 MIL DRAINAGE FABRIC, 4" TO 6" BELOW FIN15HED GRADE TO DIRECT DRAINAGE WITHOUT LOCAL SATURATION; • THI5 IN TURN MAY CAUSE THE DEPTH OF DE51ON DETAIL FLA5HIN65 AT UNIT PERIMETER GRADE LEVEL TO SHORTEN SOME 6" TO 12" IN AFFECTED AREAS; • IN 50ME INSTANCES U5E OF A 4 -INCH- DIAMETER ADS PERFORATED DRAIN PIPE WRAPPED IN FILTER FABRIC AND SET IN A 12 -INCH- DIAMETER GRAVEL TRENCH BED AND DISCHARGED AT ABOUT A 2% SLOPE TO DAYLIGHT TO NEAREST 'DOWN 5LOPINO' GRADE AREA. GUTTERS, DONNSFOUTS $ HEAT TAPE O NOTES: THE FOLLOWING NOTES SHALL BE CON51DERED WHEN PREPARING AN ADD ALTERNATE FOR PROJECT COSTS. THE VMDA DOCUMENTS INDICATE REMOVAL AND REINSTALLATION OF 6UTTER5, DOHN5POUT5 AND HEAT TRACE COMPONENTS IN ORDER TO PROTECT THEM DURING CONSTRUCTION AND TO ALLOW FULL PAINT /STAIN O COVERAGE OF FASCIA AND ADJACENT PRODUCTS. IN THE INSTANCE OF THI5 ADD ALTERNATE, PLEASE PROVIDE COSTS FOR: • NEW MATCHING GUTTER5, DOHN5POUT5 AND HEAT TRACE TO BE PROVIDED AND INSTALLED; • PROVIDE RAY -CHEM PRODUCTS WITH 8 WATTS PER LINEAL FOOT IN ONE FOOT OSPACED LOOPS, 3 FEET UP FROM GUTTER5 WITH DOUBLE COVERAGE IN GUTTER5 L AND DOHN5POUT5; • PROVIDE AN ALLOWANCE WITHIN THE ADD ALTERNATE TO POTENTIALLY INCREASE ELECTRIC, CAPACITY WITH NEW 5UB -PANEL PER YOUR ELECTRICIAN. CAULKS AND SEALANTS: AFA Approval UNIT= T= TOWN - By Warren Campbell at 1:48 pm, Jun 12, 2013 OF VAIL SHALL BE A EXTERIOR GRADE WATERPROOF 6 PAINTABLE PREMIUM POLYURETHANE BASED SEALANT. 50 YEAR DURABILITY. V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N 1 L4/29/2013 W 5/17/2013 1 4/4/2013 1: 1 1309 FIRST CUD 0Lo 1 A1.1 UNIT 13 AND 14 w QD QQ C) Z �- 00 Q � Z0 Q Z Q 0 �OLU Z U) U J 41ct O > O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N 1 L4/29/2013 W 5/17/2013 1 4/4/2013 1: 1 1309 FIRST LEVEL FLOOR PLAN 1 A1.1 UNIT 13 AND 14 2 .42.2 (D O O O 0 0 14.2.8 14.2.G O 00 I O O .42.2 O O 1 O O �2.1 O UNIT =14 UNIT =13 O O O EXTE IO COLORS $ MATERIALS LE5END NEW STUCCO (I GOAT): 5TO POWERWALL STUCCO PRE - BLENDED, GUICKRETE - TYVEK WEATHER BARRIER RE: 5PEG5., 11/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" OUICKRETE BASE GOAT STUCCO BASE, 5TO O PRIMER/ADHE5IVE -B ACRYLIC BASE GOAT W/ EMBEDDED 5TO REINFORCING ME5H, 5TO PRIMER SMOOTH WITH 5TO POWERWALL SWIRL FIN15H. COLOR - 5A& HARBOR &RAY. 2 NEW WOOD 51DINO: Ixb R.5. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL FIN15H DETAILS. NEW 2x R5 CEDAR WOOD TRIM AND RIM J0I5T5: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. EXISTING METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE 4 NO WORK. NEW DECK/BALCONY I GUARDRAILS: SHALL BE ROUGH SAWN J CEDAR, STAINED. RE: DETAILS ON SHEET A6.1. NEW DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING WOOD SOFFIT $ F650I6 AT ROOF: SHALL REMAIN A5 15 WITH NEW PAINT. WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RE5ET. NEW OVERHEAD GARAGE DOOR: REMOVE EX15TINO AND O 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. Gi 5T000O SOFFIT ABOVE, RE: DETAIL(5) GUTTERS 4 DOWNSPOUTS: REMOVE EXI5TIN6 DOWNSPOUTS A5 O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 I I GOATS OF PAINT RE: PAINT SPECS SHEET TH. O ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM I2 SHALL REMAIN, RE -SET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NEGE55ARY, POWER -WASH ff SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. I � ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER ff OWNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFIC ATIONS ON ALL O COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. E) O LOW I OUTSIDE FAGS O WALL BELOW I O Design Review Staff Approval �� f j By Warren Campbell at 1:48 pm, Jun 12, 2013 2 .42.1 (D ( 01 SECjOND LEVEL FLOOR PLAN V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda.com FAX 949.5205 vow d- = w ao oVoo z��Q aQ °o Z Z �U �O J Q O > O ©COPYRIGHT Victor Mark N Donaldson Architects All Rights Reserved 1 L4/29/2013 W 5/17/2013 1 � 4/4/2013 1: 1 1309 SECOND LEVEL FLOOR PLAN 1 A1.2 UNIT 13 AND 14 GUTTERS 4 DOWNSPOUTS: REMOVE EXI5TIN6 DOWNSPOUTS A5 O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 I I GOATS OF PAINT RE: PAINT SPECS SHEET TH. O ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM I2 SHALL REMAIN, RE -SET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NEGE55ARY, POWER -WASH ff SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. I � ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER ff OWNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFIC ATIONS ON ALL O COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. E) O LOW I OUTSIDE FAGS O WALL BELOW I O Design Review Staff Approval �� f j By Warren Campbell at 1:48 pm, Jun 12, 2013 2 .42.1 (D ( 01 SECjOND LEVEL FLOOR PLAN V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda.com FAX 949.5205 vow d- = w ao oVoo z��Q aQ °o Z Z �U �O J Q O > O ©COPYRIGHT Victor Mark N Donaldson Architects All Rights Reserved 1 L4/29/2013 W 5/17/2013 1 � 4/4/2013 1: 1 1309 SECOND LEVEL FLOOR PLAN 1 A1.2 UNIT 13 AND 14 ATIONS ON ALL O COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. E) O LOW I OUTSIDE FAGS O WALL BELOW I O Design Review Staff Approval �� f j By Warren Campbell at 1:48 pm, Jun 12, 2013 2 .42.1 (D ( 01 SECjOND LEVEL FLOOR PLAN V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970,949.5200 vmda @vmda.com FAX 949.5205 vow d- = w ao oVoo z��Q aQ °o Z Z �U �O J Q O > O ©COPYRIGHT Victor Mark N Donaldson Architects All Rights Reserved 1 L4/29/2013 W 5/17/2013 1 � 4/4/2013 1: 1 1309 SECOND LEVEL FLOOR PLAN 1 A1.2 UNIT 13 AND 14 ©COPYRIGHT Victor Mark N Donaldson Architects All Rights Reserved 1 L4/29/2013 W 5/17/2013 1 � 4/4/2013 1: 1 1309 SECOND LEVEL FLOOR PLAN 1 A1.2 UNIT 13 AND 14 SECOND LEV 8267.46 OL F I RST LEVEL 8258.31' BASEMENT L 8241.36 EXISTING CHIMNEYS TO BE PAINTED, 2 GOATS OF PAINT, RE: PAINT 5PEG'S, SHEET TH 211111.11MV SECOND LEVEL 8267.46 F I R5T LEVEL 5255.31' I I LINE OF EXI5TING GARDEN HALL T LEVEL i UNIT =I4 UNIfi�l3 EXI5TING ROOFING AND ROOF L.L 1\ FLA5HIN6 TO REMAIN, NO CHANGE REMOVE L I 'PEI IL N L%L=�_imw O FRONT ELEVATION 5GALE: 1/ 4" = I' - O" 13.1.1 13.1.E 13.I.M 13.I.N O Wm 14.1 .J :141.2 O UNIT-1`5 �� UNIT —I4 rn_"� RIGHT ELEVATION 50ALE: 1/ 4" = I' - O" J EXTERIOR COLORS $ CONTROL JOINT5: REFERENCE A5TM G 1063 7.10.1.4 LATH 5HALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT 5HALL BE STOPPED AND TIED AT EACH 51DE. 7.11.4 CONTROL JOINTS - GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NO A 51NOLE PREFABRICATED MEMBER OR FABRICATED BY IN5TALLING CA51N6 BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION SPACING 5HALL BE NOT LF-55 THAN I/8 IN. OR A5 REQUIRED BY THE ANTICIPATED THERMAL F-XP05URE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 7.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS 5HALL BE INSTALLED IN HALLS TO DELINEATE AREA5 NOT MORE THAN 144 FT AND TO DELINEATE AREAS NOT MORE THAN 100 FT FOR ALL HORIZONTAL APPLICATIONS, THAT 15, GEILING5, CURVE5, OR ANGLE TYPE 57RUCTURE5. 7.11.4.2 THE P15TANCE BETWEEN CONTROL JOINTS 5HALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH- TO -HIDTH RATIO OF 22 TO I. A CONTROL JOINT 5HALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. 7.11.4.3 A CONTROL JOINT 5HALL BE INSTALLED WHERE AN EXPANSION JOINT OCCUR5 IN THE BA5E EXTERIOR HALL. 7.11.4.4 HALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CON5IDERED A5 CONTROL JOINTS. EXI5TING Ix Ti; TO REMAIN SECOND LEVEL 8267.46 EXI5TING 2x F TO REMAIN 14.1.1 14.I.H 14.1.6 EXI5TING 5OF' OVENT TO REM, CAULK BEAD NEW 2x10 CEG FREEZE BOAR FIRST LEVELyy 1/2° PLYV 828.31 CA51NO BEAD NEW 1 1/2" EX7 I N5ULATI ON NEW STUCCO TYVEK, WEATh�� un�Ri1 RE: SPEC, BASEMENT LEVEL 8241.36 (�z l EAVE DETAIL @ STUGGO. Design Review Staff Approval + By Warren Campbell at 1:48 pm, Jun 12, 2013 TOWN OF VA 50ALE: 1 1/2" = I' - O" V M- ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 m MATERIALS LEGEND NEW STUCCO (I GOAT): 5TO POHERHALL 5TUGCO PRE - BLENDED, QUICKRETE - 7YVEK HEATHER BARRIER RE: 5PEG5., 11/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, v0 1/2" QUICKRETE BASE GOAT 5TUCGO BA5E, 5TO Lo d' PRIMER/ADHE5IVE -5 ACRYLIC BA5E GOAT H/ EMBEDDED 5TO W Q0 00 REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POHERHALL SWIRL FIN15H. COLOR - 5AG HARBOR GRAY. Q 2 NEW HOOD 51DINO: Ixb R.5. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL Z Q 0 FIN15H DETAIL5. 3 NEW 2x R5 CEDAR HOOD TRIM AND RIM J015T5: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAIL5. J EXISTING METAL ROOF 5HIN6LE5: TO REMAIN -NO CHANGE NO WORK. NEW DECK/BALCONY 4 GUARDRAIL5: SHALL BE ROUGH 5AHN O CEDAR, STAINED. RE: DETAILS ON SHEET Ab.1. NEW DECKING 5HALL BE EVERGRAIN, GLA5510 COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED HITH HIDDEN FASTENERS. ALL NEH DECK FRAMING TO BE PRE55URE TREATED. SECOND LEVEL 8267.46 EXI5TING HOOD 5OFFIT 4 F650I6 AT ROOF: 5HALL REMAIN A5 15 WITH NEW PAINT. -� HINDOH5 AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXI5TING AND 8 INSTALL NEW THERMACORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. G� 5TUCCO SOFFIT ABOVE, RE: DETAIL(5) FIRST LEVEL GUTTER5 $ DOHN5POUT5: REMOVE EXI5TING DOHN5POUT5 A5 828.31 O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FIN15HE5. GARDEN HALL: PATCH AND REPAIR EXI5TING 5TU000. 2 COATS OF PAINT RE: PAINT 5PEC'S SHEET TH. ENTRY PATIO $ GARDEN PAVERS: EXI5TING PAVER 5Y5TEM 2 5HALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR CRACKED PAVER5, REGROUP A5 NEGE55ARY, POHER -HASH $ 5EAL WITH TWO COATS OF CLEAR MA50NRY 5EALER. ADDITIONAL INSULATION: ADD INSULATION, COORDINATE HITH OWNER $ OHNNER'S REP. MENT LEVEL '56, REFER TO ATTACHED COLOR BOARD FOR 5PEGIFICATION5 ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL IN5TALLATION OF PROP05ED MATERIAL5. CONTROL JOINT5: REFERENCE A5TM G 1063 7.10.1.4 LATH 5HALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT 5HALL BE STOPPED AND TIED AT EACH 51DE. 7.11.4 CONTROL JOINTS - GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NO A 51NOLE PREFABRICATED MEMBER OR FABRICATED BY IN5TALLING CA51N6 BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION SPACING 5HALL BE NOT LF-55 THAN I/8 IN. OR A5 REQUIRED BY THE ANTICIPATED THERMAL F-XP05URE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 7.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS 5HALL BE INSTALLED IN HALLS TO DELINEATE AREA5 NOT MORE THAN 144 FT AND TO DELINEATE AREAS NOT MORE THAN 100 FT FOR ALL HORIZONTAL APPLICATIONS, THAT 15, GEILING5, CURVE5, OR ANGLE TYPE 57RUCTURE5. 7.11.4.2 THE P15TANCE BETWEEN CONTROL JOINTS 5HALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH- TO -HIDTH RATIO OF 22 TO I. A CONTROL JOINT 5HALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. 7.11.4.3 A CONTROL JOINT 5HALL BE INSTALLED WHERE AN EXPANSION JOINT OCCUR5 IN THE BA5E EXTERIOR HALL. 7.11.4.4 HALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CON5IDERED A5 CONTROL JOINTS. EXI5TING Ix Ti; TO REMAIN SECOND LEVEL 8267.46 EXI5TING 2x F TO REMAIN 14.1.1 14.I.H 14.1.6 EXI5TING 5OF' OVENT TO REM, CAULK BEAD NEW 2x10 CEG FREEZE BOAR FIRST LEVELyy 1/2° PLYV 828.31 CA51NO BEAD NEW 1 1/2" EX7 I N5ULATI ON NEW STUCCO TYVEK, WEATh�� un�Ri1 RE: SPEC, BASEMENT LEVEL 8241.36 (�z l EAVE DETAIL @ STUGGO. Design Review Staff Approval + By Warren Campbell at 1:48 pm, Jun 12, 2013 TOWN OF VA 50ALE: 1 1/2" = I' - O" V M- ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 Q 4/29/2013 W 5/17/2013 1 4/4/2013 1: 1 1309 EXTERIOR ELEVATIONS 1 A2.1 UNIT 13 AND 14 m v0 Q Lo d' Z W Q0 00 C) z Q Q 44:t U) C)O 6. Z Q 0 Z �O r U LU J Qo> O @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 Q 4/29/2013 W 5/17/2013 1 4/4/2013 1: 1 1309 EXTERIOR ELEVATIONS 1 A2.1 UNIT 13 AND 14 FXISTING RiODFING AND ROOF: FLASH1Nr7 Tr1 RC PAIAITCn ,m>I11� SECOND LEVEL 8261.46' ,mm1� E I RST LEVEL _ 828.31' B,A5EMENT LEVEL 824x.36' i REAR ELEVATION 50ALE: 1/ 4" = I' - O" EXISTING CHIMNEYS TO BE PAINTED, UNIi— i 4 UNIT =I3 LEFT ELEVATION 50ALE: 1/ 4" = I' - O" TOWN OF VA Design Review Staff Approval By Warren Campbell at 1:48 pm, Jun 12, 2013 REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. CONTROL JOINTS: REFERENCE A5TM 0 1063 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS- GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NO A 51NOLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION 5PACIN6 SHALL BE NOT LE55 THAN 115 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXP05URE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 7.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN HALLS TO DELINEATE AREAS NOT MORE THAN 144 FT AND TO DELINEATE AREAS NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE DISTANCE BETHEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH- TO -HIDTH RATIO OF 22 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANOE5 DIRECTION. 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPAN5ION JOINT OCCURS IN THE BASE EXTERIOR HALL. 7.11.4.4 HALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. C C EXISTING Ix TRIM \� TO REMAIN �. i EXISTING 2x FASCIA TO REMAIN EXISTING ROOF ASSEMBLY TO REMAIN EXISTING SOFFIT VENT TO REMAIN CAULK BEAD NEW 2x10 CEDAR FREEZE EX15TINO 2x SPACER BOARD t TO REMAIN NEW 1/2" PLYWOOD SPACER 111 II EXISTING PLYWOOD NEH 1 1/2" EXTRUDED FOAM I EX1 TINO 2x 5TUDHALL INSULATION NEW IXS CEDAR LAP 51DIN6 TYVEK, HEATHER BARRIER RE: SPEC. EAVE DETAIL C SIDING 50ALE: 1 1/2" = I' - O" v ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 EXTERIOR OOLO S $ MATERIALS LEGEND NEW STUCCO (I GOAT): 5TO POHERHALL STUCCO PRE - BLENDED, OUICKRETE - TYVEK HEATHER BARRIER RE: 5PE05., 11/2" v0 EXTRUDED FOAM INSULATION, METAL LATH PER A5TM 0 1063, Lo 1/2" OUICKRETE BASE GOAT STUCCO BASE, 5TO w Q0 00 PRIMER/ADHESVE -B ACRYLIC BASE GOAT H/ EMBEDDED 5TO 00 REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POWERHALL SWIRL FINISH. COLOR - SAG HARBOR GRAY. ry 0 2 NEW HOOD SIDING: Ixb R.5. CHANNEL LAP CEDAR 51DIN6 Z Q 0 OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL 0U FINISH DETAILS. 3 NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: J Q RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. O > EXISTING METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE 4 NO WORK. O NEW DECK/BALCONY 4 GUARDRAIL5: SHALL BE ROUGH 5AHN J CEDAR, STAINED. RE: DETAILS ON SHEET A6.1. NEH DECKING SHALL BE EVER&RAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING HOOD SOFFIT t FASCIA AT ROOF: SHALL REMAIN A515 WITH NEW PAINT. SECOND LEVEL 8261.46 WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMACORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. G� STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS 4 DOHN5POUT5: REMOVE EXISTING DOHN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. EIR5T LEVEL 82 8.31 GARDEN HALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT 5PE05 SHEET TH. ENTRY PATIO $ GARDEN PAVERS: EXI5TIN6 PAVER SYSTEM 2 SHALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -HASH $ SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. 3 ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER 4 OHNNER'5 REP. UNIi— i 4 UNIT =I3 LEFT ELEVATION 50ALE: 1/ 4" = I' - O" TOWN OF VA Design Review Staff Approval By Warren Campbell at 1:48 pm, Jun 12, 2013 REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. CONTROL JOINTS: REFERENCE A5TM 0 1063 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS- GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NO A 51NOLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION 5PACIN6 SHALL BE NOT LE55 THAN 115 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXP05URE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 7.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN HALLS TO DELINEATE AREAS NOT MORE THAN 144 FT AND TO DELINEATE AREAS NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE DISTANCE BETHEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH- TO -HIDTH RATIO OF 22 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANOE5 DIRECTION. 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPAN5ION JOINT OCCURS IN THE BASE EXTERIOR HALL. 7.11.4.4 HALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. C C EXISTING Ix TRIM \� TO REMAIN �. i EXISTING 2x FASCIA TO REMAIN EXISTING ROOF ASSEMBLY TO REMAIN EXISTING SOFFIT VENT TO REMAIN CAULK BEAD NEW 2x10 CEDAR FREEZE EX15TINO 2x SPACER BOARD t TO REMAIN NEW 1/2" PLYWOOD SPACER 111 II EXISTING PLYWOOD NEH 1 1/2" EXTRUDED FOAM I EX1 TINO 2x 5TUDHALL INSULATION NEW IXS CEDAR LAP 51DIN6 TYVEK, HEATHER BARRIER RE: SPEC. EAVE DETAIL C SIDING 50ALE: 1 1/2" = I' - O" v ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 ,L4/29/2013 W 5/17/2013 1 4/4/2013 1: 1 1309 EXTERIOR ELEVATIONS 1 A2.2 UNIT 13 AND 14 v0 Q Lo w Q0 00 C) z 00 Q � Z ry 0 Z Q 0 Z �O 0U LU J Q 41ct O > O CLW @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 ,L4/29/2013 W 5/17/2013 1 4/4/2013 1: 1 1309 EXTERIOR ELEVATIONS 1 A2.2 UNIT 13 AND 14 1 SILL BELOW GRADE 101111� I - 7 .42.2 O O � I O Iw m � B STORAGE > 101 46.4 w N DII O tti u z n 11L If -13 17 UNIT-I& UNIT-15- UP II tu V O O 10 II I 6.� O GARAGE w ENTRY BEDP:OOM m IF 1 STORAGE 101 I 4 ! I 2.2 2 8 5 'AIIIii"I"I" 2 .42.2 NEW WALL X46.4 p ADDITION O m -LINE OF DECK ABOVE L 12 - UP rr, 14 S 16 7r 7r EXISTING DOOR, DOOR G I ra Orr� n . a. it—,rr- i IO D ® OAS ETER ¢ T�r�Enviv u w TO REMAIN, REPLACE D ELEG IG METER Ck EXTERIOR TRIM �, I I 5 I V O O O �64 O C ARAOE I I .46 �, 101 ENTRY BEDROOM 101 C»I STORAGE 16.0.1 O.. 101 � I � II I I 1 J6., A ,46.E5 16.0.8 IE�.o.G G o 0 7 5 III NEW WALL 1 A&A ,46.4 V Y o ADDITION LU > M m LINE OF DECK ABOVE O � 1 ® UP z E 15TINO G'OOR, DOOR FRAME $ THRESHOLD ® GA5 ETER TO REMAIN, REPLACE ELEG IG METER EXTERIOR TRIM ° —CARA E _ m 13 101 , 3' -O "I W WALL 6 - - -- F- 1 A DITION UNIT -11 UNIT -I6 ENTRY II BEDROOM 101 6 101 � 46.4 0 (i) O a 15.0.1 O.. P — - -41 15. .A NNNI I I 8 15.O.B� 15.O.G 5 i 2 i CONTRACTOR TO _ VERIFY CONDITION OF NEW WALL ,421 POT 4 COORDINATE ADDITION LINE OF DECK ABOVE -� IJGTURAL��P0_T m NEw HALL HA ro BE REPLACED C-21' ADDITION �—� I' -2' SILL ABOVE GRADE SILL m OR BELOW GRADE SILL ABOVE GRADE a to in, SILL @ OR BELOW 6 12 13 14 15 16 EG G D E F 6 H I O � L.2 EXTERIOR COL=ORS I$ MATERIALS L=EOEND NEW 5TUCG0 (I GOAT): 5TO POWERWALL 5TUCCO PRE- BLENDED, GUIGKRETE - TYVEK WEATHER BARRIER RE: 5PE05., 1 1/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" OUIGKRETE BASE GOAT STUCCO BASE, 5TO PRIMER/ADHE5IVE -6 ACRYLIC BASE GOAT W/ EMBEDDED 5TO REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POWERWALL SWIRL FIN15H. COLOR - SAG HARBOR GRAY. 2 NEW WOOD 51DINO: Ixb R.S. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL FIN15H DETAIL5, NEW 2x R5 CEDAR WOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAIL5. EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE 4 NO WORK. NEW DECK/BALCONY 8 GUARDRAIL5: SHALL BE ROUGH SAWN 5 CEDAR, 5TAINED. RE: DETAILS ON SHEET Ab.l. NEW DEGKING 5HALL BE EVERGRAIN, CLA55I0 COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FA5TENER5. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING WOOD SOFFIT 4 FA501A AT ROOF: 5HALL REMAIN A5 15 WITH NEW PAINT. WINDOWS AND DOOR5 HAVE BEEN REPLACED, REMOVE AND RE5ET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. Gf STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS 4 DOWNSPOUTS: REMOVE EXISTING DOWNSPOUTS A5 O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FIN15HE5. GARDEN WALL: PATCH AND REPAIR EXISTING 5TUCG0. 2 GOAT5 OF PAINT RE: PAINT 5PEG'S SHEET TI.I. ENTRY PATIO 4 GARDEN PAVERS: EXI5TING PAVER 5Y5TEM 2 5HALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NEGE55ARY, POWER -WASH $ SEAL WITH TWO COATS OF CLEAR MASONRY SEALER. 3 ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER 4 OWNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR 5PECIFICATION5 ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. rowN OF va Design Review Staff Approval By Warren Campbell at 1:48 pm, Jun 12, 2013 5ASEMENT LEVEL FLOOR ALAN 50ALE: 5 / 16" = 1'- O" V AR H I T ECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 (E)COPYRIGHT Victor Mark Donaldson Architects N All Rights Reserved 0 L4/29/2013 CUD Q 0 Lo ti �Zwoo 1310 BASEMENT LEVEL Q0 oo M z V z 00 (C) UNIT 15,16, AND 17 C) L�z0 Q J 0 zOov U) Q Qo> (E)COPYRIGHT Victor Mark Donaldson Architects N All Rights Reserved 1 L4/29/2013 W 5/17/2013 11 2/22/2013 1: 1 1310 BASEMENT LEVEL FLOOR PLAN 1 A1.0 UNIT 15,16, AND 17 EG Ee O O O Ezroi .42.2 O O O O 3AT� BEDROOM 204 204 vt DN II UP ■ LIVING 204 1 1 .42.2 A � Y� fl i 1.3 � I I I I KITG EN � DININ I 20 j I I � I I � n.l � I.A 204 U5-i 1 0.1 O ' I I I I I M UNIT -I� UNIT-16 UNIT =15 OO IO II 3AT� BEDROOM 204 204 DN UP 1 13 LIVING 204 u 16.1.3 KITGFfEN O� DINING 204 E3 T� 1 �O 6.1.1 16.1. I6.I.J Ib.l.l I I I I I I I O10 I I � 5 HATERPROOF DECK ASSEMBLY: AMERICAN HYDROTEGH SYSTEM MONOLITHIC, MEMBRANE (6125 FR) (TYPICAL FOR 3 DECK5) UNIT-16) 00 O F I RST LEVEL FLOOR PLAN 50ALE: 3 / 16" = 1'- O" O O 1 51M. �4ro.1 O —I elm. 13 LIVING 204 15.111 > CI 15.1 O i BEDROOM 204 2 .42.1 13 14 15 16 L11 I I I I I I I I I I I O I NEW AGGE55 GATE TO MATCH RAILING K I I p I I I 15.13 I _ I L.2 ;DN <I TGHEN I u, UP I I 15.I:F 5 I Ll- - - - -�� DINING 204 12 U 13 EXTERIOR COLORS $ MATERIALS LEGEND NEW 5TUCCO (I GOAT): 5TO POHERHALL STUCCO PRE - BLENDED, OUICKRETE - TYVEK WEATHER BARRIER RE: 5PEG5., 11/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, QUICKRETE 5 E GOAT 5TUCC0 BA5E, 5TO PRIMER/ADHE5IVE -6 ACRYLIC BA5E GOAT W/ EMBEDDED 5TO RE I NFORG I NG ME5H, 5TO PRIMER SMOOTH WITH 5TO POHERHALL SWIRL FIN15H. COLOR - 5A6 HARBOR GRAY. 2 NEW WOOD 51DINO: Ixb R.5. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FINI5H DETAIL5. 3 NEW 2x R5 CEDAR WOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. 4 EXISTING METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE NO WORK. NEW DEGK/BALGONY $ GUARDRAILS: SHALL BE ROUGH SAWN rj CEDAR, STAINED. RE: DETAILS ON SHEET Ab.1. NEW DECKING SHALL BE EVERORAIN, CLA5510 COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FA5TENER5. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING HOOD SOFFIT $ FA501A AT ROOF: SHALL REMAIN A5 15 WITH NEW PAINT. HINDOH5 AND DOOR5 HAVE BEEN REPLACED, REMOVE AND RE5ET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. Gf STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS $ DOWN5POUT5: REMOVE EXISTING DOHN5POUT5 A5 O NEGE55ARY AND REIN5TALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINI5HE5. GARDEN HALL: PATCH AND REPAIR EXISTING STUCCO. 2 COATS OF PAINT RE: PAINT 5PEG'S SHEET TH. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER 5Y5TEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NEGE55ARY, POHER -WASH $ 5EAL WITH TWO GOAT5 OF CLEAR MA50NRY SEALER. 3 ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OWNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. Approved by the Design Review Board TOWN �F11i- By Warren Campbell at 1:48 pm, Jun 12, 2013 DEG< EOUI EMENTS: 'EVERORAIN GOMP051TE DECKING' I X 6 TO BE USED. 12' -0" LONG BOARD5 MAX. INSTALL ALL EVERORAIN DECKING IN ACCORDANCE WITH TAMKO 'EVERGRAIN' DECKING INSTALLATION IN5TRUGTION5. COLOR TO BE GAPE GOD GREY FROM THEIR CLA551C COLLECTION, GRAIN 51DE TO BE INSTALLED FACING UP. INSTALL WITH GAMO MARKSMAN PRO HIDDEN DECK FA5TENIN6 5Y5TEM. ALL NEW DECK FRAMING TO BE PRESSURE TREATED. EVERORAIN DECKING TO BE INSTALLED BY A CERTIFIED INSTALLER. PROVIDE EVIDENCE OF 5UCH QUALIFICATION WITH BID. NEW BEAMS TO BE INSTALLED BELOW DECK TO ALLOW FOR 1' -4" MAXIMUM SPAN RE: STRUCTURAL GRADING NOTES: THE FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING A TARGET ALLOWANCE FOR LANDSCAPE GRADING MODIFICATIONS FOR PPG 2013 PROJECT. THE PURP05E 15 TO OVERCOME NEGATIVE DRAINAGE WITHIN 10' TO 15' IN AND AROUND EACH UNIT FOOTPRINT (I.E. LIVING AND GARAGE AREA5) BY UTILIZING A COMBINATION OF THE FOLLOWING LAND50APE ORADING WORK ITEM5: • GENERALLY, NEGATIVE DRAINAGE SHOULD BE OVERCOME BY INCREASING EXISTING GRADE AT UNIT FOOTPRINT NO MORE THAN 12" TO IS" OF RE- GRADING NO MORE THAN 10' TO 15' FROM UNIT FOOTPRINT; • U5E OF SUITABLE (NON -CLAY) IMPORT FILL MATERIAL SHOULD BE COMPACTED IN AT 55% TO 10% DEN5ITY AND OVERLAIN WITH A 30 MIL DRAINAGE FABRIC, 4" TO 6" BELOW FINISHED GRADE TO DIRECT DRAINAGE WITHOUT LOCAL SATURATION; • THI5 IN TURN MAY GAU5E THE DEPTH OF DESIGN DETAIL FLASHIN05 AT UNIT PERIMETER GRADE LEVEL TO SHORTEN 50ME 6" TO 12" IN AFFECTED AREA5; • IN SOME IN5TANCE5 USE OF A 4- INCH - DIAMETER AD5 PERFORATED DRAIN PIPE WRAPPED IN FILTER FABRIC AND 5ET IN A 12 -INCH- DIAMETER OR4VEL TRENCH BED AND D15CHARGED AT ABOUT A 2% SLOPE TO DAYLIGHT TO NEARE5T 'DOWN SLOPING' GRADE AREA. GUTTERS, DOWNSPOUTS $ HEAT TAPE NOTES: THE FOLLOWING NOTES SHALL BE CON51DERED WHEN PREPARING AN ADD ALTERNATE FOR PROJECT 005T5. THE VMDA DOGUMENT5 INDICATE REMOVAL AND REIN5TALLATION OF GUTTERS, DOWNSPOUTS AND HEAT TRACE COMPONENTS IN ORDER TO PROTECT THEM DURING GON5TRUCTION AND TO ALLOW FULL PAINT /STAIN COVERAGE OF FASCIA AND ADJACENT PRODUCT5. IN THE IN5TANCE OF THI5 ADD ALTERNATE, PLEASE PROVIDE 005T5 FOR: • NEW MATCHING OUTTER5, DOHN5POUT5 AND HEAT TRACE TO BE PROVIDED AND INSTALLED; • PROVIDE RAY -GHEM PRODUCTS WITH 5 HATT5 PER LINEAL FOOT IN ONE FOOT 5PAGE0 LOOPS, 3 FEET UP FROM OUTTER5 WITH DOUBLE COVERAGE IN GUTTERS AND DOWNSPOUTS; • PROVIDE AN ALLOWANCE WITHIN THE ADD ALTERNATE TO POTENTIALLY INGREA5E ELECTRIC CAPACITY WITH NEW 5UB -PANEL PER YOUR ELECTRICIAN. GAULKS AND SEALANTS: SHALL BE A EXTERIOR GRADE WATERPROOF $ PAINTABLE PREMIUM POLYURETHANE BASED SEALANT. 50 YEAR DURABILITY. V C�1►. ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 ©COPYRIGHT Victor Mark Donaldson Architects N All Rights Reserved .�./ o L4/29/2013 vQ 0 Lo 1: 1 1310 w oo oo z Q V �- z 00 Q C_ �Q0/ LO z Q J 0 zOov U) Lij _j Q O O ©COPYRIGHT Victor Mark Donaldson Architects N All Rights Reserved 1 L4/29/2013 W 5/17/2013 1 2/22/2013 1: 1 1310 FIRST LEVEL FLOOR PLAN 1 A1.1 UNIT 15,16, AND 17 TYP O O O 2 ,42.2 O O O O - O 10 (D 12 13 EXTERIOR 00L0 S $ NEW STUCCO (I GOAT): 5TO POHERHALL STUCCO PRE- BLENDED, QUIGKRETE - TYVEK WEATHER BARRIER RE: 5PE05., 11/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" QUIGKRETE BASE GOAT STUCCO BASE, 5TO PRIMER/ADHE5IVE -6 ACRYLIC BASE GOAT W/ EMBEDDED 5TO REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POWERHALL SWIRL FINISH. COLOR - SAG HARBOR GRAY. 2 NEW WOOD 51DIN6: 1x6 R.5. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL FIN15H DETAILS. 3 NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. EXISTING METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE $ NO WORK. NEW DECK/BALCONY 4 GUARDRAILS: SHALL BE ROUGH 5AHN CEDAR, STAINED. RE: DETAILS ON SHEET Ab.l. NEW DEGKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING HOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN A515 WITH NEW PAINT. HINDOH5 AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. Gj STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS $ DOWNSPOUTS: REMOVE EXISTING DOWN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT 5PEC'S SHEET TH. ENTRY PATIO @ GARDEN PAVER5: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -HA5H 4 SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. 3 ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OHNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. 9 \ L.2 O E FACE BELOW O 0 rowN OF va� - O 14 I� Ib Design Review Staff Approval By Warren Campbell at 1:48 pm, Jun 12, 2013 SEGOND LEVEL FLOOR PLAN, 50ALE: 5 / 16" = I' - O" V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 m (E)COPYRIGHT Victor Mark Donaldson N Architects All Rights Reserved �o 1 Q 4/29/2013 vQ o Lo 1: 1 =woo SECOND Q0 00 M z V z 00 A1.2 (C) Q C) o L0 d. z QJ � Z Oo (0o U D �J Q Qo> O CLW (E)COPYRIGHT Victor Mark Donaldson N Architects All Rights Reserved 1 Q 4/29/2013 W 5/17/2013 1 2/22/2013 1: 1 1310 SECOND LEVEL FLOOR PLAN 1 A1.2 UNIT 15,16, AND 17 ot SECOND L 8267.50' FIRST LEA 82✓8.60' ot 8A SEMEN1 8241. '70' EX15TINO CHIMNEYS TO BE PAINTED, 2 GOATS OF PAINT, RE: PAINT 5PEC'5, TH 5EGOND LEVEL 826i.E�' FIRST LE 8258.65 15.2.F r � ■ 2 47.1 O 'E UPPER NS -T'(P. F�I<ONT L SCALE: 1/ 4" = 1'- 0" EX15TINO CHIMNEYS TO BE PAINTED, EXISTING CHIMNEYS TO BE PAINTED, 2 GOATS OF PAINT, RE: PAINT SPEC '5, TH 2 GOATS OF PAINT, RE: PAINT 5PEC'5, TH D m n- ■ UNIT -IFS /7 �UNIT -IC RIGHT ELEVATION CONTROL JOINTS: REFERENCE ASTM G 1063 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS - GENERAL - CONTROL JOINTS SHALL BE FORMED BY USING A 51NOLE PREFABRICATED MEMBER OR FABRICATED BY IN5TALLIN6 GA51NG BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE GA51N6 BEADS. THE SEPARATION 5PAGIN5 SHALL BE NOT LF-55 THAN 1/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXP05URE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 7.11.4.1 CONTROL JOINTS- CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT' AND TO DELINEATE AREAS NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 22 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. 7.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. SCALE: 1/ 4" = 1'- O" U I6.I.E I 111M Wj I6.I.G Ib.I.B R O e 17.2.1 SECOND LEVEL 8267.55' F I RST LEVEL _ 4L BASEMENT LEVEL 82411.80' Design Review Staff Approval By Warren Campbell at 1:49 pm, Jun 12, 2013 TOWN OF VAIL 7 e - "7 I s 7 17.1.2 17.1,E 17.1.3 17.1 .G 17.1.E SECOND LEVEL 8267.0' F I RST LE e e , 828.60 GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT 5PEG'5 SHEET TH. ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -SET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH & 5EAL WITH TWO GOATS OF CLEAR MASONRY SEALER. ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OWNNER'5 REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 UNIT-16 UNIT-17 �/ EXTERIOR COLORS NEW DECK/BALGONY $ GUARDRAIL5: SHALL BE ROUGH 5AWN 0 CEDAR, STAINED. RE: DETAILS ON SHEET Ab.l. NEW DECKING CUD MATERIALS LEGEND Lo BE EVER6IN, OLA5510 COLLECTION, =woo oo G DLORAY' ATTACHED WITH HIDDEN FASTENERS.LALL NEW Q DECK FRAMING TO BE PRE55URE TREATED. NEW 5TUCC0 (I GOAT): 5TO POWERWALL STUCCO PRE - BLENDED QUICKRETE - TYVEK WEATHER BARRIER RE: 5PEC5., 11/2" 6 EXISTING WOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN z Q J AS 15 WITH NEW PAINT. EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, D 1/2" QUIGKRETE BASE GOAT STUCCO BASE, 5TO J Q 41::c PRIMER/ADHE5IVE -B ACRYLIC BASE GOAT W/ EMBEDDED 5TO WINDOW5 AND DOORS HAVE BEEN REPLACED, REMOVE AND REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POWERWAL RESET. 2 5WIRL FINISH. COLOR - SAO HARBOR &RAY. NEW WOOD SIDING: Ixb R.5. CHANNEL LAP CEDAR SIDING 8 NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.S. OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL CEDAR CLADDING, AND OPERATOR. FINISH DETAILS. NEW 2x R5 GEDAR WOOD TRIM AND RIM JOISTS: Gf STUCCO SOFFIT ABOVE, RE: DETAIL(5) RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. EXISTING METAL ROOF 5HINOLE5: TO REMAIN -NO CHANGE $ NO WORK. O GUTTERS 4 DOWNSPOUTS: REMOVE EXISTING DOWNSPOUTS AS NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FIN15HE5. SECOND LEVEL 8267.0' F I RST LE e e , 828.60 GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT 5PEG'5 SHEET TH. ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -SET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH & 5EAL WITH TWO GOATS OF CLEAR MASONRY SEALER. ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OWNNER'5 REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 L4/29/2013 W 5/17/2013 1 2/22/2013 1: 1 1310 EXTERIOR ELEVATIONS 1 A2.1 UNIT 15,16, AND 17 0 CUD Q 0 Lo =woo oo °Voo Q T- U) C) 0 z Q J zOov (00 D 0 J Q 41::c O 40 (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 L4/29/2013 W 5/17/2013 1 2/22/2013 1: 1 1310 EXTERIOR ELEVATIONS 1 A2.1 UNIT 15,16, AND 17 SECOND LEVEL 826750' FIRST LEVEL 828.60' ab SA5EMENT LEVEL 8241.70' 5ECON; 82675 FIRST 1 828.E UNT =5 UNIT =16 UNIi�16 UNIT =I7 �REAR ELEVATION ��✓ � SCALE: 1/ 4" = I'- O•• SECOND LEVEL 326750' 9 R5T LEVEL 3258.60' CONTROL JOINTS: REFERENCE A5TM G 1063 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINT5- GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NO A 51NOLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CA51NO BEADS. THE SEPARATION 5PACING SHALL BE NOT LE55 THAN 118 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXP05URE RANGE AND SHALL BE IN CONFORMANCE WITH 1.10.1.4. 7.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN HALLS TO DELINEATE AREAS NOT MORE THAN 144 FT AND TO DELINEATE AREAS NOT MORE THAN 100 FT FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILING5, CURVES, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH- TO -HIDTH RATIO OF 2� TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE GEILING FRAMING OR FURRING CHANGES DIRECTION. 1.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR HALL. 7.11.4.4 HALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. UN I T= 17 LEFT ELEVATION 50ALE: 1/ 4" = 1'- 0" UNIi�l6 O 0 0 0 EXTERIOR GOLO S $ MATERIALS LEGEND UNT =6 UNT =5 TOWN OF VAlIL NEW DECK /BALCONY $ GUARDRAIL5: SHALL BE ROUGH 5AHN CEDAR, STAINED. RE: DETAILS ON SHEET Ab.I. NEH DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRESSURE TREATED. NEW STUCCO (I GOAT): 5TO POHERWALL STUCCO PRE - BLENDED GUICKRETE - TYVEK HEATHER BARRIER RE: SPECS., 1 1/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" QUICKRETE BASE GOAT STUCCO BASE, 5TO PRIMER/ADHE5IVE -5 ACRYLIC BASE GOAT H/ EMBEDDED 5TO -� REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POHERHAL SWIRL FINISH. COLOR - SAG HARBOR GRAY. NEW HOOD 510ING: Ixb R.5. CHANNEL LAP CEDAR 51DINO 8 OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FIN15H DETAILS. NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, HINDOH AND DOOR DETAILS. EXISTING METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE NO WORK. I O EXISTING HOOD SOFFIT $ FA501A AT ROOF: SHALL REMAIN AS 15 HITH NEW PAINT. WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET, NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND INSTALL NEW THERMAGORE OVERHEAD DOOR HITH Ixb R.5. GEDAR CLADDING, AND OPERATOR. STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS 4 DOHN5POUT5: REMOVE EXISTING DOWNSPOUTS AS NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. 12 13 Design Review Staff Approval By Warren Campbell at 1:49 pm, Jun 12, 2013 GARDEN HALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT 5PEC'5 SHEET TH. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POHER -HA5H $ SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OHNNER'5 REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ,L4/29/2013 W 5/17/2013 2/22/2013 1310 PROPOSED ELEVATIONS A2.2 UNIT 15,16, AND 17 CUD Q 0 Lo =woo Q0 oo z Q 00 Q T � j Q W O z Q J 0 zOov U) D��Q Qo> O CLW (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ,L4/29/2013 W 5/17/2013 2/22/2013 1310 PROPOSED ELEVATIONS A2.2 UNIT 15,16, AND 17 OA O W O N NEH HALL ADr, ITION LU O =� 0 m iU G — — N 0 NEW 0 0 m 0 O O O O O 08 ) O 0 �I I I V V (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N 1 O 4/29/2013 W 5/17/2013 11 3/8/2013 1: 1 1311 BASEMENT LEVEL CAM) 0LO 1 A1.0 UNIT 18 AND 19 i ov00 _v _v N N � 00 �- Z_j < 0 w LIUMD 7 i ur IN PAVERS OI ED ul w of U_ O z Iw 0 m 0 Ul w 2 X2.1 N 0 crm NEH HALL ADDITION ABOVE W 0 m 0 EXTERIOR COLORS $ MATERIALS LE5END NEH STUCCO (I GOAT): 5TO POHERHALL STUCCO PRE- BLENDED, OUICKRETE - TYVEK HEATHER BARRIER RE: 5PE05., 1 1/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" OUICKRETE BASE GOAT 5TUGCO BASE, 5TO PRIMER/ADHE5IVE -B ACRYLIC BASE GOAT W EMBEDDED 5TO RE I NFORG I NG ME5H, 5TO PRIMER SMOOTH HI TH 5TO POHERHALL 511IRL FIN15H. COLOR - 5A6 HARBOR GRAY. 2 NEW HOOD SIDING: Ixb R.S. CHANNEL LAP GEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FIN15H DETAILS. NEW 2x R5 CEDAR HOOD TRIM AND RIM J015T5: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. O4 EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE 4 NO WORK. NEW DECK/BALCONY $ GUARDRAILS: SHALL BE ROUGH 5AHN CEDAR, STAINED. RE: DETAILS ON SHEET Ab.1. NEW DECKING SHALL BE EVERGRAIN, CLA5510 COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXI5TING HOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN OA5 15 HITH NEW PAINT. -� HINDOH5 AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. G� 5TUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS 4 DOHN5POUT5: REMOVE EXISTING DOHN5POUT5 A5 O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION, PAINT TO MATCH NEW ADJACENT HALL FINISHES. OG GARDEN HALL: PATCH AND REPAIR EXISTING 5TUCGO. 2 GOAT5 OF PAINT RE: PAINT 5PEG'S SHEET TH. ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER 5Y5TEM O 2 SHALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NEGE55ARY, POHER -HASH 4 SEAL WITH TWO COATS OF CLEAR MASONRY SEALER. 3 ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OHNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR 5PECIFIGATION5 ON ALL O GOLOR5 AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. O 0 0 Design Review Staff Approval TOWN By Warren Campbell at 1:49 pm, Jun 12, 2013 OF VAIL 5ASEMENT LEVEL FLOOR PLAN 50ALE: 1/ 4" = I' - O" V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N 1 O 4/29/2013 W 5/17/2013 11 3/8/2013 1: 1 1311 BASEMENT LEVEL CAM) 0LO 1 A1.0 UNIT 18 AND 19 i ov00 Q ~U) Qin � 00 �- Z_j < 0 Z O Q ^ Z w 0 Q�Q 0 (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N 1 O 4/29/2013 W 5/17/2013 11 3/8/2013 1: 1 1311 BASEMENT LEVEL FLOOR PLAN 1 A1.0 UNIT 18 AND 19 2 .42 (H) SIM. 0 I F I RST LEVEL FLOOR FLAN 5GALE: 1/ 4" = I' - O" Design Review Staff Approval �,��� � By Warren Campbell at 1:49 pm, Jun 12, 2013 TOWN OF O O �O I 'O I I I I E O I I I I I I I �0 1 1 064 O EXTERIOR GOLORS $ MATERIALS LEGEND NEW STUCCO (I GOAT): 5T0 POHERHALL STUCCO PRE - BLENDED, QUICKRETE - TYVEK HEATHER BARRIER RE: 5PE05., 11/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM C 1063, 1/2" QUICKRETE BASE GOAT STUCCO BASE, 5TO FRIMER/ADHE5IVE -B ACRYLIC BASE GOAT H/ EMBEDDED 5TO REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5T0 POHERHALL 5HIRL FINISH. COLOR - SAG HARBOR GRAY. 2 NEW HOOD 51DINO: Ix6 R.5. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FIN15H DETAILS. NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. 4 EX15TINO METAL ROOF SHINGLES: TO REMAIN -NO CHANGE NO WORK. NEW DECK/BALCONY $ GUARDRAIL5: SHALL BE ROUGH 5AHN rj CEDAR, STAINED. RE: DETAILS ON SHEET Ab.l. NEW DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRF-55URE TREATED. 6 EX15TINO HOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. -� HINDOH5 AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EX15TINO AND 8 INSTALL NEW THERMACORE OVERHEAD DOOR WITH 1x6 R.S. CEDAR CLADDING, AND OPERATOR. G� STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTER5 4 DOHN5POUT5: REMOVE EX15TINO DOHN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. GARDEN HALL: PATCH AND REPAIR EXI5TIN6 STUCCO. 2 GOATS OF PAINT RE: PAINT SPECS SHEET TH. ENTRY PATIO 4 GARDEN PAVERS: EX15TINO PAVER SYSTEM I2 SHALL REMAIN, RE -SET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POHER -HASH $ SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. 13 ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OHNNER'5 REP. REFER TO ATTACHED COLOR BOARD FOR 5PECIFICATION5 ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. DEG< EOU I EMENT5: 'EVERGRAIN COMPOSITE DECKING' 1 X 6 TO BE USED. 12' -0" LONG BOARDS MAX. INSTALL ALL EVERGRAIN DECKING IN ACCORDANCE WITH TAMKO 'EVERGRAIN' DECKING INSTALLATION INSTRUCTIONS. COLOR TO BE GAPE GOD GREY FROM THEIR CLASSIC COLLECTION, GRAIN 51DE TO BE INSTALLED FACING UP. INSTALL WITH GAMO MARKSMAN PRO HIDDEN DECK FASTENING SYSTEM. ALL NEW DECK FRAMING TO BE PRESSURE TREATED. EVERGRAIN DECKING TO BE INSTALLED BY A CERTIFIED INSTALLER. PROVIDE EVIDENCE OF SUCH QUALIFICATION WITH BID. NEW BEAMS TO BE INSTALLED BELOW DECK TO ALLOW FOR 1' -4" MAXIMUM SPAN RE: STRUCTURAL GRAD I N5 NOTES: THE FOLLOWING NOTES SHALL BE CONSIDERED HHEN PREPARING A TARGET ALLOWANCE FOR LANDSCAPE GRADING MODIFICATIONS FOR PPG 2013 PROJECT, THE O PURPOSE 15 TO OVERCOME NEGATIVE DRAINAGE WITHIN 10' TO 15' IN AND AROUND EACH UNIT FOOTPRINT (I.E. LIVING AND GARAGE AREAS) BY UTILIZING A COMBINATION OF THE FOLLOWING LANDSCAPE GRADING WORK ITEMS: • GENERALLY, NEGATIVE DRAINAGE SHOULD BE OVERCOME BY INCREA5ING EX15TINO GRADE AT UNIT FOOTPRINT NO MORE THAN 12" TO IS" OF RE- GRADING NO MORE THAN 10' TO 15' FROM UNIT FOOTPRINT; • USE OF SUITABLE (NON -CLAY) IMPORT FILL MATERIAL SHOULD BE COMPACTED IN AT 55% TO 10% DEN5ITY AND OVERLAIN WITH A 30 MIL DRAINAGE FABRIC, 4" TO 6" BELOW FIN15HF-D GRADE TO DIRECT DRAINAGE WITHOUT LOCAL SATURATION; • THI5 IN TURN MAY CAUSE THE DEPTH OF DE51ON DETAIL FLA5HING5 AT UNIT PERIMETER GRADE LEVEL TO SHORTEN 50ME b" TO 12" IN AFFECTED AREAS; • IN SOME INSTANCES USE OF A 4 -INCH- DIAMETER ADS PERFORATED DRAIN PIPE WRAPPED IN FILTER FABRIC AND SET IN A 12 -INCH- DIAME1ER GRAVEL TRENCH O BED AND DISCHARGED AT ABOUT A 2% SLOPE TO DAYLIGHT TO NEAREST 'DOWN SLOPING' GRADE AREA. GUTTERS, DOWNSPOUTS $ HEAT TAPE Nn7r—c�- O THE FOLLOWING NOTES SHALL BE CONSIDERED HHEN PREPARING AN ADD ALTERNATE FOR PROJECT COSTS. THE VMDA DOCUMENTS INDICATE REMOVAL AND REINSTALLATION OF GUTTERS, DOWNSPOUTS AND HEAT TRACE COMPONENTS IN ORDER TO PROTECT THEM DURING CONSTRUCTION AND TO ALLOW FULL PAINT /STAIN COVERAGE OF FASCIA AND ADJACENT PRODUCTS. IN THE INSTANCE OF THI5 ADD OALTERNATE, PLEASE PROVIDE COSTS FOR: K • NEW MATCHING GUTTERS, DOHN5POUT5 AND HEAT TRACE TO BE PROVIDED AND INSTALLED; • PROVIDE RAY -CHEM PRODUCTS WITH & HATT5 PER LINEAL FOOT IN ONE FOOT SPACED LOOPS, 3 FEET UP FROM GUTTERS WITH DOUBLE COVERAGE IN GUTTERS AND DOHN5POUT5; • PROVIDE AN ALLOWANCE WITHIN THE ADD ALTERNATE TO POTENTIALLY INCREASE ELECTRIC CAPACITY HITH NEW 5UB -PANEL PER YOUR ELECTRICIAN. CAULKS AND SEALANTS: SHALL BE A EXTERIOR GRADE HATERPROOF $ PAINTABLE PREMIUM POLYURETHANE BASED SEALANT. 50 YEAR DURABILITY. V M- ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N 1 O 4/29/2013 W 5/17/2013 1 3/8/2013 1: 1 1311 FIRST V0LO FLOOR PLAN 1 A1.1 UNIT 18 AND 19 LLB T_ 00 ov00 Q Qin U) 00 z_j <0 zoo wz 0 41::c L Q V 0') O CLW (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N 1 O 4/29/2013 W 5/17/2013 1 3/8/2013 1: 1 1311 FIRST LEVEL FLOOR PLAN 1 A1.1 UNIT 18 AND 19 OA 2 1.42.2 (6 (D- (D (D_ (D- LINE OF OUTSIDE F. OF STUD HALL BEL 13 B�DiZOOM 101 D UNT =� Da O 1 2.2 U,N IT= OX2.1 7 8 O �0 io (D 3EL0H >F OUTSIDE FACE JD HALL _BELOH (D 2 .42.1 E) 0 O 0 EXTERIOR GOLO S $ MATERIALS LE5END NEW STUCCO (I GOAT): 5TO PONER4ALL STUCCO PRE - BLENDED, OUIGKRETE - TYVEK HEATHER BARRIER RE: 5PEG5., 11/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" OUICKRETE BASE GOAT STUCCO BA5E, 5TO PRIMER/ADHE5IVE -B ACRYLIC BASE GOAT H/ EMBEDDED 5TO RE I NFORG I NG ME5H, 5TO PRIMER SMOOTH HI TH 5TO POHERHALL SWIRL FIN15H. COLOR - 5A6 HARBOR GRAY. 2 NEW HOOD 51DINO: Ixb R.5. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FINISH DETAILS. 3 NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. 4 EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE 4 NO WORK. NEW DECK/BALCONY $ GUARDRAILS: SHALL BE ROUGH 5AHN CEDAR, STAINED. RE: DETAILS ON SHEET A6.1. NEH DECKING SHALL BE EVERGRAIN, GLA551C COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED H1TH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRESSURE TREATED. EXISTING HOOD SOFFIT 4 FA501A AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. -� HINDOH5 AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. Gi 5TUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS 4 DOHN5POUT5: REMOVE EXISTING DOHN5POUT5 A5 O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINI5HE5. GARDEN HALL: PATCH AND REPAIR EXI5TING STUCCO. 2 COATS OF PAINT RE: PAINT 5PEC'S SHEET TH. ENTRY PATIO 4 GARDEN PAVER5: EXISTING PAVER 5Y5TEM I2 SHALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NECE55ARY, POHER -HASH 4 SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OHNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR 5PECIFICATION5 ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. DK Design Review Staff Approval TOWN F By Warren Campbell at 1:49 pm, Jun 12, 2013 VAIL SEGOND LEVEL FLOOR PLAN SCALE: 1/ 4" = I' - O" V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 (E)COPYRIGHT Victor Mark Donaldson Architects N All Rights Reserved 1 O 4/29/2013 V0LO 11 3/8/2013 �Z 1311 UNT =� Da O 1 2.2 U,N IT= OX2.1 7 8 O �0 io (D 3EL0H >F OUTSIDE FACE JD HALL _BELOH (D 2 .42.1 E) 0 O 0 EXTERIOR GOLO S $ MATERIALS LE5END NEW STUCCO (I GOAT): 5TO PONER4ALL STUCCO PRE - BLENDED, OUIGKRETE - TYVEK HEATHER BARRIER RE: 5PEG5., 11/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" OUICKRETE BASE GOAT STUCCO BA5E, 5TO PRIMER/ADHE5IVE -B ACRYLIC BASE GOAT H/ EMBEDDED 5TO RE I NFORG I NG ME5H, 5TO PRIMER SMOOTH HI TH 5TO POHERHALL SWIRL FIN15H. COLOR - 5A6 HARBOR GRAY. 2 NEW HOOD 51DINO: Ixb R.5. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FINISH DETAILS. 3 NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. 4 EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE 4 NO WORK. NEW DECK/BALCONY $ GUARDRAILS: SHALL BE ROUGH 5AHN CEDAR, STAINED. RE: DETAILS ON SHEET A6.1. NEH DECKING SHALL BE EVERGRAIN, GLA551C COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED H1TH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRESSURE TREATED. EXISTING HOOD SOFFIT 4 FA501A AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. -� HINDOH5 AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. Gi 5TUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS 4 DOHN5POUT5: REMOVE EXISTING DOHN5POUT5 A5 O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINI5HE5. GARDEN HALL: PATCH AND REPAIR EXI5TING STUCCO. 2 COATS OF PAINT RE: PAINT 5PEC'S SHEET TH. ENTRY PATIO 4 GARDEN PAVER5: EXISTING PAVER 5Y5TEM I2 SHALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NECE55ARY, POHER -HASH 4 SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OHNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR 5PECIFICATION5 ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. DK Design Review Staff Approval TOWN F By Warren Campbell at 1:49 pm, Jun 12, 2013 VAIL SEGOND LEVEL FLOOR PLAN SCALE: 1/ 4" = I' - O" V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 (E)COPYRIGHT Victor Mark Donaldson Architects N All Rights Reserved 1 O 4/29/2013 V0LO 11 3/8/2013 �Z 1311 121�(D Li LEVEL ovoo PLAN 1 A1.2 Q ~U) Qin � 00 Z < J 0 Z 0 0 ^ Z w 0 � Q O (E)COPYRIGHT Victor Mark Donaldson Architects N All Rights Reserved 1 O 4/29/2013 W 5/17/2013 11 3/8/2013 1: 1 1311 SECOND LEVEL FLOOR PLAN 1 A1.2 UNIT 18 AND 19 SECOND LEVEL i I II � -loll ,mmh SECOND LEVEL SECON OL FIRS 8243.E at N a254 8234.E FRONT ELEVATION 50ALE: 1/ 4" = I' — O" RIGHT ELEVATION 50ALE: 1/ 4" = I' — O" LEVEL 2' _EVEL 2' =NT LEVEL 7' Staff Approval TOWN OF "VAILBy Warren Campbell at 1:49 pm, Jun 12, 2013 EVEL NEW DECK/BALCONY I OUARDRAIL5: SHALL BE ROUGH 5AWN CEDAR, STAINED. RE: DETAILS ON SHEET Ab.1. NEW DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING WOOD SOFFIT $ FA501A AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. -� WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. Gi STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS 4 DOWNSPOUTS: REMOVE EXISTING DOWN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT 5PEG'S SHEET TH. ENTRY PATIO 4 GARDEN PAVER5: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH 4 SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OWNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. CONTROL JOINTS: REFERENCE A5TM G 1063 1.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 1.11.4 CONTROL JOINTS- GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NG A 51NOLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CA51NO BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CA51NO BEADS. THE SEPARATION SPACING SHALL BE NOT LE55 THAN I/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 1.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT AND TO DELINEATE AREAS NOT MORE THAN 100 FT FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILING5, CURVE5, OR ANGLE TYPE STRUCTURES. 1.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2� TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGE5 DIRECTION. 1.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. 1.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EXISTING Ix TF TO REMAIN EXISTING 2x f TO REMAIN EXISTING 5OF VENT TO REM, CAULK BEAD NEW 2x10 GEL FREEZE BOAS NEW 1/2" PLYY CASING BEAD NEW 1 1/2" EXi INSULATION NEW STUGGO TYVEK, WEATh�� urnr1r11i1N QF. SPRr, EAVE DETAIL @ STUGGO 50ALE: 1 1/2" = I' — O" V M- A RCH I T ECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 m EXTERIOR COLORS $ EXISTING ROOFING, 5KYLIOHT5, AND MATERIALS LEGEND ROOF FLASHING TO REMAIN NEW STUCCO (I GOAT): 5TO POWERWALL STUCCO PRE - BLENDED, OUICKRETE - TYVEK WEATHER BARRIER RE: SPECS., I I /2" (07) EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, w T_ 00 1/2" OUIGKRETE BASE GOAT STUCCO BASE, 5TO voo PRIMER/ADHE5IVE -B ACRYLIC BASE GOAT W/ EMBEDDED 5T0 Q Qin REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POWERWALL 00 SWIRL FINISH. COLOR - SAG HARBOR GRAY. 2 NEW WOOD 51 D I NG: I xb R.5. CHANNEL LAP CEDAR 51 D I NG Z J OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL 3 O �Z I tYP. Q O FINISH DETAILS. 3 NEW 2x R5 CEDAR WOOD TRIM AND RIM JOISTS: �2 2 tYP. RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. 6 10 �ry 6 10 EXISTING METAL ROOF 5HINOLE5: TO REMAIN -NO CHANGE 0 NO WORK. � i I II � -loll ,mmh SECOND LEVEL SECON OL FIRS 8243.E at N a254 8234.E FRONT ELEVATION 50ALE: 1/ 4" = I' — O" RIGHT ELEVATION 50ALE: 1/ 4" = I' — O" LEVEL 2' _EVEL 2' =NT LEVEL 7' Staff Approval TOWN OF "VAILBy Warren Campbell at 1:49 pm, Jun 12, 2013 EVEL NEW DECK/BALCONY I OUARDRAIL5: SHALL BE ROUGH 5AWN CEDAR, STAINED. RE: DETAILS ON SHEET Ab.1. NEW DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING WOOD SOFFIT $ FA501A AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. -� WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. Gi STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS 4 DOWNSPOUTS: REMOVE EXISTING DOWN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT 5PEG'S SHEET TH. ENTRY PATIO 4 GARDEN PAVER5: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH 4 SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OWNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. CONTROL JOINTS: REFERENCE A5TM G 1063 1.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 1.11.4 CONTROL JOINTS- GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NG A 51NOLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CA51NO BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CA51NO BEADS. THE SEPARATION SPACING SHALL BE NOT LE55 THAN I/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 1.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT AND TO DELINEATE AREAS NOT MORE THAN 100 FT FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILING5, CURVE5, OR ANGLE TYPE STRUCTURES. 1.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2� TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGE5 DIRECTION. 1.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. 1.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EXISTING Ix TF TO REMAIN EXISTING 2x f TO REMAIN EXISTING 5OF VENT TO REM, CAULK BEAD NEW 2x10 GEL FREEZE BOAS NEW 1/2" PLYY CASING BEAD NEW 1 1/2" EXi INSULATION NEW STUGGO TYVEK, WEATh�� urnr1r11i1N QF. SPRr, EAVE DETAIL @ STUGGO 50ALE: 1 1/2" = I' — O" V M- A RCH I T ECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 O 4/29/2013 W 5/17/2013 1 3/8/2013 1: 1 1311 EXTERIOR ELEVATIONS 1 A2.1 UNIT 18 AND 19 m 0 V0LO (07) = w T_ 00 C) voo Q Qin U) 00 0 Z J Z O Q ^ Z �ry w 0 � Q O (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 O 4/29/2013 W 5/17/2013 1 3/8/2013 1: 1 1311 EXTERIOR ELEVATIONS 1 A2.1 UNIT 18 AND 19 82 'lillll\ \IIU` i lI/l REAR ELEVATION 50ALE: 1/ 4" = I' - O" LEFT ELEVATION SCALE: 1/ 4" = I' - O" F I R5T LEVEL 8243.51' LINE OF EXISTING GARDEN HALL A-1 BASEMENT LEVEL 8234.86' Design Review Staff Approval TOWN � By Warren Campbell at 1:49 pm, Jun 12, 2013 EXTERIOR COLORS $ MATERIALS LEOEND GUTTERS $ DOHN5POUT5: REMOVE EXISTING DOWNSPOUTS AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. GARDEN HALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT 5PEC'5 SHEET TH. ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM 12 SHALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POHER -HA5H $ SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. 13 ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER 4 OHNNER'5 REP. REFER TO ATTACHED COLOR BOARD FOR 5PECIFICATION5 ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. CONTROL JOINTS: REFERENCE A5TM G 1063 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS - GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NO A SINGLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CA51NO BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION 5PA6ING SHALL BE NOT LF-55 THAN I/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 7.11.4.1 CONTROL JOINTS - CONTROL (EXPAN510N AND CONTRACTION) JOINTS SHALL BE INSTALLED IN HALLS TO DELINEATE AREAS NOT MORE THAN 144 FTz AND TO DELINEATE AREAS NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT I5, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH- TO -HIDTH RATIO OF 22 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGE5 DIRECTION. 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPAN51ON JOINT OCCURS IN THE BASE EXTERIOR HALL. 7.11.4.4 HALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EXISTING Ix TRIM TO REMAIN EXISTING 2x FASCIA TO REMAIN EXISTING SOFFIT VENT TO REMAIN CAULK BEAD NEW 2x10 CEDAR FREEZE BOARD NEW 1/2" PLYWOOD SPACER NEW 1 1/2 EXTRUDED FOAM INSULATION NEW IXS CEDAR LAP 51DINO TYVEK, HEATHER BARRIER RE: 5PEC. EXISTING ROOF ASSEMBLY TO REMAIN EXISTING 2x SPACER TO REMAIN EXISTING PLYWOOD EXISTING 2x STUDHALL TO REMAIN EAVE DETAIL @ SIDING SCALE: 1 1/2" = I' - O" V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 NEW STUCCO (I GOAT): 5TO POHERHALL STUCCO PRE - BLENDED, QUICKRETE - TYVEK HEATHER BARRIER RE: SPECS., 11/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" QUIGKRETE BASE GOAT STUCCO BASE, 5TO PRIMER/ADHE5IVE -B ACRYLIC BASE GOAT W EMBEDDED 5TO 0 REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POHERHALL 5HIRL FINISH. COLOR - SAG HARBOR GRAY. 2 NEH HOOD SIDING: 1x6 R.5. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL LJi FIN15H DETAILS. ov00 NEW 2x RS CEDAR HOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. z Q EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE $ 4 NO WORK. 00 NEH DECK/BALCONY 4 6UARDRAIL5: SHALL BE ROUGH SAWN J GEDAR, STAINED. RE: DETAILS ON SHEET Ab.1. NEH DECKING Z SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE Q GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. w 0 EXISTING HOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN EL AS 15 WITH NEW PAINT. -� WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR GLADDING, AND OPERATOR. G� STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS $ DOHN5POUT5: REMOVE EXISTING DOWNSPOUTS AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. GARDEN HALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT 5PEC'5 SHEET TH. ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM 12 SHALL REMAIN, RE -SET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POHER -HA5H $ SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. 13 ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER 4 OHNNER'5 REP. REFER TO ATTACHED COLOR BOARD FOR 5PECIFICATION5 ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. CONTROL JOINTS: REFERENCE A5TM G 1063 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS - GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NO A SINGLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CA51NO BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION 5PA6ING SHALL BE NOT LF-55 THAN I/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 7.11.4.1 CONTROL JOINTS - CONTROL (EXPAN510N AND CONTRACTION) JOINTS SHALL BE INSTALLED IN HALLS TO DELINEATE AREAS NOT MORE THAN 144 FTz AND TO DELINEATE AREAS NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT I5, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH- TO -HIDTH RATIO OF 22 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGE5 DIRECTION. 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPAN51ON JOINT OCCURS IN THE BASE EXTERIOR HALL. 7.11.4.4 HALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EXISTING Ix TRIM TO REMAIN EXISTING 2x FASCIA TO REMAIN EXISTING SOFFIT VENT TO REMAIN CAULK BEAD NEW 2x10 CEDAR FREEZE BOARD NEW 1/2" PLYWOOD SPACER NEW 1 1/2 EXTRUDED FOAM INSULATION NEW IXS CEDAR LAP 51DINO TYVEK, HEATHER BARRIER RE: 5PEC. EXISTING ROOF ASSEMBLY TO REMAIN EXISTING 2x SPACER TO REMAIN EXISTING PLYWOOD EXISTING 2x STUDHALL TO REMAIN EAVE DETAIL @ SIDING SCALE: 1 1/2" = I' - O" V ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 O 4/29/2013 W 5/17/2013 11 3/8/2013 1: 1 1311 EXTERIOR ELEVATIONS 1 A2.2 UNIT 18 AND 19 0 V0LO LJi ov00 z Q Qin U) < 00 0 Z J Z O Q ^ Z �ry w 0 � Q O (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 O 4/29/2013 W 5/17/2013 11 3/8/2013 1: 1 1311 EXTERIOR ELEVATIONS 1 A2.2 UNIT 18 AND 19 0 E.a O O` 6 � [ t t i O 02 C� I I �i UNIT =5 UNIi =& LINE OF FOUNDATION HALL - TYP. F_ I LINE OF FOUNDATION HALL - TYP. UNEXC, AV ATED 06 O E) 105 T, I — 1 1 0 m N w o �o � z ®r- 8 00 0 O EXTERIOR GOLORS $ MAfiE l ALS LEGEND NEW STUCCO (I GOAT): 5TO POHERHALL STUCCO PRE - BLENDED, GUICKRETE - TYVEK HEATHER BARRIER RE: 5PEC5., 1 1/2" EXTRUDED FOAM INSULATION, METAL LATH PER ASTM G 1063, 1/2" OUICKRETE 6A5E GOAT STUCCO BASE, 5TO PRIMER/ADHE5IVE -5 ACRYLIC BASE GOAT H/ EMBEDDED 5TO REINFORCING MESH, 5TO PRIMER 5MOOTH HITH 5TO POHERHALL 5HIRL FIN15H. COLOR - 5A6 HARBOR GRAY. NEW HOOD 51DINO: Ixb R.5. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FIN15H DETAILS. NEW 2x R5 CEDAR HOOD TRIM AND RIM JOI5T5: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. EXISTING METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE 4 NO WORK. NEW DECK/BALCONY I GUARDRAILS: 5HALL BE ROUGH 5AHN CEDAR, STAINED. RE: DETAILS ON SHEET Ab.1. NEW DECKING 5HALL BE EVERGRAIN, CLA5510 COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FA5TENER5. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING HOOD SOFFIT 4 FASCIA AT ROOF: 5HALL REMAIN A5 15 WITH NEW PAINT. -� HINDOH5 AND 120013.5 HAVE BEEN REPLACED, REMOVE AND RE5ET. NEW OVERHEAD GARAGE DOOR: REMOVE EXI5TIN6 AND 8 INSTALL NEW THERMACORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. Gi 5T UCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS 4 DOHN5POUT5: REMOVE EXI5TIN6 DOHN5POUT5 A5 O NEGE55ARY AND REIN5TALL AFTER BUILDING IMPROVEMENT5 COMPLETION. PAINT TO MATCH NEH ADJACENT HALL FIN15HE5. GARDEN HALL: PATCH AND REPAIR EX15TINO STUCCO. 2 COATS OF PAINT RE: PAINT 5PEC'S 5HEET TH. ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER 5Y5TEM 2 5HALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVER5, REGROUP A5 NEGE55ARY, POHER -HASH $ SEAL HITH THO COAT5 OF CLEAR MA50NRY 5EALER. ADDITIONAL INSULATION: ADD IN5ULATION, COORDINATE HITH OWNER 4 OHNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR 5PECIFICATION5 ON ALL COLORS AND MATERIAL5. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL IN5TALLATION OF PROP05ED MATERIAL5. Design Review Staff Approval F j By Warren Campbell at 1:49 pm, Jun 12, 2013 BASEMENT LEVEL FLAN SCALE: 1/ 4" = 1'- 0" u W ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 ©COPYRIGHT Victor Mark N Donaldson Architects All Rights Reserved ■ 1 Q 4/29/2013 W 5/17/2013 1 2/22/2013 1: 1 1305 BASEMENT LEVEL PLAN 1 A1.0 UNIT 5 AND 6 CUD Q 0 Lo =w00 oVz0 ~U) 0 Q LQo0� a z U)0 r) C) ED Q Qo> LO `. rn 0 CLO ©COPYRIGHT Victor Mark N Donaldson Architects All Rights Reserved ■ 1 Q 4/29/2013 W 5/17/2013 1 2/22/2013 1: 1 1305 BASEMENT LEVEL PLAN 1 A1.0 UNIT 5 AND 6 �i E.8 O 2 A�2.1 C 0__ 0 0 O 0 0 0 0e, O i I I SUN T4) 1 .42.2 0 O O O O O O O 0 KN Staff Approval TOW O F VA 1 L " By Warren Campbell at 1 :49 pm, Jun 12, 2013 O O THE FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING A TARGET ALLOWANCE FOR LAND50APE GRADING MODIFICATIONS FOR PPG 2013 PROJECT. THE PURPOSE 15 TO OVERCOME NEGATIVE DRAINAGE WITHIN 10' TO 15' IN AND AROUND EACH UNIT FOOTPRINT (I.E. LIVING AND GARAGE AREAS) BY UTILIZING A COMBINATION OF THE FOLLOWING LANDSCAPE GRADING WORK ITEMS: • GENERALLY, NEGATIVE DRAINAGE SHOULD BE OVERCOME BY IN0REA5IN6 EXISTING GRADE AT UNIT FOOTPRINT NO MORE THAN 12" TO IS" OF RE- GRADING NO MORE THAN 10' TO 15' FROM UNIT FOOTPRINT; • USE OF SUITABLE (NON -CLAY) IMPORT FILL MATERIAL SHOULD BE COMPACTED IN AT &5% TO 10% DENSITY AND OVERLAIN WITH A 50 MIL DRAINAGE FABRIC, 4" TO 6" BELOW FIN15HED GRADE TO DIRECT DRAINAGE WITHOUT LOCAL SATURATION; • TH15 IN TURN MAY CAUSE THE DEPTH OF DE51ON DETAIL FLA5HIN05 AT UNIT PERIMETER GRADE LEVEL TO SHORTEN 50ME 6" TO 12" IN AFFECTED AREAS; • IN SOME INSTANCES USE OF A 4 -INCH- DIAMETER ADS PERFORATED DRAIN PIPE WRAPPED IN FILTER FABRIC AND SET IN A 12 -INCH- DIAMETER GRAVEL TRENCH BED AND D150HAR6ED AT ABOUT A 2% SLOPE TO DAYLIGHT TO NEAREST 'DOWN SLOPING' GRADE AREA. GUTTERS, DONNSPOUTS $ HEAT TAPE THE FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING AN ADD ALTERNATE FOR PROJECT COSTS. THE VMDA DOCUMENTS INDICATE REMOVAL AND REINSTALLATION OF GUTTERS, DOHN5POUT5 AND HEAT TRACE COMPONENTS IN ORDER TO PROTECT THEM DURING CONSTRUCTION AND TO ALLOW FULL PAINT /STAIN COVERAGE OF FASCIA AND ADJACENT PRODUCTS. IN THE INSTANCE OF THI5 ADD ALTERNATE, PLEASE PROVIDE COSTS FOR: • NEW MATCHING GUTTERS, DOWNSPOUTS AND HEAT TRACE TO BE PROVIDED AND INSTALLED; • PROVIDE RAY -CHEM PRODUCTS WITH 8 HATT5 PER LINEAL FOOT IN ONE FOOT SPACED LOOPS, 3 FEET UP FROM 6UTTER5 WITH DOUBLE COVERAGE IN GUTTERS AND DOHN5POUT5; • PROVIDE AN ALLOWANGE WITHIN THE ADD ALTERNATE TO POTENTIALLY INCREASE ELECTRIC CAPACITY WITH NEW 5UB -PANEL PER YOUR ELECTRICIAN. OAULKS AND SEALANTS: SHALL BE A EXTERIOR GRADE WATERPROOF 4 PAINTABLE PREMIUM POLYURETHANE BASED SEALANT. 50 YEAR DURABILITY. u W ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 EXTERIOR COLORS $ ■ , Q MATERIALS LEGEND NEW 5TU0GO (I GOAT): 5TO POHERHALL STUCCO PRE- BLENDED, 1 2 QUIGKRETE - TYVEK HEATHER BARRIER RE: 5PE05., 1 1/2" 1: 1 1 EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1065, FIRST L 1/2" QUICKRETE BASE GOAT STUCCO BASE, 5TO FLOOR PLAN PRIMER /ADHESIVE -B ACRYLIC BASE GOAT H/ EMBEDDED 5TO Q 0 REINFORCING MESH, 5TO PRIMER SMOOTH HITH 5TO POHERHALL SWIRL FINISH. COLOR - SAG HARBOR GRAY. w (0 QQ 2 NEW HOOD SIDING: Ixb R.5. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL OFIN15H DETAILS. U) 0 NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: z RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. Z U)0 EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE 4 �O0U NO WORK. NEW DECK/BALCONY 8 GUARDRAIL5: SHALL BE ROUGH 5AHN >j CEDAR, STAINED. RE: DETAILS ON SHEET A6.1. NEW DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED HITH HIDDEN FASTENERS. ALL NEW O LO DECK FRAMING TO BE PRESSURE TREATED. EX15TINO HOOD SOFFIT 4 FASCIA AT ROOF: SHALL REMAIN A515 HITH NEW PAINT. -� HINDOH5 AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR HITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. OGi STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTER5 4 DOHN5POUT5: REMOVE EXISTING DOHN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEH ADJACENT HALL FINISHES. GARDEN HALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT 5PEG'5 SHEET TH. ENTRY PATIO $ GARDEN PAVERS, EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -HASH 4 SEAL HITH TWO GOATS OF CLEAR MASONRY SEALER. 13 ADDITIONAL INSULATION: ADD INSULATION, COORDINATE HITH OWNER 4 OHNNER'5 REP. L REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL ®r- COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. Q N G.7 DEOK EOU I EMENTS: 'EVERGRAIN COMPOSITE DECKING' I X 6 TO BE USED. 12' -0" LONG BOARDS MAX. INSTALL ALL EVERORAIN DECKING IN ACCORDANCE HITH TAMKO 'EVERGRAIN' OD DECKING INSTALLATION INSTRUCTIONS. COLOR TO BE GAPE GOD GREY FROM THEIR CLASSIC COLLECTION, GRAIN 51DE TO BE 2 INSTALLED FACING UP. INSTALL HITH GAMO MARKSMAN PRO HIDDEN DECK FA5TENING SYSTEM. ALL NEW DECK FRAMING TO BE PRESSURE TREATED. .42.2 DECKING TO BE INSTALLED BY A CERTIFIED INSTALLER. PROVIDE OEVERGRAIN E EVIDENCE OF SUCH QUALIFICATION HITH BID. NEW BEAMS TO BE INSTALLED BELOW DECK TO ALLOW FOR I' -4" MAXIMUM SPAN RE: STRUCTURAL GRADING NOTES: O 0 KN Staff Approval TOW O F VA 1 L " By Warren Campbell at 1 :49 pm, Jun 12, 2013 O O THE FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING A TARGET ALLOWANCE FOR LAND50APE GRADING MODIFICATIONS FOR PPG 2013 PROJECT. THE PURPOSE 15 TO OVERCOME NEGATIVE DRAINAGE WITHIN 10' TO 15' IN AND AROUND EACH UNIT FOOTPRINT (I.E. LIVING AND GARAGE AREAS) BY UTILIZING A COMBINATION OF THE FOLLOWING LANDSCAPE GRADING WORK ITEMS: • GENERALLY, NEGATIVE DRAINAGE SHOULD BE OVERCOME BY IN0REA5IN6 EXISTING GRADE AT UNIT FOOTPRINT NO MORE THAN 12" TO IS" OF RE- GRADING NO MORE THAN 10' TO 15' FROM UNIT FOOTPRINT; • USE OF SUITABLE (NON -CLAY) IMPORT FILL MATERIAL SHOULD BE COMPACTED IN AT &5% TO 10% DENSITY AND OVERLAIN WITH A 50 MIL DRAINAGE FABRIC, 4" TO 6" BELOW FIN15HED GRADE TO DIRECT DRAINAGE WITHOUT LOCAL SATURATION; • TH15 IN TURN MAY CAUSE THE DEPTH OF DE51ON DETAIL FLA5HIN05 AT UNIT PERIMETER GRADE LEVEL TO SHORTEN 50ME 6" TO 12" IN AFFECTED AREAS; • IN SOME INSTANCES USE OF A 4 -INCH- DIAMETER ADS PERFORATED DRAIN PIPE WRAPPED IN FILTER FABRIC AND SET IN A 12 -INCH- DIAMETER GRAVEL TRENCH BED AND D150HAR6ED AT ABOUT A 2% SLOPE TO DAYLIGHT TO NEAREST 'DOWN SLOPING' GRADE AREA. GUTTERS, DONNSPOUTS $ HEAT TAPE THE FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING AN ADD ALTERNATE FOR PROJECT COSTS. THE VMDA DOCUMENTS INDICATE REMOVAL AND REINSTALLATION OF GUTTERS, DOHN5POUT5 AND HEAT TRACE COMPONENTS IN ORDER TO PROTECT THEM DURING CONSTRUCTION AND TO ALLOW FULL PAINT /STAIN COVERAGE OF FASCIA AND ADJACENT PRODUCTS. IN THE INSTANCE OF THI5 ADD ALTERNATE, PLEASE PROVIDE COSTS FOR: • NEW MATCHING GUTTERS, DOWNSPOUTS AND HEAT TRACE TO BE PROVIDED AND INSTALLED; • PROVIDE RAY -CHEM PRODUCTS WITH 8 HATT5 PER LINEAL FOOT IN ONE FOOT SPACED LOOPS, 3 FEET UP FROM 6UTTER5 WITH DOUBLE COVERAGE IN GUTTERS AND DOHN5POUT5; • PROVIDE AN ALLOWANGE WITHIN THE ADD ALTERNATE TO POTENTIALLY INCREASE ELECTRIC CAPACITY WITH NEW 5UB -PANEL PER YOUR ELECTRICIAN. OAULKS AND SEALANTS: SHALL BE A EXTERIOR GRADE WATERPROOF 4 PAINTABLE PREMIUM POLYURETHANE BASED SEALANT. 50 YEAR DURABILITY. u W ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 ©COPYRIGHT Victor Mark N N ■ , Q Q 4/29/2013 W 5/17/2013 1 2 2/22/2013 1: 1 1 1305 FIRST L LEVEL FLOOR PLAN CUD Q 0 Lo UNIT 5 AND 6 w (0 QQ oV00 Q LO ¢ U) 0 Q 0 z Z U)0 J �O0U Q O LO > 0 ©COPYRIGHT Victor Mark N N ■ , Q Q 4/29/2013 W 5/17/2013 1 2 2/22/2013 1: 1 1 1305 FIRST L LEVEL FLOOR PLAN 1 A A1.1 UNIT 5 AND 6 O O 2 O E.a O O O 0 02 UN I T =5 UN I T=6 (00 0 08, .42.2 O O O O U O O O O ®r- 8 0 2 Nz311 O (D O EXTERIOR COLORS $ MATERIALS LEOEND NEW STUCCO (I GOAT): 5TO POHERHALL STUCCO PRE - BLENDED, QUIGKRETE - TYVEK HEATHER BARRIER RE: SPECS., 1 1/2" EXTRUDED FOAM IN5ULATION, METAL LATH PER A5TM G 1063, 1/2" QUIGKRETE BASE GOAT 5TUCGO BA5E, 5TO PRIMER/ADHE5IVE -B ACRYLIC BASE GOAT H/ EMBEDDED 5TO REINFORCING ME5H, 5TO PRIMER 5MOOTH WITH 5TO POHERHALL 5HIRL FIN15H. COLOR - 5AG HARBOR GRAY. 2 NEW HOOD 51DINO: 1x6 R.5. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FIN15H DETAILS. 3 NEH 2x R5 CEDAR HOOD TRIM AND RIM J015T5: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAIL5. EXI5TIN6 METAL ROOF 5HIN6LE5: TO REMAIN -NO CHANGE 8 NO WORK. NEW DECK/BALCONY 4 6UARDRAIL5: SHALL BE ROUGH 5AHN J CEDAR, 5TAINED. RE: DETAIL5 ON SHEET Ab.1. NEH DECKING 5HALL BE EVERGRAIN, CLA5510 COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FA5TENER5. ALL NEW DECK FRAMING TO BE FRF-55URE TREATED. EX15TINO HOOD SOFFIT 4 FASCIA AT ROOF: 5HALL REMAIN A5 15 WITH NEW PAINT. -7 HINDOH5 AND DOOR5 HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EX15TINO AND 8 INSTALL NEW THERMACORE OVERHEAD DOOR WITH Ixb R.S. CEDAR GLADDING, AND OPERATOR. Gf 5TU000 SOFFIT ABOVE, RE: DETAIL(5) GUTTERS $ DOHN5POUT5: REMOVE EXISTING DOHN5POUT5 A5 O NEGE55ARY AND REIN5TALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. GARDEN HALL: PATCH AND REPAIR EX15TINO STUCCO. 2 GOATS OF PAINT RE: PAINT 5PEC'S 5HEET TH. ENTRY PATIO $ GARDEN PAVER5: EXISTING PAVER 5Y5TEM 2 5HALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVER5, REGROUP A5 NEGE55ARY, POHER -HA5H $ SEAL WITH THO GOATS OF CLEAR MA50NRY 5EALER. 13 ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OHNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR 5PECIMCATION5 ON ALL COLORS AND MATERIAL5. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. O Design Review Staff Approval TO, OF VA1� By Warren Campbell at 1:50 pm, Jun 12, 2013 O SEGOND LEVEL FLOOR PLAN 50ALE: I / 4" = I' - O" ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N ■ , L4/29/2013 W 5/17/2013 1 2/22/2013 1: 1 1305 r) LEVEL FLOOR vQ 0 Lo �= w00 Io V ~U) o 0 0 Q LQ0� Q o � z z U)0 �Or)U Lu Q Qo> LO rn 0 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N ■ , L4/29/2013 W 5/17/2013 1 2/22/2013 1: 1 1305 SECOND LEVEL FLOOR PLAN 1 A1.2 UNIT 5 AND 6 I521 NEW PED� H/ S' RE: I 82" r VI/'Tli Ii r IIt lilr.//t - nF t9A I\I� OL BASEMENT LEVEL _ 8226.Q7' FRONT ELEVATION Ux�E I, <,I -o FXI�TIUr r.WIMUI =YS Tn RF PAN r-i `F 8226.1-17' RIGHT ELEVATION ACED FRENCH DOOR SEGOND LEVEL IF 8242.67' EL BASEMENT LEVEL 822.17' EXTERIOR COLORS I$ MATERIALS LEGEND NEW STUCCO (I GOAT): 5TO POHERHALL STUCCO PRE- BLENDED, OUIGKRETE - TYVEK HEATHER BARRIER RE: SPECS., 11/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" OUIGKRETE BASE GOAT STUCCO BASE, 5TO PRIMER/ADHE5IVE -6 ACRYLIC BASE GOAT W EMBEDDED 5TO REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POHERHALL 5HIRL FINISH. COLOR - SAG HARBOR GRAY. 2 NEW HOOD 51DINO: Ix6 R.5. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FIN15H DETAILS. 3 NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE 4 NO WORK. NEW DECK/BALCONY $ GUARDRAIL5: SHALL BE ROUGH 5AHN J CEDAR, STAINED. RE: DETAILS ON SHEET A6.1. NEW DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING HOOD SOFFIT $ FASCIA AT ROOF: SHALL REMAIN A515 WITH NEW PAINT. -� WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR HITH Ix6 R.5. CEDAR CLADDING, AND OPERATOR. Gi STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTER5 $ DOHN5POUT5: REMOVE EXISTING DOHN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. GARDEN HALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT SPEC'S SHEET TH. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -HA5H $ SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER, ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OHNNER'5 REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. CONTROL JOINTS: REFERENCE A5TM G 1063 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS- GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NG A 51NGLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CA51NO BEADS. THE SEPARATION SPACING SHALL BE NOT LF-55 THAN I/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 7.11.4.1 CONTROL JOINTS- CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN HALLS TO DELINEATE AREAS NOT MORE THAN 144 FT' AND TO DELINEATE AREAS NOT MORE THAN 100 FTZ FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, GURVE5, OR ANGLE TYPE STRUCTURES. 1.11.4.2 THE D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGE5 DIRECTION. 1.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPAN5ION JOINT OCCURS IN THE BASE EXTERIOR HALL. 1.11.4.4 HALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EXISTING Ix TF TO REMAIN EXISTING 2x F TO REMAIN EXISTING 50F VENT TO REM, CAULK BEAD E I RST LEVEL NEW 2x l0 GEL BOARD 8254.02' NEW 1/2" PLYY NEW 1 1/2" EX' INSULATION NEW IXS CEDE T ^ lr-V HEATS RE: 5PEG. ,mom BASEMENT LEVEL 8225.17' Design Review Staff Approval By Warren Campbell at 1:50 pm, Jun 12, 2013 TOWN OF VAIL EAVE DETAIL @ SIDING 50ALE: 1 1/2" = I' - 0" V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved Q 4/29/2013 W 5/17/2013 2/22/2013 1305 EXTERIOR ELEVATIONS A2.1 UNIT 5 AND 6 r) vQ 0 Lo w 00 0 0 r) Q Lo Q U 0 Q 0 Z Q U)0 J O LLJ _j Q Qo> LO rn 0 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved Q 4/29/2013 W 5/17/2013 2/22/2013 1305 EXTERIOR ELEVATIONS A2.1 UNIT 5 AND 6 OL E I RST LEYEI 8254.02' m>nI� BASEMENT LEVEL FOOTING, RE: 5TRUGT. I I L J — L__ J - - - - - - - - - —r-T - - - - - - - - - - L_ - -J UN T= UN T =6 � � 1-T �N� SCALE: - O" �ullllr� re�r�ri�r ur vnrwl� UN T =5 UN T =6 SCALE: I / 4" = I' - O" CONTROL JOINT5: REFERENCE A5TM G 1063 1.10.1.4 LATH 5HALL NOT BE GONTINUOU5 THROUGH CONTROL JOINTS BUT 5HALL BE STOPPED AND TIED AT EACH 51DE. 1.11.4 CONTROL JOINT5- 6ENERAL - CONTROL JOINTS 5HALL BE FORMED BY U51N6 A 51N6LE PREFABRICATED MEMBER OR FABRICATED BY IN5TALLING CA5INO BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEAD5. THE 5EPARATION SPACING 5HALL BE NOT LE55 THAN I/8 IN. OR A5 REQUIRED BY THE ANTICIPATED THERMAL EXP05URE RANGE AND 5HALL BE IN CONFORMANCE WITH 7.10.1.4. 1.11.4.1 CONTROL JOINT5- 0ONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN HALLS TO DELINEATE AREAS NOT MORE THAN 144 FT' AND TO DELINEATE AREA5 NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLIGATION5, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE 5TRUCTURE5. 1.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS 5HALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH- TO -HIDTH RATIO OF 22 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE GEILING FRAMING OR FURRING CHANGES DIRECTION. 1.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPAN5ION JOINT OCGUR5 IN THE SASE EXTERIOR HALL. 1.11.4.4 HALL OR PARTITION HEIGHT DOOR FRAME5 SHALL BE GON5IDERED A5 CONTROL JOINTS. SECOND LEVEL EXI5TING Ix TF 5245.1 -7' TO REMAIN EX15TINO 2x F TO REMAIN EXISTING 50F' VENT TO REM, FIRST LEVEL CAULK BEAD 5235.12' NEW 2x10 GEL FREEZE BOAR NEW 1/2" PLYY CA51NO BEAD NEW 11/2" EX1 IN5ULATION NEW STUCCO TYVEK, rv-r% I a� cati EAVE DETAIL @ STUGGO SCALE: 1 1/2" = I' - O" V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 EXTERIOR COLORS $ MATERIALS LEGEND NEW STUCCO (I GOAT): 5TO POHERHALL STUCCO PRE- BLENDED, n GUIGKRETE - TYVEK HEATHER BARRIER RE: SPECS., 11/2" vQ EXTRUDED FOAM IN5ULATION, METAL LATH PER A5TM G 1063, Lo 1/2" OUICKRETE BASE GOAT 5TUCC0 BA5E, 5TO w 00 PRIMER/ADHE5IVE -5 ACRYLIC BA5E GOAT W EMBEDDED 5TO 0 r) REINFORCING ME5H, 5TO PRIMER SMOOTH WITH 5TO POHERHALL Q LO SWIRL FINISH. COLOR - SAG HARBOR GRAY. Q 0 2 NEW HOOD SIDING: Ixb R.5. CHANNEL LAP CEDAR SIDING z u0 J OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FIN15H DETAILS. NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: _j Q RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. LO EX15TINO METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE $ rn NO WORK. 0 NEW DECK/BALCONY s GUARDRAILS: 5HALL BE ROUGH SAWN rJ- CEDAR, STAINED. RE: DETAIL5 ON 5HEET A6.1. NEW DECKING 5HALL BE EVERGRAIN, GLA5510 COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FA5TENER5. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. df-, SECOND LEVEL 6 EXI5TING WOOD SOFFIT 4 FA5GIA AT ROOF: 5HALL REMAIN 8245.17' A5 15 WITH NEW PAINT. -� WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND REM. STUGGO ,5TAL/ HALL NEW OVERHEAD GARAGE DOOR: REMOVE EX15TINO AND 'ONE GAP INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ix(b R.5. )ETAIL5 CEDAR CLADDING, AND OPERATOR. G� STUCCO SOFFIT ABOVE, RE: DETAIL(5) FIRST LEVEL GUTTERS $ DOHN5POUT5: REMOVE EX15TINO DOHN5POUT5 A5 8235.x2' O NEGE55ARY AND REIN5TALL AFTER BUILDING IMPROVEMENT5 COMPLETION. PAINT TO MATCH NEH ADJACENT HALL FIN15HE5. GARDEN HALL: PATCH AND REPAIR EXI5TIN6 STUGGO. 2 GOATS OF PAINT RE: PAINT 5PEG'S SHEET TH. ENTRY PATIO 4 GARDEN PAYERS: EX15TINO PAVER 5Y5TEM 2 5HALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVER5, REGROUP A5 NEGE55ARY, POHER -HA5H $ 5EAL WITH THO COATS OF CLEAR MA50NRY SEALER. 13 ADDITIONAL IN5ULATION: ADD IN5ULATION, COORDINATE WITH OWNER 4 OHNNER'S REP. at BASEMENT LEVEL 5226.17' REFER TO ATTACHED COLOR BOARD FOR 5PEGIFIGATION5 ON ALL COLOR-5 AND MATERIAL5. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL IN5TALLATION OF PROPOSED MATERIALS. CONTROL JOINT5: REFERENCE A5TM G 1063 1.10.1.4 LATH 5HALL NOT BE GONTINUOU5 THROUGH CONTROL JOINTS BUT 5HALL BE STOPPED AND TIED AT EACH 51DE. 1.11.4 CONTROL JOINT5- 6ENERAL - CONTROL JOINTS 5HALL BE FORMED BY U51N6 A 51N6LE PREFABRICATED MEMBER OR FABRICATED BY IN5TALLING CA5INO BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEAD5. THE 5EPARATION SPACING 5HALL BE NOT LE55 THAN I/8 IN. OR A5 REQUIRED BY THE ANTICIPATED THERMAL EXP05URE RANGE AND 5HALL BE IN CONFORMANCE WITH 7.10.1.4. 1.11.4.1 CONTROL JOINT5- 0ONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN HALLS TO DELINEATE AREAS NOT MORE THAN 144 FT' AND TO DELINEATE AREA5 NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLIGATION5, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE 5TRUCTURE5. 1.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS 5HALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH- TO -HIDTH RATIO OF 22 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE GEILING FRAMING OR FURRING CHANGES DIRECTION. 1.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPAN5ION JOINT OCGUR5 IN THE SASE EXTERIOR HALL. 1.11.4.4 HALL OR PARTITION HEIGHT DOOR FRAME5 SHALL BE GON5IDERED A5 CONTROL JOINTS. SECOND LEVEL EXI5TING Ix TF 5245.1 -7' TO REMAIN EX15TINO 2x F TO REMAIN EXISTING 50F' VENT TO REM, FIRST LEVEL CAULK BEAD 5235.12' NEW 2x10 GEL FREEZE BOAR NEW 1/2" PLYY CA51NO BEAD NEW 11/2" EX1 IN5ULATION NEW STUCCO TYVEK, rv-r% I a� cati EAVE DETAIL @ STUGGO SCALE: 1 1/2" = I' - O" V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 L4/29/2013 W 5/17/2013 1 2/22/2013 1: 1 1305 EXTERIOR ELEVATIONS 1 A2.2 UNIT 5 AND 6 n vQ 0 Lo w 00 0 0 r) Q LO U) C) Q 0 z z u0 J U LLJ _j Q Qo> LO rn 0 @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ■ 1 L4/29/2013 W 5/17/2013 1 2/22/2013 1: 1 1305 EXTERIOR ELEVATIONS 1 A2.2 UNIT 5 AND 6 2 .42.1 tl 6 4- ua O� N F to r O r O O O O O O O O O 7.I .G MASTER BATHROOM 203 ri MASTER BEDROOM 203 6 � .., .46.2 a I OR BELOW GRADE 5 a 6.2 LINE OF FLOOR ABOVE ----I E C, H O 203 r li�� 00 3 ,46.2 12 O — 0 i .46.2 - 12142' N 1 L 4/29/2013 1 1 7.I.A 7.1.1 SITTING 203 ENTRY 203 LIVINO ROOM 203 51LL ABOVE GRADE E 161M. O� O UNIT= 7 17 AN I T =a SILL @ OR BELOW GRADE CZ3) EXISTING DOOR, DOOR FRAME 4 THRESHOLD TO REMAIN, REPLACE EXTERIOR TRIM OARAOE 203 KITCHEN 203 DINING ROOM 203 1 zro.1 Sim. 113 w O m O N SILL ® OR BELOW GRADE W EXISTING DOOR, DOOR FRAME $ THRESHOLD TO REMAIN, REPLACE EXTERIOR TRIM GARAGE 20� K I TGHEN 203 00 O O V �- - � ON ' EXTERIOR COLORS GUTTERS, DOWNSPOUTS $ HEAT TAPE MATERIALS LEGEND NOTES: NEW STUCCO (I GOAT): 5TO POWERWALL STUCCO PRE - BLENDED, THE FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING AN ADD ALTERNATE QUICKRETE - TYVEK WEATHER BARRIER RE: 5PEG5., 11/2" FOR PROJECT COSTS. THE VMDA DOCUMENTS INDICATE REMOVAL AND O EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" OUIGKRETE BASE GOAT STUCCO BASE, 5TO REINSTALLATION OF GUTTERS, DOWN5POUT5 AND HEAT TRAGE COMPONENTS IN ORDER PRIMER/ADHESIVE -B ACRYLIC, BASE GOAT W/ EMBEDDED 5TO TO PROTECT THEM DURING CONSTRUGTION AND TO ALLOW FULL PAINT /5TAINI REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POWERWALL COVERAGE OF FASCIA AND ADJACENT PRODUCTS. IN THE INSTANCE OF THI5 ADD SWIRL FINISH. COLOR - SAG HARBOR GRAY. ALTERNATE; PLEASE PROVIDE 005T5 FOR: 2 NEW WOOD 51DINO: 1x6 R.5. CHANNEL LAP CEDAR 51DINO • NEW MATCHING GUTTER5, DOWN5POUT5 AND HEAT TRACE TO BE PROVIDED AND OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL ARCHITECTURE INSTALLED; FIN15H DETAILS. PLANNING • PROVIDE RAY -GHEM PRODUCTS WITH 8 WATTS PER LINEAL FOOT IN ONE FOOT NEW 2x R5 CEDAR WOOD TRIM AND RIM JOISTS: INTERIORS SPACED LOOPS, 3 FEET UP FROM GUTTERS WITH DOUBLE COVERAGE IN GUTTERS RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. SINCE 1977 AND DOWNSPOUTS; 4 EXISTING METAL ROOF SHINGLES: TO REMAIN -NO GRANGE � • PROVIDE AN ALLOWANCE WITHIN THE ADD ALTERNATE TO POTENTIALLY INGREA5E NO WORK. VA ELECTRIC CAPACITY WITH NEW 5UB -PANEL PER YOUR ELECTRICIAN. ARCH I T E C T S NEW DEGK/BALGONY 4 GUARDRAILS: SHALL BE ROUGH SAWN CAULKS AND SEALANTS: CEDAR, STAINED. RE: DETAILS ON SHEET A6.1. NEW DECKING 9 0 W BENCHMARK R O R D SHALL BE EVERGRAIN, CLASSIC GOLLEGTION, GOLOR GAPE SHALL BE A EXTERIOR GRADE WATERPROOF PAINTABLE PREMIUM POLYURETHANE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW BASED SEALANT. 50 YEAR DURABILITY. DECK FRAMING TO BE PRESSURE TREATED. S U I T E 207 EXISTING WOOD SOFFIT $ FA501A AT ROOF: SHALL REMAIN O X 0 0 OAS 15 WITH NEW PAINT. zGAS METER -� WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND AVON, C 0 81620 RESET. zGAS METER NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 9 7 0.9 4 9.5 2 0 0 8 ELECTRIC METER INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.S. m m m CEDAR GLADDING, AND OPERATOR. V m d a@ V m d a. C O m ELECTRIC METER � STUCCO SOFFIT ABOVE, RE: DETAIL(5) FAX 9 4 9.5 2 0 5 I I 3 GUTTERS 4 DOWN5POUT5: REMOVE EXISTING DOWNSPOUTS AS 6.2 I O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. 12 GARDEN WALL: PATCH AND REPAIR EXI5TING 5TUGGO. 2 O I I GOATS OF PAINT RE: PAINT SPEC'S SHEET TH. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NEGE55ARY, POWER -WA5H O SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH o 13 OWNER 8 OWNNER'5 REP. � 1 N1 .46.1 SIM. REFER TO ATTAGHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE 2 BUILDING FOR TYPIGAL INSTALLATION OF PROPOSED MATERIALS. 51LL @ OR BELOW GRADE x,2.2 DECK REOU I REMENTS: JL IIADD STEP 1 'EVERGRAIN GOMP051TE DECKING' I X b TO BE USED. 12' -0" LONG BOARDS MAX. Cn -I 5 INSTALL ALL EVERGRAIN DEGKING IN AGGORDANGE WITH TAMKO 'EVERGRAIN' -� EXTEND LANDING a .46 2 DECKING INSTALLATION INSTRUCTIONS. LINE OF FLOOR ABOVE COLOR TO BE GAPE GOD GREY FROM THEIR CLASSIC, COLLECTION, GRAIN 51DE TO BE 0 E INSTALLED FACING UP. INSTALL WITH GAMO MARKSMAN PRO HIDDEN DECK FA5TENING Q �- 1 8.1.3 SYSTEM, ALL NEW DECK FRAMING TO BE PRE55URE TREATED. V 0 Lo .46.2 I O EVERGRAIN DECKING TO BE INSTALLED BY A CERTIFIED INSTALLER. PROVIDE Q0 OO T EVIDENCE OF SUCH OUALIFIGATION WITH BID. S.I.A D I MEGH. F NEW BEAMS TO BE INSTALLED BELOW DECK TO ALLOW FOR 1' -4" MAXIMUM SPAN � z 00 O RE: STRUCTURAL Q V 0 8.1.1 �0 S.I.B 203 z � � � 46.2 GRAS NG NOTES: Q (j) < THE FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING A TARGET z 0 SITTING MASTER BATHROOM ALLOWANCE FOR LAND50APE GRADING MODIFICATIONS FOR PPG 2013 PROJECT. THE C15 ENTRY 203 203 PURPOSE 15 TO OVERCOME NEGATIVE DRAINAGE WITHIN 10' TO 15' IN AND AROUND z (n 0 203 � U I I Fiff 1111 EACH UNIT FOOTPRINT (I.E. LIVING AND GARAGE AREAS) BY UTILIZING A COMBINATION O Q OF THE FOLLOWING LAND50APE GRADING WORK ITEMS: � J • GENERALLY, NEGATIVE DRAINAGE SHOULD BE OVERCOME BY INCREASING OEXISTING GRADE AT UNIT FOOTPRINT NO MORE THAN 12" TO IS" OF RE-RE- GRADING O > G NO MORE THAN 10' TO 15' FROM UNIT FOOTPRINT; L(7 w • USE OF SUITABLE (NON -CLAY) IMPORT FILL MATERIAL SHOULD BE COMPACTED IN AT 55% TO 10% DENSITY AND OVERLAIN WITH A 30 MIL DRAINAGE FABRIC, 4" TO O b" BELOW FIN15HED GRADE TO DIRECT DRAINAGE WITHOUT LOCAL SATURATION; > • THIS IN TURN MAY CAUSE THE DEPTH OF DE51GN DETAIL FLA5HING5 AT UNIT O PERIMETER GRADE LEVEL TO SHORTEN SOME 6" TO 12" IN AFFECTED AREAS; _� • IN SOME INSTANCES USE OF A 4 -INCH- DIAMETER ADS PERFORATED DRAIN PIPE `i WRAPPED IN FILTER FABRIC AND SET IN A 12 -INCH- DIAMETER GRAVEL TRENCH BED AND DISCHARGED AT ABOUT A 2% SLOPE TO DAYLIGHT TO NEAREST 'DOWN — I SLOPING' GRADE AREA. MASTER BEDROOM D I N I NO ROOM L I V I NO ROOM 205 205 1 203 I I � — — — — — — — — — — — — — — — 81.4 I 1 I S.I.D S.I.0 i A6.2 I I I O O O O 8.1.1 S.I.H 8.1.G S.I.F I I � I I X6.2 LINE OF FLOOR ABOVE I I .42.2 I I a I I I ------------- - - - - -- 51LL ABOVE CRAVE 5 6 (i) 8 O Design Review Staff Approval �� �� 1(� By Warren Campbell at 1:50 pm, Jun 12, 2013 UM FIRST LEVEL FLOOR PLAN (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N 1 L 4/29/2013 W 5/17/2013 1 04/04/2013 1: 1 1306 FIRST LEVEL FLOOR PLAN 1 A1.1 UNIT 7 AND 8 O O O O O 00 O O T =T AN T =� ., n EXTERIOR COLORS $ MATEIRIALS LEGEND O O 0 0 O 00 O O ^l STUCCO (I GOAT): STO POHERHALL STUCCO PRE - BLENDED, CKRETE - TYVEK WEATHER BARRIER RE: 5PEC5., 11/2" TRUDED FOAM INSULATION, METAL LATH PER A5TM G 1065, ' QUICKRETE BASE GOAT STUCCO BASE, 5TO IMER/ADHE5IVE -B ACRYLIC BASE GOAT W EMBEDDED 5TO INFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POWERWALL IRL FINISH. COLOR - SAG HARBOR GRAY. ,l WOOD 5101NO: Ixb R.5. CHANNEL LAP CEDAR SIDING ER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL 115H DETAILS. �l 2x R5 CEDAR WOOD TRIM AND RIM JOISTS: : EXTERIOR TRIM, WINDOW AND DOOR DETAILS. 15TING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE WORK. N DECK/'BALCONY $ GUARDRAILS: SHALL BE ROUGH 5AHN DAR, STAINED. RE: DETAILS ON SHEET Ab.l. NEW DECKING 4LL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE D GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW GK FRAMING TO BE PRE55URE TREATED. 15TINO WOOD SOFFIT $ FA56IA AT ROOF: SHALL REMAIN 15 WITH NEW PAINT. IDOH5 AND DOORS HAVE BEEN REPLACED, REMOVE AND SET, N OVERHEAD GARAGE DOOR: REMOVE EXISTING AND TALL NEW THERMACORE OVERHEAD DOOR WITH Ix(9 R.5. DAR CLADDING, AND OPERATOR. )CCO SOFFIT ABOVE, RE: DETAIL(5) TTER5 4 DOHN5POUT5: REMOVE EXISTING DOHN5POUT5 AS :E55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS MPLETION. PAINT TO MATCH NEW ADJACENT HALL FINISHES. RDEN HALL: PATCH AND REPAIR EXISTING STUCCO. 2 AT5 OF PAINT RE: PAINT 5PE0'5 SHEET TH. 7RY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM 4LL REMAIN, RE -SET LOOSE AND REPLACE BROKEN OR AGKED PAVERS, REGROUP AS NECESSARY, POWER -WASH )EAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. DITIONAL INSULATION: ADD INSULATION, COORDINATE WITH NER $ OHNNER'5 REP. :) ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. �5Design Review Staff Approval By Warren Campbell at 1:50 pm, Jun 12, 20, AIL ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 (E)COPYRIGHT Victor Mark Donaldson Architects N All Rights Reserved 0 A4/29/2013 CUD Q 0 Lo oo = �Q0 w oo z*�U)Q AM) z 0 A1.2 Q I` Q 0 W 0 L: 06. Q —.1 O z 0 � r) U LU J Q Qo> O CLW (E)COPYRIGHT Victor Mark Donaldson Architects N All Rights Reserved 1 A4/29/2013 W 5/17/2013 11 04/04/2013 1: 1 1306 SECOND LEVEL FLOOR PLAN 1 A1.2 UNIT 7 AND 8 LINE OF EXISTING GARDEN WALL �1 i A r/_ —tom h A I \ Ir t t- h A I \ Ir —t- n A 111- Y t- t A 111- Design Review Staff Approval By Warren Campbell at 1:50 pm, Jun 12, 2013 CONTROL JOINTS: REFERENCE A5TM G 1063 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS- GENERAL - CONTROL JOINTS SHALL BE FORMED BY USING A SINGLE PREFABRICATED MEMBER OR FABRICATED BY IN5TALLIN6 CASING BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CA51NO BEADS. THE SEPARATION SPACING SHALL BE NOT LE55 THAN 115 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 7.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT AND TO DELINEATE AREAS NOT MORE THAN 100 FT2 FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILIN65, GURVE5, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2� TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN F-XPAN51ON JOINT OCCURS IN THE BASE EXTERIOR WALL. 7.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE GON51DERED AS CONTROL JOINTS. FRONT ELEVAT RIGHT ELEVATION /411 =1' -O" EXTERIOR COLORS $ MATFR I AI � I P(-7PNM UNl T =P5 7 e^& re= ^M 0XIAIT OALIAIT NEW STUCCO (I GOAT): 5TO POWERWALL STUCCO PRE- BLENDED, QUICKRETE - TYVEK WEATHER BARRIER RE: SPECS., 1 1/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" QUICKRETE BASE GOAT STUCCO BASE, 5TO PRIMER/ADHE5IVE -B ACRYLIC. BASE GOAT W/ EMBEDDED 5TO RE I NFORG I NG MESH, 5TO PRIMER SMOOTH WITH 5TO POWERWALL 5WIRL FINISH. COLOR - SAG HARBOR GRAY. NEW WOOD 51DIN6: 1x6 R.5. CHANNEL LAP GEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL FINISH DETAILS. NEW 2x RS CEDAR WOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. IJNIT=7 A I T =7 NEW DECK/BALCONY $ GUARDRAILS: SHALL BE ROUGH SAWN CEDAR, STAINED. RE: DETAILS ON SHEET A6.1. NEW DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, GOLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRESSURE TREATED. EXISTING WOOD SOFFIT $ FA501A AT ROOF: SHALL REMAIN A515 WITH NEW PAINT. WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND INSTALL NEW THERMACORE OVERHEAD DOOR WITH 1x6 R.S. CEDAR CLADDING, AND OPERATOR. STUCCO SOFFIT ABOVE, RE: DETAIL(5) EXISTING ROOFING AND ROOF FLA5HIN6 Tn REMAIN Nn r,4ANrF (TYP ) _ OL SECOND LEVEL 8246.52' LINE OF EXISTING GARDEN WALL EXISTING Ix TRIM TO REMAIN EXISTING 2x FA501A TO REMAIN EXISTING SOFFIT VENT TO REMAIN CAULK BEAD NEW 2x10 CEDAR FREEZE BOARD NEW 1/2" PLYWOOD SPACER NEW 1 1/2" EXTRUDED FOAM INSULATION NEW IXS CEDAR LAP 51DING fi 5EGOND LEVEL TYVEK, WEATHER BARRIER —� V 8246.52' RE: SPEC. n SOFFIT DETAIL FIR5T LEVEL 8237.4rt' EXISTING Ix TRIM TO REMAIN 6UTTER5 $ DOWN5POUT5: REMOVE EXISTING DOWN5POUT5 AS NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT SPEC.'S SHEET TH. ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER 5Y5TEM SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OWNNER'5 REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. EXISTING 2x FASGIA_\ TO REMAIN EXISTING SOFFIT VENT TO REMAIN CAULK BEAD NEW 2xIO CEDAR FREEZE BOARD NEW 1/2" PLYWOOD SPACER CA51NO BEAD NEW 1 1/2" EXTRUDED FOAM INSULATION NEW STUCCO SYSTEM TYVEK, WEATHER BARRIER - RE: SPEC. SOFFIT DETAIL. wuF. iin., v -o' OL FIRST LEVEL LIVING 8236.47 EXISTING ROOF ASSEMBLY TO REMAIN EXISTING 2x SPACER TO REMAIN EXISTING PLYWOOD EXISTING 2x 5TUDWALL TO REMAIN EXISTING ROOF ASSEMBLY TO REMAIN EXISTING 2x SPACER TO REMAIN EXISTING PLYWOOD EXISTING 2x 5TUDWALL TO REMAIN STUUGO V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved Q 4/29/2013 W 5/17/2013 04/04/2013 1306 EXTERIOR ELEVATIONS A2.1 UNIT 7 AND 8 0 COD Q Lo 00 � LJJ (C) Op oVoo z Q Q (j) QJ O z OU � 0 Lij J Q Qo> O ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved Q 4/29/2013 W 5/17/2013 04/04/2013 1306 EXTERIOR ELEVATIONS A2.1 UNIT 7 AND 8 OIL SECOND L 8246.52' OL FIRST LEV 8237.47' REAR ELEVATIO uNIT�7 uNIT=,5 - U T =,5 17 UN I T =7 CONTROL JOINTS: REFERENCE A5TM G 1065 1.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 1.11.4 CONTROL JOINT5- GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NG A 51NOLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK HITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CA51NO BEADS. THE SEPARATION 5PAGING SHALL BE NOT LE55 THAN I/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXP05URE RANGE AND SHALL BE IN CONFORMANCE WITH 1.10.1.4. 1.11.4.1 CONTROL JOINTS- GONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN HALLS TO DELINEATE AREAS NOT MORE THAN 144 FTZ AND TO DELINEATE AREAS NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES. 1.11.4.2 THE D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH- TO -HIDTH RATIO OF 2� TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. 1.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPAN5ION JOINT OCCURS IN THE BASE EXTERIOR HALL. 1.11.4.4 HALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CON51DERED AS CONTROL JOINTS. EXTERIOR COLORS $ MATERIALS LEGEND NEW STUCCO (I GOAT): 5TO POHERHALL STUCCO PRE - BLENDED, OUIGKRETE - TYVEK HEATHER BARRIER RE: SPECS., 11/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1065, 1/2" GUICKRETE BASE GOAT STUCCO BASE, 5TO PRIMER/ADHE5IVE -B ACRYLIC, BASE GOAT H/ EMBEDDED 5TO REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POHERHALL 5HIRL FINISH. COLOR - SAG HARBOR GRAY. 2 NEW HOOD 51DINO: Ixb R.5. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FIN15H DETAILS. NEW 2x R5 CEDAR HOOD TRIM AND RIM J015T5: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. EXI5TING METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE NO WORK. NEW DECK/BALCONY 4 GUARDRAILS: SHALL BE ROUGH 5AHN CEDAR, 5TAINED. RE: DETAILS ON SHEET Ab.I. NEW DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXI5TIN6 HOOD SOFFIT $ FA501A AT ROOF: SHALL REMAIN A515 HITH NEW PAINT. --j WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR HITH 1x6 R.5. CEDAR CLADDING, AND OPERATOR. TOWN OF VA SCOND LEVEL 5246.58' 2IR5T LEVEL 5237.55' Design Review Staff Approval By Warren Campbell at 1:50 pm, Jun 12, 2013 G� STUCCO SOFFIT ABOVE, RE: DETAILS) GUTTER5 $ DOHN5POUT5: REMOVE EXISTING DOHN5POUT5 AS O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT HALL FIN15HE5. GARDEN HALL: PATCH AND REPAIR EXI5TIN6 STUCCO. 2 GOATS OF PAINT RE: PAINT 5PEG'5 SHEET TH. ENTRY PATIO 4 GARDEN PAVERS: EXI5TINO PAVER 5Y5TEM 2 SHALL REMAIN, RE -SET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POHER -HA5H 4 SEAL HITH TWO GOATS OF CLEAR MA50NRY SEALER. ADDITIONAL INSULATION: ADD INSULATION, COORDINATE HITH OWNER $ OHNNER'5 REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ,L4/29/2013 W 5/17/2013 04/04/2013 1306 EXTERIOR ELEVATIONS A2.2 UNIT 7 AND 8 CUD Q 0 Lo oo = �Q0 w 00 °Vz0 z*��Q Q Q W 06. Q J O z 0 U) ° U LU J Q Qo> O (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ,L4/29/2013 W 5/17/2013 04/04/2013 1306 EXTERIOR ELEVATIONS A2.2 UNIT 7 AND 8 0 "Isru O UN I T =� 11;7 UN I T =0 I 1 .42.1 I I LINE OF GARDEN HALL ABOVE LINE OF FOUNDATION HALL ABOVE - TYP. ----------- - - - -�I �---------- - - - --- II I II -- � \\ \\ UNEXCAVATED \ I I I III � II I I II I I II II I II I I I I III LINE OF FOUNDATION HALL ABOVE - TYP. UNEXr,AVATED 101 (� 0 F — . IIF II II I! I �I I \\ I CI O I L LINE OF GARDEN HALL ABOVE Ll \\ I i u r I r Z ADDITION O O O O O O O i I L D O � Z � A22 II II I I I F- II I I I 6 EXTERIOR COLORS $ MATERIALS LEGEND NEW 5TUCC0 (I GOAT): 5TO POHERKALL 5TUCG0 PRE- BLENDED, QUICKRETE - TYVEK WEATHER BARRIER RE: SPECS., 11/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1065, 1/2" QUICKRETE BA5E GOAT STUCCO BASE, 5TO PRIMER/ADHE5IVE -B ACRYLIC BASE GOAT K/ EMBEDDED 5TO REINFORCING ME5H, 5TO PRIMER SMOOTH WITH 5TO POWERWALL 5HIRL FINISH. COLOR - 5AG HARBOR GRAY. 2 NEW HOOD 51DIN6: Ixb R.5. CHANNEL LAP CEDAR SIDING OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR KALL FINISH DETAILS. NEW 2x R5 CEDAR HOOD TRIM AND RIM J0I5T5: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. 4 EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE 4 NO WORK. NEW DECK/BALCONY $ GUARDRAILS: 5HALL BE ROUGH 5AHN CEDAR, STAINED. RE: DETAILS ON SHEET Ab.1. NEW DECKING 5HALL BE EVERGRAIN, CLA551G COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING HOOD SOFFIT 4 F650I6 AT ROOF: 5HALL REMAIN A515 WITH NEW PAINT. -� KINDOH5 AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EX15TINO AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.S. CEDAR CLADDING, AND OPERATOR. cC STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS 4 DOHN5POUT5: REMOVE EXISTING DOHN5POUT5 A5 O NECE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. GARDEN HALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOAT5 OF PAINT RE: PAINT SPEG'S SHEET TH. ENTRY PATIO $ GARDEN PAVERS: EX15TINO PAVER 5Y5TEM 2 5HALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP A5 NECE55ARY, POWER -HASH $ SEAL WITH TWO COAT5 OF CLEAR MASONRY 5EALER. ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OWNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR 5PEGIFICATION5 ON ALL COLORS AND MATERIAL5. REFER TO PHOTOS FROM PROTOTYPE BUILDING FOR TYPIGAL IN5TALLATION OF PROPOSED MATERIALS. Design Review Staff Approval TOXIN OF SVAILBy Warren Campbell at 1:50 pm, Jun 12, 2013 BASEMENT LEVEL FLOOR PLAN 50ALE: I / 4" = I' - O" O V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 m (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved n \\JI 1 A4/29/2013 W 5/17/2013 11 04/09/2013 1: 1 CUD Q 0 Lo o = 0�Q0 Lu 00 oV00 z UNIT 9 AND 10 ° Q � Q . °� QJ O z 0 U) ° 0 U I J Q 41::c O V rn O d. (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved n \\JI 1 A4/29/2013 W 5/17/2013 11 04/09/2013 1: 1 1307 BASEMENT LEVEL FLOOR PLAN 1 A1.0 UNIT 9 AND 10 2 .4: O O X46.1 O 0 O O J UNIfialO (�) 0 O (Q� " �) Staff Approval TOWN Of VA I L By Warren Campbell at 1:50 pm, Jun 12, 2013 REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE OBUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. D O DEG< EOUI EMENTS: 'EVERGRAIN COMP05ITE DECKING' I X 6 TO BE U5ED. 12' -0" LONG BOARDS MAX. INSTALL ALL EVERGRAIN DECKING IN ACCORDANCE WITH TAMKO 'EVERGRAIN' DECKING INSTALLATION INSTRUCTIONS. OCOLOR TO BE GAPE GOD GREY FROM THEIR CLASSIC COLLECTION, GRAIN SIDE TO BE INSTALLED FAGING UP. INSTALL WITH GAMO MARKSMAN PRO HIDDEN DECK FASTENING SYSTEM. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EVERGRAIN DECKING TO BE INSTALLED BY A CERTIFIED INSTALLER. PROVIDE 2 EVIDENCE OF SUCH QUALIFICATION WITH BID. NEW BEAMS TO BE INSTALLED BELOW DECK TO ALLOW FOR 1' -4" MAXIMUM SPAN .42.2 RE:5TRUCTURAL GRADING NOTES: THE FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING A TARGET ALLOWANCE FOR LANDSCAPE GRADING MODIFICATIONS FOR PPG 2013 PROJECT. THE PURPOSE 15 TO OVERCOME NEGATIVE DRAINAGE WITHIN 10' TO 15' IN AND AROUND EACH UNIT FOOTPRINT (I.E. LIVING AND GARAGE AREAS) BY UTILIZING A COMBINATION OF THE FOLLOWING LANDSCAPE GRADING WORK ITEMS: • GENERALLY, NEGATIVE DRAINAGE SHOULD BE OVERCOME BY INCREASING EXISTING GRADE AT UNIT FOOTPRINT NO MORE THAN 12" TO IS" OF RE- GRADING ONO MORE THAN 10' TO 15' FROM UNIT FOOTPRINT; • USE OF SUITABLE (NON -CLAY) IMPORT FILL MATERIAL SHOULD BE COMPACTED IN AT 8595 TO 90% DEN5ITY AND OVERLAIN WITH A 30 MIL DRAINAGE FABRIC, 4" TO 6" BELOW FIN15HF-D GRADE TO DIRECT DRAINAGE WITHOUT LOCAL SATURATION; • THI5 IN TURN MAY CAUSE THE DEPTH OF ME516N DETAIL FLA5HIN65 AT UNIT PERIMETER GRADE LEVEL TO SHORTEN 50ME 6" TO 12" IN AFFECTED AREAS; O• IN SOME INSTANCES USE OF A 4 -INCH- DIAMETER ADS PERFORATED DRAIN PIPE WRAPPED IN FILTER FABRIC AND SET IN A 12 -INCH- DIAMETER GRAVEL TRENCH BED AND D15CHARGED AT ABOUT A 2% SLOPE TO DAYLIGHT TO NEAREST 'DOWN 5LOPIN6 GRADE AREA. 0 OUfifiE S, DOANSFOUTS $ HEAT TAPE NnTP ;- THE FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING AN ADD ALTERNATE FOR PROJECT COSTS. THE VMDA DOCUMENTS INDICATE REMOVAL AND REINSTALLATION OF GUTTERS, DOWNSPOUTS AND HEAT TRACE COMPONENTS IN ORDER TO PROTECT THEM DURING CONSTRUCTION AND TO ALLOW FULL PAINT /STAIN COVERAGE OF FA501A AND ADJACENT PRODUCTS. IN THE INSTANCE OF THI5 ADD ALTERNATE, PLEASE PROVIDE 005T5 FOR: • NEW MATCHING GUTTERS, DOWN5POUT5 AND HEAT TRACE TO BE PROVIDED AND INSTALLED; • PROVIDE RAY -CHEM PRODUCTS WITH 5 HATT5 PER LINEAL FOOT IN ONE FOOT SPACED LOOPS, 3 FEET UP FROM GUTTER5 WITH DOUBLE COVERAGE IN GUTTERS AND DOWNSPOUTS; O PROVIDE AN ALLOWANCE WITHIN THE ADD ALTERNATE TO POTENTIALLY INCREASE ELECTRIC CAPACITY WITH NEW 5UB -PANEL PER YOUR ELECTRICIAN. CAULKS AND SEALANTS: SHALL BE A EXTERIOR GRADE WATERPROOF 4 PAINTABLE PREMIUM POLYURETHANE BASED SEALANT. 50 YEAR DURABILITY. ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 m EXTERIOR COLORS $ Victor Mark Donaldson Architects All Rights Reserved MATERIALS LE5END 1 L4/29/2013 NEW STUCCO (I GOAT): 5TO POHERHALL STUCCO PRE- BLENDED, W 5/17/2013 1 QUICKRETE - TYVEK HEATHER BARRIER RE: SPECS., 11/2" 1: 1 CUD EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, Lo O 1/2" QUICKRETE BASE GOAT STUCCO BASE, 5TO L IJ Q0 o0 PRIMER/ADHE5IVE -B ACRYLIC BASE GOAT W EMBEDDED 5TO MID REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POWERWALL Q � Q SWIRL FINISH. COLOR - SAG HARBOR GRAY. O J 2 NEW HOOD SIDING: Ixb R.5. CHANNEL LAP CEDAR 51DINO Q (00 p U OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR HALL FINISH DETAILS. NEW 2x R5 CEDAR HOOD TRIM AND RIM JOISTS: A O3 RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE O NO WORK. NEW DEGK/BALGONY $ GUARDRAILS: SHALL BE ROUGH SAWN B O CEDAR, STAINED. RE: DETAILS ON SHEET A6.1. NEW DECKING SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING WOOD SOFFIT $ FA501A AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. -7 HINDOW5 AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.S. CEDAR CLADDING, AND OPERATOR. Gf STUCCO SOFFIT ABOVE, RE: DETAIL (5) GUTTER5 4 DOWNSPOUTS: REMOVE EXISTING DOHN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT 5PEG'S SHEET TH. O ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -5ET LOOSE AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH 4 SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER $ OWNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE OBUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. D O DEG< EOUI EMENTS: 'EVERGRAIN COMP05ITE DECKING' I X 6 TO BE U5ED. 12' -0" LONG BOARDS MAX. INSTALL ALL EVERGRAIN DECKING IN ACCORDANCE WITH TAMKO 'EVERGRAIN' DECKING INSTALLATION INSTRUCTIONS. OCOLOR TO BE GAPE GOD GREY FROM THEIR CLASSIC COLLECTION, GRAIN SIDE TO BE INSTALLED FAGING UP. INSTALL WITH GAMO MARKSMAN PRO HIDDEN DECK FASTENING SYSTEM. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EVERGRAIN DECKING TO BE INSTALLED BY A CERTIFIED INSTALLER. PROVIDE 2 EVIDENCE OF SUCH QUALIFICATION WITH BID. NEW BEAMS TO BE INSTALLED BELOW DECK TO ALLOW FOR 1' -4" MAXIMUM SPAN .42.2 RE:5TRUCTURAL GRADING NOTES: THE FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING A TARGET ALLOWANCE FOR LANDSCAPE GRADING MODIFICATIONS FOR PPG 2013 PROJECT. THE PURPOSE 15 TO OVERCOME NEGATIVE DRAINAGE WITHIN 10' TO 15' IN AND AROUND EACH UNIT FOOTPRINT (I.E. LIVING AND GARAGE AREAS) BY UTILIZING A COMBINATION OF THE FOLLOWING LANDSCAPE GRADING WORK ITEMS: • GENERALLY, NEGATIVE DRAINAGE SHOULD BE OVERCOME BY INCREASING EXISTING GRADE AT UNIT FOOTPRINT NO MORE THAN 12" TO IS" OF RE- GRADING ONO MORE THAN 10' TO 15' FROM UNIT FOOTPRINT; • USE OF SUITABLE (NON -CLAY) IMPORT FILL MATERIAL SHOULD BE COMPACTED IN AT 8595 TO 90% DEN5ITY AND OVERLAIN WITH A 30 MIL DRAINAGE FABRIC, 4" TO 6" BELOW FIN15HF-D GRADE TO DIRECT DRAINAGE WITHOUT LOCAL SATURATION; • THI5 IN TURN MAY CAUSE THE DEPTH OF ME516N DETAIL FLA5HIN65 AT UNIT PERIMETER GRADE LEVEL TO SHORTEN 50ME 6" TO 12" IN AFFECTED AREAS; O• IN SOME INSTANCES USE OF A 4 -INCH- DIAMETER ADS PERFORATED DRAIN PIPE WRAPPED IN FILTER FABRIC AND SET IN A 12 -INCH- DIAMETER GRAVEL TRENCH BED AND D15CHARGED AT ABOUT A 2% SLOPE TO DAYLIGHT TO NEAREST 'DOWN 5LOPIN6 GRADE AREA. 0 OUfifiE S, DOANSFOUTS $ HEAT TAPE NnTP ;- THE FOLLOWING NOTES SHALL BE CONSIDERED WHEN PREPARING AN ADD ALTERNATE FOR PROJECT COSTS. THE VMDA DOCUMENTS INDICATE REMOVAL AND REINSTALLATION OF GUTTERS, DOWNSPOUTS AND HEAT TRACE COMPONENTS IN ORDER TO PROTECT THEM DURING CONSTRUCTION AND TO ALLOW FULL PAINT /STAIN COVERAGE OF FA501A AND ADJACENT PRODUCTS. IN THE INSTANCE OF THI5 ADD ALTERNATE, PLEASE PROVIDE 005T5 FOR: • NEW MATCHING GUTTERS, DOWN5POUT5 AND HEAT TRACE TO BE PROVIDED AND INSTALLED; • PROVIDE RAY -CHEM PRODUCTS WITH 5 HATT5 PER LINEAL FOOT IN ONE FOOT SPACED LOOPS, 3 FEET UP FROM GUTTER5 WITH DOUBLE COVERAGE IN GUTTERS AND DOWNSPOUTS; O PROVIDE AN ALLOWANCE WITHIN THE ADD ALTERNATE TO POTENTIALLY INCREASE ELECTRIC CAPACITY WITH NEW 5UB -PANEL PER YOUR ELECTRICIAN. CAULKS AND SEALANTS: SHALL BE A EXTERIOR GRADE WATERPROOF 4 PAINTABLE PREMIUM POLYURETHANE BASED SEALANT. 50 YEAR DURABILITY. ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 m (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N 1 L4/29/2013 W 5/17/2013 1 04/09/2013 1: 1 CUD Q 0 Lo O 1 L IJ Q0 o0 z MID Q � Q U) C) O J z 0 Q (00 p U Q O O (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved N 1 L4/29/2013 W 5/17/2013 1 04/09/2013 1: 1 1307 FIRST LEVEL FLOOR PLAN 1 Al. UNIT 9 AND 10 2 .42.1 (D O 0 0 T= UN T= O 1 �7 A2.1 O O A22 O O O O O REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. /2__� �.z (D O O Design Review Staff Approval �, ���� 0 By Warren Campbell at 1:50 pm, Jun 12, 2013 0 SE GOND L�V�� FLOOD FLAN 50ALE: 1/ 4" = I' - O" V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 m EXTERIOR COLORS $ Victor Mark MATERIALS LEGEND Donaldson Architects N NEW STUCCO (I GOAT): 5TO POWERHALL STUCCO PRE- BLENDED, �o 1 GUIGKRETE - TYVEK WEATHER BARRIER RE: 5PEG5., 11/2" CUD EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, Lo o 1/2" OUICKRETE BASE GOAT STUCCO BASE, 5TO �Q0 w oo PRIMER/ADHE5IVE -5 ACRYLIC BASE GOAT W EMBEDDED 5TO MID 1 REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POHERHALL Q Q 06. 5HIRL FINISH. COLOR - SAG HARBOR GRAY. � W O 2 NEW HOOD 51DINO: Ixb R.5. CHANNEL LAP CEDAR 51DINO U) p 0 U OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL FIN15H DETAILS. Qo> NEW 2x R5 CEDAR WOOD TRIM AND RIM JOISTS: ORE: A EXTERIOR TRIM, WINDOW AND DOOR DETAILS. O EXISTING METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE 4 CLW NO WORK. NEW DECK/BALCONY 4 GUARDRAILS: SHALL BE ROUGH SAWN sj CEDAR, STAINED. RE: DETAILS ON SHEET A6.1. NEW DECKING B O SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING WOOD SOFFIT $ FA501A AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR CLADDING, AND OPERATOR. Gf 5TUCGO SOFFIT ABOVE, RE: DETAIL(5) GUTTERS $ DOWN5POUT5: REMOVE EXISTING DOWN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOATS OF PAINT RE: PAINT SPEC'S SHEET TH. O 2 ENTRY PATIO 4 GARDEN PAVERS: EXISTING PAVER SYSTEM SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WASH $ SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. 13 ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER 4 OWNNER'5 REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. /2__� �.z (D O O Design Review Staff Approval �, ���� 0 By Warren Campbell at 1:50 pm, Jun 12, 2013 0 SE GOND L�V�� FLOOD FLAN 50ALE: 1/ 4" = I' - O" V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 m (E)COPYRIGHT Victor Mark Donaldson Architects N All Rights Reserved �o 1 A4/29/2013 CUD Q 0 Lo o = �Q0 w oo z MID 1 A1.2 Q Q 06. U) o QJ � W O z 0 U) p 0 U Q Qo> O CLW (E)COPYRIGHT Victor Mark Donaldson Architects N All Rights Reserved 1 A4/29/2013 W 5/17/2013 1 04/09/2013 1: 1 1307 SECOND LEVEL FLOOR PLAN 1 A1.2 UNIT 9 AND 10 EXTERIOR GOLORS � MATERIALS LE5END NEW 5TUCC0 (I GOAT): 5TO POWERWALL STUCCO PRE- BLENDED, QUIGKRETE - TYVEK WEATHER BARRIER RE: 5PEC5., 11/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1063, 1/2" QUICKRETE BASE GOAT 5TUCC0 BASE, 5TO PRIMER/ADHE5IVE -B ACRYLIC BASE GOAT W/ EMBEDDED 5TO REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POWERWALL 5WIRL FINISH. COLOR - SAG HARBOR GRAY. 2 NEW WOOD 51DINO: Ixb R.5. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL FIN15H DETAILS. 3 NEW 2x R5 CEDAR WOOD TRIM AND RIM J0I5T5: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. EXISTING METAL ROOF 5HINGLE5: TO REMAIN -NO CHANGE 4 NO WORK. ...V.. ­­- Staff Approval TOWN O f UA l � By Warren Campbell at 1:50 pm, Jun 12, 2013 U N T ° � U I T _ 0 c TF ?x F 1 iOF ,EM, \D :EG )AR LYY :AD EXi 1 ,0 E ATr IL -11 L.1�11I\ILI1 SOFFIT DETAIL W/ STUGGO SCALE: 1/ 4" = I' - O" CONTROL JOINTS: REFERENCE A5TM G 1063 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS- GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51N6 A 51N6LE PREFABRICATED MEMBER OR FABRICATED BY IN5TALLIN5 GA51NG BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CA51NO BEADS. THE SEPARATION SPACING SHALL BE NOT LF-55 THAN I/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 7.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT' AND TO DELINEATE AREAS NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILING5, CURVES, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2� TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. 7.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. v ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 U 0 NEW DECK/BALCONY $ GUARDRAIL5: SHALL BE ROUGH SAWN Q 0 O o = �Q0 w oo oV00 z 3 Q � Q . o� QJ O CEDAR, STAINED. RE: DETAILS ON SHEET Ab.l. NEW DECKING 0 U) p 0 U 10.2.A Q Qo> V SHALL BE EVERGRAIN, CLASSIC COLLECTION, COLOR 'GAPE O 2 CLW GOD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW REMOVE DECK FRAMING TO BE PRESSURE TREATED. SECOND LEVEL VERTICAL MULLION T TI EXISTING WOOD SOFFIT $ FA501A AT ROOF: SHALL REMAIN 82�3.I� _ _ _ _ _ - - - - A5 15 WITH NEW PAINT. w I q.2.B WINDOW5 AND DOORS HAVE BEEN REPLACED, REMOVE AND 2 RESET. LINE OF EXISTING IO.I.B IO.I.A 3 � T NEW OVERHEAD GARAGE DOOR: REMOVE EXISTING AND GARDEN WALL a SECOND LEVEL 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. — - - - D TO , CEDAR CLADDING, AND OPERATOR. SIM. AWN G W ND W Gfi STUCCO SOFFIT ABOVE, RE: DETAIL(5) O 3 LINE OF EXISTING GARDEN WALL GUTTERS $ DOWN5POUT5: REMOVE EXISTING DOWN5POUT5 AS FIRST LEVEL Q I � O NEGE55ARY AND REINSTALL AFTER BUILDING IMPROVEMENTS 8244.12 14 — q I A — — NEW 57UCCO COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. PEDE5TAL/ WALL GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 2 1 RE: S CAP DETAILS GOATS OF PAINT RE: PAINT 5PEC'5 SHEET TH. ENTRY PATIO $ GARDEN PAVERS: EXISTING PAVER SYSTEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR - - - - - - - - - FIRST LEVEL CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WA5H 823�i.20� $ SEAL WITH TWO GOATS OF CLEAR MA50NRY SEALER. FRONT E 1 I ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER 4 OWNNER'S REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL N I y COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROP05ED MATERIALS. ...V.. ­­- Staff Approval TOWN O f UA l � By Warren Campbell at 1:50 pm, Jun 12, 2013 U N T ° � U I T _ 0 c TF ?x F 1 iOF ,EM, \D :EG )AR LYY :AD EXi 1 ,0 E ATr IL -11 L.1�11I\ILI1 SOFFIT DETAIL W/ STUGGO SCALE: 1/ 4" = I' - O" CONTROL JOINTS: REFERENCE A5TM G 1063 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS- GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51N6 A 51N6LE PREFABRICATED MEMBER OR FABRICATED BY IN5TALLIN5 GA51NG BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CA51NO BEADS. THE SEPARATION SPACING SHALL BE NOT LF-55 THAN I/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 7.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT' AND TO DELINEATE AREAS NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILING5, CURVES, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2� TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. 7.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. v ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ,L4/29/2013 W 5/17/2013 04/09/2013 1307 EXTERIOR ELEVATIONS A2.1 UNIT 9 AND 10 0 CUD Q 0 Lo o = �Q0 w oo oV00 z Q � Q . o� QJ O z 0 U) p 0 U �J Q Qo> V 0') O CLW (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved ,L4/29/2013 W 5/17/2013 04/09/2013 1307 EXTERIOR ELEVATIONS A2.1 UNIT 9 AND 10 -n rn ATG nC OA IAIT OC OA IAIT G01=r IG GLl= =T TI I BASEMENT LEVEL J L 8230.25' - - - - - - - - - L - - -�- SEGOND LEVEL 8253.17' gL F I RST LEVEL 8244.12' UN T- UNIT =10 50ALE: 1/ 4" = I' - 0" LEFT ELEVATION 50ALE: 1/ 4" = I' - O" UNIfi�lO UNIT�� 10 Design Review Staff Approval OF TO L By Warren Campbell at 1:51 pm, Jun 12, 2013 EXISTING Ix T� TO REMAIN EXISTING 2x F TO REMAIN EXISTING 50F' VENT TO REM, CAULK BEAD NEW 2x10 GEL BOARD NEW 1/2" PLYV NEW 1 1/2" EX1 INSULATION NEW IXS GEDr TYVEK, WEATI IL L.IrN\INILI\ RE: SPEC. EXTERIOR COLORS $ MATERIALS LE5END NEW STUCCO (I GOAT): 5TO POWERWALL 5TUG00 PRE - BLENDED, OUIGKRETE - TYVEK WEATHER BARRIER RE: 5PE05., 11/2" EXTRUDED FOAM INSULATION, METAL LATH PER A5TM G 1065, 1/2" OUIGKRETE BASE GOAT STUCCO BASE, 5TO PRIMER/ADHEVVE -B ACRYLIC BASE GOAT W/ EMBEDDED 5TO REINFORCING MESH, 5TO PRIMER SMOOTH WITH 5TO POWERWALL SWIRL FINISH. COLOR - SAG HARBOR GRAY. 2 NEW WOOD SIDING: Ix6 R.5. CHANNEL LAP CEDAR 51DINO OVER NEW 2x2 VERTICAL FURRING, RE: EXTERIOR WALL FINISH DETAILS. 3 NEW 2x RS CEDAR WOOD TRIM AND RIM JOISTS: RE: EXTERIOR TRIM, WINDOW AND DOOR DETAILS. EXISTING METAL ROOF SHINGLES: TO REMAIN -NO CHANGE NO WORK. NEW DECK/BALCONY 4 WARDRAIL5: SHALL BE ROUGH SAWN �J CEDAR, STAINED. RE: DETAILS ON SHEET A6.1. NEW DEGKIN5 SHALL BE EVERGRAIN, CLASSIC COLLECTION, GOLOR 'GAPE GOD GRAY' ATTAGHED WITH HIDDEN FASTENERS. ALL NEW DECK FRAMING TO BE PRE55URE TREATED. EXISTING WOOD SOFFIT 4 FASCIA AT ROOF: SHALL REMAIN AS 15 WITH NEW PAINT. WINDOWS AND DOORS HAVE BEEN REPLACED, REMOVE AND RESET. NEW OVERHEAD GARAGE DOOR: REMOVE EX15TINO AND 8 INSTALL NEW THERMAGORE OVERHEAD DOOR WITH Ixb R.5. CEDAR GLADDING, AND OPERATOR. Gf STUCCO SOFFIT ABOVE, RE: DETAIL(5) GUTTER5 $ DOWN5POUT5: REMOVE EXISTING DOWN5POUT5 AS O NECESSARY AND REINSTALL AFTER BUILDING IMPROVEMENTS COMPLETION. PAINT TO MATCH NEW ADJACENT WALL FINISHES. GARDEN WALL: PATCH AND REPAIR EXISTING STUCCO. 2 GOAT5 OF PAINT RE: PAINT 5PEC'5 SHEET TH. ENTRY PATIO $ GARDEN PAVERS: EX15TINO PAVER SYSTEM 2 SHALL REMAIN, RE -5ET L005E AND REPLACE BROKEN OR CRACKED PAVERS, REGROUP AS NECESSARY, POWER -WA5H 4 SEAL WITH TWO GOATS OF CLEAR MASONRY SEALER. 13 ADDITIONAL INSULATION: ADD INSULATION, COORDINATE WITH OWNER 4 OWNNER'5 REP. REFER TO ATTACHED COLOR BOARD FOR SPECIFICATIONS ON ALL COLORS AND MATERIALS. REFER TO PHOT05 FROM PROTOTYPE BUILDING FOR TYPICAL INSTALLATION OF PROPOSED MATERIALS. CONTROL JOINTS: REFERENCE A5TM G 1063 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS- GENERAL - CONTROL JOINTS SHALL BE FORMED BY U51NO A SINGLE PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION SPACING SHALL BE NOT LE55 THAN I/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND SHALL BE IN CONFORMANCE WITH 7.10.1.4. 7.11.4.1 CONTROL JOINT5- CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALL5 TO DELINEATE AREAS NOT MORE THAN 144 FT' AND TO DELINEATE AREAS NOT MORE THAN 100 FT' FOR ALL HORIZONTAL APPLICATIONS, THAT 15, GEILIN65, CURVES, OR ANGLE TYPE STRUCTURES. 7.11.4.2 THE D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2� TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPAN5ION JOINT OCCURS IN THE BASE EXTERIOR WALL. 7.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. SOFFIT DETAIL N1 SIDING 50ALE: 1/ 4" = I' - O" V ARCHITECTS W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda.com FAX 949.5205 (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 A4/29/2013 W 5/17/2013 1 04/09/2013 1: 1 1307 EXTERIOR ELEVATIONS It A2.2 UNIT 9 AND 10 CUD Q 0 Lo O = L u Q0 DO oV00 z Q � Q U) Q O J z 0 Q U) 0 0 U LU J Q 41::c c) L0 > V 0') O CLW (E)COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 A4/29/2013 W 5/17/2013 1 04/09/2013 1: 1 1307 EXTERIOR ELEVATIONS It A2.2 UNIT 9 AND 10 35 _ - -- -- - - - - -- - - -- ,mss `� / I- 42 1 40 39 38 �- 36 3rz 34 33 54 7 5Z4 / 52 22 ` so.s s®s `spa 49 6 21 ✓1 \ ` _ 75 - _ n 80 87 i 24 61.4 � 30 EVLD1NGLC�,�TIC�N PLAN � SCALE 0 2040 80 CODE REVIEW APPLICABLE CODES A. 2012 INTERNATIONAL RESIDENTIAL CODE B. 2012 INTERNATIONAL BUILDING CODE PER ORDINANCE NO. 12 G. 2012 INTERNATIONAL ENERGY CONSERVATION CODE D. 2011 NEC E. ALL ADOPTED TOWN OF VAIL CODES USE / OCCUPANCY CONDOMINIUMS - RESIDENTIAL R -2 111. BUILDING HE 16HT5 AND AREAS A. BUILDING HEIGHT 12 IBC TABLE 503 R -2 OCCUPANCY, V -B CONSTRUCTION ALLOWED, 2 5TORIF-5 ABOVE GRADE PLANE, MAX HT. 40' -0" B. BUILDING AREA ('12 IBC TABLE 503) R -2 OCCUPANCY, V -B CONSTRUCTION TABULAR AREA ALLOWED, 7,000 50 FT PER STORY IV. APPLICABILITY ('12 IRG) A. R102.1 EXISTING STRUCTURES. THE LEGAL OCCUPANCY OF ANY STRUCTURE EXISTING ON THE DATE OF ADOPTION OF THI5 CODE SHALL BE PERMITTED TO CONTINUE WITHOUT CHANGE, EXCEPT AS 15 SPECIFICALLY COVERED IN THI5 CODE, THE INTERNATIONAL PROPERTY MAINTENANCE CODE OR THE INTERNATIONAL FIRE CODE, OR AS 15 DEEMED NF-CE55ARY BY THE BUILDING OFFICIAL FOR THE GENERAL SAFETY AND WELFARE OF THE OCCUPANTS AND THE PUBLIC. B. R102.1.1 ADDITIONS, ALTERATIONS OR REPAIRS. ADDITIONS. ALTERATIONS OR REPAIRS TO ANY STRUCTURE SHALL CONFORM TO THE REQUIREMENTS FOR A NEW STRUCTURE WITHOUT REQUIRING THE EXISTING STRUCTURE TO COMPLY WITH ALL OF THE REQUIREMENTS OF THI5 CODE, UNLE55 OTHERHI5E STATED. ADDITIONS, ALTERATIONS OR REPAIRS SHALL NOT CAUSE AN EXISTING STRUCTURE TO BECOME UNSAFE OR ADVERSELY AFFECT THE PERFORMANCE OF THE BUILDING. V. DEFINITIONS ('12 IRG 4 '12 IBC) AREA, BUILDING. THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR HALLS (OR EXTERIOR HALLS AND FIRE WALLS) EXCLUSIVE OF VENT SHAFTS AND COURTS. AREAS OF THE BUILDING NOT PROVIDED WITH SURROUNDING HALLS SHALL BE INCLUDED IN THE BUILDING AREA IF SUCH AREAS ARE INCLUDED WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR ABOVE. COURT. AN OPEN, UNCOVERED SPACE, UNOBSTRUCTED TO THE SKY, BOUNDED ON THREE OR MORE SIDES BY EXTERIOR BUILDING HALL5 OR OTHER ENCLOSING DEVICES. DWELLING. A BUILDING THAT CONTAINS ONE OR TWO DWELLING UNITS USED, INTENDED OR DE516NED TO BE USED, RENTED, LEASED, LET, OR HIRED OUT TO BE OCCUPIED FOR LIVING PURPOSES. DWELLING UNIT. A SINGLE UNIT PROVIDING COMPLETE, INDEPENDENT LIVING FACILITIES FOR ONE OR MORE PERSONS, INCLUDING PERMANENT PROVISIONS FOR LIVING, SLEEPING, EATING, COOKING AND SANITATION. FIRE SEPARATION DISTANCE. THE DISTANCE MEASURED FROM THE BUILDING FACE TO ONE OF THE FOLLOWING: I. THE CL05E5T INTERIOR LOT LINE; 2. TO THE CENTERLINE OF A STREET, AN ALLEY OR PUBLIC HAY; OR 3. TO AN IMAGINARY LINE BETWEEN TWO BUILDIN65 ON THE PROPERTY. THE DISTANCE SHALL BE MEASURED AT RIGHT ANGLES FROM THE FACE OF THE HALL. STORY ABOVE GRADE PLANE. ANY STORY HAVING ITS FINISHED FLOOR SURFACE ENTIRELY ABOVE GRADE PLANE, OR IN HHICH THE FINISHED SURFACE OF THE FLOOR NEXT ABOVE 15: I. MORE THAN 6 FEET ABOVE THE GRADE PLANE; OR 2. MORE THAN 12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY POINT. VI. GLAZING ('12 IRG) A. 8308.1 IDENTIFICATION. EXCEPT AS INDICATED IN SECTION 308.1.1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION 8308.4 SHALL BE PROVIDED WITH A MANUFACTURER'S DESIGNATION 5PECIFYING WHO APPLIED THE DESIGNATION, DESIGNATING THE TYPE OF OLA55 AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH 15 V15113LE IN THE FINAL INSTALLATION. B. 8308.4.1 GLAZING IN DOOR5. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. G. 8308.4.2 GLAZING ADJACENT DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF THE GLAZING 15 WITHIN A 24 -INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A OL05ED P051TION AND WHERE THE BOTTOM F-XP05ED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. D. 8308.43 GLAZING IN HINDOH5. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED A HAZARDOUS LOCATION: I. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 1 SQUARE FEET. 2. THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN 18 INCHES ABOVE THE FLOOR; 3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INCHES ABOVE THE THE FLOOR; AND 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. VII. 8301.4 AUTOMATIC GARAGE DOOR OPENERS ('12 IRG). AUTOMATIC GARAGE DOOR OPENER5, IF PROVIDED, SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL325. VIII. 8310 EMERGENCY ESCAPE AND RESCUE REQUIRED ('12 IRG). BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE OPENINGS SHALL BE REQUIRED IN EACH SLEEPING ROOM. WHERE EMERGENCY ESCAPE AND RESCUE OPENIN65 ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. A. R310.1.1 MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MIN. NET CLEAR OPENING OF 5.7 50.FT. B. 8310.1.2 MINIMUM OPENING HEIGHT. THE MINIMUM NET CLEAR OPENING SHALL BE 24 INCHES. G. 8310.1.3 MINIMUM OPENING WIDTH. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. D. 8310.1.4 OPERATIONAL CONSTRAINTS. EMER6ENGY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE IN51DE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. E. 8310.2 WINDOW HELLS. THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 1 SQUARE FEET WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36 INCHES. THE AREA OF THE HINDOH HELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. EXCEPTION: THE LADDER OR STEPS REQUIRED BY SECTION 8310.2.1 SHALL BE PERMITTED TO ENCROACH A MAXIMUM OF 6 INCHES INTO REQUIRED DIMENSIONS OF THE WINDOW HELL. F. R310.2.1 LADDER AND STEPS. WINDOW HELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION. LADDERS OR STEPS REQUIRED BY THI5 SECTION SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS R311.7 AND 8311.8. LADDERS OR RUN65 SHALL HAVE AN IN51DE WIDTH OF AT LEAST 12 INCHES, SHALL PROJECT AT LEAST 3 INCHES FROM THE HALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW HELL. G. R310.4 BARS, GRILLES, COVERS AND 50REEN5. BARS GRILLES, COVERS, 5GREEN5 OR 51MILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS, BULKHEAD ENCLOSURES, OR WINDOW HELLS THAT SERVE SUCH OPENINGS, PROVIDED THE MINIMUM NET CLEAR OPENING 51ZE COMPLIES WITH 5EGTION5 8310.1.1 TO 8310.1.3 AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR FORGE GREATER THAN THAT HHIGH 15 REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. IX. 8311.1 MEANS OF EG8E55. ALL ONELLING5 SHALL BE PROVIDED WITH A MEANS OF F-ORF-55 AS PROVIDED IN THI5 SECTION. THE MEANS OF ECRE55 SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED PATH OF VERTICAL AND HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE DWELLING TO THE EXTERIOR OF THE DWELLING AT THE REQUIRED EGRESS DOOR HITHOUT REQUIRING TRAVEL THROUGH A GARAGE. A. 8311.2 EGRESS DOOR. AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT. THE E6RE55 DOOR SHALL BE 51DE- HIN6ED AND SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES HHEN MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 10 DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT BE LE55 THAN 78 INCHES IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY HITH THESE MINIMUM DIMENSIONS. EC-8E55 DOORS SHALL BE READILY OPERABLE FROM IN51DE THE DHELLIN6 WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. B. R311.3 FLOORS AND LANDIN65 AT EXTERIOR DOOR5. THERE SHALL BE A LANDING OR FLOOR ON EACH 51DE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NOT BE LE55 THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE DIRECTION OF TRAVEL. EXTERIOR LANDIN65 SHALL BE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 14 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT). L / L L( ) G. 83113.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOORS. LANDINGS OR FINISHED FLOORS AT THE REQUIRED E6RE55 DOOR SHALL NOT BE MORE THAN 1 1/2 INCHES LONER THAN THE TOP OF THE THRESHOLD. EXCEPTION: THE LANDING OR FLOOR ON THE EXTERIOR SIDE SHALL NOT BE MORE THAN 7 3/4 INCHES BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR. D. R311.3.2 FLOOR ELEVATIONS FOR OTHER EXTERIOR DOORS. DOORS OTHER THAN THE REQUIRED EGRE55 DOOR SHALL BE PROVIDED WITH LANDIN65 OR FLOORS NOT MORE THAN 7 3/4 INCHES BELOW THE TOP OF THE THRESHOLD. E. 8311.3.3 STORM AND SCREEN DOORS. STORM AND 50REF-N DOORS SHALL BE PERMITTED TO SHINE OVER ALL EXTERIOR 5TAIR5 AND LANDINGS. F. 8311.7.5 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THI5 SECTION. FOR THE PURPOSES OF THI5 SECTION ALL DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RU05 OR RUNNERS. 6. R311.1.5.1 RISERS. THE MAXIMUM RISER HEIGHT SHALL BE 15/4 INCHES. THE R15ER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGE5 OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4 -INCH- DIAMETER SPHERE. EXCEPTION: THE OPENING BETWEEN ADJACENT TREAD5 15 NOT LIMITED ON STAIRS WITH A TOTAL R15E OF 30 INCHES OR LESS. H. 8311.7.5.2 TREADS. THE MINIMUM TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREM05T PROJECTION OF ADJACENT TREADS AND AT A R16HT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE 5MALLE5T BY MORE THAN 318 INCH. I. 8311.7.6 LANDIN65 FOR STAIRWAYS. THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH 5TAIRHAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LE55 THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF 5HAPE5 OTHER THAN SQUARE OR RECTANGULAR SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK LINE AND THE TOTAL AREA 15 NOT LE55 THAN THAT OF A QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE 5TAIRHAY HAS A STRAIGHT RUN, THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LE55 THAN 36 INCHES. J. 8311.7.8 HANDRAILS. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE 51DE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE R15ER5. X. 8312.1 GUARDS. 6UARD5 SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 831211 THROUGH R312.1.4. A. 8312.1.1 HHERE REQUIRED. GUARD5 SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. B. R312.1.2 HEIGHT. REQUIRED GUARDS AT OPEN -51DED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LE55 THAN 36 INCHES HIGH MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED 5EATING OR THE LINE CONNECTING THE LEADING EDGE5 OF THE TREADS. G. 8312.13 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER. D. 8312.2 WINDOW FALL PROTECTION. WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.2.1 AND R312.2.2. E. 8312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOHE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN HHIGH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF HINDOH5 SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4- INCH- DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR. EXCEPTION5: I. HINDOH5 HHO5E OPENING5 HILL NOT ALLON A 4 -INCH- DIAMETER SPHERE TO PASS THROUGH THE OPENING WHEN THE OPENING IS IN ITS LARGEST OPENED POSITION. 2. OPENINGS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2010. 3. WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION 8312.2.2. F. R312.2.2 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH A5TM F 2010. THE WINDOW OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE THE MINIMUM NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN THE AREA REQUIRED BY SECTION 8310.1.1. A. 8311 PROTECTION OF WOOD AND HOOD BASED PRODUCTS AOAIN5T DECAY. A. 8317.1 LOCATION REQUIRED. PROTECTION OF HOOD AND HOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE HOOD OR WOOD THAT IS PRESERVATIVE - TREATED IN ACCORDANCE WITH AWPA UI FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA UI. I. HOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES OR WOOD 6IRDER5 WHEN OL05ER THAN 12 INCHES TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXGAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. ALL HOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION HALLS AND ARE LE55 THAN 8 INCHES FROM THE F-XP05ED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLE55 SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS M015TURE BARRIER. 4. THE ENDS OF HOOD GIRDER5 ENTERING EXTERIOR MASONRY OR CONCRETE HALLS HAYING CLEARANCES OF LE55 THAN 1/2 INCH ON TOPS, 51DE5 AND ENDS. 5. HOOD 51DIN6, 5HEATHIN6 AND HALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LE55 THAN 6 INCHES FROM THE GROUND OR LE55 THAN 2 INCHES MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH 5LAB5, PATIO SLABS AND 51MILAR HORIZONTAL 5URFAGE5 EXPOSED TO THE HEATHER. 6. HOOD STRUCTURAL MEMBERS 5UPPORTING MOISTURE- PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE HEATHER, SUCH AS CONCRETE OR MASONRY SLABS UNLE55 SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS M015TURE BARRIER. B. 8317.1.2 GROUND CONTACT. ALL HOOD IN CONTACT WITH THE GROUND, EMBEDDED IN CONCRETE IN DIRECT CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE EXPOSED TO THE HEATHER THAT 5UPPORT5 PERMANENT STRUCTURES INTENDED FOR HUMAN OCCUPANCY SHALL BE APPROVED PRESSURE- PRESERVATIVE - TREATED HOOD SUITABLE FOR GROUND CONTACT USE, EXCEPT UNTREATED HOOD MAY BE USED WHERE ENTIRELY BELOW GROUNDWATER LEVEL OR CONTINUOUSLY SUBMERGED IN FRESH HATER. G. 8317.1.4 WOOD COLUMNS. HOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRE55URE- PRE5ERVATIVE TREATED HOOD. D. 83173 FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE- TREATED AND FIRE - RETARDANT- TREATED HOOD. FASTENERS, INCLUDING NUTS AND HASHERS, AND CONNECTORS IN CONTACT WITH PRESERVATIVE- TREATED HOOD AND FIRE - RETARDANT - TREATED HOOD SHALL BE IN ACCORDANCE WITH THI5 SECTION. THE COATING NEIOHT5 FOR ZING- GOATED FASTENERS SHALL BE IN ACCORDANCE WITH A5TM A 153. E. 8317.3.1 FASTENERS FOR PRESERVATIVE - TREATED HOOD. FASTENERS, INCLUDING NUTS AND HA5HER5, FOR PRESERVATIVE- TREATED HOOD SHALL BE OF HOT - DIPPED, ZING - COATED GALVANIZED STEEL, 5TAINLF-55 STEEL, SILICON BRONZE OR COPPER. COATING TYPES AND HEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE- TREATED WOOD SHALL BE IN ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS. IN THE A55GENCE OF MANUFACTURER'5 RECOMMENDATIONS, A MINIMUM OF A5TM A 653 TYPE 0I85 ZING - COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. XII. 420.2 SEPARATION HALLS. HALLS 5EPARATING DWELLING UNITS IN THE SAME BUILDING, HALLS SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND HALLS SEPARATING DWELLING OR 5LEEPIN6 UNITS FROM OTHER OCCUPANCIES GONTIOUOU5 TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 708. All. TYPES OF CONSTRUCTION (IBC '12) R -2 PRIMARY OCCUPANCY TO BE TYPE V -B CONSTRUCTION. BUILDING ELEMENTS ARE TO HAVE THE FOLLOWING FIRE- RE515TIVE RATINGS PER '12 IBC, TABLE 601 PRIMARY STRUCTURAL FRAME O -HOUR - -- EXTERIOR BEARING HALLS O -HOUR - -- * PER '12 IBC, TABLE 602, FIRE- RE51TIVE RATING 15 0 WHEN FIRE SEPARATION DISTANCE 15 GREATER THAN 10 FT. XIV. FIRE- RE515TANGE RATED CONSTRUCTION ('12 IBC) A. 705.3 BUILDIN65 ON THE SAME LOT. FOR THE PURPOSES OF DETERMINING THE REQUIRED HALL AND OPENING PROTECTION, PROJECTION AND ROOF COVERING REQUIREMENTS, BUILDINGS ON THE SAME LOT SHALL BE A55UMED TO HAVE AN IMAGINARY LINE BETWEEN THEM. B. 105.5 EXTERIOR HALLS SHALL BE FIRE- RE515TANCE RATED IN ACCORDANCE WITH TABLES 601 AND 602 AND THI5 SECTION G. 705.8.1 ALLOWABLE AREA OF OPENINGS. THE MAXIMUM AREA OF UNPROTECTED AND PROTECTED OPENINGS PERMITTED IN AN EXTERIOR HALL IN ANY STORY OF A BUILDING SHALL NOT EXCEED THE PERGENTA6E5 SPECIFIED IN TABLE 705.8. EXCEPTION 2. BUILDIN65 NH05E EXTERIOR BEARING HALLS, EXTERIOR NONBEARING HALLS AND EXTERIOR PRIMARY STRUCTURAL FRAME ARE NOT REQUIRED TO BE FIRE - RESISTANCE RATED SHALL BE PERMITTED TO HAVE UNLIMITED UNPROTECTED OPENINGS. XV. 108 FIRE PARTITIONS - HALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING AS REQUIRED BY SECTION 420.2 A. 708.4 CONTINUITY. FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/GEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE OR TO THE FIRE- RE515TANGE -RATED FLOOR/CEILIN6 OR ROOF /CEILING ASSEMBLY ABOVE AND SHALL BE SECURELY ATTACHED THERETO. IN COMBUSTIBLE CONSTRUCTION WHERE THE FIRE PARTITIONS ARE NOT REQUIRED TO BE CONTINUOUS TO THE 5HEATHING, DECK OR SLAB, THE SPACE BETWEEN THE CEILING AND THE SHEATHING, DECK OR SLAB ABOVE SHALL BE FIRE - BLOCKED OR DRAFT5TOPPED IN ACCORDANCE WITH SECTIONS 718.2 AND 718.3 AT THE PARTITION LINE. MODIFIED IRO SECTIONS PER TOWN OF VAIL ORDINANCE NO. 12 CHAPTERS 1 -3 OKAY CHAPTERS 4 -1 DELETED IN THEIR ENTIRETY AND REPLACED BY THE IBC CHAPTER 8 5EGTION5 8802 THRU R&04 ARE TO BE DELETED IN THEIR ENTIRETY CHAPTER 1 DELETED IN ITS ENTIRETY AND REPLACED BY THE IBC CHAPTER II -43 DELETED IN THEIR ENTIRETY AND REPLACED WITH THE IPG, IMC, ENERGY AND NEC RESPECTIVELY Design Review Staff Approval TOWN By Warren Campbell at 1:51 pm, Jun 12, 2013 OF u W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 -A �"O i � 30 EVLD1NGLC�,�TIC�N PLAN � SCALE 0 2040 80 CODE REVIEW APPLICABLE CODES A. 2012 INTERNATIONAL RESIDENTIAL CODE B. 2012 INTERNATIONAL BUILDING CODE PER ORDINANCE NO. 12 G. 2012 INTERNATIONAL ENERGY CONSERVATION CODE D. 2011 NEC E. ALL ADOPTED TOWN OF VAIL CODES USE / OCCUPANCY CONDOMINIUMS - RESIDENTIAL R -2 111. BUILDING HE 16HT5 AND AREAS A. BUILDING HEIGHT 12 IBC TABLE 503 R -2 OCCUPANCY, V -B CONSTRUCTION ALLOWED, 2 5TORIF-5 ABOVE GRADE PLANE, MAX HT. 40' -0" B. BUILDING AREA ('12 IBC TABLE 503) R -2 OCCUPANCY, V -B CONSTRUCTION TABULAR AREA ALLOWED, 7,000 50 FT PER STORY IV. APPLICABILITY ('12 IRG) A. R102.1 EXISTING STRUCTURES. THE LEGAL OCCUPANCY OF ANY STRUCTURE EXISTING ON THE DATE OF ADOPTION OF THI5 CODE SHALL BE PERMITTED TO CONTINUE WITHOUT CHANGE, EXCEPT AS 15 SPECIFICALLY COVERED IN THI5 CODE, THE INTERNATIONAL PROPERTY MAINTENANCE CODE OR THE INTERNATIONAL FIRE CODE, OR AS 15 DEEMED NF-CE55ARY BY THE BUILDING OFFICIAL FOR THE GENERAL SAFETY AND WELFARE OF THE OCCUPANTS AND THE PUBLIC. B. R102.1.1 ADDITIONS, ALTERATIONS OR REPAIRS. ADDITIONS. ALTERATIONS OR REPAIRS TO ANY STRUCTURE SHALL CONFORM TO THE REQUIREMENTS FOR A NEW STRUCTURE WITHOUT REQUIRING THE EXISTING STRUCTURE TO COMPLY WITH ALL OF THE REQUIREMENTS OF THI5 CODE, UNLE55 OTHERHI5E STATED. ADDITIONS, ALTERATIONS OR REPAIRS SHALL NOT CAUSE AN EXISTING STRUCTURE TO BECOME UNSAFE OR ADVERSELY AFFECT THE PERFORMANCE OF THE BUILDING. V. DEFINITIONS ('12 IRG 4 '12 IBC) AREA, BUILDING. THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR HALLS (OR EXTERIOR HALLS AND FIRE WALLS) EXCLUSIVE OF VENT SHAFTS AND COURTS. AREAS OF THE BUILDING NOT PROVIDED WITH SURROUNDING HALLS SHALL BE INCLUDED IN THE BUILDING AREA IF SUCH AREAS ARE INCLUDED WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR ABOVE. COURT. AN OPEN, UNCOVERED SPACE, UNOBSTRUCTED TO THE SKY, BOUNDED ON THREE OR MORE SIDES BY EXTERIOR BUILDING HALL5 OR OTHER ENCLOSING DEVICES. DWELLING. A BUILDING THAT CONTAINS ONE OR TWO DWELLING UNITS USED, INTENDED OR DE516NED TO BE USED, RENTED, LEASED, LET, OR HIRED OUT TO BE OCCUPIED FOR LIVING PURPOSES. DWELLING UNIT. A SINGLE UNIT PROVIDING COMPLETE, INDEPENDENT LIVING FACILITIES FOR ONE OR MORE PERSONS, INCLUDING PERMANENT PROVISIONS FOR LIVING, SLEEPING, EATING, COOKING AND SANITATION. FIRE SEPARATION DISTANCE. THE DISTANCE MEASURED FROM THE BUILDING FACE TO ONE OF THE FOLLOWING: I. THE CL05E5T INTERIOR LOT LINE; 2. TO THE CENTERLINE OF A STREET, AN ALLEY OR PUBLIC HAY; OR 3. TO AN IMAGINARY LINE BETWEEN TWO BUILDIN65 ON THE PROPERTY. THE DISTANCE SHALL BE MEASURED AT RIGHT ANGLES FROM THE FACE OF THE HALL. STORY ABOVE GRADE PLANE. ANY STORY HAVING ITS FINISHED FLOOR SURFACE ENTIRELY ABOVE GRADE PLANE, OR IN HHICH THE FINISHED SURFACE OF THE FLOOR NEXT ABOVE 15: I. MORE THAN 6 FEET ABOVE THE GRADE PLANE; OR 2. MORE THAN 12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY POINT. VI. GLAZING ('12 IRG) A. 8308.1 IDENTIFICATION. EXCEPT AS INDICATED IN SECTION 308.1.1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION 8308.4 SHALL BE PROVIDED WITH A MANUFACTURER'S DESIGNATION 5PECIFYING WHO APPLIED THE DESIGNATION, DESIGNATING THE TYPE OF OLA55 AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH 15 V15113LE IN THE FINAL INSTALLATION. B. 8308.4.1 GLAZING IN DOOR5. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. G. 8308.4.2 GLAZING ADJACENT DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF THE GLAZING 15 WITHIN A 24 -INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A OL05ED P051TION AND WHERE THE BOTTOM F-XP05ED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. D. 8308.43 GLAZING IN HINDOH5. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED A HAZARDOUS LOCATION: I. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 1 SQUARE FEET. 2. THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN 18 INCHES ABOVE THE FLOOR; 3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INCHES ABOVE THE THE FLOOR; AND 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. VII. 8301.4 AUTOMATIC GARAGE DOOR OPENERS ('12 IRG). AUTOMATIC GARAGE DOOR OPENER5, IF PROVIDED, SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL325. VIII. 8310 EMERGENCY ESCAPE AND RESCUE REQUIRED ('12 IRG). BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE OPENINGS SHALL BE REQUIRED IN EACH SLEEPING ROOM. WHERE EMERGENCY ESCAPE AND RESCUE OPENIN65 ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. A. R310.1.1 MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MIN. NET CLEAR OPENING OF 5.7 50.FT. B. 8310.1.2 MINIMUM OPENING HEIGHT. THE MINIMUM NET CLEAR OPENING SHALL BE 24 INCHES. G. 8310.1.3 MINIMUM OPENING WIDTH. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. D. 8310.1.4 OPERATIONAL CONSTRAINTS. EMER6ENGY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE IN51DE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. E. 8310.2 WINDOW HELLS. THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 1 SQUARE FEET WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36 INCHES. THE AREA OF THE HINDOH HELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. EXCEPTION: THE LADDER OR STEPS REQUIRED BY SECTION 8310.2.1 SHALL BE PERMITTED TO ENCROACH A MAXIMUM OF 6 INCHES INTO REQUIRED DIMENSIONS OF THE WINDOW HELL. F. R310.2.1 LADDER AND STEPS. WINDOW HELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION. LADDERS OR STEPS REQUIRED BY THI5 SECTION SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS R311.7 AND 8311.8. LADDERS OR RUN65 SHALL HAVE AN IN51DE WIDTH OF AT LEAST 12 INCHES, SHALL PROJECT AT LEAST 3 INCHES FROM THE HALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW HELL. G. R310.4 BARS, GRILLES, COVERS AND 50REEN5. BARS GRILLES, COVERS, 5GREEN5 OR 51MILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS, BULKHEAD ENCLOSURES, OR WINDOW HELLS THAT SERVE SUCH OPENINGS, PROVIDED THE MINIMUM NET CLEAR OPENING 51ZE COMPLIES WITH 5EGTION5 8310.1.1 TO 8310.1.3 AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR FORGE GREATER THAN THAT HHIGH 15 REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. IX. 8311.1 MEANS OF EG8E55. ALL ONELLING5 SHALL BE PROVIDED WITH A MEANS OF F-ORF-55 AS PROVIDED IN THI5 SECTION. THE MEANS OF ECRE55 SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED PATH OF VERTICAL AND HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE DWELLING TO THE EXTERIOR OF THE DWELLING AT THE REQUIRED EGRESS DOOR HITHOUT REQUIRING TRAVEL THROUGH A GARAGE. A. 8311.2 EGRESS DOOR. AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT. THE E6RE55 DOOR SHALL BE 51DE- HIN6ED AND SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES HHEN MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 10 DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT BE LE55 THAN 78 INCHES IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY HITH THESE MINIMUM DIMENSIONS. EC-8E55 DOORS SHALL BE READILY OPERABLE FROM IN51DE THE DHELLIN6 WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. B. R311.3 FLOORS AND LANDIN65 AT EXTERIOR DOOR5. THERE SHALL BE A LANDING OR FLOOR ON EACH 51DE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NOT BE LE55 THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE DIRECTION OF TRAVEL. EXTERIOR LANDIN65 SHALL BE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 14 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT). L / L L( ) G. 83113.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOORS. LANDINGS OR FINISHED FLOORS AT THE REQUIRED E6RE55 DOOR SHALL NOT BE MORE THAN 1 1/2 INCHES LONER THAN THE TOP OF THE THRESHOLD. EXCEPTION: THE LANDING OR FLOOR ON THE EXTERIOR SIDE SHALL NOT BE MORE THAN 7 3/4 INCHES BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR. D. R311.3.2 FLOOR ELEVATIONS FOR OTHER EXTERIOR DOORS. DOORS OTHER THAN THE REQUIRED EGRE55 DOOR SHALL BE PROVIDED WITH LANDIN65 OR FLOORS NOT MORE THAN 7 3/4 INCHES BELOW THE TOP OF THE THRESHOLD. E. 8311.3.3 STORM AND SCREEN DOORS. STORM AND 50REF-N DOORS SHALL BE PERMITTED TO SHINE OVER ALL EXTERIOR 5TAIR5 AND LANDINGS. F. 8311.7.5 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THI5 SECTION. FOR THE PURPOSES OF THI5 SECTION ALL DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RU05 OR RUNNERS. 6. R311.1.5.1 RISERS. THE MAXIMUM RISER HEIGHT SHALL BE 15/4 INCHES. THE R15ER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGE5 OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4 -INCH- DIAMETER SPHERE. EXCEPTION: THE OPENING BETWEEN ADJACENT TREAD5 15 NOT LIMITED ON STAIRS WITH A TOTAL R15E OF 30 INCHES OR LESS. H. 8311.7.5.2 TREADS. THE MINIMUM TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREM05T PROJECTION OF ADJACENT TREADS AND AT A R16HT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE 5MALLE5T BY MORE THAN 318 INCH. I. 8311.7.6 LANDIN65 FOR STAIRWAYS. THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH 5TAIRHAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LE55 THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF 5HAPE5 OTHER THAN SQUARE OR RECTANGULAR SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK LINE AND THE TOTAL AREA 15 NOT LE55 THAN THAT OF A QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE 5TAIRHAY HAS A STRAIGHT RUN, THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LE55 THAN 36 INCHES. J. 8311.7.8 HANDRAILS. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE 51DE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE R15ER5. X. 8312.1 GUARDS. 6UARD5 SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 831211 THROUGH R312.1.4. A. 8312.1.1 HHERE REQUIRED. GUARD5 SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. B. R312.1.2 HEIGHT. REQUIRED GUARDS AT OPEN -51DED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LE55 THAN 36 INCHES HIGH MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED 5EATING OR THE LINE CONNECTING THE LEADING EDGE5 OF THE TREADS. G. 8312.13 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER. D. 8312.2 WINDOW FALL PROTECTION. WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.2.1 AND R312.2.2. E. 8312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOHE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN HHIGH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF HINDOH5 SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4- INCH- DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR. EXCEPTION5: I. HINDOH5 HHO5E OPENING5 HILL NOT ALLON A 4 -INCH- DIAMETER SPHERE TO PASS THROUGH THE OPENING WHEN THE OPENING IS IN ITS LARGEST OPENED POSITION. 2. OPENINGS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2010. 3. WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION 8312.2.2. F. R312.2.2 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH A5TM F 2010. THE WINDOW OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE THE MINIMUM NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN THE AREA REQUIRED BY SECTION 8310.1.1. A. 8311 PROTECTION OF WOOD AND HOOD BASED PRODUCTS AOAIN5T DECAY. A. 8317.1 LOCATION REQUIRED. PROTECTION OF HOOD AND HOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE HOOD OR WOOD THAT IS PRESERVATIVE - TREATED IN ACCORDANCE WITH AWPA UI FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA UI. I. HOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES OR WOOD 6IRDER5 WHEN OL05ER THAN 12 INCHES TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXGAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. ALL HOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION HALLS AND ARE LE55 THAN 8 INCHES FROM THE F-XP05ED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLE55 SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS M015TURE BARRIER. 4. THE ENDS OF HOOD GIRDER5 ENTERING EXTERIOR MASONRY OR CONCRETE HALLS HAYING CLEARANCES OF LE55 THAN 1/2 INCH ON TOPS, 51DE5 AND ENDS. 5. HOOD 51DIN6, 5HEATHIN6 AND HALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LE55 THAN 6 INCHES FROM THE GROUND OR LE55 THAN 2 INCHES MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH 5LAB5, PATIO SLABS AND 51MILAR HORIZONTAL 5URFAGE5 EXPOSED TO THE HEATHER. 6. HOOD STRUCTURAL MEMBERS 5UPPORTING MOISTURE- PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE HEATHER, SUCH AS CONCRETE OR MASONRY SLABS UNLE55 SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS M015TURE BARRIER. B. 8317.1.2 GROUND CONTACT. ALL HOOD IN CONTACT WITH THE GROUND, EMBEDDED IN CONCRETE IN DIRECT CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE EXPOSED TO THE HEATHER THAT 5UPPORT5 PERMANENT STRUCTURES INTENDED FOR HUMAN OCCUPANCY SHALL BE APPROVED PRESSURE- PRESERVATIVE - TREATED HOOD SUITABLE FOR GROUND CONTACT USE, EXCEPT UNTREATED HOOD MAY BE USED WHERE ENTIRELY BELOW GROUNDWATER LEVEL OR CONTINUOUSLY SUBMERGED IN FRESH HATER. G. 8317.1.4 WOOD COLUMNS. HOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRE55URE- PRE5ERVATIVE TREATED HOOD. D. 83173 FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE- TREATED AND FIRE - RETARDANT- TREATED HOOD. FASTENERS, INCLUDING NUTS AND HASHERS, AND CONNECTORS IN CONTACT WITH PRESERVATIVE- TREATED HOOD AND FIRE - RETARDANT - TREATED HOOD SHALL BE IN ACCORDANCE WITH THI5 SECTION. THE COATING NEIOHT5 FOR ZING- GOATED FASTENERS SHALL BE IN ACCORDANCE WITH A5TM A 153. E. 8317.3.1 FASTENERS FOR PRESERVATIVE - TREATED HOOD. FASTENERS, INCLUDING NUTS AND HA5HER5, FOR PRESERVATIVE- TREATED HOOD SHALL BE OF HOT - DIPPED, ZING - COATED GALVANIZED STEEL, 5TAINLF-55 STEEL, SILICON BRONZE OR COPPER. COATING TYPES AND HEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE- TREATED WOOD SHALL BE IN ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS. IN THE A55GENCE OF MANUFACTURER'5 RECOMMENDATIONS, A MINIMUM OF A5TM A 653 TYPE 0I85 ZING - COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. XII. 420.2 SEPARATION HALLS. HALLS 5EPARATING DWELLING UNITS IN THE SAME BUILDING, HALLS SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND HALLS SEPARATING DWELLING OR 5LEEPIN6 UNITS FROM OTHER OCCUPANCIES GONTIOUOU5 TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 708. All. TYPES OF CONSTRUCTION (IBC '12) R -2 PRIMARY OCCUPANCY TO BE TYPE V -B CONSTRUCTION. BUILDING ELEMENTS ARE TO HAVE THE FOLLOWING FIRE- RE515TIVE RATINGS PER '12 IBC, TABLE 601 PRIMARY STRUCTURAL FRAME O -HOUR - -- EXTERIOR BEARING HALLS O -HOUR - -- * PER '12 IBC, TABLE 602, FIRE- RE51TIVE RATING 15 0 WHEN FIRE SEPARATION DISTANCE 15 GREATER THAN 10 FT. XIV. FIRE- RE515TANGE RATED CONSTRUCTION ('12 IBC) A. 705.3 BUILDIN65 ON THE SAME LOT. FOR THE PURPOSES OF DETERMINING THE REQUIRED HALL AND OPENING PROTECTION, PROJECTION AND ROOF COVERING REQUIREMENTS, BUILDINGS ON THE SAME LOT SHALL BE A55UMED TO HAVE AN IMAGINARY LINE BETWEEN THEM. B. 105.5 EXTERIOR HALLS SHALL BE FIRE- RE515TANCE RATED IN ACCORDANCE WITH TABLES 601 AND 602 AND THI5 SECTION G. 705.8.1 ALLOWABLE AREA OF OPENINGS. THE MAXIMUM AREA OF UNPROTECTED AND PROTECTED OPENINGS PERMITTED IN AN EXTERIOR HALL IN ANY STORY OF A BUILDING SHALL NOT EXCEED THE PERGENTA6E5 SPECIFIED IN TABLE 705.8. EXCEPTION 2. BUILDIN65 NH05E EXTERIOR BEARING HALLS, EXTERIOR NONBEARING HALLS AND EXTERIOR PRIMARY STRUCTURAL FRAME ARE NOT REQUIRED TO BE FIRE - RESISTANCE RATED SHALL BE PERMITTED TO HAVE UNLIMITED UNPROTECTED OPENINGS. XV. 108 FIRE PARTITIONS - HALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING AS REQUIRED BY SECTION 420.2 A. 708.4 CONTINUITY. FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/GEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE OR TO THE FIRE- RE515TANGE -RATED FLOOR/CEILIN6 OR ROOF /CEILING ASSEMBLY ABOVE AND SHALL BE SECURELY ATTACHED THERETO. IN COMBUSTIBLE CONSTRUCTION WHERE THE FIRE PARTITIONS ARE NOT REQUIRED TO BE CONTINUOUS TO THE 5HEATHING, DECK OR SLAB, THE SPACE BETWEEN THE CEILING AND THE SHEATHING, DECK OR SLAB ABOVE SHALL BE FIRE - BLOCKED OR DRAFT5TOPPED IN ACCORDANCE WITH SECTIONS 718.2 AND 718.3 AT THE PARTITION LINE. MODIFIED IRO SECTIONS PER TOWN OF VAIL ORDINANCE NO. 12 CHAPTERS 1 -3 OKAY CHAPTERS 4 -1 DELETED IN THEIR ENTIRETY AND REPLACED BY THE IBC CHAPTER 8 5EGTION5 8802 THRU R&04 ARE TO BE DELETED IN THEIR ENTIRETY CHAPTER 1 DELETED IN ITS ENTIRETY AND REPLACED BY THE IBC CHAPTER II -43 DELETED IN THEIR ENTIRETY AND REPLACED WITH THE IPG, IMC, ENERGY AND NEC RESPECTIVELY Design Review Staff Approval TOWN By Warren Campbell at 1:51 pm, Jun 12, 2013 OF u W ARCHITECTS 90 W BENCHMARK ROAD SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda @vmda,com FAX 949.5205 ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 0 4/29/2013 3/8/2013 1311 BUILDING LOCATION PLAN AS1 UNIT 18 AND 19 V0LO cy) = w 00 ov00 z Q %�= Q P 00 < 00 �-- Z < J O Z 0 0 Z �0�O W Oct LO Q O ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 0 4/29/2013 3/8/2013 1311 BUILDING LOCATION PLAN AS1 UNIT 18 AND 19 rowN OF va� Design Reviei Staff Approva By Warren Campbell at 1:51 pm, Jun 12, 2013 4EH CEDAR Ix& R.5. CHANNEL .AP HORIZONTAL 51DINO ON 2x2 FURRING SLEEPERS AT .A. EX15TINO 5TUD M/EK HEATHER BARRIER RE: SPEC.; .AP O/ BACK LEO OF FLASHINO :ONT. BELOW :XI5TINO 5HEATHINO 1/2" EXTRUDED FOAM 15ULATION mi FLA5HINO H/ DRIP EDGE RE: DETAIL NOTES A6.1 <12 FURRING 5TRIP 2x12 R.S. CEDAR CONT. BELLY BAND TRIM 4NOLED CA51N6 BEAD 4EH 5T000O SYSTEM 1/2" EXTRUDED FOAM 15ULATION KI5TINO 5HEATHINO &EXTERIOR 15HOOD TRIM