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HomeMy WebLinkAboutDRB130209 PLANS APPROVEDSTC)4:W1KTC)N RESIDENI:E LOT 1BLOCK 2 VAIL VILLAGE 13TH FILING VAIL,CO 81657 MATERIAL SYMBOLS: ABBREVIATIONS: GENERAL NOTES: DRAWING INDEX: GENERAL ~ �' EARTH PLYWOOD ABV ABOVE L LENGTH A0.00 COVER o 01 DO NOT SCALE DRAWINGS TOPOGRAPHIC SURVEY AFF ABOVE FINISHED FLOOR LDT LIGHT AND DRAPERY TROUGH POROUS FILL /DRAINAGE FINISH WOOD AP AC ACCESS PANEL ACOUSTICAL LT LTL LIGHT TROUGH LINTEL 02 VERIFY ALL DIMENSIONS, CONDITIONS AND UTILITY LOCATIONS ON THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING A1.01 SITE PLAN /LANDSCAPE PLAN 0 o w o ADD ADDENDUM LV R LOUVER ADJ ADJACENT MH MANHOLE ANY MATERIALS. nOTIFY ARCHITECT OF ANY CONFLICTS OR ALT ALTERNATE MFR MANUFACTURE (ER) DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. STONE MASONRY ALUM WOOD -ROUGH ARCH ALUMINUM ARCHITECT (URAL) MO MTL MASONRY OPENING METAL 03 AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY DRAWING INDEX: ARCHITECTURAL BSMT BASEMENT MAX MAXIMUM RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT BEFORE a STRUCTURAL CONCRETE BLOCKING BRG BVL BEARING BEVELED MECH MC MECHANIC (AL) MEDICINE CABINET CONSTRUCTION CONTINUES IN THOSE AREAS. 04 PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE, A2.01 LOWER LEVEL FLOOR PLAN - _ BIT BITUMINUOUS MEM MEMBRANE A2.02 MAIN LEVEL FLOOR PLAN BLK BLOCK M METER (S) UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TOP OF PLYWOOD, OR TOP OF WALL PLATES OR Ob BLKG BLOCKING MM MILLIMETER (S) A2.03 UPPER LEVEL FLOOR PLAN CONCRETE MASONRY UNIT GYPSUM BOARD BOT BOTTOM MIN MINIMUM BEOAMOS NOTED. /� A2.04 ROOF PLAN IE BLDG BUILDING MIR MIRROR 05 PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. 0 CPT CARPET (ED) MISC MISCELLANEOUS LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL /� A2.05 GRFA AND SITE COVERAGE CALCULATIONS Q CSMT CASEMENT MULL MULLION MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, BATT INSULATION LM C CAULK (ING) NAT NATURAL COUNTERTOPS, SHELVES AND CLOSET RODS. A2.06 BASEMENT CREDIT ELEVATION CALCULATIONS V3 C CLG CEILING NR NOISE REDUCTION '�'� CT CERAMIC TILE NOM NOMINAL 06 O DENOTES DOORS. REFER TO FLOOR PLANS FOR LOCATIONS. REFER /� A2.07 BASEMENT CREDIT ELEVATION CALCULATIONS CLR CLEAR NIC NOT IN CONTRACT TO DOOR SCHEDULE FOR DOOR TYPES. RIGID INSULATION COD CARBON MONOXIDE DETECTOR NITS NOT TO SCALE A3.01 PROPOSED NORTH ELEVATION COL COLUMN OPG OPENING 07 O DENOTES WINDOWS. REFER TO WINDOWS AND FLOOR PLANS FOR CONIC CONCRETE OPP OPPOSITE LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. A3.02 PROPOSED WEST ELEVATION STEEL /METAL AS NOTED CMU CONST CONCRETE MASONRY UNIT CONSTRUCTION OPH OH OPPOSITE HAND OVERHEAD A3.03 PROPOSED SOUTH ELEVATION CONT CJT CONTINUOUS CONTROL JOINT PR PK PAIR PARKING 08 COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT A3.04 PROPOSED EAST ELEVATION UJ CPR COPPER PVMT PAVEMENT WITHIN CEILING, FLOOR AND WALLS SPACES. VERIFY LOCATIONS WITH III III ICI CARPET CUST CUSTOM PL PLASTIC LAMINATE ARCHITECT. A4.01 PROPOSED SECTIONS DT DTL DRAPERY TROUGH DETAIL PT PSF POINT POUNDS PER SQUARE FOOT 09 IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY A4.02 PROPOSED SECTIONS DIM DIMENSION PSI POUNDS PER SQUARE INCH THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THIS A4.03 PROPOSED SECTIONS DR DOOR PL PROPERTY LINE PROJECT, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DRW DRAWING QT QUARRY TILE ARCHITECT. A5.01 WINDOW DETAILS 1 1 DF ELEC DRINKING FOUNTAIN ELECTRIC (AL) REF REF REIN REFERENCE REFRIGERATOR REINFORCE (D), (ING) 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL A5.02 WINDOW AND DOOR DETAILS UJ EL ELEVATION (S) A4.00 A4.00 ELEV ELEVATOR REQ REQUIRED APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED A6.01 EXTERIOR DETAILS EQ EQUAL RES RESILIENT APPROVALS. THIS PROJECT IS GOVERNED BY THE INTERNATIONAL EXH EXHAUST REV REVISION (D), (ING) BUILDING CODE, 2003 EDITION. CODE COMPLIANCE IS A6.02 EXTERIOR DETAILS z ch BUILDING SECTION REFERENCE ELEVATION REFERENCE EXTG EXISTING REV REVERSE MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT j EXT EXTERIOR RH RIGHT HAND WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES — FOC FACE OF CONCRETE R RISER INCLUDING IBC AND ALL LOCAL AND REGIONAL CODES. FOF FACE OF FINISH R &S ROD AND SHELF DRAWING INDEX: ELECTRICAL FOM FACE OF MASONRY RD ROOF DRAIN 11 THE CONTRACTOR SHALL FIELD COORDINATE AND OBTAIN 1 1 1 FOS FIN FACE OF STUDS FINISH (ED) RDT RFG RECESSED DRAPERY TRACK APPROVAL FROM THE ARCHITECT & ENGINEER BEFORE ANY ROOFING CUTTING, NOTCHING OR DRILLING OF ANY CAST -IN -PLACE E2.01 LOWER LEVEL LIGHTING PLAN r W a A4.00 A4.00 FFE FINISHED FLOOR ELEVATION RM ROOM CONCRETE, STEEL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS E2.02 MAIN LEVEL LIGHTING PLAN O FE FDC FIRE EXTINGUISHER FIRE DEPARTMENT CONNECTION RO R/S ROUGH OPENING ROUGH SAWN WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. E2.O3 MAIN LEVEL LIGHTING PLAN J O DETAIL REFERENCE DETAIL REFERENCE FHC FIRE HOSE CONNECTION S SEALANT (EXTERIOR) FEC FIRE EXTINGUISHER CABINET SHTG SHEATHING J FP FIREPLACE SHH SHOWER HEAD 12 THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND STAKE J a MAIN 1 FPS FIREPROOFING, SPRAYED SHC SHOWER CONTROLS OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT Q > 100' -0" A4.00 FLG FLASHING SM SHEET METAL APPROVAL PRIOR TO BEGINNING ANY SITE WORK. > LL. FLR FLOOR (ING) SIM SIMILAR N O FD FLOOR DRAIN SC SOLID CORE 13 IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE 9 z HEIGHT REFERENCE SECTION REFERENCE FTG FOOTING SPEC SPECIFICATON (S) CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, V 3 FND FOUNDATION SQ SQUARE MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN Q FBO FURNISHED BY OTHERS STD STANDARD A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE J FPHB FREEZE PROOF HOSE BIB ST STAIN INDUSTRY. FUR FURRED (ING) STL STEEL •' ROOM NAME 0 GA GAGE, GAUGE SD STIR STORM DRAIN STRUCTURAL 14 ALL BUILDINGS TO FIT WITHIN PROPERTY LINES WITHOUT CROSSING r GALV GALVANIZED EASEMENTS OR SETBACKS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. N GC GENERAL CONTRACT (OR) TEL TELEPHONE Q GL GLASS, GLAZING TV TELEVISION J REVISION REFERENCE ROOM NAME GYP GYPSUM BOARD THR THRESHOLD 15 PROVIDE ACCESS PANEL TO MOTOR FOR ALL WHIRLPOOL -TYPE TUBS. HB HOSE BIB T &G TONGUE AND GROOVE COORDINATE ACCESS LOCATIONS WITH INTERIOR DESIGNER AND HDW HARDWARE TOS TOP OF SLAB ARCHITECT TO PROVIDE INCONSPICUOUS LOCATION. HDR HEADER TOS TOP OF STEEL GRID W11 HTG HVAC HEATING HEATING /VENTILATING /AC TOW TB TOP OF WALL TOWEL BAR HT HEIGHT TR TRANSOM PROJECT SUMMARY: HC HOLLOW CORE T TREAD GRID BUBBLE WALL TYPE REFERENCE HM HOR HOLLOW METAL HORIZONTAL TYP LINO TYPICAL UNLESS NOTED OTHERWISE Code: HWH HOT WATER HEATER VB VAPOR BARRIER International Residential Code 2012 1 INCL INCLUDE (D), (ING) VIF VERIFY IN FIELD Occupancy: One - Family Dwelling ID INSIDE DIAMETER VERT VERTICAL Separations: A8.1 2 4 11 IBC IBO INSTALLED BY CONTRACTOR INSTALLED BY OWNER VCT WC VINYL COMPOSITION WATER CLOSET 1 Hour (residence /garage) INS INSULATE (D), (ION) WP WATER PROOFING 1 Hour (residence /mechanical) 3 INT INTERIOR WWF WELDED WIRE FABRIC JC JANITOR'S CLOSET W WIDTH, WIDE Special Attributes: ISSUED FOR: DATE: INTERIOR ELEVATION REFERENCE WINDOW TAG KIT KITCHEN WDW WINDOW Intelligent Addressable Fire Alarm Automatic Sprinkler System LAM LAMINATE (D) WO WITHOUT LAV LAVATORY WD WOOD SCHEMATIC DESIGN 5. . CONCEPTUAL REVIEW 6.5.13 LH LEFT HAND 33 STN — 1 TILE TOV FINAL REVIEW 6.10.13 DOOR TAG MATERIAL BREAK COPY RIGHT RESERVATION The drawings, specifications and other documents prepared by the Architect (Michael Suman Architect, LLC) for this project are instruments of the Architect's service for use solely with respect to this Project and, unless otherwise provided in writing, the Architect shall be deemed the sole and exclusive author of these documents and shall retain, without limitation, all common law, statutory and other reversed rights, 2013 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. including the copyright hereof. No person, whether These having come rightly into possession hereof or otherwise, SCALE: plans reviewed shall employ these documents on any other project, nor DRAWN: MDS for additions to this Project nor for the completion of this and approved by the Project others, unless with the prior express written • ARCHITECT: CONTRACTOR • STRUCTURAL ENGINEER. o consent of the Architect and upon appropriate . D RB o n July 3 2013 compensation to the Architect in an amount and kind PROJECTA 1303 SUMAN ARCHITECTS VAIL CUSTOM BUILDERS KRM CONSULTANTS, INC 7 satisfactory to the Architect. The Architect expressly SHEET TITLE: COVER SHEET P.O. Box 7760 P.O. BOX 2809 970.949.9391 1 claims all proprietary rights in the material which is issued AVON, COLORADO 81620 EDWARDS, CO 81632 CONTACT: Kim McGhee in confidence for design and /or construction purposes of 970.479.7502 970.926.8771 EMAIL: kim @krmconsultants.com this Project as noted. These materials may not be CONTACT: MICHAEL SUMAN EMAIL: michael @sumanarchitects.com CONTACT: Ted Leach EMAIL: ted @vailcustom.com Approved by the RECEIVED copied, modified, nor employed in any way without the specific prior written consent and permission of the Design Review Board Aoffoo By David Rhoades at 12 :42 pm, Jun 10, 2013 Architect. TOWN OF VAI L � By Warren Campbell at 8:06 am, Jul 09, 2013 © 2013 Michael Suman Architect, LLC. All rights reserved. N N.( 8330 /�8, \ 6 CURB & GUTTER \ / 8328 8326.9 FOUND A No. 4 REBAR / WITH A 14" ALUMINUM CAP / P.L.S. No. 30116 (ELEV. = 8324.8') 832 TELEPHONE PEDESTAL / PH / INDICATES A 0.8' TO 8323.5 / / 1.0' DIAMETER DECIDUOUS - // TREE 83�g GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. 2 INDICATES A 0.8' TO 1.0' DIAMETER EVERGREEN TREE INDICATESE� 1.5' DIAMETER E ERGREEN TREE 330.4 COMMA, AREA 11,948 SQ. FT. 2470 BALD MOUNTAIN ROAD INDICATES X 1.5' DIAMETER DECIDUOUS TREE LOT 20 40 ROUGH OUTLINE OF BUILDING NOTES: 1) DATE OF TOPOGRAPHY: 9/10/2011 2) BASIS OF ELEVATIONS: TOP OF MONUMENT FOUND MARKING THE SOUTHEASTERLY CORNER OF THE SUBJECT PROPERTY, ELEVATION = 8313.5' 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DIS SUCH DEFECT. IN NO E ENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVE 1 MMENC D MORE THAN TEN YEAR FROM THE DATE OF CERTIFICATION SHOWN HEREO 4) THE BOUNDARY DIMENSION MENTS AND RIGHTS OF WAY SHOWN H REON R THE RECORD PLAT FOR THE SUBJE OPERTY AND TITLE SEARCH PERFORMED BY LAND GUARANTEE COMPANY, ORDER No. V50031559, DATED JULY 29, 2011. 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. 08317 WATER VALVE 8333.2 / / 8333.9 \ 7�( 8332.5 \ O 0� IRE HYDRANT 9 ASPHALT PARKING 8332.5 33 2\ 8332.2 8331.5 RETAINING AINING WALL 4 ELECTRIC TRANS. PARKING & ACCESS EASEMENT 8318.0 WOOD / / WALKWAY / / \ OUTLINE OF DUPLEX 8319.0 STRUCTURE 0 DECK UNIT No. 2 1894.4 SQ. FT. / / / 8318.9 / / / DECK \\ / 08317.5 / / n COMMON AREA 11,948 SQ. FT. L CP w o 00 z� s, °C. lL cS °O. INDICATES A 0.6' DIAMETER EVERGREEN TREE 8308 INDICATES A 0.6' DIAMETER DECIDUOUS TREE WOOD STEPS cA 8 \1�\ \ �\ UNIT BOUNDARY 18.2 8,304 WAY 8319.1 FLOOR ELEV UNIT No. 1 1879.8 SQ. FT. 8317.3 LOT 18 ado \ C `v b2� \'d S56 °36'20 "W - 3.60' N33 °23'40 "W - 4.3' S33 °23'40 "E - 5.42' N33 °23'40 "W - 3.96' (CALC.) S33.23'40 "E - 5.42' (CALC.) �� .t1 \Q I oo. sj�o I '�' ° \ c;,p 0 6' o l Flo N S� m � m PARKING & ACCESS EASEMENT I I Go w I D I� o � I I �' 1-NO 0 I \ o� No. 2 SQ. FT. , N° N6�� 2� �O J / / 0 8319.0 DECK / / DECK / \� 08315.7 / TELEPHONE PEDESTAL 0 17. EDGE OF LAWN 1 8314 FOUND A No. 4 REBAR WITH A 1j" YELLOW PLASTIC CAP (ELEV. = 8313.5') 8J TRACT A O UNIT No. 1 1879.8 SQ. FT. TCp op, 56.50 s Aso (0, Q \ sW �O. pp, Op � M0�'�Tgi Approved by the N triEw Design Review Board TOWN � By Warren Campbell at 8:06 am, Jul 09, 2013 SURVEYOR'S CERTIFICATE I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. SAMUEL H. ECKER COLORADO P.L.S. No. 30091 FOR AND ON BEHALF OF GORE RANGE SURVEYING LLC z �o wq x wo ell ell �x >c� �N> �w U� O .a �O �F F O a O O Ln � o 0 � � o o Q a 0 r- x J o s a C14 yam ) oa LNG (j <T' x u Q6 a Q z �o wq x wo ell ell �x >c� �N> �w U� O .a �O �F F O a O O � o � � � o o Q a W I m o s o STRAW BALE DIKE 50' MIN. FLOW 10 • •�•. 177 4' VERTICAL FACE EXISTING i" Z 10' MIN. GROUND ;f - EXISTING o PAVEMENT-,, . BEDDING DETAIL -T 10' PLAN VIEW v' ANGLE FIRST STAKE TOWARD - PREVIOUSLY LAID BALE 50' MIN. EXIST NG 3' PAVEMENT\ �•� FLOW 6' MIN. S' Per condition of '�- BOUND BALES PLACED ON I FILTER 12' MIN-J] ` EARTH CONTOUR EXISTING v FABRIC PROFILE MOUNTABLE (OP�)BERM GROUND O• Q O.• approval include a 2 RE -BARS, STEEL PICKETS, OR 2'x2' STAKES _ 1 1/2' TO 2' IN GROUND, DRIVE STAKES FLUSH WITH BALES. CONSTRUCTION SPECIFICATIONS d Q ' ` landscaping C L�l C ANCHORING DETAIL 1. STONE SIZE - USE 2' CRUSHED SCREENED ROCK, 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 MET. N < 3. V feature to help the N U THICKNESS - NOT LESS THAN SIX (6) INCHES. �. Q EL owners visually o . CONSTRUCTION SPECIFICATIONS 4. WIDTH - TEN (10) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5, FILTER CLOTH -- WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE B. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED THE ENTRANCE. IF PIPING MOUNTABLE WITH 5:1 m L > - J identify the R .i CN U 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND PLACED SO THE BINDINGS ARE HORIZONTAL 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE -BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE L EACH BALE SHALL BE DRIVEN TOWARD THE PR E DRISV Y LAID BALE AT E ANGLE 10 FORCE THE BALES TOGETHER. STAKES SHALL DRIVEN FLUSH WITH BALE. ACROSS IS IMPRACTICAL, A BERM SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL B£ MAINTAINED IN A CONDITION WHICH VALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND /OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTING -WAY MUST A REMOVED IMMEDIATELY. B. WASHING - WHEELS SHALL BE GLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABIUZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. L O >_ M Z Q -1- ^ II z Q Z L L O L / boundary between town owned land C C N EP 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE PROMPTLY LL AS NEEDED BY THE CONTRACTOR. S. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 10. STABILIZED CONSTRUCTION ENTRANCE MUST BE INSTALLED BEFORE BEGINNING CONSTRUCTION. L and private BLOCK OR IMPEDE STORM FLOW OR DRAINAGE (j STRAW BALE DIKE property E STABILIZED CONSTRUCTION ENTRANCE N.T.S. N.T.S. ADJACENT 1v ° 36' MIN. FENCE POST _T 6�MENSII SPAC�GE WOTH 1flt2,TER.CLOT(H OVXER 20' MIN. ODD INITT i 4ATCH BASIN (RATE STRUCTURE • CG o ��� � � cc -4- _ PLOW UNDISTURBED GROUND 1 I' REDAR FOR UFRNO AND REMOVAL { LI 0 U EMBED FILTER CLOTH 16' MIN. MIN. 8' INTO GROUND SECTION WOVEN WIRE FENCE (MIN. 14 1/2 , ''�'�� DUMP SW (2) / sLTSACR° GAUGE, s� � //� /f,!' �- NEW EVERGR EN 0 000 ^ Liu > y MAX. 6' MESH SPACING) f`, jl , y y 10' MAX. C. TO C. 36' MIN. FENCE POSTS, Oy DRIVEN MIN. 16" INTO O GROUND MOIL LOT 1 H G� NEW O �y ' UEN INSTAL SL15AM PER MWACT1M NMETINS AND RECOM MBMTIOIS %BOTH - SLTSAM *EN RFSSINNT CORD IS NO L%W WSNE CLFAL RNA AND `\G P \�` EVERGREEN Q P, ` 1 0� -0° y y ,_ \ f • O HEIGHT OF FILTER 18' MIN. PURACE'SNEEDED. -\O OG V � 0 • ` Uj 8' MIN. NIET OR CATCH BASIN SLTS AOS 5 OTp MADE FOR EXH BASIN 9 M O) CONTACT A CS D NONME (1- 800-841 -e29 P"\\ \` n G�� �S P o 52� NEW Al \ A CJ PERSPECTIVE VIEW SIL TSACK INLET SEDIMENT CONTROL DEVICE CONSTRUCTION NOTES FOR FABRICATED SILT FENCE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO POSTS: STEEL EITHER T OR U TYPE OR GP OF P P��-F O R G` ` VERGREEN �T IT k 3 ��j, "\ r- � Approved by the Design Review Board FENCE POSTS WITH WIRE TES OR STAPLES. 2' HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE: WOVEN 'MRE, 14 1/2 GA. 6' WOVEN WIRE FENCE WITH TES SPACED EVERY 24' MAX. MESH OPENING. AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH FILTER CLOTH: FILTER X, MIRAFI 100X, T140N OR APPROVED OTHER THEY SHALL BE OVERLAPPED 8Y SIX INCHES EQUAL AND FOLDED. EQUAL <_\G� C 1.\"'` II` OV C) \v ` �•J\ / Ih ��f�V �.. / m y �� s •.\ a' ���+++ �� 'u �� # By Warren Campbell at 17 1 8 :06 am, Jul 09, 013 LLI 4 MAINTENANCE WHEN "BULGES DEVELOP SIN AND PREFABRICATED ENVIROFENCE, OR APPROVED THE SILT FENCE. EQUAL 5. SILT FENCE MUST BE INSTALLED BEFORE BEGINNING CONSTRUCTION. \C�\�G J O� v �Q •••���•��\ \ / :•� Z SILT FENCE W.T.S. s - 33 feet tallest point L Z� O Q H r WV) �s L 32 J LJ W O J z LU J L R A P� tI \ \ �,?� \ l� O NEW BURIED EL CT C�� \�, �� 0� J k 1', \ $3� a > Z NEW EVERGREEN I R \ A k ism 5 A, V \ 0 J i m N W � EVE GREEN p" �c>jV j Q Q A � O � �0 c NEW EVERGREEN , o' -o„ > o w N � � °= � 0 �� m m LL_ Cl) Q �� \ /+O �� V m R m �. R!' G� NEW \� �QP� PCE EVERGR ,( LANDSCAPE AREA REQUIREMENT: LOT AREA = 15,725 SQ. FT. LANDSCAPE 60% MINIMUN = 9,435 SQ. FT. NEW ASPEN �, 2-3" CAL. \� \ 1 Q m k NEW NEW LANDSCAPE ARE PROPOSED SOF 9,390 SQ.FT. \ l k EVERGREEN BEEN k 12, -0„ 12 0" �� �j. / \ HARDSCAPE (LIVING TERRACES AND ENTRY) = 835 SQ.FT. \\ NEW ASP j TOTAL = 10,225 SQ. FT. < O 2 -3" CA 2 -3" CAL. / / $3220 3� �� GO�CR� \ � EW 10% / NE V 120"' ) G Q Z�o2Q` cb"� EV o o, DRIVEWAY HARDSCAPE = 2,452 SQ. FT. SNOW STORAGE MINIMUM SNOW STORAGE PROPOSED = 245 SQ. FT. 0G 2�► lV�� - 7 7'_ 0 v�� �o Q G011, t O STORAGE AREA #1 STORAGE AREA #2 TOTAL = 148 SQ.FT. = 268 SQ.FT. = 416 SQ. FT. lb �i 2�\ �� OQ��� �� O���C J� $$�� \ \ \ �L / ���$P�G \S TO DENOTES EVERGREEN TREE ISSUED FOR: DATE: SCHEMATIC DESIGN 5.1.13 CD 322 i / p LOT 20 CONCEPTUAL REVIEW 6.5.13 O \ \ 0 \ N co A 0 $32 ` NEW EVERGREEN / DENOTES TO ROTES DECIDUOUS TREE TOV FINAL REVIEW 6.10.13 moo, Go Cr ,2 0 X 16 32 / ADJACENT STRUCTURE !- :� / DENOTES TREES TO BE REMOVED PER PROPOSED IMPROVEMENTS .! \\ -0 / 2 32b0 8� ONGREj 6 '� x1 x, DENOTES NEW EVERGREEN TREE 2013 MICHAEL S ARCHITECT, LLC. C'� ALL RIGHTS RESERVED. D. NE`N C �NV�R , "' 2N0 N�P� k a - �lL Cb DENOTES NEW DECIDUOUS TREE SCALE: I"= 10'-0" DRAWN: MDS P C'4 \ \\ SITE PLAN �-oN SCALE: 1 " = 10' -0" � DENOTES NEW 5 GALLON SHRUBS PROJECT #: 1303 SHEET TITLE: SITE PLAN \\ GENERAL NOTES: 1) ONE DWELLING UNIT IS PROPOSED DENOTES NEW GROUND COVER Im \ 2) 3 PARKING SPACE REQUIREMENT SATISFIED BY L Q Q OR 3 CAR GARAGE L U 7, N L GO GO i L I 4 A4.04 1 1 1 A3.04 A4.01 A4.02 i I UNEXCAVATED -1 1 %2' FURRING WITH RIGID FOAM INSULATION 1 ....................................................................... ............................... A4.04 9Y2 ' Jr2 X72 1 A3.02 LOWER LEVEL PLAN SCALE. 1/4" = V -Q" 0 10 1 A3,03 0 Approved by the Design Review Board TOWN OF VA i [ By Warren Campbell at 8:07 am, Jul 09, 2013 E 0 c� N 3t m � L U i E H L U LC 0 �] LO dJ _ a.- 0 W U > LLI LLI Z U) � o o T Q W O LLI O ccO v > J J a > > C4 Q Z v 3 m 0 T O J ISSUED FOR. DATE: SCHEMATIC DESIGN 5.1.13 CONCEPTUAL REVIEW 6.5.13 TOV FINAL REVIEW 6.10.13 J2013 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 1/4 "= Y -0" DRAWN: MDS PROJECT A 130303 SHEET TITLE: FLOOR PLAN A2.01 1 A4.03 DRAIN LEADER - TYPICAL DRAIN LEADER - TYPICAL 4 1 A3.01 ri_'� ............ A4.04 2 1 1 1 A4.04 A3.04 A4.01 A4.02 DRAIN LEADER- - 7' -0" TYPICAL 1 A3.02 DRAIN LEADER - TYPICAL MAIN LEVEL PLAN SCALE. 1/4" = V -Q" Approved by the Design Review Board (N OF VAIL By Warren Campbell at 8:07 am, Jul 09, 2013 1 A3.03 E � U � N 3t ❑ er U Ci s` 0 E H U E ql ❑ �] LO U � dJ _ a 0'`N r w U LLI LLI Z 1�. U CV) ) o TM a W cc O LLI O ccO v > J J a > > C4 Q Z v 3 m 0 T O J I ISSUED FOR. DATE: I I SCHEMATIC DESIGN 5.1.13 1 ' CONCEPTUAL REVIEW 6.5.13 ' TOV FINAL REVIEW 6.10.13 ' 2013 MICHAEL SUMAN ARCHITECT, LLC. ' ALL RIGHTS RESERVED. SCALE: 1/4 "= Y -0" I DRAWN: MDS I PROJECT A 130303 SHEET TITLE: FLOOR PLAN A2.02 1 ............. A4.03 4 1 A3.01 1 ............. A4.04 2 1 1 1 A4.04 A3.04 A4.01 A4.02 1 A3.02 UPPER LEVEL PLAN SCALE. 1/4" = V -Q" Approved by the Design Review Board TO By Warren Campbell at 8 :07 am, Jul 09, 2013 1 A3.03 E 0 � U N 3t m � L Q+ U i E H L U E ql 0 �] LO U � dJ _ a 0'`N r w U Uj LLI Z 1�- o ch p TM a W cc O LLI O ccO v > J J a > > N Q Z v 3 m 0 T O J 1 ISSUED FOR. DATE: 1 1 SCHEMATIC DESIGN 5.1.13 1 ' CONCEPTUAL REVIEW 6.5.13 ' TOV FINAL REVIEW 6.10.13 ' 2013 MICHAEL SUMAN ARCHITECT, LLC. ' ALL RIGHTS RESERVED. SCALE: 1/4 "= Y -0" 1 DRAWN: MDS 1 PROJECT #. 1301303 SHEET TITLE: FLOOR PLAN A2.03 1 ............. A4.03 4 1 A3.01 1 ............. A4.04 ROOF PLAN SCALE. 1/4" = V -Q" 0 1 Approved by the Design Review Board TOWN OF VAIN I By Warren Campbell at 8 :07 am, Jul 09, 2013 1 A3.03 c�v E � U N 3t ❑ � L Q+ U i E H L U E ql ❑ �] L0 U � dJ _ a.- N 0'` r w U Uj LLI Z 1�- o ch p TM a W cc O LLI O ccO v > J J a > > N Q Z v 3 m 0 T O J ISSUED FOR. DATE: SCHEMATIC DESIGN 5.1.13 CONCEPTUAL REVIEW 6.5.13 TOV FINAL REVIEW 6.10.13 2013 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 1/4 "= Y -0" DRAWN: MDS PROJECT A 130303 SHEET TITLE. ROOF PLAN A2.04 0 o PET AREA 2oa GARAGE zoz I I MASTER Ll MASTER MASTER TERRACE z1a E PET AREA BATHROOM z10 BEDROOM SPA 211 TERRACE I U 205 • 219 I I y y.. MUD ROOM MASTER SITTING I 203 r —, 212 � L L J L o POWDER MASTER — — — — LAUN. ROOM O� PWDR ROOM �� CLOSET �___� ROOM 0 CLOSET zos \ ms ROOM r -� os TWO BATH U a o� IDI ,,, E — li 1 1 1 1 1 1 1 LIVING ROOM 213 LIVING TERRACE —Ir Ii I I BEDROOM TWO I I II I I STORAGE Y7 d} � I I I _ EXTERIOR HARP I _ 0 ENTRY zo1 zos — w N U CLOSET LOTE �= a -- -- L - -- DINING ROOM 214 FAMILY ROOM 7T • ,os DEN ROOM BEDROOM zm PANTRY BATH TERRACE O ONE 103 112 RESIDENCE GRFA CALCULATIONS: r -1 I I I I L L_J rl Fm � KITCHEN PROPOSED AREAS: LOWER LEVEL GRFA 1,446 SQ. FT. 900 sf credit for 2,6 GARAGE & MAIN LEVEL GRFA 2,941 SQ. FT. three parking T - UPPER LEVEL GRFA 721 SQ. FT. PROPOSED SUBTOTAL 5,108 SQ. FT. spaces o - L � GARAGE CREDIT SQ. FT. BASEMENT CREDIT (53 %) (766) SQ. FT. W TOTAL PROPOSED GRFA 3,742 SQ. FT. O ALLOWABLE GRFA 6,594 SQ. FT. Z J 2 MAIN LEVEL GRFA TOTAL SITE COVERAGE 3,142 SQ. FT. LOWER LEVEL GRFA AZ.00 SCALE: 1/8" = 1' -0" AZ.00 SCALE: 1/8" = 1' -0" OG U) ALLOWABLE SITE COVERAGE 3,145 SQ. FT. * *RE: SHEET A2.06 & A2.07 FOR BASEMENT DEDUCTION LLI Uj O O O v a > > N O 1`0. 2-0 - T---- - - - - -- - I---------------------- - - - - -- - 2 I 1 i I I I I I I I I I 4 I I I I I I I I 0 I I I I J I I I I I I I I I GUEST BATH co I I I I I J I I I I ? I I I I I I GUEST BEDROOM EXERCISE/ / SITTING I I I -- - - - - -- I III I I �--- I - - - - -- ------ - - - - - — II I I " GUEST SI3o2NG UPPER HALL II II \\ 1 I 301 � 4 ". 2' I I I I I I I I I I I I I I I N I I I I I I I I I I 4-0' I I I I v / ISSUED FOR. DATE: EXTERIOR v i ENTRY I I \ i SCHEMATIC DESIGN 5.1.13 2, - - - - - - CONCEPTUAL REVIEW 6.5.13 I I I I TOV FINAL REVIEW 6.10.13 I I I I I I I I I I 2'4' I I I I I I I I I I I I ----------------- - - - - -� I I I I I 2.0. I I I I I 2013 MICHAEL SUMAN ARCHITECT, LLC. © I I I ALL RIGHTS RESERVED. SCALE: 1/4 "= Y -0" ----------------------- I -s = = == DRAWN: MDS Ell PROJECT A' 130303 SHEET TITLE: GRFA PLANS Approved by the 4 PROPOSED SITE COVERAGE Design Review Board 3 UPPER LEVEL GRFA �11SCALE: 1/8" = 1' -0" TOWN OF VA j L A By Warren Campbell at 8:07 am, Jul 09, 2013 AZ.00 SCALE: 1/8" = 1' -0" ■ OL RIDGE EL: 8346' -5 1/2" UPPER LEVEL EL: 8331' -0" MAIN LEVEL EL: 8321' -0" GARAGE LEVEL EL: 8320' -6" LOWER LEVEL E L: 8310' -6" Y EL: 8310' -6" WALL AREA CALCULATIONS A 9' -0" x 18' -11" 170 SQ. FT. B 9' -0" x 5-5 1/2" 49 SQ. FT. C 9' -0" x 17' -4 1/4" 156 SQ. FT. D 9' -0" x 24' -8" 222 SQ. FT. E 9' -0" x 12' -6 1/2" 113 SQ. FT. F 9' -0" x 6-9 3/4" 61 SQ. FT. G 9' -0" x 38' -11 1/2" 351 SQ. FT. H 9' -0" x 18' -4 3/4" 166 SQ. FT. 19'-0" x 15' -2 3/4" 137 SQ. FT. 19'-0" x 18' -6 1/2" 167 SQ. FT. TOTAL WALL AREA 17592 SQ. FT. WALL AREA CALCULATIONS SUB - GRADE: NORTH ELEVATION 264 SQ. FT. WEST ELEVATION 30 SQ. FT. SOUTH ELEVATION 91 SQ. FT. EAST ELEVATION 453 SQ. FT. TOTAL WALL AREA SUB -GRADE 838 SQ. FT. BASEMENT CREDIT PERCENTAGE 53% _L DE F D B 0 Approved by the Design Review Board Tn IAm n f Il A f 1 1 Rv Warron I'_amnholl of A -n7 mm hil no 9n14 C A I E a � U � N H U 0 �] L0 U � Ln w 0 U LLI LLI z H � T Q W (3 LLI O j V j J a > Y. N Q Z v 3 m � T J I ISSUED FOR. DATE: I I SCHEMATIC DESIGN 5.1.13 1 ' CONCEPTUAL REVIEW 6.5.13 ' TOV FINAL REVIEW 6.10.13 2013 MICHAEL SUMAN ARCHITECT, LLC. ' ALL RIGHTS RESERVED. SCALE: 1/4 "= 1' -0" I DRAWN: MDS I PROJECT A- 1301303 SHEET TITLE: GRFA DEDUCTION A2.06 RIDGE EL: 8346' -5 1/2" — — — — — — — — — — — — c�v E � U N 3t ❑ Q+ U i E i7 U_ E ql UPPER LEVEL EL: 8331' -0" — — — — — — — — — All< 0 YLO7 � \ \ C7 � LU > / / / / OIL MAIN LEVEL _ EL: 8321' -0" — — — — — — — / — — — Uj GARAGE LEVEL EL: 8320' -6" 167 115Q FT VIALL 166 SQ FT WALL 0 " LLI SQ BE W G DE z OL LOWER LEVEL LL EL: 8310' -6" H O J H a W � O O � O v - � a > > OIL RIDGE O EL: 8346' -5 1/2" � Z v 3 0 m T O 111:1 E] J F1 F1 F1 F1 F1 OL UPPER LEVEL Y EL: 8331' -0" _ _ IL ISSUED FOR. DATE: \ SCHEMATIC DESIGN 5.1.13 \ CONCEPTUAL REVIEW 6.5.13 TOV FINAL REVIEW 6.10.13 \ MAIN LEVEL EL: 8321'-0" -35-t- Al I 1ll, SAZ1 Y F �/ Y �F AL� — — OL GARAGE LEVEL EL: 8320' -6" ©2013 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 1/4 "= 1' -0" Approved by the DRAWN: MDS Design Review Board TOWN OF By Warren Campbell at 8:07 am, Jul 09, 2013 PROJECT A, 13CS03 SHEET TITLE: GRFA DEDUCTION OL LOWER LEVEL EL: 8310' -6" A2,r 7 G E O O O O O A4.03 F A4.04 O O c�v E N (ti � � L Q+ � i E H 0 E a 3 ❑ LO a� NO M Ln � 0 r W�U m_ �> LLI LLI Z H O M (A c TM a W cc a LLI 49 J O .j i CC.; v .j R > > LL. N Q Z 0 3 m 0 o� r N O J I I � I � I LOWER LEVEL Y EL: 8310' -6" — — — — — — — — — — — — I NORTH ELEVATION SCALE: 1/4" = 1' -0" REGIONAL STONE VENEER 6" HORIZONTAL WOOD SIDING - CLEAR CEDAR WITH SEMI - TRANSPARENT STAIN 12" HORIZONTAL WOOD SIDING - CLEAR CEDAR WITH SEMI - TRANSPARENT STAIN ❑ METAL WALL PANELS - PAINTED FINISH 5❑ STANDING SEAM METAL ROOF - PAINTED FLAT FINISH GENERAL NOTES: 1) ALL WINDOWS AND EXTERIOR DOORS CLAD WOOD 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO BE PAINTED METAL 3) DIMENSIONED WALL OPENINGS ARE NOMINAL. WINDOW REP. TO FIELD VERIFY ALL OPENINGS. 4) EXTEND FOUNDATION WATERPROOF MEMBRANE UP WALL 24" MINIMUM ABOVE GRADE 5) EXTERIOR LOUVERS /VENTS TO BE PAINTED TO MATCH ADJACENT FINISH 6) ALL VENT STACKS TO BE PAINTED TO MATCH ROOF COLOR Approved by the Design Review Board TOWN OF VA j L By Warren Campbell at 8:07 am, Jul 09, 2013 1 ISSUED FOR: DATE: 1 SCHEMATIC DESIGN 5.1.13 CONCEPTUAL REVIEW 6.5.13 1 TOV FINAL REVIEW 6.10.13 1 L2013 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 114" = 1'-0" DRAWN: MDS PROJECT A 130303 SHEET TITLE: ELEVATIONS A3.01 E 0 U E 7 O 2 < A 4.04 A4.01 A4.02 O O _c U E ❑ 0 U RIDGE �-r EL: 8346'-51/2" iij > El 3 16 W 13 14 15 Rj I 11L --------- i IL --------- ji I I W I T z OIL UPPER LEVEL T EL: 8331'-0" LL. IF2 17 18 19 0 U) LU Uj cc (3 0 3 4 Iq j 0 J F2� 8 x 8 18 x8 T j Z >0 OIL MAIN LEVEL 'r EL: 8321'-0" OIL GARAGE LEVEL L16 z 0 'r EL: 8320'-6" I -P� 20 —7 j 0 A'_ '1' AL J, J, 11L 111 0 j LOWER LEVEL 'r EL: 8310'-6" REGIONAL STONE VENEER 6" HORIZONTAL WOOD SIDING - CLEAR CEDAR WITH SEMI-TRANSPARENT STAIN ISSUED FOR: DATE: SCHEMATIC DESIGN 5.1.13 WEST ELEVATION 12" HORIZONTAL WOOD SIDING - CLEAR CEDAR WITH SEMI-TRANSPARENT STAIN CONCEPTUAL REVIEW 6.5.13 . �12 SCALE: 1/4" = V-0" METAL WALL PANELS - PAINTED FINISH TOV FINAL REVIEW 6.10.13 STANDING SEAM METAL ROOF - PAINTED FLAT FINISH GENERAL NOTES: 1) ALL WINDOWS AND EXTERIOR DOORS CLAD WOOD 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO BE PAINTED METAL 3) DIMENSIONED WALL OPENINGS ARE NOMINAL, WINDOW REP. TO FIELD VERIFY ALL OPENINGS. 4) EXTEND FOUNDATION WATERPROOF MEMBRANE UP WALL 24" MINIMUM ABOVE GRADE 2013 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 1/4 "= Y-0" 5) EXTERIOR LOUVERS/VENTS TO BE PAINTED TO MATCH ADJACENT FINISH 6) ALL VENT STACKS TO BE PAINTED TO MATCH ROOF COLOR DRAWN: MDS PROJECT A- 130303 SHEET TITLE: ELEVATIONS Approved by the Design Review Board TOWN OF VAILA By Warren Campbell at 8:07 am, Jul 09, 2013 A3mO2 c�v E � N 3t ❑ � L Q+ U i E 1 H G A4.04 1 F A4.03 E D C B A i7 L U m ❑ Y7 dJ _ cc 0 RIDGE EL: 8346'-51/2" — — — — — — — — w '5 ] 12 3 12 a 3 13 I I I I I I I Uj 31 I I I 29 I 3 I 12 Uj 3 D 28 O UPPER LEVEL EL: 8331' -0" — — 2A- O — — 32 10 213 � H O 0 140x100 W � 214 box 80 211b \ O O J V box 8 J J > > MAIN LEVEL � EL: 8321' -0" GARAGE LEVEL — — _ — — — _ — 7 / f _ _ N O Z Q OIL EL: 8320'-6" , J O 80x 90 r I I I I I I I I OIL LOWER LEVEL EL: 8310'-6" — — — — — — — — — — — — I I I I I I I I REGIONAL STONE VENEER 6" HORIZONTAL WOOD SIDING - CLEAR CEDAR WITH SEMI - TRANSPARENT STAIN ISSUED FOR. DATE: SCHEMATIC DESIGN 5.1.13 E L E VAT I O N CLEAR WOOD I C DAR WHSEMI- SEMI-TRANSPARENT STAIN CONCEPTUAL REVIEW 6.SOUTH A3.03 SCALE: 1/4" = 1 1 -011 ¢� METAL WALL PANELS - PAINTED FINISH TOV FINAL REVIEW 6.10.1 3 5❑ STANDING SEAM METAL ROOF - PAINTED FLAT FINISH GENERAL NOTES: 1) ALL WINDOWS AND EXTERIOR DOORS CLAD WOOD 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO BE PAINTED METAL 3) DIMENSIONED WALL OPENINGS ARE NOMINAL. WINDOW REP. TO FIELD VERIFY ALL OPENINGS. 4) EXTEND FOUNDATION WATERPROOF MEMBRANE UP WALL 24" MINIMUM ABOVE GRADE 2013 MICHAEL SUMAN ARCHITECT, LLC. © ALL RIGHTS RESERVED. SCALE: 1/4 "= Y -0" 5) EXTERIOR LOUVERS /VENTS TO BE PAINTED TO MATCH ADJACENT FINISH 6) ALL VENT STACKS TO BE PAINTED TO MATCH ROOF COLOR DRAWN: MDS PROJECT A 130303 SHEET TITLE: ELEVATIONS Approved by the Design Review Board TOWN OF VA I L 1 By Warren Campbell at 8 :08 am, Jul 09, 2013 ■ c�v E � N 3t ❑ � L Q+ U i E O O 3 1 A4.02 O A4.01 5 6 A4.04 O $ U a LO RIDGE Y EL: 8346' -5 1/2" — — — — — — — - U I I I I 5❑ I I I . Uj 40 42 39 I F-1 I 36 I Fil I • 5❑ 3 46 Uj Z 10 UPPER LEVEL EL: 8331' -0" O38 45 : G T • 205b 43 3 0 47 6 47 O a LLI W (3 O J \ \ a J Q J V 3 ,f J j ; � Y. OIL MAIN LEVEL EL: 8321' -0" — — — — — — — — — — — — — — — — — — N Q Z GARAGELEVEL EL: 8320'-6" I I I I I I I H m Q Q I I I I I I I J OL LOWER LEVEL I I I I I I I I REGIONAL STONE VENEER 6" HORIZONTAL WOOD SIDING - CLEAR CEDAR WITH SEMI - TRANSPARENT STAIN ISSUED FOR. DATE: SCHEMATIC DESIGN 5.1.13 EAST ELEVATION 12" HORIZONTAL CLEAR CEDAR WITHOSOEMI- SEMI-TRANSPARENT SPARENT STAIN CONCEPTUAL REVIEW 6.10.1 A3.04 SCALE: 1/4" _ 1'-0" � METAL WALL PANELS - PAINTED FINISH TOV FINAL REVIEW 6.10.13 5❑ STANDING SEAM METAL ROOF - PAINTED FLAT FINISH GENERAL NOTES: 1) ALL WINDOWS AND EXTERIOR DOORS CLAD WOOD 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO BE PAINTED METAL 3) DIMENSIONED WALL OPENINGS ARE NOMINAL. WINDOW REP. TO FIELD VERIFY ALL OPENINGS. 4) EXTEND FOUNDATION WATERPROOF MEMBRANE UP WALL 24" MINIMUM ABOVE GRADE 2013 MICHAEL SUMAN ARCHITECT, LLC. © ALL RIGHTS RESERVED. 5) EXTERIOR LOUVERS /VENTS TO BE PAINTED TO MATCH ADJACENT FINISH 6) ALL VENT STACKS TO BE PAINTED TO MATCH ROOF COLOR SCALE: 1/4 "= Y -0" DRAWN: MDS Approved by the PROJECT A 130303 SHEET TITLE: ELEVATIONS Design Review Board 9VAIL"By TOWN OF Warren Campbell at 8 :08 am, Jul 09, 2013 A3,uO4 A B O O O A4.03 F A4,04 C O RIDGE EL: 8346-5 1/2" 2' -0" 2' -0, I I I I EXCERCISE/ ° SITTING 305 I II UPPER LEVEL c? Y EL: 8331' -0" — — — — �_ 1 0 __ = = ASTER MASTER ENTRY DEN BATHROOM / CLOSET = _ _ _ HALL ROOM ° ao 210 209 — — 208 207 OIL MAIN LEVEL EL: 8321'-0" d <° _ — — — — OL GARAGE LEVEL C — — — EL: 8320' -6" 0&(000' °a d . . i° co L — LOWER LEVEL EL: 8310' -6" — — — — — OI ° J L o� SECTION �01SCALE: 1/4" = 1' -0" Approved by the Design Review Board TOWN OF CIA + L By Warren Campbell at 8 :08 am, Jul 09, 2013 c�v E � U N 3t ❑ � L Q+ U i r� C H L U E ql a 3 ❑ �] L0 U � dJ _ 00 a.- 0 W U cn ] LLI LLI li H O r a W O J i O v � J .j a > LL. N Q v Z 0 3 m � r O J ISSUED FOR: DATE: STORAGE 101 5.1.13 BEDROOM ONE : 102 6.5.13 TOV FINAL REVIEW 6.10.13 o; c�v E � U N 3t ❑ � L Q+ U i r� C H L U E ql a 3 ❑ �] L0 U � dJ _ 00 a.- 0 W U cn ] LLI LLI li H O r a W O J i O v � J .j a > LL. N Q v Z 0 3 m � r O J ISSUED FOR: DATE: SCHEMATIC DESIGN 5.1.13 CONCEPTUAL REVIEW 6.5.13 TOV FINAL REVIEW 6.10.13 L2013 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 114" = 1'-0" DRAWN: MDS PROJECT A- 1303 SHEET TITLE: SECTIONS A4.01 c�v E � U N 3t ❑ � L Q+ U i E i7 L U_ OB C O O A4103 A4.04 O O E a LO cc U OIL RIDGE EL: 8346'-5 1/2" — — — — — — — — — — w y I I I I I Uj / Uj 2' -0° 2' -0" O z UPPER LEVEL J _ _ H O LLIT LLI 0 o MASTER LIVING' DINING J BEDROOM ROOM ROOM KITCHEN a 211 L 213 214 216 > N. MAIN LEVEL OIL EL: 8321' -0" \ — _ ° ^ _ _ N Z v OIL GARAGE LEVEL EL: 8320'-6" �a O O m F POW ERA FAMILY p ° ROOM 10 ROOM F 105 1 o; J j / OIL LOWER LEVEL EL: 8310' -6" (L J Q:. I I I I I I a °° OJI ISSUED FOR. DATE: SCHEMATIC DESIGN 5.1.13 CONCEPTUAL REVIEW 6.5.13 TOV FINAL REVIEW 6.10.13 SECTION �11SCALE: 1/4" = V -0" ©2013 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 1/4 "= 1' -0" DRAWN: MDS PROJECT A- 1303 SHEET TITLE: SECTIONS Approved by the Design Review Board 41ff TOWN OF UAL f L By Warren Campbell at 8 :08 am, Jul 09, 2013 c�v E � U � N R � 3t ❑ R L Q+ U i E i7 L U_ O ' A4.04 6 O A4.01 O A4.02 O O O E ql U uc cc 0 RIDGE Y EL: 8346'-51/2" — _ — — — — — — — — — w U ] El Uj UPPER \� HALL 301 Uj / Z OIL UPPER LEVEL EL: 8331' -0" • LL _ LU o TRY ENTRY R HALL - LIVING LIVING ROOM TERRACE j O V 00 _ > 208 213 ] F21-71 J MAIN LEVEL EL: 8321'-0" — — — — — — — — — — — — — Z GARAGE LEVEL EL: 8320'-6" 3 O 0 j F BEAM m ., 40� a RE: STRUCTURE (L J O STORAGE FAMILY BEDROOM ROOM TWO J 101 I F105 F110 OIL LOWER LEVEL Y EL: 8310' -6" '0C U) L L ox ISSUED FOR: DATE: SCHEMATIC DESIGN 5.1.13 CONCEPTUAL REVIEW 6.5.13 TOV FINAL REVIEW 6.10.13 SECTION �13SCALE 1/4" = 1' -0" ©2013 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 1/4 "= 1' -0" DRAWN: MDS PROJECT A- 1303 SHEET TITLE: SECTIONS Approved by the Design Review Board TOWN OF VAI L By Warren Campbell at 8 :08 am, Jul 09, 2013 A4E GRID GRID GRID Approved by the 5Y!2' 5%2' Design Review Board TOWN OF VA I L - By Warren Campbell at 8:09 am, Jul 09, 2013 \ �,.' SIDING 2 -11x6 HORIZONTAL CLEAR SHIPLAP BUILDING PAPER SIDING 3 -1 x12 HORIZONTAL SHIPLAP SIDING WITH 2' REVEALS - SEMI- TRANSPARENT :` O SIDING WITH i" REVEALS -HEAVY BODIED:. STAIN. FACE NAILING ROWS TO ALIGN BOTH STAIN. FACE NAILING ROWS TO ALIGN BOTH HORIZONTALLY AND VERTICALLY z' EXTERIOR SHEATHING HORIZONTALLY AND VERTICALLY 6 MIL POLYETHYLENE I•. I;, �� �� / Q ,.. • I r SIDING 3- PAINTED METAL VAPOR DIFFUSION RETARDER � \ , a. ;,- DRAIN BOARD OVER / � .-I � PANELS WITH FLAT LOCK JOINTS. SEE ELEVATIONS FOR 8" GYPSUM BOARD " TYVEK HOUSEWRAP (WRB) TYVEK HOUSEWRAP (WRB) JOINT LAYOUTS BLACK BUILDING PAPER I STONE VENEER !! //, i . I 6 MIL POLYETHYLENE VAPOR DIFFUSION W FLUSH MORTAR JOINTS / / I I O VAPOR DIFFUSION � �s METAL WINDOW 2x6 EXTERIOR FRAME VAPOR DIFFUSION RETARDER /O/ RETARDER FLASHING WITH DRIP EDGE WALL WITH INSULATION 2' EXTERIOR SHEATHING ': RETARDER:,. 5" ,. 5.' �. a GYPSUM BOARD F a GYPSUM BOARD 5 /$' GYPSUM BOARD WINDOW HEADER -SEE STRUCTURAL FOR DETAILS ' METAL WINDOW ' : 2x6 EXTERIOR FRAME 2' EXTERIOR SHEATHING ; 2x6 EXTERIOR FRAME 2x6 EXTERIOR FRAME o �- 2x4 WINDOW SILL TRIM- FLASHING WITH HEMMED DRIP EDGE ' ' WALL WITH INSULATION ` WALL WITH INSULATION / / WALL WITH INSULATION w SEMI - TRANSPARENT STAIN DRYWALL RETURN \ WINDOW HEADER METAL WINDOW FLASHING WITH HEMMED WINDOW HEADER /// z / -SEE :: -SEE / / STRUCTURAL FOR DETAILS DRIP EDGE 1'. L,� • STRUCTURAL FOR DETAILS / O O / WINDOW HEADER -SEE ry rn � 2x6 WINDOW HEAD TRIM- *'� � INTERIOR WINDOW TRIM I ;:;: // STRUCTURAL FOR DETAILS WINDOW UNIT SEMI - TRANSPARENT STAIN / `. �� WITH MITERED CORNERS 2x4 WINDOW HEAD TRIM- ;' STEEL ANGLE LINTEL TO -SHOP \ SEMI - TRANSPARENT STAIN t:.• PRIMED AND TENEMIC PAINTED JAMB LINE BEYOND DRYWALL RETURN DRYWALL RETURN TO MATCH STONE. SEE STRUCTURAL FOR DETAILS / SEALANT AND BACKER SEALANT AND BACKER .. DRYWALL RETURN AROUND PERIMETER AROUND PERIMETER METAL WINDOW OF WINDOW UNIT AT WINDOW UNIT OF WINDOW UNIT AT FLASHING WITH HEMMED Q HEAD DETAIL STUCCO SIDING HEAD AND JAMBS HEAD AND JAMBS � DRIP EDGE WINDOW UNIT WINDOW UNIT A5.1 SCALE: 3° = 1' -0" s� JAMB LINE BEYOND � JAMB LINE BEYOND 5� SEALANT AND BACKER � JAMB LINE BEYOND AROUND PERIMETER OF WINDOW 7 HEAD DETAIL L RGE HORIZ. SIDING 4 HEAD DETAIL S ALL HORIZ. SIDING UNIT AT HEAD AND JAMBS BUILDING PAPER A5.01 SCALE. 3" = V -0" A5.01 SCALE: 3" = V -0" STONE JAMB LINE BEYOND 52' 5'/2' HEAD DETAIL STONE WALL W 2 EXTERIOR SHEATHING A5.01 SCALE: 3" - 1' -0" 6 MIL POLYETHYLENE SIDING 3- PAINTED METAL VAPOR DIFFUSION RETARDER 2' EXTERIOR SHEATHING TYVEK HOUSEWRAP (WRB) , ,:• Z PANELS WITH FLAT LOCK 2' EXTERIOR SHEATHING J JOINTS. SEE ELEVATIONS FOR 8" GYPSUM BOARD ;•:: 6 MIL POLYETHYLENE VAPOR DIFFUSION L� — JOINT LAYOUTS .. VAPOR DIFFUSION :' . RETARDER SEALANT AND BACKER RETARDER j..° AROUND PERIMETER F 0 ' OF WINDOW UNIT AT WINDOW UNIT 0 GRACE SELF - ADHERED I 5' GYPSUM BOARD g GRACE SELF - ADHERED �' �• S" GYPSUM BOARD a HEAD AND JAMBS r Q cc FLASHING ;. FLASHING I ' SILL LINE BELOW W :., STONE SILL LINE BELOW — a GRACE SELF - ADHERED !t': SIDING 2 -1 x6 HORIZONTAL CLEAR SHIPLAP J 0 ' 2x6 EXTERIOR FRAME FLASHING SIDING WITH 2' REVEALS - SEMI - TRANSPARENT .. 2x6 EXTERIOR FRAME V WALL WITH INSULATION BLACK BUILDING PAPER ;' "'- STAIN. FACE NAILING ROWS TO ALIGN BOTH WALL WITH INSULATION DRYWALL WINDOW RETURN > J HORIZONTALLY AND VERTICALLY'. 2x6 EXTERIOR FRAME LL. 2x4 WINDOW SILL TRIM- SEMI - TRANSPARENT STAIN WALL WITH INSULATION 2x4 WINDOW JAMB TRIM- STONE VENEER " DRYWALL RETURN .''. ;• SEMI - TRANSPARENT STAIN O/ ., W/ FLUSH MORTAR JOINTS / / ci Z . 3 2x6 EXTERIOR FRAME 0 0 2x6 WINDOW JAMB TRIM- I'<'. / I..: �� WALL WITH INSULATION m WINDOW UNIT SEMI - TRANSPARENT STAIN '�'�� � DRYWALL RETURN �• � � DRYWALL RETURN SEALANT AND BACKER O� r AROUND PERIMETER SEALANT AND BACKER SEALANT AND BACKER DRAIN BOARD OVER 0 OF WINDOW UNIT AT AROUND PERIMETER WINDOW UNIT AROUND PERIMETER WINDOW UNIT TYVEK HOUSEWRAP (WRB) / / %8' GYPSUM BOARD HEAD AND JAMBS OF WINDOW UNIT AT OF WINDOW UNIT AT O HEAD AND JAMBS HEAD AND JAMBS SILL LINE BELOW VAPOR DIFFUSION RETARDER JAMB DETAIL STUCCO SIDING A5.1 SCALE: 3" = 1' -0" $ JAMB DETAIL LARGE HORIZ. SIDING 5 JAMB DETAIL SMALL HORIZ. SIDING JAMB DETAIL TONE WALL 2 FEE A5.01 SCALE. 3" = V -0" A5.01 SCALE: 3" = V -0" A5.01 SCALE: 3" = V -0" FLEXIBLE PAN FLASHING AT FRONTJOP, AND BACK OF SILL. JAMB LINE BEYOND CARRY UP JAMB WALLS JAMB LINE BEYOND b" MINIMUM. PAN FLASHING AT FRONTJOP, PAN FLASHING AT FRONTJOP, FLEXIBLE PAN FLASHING AT JAMB LINE BEYOND AND BACK OF SILL. CARRY WINDOW UNIT AND BACK OF SILL. CARRY WINDOW UNIT WINDOW UNIT FRONTJOP, AND UP JAMB WALLS 6" MINIMUM. DRYWALL RETURN UP JAMB WALLS 6" MINIMUM. BACK OF SILL. CARRY UP JAMB WALLS 6" MINIMUM. ISSUED FOR: DATE: NAILING FIN -TYP. 1 X WD. SILL TRIM NAILING FIN -TYP. 1 x WD. SILL TRIM 1 X WD. SILL TRIM WINDOW UNIT SCHEMATIC DESIGN 5.1.13 L•.. i STONE JAMB LINE BEYOND — � 1X4 WD. SILL APRON TRIM 1X4 WD. SILL APRON TRIM NAILING FIN -TYP. i. 1 X4 WD. SILL APRON TRIM CONCEPTUAL REVIEW 6.5.13 FLUSH W/ SILL TRIM ABOVE FLUSH W/ SILL TRIM ABOVE •. FLUSH W/ SILL TRIM ABOVE 1 X WD. SILL TRIM TOV FINAL REVIEW 6.10.13 2x6 WINDOW SILL TRIM- 2x4 WINDOW SILL TRIM- 2x4 WINDOW SILL TRIM- SEMI STAIN SEMI - TRANSPARENT STAIN SEMI - TRANSPARENT STAIN I.: 4 SILL STONE SLOPED I / O / I. (` -' 1 X4 WD. SILL APRON TRIM - TRANSPARENT •.. FOR POSITIVE DRAINAGE � - ;•.'� FLUSH W/ SILL TRIM ABOVE I. GRACE SELF - ADHERED FLASHING 2x6 EXTERIOR FRAME 2x6 EXTERIOR FRAME GRACE SELF - ADHERED FLASHING ', 2x6 EXTERIOR FRAME / WALL WITH INSULATION WALL WITH INSULATION WALL WITH INSULATION SIDING 3- PAINTED METAL GRACE SELF - ADHERED $ STONE VENEER < PANELS WITH FLAT LOCK s„ s GYPSUM BOARD FLASHING s„ s GYPSUM BOARD �., s„ g GYPSUM BOARD W/ FLUSH MORTAR JOINTS 2x6 EXTERIOR FRAME C 2013 MICHAEL SUMAN ARCHITECT, LLC. O ALL RIGHTS RESERVED. JOINTS. SEE ELEVATIONS FOR WALL WITH INSULATION SCALE: 3 "= 1' 0" JOINT LAYOUTS BLACK BUILDING PAPER I. AT SIM. EXTEND WATERPROOF MEMBRANE TO UNDERSIDE %8' GYPSUM BOARD DRAWN: MDS 6 MIL POLYETHYLENE 6 MIL POLYETHYLENE TYVEK HOUSEWRAP (WRB) : VAPOR DIFFUSION OF WINDOW SILL //' " BUILDING PAPER VAPOR DIFFUSION VAPOR DIFFUSION RETARDER HOME SLICKER 10 RAINSCREEN VAPOR DIFFUSION PROJECT #: 1303 �� RETARDER RETARDER OVER TYVEK HOUSEWRAP (WRB) RETARDER 5Y2' SIDING 3 -1x12 HORIZONTAL SHIPLAP 5y2' SY2' SHEET TITLE: WINDOW DETAILS SIDING WITH 2' REVEALS - HEAVY BODIED SIDING 2 -1x6 HORIZONTAL CLEAR SHIPLAP :. STAIN. FACE NAILING ROWS TO ALIGN BOTH ~ $ HORIZONTALLY AND VERTICALLY SSTTAIN. !' (•• SILL DETAIL STONE WALL FACE HORIZONTALLY NAILING ROWS TO ALIGN OTH AND VERTICALLY 3 A5.01 SCALE: 3" = 1' -0" 12 SILL DETAIL STUCCO SIDING 9 SILL DETAIL LARGE HORIZ. SIDING 6 SILL DETAIL SMALL HORIZ. SIDING 5s A5.1 SCALE: 3" = 1 ' -0" A5.01 SCALE: 3" = 1' -0" A5.01 SCALE. 3" = V -0" GRID HEAVY DUTY OVERHEAD DOOR SYSTEM a PERIMETER TRIM WOOD SIDING WITH SEALANT AND BACKER AROUND PERIMETER SEMI - TRANSPARENT FINISH � � r OF WINDOW UNIT AT HEAD AND JAMBS INTERIOR WINDOW TRIM a' 2x WOOD TRIM - SEMI - TRANSPARENT STAIN Q FRAMING PACK - M `� „U RE: STRUCTURE CIO 2 SHEATHING -TYP. VAPOR DIFFUSION 5Y2' CIS GRACE SELF - ADHERED RETARDER FLASHING Y4 EDGE JAMB Z WINDOW UNIT Z Q DETAIL VERTICAL WOOD DIVIDE HEAVY DUTY OVERHEAD 3 DOOR SYSTEM A5.02 SCALE: 3" = V -0" WOOD SIDING WITH SEALANT AND BACKER AROUND PERIMETER SEMI - TRANSPARENT FINISH. SEE ELEVATIONS FOR TYPE Uj OF WINDOW UNIT AT HEAD AND JAMBS - TYP. INTERIOR WINDOW TRIM GRACE SELF - ADHERED 6 2 a PERIMETER TRIM FLASHING FRAMING PACK - 2' SHEATHING -TYP. 6 2 RE: STRUCTURE VAPOR DIFFUSION lx BLOCKING WITH I 6 2 RETARDER CONTINUOUS BREAK METAL PANEL WRAP TO MATCH WINDOW _ WEATHER STRIP AT 1%4" BOTTOM OF DOOR Z CLADDING DETAIL GARAGE DOOR " WINDOW UNIT A5.02 SCALE: 3" = V -0" M Q TIE a 532' a W 0 4 DETAIL VERTICAL METAL DIVIDE j A5.02 SCALE: 3" = V -0" VAPOR DIFFUSION J SEALANT AND BACKER RETARDER j — AROUND PERIMETER '01 ci a 44 OF WINDOW UNIT AT DRYWALL RETURN > HEAD AND JAMBS N 0 0 V 6 3 2 SHEATHING -TYP. 2 0 J H VAPOR DIFFUSION m SEALANT AND BACKER RETARDER 6 \ 2_ AROUND PERIMETER �_ r OF WINDOW UNIT AT lx INTERIOR CORNER GRACE SELF - ADHERED 61 N HEAD AND JAMBS WINDOW TRIM FLASHING 2 0 J SHEATHING -TYP. 2 2x TRIM CORNER TRIM - O MATCH ADJACENT SIDING WINDOW UNIT Lu Q FINISH w 2 DETAIL CORNER WINDOWS IN WD 2 GRACE SELF - ADHERED 2 ' A5.02 SCALE: 3" = 1' -0" FEE FLASHING \ lx BLOCKING WITH ch CONTINUOUS BREAK VARIES WINDOW UNIT METAL CORNER WRAP PER PLANS TO MATCH WINDOW CLADDING 5 DETAIL CORNER WINDOWS ISSUED FOR: DATE: A5.02 SCALE: 3" = 1' -0" SCHEMATIC DESIGN 5.1.13 CONCEPTUAL REVIEW 6.5.13 TOV FINAL REVIEW 6.10.13 ©2013 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 3" = V_0" DRAWN: MDS PROJECT A' 1303 SHEET TITLE: WINDOW DETAILS Approved by the Design Review Board TO WN 0 f VA I'L A By Warren Campbell at 8:09 am, Jul 09, 2013 ■ 02 WALL- CONCRETE FOUNDATION WALL - 2X6 WALL WITH SEE STRUCTURAL FOR DETAILS INSULATION AMERICAN HYDROTECH 6125, 2x WOOD FRAME FURRING WALL Q :' WHERE SHOWN IN PLAN - MIN. R -9 EXTERIOR SHEATHING 180 MILS, UNREINFORCED 1 1 1 1 1" CONTINUOUS POLYSTYRENE (EXCEPT AT TRANSITIONS, JOINTS, ETC) AT ALL R -3 OVER CONC. WALL. TYVEK HOUSEWRAP (WRB) TO LAP OVER WATERPROOF BELOW GRADE FOUNDATION WALLS zi ALL INSULATION SEAMS TO BE TAPED. MEMBRANE NO VAPOR RETARDER AT INTERIOR EXTERIOR CLADDING i i i i i i SIDE OF FOUNDATION WALLS -SEE ELEVATIONS PRESSURE TREATED - STEEL 2" DIA. PIPE HANDRAIL WITH HAMMERED BRONZE FINISH GYPSUM BOARD OVER 6 MIL BOTTOM PLATE TAPERED RIGID INSULATION POLYETHYLENE VAPOR RETARDER -SEAL AT EDGE AND s MAR -FLEX 2/8' DRAIN AND DRY BOARD (R -10) Q ISOLATION JOINT �- 1 "xl" STEEL BAR HANDRAIL LO PENETRATIONS �" i o SUPPORT FINISH WELDED TO HANDRAIL AND GUARDRAIL TOP RAIL 3/2 PAINTED METAL FLASHING _i iicrc i Q 0 1 %2' LIGHTWEIGHT CONTINUOUS 2' x 3 Y STEEL BAR TOP RAIL FINISH WELDED TO BACKER ROD AND SEALANT " \\% C CONC. WITH HYDRONIC y STEEL VERTICAL SUPPORTS 4 Q HEAT TUBING v I C C a i ii CONC. SLAB ON L / FILTER FABRIC Q GRADE ® 4" SLAB STONE WALL Q / CAP � ii CONCRETE FOOTING - r- � I / SEE STRUCTURAL FOR DETAILS COARSE GRAVEL w _� _ _� �C �� ��� DRYSTACK NATURAL Q . �, \% \% Z 0 3 ,� STONE VENEER DRAIN BOARD OVER cq COMBINATION STEEL AND WOOD I I � TYVEK HOUSEWRAP (WRB) _ 4 INCH PERFORATED ���� � Q 4" GRAVEL DRAINAGE LAYER NEWEL POSTS PER ELEVATIONS. SEE DRAIN PIPE ` ��` ��` �C� �C Q 10 -MIL POLYETHYLENE VAPOR SECTION FOR DETAILS. I I co y y Q � /" SQUARE BAR 4 SECTIO DETAIL VENEER CAP DIFFUSION RETARDER. TURN UP STEEL RAILS END WELDED TO STEEL A6.01 SCALE: 3" = V -0" ��� ��� �C �C� �C� �C� INSIDE OF WALLS AND SEAL TO WALLS. SEAL ALL LAPS AND PENETRATIONS. NEWEL POST PLATES. MAXIMUM 4%2 O.C. I I I ( )�( ?��( 1;��( 1��(��( Q 2" CONTINUOUS RIGID INSULATION (R -15) Uj UNDER SLAB TAPERED TO 1" AT END CONCRETE FOOTING- RADIANT HEAT LOOPS IN a GYPSUM BOARD OVER SEE STRUCTURAL FOR DETAILS I MORTAR BED. VAPOR RETARDER- MORTAR SET STONE PAVING SEAL AT EDGE AND i TYPICAL DETAIL FN DTN WITH %$" PER FOOT SLOPE TO INTERIOR DECK DRAINS PENETRATIONS i A6.01 SCALE: 3" = V -0" DRAINAGE MAT 2x6 WALL WITH Uj 5 INSULATION I PROTECTION BOARD I A6.01 EXTERIOR SHEATHING Z CAP SHEET TYVEK HOUSEWRAP WRB ( ) i SANDSTONE PAVING AT TREADS AND RISERS / Q J — COPPER METAL COLLAR AROUND — FABRIC REINFORCING SHEET i i / POSTS TYP. ® WATERPROOF MEMBRANE WOOD SIDING 1 OR 2. SEE ELEVATIONS FOR i � MORTAR SETTING BED WITH HEAT LOOPS f C CARRY UP ALL PERIMETER EDGES I AND OVER TOP OF CURB. LOCATIONS i :.:..:... i 2 °. °; _ W Uj Q 0 PAINTED METAL FLASHING CAP WITH HEMMED EDGE SLOPE 6 . ; NOTE: \ 2 n E SPECS AND DETAILS FOR > J /2 / ADDITIONAL WATERPROOFING J FLEXIBLE FLASHING CARRY UP o ;> e i 2 � / w z : Q INFORMATION Q a ALL PERIMETER EDGES AND OVER TOP OF CURB AND AROUND — — — — — — — — — — ° ° ° w `�' d ; O z >0 {6 BASE OF GUARDRAIL ALUMINUM CORNER REVEAL -� - - -- ------------------------------------ - - - - -- SEE PLANS �'.a N RIPPED DOWN SLEEPERS WITH MILL FINISH. SUBMIT SAMPLE FOR APPROVAL °.�. ° °` Q Z FOR $' PER FOOT SLOPE FROM DECK EDGES TO INTERIOR DECK DRAINS m iH STRUCTURAL FLOOR DECKING. RE: STRUCTURE a 5 BUILDIN CORNER DETAIL WOOD SIDING a / - � r A6.01 SCALE: 3" = 1' -01, n 2x FASCIA BOARD(HEIGHT 6 CONCRETE SLAB ON J VARIES PER STRUCTURE AT EACH DECK)- FINISH TO 4 GRADE 2" RIGID INSULATION MATCH FASCIA TRIM RE: STRUCTURE UNDER SLAB ON 4" GRAVEL DRAINAGE LAYER FLOOR JOISTS WITH INSULATION - SEE STRUCTURAL FOR DETAILS SUB - FASCIA i INTERIOR WOOD — — — — JAMB BEYOND Q O 1 x6 T &G WOOD DECKING- \ %✓ ENTRY DOOR DLETAI�L STAIRS ON GRADE BUTT JOINTED EXTERIOR WOOD A o1 JAMB BEYOND 7 DETAIL DECK GUARDRAIL WOOD DOOR A6.01 SCALE: 3" = 1' -0" STOP BEYOND AUTOMATIC DOOR GASKET 4" SLAB STONE WALL CAP ISSUED FOR: DATE: 3 „ /4 INTERIOR FLOOR FOR WEATHER SEAL ALONG / / SCHEMATIC DESIGN 5.1.13 BOTTOM LENGTH OF DOOR FINISH % HONED STONE SLAB THRESHOLD FOR PROPER CONCEPTUAL REVIEW 6.5.13 TOV FINAL REVIEW 6.10.13 SEAL OF GASKET EXTERIOR LANDING / STEEL CHANNEL BELOW \�A \� \� \ \ \� �� \� \ \� SANDSTONE FINISH WITH RADIANT SNOW III s 3%2' BLOCKING AT COPPER COLLAR BELOW I O a Qa a MELT LOOPS IN MORTAR WATERPROOF BED. SLOPED AWAY FROM MEMBRANE / 3x3 WOOD FINISHING BLOCKING 4 4d I d . THRESHOLD 8 PER FOOT X" BETWEEN STEEL PLATES. ATTACHED HOT FLUID APPLIED zi TO PLATES WITH COUNTER -SUNK FASTENERS. 4 INTERIOR Ll a WATERPROOFING. CARRY UP AND / y2' %2 x 3 2' VERTICAL STEEL PLATES FINISH WELDED TO TOP RAIL AND STEEL CHANNEL BELOW. STONE d 4 d Q FINISH ON 4 4 4 . OVER FOUNDATION DRAIN BOARD OVER EXTERIOR CONC. SLAB WATERPROOFING /// � 2013 MICHAEL SUMAN ARCHITECT, LLC. oc ALL RIGHTS RESERVED. RADIANT FLOOR RE: STRUCT FOR DETAILS / / SCALE: 3 "= V_0" %" SQUARE BAR STEEL RAILS END WELDED TO STEEL HEAT LOOS IN MORTAR BED SIDING 1 - DRYSTACK CONC. FOUNDATION STONE VENEER ATTACHED DRAWN: MDS NEWEL POST PLATES AND PICKETS. TO WALL WITH METAL TIES. / Q WALL MAXIMUM 4%2 O.C. VERICALLY. PROVIDE WEEP HOLES ALONG " Q PROJECT A- 1303 LOWEST POINT OF SYSTEM / SHEET TITLE: EXTERIOR DETAILS 8 DETAIL BUILT -UP NEWEL POST 6 DETAIL ENTRY DOOR THRESHOLD coNCwALL- A6.01 SCALE: 3" = 1' -0" A6.01 SCALE: 3" = 1' -0" SEE STRUCTURAL FOR DETAILS Approved by the 6,u 0 1 Design Review Board 3 SECTION DETAIL EXTERIOR WALL TOWN OF Vp + L By Warren Campbell at 8:09 am, Jul 09, 2013 A6.01 SCALE: 3" = V -0° GRID REFER TO ROOF PLAN BLOCKING BETWEEN 12 EAVE FRAMING 3 1" DIA. PAINTED METAL SNOW FENCE BAR W/ SEAM CLIP RE: MANUFACTURER O STANDING SEAM METAL ROOF - PAINTED ` FLAT FINISH w � ` ` o o GRACE ICE AND WATER SHIELD i PLYWOOD ROOF DECKING. ` I � ` RE: STRUCTURE L I � � I � � I I I w PAINTED METAL EAVE FLASHING I / WITH DRIP EDGE o r- IE I / o0 Z D I 8 \ i PAINTED METAL GUTTER a "' I REFER TO ROOF PLAN I I 2 2x8 FASCIA TRIM- 'I NATURAL SUNBURNT FINISH SEE RCPS FOR CEILING :: A 2 I 6 FINISH AND LOCATIONS j i 72 Uj 12 . I 6 I :_;i i I 2x12 SUB - FASCIA TRIM - NATURAL SUNBURNT FINISH 2x6 EXTERIOR FRAME WALL WITH INSULATION 2 Uj %2" EXTERIOR SHEATHING BUILDING PAPER EAVE FRAMING SEE STRUCTURAL FOR DETAILS Z 5 /8' GYPSUM BOARD OVER , j i J VAPOR RETARDER - .i I SEAL AT EDGE AND i EXPOSED T &G WD. LL - PENETRATIONS j i DECKING W/ BUTT JOINTS = ch I �•`� I �� SEE ELEVATIONS r a FOR DETAILS ON Uj j EXTERIOR WALL FINISH a AND LOCATIONS J Q V STANDING SEAM METAL ROOF - PAINTED > FLAT FINISH J GRID J GRACE ICE AND WATER SHIELD ; ; PLYWOOD ROOF DECKING. {6 REFER TO ROOF PLAN RE: STRUCTURE 3 DETAIL a TYPICAL EAVE Z v A6.02 SCALE: 3.. = 1' -0" C ----------------- - - - - -- PAINTED METAL EAVE FLASHING WITH DRIP EDGE f m F 0� - I i� T CLOSED CELL SPRAY FOAM INSULATION Q AT UNDER SIDE OF ROOF DECKING J I I I I I I 8 I 2 2x8 FASCIA TRIM - NATURAL SUNBURNT FINISH I I I EAVE FRAMING SEE STRUCTURAL FOR DETAILS 12 i i i RIM BOARD g 5 /8' GYPSUM BOARD OVER I VAPOR RETARDER- SEAL AT EDGE AND 2x12 SUB - FASCIA TRIM- PENETRATIONS i NATURAL SUNBURNT FINISH 6 2 2 2x6 WALL WITH ISSUED FOR: DATE: I I INSULATION 6 2x6 EXTERIOR FRAME 2 SEE RCPS FOR CEILING I WALL WITH INSULATION I 2' EXTERIOR SHEATHING SCHEMATIC DESIGN 5.1.13 CONCEPTUAL REVIEW 6.5.13 FINISH AND LOCATIONS :.� i I EXPOSED T &G WD. DECKING W/ BUTT JOINTS TYVEK HOUSEWRAP (WRB) TOV FINAL REVIEW 6.10.13 %2' EXTERIOR SHEATHING ".•i I I BUILDING PAPER COPPER WALL PANELS WITH NATURAL PATINA SEE ELEVATIONS FINISH -SEE ELEVATIONS FOR DETAILS ON FOR HORIZONTAL 2 EXTERIOR WALL FINISH 1j i I !„ " 2x2 „ REVEAL AND LOCATIONS a I JOINT LOCATIONS %$' GYPSUM BOARD OVER 6 6 j i VAPOR RETARDER - 2 SEAL AT EDGE AND 6 i I PENETRATIONS HORIZONTAL COPPER PANELS TO 2 2013 MICHAEL SUMAN ARCHITECT, LLC. C WRAP CORNERS TO VERTICAL JOINTS AS SHOWN ON ELEVATIONS. HORIZONTAL REVEAL ALL RIGHTS RESERVED. JOINTS TO CONTINUE AROUND CORNER SCALE: 3” = V-0" DRAWN: MDS 2 DETAIL TYPICAL RAKING EAVE CORNER DETAIL a COPPER WALL PANELS A6.02 SCALE: 3" = V -0" A6.02 SCALE: 3" = 1' -0" PROJECT #: 1303 SHEET TITLE: EXTERIOR DETAILS Approved by the TOWN OF VAI L Design Review Board By Warren Campbell at 8:08 am, Jul 09, 2013 I ■ L c�v E � U � N (ti � � L Q+ � D 0 U_ E LO NO dJ _ M Q W N =_ { 0 - LLI LAUN. ROOM F PWDR CLOSET_ F 106 F F ROOM TWO \ / 109 a GFI \ GFI MECH 108 I �� ROOM i i O ?�� / /BATH 107 I � GFI �v\ TWO Uj \ —// a N Z 3 SD /COD --- - -, ��.— — �_• ; � � � .� / BEDROOM / �� �� \ �, _� TWO 110 / / 2 O \ STORAGE \ \ \ W LLI O 101 \ I \ a / \ J qP Q / J \ \ % ;SD C ONE T \\ / - / a > > �— \%--IS \ 104 ( — I �f > N 0 J C A C\ _ C C FIXTURES ARE Z BEDROOM I I V ONE I / 7' -b" A.G. �� / LOCATED 18" A.F.F. ��TYPICAL 102 / / / \ i — m F / FAMILY \ 0 ROOM o� -0 ® —105—] \ r E N / I s O LOWER LEVEL PLAN ', s� —� ', I ; ,�� E2.01 SCALE: 1/4" = 1' -0" 1 i D) LOWER I i TERRACE GENERAL ELECTRICAL NOTES: ELECTRICAL KEY: 1) ALL RECEPTACLES IN KITCHEN TO BE GFI PROTECTED. ® PENDANT LIGHT SWITCH \ / BATS— ONE 0 / \ 1 THIS INCLUDES RECEPTACLES IN ISLANDS. _ _ 103 GFI � 2) ALL RECEPTACLES AT BATHROOM COUNTERS TO BE GFI PROTECTED. DIRECTIONAL LIGHT KP KEY PAD SWITCH 3) ALL EXTERIOR RECEPTACLES TO BE GFI PROTECTED, AND HAVE WEATHERPROOF COVERS. 4) SMOKE DETECTORS TO BE INTERCONNECTED PER IRC CODE ❑O CEILING MOUNTED LIGHT a MULTIPLE SWITCH c 5) ALL RECESSED CANS IN ROOF TO BE SEALED AIR -TIGHT WALL MOUNTED LIGHT DIMMER SWITCH / FIXTURE NOTES: b) ALL WIRING TO BE COPPER WIRE -NO ALUMINUM 7) DESIGN INCLUDES A LIGHTING CONTROL SYSTEM I-® WALL MOUNTED SCONCE DUPLEX RECEPTACLE / 8) MINIMUM 75% OF NEW LIGHTING TO BE HIGH EFFICIENCY PER 2012 IECC C I A WALL SCONCE BY HUBBARDTON FORGE 9) COORDINATE ALL WINDOW SHADE POWER LOCATIONS WITH ARCHITECT O RECESSED CEILING LIGHT HALF SWITCHED DUPLEX RECEPTACLE' [ — — 30 -4905 TWILIGHT OUTDOOR SCONCE -LARGE ISSUED FOR: DATE: GFI (1) 100 WATT A LAMP RECESSED PINLIGHT GROUND FAULT DUPLEX RECEPTACLE O DARK SMOKE OPAQUE FINISH RECESSED WALL LIGHT QUAD RECEPTACLE � FIXTURE IS DARK SKY RATED SCHEMATIC DESIGN 5.1.13 B RECESSED CAN LIGHT CONCEPTUAL REVIEW 6.5.13 TOV FINAL REVIEW 6.10.13 o UNDERCABINET LED STRIP LIGHT Ts THERMOSTAT I (1) 50 WATT MR -16 / E FIXTURES ARE LUMENS OUTPUT = 540 LOT 13 EXTERIOR LIGHTING COUNT: OF FLUORESCENT LIGHT ® SPECIAL DEVICE OUTLET / 18" A.F.F. STAKE LUMINOUS AREA = 12 SQ. INCHES LOT SIZE 16,000 SQ. FT. ALLOWABLE 16 FIXTURES - - -- LED STRIP LIGHTING 0 DUPLEX FLOOR RECEPTACLE FIXTURES- TYPICAL E C PATH LIGHT BY LUCIFER / ISL -ALED (BRUSHED BRONZE) SPECIALTY PENDANT F-❑c CATEGORY 5E CABLE E / 18" ABOVE GRADE PROPOSED 77-0—= TRACK LIGHT I-02c 2 CATEGORY 5E CABLES \ \ \ / (1) 6W LED LUMENS OUTPUT = 340 PRIMARY 16 FIXTURES TOTAL 16 FIXTURES �� DECORATIVE WALL MOUNT I-OTv 2 RG6 COAXIAL i \ , LUMINOUS AREA = INCHES FIXTURE HAS FULL CUT -UT- OFF FF STAKE MOUNTED LANDSCAPE LIGHT �-❑ s STRUCTURED CABLE D DOWN LIGHT BY B -K LIGHING ® PIER MOUNTED LIGHT (2 CAT 5E & 2 RG6 COAX) AR- MR -RM -7 -MIT- 12- B -3 -WM (BRONZE FINISH) 2013 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. 14 TELEPHONE OUTLET (1) 50 WATT MR -16 LUMENS OUTPUT = 525 DOWN SCALE: 1/4 "= 1'-O" SID SMOKE DETECTOR ❑Q CAMERA LUMINOUS AREA = 4.91 SQ. IN. DRAWN: MDS ®s SPEAKER (FIXTURE HAS FULL CUT -OFF) PROJECT A- 130303 E PATH LIGHT BY KICHLER WALL MOUNTED EXHAUST FAN 15439CO (COPPER FINISH) �F BATHROOM EXHAUST FAN (1) 24.4 WATT LED SHEET TITLE: ELECTRICAL PLAN (FIXTURE HAS FULL CUT -OFF) Approved by the F STEP LIGHT BY PROGRESS LIGHTING P6802 (BLACK FINISH) (1) 7 WATT CF E2sol Design Review Board (FIXTURE HAS FULL CUT -OFF) TOWN OF VA I L � By Warren Campbell at 8:08 am, Jul 09, 2013 \ / E E FIXTURES ARE E� 18" A.F.F. STAKE FIXTURES- E \ TYPICAL E / \ \\ E \ \ 4 E / \ \ `� o �U GFI GFI I C I o C� ARoEAI GARAGE E20:2] MASTER BEDROOM E U C A Fi o GFI - G� / i D MASTER TERRACE \ \ E 0 Li / FAN /LIGHT / 218 E FIXTURES ARE \ PET — \ / J BOX — — \ / \ ON ROOF D / 18" A.F.F. STAKE \ FIXTURES- C / \ Q AREA 0 MASTER BATHROOM Cg\ ® \ � SOFFIT ABOVE I TYPICAL ° _0 rZ a L _ — 210 � -- \ \ / � w F F GFI / I \I MASTER I / / w cy 0 I I 10- / - - / — \ SITTING / I 2_12_1 / / 1-1 cn > MUD SD /COD \ C / F20-3-1 \ � GFI I / 1 C FIXTURES ARE / / IN I I / � J �\ 1 C I / LOCATED 18" A.F.F. 1 \ I / TYPICAL / LLI \ � C GFI / MASTER CLOSET 1 209 I` I / / D E� IN ROOF SOFFIT ABOVE Q ' \B IN ROOF - - IN ROOF - POWDER F ROOM I \\ SOFFIT ABOVE Q B SOFFIT ABOVE Q B C FIXTURES \ Q ARE C / \ \ / \ Uj LIVING / LOCATED 18" A.F.F. F1 / JAMB SWITCH Ca ROOM / I / D / , \ / TYPICAL / I / 213 FAN /LIGHT I / _ E j' J -BOX \ 0 I Z \ \\ C \ I LIVING — \\ TERRACE 217 C� \ I / / `�� \ I/7' -6" G. \ I D r a STEP LIGHTS \I / � LLI cc LLI ARE LOCATED I \ I I ('f J IN STAIR RISERS I \ 1 I I / I O / EXTERIOR I ENTRY \ SP /COD O 1 cc > v FD / ENTRY \\ I - -- HALL \ `- __ — - -- , —, - -- 201 , /' 208 \ \ \ / \ / \ \ / \\ a z C / _ - N O CNSD W s nn'� l6 I DINING // ® I ROOM I Z v 3 J O ���� / \ I 214 1 LJ LJ \ 1 � L Dr DEN W t& \ \\ I \I O MAIN LEVEL PLAN ROOM F 2-0 77 / PANTRY ��\ , J E2.02 SCALE: 1/4 " =1' -0" J ` �` -' �� LOCATEDS8 "A.F.F. GENERAL ELECTRICAL NOTES: ELECTRICAL KEY: ,' TYPICAL 1) ALL RECEPTACLES IN KITCHEN TO BE GFI PROTECTED. THIS INCLUDES RECEPTACLES IN ISLANDS. ® PENDANT LIGHT � SWITCH \ \ \ ow \ _ 2) ALL RECEPTACLES AT BATHROOM COUNTERS TO BE GFI PROTECTED. 3) ALL EXTERIOR RECEPTACLES TO BE GFI PROTECTED, AND HAVE DIRECTIONAL LIGHT KP\ KEY PAD SWITCH 0 8 DW WEATHERPROOF COVERS. 4) SMOKE DETECTORS TO BE INTERCONNECTED PER IRC CODE CEILING MOUNTED LIGHT a D MULTIPLE SWITCH O FIXTURE NOTES: 5) ALL RECESSED CANS IN ROOF TO BE SEALED AIR -TIGHT 6) ALL WIRING TO BE COPPER WIRE -NO ALUMINUM WALL MOUNTED LIGHT DIMMER SWITCH 8 \\ J 7) DESIGN INCLUDES A LIGHTING CONTROL SYSTEM I-® WALL MOUNTED SCONCE DUPLEX RECEPTACLE 8) MINIMUM 75% OF NEW LIGHTING TO BE HIGH EFFICIENCY PER 2012 IECC — — 1 A WALL SCONCE BY HUBBARDTON FORGE 9) COORDINATE ALL WINDOW SHADE POWER LOCATIONS WITH ARCHITECT O RECESSED CEILING LIGHT HALF SWITCHED DUPLEX RECEPTACLE D FIXTURES ARE D 30 -4905 TWILIGHT OUTDOOR SCONCE -LARGE GFI LOCATED ON THE (1) 100 WATT A LAMP ISSUED FOR: DATE: RECESSED PINLIGHT GROUND FAULT DUPLEX RECEPTACLE KITCHEN ROOF SOFFIT - TYPICAL DARK SMOKE OPAQUE FINISH SCHEMATIC DESIGN 5.1.13 RECESSED WALL LIGHT QUAD RECEPTACLE REF GFI GFI 216 FIXTURE IS DARK SKY RATED B RECESSED CAN LIGHT CONCEPTUAL REVIEW 6.5.13 o UNDERCABINET LED STRIP LIGHT Ts THERMOSTAT O (1) 50 WATT MR -16 TOV FINAL REVIEW 6.10.13 LUMENS OUTPUT = 540 LOT 13 EXTERIOR LIGHTING COUNT: OF FLUORESCENT LIGHT ® SPECIAL DEVICE OUTLET LUMINOUS AREA = 12 SQ. INCHES LOT SIZE 16,000 SQ. FT. — — — — LED STRIP LIGHTING Q DUPLEX FLOOR RECEPTACLE C PATH LIGHT BY LUCIFER ALLOWABLE 16 FIXTURES ISL -ACED (BRUSHED BRONZE) SPECIALTY PENDANT E-❑C CATEGORY 5E CABLE 18" ABOVE GRADE PROPOSED - Q- �-p-�- TRACK LIGHT h02C 2 CATEGORY 5E CABLES (1) 6W LED LUMENS OUTPUT = 340 PRIMARY 16 FIXTURES TOTAL 16 FIXTURES DECORATIVE WALL MOUNT f-❑TV 2 RG6 COAXIAL LUMINOUS AREA = 2.7 SQ. INCHES FIXTURE HAS FULL CUT -OFF STAKE MOUNTED LANDSCAPE LIGHT �-❑ s STRUCTURED CABLE D DOWN LIGHT BY B -K LIGHING ® PIER MOUNTED LIGHT (2 CAT 5E & 2 RG6 COAX) AR- MR -RM -7 -MIT- 12- B -3 -WM (BRONZE FINISH) 2013 MICHAEL SUMAN ARCHITECT, LLC. O ALL RIGHTS RESERVED. 14 TELEPHONE OUTLET (1) 50 WATT MR -16 LUMENS OUTPUT = 525 DOWN SCALE: 1/4 "= 1'-0" sD SMOKE DETECTOR ❑Q CAMERA LUMINOUS AREA = 4.91 SQ. IN. DRAWN: MDS ®s SPEAKER (FIXTURE HAS FULL CUT -OFF) PROJECT A' 130303 E PATH LIGHT BY KICHLER WALL MOUNTED EXHAUST FAN 15439CO (COPPER FINISH) �F BATHROOM EXHAUST FAN (1) 24.4 WATT LED SHEET TITLE: ELECTRICAL PLAN (FIXTURE HAS FULL CUT -OFF) Approved by the F STEP LIGHT BY PROGRESS LIGHTING Design Review Board P6802 (BLACK FINISH) �'�► VAR Warren Campbell at 8:08 am, Jul 09, 2013 (1) 7 WATT CF E2s (FIXTURE HAS FULL CUT -OFF) E 0 � U _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ � N U - I I I � I I I I I o U E 1 s 0 cc �' Ln GUEST W U BEDROOM —/r �� --�� / •5 \ 303 \ / / \ / �I 1 6 GUEST S I BATH / FAN /LIGHT J -O X s El- I / FAN /LIGHT — 7 / J-BOX i \ GFI II EXERCISE/ II / SITTING 305 JAMB JAMB \ Uj SWITCH S ITCH / - - - - - -- ISD C -- ------ - - - - -- I GUEST SITTING 302 SD /COD UPPER SD ° HALL 301 N/1 Uj N Z -- -- Q � \ I r Q 0Wo / j O D FIXTURES ARE J LOCATED ON THE 1 .. ROOF SOFFIT - TYPICAL z J J a > 4- NTRY '� > I� N O F Z v 3 J F FEE I I r O 1 UPPER LEVEL PLAN I �O3SCALE: 1/4" = 1' -0" GENERAL ELECTRICAL NOTES: ELECTRICAL KEY: 1) ALL RECEPTACLES IN KITCHEN TO BE GFI PROTECTED. THIS INCLUDES RECEPTACLES IN ISLANDS. ® PENDANT LIGHT $ SWITCH /! / 2) ALL RECEPTACLES AT BATHROOM COUNTERS TO BE GFI PROTECTED. KP 3) ALL EXTERIOR RECEPTACLES TO BE GFI PROTECTED, AND HAVE DIRECTIONAL LIGHT KEY PAD SWITCH WEATHERPROOF COVERS. FO-] CEILING MOUNTED LIGHT $ MULTIPLE SWITCH 4) SMOKE DETECTORS TO BE INTERCONNECTED PER IRC CODE 5) ALL RECESSED CANS IN ROOF TO BE SEALED AIR FIXTURE NOTES. -TIGHT WALL MOUNTED LIGHT $ DIMMER SWITCH / 6) ALL WIRING TO BE COPPER WIRE -NO ALUMINUM 7) DESIGN INCLUDES A LIGHTING CONTROL SYSTEM I-® WALL MOUNTED SCONCE DUPLEX RECEPTACLE 8) MINIMUM 75% OF NEW LIGHTING TO BE HIGH EFFICIENCY PER 2012 IECC / A WALL SCONCE BY HUBBARDTON FORGE 9) COORDINATE ALL WINDOW SHADE POWER LOCATIONS WITH ARCHITECT O RECESSED CEILING LIGHT HALF SWITCHED DUPLEX RECEPTACLE 30 -4905 TWILIGHT OUTDOOR SCONCE -LARGE ISSUED FOR: DATE: GFI (1) 100 WATT A LAMP RECESSED PINLIGHT GROUND FAULT DUPLEX RECEPTACLE DARK SMOKE OPAQUE FINISH n RECESSED WALL LIGHT QUAD RECEPTACLE FIXTURE IS DARK SKY RATED SCHEMATIC DESIGN 5.1.13 CONCEPTUAL REVIEW 6.5.13 B RECESSED CAN LIGHT TOV FINAL REVIEW 6.10.13 o UNDERCABINET LED STRIP LIGHT Ts THERMOSTAT (1) 50 WATT MR -16 LUMENS OUTPUT = 540 LOT 13 EXTERIOR LIGHTING COUNT: OF FLUORESCENT LIGHT ® SPECIAL DEVICE OUTLET LUMINOUS AREA = 12 SQ. INCHES LOT SIZE 16,000 SQ. FT. — — — — LED STRIP LIGHTING Q DUPLEX FLOOR RECEPTACLE C PATH LIGHT BY LUCIFER ALLOWABLE 16 FIXTURES ISL -ACED (BRUSHED BRONZE) SPECIALTY PENDANT E-0c CATEGORY 5E CABLE 18" ABOVE GRADE PROPOSED - Q- �-p-�- TRACK LIGHT h02C 2 CATEGORY 5E CABLES (1) 6W LED LUMENS OUTPUT = 340 PRIMARY 16 FIXTURES TOTAL 16 FIXTURES DECORATIVE WALL MOUNT f-❑TV 2 RG6 COAXIAL LUMINOUS AREA = 2.7 SQ. INCHES FIXTURE HAS FULL CUT -OFF STAKE MOUNTED LANDSCAPE LIGHT �-❑ s STRUCTURED CABLE D DOWN LIGHT BY B -K LIGHING ® PIER MOUNTED LIGHT (2 CAT 5E & 2 RG6 COAX) AR- MR -RM -7 -MIT- 12- B -3 -WM (BRONZE FINISH) 2013 MICHAEL SUMAN ARCHITECT, LLC. O ALL RIGHTS RESERVED. 14 TELEPHONE OUTLET (1) 50 WATT MR -16 LUMENS OUTPUT = 525 DOWN SCALE: 1/4 "= 1'-0" SID SMOKE DETECTOR ❑Q CAMERA LUMINOUS AREA = 4.91 SQ. IN. DRAWN: MDS ®s SPEAKER (FIXTURE HAS FULL CUT -OFF) E PATH LIGHT BY KICHLER WALL MOUNTED EXHAUST FAN 15439CO (COPPER FINISH) PROJECT A- 130303 �F BATHROOM EXHAUST FAN (1) 24.4 WATT LED SHEET TITLE: ELECTRICAL PLAN (FIXTURE HAS FULL CUT -OFF) Approved by the F STEP LIGHT BY PROGRESS LIGHTING P6802 (BLACK FINISH) Design Review Board (1) 7 WATT CF 03 TOWN By Warren Campbell at 8:08 am, Jul 09, 2013 (FIXTURE HAS FULL CUT -OFF) .