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DRB130554 PLANS APPROVED
3080 BOOTH FALLS CT. - REISSUE SET 1 1.21.13 REVISION GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULAR AREAS. 4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, LOG, STUD COLUMNS, OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED. 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS AND FALSE BEAMS. 6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES. 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECT OF THE PROJECT, THEY SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A DELAY IN THE PROJECT. 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE INTERNATIONAL BUILDING CODE AND THE INTERNATIONAL RESIDENTIAL CODE. COMPLIANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING THE IBC AND THE IRC AND ALL LOCAL AND REGIONAL CODES. 11. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND OBTAIN APPROVALS FROM THE ARCHITECT /ENGINEER BEFORE ANY CUTTING, NOTCHING, OR DRILLING OF ANY CAST -IN -PLACE CONCRETE, STRUCTURAL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE CONSTRUCTION. 12. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND SCALE OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE WORK. 13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF AND DECK SURFACES MUST BE MAINTAINED REASONABLY FREE OF ICE AND SNOW TO ENSURE MINIMAL PROBLEMS WITH THESE SURFACES. 14. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S WRITTEN APPROVAL. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PROVIDE EVIDENCE THAT THE PROPOSED SUBSTITUTION IS EQUAL TO THE PRODUCT SPECIFIED. 15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND /OR OUTSIDE SETBACKS WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION IMPACTS TO THE SITE. 18. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE- VEGETATED TO BLEND WITH THE NON - DISTURBED LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE- VEGETATED TO BLEND WITH THE NON - DISTURBED LANDSCAPE. 19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER. 20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE CONSTRUCTION DOCUMENTS. 21. GENERAL CONTRACTOR SHALL SUBMIT AN ITEMIZED GANTT CHART PROJECT SCHEDULE FOR CONSTRUCTION CONSTRUCTION START DATE AND FINISH DATE. THE SCHEDULE SHALL BE UPDATED EVERY TWO WEEKS FOR OWNER TO REVIEW. GENERAL CONTRACTOR SHALL VERIFY LEAD TIMES OF ALL PRODUCTS AND MATERIALS WITHIN CERTAIN AMOUNT OF TIME OF CONSTRUCTION START AND MODIFY SCHEDULE ACCORDINGLY. ANY PRODUCTS OR MATERIALS WITH LONG LEAD TIMES THAT SIGNIFICANTLY AFFECT THE PROJECT SCHEDULE SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. DIRECTORY: OWNER PETE DOBYNS PO BOX 1644 DUXBURY, MA 02331 GENERAL CONTRACTOR ALAN STYERS PO BOX 678 SNOWMASS, CO 81654 M. 970 - 618 -4815 PURE DESIGN STUDIO PO BOX 527 WOLCOTT, CO 81655 PH. 970.470.1222 FX. 970.926.9078 millie @puredesign- studio.com CONTACT: MILLIE ALDRICH STRUCTURAL ENGINEER STRUCTURAL DESIGN SOLUTIONS PO BOX 2494 AVON, CO 81620 PH. 970.390.9843 FX. 970.926.9078 sdstyler @centurytel.net CONTACT: TYLER ALDRICH AEC PO BOX 8489 AVON, CO 81620 PH. 970.747.8520 FX. 970.748.8521 SOILS ENGINEER LKP ENGINEERING, INC PO BOX 2837 EDWARDS, CO 81632 PH 970.926.9088 GEOTECHNICAL ENGINEER MICHAEL W. WEST & ASSOCIATES, INC. 2 INVERNESS DR. EAST, SUITE 106 ENGLEWOOD, CO 80112 PH 720 - 529 -5300 M 303- 877 -7178 fharrison @m - west- assoc.com CONTACT: FRANK HARRISION, P.E. SURVEYOR PEAK LAND CONSULTANTS, INC. 1000 LION'S RIDGE LOOP VAIL, CO. 81657 PH 970 - 476 -8644 FX 970 -476 -8616 DRAWING INDEX SURVEY 0 1224 61 N LW, M,-J - ARCHITECTURAL A0.1 1:10 SITE PLAN A O.2 1:10 LANDSCAPE PLAN A 0.3 1:10 SITE LIGHTING PLAN ' - A 1.0 1/4" RADON MITIGATION PLAN A 1.1 1/4" FLOOR PLANS A 1.2 1/4" FLOOR PLANS A 1.3 1/4" FLOOR PLANS A 1.4 1/4" FLOOR PLANS A 1.5 1/4" ROOF PLAN A 2.1 1/4" ELEVATIONS A 2.2 1/4" ELEVATIONS A 2.3 1/4" ELEVATIONS A 3.1 1/4" SECTIONS A 3.2 1/4" SECTIONS A 3.3 1/4" SECTIONS A 3.4 1/4" SECTIONS A 4.1 DETAILS A 4.2 DETAILS A 4.3 DETAILS A 4.4 DETAILS A 5.1 WINDOW SCHEDULE & TYPES A 5.2 WINDOW SCHEDULE & TYPES A 5.3 WINDOW DETAILS A 5.4 INTERIOR DOOR SCHEDULE & TYPES A 5.5 INTERIOR DOOR DETAILS M 1.0 LEGEND & SPECIFICATIONS M 1.1 PANEL & CALCULATIONS M 2.0 1/4" MECHANICAL PLANS M 2.1 1/4" MECHANICAL PLANS M 2.2 1/4" MECHANICAL PLANS M 2.3 1/4" MECHANICAL PLANS E 1.0 LEGEND & SPECIFICATIONS E 1.1 PANEL & CALCULATIONS E 2.0 1/4" ELECTRICAL PLANS E 2.1 1/4" ELECTRICAL PLANS E 2.2 1/4" ELECTRICAL PLANS E 2.3 1/4" ELECTRICAL PLANS P 1.0 LEGEND & SPECIFICATIONS P 2.0 1/4" PLUMBING PLANS P 2.1 1/4" PLUMBING PLANS P 2.2 1/4" PLUMBING PLANS P 2.3 1/4" PLUMBING PLANS Design Review Staff Approval T By Warren Campbell at 2:15 pm, Dec 10, 2013 BALD MTN R n� PROJECT DATA: CODE: INTERNATIONAL RESIDENTIAL CODE 2012 ZONING: TWO FAMILY RESIDENTIAL OCCUPANCY CLASSIFICATION: TYPE R DIV.3 SETBACKS: 20' FRONT 15' SIDE 15' REAR BUILDING HEIGHT: 33 SLOPED ROOFS 30' FLAT ROOFS SYMBOLS: 1 1 A4.00 A4.1 A SECTION CUT REFERENCE DETAIL AREA REFERENCE A3.0 EL: 0' -0" ELEVATION REFERENCE ELEVATION SYMBOL 1 DETAIL CUT REFERENCE LARGE AREA DETAIL REFERENCE Q4/4/2013 REV(SEVfSfON PER TOWN OF VAIL PERMIT REVIEW REVISION CLOUD REVISION SYMBOL 0 O GRID BUBBLE MATERIAL TAG VICINITY MAP: CREEK Ty 3080 BOOTH FALLS CT J�� O Q�N' KATSOS RANCH R 1%_ Co LO r1_ CD O r- C� co C.6 O CV U m O O U O o �- CV CV CV L ^ J T X O O o 0- c Qi � L O U N O T Q ez C Q �zo � _j J /�0 O O W T O I- J O _j > co PROJECT: 1209 DATE: 11.05.12 REVISIONS: 11.12.12 11.21.12 DRB 12.10.12 1.02.13 PERMIT 3.14.13 Q11.21.13 COVER SHEET A0.0 RADON MITIGATION PLAN 1/4" = V -0" rowro of va Design Review Staff Approval By Warren Campbell at 2:15 pm, Dec 10, 2013 O r-- LO N LO N 00 N I- .� LO CO X T o Co N O T M O c0 O 0 0--111-- O 0 VJ VJ 5 U) `JJ Jd ^V W 0 L U _U) "o M T- LL V Z O � O LL O ® o T � M � J L.I.J O Q ® J O PROJECT: 1209 D A T EPERMIT 4.04.13 REVISIONS: FLOOR PLAN Al ■ 1 A2.2 UNIT B: LOWER LEVEL FLOOR PLAN 1/4" = 1' -0" 0 rowN of VAIL Design Review Staff Approval By Warren Campbell at 2:15 pm, Dec 10, 2013 ?.1 O r-- LO N LO NQO N rl_ LO CO .� X T co N O T Q') 0 O 0 O CO Q4=00 O VJ VJ }� 4� V/ f� ^V,J W 0 L U _U) N Q C T Q L L.J.. Z O J J 0 O U OT M � J O Q O J O PROJECT: 1209 DATE: 11.05.12 REVISIONS: DRB 11.12.12 11.21.12 12.10.12 DRB 1.02.13 DRB 2.18.13 PERMIT 3.14.13 PERMIT 4.04.13 7.26.13 8.05.13 10.25.13 Al 1.21.13 FLOOR PLAN Al ■ 16' -0" 27-62' - - 8' -0" 8' -0" 3'-51' 14' -11 " 5' 74' - - 5' z' S- 9 CEMENT PANELS 1 zl2 w2i3 A4.3 9 Co CON _ iN 1 N l� 9 -LL 6 W211 LOS I CC) o. YW = B - LIVING AREA I I WOOS 205 E a' U -32" N = __ N - TV NICHE ABOVE - GAS APPLIANCE FP — = T &C - WS54 11011 N = W215 = -- P. ONE - 216 217 H_B is 219 _ sTU6 9 C, 220 L0 - _ NT PA wzzl 16' -0" 29' -0" Q ALIGN ENTRY DOOR EL. 8369'-10 4" - -100 SQ. IN. T.O. SLAB W/ W228 CV O o Q LL ABOVE Q oo Z oo. J 0 4 SCHEDULED 40 PVC RADON = E L. 8369' -6" - 0 O - BEDROOM #1 U VENT PIPE �N � 210 r 0 O _j 104 DRB 1.02.13 W W Z 0 D201 5' -0" 1" w 61.011 31.61 2 l7 CANTILEVERED CABINET BUILT -IN N 0 O 0- O FP CUBBEES �6� - 4' 10.25.13 HB SHOWER BASE 8369'- 4" Cn T.O. S B Al 1.21.13 LIENT 60x3 T. SLAB MUD R , L PE FD SLOP 0) HB 201 201 � VANITY , ❑� TC-! BATH ,o� 106 TILE CP ENTR 107 200 VANITY 2„ 5' -2" 2 108 2 52.. 20MIN. RATED D DOR W/ EL. 8369' -10 4" 105 CP HOUR OL T.O. SLAB 6' -62 z z CIT 8 -7z - 3'-61111111 5 -11 PF L. 8 70' -011 CLOSET STONE B - DINING .O. LYWD. L M UNTED 204 TOIL T co PWD RM 202 3 � 1 202 WILL 48" �L N STONE OL EL. 83691-611 o WOOD T.O. PLYWD. d DN HANDRAIL @ 36" HT.; PER 311,111C-2012-- F7 F7 F7 PULL OUT PANTRY P Z F DN = =r WALL OVEN = r m O L MICRO — ~ F- B - KITCHEN C) C0 °' 00 24" U.C. 203 REF LANDING 250 _ _ _ _ EL. 8375' -3" 36" REF DW T_ T.O. PLYWD. 21' -54" 4' -0o-" 28' -0" 1 A2.1 7' -0" STONE VENEER I CV wloz co hw Cc (5 W 1 A3.4 4' -7" 20' -0" 20' -0" 15' -5" STONE VENEER 4' -0" I Q EL. 8369'-10 4" LINE OF DECK -100 SQ. IN. T.O. SLAB CV O o Q LL ABOVE Q oo Z oo. J O = E L. 8369' -6" 0 0 O - BEDROOM #1 U M � J r 0 O _j 104 DRB 1.02.13 W 0 I DRB 2.1813 5' -0" 1" w 61.011 31.61 2 l7 -22" 0 u N 0 O 0- O FP EL. 8 �6� - 4' 10.25.13 HB SHOWER BASE 8369'- 4" Cn T.O. S B Al 1.21.13 LIENT 60x3 T. SLAB ° I L PE FD SLOP 0) HB � VANITY , ❑� BATH ,o� 106 TILE CP 107 VANITY 2°s 108 ,os LOSET 20MIN. RATED D DOR W/ EL. 8369' -10 4" 105 CP HOUR OL T.O. SLAB 6' -62 z z °0 8 -7z - 3'-61111111 5 -11 40 00 CLOSET STONE o VENEER W , 10 110 ,aa F- 108 - a U =iN M 1 103 9 9 l03 A - BEDROOM # ios TILE O CP N N W 109 1„ 51-911 r W o2 MECH RM. 103 LINEN AV EQ. 102 EL. 8369'-511 EL. 8372' -5" - M T.O. DRIVE T.O.W. 2 A3.1 26-74 " 8.14" 8" 134 ]321 3' -112' 32" 10' -0" 2. 62.. 4' STONE 4" SCHEDULED 40 PVC 18 -0 VENEER RADON VENT PIPE, VISIBLE 2 w1o4 FOR U TUBE INDICATOR. A4.3 N OFF SET PIPE MAINTAIN c2ol POSITIVE SLOPE V O r 26' -0" 1 A2.2 1 UNIT B- MAIN LEVEL / UNIT A - LOWER LEVEL FLOOR PLAN 1/4" = V -0" III' "LIP I LANDING • C 1w, PER R31 1,IRC 2012 �, MEDIA . • - •1r 11 11 EL. 8374' 1 CARPET - � W D Lf 1.. 16' 7.. FD HOT TUB rN ofi CO LAUNDRY = 114 „a — EL. 8 T1 0" Zo - - REF 2 A - BEDROOM #3 111 �N 113 V - CP BATH 1 ,12 wlos 14' -32' ° 2�0" 5' -62" 9 2 L $SE MIRABELLA Ch 1.4 �1 rl I 12' -0" 24' -0" 0 9 4) 2 A2.1 r'LN N 1 A3.3 p I, LO (\1 00 N LO N I- LO (0 N O .� X r -r— O O CC) O CD °d�-� _0 O Q- —1-00 O 0) C O 0-11- U) vJ 0 L -Ij U EL. 8369'-10 4" B - GARAGE 206 -100 SQ. IN. T.O. SLAB CV O o Q LL ,R Q oo Z oo. J O O E L. 8369' -6" 0 0 O O T- U M � J T.O. PLYWD. 0 O _j DRB 1.02.13 W 0 I DRB 2.1813 MO ) w w 0 u N 0 O 0- O 8.05.13 EL. 8 �6� - 4' 10.25.13 8369'- 4" Cn T.O. S B Al 1.21.13 T. SLAB FP L PE FD SLOP SLOPE FD L PE HB ~ 0 C14 N 2°s 20MIN. RATED D DOR W/ EL. 8369' -10 4" SELF - CLOSER (1 HOUR OL T.O. SLAB SEPARATION O r 26' -0" 1 A2.2 1 UNIT B- MAIN LEVEL / UNIT A - LOWER LEVEL FLOOR PLAN 1/4" = V -0" III' "LIP I LANDING • C 1w, PER R31 1,IRC 2012 �, MEDIA . • - •1r 11 11 EL. 8374' 1 CARPET - � W D Lf 1.. 16' 7.. FD HOT TUB rN ofi CO LAUNDRY = 114 „a — EL. 8 T1 0" Zo - - REF 2 A - BEDROOM #3 111 �N 113 V - CP BATH 1 ,12 wlos 14' -32' ° 2�0" 5' -62" 9 2 L $SE MIRABELLA Ch 1.4 �1 rl I 12' -0" 24' -0" 0 9 4) 2 A2.1 r'LN N 1 A3.3 p I, LO (\1 00 N LO N I- LO (0 N O .� X r -r— O O CC) O CD °d�-� _0 O Q- —1-00 O 0) C O 0-11- U) vJ 0 L -Ij U U) -100 SQ. IN. CV O Q LL ,R Q REVISIONS: Z Cc J O O ILL 0 O O T- U M � J 12.10.12 O _j DRB 1.02.13 W DRB 2.1813 MO ) PERMIT 3.1413 Q PERMIT 4.04.13 0 PROJECT: 1209 -100 SQ. IN. DATE: 11.05.12 OPENING, 3-HT LOUVER VENT ABOVE DOOR REVISIONS: REQUIRED FOR MAKE UP AIR DRB 11.12.12 11.21.12 1 12.10.12 A3. DRB 1.02.13 DRB 2.1813 PERMIT 3.1413 Q PERMIT 4.04.13 N 7.26.13 8.05.13 10.25.13 Al 1.21.13 4' -0" Design Review Staff Approval TOWN Of VAIL _ By Warren Campbell at 2:15 pm, Dec 10, 2013 FLOOR PLAN A1.2 0 jN 1 ° A2.3 r 04 I � I I II II II II II II I I I I II II II II II II I I I I II II II II II II I� II II II II II II II II II II II I! 16' -0" 20' -5" 6-52" 17-614" ENTRY ROOF EL. 8380' -6" T.O. PLYWD. 4" SCHEDULED 40 PVC RADON - 0 VENT PIPE, POWER SUPPLY IN 2 DROPPED CEILING FOR RADOrP FAN IF REQUIRED USE ISOLATIO . z3o PL NGS. ^ % N _l_L_LJ_1_1_L_LJ_1_1_ OPEN TO BELOW 0 T T 7'-12' LO (0 B - BRIDGE 300 EL. 8380'-6" _ T.O. PLYWD. STN LO GUARD; PER R312 WD 0 (0 I' O Q - O IRC 2012 DN O N 0-- = T L CIO Cn W W w 0 0) cc) 6' -0" 3' -6" DW Ft- , -I� STONE VENEER - LANDING 250 EL. 8375' -3" T.O. PLYWD. T Lo LL V 22 J O N O r 311 111 0 _ 141_ " .... 1 METE W O _ I PROJECT: 1209 LANDING REVISIONS: DRB 11.12.12 11.21.12 CLOSET T 250 DRB 1.02.13 DRB 2.18.13 PERMIT 3.14.13 0 PERMIT 4.04.13 EL. 8390' 6" 10.25.13 11. 21.13 Co A - KITCHEN F_ FLOOR PLAN T.O. PLY ND. 305 BATH 308 204 HANDRAIL WALL OVEN 01 12' -02 0" 52 -11 L 71-011 PER 8311 = I— — I RC 2012 METER c1 A- D I N T ,2 U ? I I 36" _ 36" C.O.' w O m 205 2 z B - MASTER BEDRM 1 0 Ak 301 I I M I °I `O CO i r m I DOWN DRAFT HOOD — — MAKE -UP AIR REQUIRED 124 36" REF , 301 I II M _ CL U PANTRY Q 111 N 311 1 " 4' -4" 10' -0" 52 J ~ C7 zLu 0 0 MECH.CHASE Q Z m 23 VFY. SIZE bN EL. 8384'-0" T COMPUTER O - N IL o BATH =e NICHE 101 - - JACUZZI 302 ZD MIRROR TI 302 SUR OUNDLE _ = 2 Ile TUB - 4" S DUL PVC_ R - -' 303 r N rIN 1 304 6 -011 1 -011 1 = NT PIPE IGH _ .., _ � • IFI., wL 0'_u 1 1 � -v2 JFD 40 .4 100 Z 303 0 UND = W WALL Ch 304 - W/D MOUNTED STEAM SHOWER TOILET LINEN 13' -94" 28' -0" 1 1 A2.1 2 A3.1 A3.1 7' -1111 z 3' -64" 41-611 1 -611 6 -011 9 2 V U 226 NJ � �N CL zz w � Q 2 SIN W 26' -0" 6' -0" 22 STN T - B - BEDROOM #4 307 3' -1011 a U LOW WALL 18' -7" 3as. � OFFICE 306 ] 0 O T 2 4' -04" 4' -02' 61 -011 6-011 26' -0" 1 A2.2 3' -10" a U p 3 7-0" 1 A3.4 4' -7" CEMENT PANELS w112 S. ZIM - ot�n6 _ GAS UB W 2 — w > F.2 - ¢cm N J M W _ d� S (0 _ E 3 -_ _ � a z T LY 115 U U <� FP_ o00 O C - W. ST - _ !�I -OII 11 _ W116 L PE 2 _ W113 IRC 12 - w117 Zo OPEN TO BELOW 0 T T 7'-12' LO (0 B - BRIDGE 300 EL. 8380'-6" _ T.O. PLYWD. STN LO GUARD; PER R312 WD 0 (0 I' O Q - O IRC 2012 DN O N 0-- = T U) 0 0) cc) 6' -0" 3' -6" DW Ft- , -I� STONE VENEER - LANDING 250 EL. 8375' -3" T.O. PLYWD. 26' -0" 6' -0" 22 STN T - B - BEDROOM #4 307 3' -1011 a U LOW WALL 18' -7" 3as. � OFFICE 306 ] 0 O T 2 4' -04" 4' -02' 61 -011 6-011 26' -0" 1 A2.2 3' -10" a U p 3 7-0" 1 A3.4 4' -7" CEMENT PANELS w112 S. ZIM - ot�n6 _ GAS UB W 2 — w > F.2 - ¢cm N J M W _ d� S (0 _ E 3 -_ _ � a z T LY 115 U U <� FP_ o00 O C - W. ST - _ !�I -OII 11 _ W116 L PE 2 _ W113 IRC 12 - w117 Zo r,__� UNIT 13— UPPER LEVEL / UNIT A —MAIN LEVEL FLOOR PLAN 1/4" = 1' -0" 1 309 61 -611 CLO 309 9' -112' 9 12' -0" 20' -0" �LN C -ID A - IVING AREA 206 15' -5" / 1 7'-7" 11' -6" 4' -0" CEMENT PANELS I I O N00 N I- LO (0 O O W 0 OU 70 _0 O 0 (0 I' O Q - O 0 0 0) C O N 0-- U) 0 V^ ) 1 -5111 z 6' -0" 3' -6" DW Ft- , -I� STONE VENEER - C"I CV O T Lo LL V 22 J O N O r 311 111 M � J _ 141_ " .... 1 METE W O _ I PROJECT: 1209 LANDING REVISIONS: DRB 11.12.12 11.21.12 L 250 DRB 1.02.13 DRB 2.18.13 PERMIT 3.14.13 0 PERMIT 4.04.13 EL. 8390' 6" 10.25.13 11. 21.13 Co A - KITCHEN F_ FLOOR PLAN T.O. PLY ND. BATH 308 204 HANDRAIL WALL OVEN ELECTRICAL @ 36" HT.; PER 8311 = I— — I RC 2012 METER A- D I N T STONE VENEER U ? I I 36" O w O m 205 z STEAM SHOWER 0 Ak r,__� UNIT 13— UPPER LEVEL / UNIT A —MAIN LEVEL FLOOR PLAN 1/4" = 1' -0" 1 309 61 -611 CLO 309 9' -112' 9 12' -0" 20' -0" �LN C -ID A - IVING AREA 206 15' -5" / 1 7'-7" 11' -6" 4' -0" CEMENT PANELS I I O 24' -0" 4' -0" Design Review Staff Approval TOXIN OF VA I'L " By Warren Campbell at 2:16 pm, Dec 10, 2013 O r, LO N LO N00 N I- LO (0 N O O W 0 OU 70 _0 O 0 (0 I' O Q - O 0 0 0) C O 0-- U) V^ ) CV 0 L DW Ft- -I� U C"I CV O T LL V GA J O } +LL O O r 311 111 M � J _ 141_ " .... 1 METE W O _ I PROJECT: 1209 DATE: 11.05.12 REVISIONS: DRB 11.12.12 11.21.12 L 12.10.12 DRB 1.02.13 DRB 2.18.13 PERMIT 3.14.13 0 PERMIT 4.04.13 8.05.13 10.25.13 11. 21.13 A - KITCHEN F_ FLOOR PLAN Al m3 204 WALL OVEN ELECTRICAL = I— — METER A- D I N T ? I I 36" O 205 0 COOKTOP r m I DOWN DRAFT HOOD — — MAKE -UP AIR REQUIRED 36" REF I II I I I PANTRY Q 111 311 1 " 4' -4" 10' -0" 52 MECH.CHASE VFY. SIZE EL. 8384'-0" T COMPUTER O - N NICHE 101 - - _ = 2 Ile - 4" S DUL PVC_ R - 91 -121 1u 6 -011 1 -011 1 = NT PIPE IGH _ \ WD RM EL BAR 24" U.C. ICE O 2O2 WALL 203 REF MAKER N MOUNTED L L_ p 1 TOILET —1 —1 - 202 (�� R T' ai DN LIGN R R — T 11" W 121 STONE TI BE RELOCATE LA DIN r` A -ENTRY = 200 R 7. 7" DN X101 T 11 - —_ —_ STONE T.O. PLYWD. 61- W OD FP T H B Ch EL 85'- 4" T.O. S B MUD RM o 201 2 J _ 2' -1' 12 1 `n T. SLAB 201 S4�— FD SLO E A - GARA 207 2 a EL. 8385 - % ,20MIN. RATED DO O ELF - CLOSER (1 HO C/) cl EPARATION) G1o1 EL. 8385-4 4" T.O. SLAB _ c�N N 1 0 N A32 � N L Oo U) L P SLR o Lu FD Lu m 0 w o m CH NGE IN CEILI G a HEI HT CEMEN PANELS M 24' -0" 4' -0" Design Review Staff Approval TOXIN OF VA I'L " By Warren Campbell at 2:16 pm, Dec 10, 2013 O r, LO N LO N00 N I- LO (0 N O O W 0 OU 70 _0 O 0 (0 I' O Q - O 0 0 0) C O 0-- U) V^ ) 0 L -I� U V CV O T LL V Z Cc J O } +LL O O r M � J .... O _j W O _ I PROJECT: 1209 DATE: 11.05.12 REVISIONS: DRB 11.12.12 11.21.12 12.10.12 DRB 1.02.13 DRB 2.18.13 PERMIT 3.14.13 0 PERMIT 4.04.13 8.05.13 10.25.13 11. 21.13 FLOOR PLAN Al m3 UNIT A - UPPER LEVEL FLOOR PLAN 1/4" = V -0" rowN of vn vai.�aJ. �a.rai rr Staff Approval By Warren Campbell at 2:16 pm, Dec 10, 2013 O 1-- LO N LO N OC) N r- Ln (O . O O N O _ 70 -0 0 C) O O CD dt' 3 = O O O � C3 O 0-4-- U) U) 0 L 4-1 U _U) N Q Cz T LL V Z C— J O 0 o U O ,- M � J I..I..I O a ® J CID O PROJECT: 1209 DATE: 11.05.12 REVISIONS: DRB 11.12.12 11.21.12 12.10.12 DRB 1.02.13 DRB 2.19.13 PERMIT 3.14.13 PERMIT 4.04.13 8.05.13 10.25.13 11. 21.13 FLOOR PLAN Al ■ 8`36 O I NEW METAL STANDING SEAM I ROOF (PETERSEN ALUMINUM DARK BRONZE), OR SIM. IWALL BELOW I I I � II II II 11 I � II �I 4' -0" O.H. \II I �LIF I1 OQ T.O. PLYWD. EL. 8381' -0" w ;;t d O N 1:°�I F_ I I- I II I I� - — ii — —_� 40 01 II I� \ II II I O.H., I 1 I I II II I� �I �I �I I � \ I o= �O EL. 8395' -2" T. PLYW I— — I I� -- N \ i EL. 8380'-6" O N i T.O. PLYWD. \ i ENTRY ROOF 0 \RADON VENT CAP W/ O VARMINT SCREEN; EXTE K 12" A VE R DAR BONZE PAINT MAT C ROOF o I/ INEW METAL STANDING SEAM ROOF (PETERSEN ALUMINUM - DARK BRONZE), OR S1�1. — WALL BELOW I II V �� J I'I ROOF PLAN 1 1/4" = V -0" 9 I CJ 1 L. 8390' -10" MANUFACTURER APPROVED METAL SNOW GUARD DESIGNED FOR ATTACHMENT TO STANDING SEAMS PAINTED GUTTER &;'DOWN SPOUTS HEAT TAPE ALL GUTTERS AND DOWNSPOUTS. DOWNSPOUTS TIE INTO FRENCH DRAIN SYSTEM I I I I I I II I II I — I C� 4'- " \ NEW METAL STANDING SEAM 01 H. ROOF (PETERSEN ALUMINUM \ DARK BRONZE), OR SIM. 1 I I WALL BELOW \ I I I I 0 I 4' -0" TYPE "X" DRYWALL UNDER ROOF SHEATHING FROM PAR EC. 8395' -10" U) �. PL D. LM I I I I I I I I I I I I L. 8390' -10" MANUFACTURER APPROVED METAL SNOW GUARD DESIGNED FOR ATTACHMENT TO STANDING SEAMS PAINTED GUTTER &;'DOWN SPOUTS HEAT TAPE ALL GUTTERS AND DOWNSPOUTS. DOWNSPOUTS TIE INTO FRENCH DRAIN SYSTEM I I I I I I II I II I — I C� 4' -0" EL. T.0 1 I A3.4 5'x5' i O 4'- " \ N O T M 01 H. I .00 O C') C3) 4' -0" EL. T.0 1 I A3.4 5'x5' i O it SLOPE 2:12 I�i II III Ij III I o= � II �I �o I� II II 4' -0" O.H. � C) 4'- " \ N O T M 01 H. N T .00 O C') C3) Q� II � II it SLOPE 2:12 I�i II III Ij III I o= � II �I �o I� II II 4' -0" O.H. � C) J Q_.. o I I I J w� N O T M o W O O N T 0-+-- O U O C') C3) Q� I 4'-0" ,o.H. � � I SLOPE 2:12 0 II RADON VENT CAP W/ - rn ROOF. \ T TO ° II 00 w~ \ I I I � _j 0) J 't co a- 0 0- 00 � I wo Wo II II I � 4' -0" \ O.H. Ah SLOPE 2:12 11 I 11 II o� 1 0� I II J° MANUFACTURER APPROVED METAL SNOW GUARD DESIGNED FOR ATTACHMENT TO STAN DING SEAMS II II 4' O II I �I I I �I II I �I I I 11 �I II / L — — O NEW METAL STANDING SEA ROOF (PETERSEN ALUMINUM / DARK BRONZE), OR SIM. — WALL BELOW Design Review Staff Approval ��,,�� �� ���� � By Warren Campbell at 2:16 pm, Dec 10, 2013 O 1--LO N LO NOC) N r_ LO O .� x T- N O T M o W O O N T 0-+-- O U O C') C3) Q� U) U) LM U U) — N 0 C T Q U. Z CC J 0 LL 0 0 O U ® T M � J O _j M0 �' J PROJECT: 1209 DATE: 11.05.12 REVISIONS: DRB 11.12.12 11.21.12 12.10.12 DRB 1.02.13 PERMIT 3.14.13 0 PERMIT 4.04.13 011.21.13 ROOF PLAN Al m5 F- 2 W g Cy CV UNIT A: UL MASTEF EL. 8395' -0" F- 2 W F- O T UNIT A: MAIN U 1 A3.4 STONE PROJECTION 2 ARCHITECTURAL STONE PROJECTION W 112 F- co Il_ W 118 O O O -0 0U It O O Q=OO O 0) a) O Q-4- STUCCO W/ W = _ = METAL ACCENT 2 1 U 2 V CL T Q A3.1 A3.1 Z It J 0 } +LL O OoU OT M � J LLI O a O J > MO r PROJECT: 1209 DATE: 11.05.12 REVISIONS: DRB 11.12.12 11.21.12 12.10.12 DRB 1.02.13 DRB 2.18.13 PERMIT 3.14.13 AL PERMIT 4.04.13 7.26.13 8.05.13 10.25.13 11. 21.13 ELEVATIONS A201 W 112 F- co Il_ W 118 O O O -0 0U It O O Q=OO O 0) a) O Q-4- U) 0 / i/' i p// — II hH00 4x6 CEMENT PANELS / / - i i / ii / / % / i NG / STONE VENEER EXISTING GRADE & UNIT A: PROPOSED GRADE _ LOWER LEVEL - - - - r I \ G201 EL. 8374'-0" - / / / y / - - W / C) �o \ \ U UNI EL. UNI EL. 1 \ WEST ELEVATION 1/411 = 1' -0" 4x6 CEMENT PANELS —S O I T 2 FROSTED GLASS ENT DOOR, SIMILAR TO GARAGE DOOR FROSTED GLASS GARAGE DOOR U .4 SEE DOOR SCHEDULE CANTILEVERED ENTRY ROOF 213 METAL FASCIA, BRONZE WOOD SOFFIT STUCCO W/ METAL ACCENT METAL STANDING SEAM, BRONZE METAL FASCIA, BRONZE NORTH ELEVATION 1/4" = V -0" EXTERIOR FINISHES UNIT B: UPPER LEVEL EL. 8380' -6" 4x6 CEMENT PANELS CABLE RAIL WITH STEEL POST UNIT B: MAIN LEVEL STEEL COLUMN W/ STONE BASE STONE VENEER 0 UNIT B: MAIN LEVEL EL. 8359' -6" - STONE: OZARK BLUE / GREY LEDGE (SIZE 12 " -24 ") CEMENT PANEL: NATURA TC - NATURAL GRAY (N250) AMERICAN FIBER CEMENT CORPORATION STUCCO: © 452 STORMY NIGHT (DRYVIT) SOFFIT: CEDAR NATURAL FINISH ROOF: NEW METAL STANDING SEAM PETERSEN ALUMINUM - DARK BRONZE, OR SIM. FASCIA: DARK BRONZE WINDOWS: DARK BRONZE A ENTRY DOOR: FROSTED GLASS GARAGE DOOR: FROSTED GLASS Design Review Staff Approval OF VA! L ` By Warren Campbell at 2:16 pm, Dec 10, 2013 0 I-- LO N N LO N co Il_ LO O N .� X T T co O O O -0 0U It O O Q=OO O 0) a) O Q-4- U) 0 U V CV O T Q Z It J 0 } +LL O OoU OT M � J LLI O a O J > MO r PROJECT: 1209 DATE: 11.05.12 REVISIONS: DRB 11.12.12 11.21.12 12.10.12 DRB 1.02.13 DRB 2.18.13 PERMIT 3.14.13 AL PERMIT 4.04.13 7.26.13 8.05.13 10.25.13 11. 21.13 ELEVATIONS A201 WOOD SOFFIT — CABLE RAIL WITH STEEL POST — �0 �O �O D METAL STANDING SEAM, BRONZE METAL FASCIA, BRONZE III / 23 W221 1 A3.1 STUCCO W/ METAL ACCENT EAST ELEVATION 1 1/41' = 1' -0" 1 A3.4 12 — 2 r W 129 ct — WI28 2 UNIT A: UPPER LEVEL: GUEST RM — — EL. 8396'-6" UNIT A: UPPER LEVEL: OFFICE EL. 8395' -6" UNIT A: GARAGE EL. 8385' -5" r r i r UNIT B: UPPER LEVEL EL. 8380'-6" — r = W105 4x6 CEMENT PANELS -- - — � - - UNIT A: LOWER LEVEL EL. 8374'0" - -- — STUCCO W/ METAL ACCENT — STONE VENEER 11 13: MAIN LEVEL EL. 8369' -6" I � � I Z � � I RAIN TO EGRESS WINDOW _ UNIT B: LOWER LEVEL EL. 8359' -6" LOWER PATIO WITH DRAINQ STONE RETAINING / PRIVACY WALL EXTERIOR FINISHES STONE: OZARK BLUE / GREY LEDGE (SIZE 12 " -24 ") CEMENT PANEL: NATURA TC - NATURAL GRAY (N250) AMERICAN FIBER CEMENT CORPORATION STUCCO: © 452 STORMY NIGHT (DRYVIT) SOFFIT: CEDAR NATURAL FINISH ROOF: NEW METAL STANDING SEAM PETERSEN ALUMINUM - DARK BRONZE, OR SIM. FASCIA: DARK BRONZE WINDOWS: DARK BRONZE A ENTRY DOOR: FROSTED GLASS GARAGE DOOR: FROSTED GLASS Design Review Staff Approval TOWN OF VAI L j By Warren Campbell at 2:16 pm, Dec 10, 2013 O tiLf)NCC) V CV LO CV r- T O r ._ X C TS co I C') Q LL O CD O T (� ® It CA 0 Q a O J > 0-4-- STONE VENEER 0 EXISTING GRADE O � PROPOSED GRADE METAL STANDING SEAM, BRONZE METAL FASCIA, BRONZE III / 23 W221 1 A3.1 STUCCO W/ METAL ACCENT EAST ELEVATION 1 1/41' = 1' -0" 1 A3.4 12 — 2 r W 129 ct — WI28 2 UNIT A: UPPER LEVEL: GUEST RM — — EL. 8396'-6" UNIT A: UPPER LEVEL: OFFICE EL. 8395' -6" UNIT A: GARAGE EL. 8385' -5" r r i r UNIT B: UPPER LEVEL EL. 8380'-6" — r = W105 4x6 CEMENT PANELS -- - — � - - UNIT A: LOWER LEVEL EL. 8374'0" - -- — STUCCO W/ METAL ACCENT — STONE VENEER 11 13: MAIN LEVEL EL. 8369' -6" I � � I Z � � I RAIN TO EGRESS WINDOW _ UNIT B: LOWER LEVEL EL. 8359' -6" LOWER PATIO WITH DRAINQ STONE RETAINING / PRIVACY WALL EXTERIOR FINISHES STONE: OZARK BLUE / GREY LEDGE (SIZE 12 " -24 ") CEMENT PANEL: NATURA TC - NATURAL GRAY (N250) AMERICAN FIBER CEMENT CORPORATION STUCCO: © 452 STORMY NIGHT (DRYVIT) SOFFIT: CEDAR NATURAL FINISH ROOF: NEW METAL STANDING SEAM PETERSEN ALUMINUM - DARK BRONZE, OR SIM. FASCIA: DARK BRONZE WINDOWS: DARK BRONZE A ENTRY DOOR: FROSTED GLASS GARAGE DOOR: FROSTED GLASS Design Review Staff Approval TOWN OF VAI L j By Warren Campbell at 2:16 pm, Dec 10, 2013 O tiLf)NCC) V CV LO CV r- T O r ._ X C TS co I C') Q LL O CD O T (� ® It CA 0 Q a O J > 0-4-- 0 0 O � 0) o Q �--� +—j U V N Q T O Z LL I J Q LL 0 O O T (� M L.I.J F-- J ® a O J > O PROJECT: 1209 DATE: 11.05.12 REVISIONS: DRB 11.12.12 11.21.12 12.10.12 DRB 1.02.13 DRB 2.18.13 PERMIT 3.14.13 PERMIT 4.04.13 7.26.13 10.25.13 011.21.13 ELEVATIONS A2.2 METAL BRON: WOOD METAL 4x6 CE CABLE SOUTH ELEVATION 1/4" = 1' -0" Design Review Staff Approval F By Warren Campbell at 2:16 pm, Dec 10, 2013 UNIT B: UPPER LEVEL EL. 8380' -6" UNIT B: MAIN LEVEL EL. 8369' -6" UNIT B: MAIN LEVEL EL. 8359' -6" EXTERIOR FINISHES STONE: OZARK BLUE / GREY LEDGE (SIZE 12 " -24 ") CEMENT PANEL: NATURA TC - NATURAL GRAY (N250) AMERICAN FIBER CEMENT CORPORATION STUCCO: © 452 STORMY NIGHT (DRYVIT) SOFFIT: CEDAR NATURAL FINISH ROOF: NEW METAL STANDING SEAM PETERSEN ALUMINUM - DARK BRONZE, OR SIM. FASCIA: DARK BRONZE WINDOWS: DARK BRONZE A ENTRY DOOR: FROSTED GLASS GARAGE DOOR: FROSTED GLASS O r--LO N Lr) N00 N r- LO C0 - v T O N O T 0 70 n O O O Co It Q .= O 0 0 VJ VJ O }j Q V! f� VJ ^V/ W 0 U u? N 0 Cz T L Z 0 J J LL 0 OoU OT M � J LLJ 0 a O J > O PROJECT: 1209 DATE: 11.05.12 REVISIONS: DRB 11.12.12 11.21.12 12.10.12 DRB 1.02.13 DRB 2.18.13 PERMIT 3.14.13 PERMIT 4.04.13 7.26.13 10.25.13 11.21.13 ELEVATIONS A2m3 SOUTH ELEVATION 1/4" = V -0" 0 rowN of VAIL Design Review Staff Approval By Warren Campbell at 2:16 pm, Dec 10, 2013 UNIT A: UPPER LEVEL: _ GUEST RM EL. 8396' -6" UNIT A: UPPER LEVEL: OFFICE EL. 8395' -6" UNIT A: _ LOWER LEVEL EL. 8374' -0" EXTERIOR FINISHES STONE: OZARK BLUE / GREY LEDGE (SIZE 12 " -24 ") CEMENT PANEL: NATURA TC - NATURAL GRAY (N250) AMERICAN FIBER CEMENT CORPORATION STUCCO: � 452 STORMY NIGHT (DRYVIT) SOFFIT: CEDAR NATURAL FINISH ROOF: NEW METAL STANDING SEAM PETERSEN ALUMINUM - DARK BRONZE, OR SIM. FASCIA: DARK BRONZE WINDOWS: DARK BRONZE 0 ENTRY DOOR: FROSTED GLASS GARAGE DOOR: FROSTED GLASS O r, LO N LO CV 00 N r- LID O . � X -r-- N O T 0 0 wO{.0 C) 0 r^ V . (VJ Q i�- O OO �O VJ VJ 5 Q �� VJ ^V y) W 0 L U N Q C T L Z J O LL 0 O O U O ,- M � J L.I.J O Q ® J O PROJECT: 1209 DATE: 11.05.12 REVISIONS: DRB 11.12.12 11.21.12 12.10.12 DRB 1.02.13 DRB 2.18.13 PERMIT 3.14.13 0 PERMIT 4.04.13 7.26.13 10.25.13 011.21.13 ELEVATIONS A20 //' / p UNIT B: UPPER LEVEL . 8390' -10" STONE VENEER RETAINING WALL- \ RFrainN THRI l I )NIT A J1/4" = V -0" 12 2 F \ ` 4" RIGID INSULATION R20 UNDER CONCRETE SLAB 4" GRAVEL; VFY. W/ SOILS ENGINEER 2 SECTION THRU UNIT 6 1/4" = V -0" UNIT B: PLATE HEIGHT EL. 8393-31' UNIT B: PLATE HEIGHT Ah EL. 8388' -6" 0 ao _UNIT B: UPPER LEVEL PLYWD.: EL. 8380' -6" C? LD UNIT B: LANDING EL. 8375' -3" Zh fa UNIT B: ENTRY PL D.: EL. 8370' -0" o� [n _ UNIT B: LANDING EL. 8364' -3" o> II II I III —III— I '_ UNIT B: LOWER LEVEL 11 1-11 SLAB: EL. 8359'-6" J) UNIT B: UPPER LEVEL 1 PLYWD.: EL. 8395' -10" UNIT B: PLATE HEIGHT EL. 8393' 118' aim L co T UNIT B: UPPER LEVEL PLYWD.: EL. 8380' -6" r _ UNIT B: MAIN LEVEL PLYWD.: EL. 8369' -6" 0 b T UNIT B: LOWER LEVEL SLAB: EL. 8359' -6" Design Review Staff Approval By Warren Campbell at 2:16 pm, Dec 10, 2013 TOWN OF VAIL O r" LO N LO N 00 N rl_ .� LO Cfl x T 00 N O T 0) O OO O CD It VJ � yi - 0 O TO 0') VJ O Q `~ U) U) 0 L U V = N O C T Q L Z J O LL O 0 O O �- M � J O J W O Cl) PROJECT: 1209 D A T E: PERMIT 03.14.13 REVISIONS: 8.05.13 SECTION A3m 1 1 SECTION 1/4" = 1' -0" kr rowN of VAIL Design Review Staff Approval By Warren Campbell at 2:17 pm, Dec 10, 2013 0 r-- L) N LO N 00 N rl_ .� LO O T X N O T f`) ® 00 ® 0 (0 � TJ p^ l.L i�- O OO O T VJ VJ 5 VJ ^V \J W 0 C) U) CV O cz T Q LL V Z rr J O O 0(_) 01- M � 00 J ® a O J > O PROJECT: 1209 DATE: PERMIT 03.14.13 REVISIONS: 8.05.13 SECTION A3m2 STONE PROJECTION TOW: EL. 8408' -6" CRICKET 1x WOOD CAP 2 "xi" BAR STEEL RAIL UNIT A: UPPER LEVEL If FLYVVU.: ILL. 5- - !� UNIT A: ENTRY !� PNTD GYP.BD MEDIA 100 UNIT A: LOWER LEVEL ;III HLYWID.: EL. 374'- Q4'1 TYPE "X" DRYWALL 2 UNDER ROOF SHEATHING FROM PARAPET-----\ 5'x5' SLOPING SKYLIGHT FLAT CEILING AT SPRING POINT GUARDRAIL WALL HT. 36 A.F.F. w/ WOOD CAP OPEN TIMBER TREADS SUSPENDED BETWEEN WALLS ♦� LL- LL- 1 "TRIM FOLLOWS TREAD I NON - MASONRY WALLS 1 LAYER 5/8" TYPE "X" DRYWALL @ WALLS AND UNDERSIDE OF STAIRS 1 j� HEATED CONCRETE SLAB, RE: STRUCTURAL ,`h'I�I ".iii...iii,.,iii. 10 MIL VAPOR RETARDER (REINF.) SEAL AT ALL EDGES AND PENETRATIONS _ _ III 4' RIGID INSULATION R20 UNDER CONCRETE SLAB - III - 4" GRAVEL; VFY. W/ SOILS ENGINEER = III III III - L - IIIIIIIIIIIIIIII I IIIIIIIIII1 I IIII1 1I I I III III -1111 I I —I III �= III —III � III —III IIIIII1 I I- IIIIIIIIII 1I � I III III III III -III III -I i l k III III =� I f -III IIII 1I -1I �III� I- III -IIII L III III III III III 1 IF SECTION 1 1/4" = 1' -0" I DROPPED CEI IN I I BATH PNTD 308 LOW WALL GYP. BD BEDROOM #4 307 I NON - MASONRY WALLS 1 LAYER 5/8" TYPE "X" DRYWALL @ WALLS AND CEILING (TYP.) 7 I B- GARAGE 207 a o 0 Illui =1111 11 I1 N �I 11 =1 11 =1 I II � 1 =1 11= - IIIIIIIIIIII1 I II 11 I IIIII 111 I f =1 1I III -1 -1 1IIIIII1 1-1 1 HEATED CONCRETE SLAB, RE: STRUCTURAL 111 I I I1 I I1 I I1 I I1 I I1 I II _ 10 MIL VAPOR RETARDER (REINF.) SEAL AT ALL III III EDGES AND PENETRATIONS =1 = = 4" RIGID INSULATION R20 UNDER CONCRETE SLAB -_ IIIIII11�`I 11= 4" GRAVEL; VFY. W/ SOILS ENGINEER 11 III 1111 11 -III UNIT B: UPPER LEVEL PLYWD.: EL. 8380' -6" O T J i O _ o A4.1 UNIT B: LOWER LEVEL SLAB: EL. 8359' -6" r �01�00 - 001�001�( Do O��D��O��D�C DO -- Off— _ jL_7 :j Design Review Staff Approval TO By Warren Campbell at 2:34 pm, Dec 10, 2013 O I I LOSET N 00 N I�_ BATH LO CO X T N OT T M LAUNDRY I I 112 :3 p Q - O 0 0 VJ VJ lFl-31 `~ U) 114 =1111 11 I1 N �I 11 =1 11 =1 I II � 1 =1 11= - IIIIIIIIIIII1 I II 11 I IIIII 111 I f =1 1I III -1 -1 1IIIIII1 1-1 1 HEATED CONCRETE SLAB, RE: STRUCTURAL 111 I I I1 I I1 I I1 I I1 I I1 I II _ 10 MIL VAPOR RETARDER (REINF.) SEAL AT ALL III III EDGES AND PENETRATIONS =1 = = 4" RIGID INSULATION R20 UNDER CONCRETE SLAB -_ IIIIII11�`I 11= 4" GRAVEL; VFY. W/ SOILS ENGINEER 11 III 1111 11 -III UNIT B: UPPER LEVEL PLYWD.: EL. 8380' -6" O T J i O _ o A4.1 UNIT B: LOWER LEVEL SLAB: EL. 8359' -6" r �01�00 - 001�001�( Do O��D��O��D�C DO -- Off— _ jL_7 :j Design Review Staff Approval TO By Warren Campbell at 2:34 pm, Dec 10, 2013 O r-- LO N L() N 00 N I�_ .� LO CO X T N OT T M 70 O110O(0 n C O U Rt V) :3 p Q - O 0 0 VJ VJ 5 `~ U) U) 0 L U U) N Q CZ T Q LL (D Q Z Cc J O �� ®® o O r U M � J J MO W O CIO PROJECT: 1209 D A T E: PERMIT 03.14.13 REVISIONS: 0 PERMIT 4.04.13 8.05.13 SECTION A3m3 UNIT A: OFFICE PLYWD.: EL. 8395' -6" 04 O UNIT A: GARAGE O T UNIT A: LOWER 2 A4.3 SIM. ENTRY TO OFFICE OFFICE BEDRM #4 306 308 NON MASONRY WALLS 1 LAYER 5/8" TYPE "X" DRYWALL @ WALLS AND CEILING (TYP.) —7 1 GARAGE A4.2 207 T BEDROOM #3 111 CLOSET 310 BRIDGE 300 ENTRY 200 ZTOWEL o HOOKS AND MEDIA SHELVES 1 00 ABOVE OPEN TIMBER TREADS C0� PNTD GYP.BD D o� ASTER DINING F2 0-51 LIVING AREA 206 ul� • /DROPPED CEILING FO MECHANICA T 00 • SHOWER BEDROOM #2 PNTD CLOSET BATH BEDROOM #1 109 1 GYP.BD �a 110 107 104 O 50" FLAT T SCREEN eii�eii eiiieeiie ® ®iiiiiie ei ®iai ®ie eieiai ®ie ®eeieeee eiiiiai ®e ®ieoeee �eiieeiee eeeiiiieie ®e�;ieee �eie�e ®i�eiiie ®i�eiiee �eiiiii eee�eii e ®iieeiie eieiaeeiie ®iiiaiiie ®iiiii ®ie ®iiiiaiii / .................................................................................................—....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ............................... / .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ............................... r � �r:;�?��s•: ��?at�r._s _���er _s � _s �r � _s er: �e��.��r:����r:��•er� 1 \ SECTION 1/4" = 1' -0" 2 SECTION 1/4" = 1' -0" IN UNIT A: MASTER PLYWD.: EL. 8395' -0" UNIT A: MAIN LEVEL A: This sheet needs to be revised in the building permit set to reflect the parapet on the stair tower. Design Review Staff Approval � � 01 By Warren Campbell at 2:35 pm, Dec 10, 2013 TOWN O 1-- LO N LO CV 00 N r- .� LO (0 x T 00 CV O T O �C) O CD It V ) �O yi - 0 O O V Td 0) 5 V! C) 0 L U U) — N CZ r 0 LL V Z CC J LL O 0 0(.) 01- M I.- J I..I..I o a O J C0 MO PROJECT: 1209 D A T E: PERMIT 03.14.13 REVISIONS: 8.05.13 011.21.13 SECTION A30 EAVE TRIM / FLASHING W/ CONT DRIP EDGE - TYP. MATCH ROOFING MATERIAL METAL GUTTER TO MATCH ROOFING MATERIAL RE: ROOF PLAN FOR LOCATIONS 2x10 CONTINUOUS FASCIA — WRAP W/ METAL, MATCH ROOFING METAL FASCIA W/ DRIP EDGE - TYP. MATCH ROOFING MATERIAL 3-8" END OF RAFTER Ti METAL STANDING SEAM ROOF. METAL ROOF INSTALLER TO BE RECOGNIZED BY MANUFACTURER. SELF - ADHERING, RUBBERIZED ASPHALT ROOFING UNDERLAYMENT, VERIFY MANUFACTURER REQUIREMENTS FOR SUBSTRATE. a" SHEATHING RE: STRUCT. PROVIDE SEALANT & BACKER ROD 12" NAILABLE FOAM INSULATION (R5) WALL MEMBRANE WRAP, CONT. WALL MEMBRANE TO SOFFIT STUCCO W/ METAL LATH STUCCO MORTAR SETTING BED i MORTAR SCRATCH COAT METAL LATH 12" NAILABLE FOAM INSULATION (R5) METAL WEEP SCREED W/ 3" VERT. LEG UP WALL FACE LAPPED INTO WATERPROOFING MEMBRANE. PROVIDE HEMMED OUTER EDGE AND LAP & SEAL JOINTS ALUMINUM FLASHING 18 GA. PANEL; EXTEND UP TO C'FLASH INSERT LIQUID FILLET OF LM3000 BY GRACE AT FOUNDATION WALL AND PLYWOOD / SHEATHING GRADE CONC FDN WALL RE: STRUCT. HOT - APPLIED, MONOLITHIC WATERPROOFING MEMBRANE -- EXTEND WATERPROOFING 36" ABOVE GRADE AND TO BOTTOM OF FOOTING DRAIN & DRY BD EXTEND TO BOTTOM OF FOOTING 2" INSULATION GRAVEL THIS AREA REGARDLESS OF WHETHER DRAIN IS LOCATED AT THIS LOCATION MIN. 1" X 1" BUILT -UP CANT OF FLUID - APPLIED WATERPROOFING AT ALL INSIDE CORNERS FILTER FABRIC CLEAN 3/4" FREE DOD DRAINING GRAVEL T.O. FTG SEE STRUCT DWGS 6" 0, RIGID, PERFORATED PIPE SLOPED @ %4" PER FOOT TO A DAYLIGHT, HEAT TAPE AT DAYLIGHT o� 2 8" GYP. BD. VAPOR BARRIER 5 -1/2" BIBBS INSUL. (R -23) PLYWD SHEATHING, RE: STRUCT ROOF OVER HANG DETAIL 1 1/2" = V -0" 00 °0010 )000°00 D0 °0°0 000000 ° 00, FINISH FLOOR RE: FLOOR PLANS )00°00 0 0° 0 0 1$" WARM BOARD 0 0 °0 oa PLYWD. RADIANT HEAT 0 0 0 0 —u00—u00'00-0'00-0'10,: O0 000 0000000000000000000 °00°0()000 00 000 000 °OO O °OOO °000 °00 0()o °OOO °OOO °000 °OO °O� 00 O0O 00 0°° O0° 000 000 000 00, 0000 °00°°000 O ° °OO° °000 °000 °O0 °O 000 000 000 0° 000 000 000 °000°° 00 000 00°000 °00 °000 °0000000 °000° 0 O °O p °O 0 °O °O O °00 0000 O0o 0°O °. 0 0 0 0 0 0° 0 0 0 0 000 0 °o °OO °O0 °00 00 000 °00 °O0 0° 0000 °000000 °0 00000 000 0 °000 °000 °000° 00 °0 000 0000 0000 0 0 °0 0 - °0� °o�.. °0� )_00„_00 0" or)- - °c a v BIBS INSULATION IN FLOOR JOIST CAVITY CONCRETE FOUNDATION WALL a WALL BASE DETAIL L, 2X4 FURRED WALL W/ BLUE FOAM INSUL, TYP. AT CONC. WALLS -1" PAINTED DRYWALL, TYP. 3" PAINTED WOOD BASE, TYP. FINISH FLOOR RE: FLOOR PLANS HEATED SLAB D O G _ a i CONC. SLAB RE: STRUCT. 10 MIL VAPOR RETARDER (REINF.) SEAL AT ALL G EDGES AND PENETRATIONS 4" RIGID INSULATION, R20 UNDER HEATED SLAB GRAVEL RE: STRUCT. EXPANSION MATERIAL, APPLY POLYURETHANE CALK OVER EXPANSION MATERIAL g" UP WALL WATER STOP, TYP. CONC FTG RE: STRUCT. FOUNDATION DETAIL 1 1/2" = V -0" Design Review Staff Approval TOWN OF VA I C ` By Warren Campbell at 2:36 pm, Dec 10, 2013 ROD & SEALANT O ppo p CV 00 CV Il_ 0000 C'FLG. /PARAPET FLASHING; ALUM. w MEMBRANE FLASHING 0 z °000 o BALLOON FRAME PARTY WALL "B " 2ND SELF- ADHERING, RUBBERIZED ASPHALT J ROOFING UNDERLAYMENT, VERIFY °�° °� 00000 MANUFACTURER REQUIREMENTS FOR NO ELECTRICAL IN PARTY WALL SUBSTRATE. RETURN ON VERTICAL FACE 2 GROUND THEN TILT -UP IN PLACE METAL STANDING SEAM ROOF. 00 00 METAL ROOF INSTALLER TO BE 0 0 0 00000 RECOGNIZED BY MANUFACTURER. p0 °p° 0 UNIT A: SLOPING ROOF ° °° °° °oo PLYWD: EL. 8407'-6" °0000 VAPOR BARRIER ° ° °) ° ° °° \ 5 °00°0 )° )0) 0) °p) 8 SHEATHING RE: STRUICT ° oo° 000 oo) 00 0)0 °0 o°O 0° 00 ))° )))° 0 °)) °p 000 00 °000 °oo °000 °cc 0 000 000 4' -0" TYPE "X" DRYWALL 0 °) °o° o °000°0 °O0 000 000 00 0000° O 0 00 " UNDER ROOF SHEATHING �D° 0 °0°p 0 °D 00 °0 1 "AIR SPACE ,0 0op 00 0 00 00) 0)00 opo 00)° p o0p 00 °00 _ �0o°p 0 00p 00 0p)0p 0C 0 ° °p0 0 ° ° 00 0 °00 °0 00 p ao° °° °° °° °° °° ° ° o o ° o 0 o0 0"00 °poo 0°0c PLYWD. SHEATHING RE: STRUCT R58 ROOF INSUL.— NO ELECTRICAL IN PARTY WALL 5/" GYP. BOARD VAPOR BARRIER 5 -1/2" BIBBS INSUL. (R -23) 5/" GYP. BOARD 1" AIR SPACE )",a 00 00 00 °00 00 �,,00//z 0° 000 00 °Oo �OpOp° 000000 p° 0 00 00°°00 000000 0)000 = 00 000 )O°°o 00 D0p o0 °° �00 . ) °00 00 X0000 0 000 00 0 PLYWD: EL. 8408' -6" 2" STONE COPING W/ SETTING BED ROD & SEALANT S.S. DOWEL & ANCHOR WD CANT STONE VENEER MORTAR WALL MEMB. LAPPED OVER PARAPET FOR CONT. BARRIER PLYWD SHEATHING BLOCKING SUPPORT FOR STONE VENEER 2" ABOVE ROOF UNCURED NEOPRENE @ CORNERS ALUMINUM FLASHING SELF - ADHERING, RUBBERIZED ASPHALT ROOFING UNDERLAYMENT, VERIFY MANUFACTURER REQUIREMENTS FOR SUBSTRATE, CONTINUE UP VERTICAL FACE AND AROUND BLOCKING METAL STANDING SEAM ROOF. METAL ROOF INSTALLER TO BE RECOGNIZED BY MANUFACTURER. PLYWD. SHEATHING RE: STRUCT. 4' -0" TYPE "X" DRYWALL UNDER ROOF SHEATHING 00000 ° OOO 000 °000°000 a0000 000° v 00 000 00000."0 000 0 j) 00) O °Op0 ) °000 000 00000 00 °Op °O °00 0 °000 °00 °O Op ° Op °° op° o0 °000 °po °OOO °00°00°0 o 0°OO °)0 °00°00 °O0 °p0 °p o° 'ID,) °p )° 0 00°° 0000° °00°00000000'Do 0p 0°)000 °° 000) 000° °0000° 0"0,)" )000"))01D-0'0 p 000 00 ° °°000° p p° o pp° 0 0 O °°00°° 0p °°° o° 0° pp° °ppp ° pp °X00° 0 O° ° O° °000 000000 oaoDop °0p0o0p',' o p00°p0p0ppp00) 00 o°O0� 0) °o ,p0 000 '0000000 o °ppo0000000oppo p0 0000 000 000000000000000 °000 00 X00) 0 000000 0 °00poo0poo0p0o0p ° 000000 °0 000 00000 000 00 °o 00°°°0 0 °0°0 000° ° o 0') 00000°0°0 °) ° 0 0 0 0000 0 0 0 °000 0°0000 0 00000 0 00 j °000 00) Opp °° ° °� °0)00) O °° 00 00°°00) 0 0000 000 000°00 0 opo 0 o0 000 00 O O o °po 0 5/$' TYPE "X" GYP. BOARD AT UNDERSIDE OF ROOF °0° ° °° SHEATHING WITHIN 4' -0" OF PARTY WALL ° ° ) ° p0° SHAVE OFF $" OFF TOP OF RAFTERS 000°00 0"'000 o0 0. ° ° 00 ° ° o 0 4' -0" FROM PARTY WALL �p °p00 ° °p0° 0° °p0 R -58 BIBS INSULATION, MIN. 00 °° o° o 00000 000 0 °0 VAPOR BARRIER 0p 000 000 °° 5.. GYP. BD. ?00 0o °0000 ° 8 CONC FDN WALL RE: STRUCT. HOT - APPLIED, MONOLITHIC WATERPROOFING MEMBRANE -- EXTEND WATERPROOFING 36" ABOVE GRADE AND TO BOTTOM OF FOOTING — DRAIN & DRY BD EXTEND TO BOTTOM OF FOOTING 2" INSULATION GRAVEL THIS AREA REGARDLESS OF WHETHER DRAIN IS LOCATED AT THIS LOCATION MIN. 1" X 1" BUILT -UP CANT OF FLUID - APPLIED WATERPROOFING AT ALL INSIDE CORNERS FILTER FABRIC CLEAN 3/4" FREE DRAINING GRAVEL I - T.O. FTG 6" O, RIGID, PERFORATED ' SEE STRUCT WG'S PIPE SLOPED @ %4" PER OI FOOT TO A DAYLIGHT, HEAT TAPE AT DAYLIGHT Ed ° as a a ° a D � a ° PARTY WALL SECTION 1 " = 1 ' -0" I....C............. � .................. . .................. BIBS INSULATION IN FLOOR JOIST CAVITY 8" GYP. BD. VAPOR BARRIER Ilk 2X4 FURRED WALL W/ BLUE FOAM INSUL., TYP. AT CONC. WALLS PAINTED DRYWALL, TYP. 3" PAINTED WOOD BASE, TYP. FINISH FLOOR RE: FLOOR PLANS HEATED SLAB UNIT B: LOWER LEVEL CONC. SLAB RE: STRUCT. 10 MIL VAPOR RETARDER (REINF.) SEAL AT ALL EDGES AND PENETRATIONS 4" RIGID INSULATION, R20 UNDER HEATED SLAB GRAVEL RE: STRUCT. EXPANSION MATERIAL WATER STOP, TYP. CONC FTG RE: STRUCT. 0 O ppo p CV 00 CV Il_ 0000 v v CV OT T M 00 00 O 0 C) O °000 o BALLOON FRAME PARTY WALL "B " 2ND Q O 0 °°00 ° 0° °�° °� 00000 (RE: STRUCT.) TAPE AND MUD ALL JOINTS ON NO ELECTRICAL IN PARTY WALL "'o o °p)o ° 0 °0000 °Oo)° o °0 0 GROUND THEN TILT -UP IN PLACE GYP. BOARD 0 0000 °° 0 °0° 00 0 °0° o° Ooo 00 °o° U) °� ° 00 ° o UNIT B: UPPER LEVEL VAPOR BARRIER °° °° °O ° °° PLYWD: EL. 8380' -6" ot 5 1/2" BIBBS INSUL. (R 23) o°O 00 °0 °00000 °000 °oo °000 °cc 0 000 000 cj II /8 GYP. BOARD 0000° O 0 000000 °Opo �0 °00 °00°)0 Op OpOOO poo °pOO 0000 O°o 0' 1 "AIR SPACE 0')"'o p p pp° 0 °000 poo pp 0 °0 0000000 °000 °) o 000 0000000 UNIT A: LANDING 150 0C 0 ° °p0 0 ° ° 00 0 °00 °0 00 p ao° °° °° °° °° °° ° ° o o ° o 0 o0 0"00 °poo 0°0c PLYWD: EL. 8379' -9" 0 °Op0 0 LL pp 00 000 00° O °° ° °00°000 000 opo p °o° 0 °000 o o ° °° °° 00 0 0 0000 00°0°O0)o0 °0000 000 °00°00 °OO °O 00 00 00 000 00 °0)00 °00°oo I op) 000 0 0 ° 0°00000 °oo °oo °� O ° p °0) °O°o °pOO ° )� Oo) °� O O 00 00 00 000 °° 00 O ° °00 0 00 00 O O O °o) °oo °0000 °O0 °OO°poo°O0o o ° °0 °p ° °O0 °p° °p °0 0°000 °p°OOp °00 °po ° °� °° 00 0 00 0 0 0 °° °OO ° O °O) °O0 °0)° °0°000 ° 00 O ° 0° o0 °00 BIBS INSULATION IN FLOOR JOIST CAVITY °00 ° °� ° °° ° °° ° °� °° 0 °O ° ° °� > °O o °°° 5/" TYPE "X" GYP. BOARD, NON- MASONARY 0000 o o pp 0000 op o o 0000° ° °00 000 00 00 00 °°° 00 D"'1010 po ° °° 0 10 00 °° 00 WALLS AND CEILING °°° °°° °° °°° °°° °° °° °o ) °0 ° °0 )° 0°° °°° ° pp °o °o °°° ° °° ° °°° VAPOR BARRIER BALLOON FRAME PARTY WAL D °°° °° o0 °0 0 1209 0000 0 5 -1 /2" BIBBS INSUL. (R -23) "A" FIRST (RE: STRUCT.) °°° °° REVISIONS: °0°°° 0 PERMIT 4.04.13 00°000 00000 TAPE AND MUD ALL JOINTS TYPE "X" GYP. BOARD, ° 000 00"'o 0 UNDERSIDE OF LANDING °° °° °00000 °� ° °p EXPANSION MATERIAL 000 00 00 0 %" TYPE "X" GYP. BOARD o p °0000 00 °° 00000 0 0 1" AIRSPACE HEATED CONC. SLAB RE: STRUCT. 0o p0° 000 00 pp�NO °00 00 ELECTRICAL IN PARTY WALL 00 0 0000 ° °O °0) °p PAINTED WOOD SILL UNIT A: LOWER LEVEL SLAB: EL. 8374'-0" o o ° a WATERPROOF MEMB EXTEND UP WALL & OVER SILL PLATE a TYPE "X" GYP. BOARD FURRED WALL W/ BLUE FOAM INSUL ON CONCRETE WALL TO ALIGN WITH FURRING ON a ° I CONCRETE WALL BEYOND CONC. SLAB RE: STRUCT. 10 MIL VAPOR RETARDER (REINF.) SEAL AT ° 12" SOLID CONC. WALL RE: STRUCTURAL ALL EDGES AND PENETRATIONS 0 a 4" RIGID INSULATION, R20 UNDER HEATED SLAB GRAVEL RE: STRUCT. EPDXY FLOOR & BASE COATING, 8" VERTICAL LEG EXPANSION MATERIAL ° LIGHTWEIGHT CONIC. W/ RADIANT HEAT a SLOPED -1" PER FOOT TO DRAIN DRAINAGE MAT a %" ASPHALTIC PROTECTION BOARD a WATERPROOF MEMB EXTEND UP WALL & ° OVER SILL PLATE PLYWD. RE: STRUCT ° o o UNIT B: GARAGE PLYWD: EL. 8369' -6" 0° 0 0) p 0 o° "_00 000000000 oC 000 op 00000000000 O0°) p ° O° pp O° pp0 ° 000 �0 00 00 00 00 O0 00 000 000 Oo0 Oo 0( 00 00 0 0 0 0 °00000 °p0 0 po 0000 °0 °poo OOO ° °O °OC 000 Oo 0000 o Ooo 000, o Op °00 0'0 0 °0 °0000° °opo Z') o po opp00ppo 0 0 0 ° CONC FDN WALL RE: STRUCT. HOT - APPLIED, MONOLITHIC WATERPROOFING MEMBRANE -- EXTEND WATERPROOFING 36" ABOVE GRADE AND TO BOTTOM OF FOOTING — DRAIN & DRY BD EXTEND TO BOTTOM OF FOOTING 2" INSULATION GRAVEL THIS AREA REGARDLESS OF WHETHER DRAIN IS LOCATED AT THIS LOCATION MIN. 1" X 1" BUILT -UP CANT OF FLUID - APPLIED WATERPROOFING AT ALL INSIDE CORNERS FILTER FABRIC CLEAN 3/4" FREE DRAINING GRAVEL I - T.O. FTG 6" O, RIGID, PERFORATED ' SEE STRUCT WG'S PIPE SLOPED @ %4" PER OI FOOT TO A DAYLIGHT, HEAT TAPE AT DAYLIGHT Ed ° as a a ° a D � a ° PARTY WALL SECTION 1 " = 1 ' -0" I....C............. � .................. . .................. BIBS INSULATION IN FLOOR JOIST CAVITY 8" GYP. BD. VAPOR BARRIER Ilk 2X4 FURRED WALL W/ BLUE FOAM INSUL., TYP. AT CONC. WALLS PAINTED DRYWALL, TYP. 3" PAINTED WOOD BASE, TYP. FINISH FLOOR RE: FLOOR PLANS HEATED SLAB UNIT B: LOWER LEVEL CONC. SLAB RE: STRUCT. 10 MIL VAPOR RETARDER (REINF.) SEAL AT ALL EDGES AND PENETRATIONS 4" RIGID INSULATION, R20 UNDER HEATED SLAB GRAVEL RE: STRUCT. EXPANSION MATERIAL WATER STOP, TYP. CONC FTG RE: STRUCT. 0 r-- LO CV LO CV 00 CV Il_ .� LO (0 X T co CV OT T M O 0 C) O O CO d' C5) Q O 0 O O O) C37 O C1 `~ U) 0 L U V> N 0 T CZ T LL Z 0 LL ® 0 ®v 0 �- %'1tr'1 �— J W 0 Q 0 J > W M0 PROJECT: 1209 DATE: 03.13.13 REVISIONS: 0 PERMIT 4.04.13 0 11.21.13 DETAILS A401 3 "x1" STEEL CA CHANNELFOR LED EXT. TAPE OPENING FOR 1x2 STEEL BAR POWDER COAT STAINLESS STL CABLE SYSTEM 3 A4.2 WRAP M CURB Ar ALUM FL, W/ HEMry 2x BLOC 3x5 ANC VERTICA BOLTED PLATE S' OPENIN, IN 1x2 T. AND WIL DOUBLE WELDEE VERTICE STEEL E? 4" PLATE STEEL C( DRAIN WITH STRAINER (WRAP W/ FILTER FABRIC) BACKER ROD AND SEALANT EPDXY FLOOR & BASE COATING WELDED WIRE FABRIC SLOPE AROUND DRAINS TO PREVENT CRACKING SNOWMELT SLOPED TO DRAINS PER FLOOR PLANS DRAINAGE MAT %" ASPHALTIC PROTECTION BOARD FABRIC - MONOLITHIC MEMBRANE W/ FLEX FLASH F REINFORCEMENT FABRIC & HYDROFLEX 30 CAP SHEET SAWCUT PERIMETER & CHIP OUT CONCRETE %2" DEEP AROUND PERIMETER OF DRAIN FLEX FLASH UN PLYWOOD DECKING RE: STRU( DRAIN PIPE - CONTRACTOR FO ROUTING & SIZE SLOPE 6" MIN. 2 % 3_= .1.01... ......... .��......��., .._ 3 DECK ELEVATION 3" = 1 -0" 3" x 1" STEEL CAP 2" ANGLE TO CONCEAL LED LIGHT STAINLESS STL THREADED CABLE SYSTEM, 34" O.C. 1 "x2" STEEL BAR POST; POWDER COATED 2 "x2" STEEL BAR STONE EDGE DRIP EDGE 3x5 ANGLE STEEL BEAMS RE: STRUCT. VERTICAL SUPPORT BOLTED TO DOUBLE PLATE STEEL 4" CAP PLATE STEEL COLUMN ___.�..._. _'iew Staff Approval _ By Warren Campbell at 3:07 pm, Dec 10, 2013 OWN OF VAI O r-- LO CV LO CV 00 CV I- .� LO O X T O CV OT T Vd O O C) O Co I- O 0-+1.-- O O O � W O Q `~ U) C 0 U U) N O CZ T r) LL V < Z OJ LL ® O ®U O �- O Q ® J > O PROJECT: 1209 DATE: 03.13.13 REVISIONS: ASI 10.15.13 DETAILS A402 12" NAILABLE FOAM INSULATION (R5) METAL WEEP SCREED W/ 3" VERT. LEG UP WALL FACE LAPPED INTO WATERPROOFING MEMBRANE. PROVIDE HEMMED OUTER EDGE AND LAP & SEAL JOINTS %2" EXT. PLYWD. SHEATHING SHEET BITUTHANE; EXTEND MEMBRANE 12" MIN. ONTO PRIMED SHEATHING 2' DRAIN AND DRY BOARD HOT - APPLIED MONOLITHIC WATERPROOFING MEMBRANE -- EXTEND WATERPROOFING 36" ABOVE GRADE AND TO BOTTOM OF FOOTING HOT - APPLIED MONOLITHIC WATERPROOFING MEMBRANE -- EXTEND WATERPROOFING 12" ABOVE LEDGER; LAP 8" OVER BITUTHANE PROVIDE WEEP SYSTEM FOR VENEER HOT - APPLIED MONOLITHIC WATERPROOFING MEMBRANE -- EXTEND WATERPROOFING 36" ABOVE GRADE AND TO BOTTOM OF FOOTING CONCRETE FOUNDATION WALL RE: STRUCT. 1 0000 ° ° °0 °00 ° °0`� °0`� °00 °° O O O °00 °00 °0000° °000 °00 ° °0° 0° °00 °00 °0 °0°0°0 ° °°0 °°°0° °� oo 000 0 0000000000000000 O o 0 0° o O c 000000 000 °00 °000°000°°°00° a 0 0 °0 00 ° 0 000° °0 °°o°a 00 00 0 00 0 00 0 0 oa o 00 00 00 0 0c O 000° °0 °000° °O° °°0000° °c 000000 °000 °0 00000000000 0 0000 °o°oo0oo000oo� STONE / STUCCO DETAIL 3" = 1' -0" 0- TOWN OF VAIL STUCCO WITH METAL LATH WALL MEMBRANE WRAP 12" NAILABLE FOAM INSULATION %2" EXT. PLYWD. SHEATHING METAL WEEP SCREED W/ 3" VERT. LEG UP WALL FACE LAPPED INTO WATERPROOFING MEMBRANE. PROVIDE HEMMED OUTER EDGE AND LAP & SEAL JOINTS OVERLAP MEMBRANE, BLACK AROUND FURRING 2x HORIZONTAL 2x VERTICAL CONTINUE 12" NAILABLE FOAM INSULATION WALL MEMBRANE WRAP VENTILATED CEMENT PANELS SS SCREWS PER MANUFACTURER RIGID INSULATION AT STEEL BEAM CEMENT PANEL CONTINUOUS WALL MEMB EXTEND INTO OPNG CEMENT PANEL (HEAD AND JAMB) SHIM Design Review Staff Approval By Warren Campbell at 3:08 pm, Dec 10, 2013 li uo -UO ° °00000 o °o00 0 00 00 00 °00 ~ o 0000000 o c O °00 °0 °00° °0 00 o ° c 0 a O 0 o o 0 O � 000 00 0°00000 o00000c 0 O 000 000 00000 0 0 c 0 0° 0 0 0 O 00 00 0 � °°O °or O 00 0 ° °00 °00 0 00o°0ooc O 0 °0 Oo 0 o 0 0 0 C o °0 00 c O o o O O �O O O0 a 0 0 00 a c O 00 O 0 0c 0 O O 00 0 000 000 a 0 0 0 0C 0 00 O 0 ° o 0 0 O °o o c O °a 00 0( )o 00 00 °o °00 0 °0 o0 o Oc 0 c � o °00 00 OO o ao000a 00 c °°° 0000 O 00000 o 00O 0 0 0 O 00 °0 ° °0 ° 0 0 000 C 0000 000O o- � ` `-' U j0 Jo U 0vUoJU o - `J 00v0 0 U0 ovU0 `nJ0 o 0� O 0oO 00o 0o 0° ° 000 0°0 °o 00 ° °°0° 000 °00°oO ° ° o o ° o o °oo ° °° o ° °00 o 00 O °o o°oo ° ° 0 o 0 ° 0 000° 0 0 ° 0 °o °0°0 0°° oa 00°0°0000 00 000°°0 ° °0 00° a 00000000 °00°000 °0°°000000°0000°0 0 00 00 0o °O °0 o °0 O ° 0 0 00 0 0 0 0 00 0 ° 0 °0o °0O 0 O °° 00000° ° °° °0°°0 °00° °° °0°0 °0 °00 °00 °00 °0 0° °°0°0 °O 000 00 °0 00 ° 0000 000 °000000000 0000000 ° ( 00 °00°0°0°0 00 0 °00 °0 0° 0 0 00000000x 0 o0 00 ° oo0o ° °00oo°0000oo0 00 oo0 oo °OoO0000000000000000 °0000 ° � 000° °oo Oo°o°o°000°o° n-00, 0, or r) . or _n� °n o- � STUCCO / CEMENT PANEL D [e31Bi1 )Q INSULATION AND ISOLATION FASTENERS FOR NOISE REDUCTION AT GARAGE DOOR GARAGE 5 /$" TYPE "X" GYP. BOARD 0 r-- 1-0 CV m CV 00 CV I- .� ln O X TM CV O T vd 70 W n 0U °QOOo T d' C51 5 Q� U) 0) (D 0 U Cn = T 0 CZ LL (D Z < OJ ® 0 0 �- U %'1P'1 �— J O 0 J CC) M0 PROJECT: 1209 D A T E: PERMIT 03.14.13 REVISIONS: 09.04.13 DETAILS A4m3 PLATE WELDE U2 TS VERTIC BOLTEI W1 ox PER S 1-1 n..iC o i CORNER DECK DETAIL 2 �N 3" = 1' -0" MEG 1 1 A4.3 DECK PLAN UNIT A: VFY DIMENSIONS 1/2" = V -0" 1 8'_0" A4.3 Ar i O O \,�I "1 3 28' -11 " DECK PLAN UNIT B: VFY DIMENSIONS 1/2" = V -0" Design Review Staff Approval ILBy Warren Campbell at 3:08 pm, Dec 10, 2013 TOWN OF VA"' 0 LO 0 r--LO N LO N00 N I- . � ln C0 X T co NO T M 0 0 O ' Q +1.-- O 0 VJ Vd 5 Q �� VJ 0) U) 0 L U U) ="o CZ T r) LL V < Z OJ � LL ® 0(_) 0 �- 0Q 0 J > 0 PROJECT: 1209 D ATE: AS110.15.13 REVISIONS: DETAILS ■ BOTTOM OF STRUCTURE UNIT A: LOWER LEVEL T.O. SLAB 8374' -0" 1 3-1 "R.O. 3-1 "R.O. 3' -0" 3' -0" SIN �=1N \ \ - D_ C? z M M o_ - - 102 oD rn SIN / z Z a- O bN `) �v SEE SCHED. 3' -1 "R.O• B.O. STRUCT 3'- 0" f 1N / \ o Z M CO 0 O SIN WINDOW TYPE: WINDOW TYPE: DOOR TYPE: WINDOW TYPE: WINDOW TYPE: WI01 104 W102 W103 105 W107 106 !IG� WINDOW TYPES -- UNIT A 1/4" = 1 -0" UNIT A: MAIN LEVEL T.O. P LYW D. 8385' -6" WINDOW TYPES -- UNIT A 1/4" = 1' -0" 6-1 "R.O. 6' -0" 3' -0" Iz 3' -0" rIN O f zo zo z n o O M �N M WINDOW TYPE: v 1N Cf) T 15'- Fi1a "R -O- 51 ui WINDOW TYPE: wll2 3' -1 "R.O. 3' -0" ozy) \ \ O T O rIN SIN UNIT A: UPPER LEVEL T.O.PLYWD. 8395' -6" UNIT A: MASTER LEVEL T.O. P LYW D. 8395' -0" WINDOW TYPE: N W121 M WINDOW TYPE: W122 W123 ALIGN WITH ENTRY UNIT UNIT A: ENTRY T.O. P LYW D. 8385' -6" (3 WINDOW TYPES -- UNIT A WINDOW TYPE: WIII W112 W113 W114 W115 WINDOW TYPE: 124 D z L D r 3' -1 "R.O. UNIT A: OFFICE LEVEL T.O. P LYW D. 8395' -6" EXTERIOR WINDOW SCHEDULE - UNIT A NOTE: INCLUDE SCREENS WITH OPERABLE WINDOWS ENTRY LEVEL WINDO TYPE LOCATION FRAME MAT'L. INTERIOR FRAME MAT'L. MODEL & DESCRIPTION WINDOW SIZE WIDTH X HT. WINDOW R.O. HINGING GLAZING U- FACTOR REMARKS W101 LL - BEDRM #1 ALUMINUM PINE AWNING UNIT 3' -0" x 3' -0" 3' -1" x 3' -111 TOP DBL LOW -E .3 r W102 LL - BEDRM #1 ALUMINUM PINE CASEMENT UNIT 3-0" x 4' -8" 3-1" x 4' -9" RH DBL LOW -E .3 EGRESS W103 LL - BEDRM #2 ALUMINUM PINE CASEMENT UNIT 3' -0" x 4' -8" 3' -1" x 4' -911 RH DBL LOW -E .3 EGRESS W103 LL - BEDRM #2 ALUMINUM PINE CASEMENT UNIT 5' -0" x 4' -6" 5' -1" x 4' -711 DOUBLE DBL LOW -E .3 EGRESS W104 LL - BEDRM #2 ALUMINUM PINE AWNING UNIT 3' -0" x 3' -0" 3' -1" x 3' -111 TOP DBL LOW -E .3 W105 LL - HOT TUB ALUMINUM PINE PATIO DOOR 2' -8" x 814" LH DBL LOW-E; TEMPERED .3 VERIFY FINISH FLOOR THICKNESS FOR RO W106 LL - MEDIA ALUMINUM PINE AWNING UNIT 3- 31 -011 x 3' -01' 9' -1" x 3' -1'1 TOP DBL LOW -E .3 WINDOWS MULLED TOGETHER W107 LL - BEDRM #3 ALUMINUM PINE PATIO DOOR 3' -0" x 8' -0" 3-1" x 8' -12' LH DBL LOW -E; TEMPERED 3 VERIFY FINISH FLOOR THICKNESS FOR RO W108 LL - BEDRM #3 ALUMINUM PINE AWNING UNIT 3' -0" x 3' -0" 3' -1" x 3' -111 TOP DBL LOW -E .3 W109 ML - ENTRY UNIT ALUMINUM ALUMINUM DIRECT SET / ENTRY UNIT 7-0" x 9' -7" T -1" x 9' -9" FIXED / LH DBL LOW -E .3 STORE FRONT UNIT - SOLID DOOR BY OTHER W111 ML - LIVING ALUMINUM PINE DIRECT SET 8' -0" x 2' -0" 8' -1" x 2' -111 N/A DBL LOW -E .3 W112 ML - LIVING ALUMINUM PINE DIRECT SET SEE WDW TYPES SEE WDW TYPES N/A DBL LOW -E .3 FLUSH HEADER W113 ML - LIVING ALUMINUM PINE SEE WDW TYPES 7-8" x 8'-0" SEE WDW TYPES N/A DBL LOW -E; TEMPERED .3 WINDOW W111 -115 MULLED TOGETHER W114 ML - LIVING ALUMINUM PINE DIRECT SET 3' -10" x 4' -11" SEE WDW TYPES N/A DBL LOW -E .3 WINDOW W111 -115 MULLED TOGETHER W115 ML - LIVING ALUMINUM PINE DIRECT SET 3' -10" x 4' -11" SEE WDW TYPES N/A DBL LOW -E .3 WINDOW W111 -115 MULLED TOGETHER W116 ML - LIVING ALUMINUM PINE DIRECT SET 3' -10" x 4' -11" SEE WDW TYPES N/A DBL LOW -E .3 WINDOW W111 -115 MULLED TOGETHER W117 ML - LIVING ALUMINUM PINE DIRECT SET 3' -10" x 4' -11" SEE WDW TYPES N/A DBL LOW -E .3 WINDOW W111 -115 MULLED TOGETHER W118 ML - DINING ALUMINUM PINE SLIDER 6' -5" x 8' -0" 6' -6" x U -12' LEFT ACTIVE DBL LOW -E; TEMPERED .3 W1 19a ML -DINING ALUMINUM PINE DIRECT SET 3- 3' -0" x 6' -0" 9' -1" x 8' -1' - -" N/A DBL LOW -E; TEMPERED .3 ULLED TOG THER W1 19b ML - DINING ALUMINUM PINE AWNING UNIT 3- 3' -0" x 2' -0" 9' -1" x 8' -12' TOP DBL LOW -E; TEMPERED .3 MULLED TOGETHER, R312.2 FALL PROTECTION W/ APPROVED EMERGENCY RELEASE WINDOW OPENING LIMITING DEVICE W120 ML - PDW RM ALUMINUM PINE AWNING UNIT 31-011 x 3 -0 3 -1 11 x 3 -1 11 TOP DBL LOW -E .3 W121 ML-ENTRY ALUMINUM PINE DIRECT SET 4- 3' -0" x 3-0" 6-1" x 6-1" N/A DBL LOW -E .3 ALIGN ABOVE ENTRY UNIT, MULLED TOGETHER W122 UL - MASTER BATH ALUMINUM PINE AWNING UNIT 3' -0" x 3' -0" 3' -1" x 3' -111 TOP DBL LOW -E .3 W123 UL - MASTER BATH ALUMINUM PINE AWNING UNIT 3' -0" x 3' -0" 3' -1" x 3' -1" TOP DBL LOW -E .3 W1 24a UL - MASTER BED ALUMINUM PINE SEE WDW TYPES 3- 3' -0" x 5' -011 9' -1" x 7-11" SEE ELEV DBL LOW -E; TEMPERED .3 M LED 6GEf WER A IGN WITH W1 17 W1 24b UL - MASTER BED ALUMINUM PINE AWNING UNIT 3- 3' -0" x 2' -0" 9' -1" X 7-12" TOP DBL LOW -E; TEMPERED .3 MULLED TOGETHER, R312.2 FALL PROTECTION W/ APPROVED EMERGENCY RELEASE WINDOW OPENING LIMITING DEVICE W125 UL - OFFICE ALUMINUM PINE AWNING UNIT 3' -0" x 3' -0" 3' -1" x 3' -111 TOP DBL LOW -E .3 W126 UL - OFFICE ALUMINUM PINE AWNING UNIT 3' -0" x 3-0" 3-1" x 3-1" TOP DBL LOW -E .3 W127 UL - OFFICE ALUMINUM PINE AWNING UNIT 3-0" x 3-0" 3' -1" x 3' -111 TOP DBL LOW -E .3 W1 28a UL - OFFICE ALUMINUM PINE CASEMENT 2' -6" x 5' -0" 2' -7" x 7-1' -" LH DBL LOW -E .3 EGRESS W1 28b UL - OFFICE ALUMINUM PINE AWNING 2-611 x 2-011 2' -7" x 7-1' -" N/A DBL LOW -E .3 W129 UL - GUEST ALUMINUM PINE CASEMENT 2' -6" x 6-0" 2' -7" x 6-111 LH DBL LOW -E .3 EGRESS W130 UL - GUEST ALUMINUM PINE AWNING UNIT 3' -0" x 3' -0" 3' -1" x 3' -111 TOP DBL LOW -E .3 W131 UL - GUEST ALUMINUM PINE AWNING UNIT 3' -0" x 3' -0" 3' -1" x 3' -1" TOP DBL LOW -E .3 W132 UL - GUEST ALUMINUM PINE AWNING UNIT 3' -0" x 3' -0" 3' -1" x 3' -111 TOP DBL LOW -E .3 W133 I UL - GUEST I ALUMINUM PINE AWNING UNIT 3-0" x 3-0" 1 3-1" x 3-11 1 TOP I DBL LOW -E 1 .3 6'- 62 "R.O. 6-5 z a O WINDOW TYPE: W 118 SIN c0 a = O w STN F_ M WINDOW TYPE: 125 126 W127 9' -1 "R.O. - ' -0" B.O. STRUCTUR IN a a a O O ao b b b O CV I� WINDOW TYPE: W114 c� z IL O L.L. 1N Z ao O IT -1118 n WINDOW TYPE: 120 V z O 3-1 "R.O. 3' -0" fIN 130\ o r Z CM CM z OM L.1. SIN SIN T LO WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: W128 129 130 W131 132 133 Design Review Staff Approval T� By Warren Campbell at 3:08 pm, Dec 10, 2013 i O r-- LO N 00 C\I LO CV I� LID O C\I O .� X TMM T M 0 J 0 W O r ®v r O It 0') 0 a ®J> Q O O O 0') 0') _U O Q - a--� 3: U) U _U) N Q r) U. Z J 0 J �--+ O LL O O ®v r M LJ..1 � J O a ®J> co MO r / PROJECT: 1209 D A T E: PERMIT 03.14.13 REVISIONS: 0 PERMIT 4.04.13 7.26.13 8.05.13 011.21.13 WINDOW SCHEDULE & TYPES 1 IA11T A A5.1 4' -1 "R.O. 3'- 7 "R.O. 6- 2 "R.O. -1 "R.O. 3-1 "R.O z 3' -1 "R.O. z 3' -1 "R.O. 2'- 9 "R.O. 4' -011 " O 1-- Ln N 00 7' z 6' -011 2 -0 3 -0 3 -0 3 -0 21 O11 EXTERIOR INDOW CHEDULE - UNIT B NOTE: INCLUDE SCREENS WITH OPERABLE WINDOWS N L17 N 0 I II I II � �� � 11 LO CD N O rIN Y L rIN 0/� rIN , rIN SIN rIN rIN +'yN 11 Q 1 � N Z WINDO LOCATION \ FR E MA L. INTERIOR FRAME MODEL & WINDOW SIZE WINDOW R.O. HINGING GLAZING 1Q U EMARKS O 0 It p r a- - - O / \ PEOr \ MAT'L. DESCRIPTION WIDTH X HT. FACTOR .�, 0 }, O O b a N d / \ M CO � z / �/ AL 00 PINE SLIDER 6' -0" x 8' -0" 6' -1" x 8' -12' LEFT ACTIVE DBL LOW -E; TEMPERED .3 � � M 0) C7 - - = Z " 11 " 11 rIN O o r W 1 LL -BED #1 IIQ 0 PINE DIRECT SET 2 -0 x 8 -0 2 -1 x 8 -1 N/A DBL LOW -E .3 ELOCATE FROM UNIT A Qz O 0 � � /1� oC En En O p V - _ 3' -0" x 2' -0" 3' -1" x 2' -1" �" `r �N rIN 24 % AL MIN M PINE AWNING TOP DBL LOW -E 3 ELOCATE FROM UNIT A +-+ Q rTN � o r 0- o b O 3 -0 x 3 -0 3 -1 x 3 -1 W 02 LL - VANI AL MIN M PINE AWNING TOP DBL LOW -E .3 60 00 co O 60 oo z 3' -0" x 3' -0" 3' -1 " x 3' -1 " il) d IN 0 W 04 LL - BED PINE AWNING TOP DBL LOW -E .3 T �" �'" \' rc f U 05 LL - BEDRM #2 ALUMINUM PINE AWNING 3' -0" x 3' -0" 3' -1" x 3' -111 TOP DBL LOW -E .3 t° bN �V 203 LL - BEDRM #2 ALUMINUM PINE CASEMENT 3' -0" x 5' -0" 3' -1" x 5' -1" RH DBL LOW -E .3 GRESS ce) W206 LL - LANDING ALUMINA' PINE PATIO DOOR 2' -8" x 8' -0" 2' -9" x 8' -12' LH DBL LOW -E; TEMPERED > .3 ERIFY FINISH FLOOR THICKNESS FOR RO UNIT B: LOWER LEVEL T.O. SLAB = 07 LL - MEDIA ALUMINUM PINE AWNING 4' -0" x 4' -0" 4' -1" x 4' -1" TOP DBL LOW -E .3 C: 8359' 6" ��N W 08 LL -BEDRM #3 ALUMINUM PINE CASEMENT 3' -6" x 5' -42' 3' -7" x 5' -5" RH DBL LOW -E .3 GRESS, GLAZED AREA TO BE MIN. 8% FL AREA W209 ML - ENTRY UNIT ALUMINUM ALUMINUM DIRECT SET / 7-0" x 9' -7" T -1" x 9' -9" FIXED / LH DBL LOW -E .3 T NT IT - SOLID DOOR BY OTHER WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: DOOR TYPE: WINDOW TYP ENTRY UNIT - w2o1 wzlo Iz4 zo 20 20 zo 20 L 2* E DIRECT SET 2' -0" x 8' -0" 2' -1" x 8' -1" N/A DBL LOW -E .3 Cn W211 a L - DINING ALUMINUM INE DIRECT SET 6' -0" x 6' -0" 6' -1" x 8' -1" N/A DBL LOW -E .3 CORNER WINDOW, MATCH PROFILE W212 W211 b AWNING 2- 3' -0" x 2' -0" 6-1" x 8' -1" TOP DBL LOW -E .3 MULLED TOGETHER, R312.2 FALL PROTECTION Q) WINDOW TYPES -- UNIT B W212a ML - DINING ALUMINUM PINE DIRECT SET 3' -0" x 6' -0" 3' -1" x 8' -1" N/A DBL LOW -E .3 W/ APPROVED EMERGENCY RELEASE WINDOW 1 3' -0" x 2' -0" 3' -1" x 8' -1" OPENING LIMITING DEVICE W212b AWNING TOP DBL LOW -E .3 1/411 = V -0" W213 ML - LIVING ALUMINUM PINE DIRECT SET 8' -0" x 2' -0" 8' -1" x 2' -1" N/A DBL LOW -E .3 3' -1 "R.O. W214a ML -LIVING ALUMINUM PINE 4 PANEL SLIDER 14' -0" x 8' -0" 14' -1" x 8' -1" CENTER PANELS DBL LOW -E; TEMPERE .3 3' -0" W214b ML -LIVING ALUMINUM PINE DIRECT SET SEE WDW TYPES SEE WDW TYPES N/A DBL LOW -E .3 ULLED TOGETHER W215 ML - LIVING ALUMINUM PINE SEE WDW TYPES 7-8" x 8' -0" SEE WDW TYPES N/A DBL LOW -E; TEMPERED .3 INDOW W113 -117 MULLED TOGETHER rIN W216 ML - LIVING ALUMINUM PINE DIRECT SET 3' -10" x 4' -11" SEE WDW TYPES N/A DBL LOW -E .3 INDOW W113 -117 MULLED TOGETHER W217 ML - LIVING ALUMINUM PINE DIRECT SET 3' -10" x 4' -11" SEE WDW TYPES N/A DBL LOW -E .3 INDOW W113 -117 MULLED TOGETHER W218 ML - LIVING ALUMINUM PINE DIRECT SET 3' -10" x 4' -11" SEE WDW TYPES N/A DBL LOW -E .3 INDOW W113 -117 MULLED TOGETHER -1 "R.O W219 ML - LIVING ALUMINUM PINE DIRECT SET 3' -10" x 4' -11" SEE WDW TYPES N/A DBL LOW -E .3 INDOW W113 -117 MULLED TOGETHER 21-0" W220 ML - KITCHEN ALUMINUM PINE DIRECT SET 4' -0" x 4' -0" 4' -1" x 4' -1" N/A DBL LOW -E; TEMPERED > .3 W221 ML - KITCHEN ALUMINUM PINE PATIO DOOR 3' -0" x 8' -0" 3' -1" x 8' -12' LH DBL LOW -E; TEMPERED .3 VERIFY FLOOR FINISH 19 11� O 3' -0" x 9' -6" 3' -1 11 x 9' -7" W222 LANDING 250 ALUMINUM PINE DIRECT SET N/A DBL LOW -E .3 cE W223 UL - GUEST BATH ALUMINUM PINE AWNING 3' -0" x 3' -0" 3' -1" x 3' -1" TOP DBL LOW -E > .3 W224 UL - GUEST RM ALUMINUM PINE AWNING 3-0" x 3-0" 3-1" x 3' -1" TOP DBL LOW -E .3 W225 UL - GUEST RM ALUMINUM PINE AWNING 3' -0" x 3' -011 3' -1" x 3' -1" TOP DBL LOW -E .3 z 3' -0" x 3' -0" 3' -1 " x 3' -1 " o r � W226 UL -GUEST RM ALUMINUM PINE AWNING TOP DBL LOW -E .3 00 °0 Q W227 UL - GUEST RM ALUMINUM PINE CASEMENT 3' -0" x 6' -6" 3' -1" x 6' -7" RH DBL LOW -E 3 EGRESS W228 UL-ENTRY ALUMINUM PINE DIRECT SET 4- 3-0" x 3' -0" 6-1" x 6-1" N/A DBL LOW -E ALIGN WITH ENTRY UNIT, MULLED TOGETHER TIN W229a UL - MASTER BED ALUMINUM PINE AWNING 31- 0" x 3-0" 6' -1" x 8' -1" TOP DBL LOW -E .3 ALIGN WITH DINING UNIT 1N W229b CASEMENT 3'- 0" x 5' -0" 6' -1" x 8' -1" DOUBLE DBL LOW -E .3 EGRESS, MULLED TOGETHER W UNIT B: ENTRY T.O.PLYWD. = a 10'- 0" x 3' -0" 101- 1 " x 3' -1 " UNIT B: LANDING T.O.PLYWD. W230 UL - MASTER BED ALUMINUM PINE DIRECT SET N/A DBL LOW -E .3 8370' -0" SIN 8375' -3" W124 UL - MASTER BED ALUMINUM PINE AWNING 3' -0" x 2' -0" 6' -1" x 2' -1" TOP DBL LOW -E .3 RELOCATE FROM UNIT A],& W231 UL - MASTER BATH ALUMINUM PINE DIRECT SET 5' -0" x 2' -0" 5' -1" x 2' -1" N/A DBL LOW -E .3 W2312 UL - MASTER BATH ALUMINUM PINE AWNING 3' -0" x 3' -0" 3' -1" x 3' -1" TOP DBL LOW -E .3 ALIGN WITH W203 WINDOW TYPE: / WINDOW TYPE: W233 UL - OFFICE ALUMINUM PINE AWNING 3' -0" x 3' -0" 3' -1" x 3' -1" TOP DBL LOW -E .3 VVLIV vJLL 11 ,� �, �� %ni9qa I n_ nPGlr� Al I Innlnll Inn PINE nXnrnunlr 3 -0 x 3 -0 3 -1 x 3 -1 TnD nRl I n\ni_G z U VJ NO T -� WINDOW TYPES -- UNIT B CZ 0 2 1 /4" = 1 ' -0" 15 -62 R.O. � (D Q " 14' -1 "R.O. 15' -4" Z CE 7' -8" 7' -8" J O 14' -0" 3' -10" 3' -10" 3' -10" 3' -1011 J rIN rIN O 8' -1 "R.O. ® r 81-011 >: 61-1 "R.O. 3'-1 "R.O. SIN > r 216 zn wzla zl9 4'- 1 "R.O. 3'- 1 "R.O. O \ C) 6' -0" 3' -0" C7 C? b 4' -0" 31.011 O r d CV IN IN N. N 0 - rIN rIN AN Z /CIO z CL H (� 0_ EM O O r Z C/) T O T v t a O O >_ 0 O O CD C3 CD (D CD _ ��R1� a rIN Z a -N Z N - �T" V o r a o b FIXED SLIDER SLIDER FIXED r o C10 Co O C10 ao O CD a pp W215 SIN co CO U) bN PROJECT: 1209 `� b D AT E : PERMIT 03.14.13 b b O b O Q b CV N C\I CV AL UNIT B: MAIN LEVEL = _ _ _ _ _ _ T.O.PLYWD. 8369' -6" REVISIONS: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: DOOR TYPE: PERMIT 4.04.13 W211 212 213 �N214 V "J215 216 w217 WZIS 219 �J22o w221 7.26.1 3 8.05.13 A11.21.13 WINDOW TYPES -- UNIT B 3 1/4" = V -011 - 6' -1 "R.O. 10' -1 "R.O. 3-1 "R.O. 3' -1 "R.O. 6-1 "R.O. 6' -0" 10' -0" 3' -011 1 -011 L+1_0" 3' -0" 3' -0" 7 3' -0" V 3' -01' =1N =1" '1� 6' -1 "R.O. 5' -1 "R.O. 3' -1 "R.O. rIN - SIN -IN V 3' -011 3' -011 5'_011 I II 31 -011 Z 3 1 R.O. �7 rM (IN ] M Z \ o M• "! O � rIN rIN. 31-011 r 9 Z O C) (D V a _ _ T Z T Z Z a \ 0 r a \ Z O b O T a- CCD D CD CL CD CD W 00 r O Z _ 9 _O O O IN � Ir o b b o / \ M M O / Lf) rIN /N AN rTN IN rLN rIN _T _T LN _ - - LO LO rIN T co N CV UNIT B: UPPER LEVEL T.O.PLYWD. 8380' -6" WINDOW TYPE' WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE' WINDOW TYPE' n WINDOW TYPE' WINDOW TYPE: WINDOW 22 22 22 Z2 VV2L/ V�V2L0 V�V2LY V�VLJV VIL4 V�VLJI V�VL V�VLJ V�VLJ VV ALIGN WITH ENTRY UNIT rIN ALIGN WITH DINING UNIT T TYPES UNIT B r WINDOW TYPES -- UNIT B 1/4" = 1' -011 Design Review A5m2 UNIT B: ENTRY T.O.PLYWD. Staff Approval 8370' -0" By Warren Campbell at 3:08 pm, Dec 10, 2013 TOWN OF VAIL EXTERIOR GARAGE DOOR SCHEDULE DOOR # LOCATION FRAME MAT'L. MODEL & DESCRIPTION DOOR SIZE WIDTH X HT. U- FACTOR < COMMENTS G101 GARAGE UNIT A ALUMINUM OVER HEAD DOOR 18' -0" x 8'0" 4 OVHD TEMPERED GLASS PANELED DOOR G201 GARAGE UNIT B ALUMINUM OVER HEAD DOOR 18' -0" x 8' -0" .4 OVHD TEMPERED GLASS PANELED DOOR EXTERIOR DOOR SCHEDULE A DOOR # LOCATION FRAME MAIL. MODEL & DESCRIPTION DOOR SIZE WIDTH X HT. U- FACTOR COMMENTS D101 D201 ENTRY UNIT A ALUMINUM DBL INSWING DOOR 2- 3' -0" x 9' -6" .3 TEMPERED GLASS PANELED DOOR ENTRY UNIT B ALUMINUM DBL INSWING DOOR 2- 3-0" x 9' -6" .3 FROSTED GLASS PANELS LIGHT METAL FRAME — n EQ n EQ a EQ i 1. 21 -411 1� 2' -411 c0 FOR SILL 2x4 BLOCKING CV LID N _I CEMENT PANELS LO UW' r SILL FRAMING a W T co O 0') CD 8" HAT FRAMING TO O OU O C3 w J O M LLJ 0 Lj a) a) VAPOR RETARDER AIR SPACE Q = O O O LLJ O Lu o0) O WALLSHIELD (BLACK) d a 12" NAILABLE RIGID PLY SHEATHING SIN GARAGE DOOR: �lol �zoi OVHD GARAGE DR TEMPERED FROSTED GLASS FROSTED GLASS PANELS W/ I" CLEAR GLASS FRAME LIGHT METAL FRAME, MATCH GARAGE DOOR oL UNIT A & B: ENTRY T.O.PLYWD. RE: WINDOW ELEVATION 3' -0" 3' -0" 1 1. 21 -411 1� 2' -411 c0 FOR SILL 2x4 BLOCKING CV LID N _I CEMENT PANELS LO C 4 r SILL FRAMING a W T co O 0') CD 8" HAT FRAMING TO O OU O O J O M LLJ 0 Lj a) a) VAPOR RETARDER AIR SPACE Q = O O O LLJ o0) O WALLSHIELD (BLACK) d a 12" NAILABLE RIGID PLY SHEATHING SIN GARAGE T.O. SLAB jk EL. RE: PLAN STUCCO, THREE COAT METAL LATH VAPOO SHIEL WRAP SHIELI 12" NAILABLE 2x4 BLOCKIN WEEP WALL I OVER NAIL FI ALUM. FLASF MATCH WINE WINDOW SYE CONTINUOU; EXTEND INTC INSULATION REQUIRED 1 EXTEND SILL BELOW 3/4" PROUD OF WALL WALL MEMB. FOR CONT. – BARRIER; EXTEND INTO JAMB ALUM JAMB TRIM STUCCO W/ METAL LATH 2x4 BLOCKING VAPOO SHIELD, WRAP SHIELD 12" NAILABLE RIGID - PLYWD SHEATHING HEAD DETAIL @ STUCCO 3" = V -0" 2 JAMB DETAIL @STUCCO 3" = V -0" ALUM. FLASHING TO MATCH WINDOW SYSTEM ALUM END DAM INSULATION & SHIM AS REQUIRED WALL MEMBRANE AS CONT.BARRIER; EXTEND INTO HEAD JAMB AND SILL, TYP SLOPED ALUM SILL 3" PROUD OF FINISH WALL, MATCH WINDOW SYSTEM STUCCO 2x4 BLOCKING VAPRO SHIELD, WRAP SHIELD 12" NAILABLE RIGID PLY SHEATHING SILL DETAIL @ STUCCO 3" = V -0" N HEADER UCT YP.BD RETARDER JER TRIM OF DRYWAL WINDOW SYSTEM CEMENT PA $" HAT FRAIV AIR SPACE VAPOO SHE WALLSHIELI 12" NAILABLI 2x4 BLOCKII WEEP WALL OVER NAIL f ALUM. FLAE MATCH WIN WINDOW SY CONTINUOL EXTEND INT INSULATION REQUIRED �4 EXTEND SILL BE 0 WOOD SILL 3/4" PROUD OF z BELOW CL WALL MEMB. FC O BARRIER; EXTEP 2 LAYERS OF DRYWALL riN ALUM JAMB TRIf "I`�MTL CORNER DRYWALL TRIM VAPOR RETARDER CEMENT PANEL JAMB FRAMING W HAT FRAMING PNTD GYP.BD BLOCKING IN W. SHEATHING, TYI WALL CAVITY INSUL 2x4 BLOCKING i VAPOO SHEILD, (BLACK) 12" NAILABLE RK PLYWD SHEATH HEAD DETAIL @ CEMENT PANEL � 5 JAMB DETAIL @ CEMENT PANEL ALUM. FLASHING TO MATCH WINDOW SYSTEM ALUM END DAM INSULATION & SHIM AS REQUIRED WALL MEMBRANE AS CONT.BARRIER; EXTEND INTO HEAD JAMB AND SILL, TYP SLOPED ALUM SILL NTED WOOD SILL 4" PROUD OF FINISH WALL, MATCH WINDOW SYSTEM ADDITIONAL 2" SHIM 4 ti Ln N c0 FOR SILL 2x4 BLOCKING CV LID N I,- CEMENT PANELS LO C 4 r SILL FRAMING X O T co O 0') CD 8" HAT FRAMING TO O OU O O PNTD GYP.BD BLOCKING IN WALL, O M LLJ J VAPOR RETARDER AIR SPACE Q = O O WALL INSULATION VAPOO SHEILD, o0) O WALLSHIELD (BLACK) O a 12" NAILABLE RIGID PLY SHEATHING SILL DETAIL @ CEMENT PANEL N HEADER UCT YP.BD RETARDER JER TRIM OF DRYWALL VINDOW SYSTEM HOOD SILL 3ELOW '. LAYERS OF DRYWALL IITL CORNER )RYWALL TRIM APOR RETARDER 4MB FRAMING VALL CAVITY INSUL AINTED WOOD SILL ADDITIONAL 2" SHIM FOR SILL SILL FRAMING PNTD GYP.BD VAPOR RETARDER WALL INSULATION Design Review Staff Approval TOWN � By Warren Campbell at 3:08 pm, Dec 10, 2013 0 ti Ln N c0 CV LID N I,- LO C 4 r ._ X O T co O 0') CD -0 O OU O O ®v T O M LLJ J Q = O O > o0) O O a C/) 0 Q) U V J N 0 Q V'ZCcc J 0 O L O O ®v T M LLJ J O Q O J > O co PROJECT: 1209 D A T E: PERMIT 03.14.13 REVISIONS: A PERMIT 4.04.13 8.05.13 A11.21.13 WINDOW TYPES UNIT B A5.3 TOM "Design Review Staff Approval Warren Campbell at 3:08 pm, Dec 10, 2013 1 INTERIOR DOOR SCHEDULE -- UNIT A ROOM NO. ROOM NAME DOOR PANELS HINGE HARDWARE REMARKS DOOR NO. TYPE SIZE R.O. THICK- NESS MAIL HANDING MAT'L TYPE* LEVER TYPE* LOCK TYPE 101 STORAGE 1 A 2' -8 "x 7-0" 2' -112' x 7' -02" 1 -3/4" WD LH WD TBD TBD LOCK -SET 20 MIN RATED; DOOR W/ SELF - CLOSER 102 LINEN 1 A 2' -8 "x 7-0" 2-112' x 7' -02" 1 -3/4" WD RH WD TBD TBD DUMMY 103 103 MECHANICAL ROOM 1 A 2' -8 "x 7-0" 2-112' x 7' -02" 1 -3/4" WD LH WD TBD TBD LOCK -SET 20 MIN RATED; DOOR W/ SELF - CLOSER 104 BEDROOM #1 1 A 2' -8 "x 7-0" 2' -112 x ' 7' -02" 1 -3/4" WD RH WD TBD TBD PRIVACY 105 105 CLOSET 1 A 2' -6 "x 7-0" 2-92" x 7-02" 1 -3/4" WD LH WD TBD TBD PASSAGE 106 VANITY 1 A 2' -6 "x 7-0" 2-92" x 7-02" 1 -3/4" WD LH WD TBD TBD PRIVACY 106 107 BATH 1 A 2' -42'x 7-02" 5' -1 "x 7'-32' 1 -3/4" WD N/A WD TBD TBD PRIVACY POCKET DR. ADD 2' TOP AND SIDE,FIN. OPNG= 2'- 4 "x7' -0 ",FLUSH PULL & LOCK HARDWARE. CLOSET 2 A 2'42'x 7' -02" 5' -1 "x T -32' 1 -3/4" WD N/A WD TBD TBD PRIVACY POCKET DR. ADD 2' TOP AND SIDE,FIN. OPNG =2'-4"x7'-0", FLUSH PULL & LOCK HARDWARE. 108 VANITY 1 A 2' -6 "x 7-0" 2-92" x 7-02" 1 -3/4" WD RH WD TBD TBD PRIVACY 109 BEDROOM #2 1 A 2' -8 "x 7-0" 2-112' x 7' -02" 1 -3/4" WD RH WD TBD TBD PRIVACY 110 110 CLOSET 1 A 2' -6 "x 7' -0" 2' -92" x 7' -02" 1 -3/4" WD LH WD TBD TBD PASSAGE 111 111 BEDROOM #3 1 A 2' -8 "x 7-0" 2' -112' x T -02" 1 -3/4" WD LH WD TBD TBD PRIVACY 112 112 CLOSET 1 A 2 1' -6 "x 7-0" 3' -32' x T -02" 1 -3/4" WD N/A WD TBD TBD PASSAGE 113 113 BATH 1 A 2' -6 "x 7-0" 2-92" x 7-02" 1 -3/4" WD WD WD TBD TBD PRIVACY 2 A 2' -4 1lx 7' -0" 2 A 2' -6 1lx 7' -0" 2' -92" x 7-02" 1 -3/4" W RH WD TBD TBD PRIVACY A 114 LAUNDRY 1 A 2' -10 "x 7' -0" 3' -12' x 7' -02" 1 -3/4" WD LH WD TBD TBD PASSAGE A 201 MUD ROOM 1 A 2' -10 "x 7' -0" 3' -12 x ' 7' -02" 1 -3/4" WD LH WD TBD TBD PASSAGE 3' -0 "x 7' -0" 3' -32' x 7' -012" 1 -3/4" 2 RH '- 7' -0" 3'-12' x T -01" 1 -3 4" D H W T D A K -SET 20 MIN RATED; DOOR W/ SELF - CLOSER 2 POWD M 1 A 2' 41 "x 7-01" 5' -1 "x T -31" 1 -3/4" WD NA WD TBD B PRIVACY 5' -8 "x 7'-32' 300 BRIDG 1 A 2' -8 "x 7' -0" -112' x 71- 2 1- WD H WD TBD TBD PASSAGE 5' -1 "x 7' -32' 3 1 MASTER ENTRY 1 GLASS 2�_g x 7_p 2' -1 2' x - - POCKET DR. ADD 2' TOP AND SIDE,FIN. OPNG= 2'- 4 "x7' -0 ",FLUSH PULL & LOCK HARDWARE. 304 WD BD �T_B_p R 5' -32'x T4' 303 VANITY 1 A 2' -81 "x T -p1" - 'x 7' -32' 1 -3/4" Wp NA WD TBD PRIVACY P CKET DR. FLUSH PULL &LOCK HARDWARE. 306 MASTER BATH 1 A 2' -82 "x T -02" 5'- x '- z 1- BARN DOOR HARDWARE 308 WD BD TBD PRIVACY OCKET DR. FLUSH PULL & LOCK HARDWARE. 308 OFFICE 1 A 4' -02 "x 7' -02" 8' -5 "x 7' -32' 1 -3/4" WD N/A WD TBD TBD PRIVACY POCKET DR. ADD 2' TOP AND SIDE,FIN. OPNG= 4'- 0 "x7' -0 ",FLUSH PULL & LOCK HARDWARE. 11 -3/4" BEDROOM #4 1 A 4' -02 "x 7' -02" 8' -5 "x T -32' 1 -3/4" WD N/A WD TBD B PRIVACY POCKET DR. ADD 2' TOP AND SIDE,FIN. OPNG =4'-0"x7'-0", FLUSH PULL & LOCK HARDWARE. 310 PLO E 1 A 2'-4 "x 7' -0" - 2' x 7' -02" 1 -3/4" WD RH WD TBD TBD PASSAGE 311 BATH 1 A 2' 8 "x T 0" 2' -1 -" x - 1- WD BD TBD PRIVACY INTERIOR DOOR SCHEDULE -- UNIT B ROOM NO. ROOM NAME DOOR PANELS HINGE HARDWARE REMARKS DOOR NO. TYPE SIZE R.O. THICK- NESS MAIL HANDING MAT'L TYPE* LEVER TYPE* LOCK TYPE 101 MECHANICAL ROOM 1 A 2' -8 "x T -0" 2-112' x 7' -02" 1 -3/4" WD RH WD TBD TBD LOCK -SET 20 MIN RATED; DOOR W/ SELF - CLOSER 102 BEDROOM #1 1 A 2' -8 "x 7' -0" 2' -112 x ' 7' -02" 1 -3/4" WD RH WD TBD TBD PRIVACY 103 CLOSET 1 A 2' -6 "x 7-0" 2-92" x 7-02" 1 -3/4" WD RH WD TBD TBD PASSAGE 104 VANITY 1 A 2' -6 "x 7-0" 2' -92" x T -02" 1 -3/4" WD LH WD TBD TBD PRIVACY 105 BATH 1 B 2' -42'x 7' -02" 5' -1 "x 7' -32' 1 -3/4" WD N/A GLASS TBD TBD PRIVACY POCKET DR. ADD 2' TOP AND SIDE,FIN. OPNG =2'-4"x7'-0", FLUSH PULL & LOCK HARDWARE. 2 B 2'42'x 7' -02" 5' -1 "x T -32' 1 -3/4" WD N/A GLASS TBD TBD PRIVACY POCKET DR. ADD 2' TOP AND SIDE,FIN. OPNG =2'-4"x7'-0", FLUSH PULL & LOCK HARDWARE. 106 VANITY 1 A 2' -4 "x T -0' - 2 x ' -02 1 -3/4" WD RH WD TBD TBD PRIVACY 107 CLOSET 2' -6 "x 7' -0" 2 - 2 - - A A 108 BEDROOM #2 1 A 2' -8 "x 7' -0" 2' -112' x 7' -02" 1 -3/4" WD RH WD TBD TBD PRIVACY 110 LAUNDRY 1 A 5' -02 "x 7-02" 10' -5 "x 7' -32' 1 -3/4" WD N/A WD TBD TBD PASSAGE POCKET DR. ADD 2' TOP AND SIDE,FIN. OPNG =5' -0 "x7l ", FLUSH PULL & LOCK HARDWARE. 111 BEDROOM #3 1 A 2' -8 "x 7-0" 2' -112' x 7' -02" 1 -3/4" WD LH WD TBD TBD PRIVACY 112 CLOSET 1 A 2' -6 "x T -0" 2-92" x 7' -02" 1 -3/4" WD LH WD TBD TBD PASSAGE 113 BATH 1 A 2' -6 "x T -0" 2-91i x T -01" 1 -3/4" WD LH WD TBD TBD PRIVACY POCKET DR. ADD 2" TOP AND SIDE,FIN. OPNG =2'- 4"x7' -0 ",FLUSH PULL & LOCK HARDWARE. 2 A 2' -4 1lx 7' -0" 5' -1 "x 7' -32' 1 -3/4" WD N/A WD TBD TBD PRIVACY 201 MUD ROOM 1 A 2' -6 "x 7-0" 2' -92" x 7-02" 1 -3/4" WD RH WD TBD TBD PASSAGE 180 DEGREE HINGE 20 MIN RATED; DOOR W/ SELF - CLOSER 202 POWDER ROOM 1 A 2' -6 "x 7' -0" 2-92" x T -02" 1 -3/4" WD RH WD TBD TBD PRIVACY 206 GARAGE 1 A 3' -0 "x 7' -0" 3' -32' x 7' -012" 1 -3/4" WD RH WD TBD TBD LOCK -SET 301 MASTER BEDROOM 1 A 2-8 "x 7' -0" 2'- 112' x 7' -012" 1 -3/4" Wp RH WD TBD TBD PRIVACY 302 BATH 1 A 2' -8 1lx T -02" 5' -8 "x 7'-32' 1 -3/4" WD N/A WD TBD TBD PRIVACY POCKET DR. ADD 2' TOP AND SIDE,FIN. OPNG= 2'- 8 "x7' -0 ",FLUSH PULL & LOCK HARDWARE. 303 WC 1 B 2' -42'x 7' -02" 5' -1 "x 7' -32' 1 -3/4" WD N/A GLASS TBD TBD PRIVACY POCKET DR. ADD 2' TOP AND SIDE,FIN. OPNG= 2'- 4 "x7' -0 ",FLUSH PULL & LOCK HARDWARE. 304 LAUNDRY 1 A (2)2' -6 "x T -0" 5' -32'x T4' 1 -3/4" WD N/A WD TBD TBD PASSAGE 306 OFFICE 1 C 5' -3"x 7-3" 5' -0 "x 7-0" 1 -3/4" WD N/A WD TBD TBD PRIVACY BARN DOOR HARDWARE 308 BATH 1 A 2' -8 "x 7-0" 2' -112' x 7' -02" 1 -3/4" WD RH WD TBD TBD PRIVACY 309 ICLOSET 1 A 2' -8 "x 7-0" 2- 112' x 7' -01i 11 -3/4" 1 WD LH I WD JTBD JTBD PASSAGE SEE SCHEDULE DOOR TYPE A INTERIOR DOOR TYPES 1/2" = V -0" D MD PAN[ R, PA VIDF FLAT PANEL, PAINTED (20 MIN RATING SEE SCHEDULE FOR LOCATION) SEE FRAME TYPE 2 DOOR TYPE A - STILE & RAIL X= V -0" STILE & RAIL SEE DOOR TYPE MIV T _E & DR DPS GLASS C L DOOR TYPE C STOPS __AL MDF STILES & RAILS SEE FRAME TYPE 3 DOOR TYPE B & D - STILE & RAIL 3" = V -0" VENEER PANEL DOOR TYPE C - STILE & RAIL 4 3" = V -0" 0 I-- Lo N CO CV LO N Il_ r LO (0 ,- . � X O r,- CO 0 M CD 70 n O It C7') ® T O Q41--00 ® J > O 0) � O Q A, 0 Q) 0 = L -1-1 U V , N 0 M r 0 V'ZCcc J 0 O LL 0 O ® T v 0< ® J > MO J PROJECT: 1209 D A T E: PERMIT 03.14.13 REVISIONS: 8.05.13 11.14.13 Al 1.21.13 INTERIOR DOORS SCHEDULE & TYPES A5.4 2 X V� PA GYP. E KERF PTD JP STOP Z WO � Lij `W V J Ir Q 1.a TYPICAL INTERIOR DOOR - HEAD 3" = 1' -0" & 4 4 GYP. BD. "L" REVEAL REGLET, KERF WOOD FRAME SEE DOOR TYPE SOLID WOOD FRAME SHIM GYP. BD. "L" REV KERF WOOD FRS R.O. DRY 2xHEF SHIM S PTD TR PTD JA STOP 20 MIN 2.a i 2 OMIN DOOR - HEAD 3" = V -0" WD CASING 8 -10b CSG NAIL- 1511 311 12" O.C. STAG. $ IE rIN r r Z W O LLI LLJ Cc Q 1u& � 6 4 rIN r 2" SIN r SOLID WOOD STOP 8 -10b CSG NAIL; 12" O.C. STAG. SOLID WOOD FRAME WD CASING 8 -10b CSG NAIL; 12" O.C. STAG. 20 MIN RATED WOOD FRAME AWI DETAIL & SPECIFICATION 900 -D -1 DRYW/ TYP. BLOCKING AS REQ'D GYP. BD. "l KERF WOC 1 x PTD TRI POCKET D W/ HARDY` 3.a POCKET DOOR - HEAD 3" = V -0" W DRYWALL, TYP. 2x BLOCKING POCKET DOOR W/ HARDWARE 1x PTD TRIM GYP. BD. "L" REVEAL REGLET, KERF WOOD FRAME ' FLUSH BASEBOARD BELOW 2 X WALL FRAMING 5/" PAINTED GYP BD GYP. BD. "L" REVEAL REGLET, KERF WOOD FRAME 1 X WOOD TRIM OR DOOR FRAME CASED OPENING - HEAD 3" = 1' -0" 1. bh TYPICAL INTERIOR DOOR - JAMB h 20 MIN. DOOR - JAMB h POCKET DOOR - JAMB ^ h 3" = 1' -0" 2. b 3- = 1' -0" 3. b 3" = 1' -0" `t . b 1 .0 TYPICAL INTERIOR DOOR - BASE 3" = 1' -0" 2.0 20 MIN. DOOR - BASE 3" = V -0" POCKETI PTD TRIM JAMB, TY RECESSE ROLLER FINISHEC FLOOR LLv .a r, POCKET DOOR - BASE 3" = 1 -0" CASED OPENING - JAMB 3" = 1' -0" CASED OPENING - BASE 3" = V -0" 2 X WALL FRAMING 1 X WOOD TRIM OR DOOR FRAME GYP. BD. "L" REVEAL REGLET, KERF WOOD FRAME V PAINTED GYP BD 1x PAINTED TRIM PAINTED GYP BD Z REVEAL REGLET PTD WOOD BASE TRIM ALIGN FACE W/ GYP.BD Design Review Staff Approval �� �� � � ��� � � By Warren Campbell at 3:08 pm, Dec 10, 2013 0 I-- Ln CV c0 CV LO CV I- T Q V'zrr r ._ X C O T4 Co 0 C37 CD � O C7� ® T O LLJ Q41--00 Q O J > 0) � _O o 0_ 0) U) Q) U U) N 0 M T Q V'zrr J � O ® T U LLJ O Q O J > MO `- J PROJECT: 1209 D A T E: PERMIT 03.14.13 REVISIONS: Q11.21.13 INTERIOR DOORS DETAILS A5.5 GENERAL ELECTRICAL NOTES: 1. RE- SWITCH & RE -PLUG ALL ELECTRICAL W/ DECORA AND DIVA DIMMERS AFTER PAINTING 2. TYPICAL COLOR OF DECORA: T.B.D. 3. POWER AND LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER IRC 4. ELECTRICAL WALK -THRU IS REQUIRED WITH ARCHITECT / OWNER AT ROUGH -IN 5 LL RE PTACLES TO BE TAMPER RESISTANT PER 2012 NEC LIGHTING SYM OLS POWER SYMBOLS "' UNIT A UNIT B BOX - FAN ONLY HIGH EFFICACY 88 QTY. 81 QTY. F ®�I RECESSED CAN LIGHT: © CARBON MONOXIDE DETECTOR U) L - L LITON 4" LED 15W DOWNLIGHT TO BE INSTALLED PER IRC R315 �•�I RECESSED CAN LIGHT: HIGH EFFICACY 4 QTY. 6 QTY. LENSED WET LOCATION 0 L LITON 4" LED 15W DOWNLIGHT p J BOX / PENDANT LIGHT HIGH EFFICACY 9 OTY. 11 QTY. HIGH EFFICACY 2 QTY. 2 QTY. UNDER CABINET LIGHT - LED HIGH EFFICACY 2 QTY. 3 QTY. FLORESCENT STRIP LIGHT HIGH EFFICACY 2 QTY. 2 QTY. 24 "x24" FLORESCENT LIGHT HIGH EFFICACY 10 QTY. 9 QTY. ® STEP LIGHT - LED / INTERIOR � J O A HIGH EFFICACY 3 QTY. 3 QTY. HINKLEY: 1518BZ -LED SCONCE / EXTERIOR HIGH EFFICACY 3 QTY. 0 QTY. HINKLEY: PATHLIGHT UNDERI8" /EXTERIOR HIGH EFFICACY 5 QTY. 6 QTY. Q BEGA: 6826LED RECESSED CAN / EXTERIOR HIGH EFFICACY 0 QTY. 4 QTY. ® BEGA RECESSED: 2191 LED / EXTERIOR 4.04.13 10.31.13 Q11.21.13 TOTAL: H.E. 128(76%) 127(78%) TOTAL % HIGH EFFICANCY (75% MIN.) LOW EFFICACY 20 QTY. 14 QTY. ®i RECESSED CAN LIGHT: L -L 4" LOW VOLTAGE HALOGEN � TRANSLITE SYSTEM LOW EFFICACY 9 QTY. 9 QTY. ROTOR - MONOPOINT LOW EFFICACY 8 QTY. 9 QTY. a WALL MOUNTED SCONCE LOW EFFICACY 3 QTY. 3 QTY. 01 INTER - LUXPIPE LIGHTING TOTAL: L.E. 40(24%) 35(22%) TOTAL % LOW EFFICANCY (25% MIN.) TOTAL FIXTURE 168 162 N WALL MOUNTED TELEPHONE OUTLET COMBO. DATA/TELEPHONE OUTLET TV 2 RG6 COAXIAL DUPLEX OUTLET HORIZONTAL +8" A.F.F. (U.N.0.) GROUND FAULT DUPLEX OUTLET, HORIZONTAL +42" A.F.F. (U.O.N.) DUPLEX OUTLET, HALF SWITCHED HORIZONTAL +8" A.F.F. (U.O.N.) QUAD OUTLET +16" A.F.F. (U.N.O.) O DUPLEX FLOOR OUTLET 1 UNIT B LOWER LEVEL:RCP 1/4" = V -0" Design Review Staff Approval By Warren Campbell at 3:08 pm, Dec 10, 2013 TOWN OF VAIL O tiLO NOU N LO N I1_ lc�_J BOX - FAN ONLY © BATHROOM EXHAUST FAN Q SPEAKER © CARBON MONOXIDE DETECTOR U) * CARBON MONOXIDE DETECTOR TO BE INSTALLED PER IRC R315 SWITCH $3 3 -WAY SWITCH $p DIMMER 1 UNIT B LOWER LEVEL:RCP 1/4" = V -0" Design Review Staff Approval By Warren Campbell at 3:08 pm, Dec 10, 2013 TOWN OF VAIL O tiLO NOU N LO N I1_ 0 LO (.0 N X T T V) 0 (10 O (.0 fV O "Zi- 0) O 0-+1.-- 0 O VJ VJ 5 Q `~ U) (1) 0 L _11__j U VJ C\1O CZ T LL V z® J J LL O 0 O OT (� � J O Q O J > co O PROJECT: 1209 D A T E: PERMIT 03.14.13 REVISIONS: 0 PERMIT 4.04.13 10.31.13 Q11.21.13 RCP ■ GENERAL ELECTRICAL NOTES: MC C \A /ITf'LJ 4 017 01 1 IT Al I CI Cf-1701/`AI \A // ME:f' MA AKIM MI% /A nIKARACDC A17TC0 r7)AIKITIr Ir' UNIT B MAIN LEVEL / UNIT A LOWER LEVEL: RCP 1 1/4" = V -0" rowN of VA ILA" Design Review Staff Approval By Warren Campbell at 3:09 pm, Dec 10, 2013 O ti LO N CV LO N co Il_ LO (.0 N X T T --M 0 V) 0 O fV O O (.0 0) 0-+1.-- 0 o VJ VJ 5 U) nU) W 0 L U C\1O CZ T LL V z® J J LL 0 O ® U OT c J O Q O J > CIO O PROJECT: 1209 D ATE: PERMIT 03.14.13 REVISIONS: PERMIT 4.04.13 RCP 201 r4FNFRAI FI 1=(:TP1r'AI N(1TFC- 1 UNIT B UPPER LEVEL / UNIT A MAIN LEVEL: RCP 1/4" = V -0" TOWN OF VAfL/ Design Review Staff Approval By Warren Campbell at 3:09 pm, Dec 10, 2013 O tiLO Nco N LO N Il_ LO (.0 N X T T --M 0 V) fV 0 O O "Zi- O (.0 0) 0-+1.-- 0 o V J VJ 5 Q `� U) U) 0 L -1--j U U) C\1O CZ T LL V z® J J OT c J O Q O J > co O PROJECT: 1209 DATE: PERMIT 03.14.13 REVISIONS: PERMIT 4.04.13 RCP 2m2 GENERAL ELECTRICAL NOTES: 1. RE- SWITCH & RE -PLUG ALL ELECTRICAL W/ DECORA AND DIVA DIMMERS AFTER PAINTING 2. TYPICAL COLOR OF DECORA: T.B.D. 3. POWER AND LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER IRC 4. ELECTRICAL WALK -THRU IS REQUIRED WITH ARCHITECT / OWNER AT ROUGH -IN 5 LL RE PTACLES TO BE TAMPER RESISTANT PER 2012 NEC UNIT A UPPER LEVEL: RCP 1/4" = 1' -0" WALL MOUNTED TELEPHONE OUTLET COMBO. DATA/TELEPHONE OUTLET 2 RG6 COAXIAL DUPLEX OUTLET HORIZONTAL +8" A.F.F. (U.N.0.) GROUND FAULT DUPLEX OUTLET, HORIZONTAL +42" A.F.F. (U.O.N.) DUPLEX OUTLET, HALF SWITCHED HORIZONTAL +8" A.F.F. (U.O.N.) QUAD OUTLET +16" A.F.F. (U.N.O.) U DUPLEX FLOOR OUTLET i J BOX - FAN ONLY © BATHROOM EXHAUST FAN ®s SPEAKER ED CARBON MONOXIDE DETECTOR * CARBON MONOXIDE DETECTOR TO BE INSTALLED PER IRC R315 SWITCH $3 3 -WAY SWITCH $_ DIMMER 2' -0" UNIT A UNIT B LIGHTING SYM OLS HIGH EFFICACY 88 QTY. 81 QTY. i ®i RECESSED CAN LIGHT: 0) A Q -00 O 0 L —J LITON 4" LED 15W DOWNLIGHT HIGH EFFICACY 4 QTY. 6 QTY. RECESSED CAN LIGHT: L_J L_J LENSED WET LOCATION L_ LITON 4" LED 15W DOWNLIGHT HIGH EFFICACY 9 QTY. 11 QTY.O J BOX / PENDANT LIGHT HIGH EFFICACY 2 QTY. 2 QTY. UNDER CABINET LIGHT - LED HIGH EFFICACY 2 QTY. 3 QTY. FLORESCENT STRIP LIGHT S3 [TV HT l- HIGH EFFICACY 2 QTY. 2 QTY. 24 "x24" FLORESCENT LIGHT HIGH EFFICACY 10 QTY. 9 QTY. ® STEP LIGHT - LED / INTERIOR -J LL �! FAN A HIGH EFFICACY 3 QTY. 3 QTY. HINKLEY: 1518BZ -LED SCONCE/ EXTERIOR HIGH EFFICACY 3 QTY. 0 QTY. HINKLEY: PATHLIGHT UNDERI8" /EXTERIOR HIGH EFFICACY 5 QTY. 6 QTY. Q BEGA: 6826LED RECESSED CAN / EXTERIOR HIGH EFFICACY 0 QTY. 4 QTY. ® BEGA RECESSED: 2191 LED / EXTERIOR r L J OF FIXTURE TOTAL: H.E. 128(76%) 127(78%) TOTAL % HIGH EFFICANCY (75% MIN.) LOW EFFICACY 20 QTY. 14 QTY. i ®i RECESSED CAN LIGHT: LL r L —J 4" LOW VOLTAGE HALOGEN LOW EFFICACY 9 QTY. 9 QTY. � TRANSLITE SYSTEM A PROJECT: ROTOR - MONOPOINT LOW EFFICACY 8 QTY. 9 QTY. QA i WALL MOUNTED SCONCE LOW EFFICACY 3 QTY, 3 QTY. ©j INTER - LUXPIPE LIGHTING TOTAL: L.E. 40(24%) 35(22%) TOTAL % LOW EFFICANCY (25% MIN.) UNIT A UPPER LEVEL: RCP 1/4" = 1' -0" WALL MOUNTED TELEPHONE OUTLET COMBO. DATA/TELEPHONE OUTLET 2 RG6 COAXIAL DUPLEX OUTLET HORIZONTAL +8" A.F.F. (U.N.0.) GROUND FAULT DUPLEX OUTLET, HORIZONTAL +42" A.F.F. (U.O.N.) DUPLEX OUTLET, HALF SWITCHED HORIZONTAL +8" A.F.F. (U.O.N.) QUAD OUTLET +16" A.F.F. (U.N.O.) U DUPLEX FLOOR OUTLET i J BOX - FAN ONLY © BATHROOM EXHAUST FAN ®s SPEAKER ED CARBON MONOXIDE DETECTOR * CARBON MONOXIDE DETECTOR TO BE INSTALLED PER IRC R315 SWITCH $3 3 -WAY SWITCH $_ DIMMER 2' -0" EQ Il_ EQ 2' -0" 0 f� V O 0 � O 0) A Q -00 O 0 F_ I I O Q `~ I L J L_J I L_J L_ (n G S W SD S3 [TV HT l- U L J I I J U) o z J C\1O -J LL �! FAN LL Id Z SLOPE J — (LIGHT FROM ABOVE) LL O {gyp O OT U M r L J OF FIXTURE L_J O J TV 0 W CID O LL r / — U. A PROJECT: +20" D A T E: PERMIT 03.14.13 REVISIONS: F 0 PERMIT 4.04.13 - F --1 I Jo L _ I L -J 2' -0° N TIMER A A tiLO NOD CV LO N Il_ .� LO 0 N X T T O CIO 0/S� VJ CO f� V O 0 � O 0) A Q -00 O 0 F_ I I O Q `~ TI R L_ (n 0 L k5 KYLI HT z L J I I J U) C\1O CZ T LL Z J — (LIGHT FROM ABOVE) LL O 0 O OT U � J OQ L_J O J > W CID O r — A PROJECT: 1209 D A T E: PERMIT 03.14.13 Design Review Staff Approval By Warren Campbell at 3:09 pm, Dec 10, 2013 TOWN OF VAIL FER FOR RADON POSSIBLE EF O tiLO NOD CV LO N Il_ .� LO 0 N X T T O CIO 0/S� VJ CO f� V O 0 � O 0) Q -00 O 0 O Q `~ U) (n 0 L U U) C\1O CZ T LL Z J ® J LL O 0 O OT U � J OQ O J > W CID O r PROJECT: 1209 D A T E: PERMIT 03.14.13 REVISIONS: 0 PERMIT 4.04.13 RCP 2m3 ri i Design Review Staff Approval TOWN By Warren Campbell at 3:09 pm, Dec 10, 2013 OF VAIL)