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Home My WebLink AboutDRB110147 PlansCODE: INFORMATION. 2009 I.R.C. TWO FAMILY DWELLING - Wt FULLY OPERATIONAL SPRINKER SYSTEM SITE COVERAGE. LOT AREA = 21,028 5.F. 20% MAXIMUM = 5,251 S.F. PROPOSED TOTAL = 404 S.F. GR055 RESIDENTIAL FLOOR AREA (GRFA): NOTE: ALL SF CALCULATIONS ARE TO OUTSIDE FACE OF STRUCTURAL FRAMING P!_YWD. OR CONCRETE WALL.. RESIDENCE: PRIMARY SECONDARY LOWER LEVEL_ 1306 S.F. 1359 S.F. ENTRY L EVEL 2555 5.F. UPPER LEVEL IO9I S.F. 2061 S.F. TOTAL_ 5040 S.F. 3420 S.F. G,49e GE CREDIT -600 S.F. -600 S.F. TOTAL 4440 S.F. 2,520 5.F. NOTE: RE: SF -1 FOR GRFA CALCULATIONS PER TITLE 12, / CHAPTER 15 OF TOUN OF VAIL MUNICIPAL CODE J VICINITY MAP TOM JAFFE P.O. SOX - 145 VAiL, COLORADO 81658 TEL (c313)141-100S EMAIL: TOMJAFFEI , aGMAiL.COM 6EGER5ERG MAYHEW 4 ASSOCIATE5 ARCHITECTS 1 01 EAGLE ROAD - 5UiLDiNG AVON, COLORADO 81620 TEL (910) 416 -4433 FAX (9 410 -4608 CONTACT: BURT SEGER5ERGl5ARAH EMAI 1C5EGE R5E RG � SMARCH S.COM SM I KiKE L 5EN e 5MARCHS.COM S.A_ MiRO, INC. ra10 MAiN 5TREET, SUITE 11 P.O. 5OX 2243 FRISCO, COLORADO 80443 TEL (9 668- 0141 FAX (910) 668 -08132 CONTACT: STEVE MARSHALL EMAIL: 5MAR5HAL L e5AM I RO.COM CREATIVENVIRONMENTS SUNDER, INC. PO 5OX 5313 PO 50X 1393 VAIL, COLORADO 81&58 EDWARDS, COLORADO 51632 TEL ( 904 -0600 TEL (910) 390 -1885 CONTACT: CHARLE5 HARRISON FAX (910) 926 -1932 EMAiL: CHARRI50NaCE- LAND5CAPE.COM CONTACT: J.P. SUNDERLAND EMAIL: SUNDEREIVAILNET � , 1 IY Eel rel 1W 2 a am ABV ABOVE APP. ABOVE FINISHED FLOOR AS.0 ABOVE SUSPENDED BSMT CEILING ACC ACCESS A.P. ACCESS PANEL AC ACOUSTICAL ACT. ACOUSTICAL TILE ACR. ACRYLIC PLASTIC ADD ADDENDUM ADN ADDITIONAL ADH ADHESIVE ADJ ADJACENT ADJT ADJUSTABLE AGG AGGREGATE A/C AIR CONDITIONING ALM ALARM ALT ALTERNATE AL ALUMINUM AC.I. AMERICAN CONCRETE C 4R INSTITUTE AIA AMERICAN INSTITUTE OF CIRC ARCHITECTS A.IAC. AMERICAN INSTITUTE OF CLR STEEL CONSTRUCTION ANSI. AMERICAN NATIONAL STANDARDS CLS INSTITUTE A5TM. AMERICAN SOCIETY FOR TESTING COL AND MATERIALS ADA AMERICANS WITH DISABILITIES COMPT COMPARTMENT ACT A.U)G�r. AMERICAN WIRE WAGE ANC ANCHOR, ANCHORAGE A.B. ANCHOR BOLT ANOD ANODIZED APPD APPROVED APP APPROXIMATE ARCH ARCHITECT (URAL) AD AREA DRAIN AUT AUTOMATIC AVG AVERAGE BSMT BASEMENT BM BEAM BRG BEARING BEL BELOW BET BETWEEN BVL BEVELED 51T BITUMINOUS BLK BLOCK BLKG BLOCKING BD BOARD B.S. BOTH SIDES B.W. BOTH WAYS BOT BOTTOM BOB. BOTTOM OF BEAM B.O.C. BOTTOM OF CONCRETE BAP. BOTTOM OF POOTING B.O.S. BOTTOM OF STEEL OR BOTTOM B.O.W. B.T.U. BRZ BLDG B.U.R. OF SLAB BOTTOM OF WALL BRITISH THEF41AL UNIT BRONZE BUILDING BUILT UP ROOFING GAB CABINET CAD CADMIUM CANT CANTILEVER CPT CARPET (ED) CSMT CASEMENT C.I.P. CAST -N -PLACE C.I. CAST IRON C.B. CATCH BASIN (C) CAULK (ING) CDR CEDAR CLG CEILING CEM CEMENT C CENTIMETER (S) C.M.T. CERAMIC MOSAIC TILE C.T. CERAMIC TILE CRAM CHAMFER C 4R CHROMIUM (PLATED) CIR CIRCLE CIRC CIRCUMFERENCE CL. CLEAN OUT CLR CLEARANCE) CLOS CLOSET CLS CLOSURE C.U). COLD WATER COL COLUMN COMB COMBINATION COMPT COMPARTMENT COMP COMPOSTION (COMPOSITE) COMDR COMPRESS (ED), (ION), (15LE) CONC CONCRETE C.M.U. CONCRETE MASONRY UNIT CONK CONNECTION CONST CONSTRUCTION GS.I. CONSTRUCTION F.JT. SPECIFICATIONS INSTITUTE CONT CONTINUOUS OR CONTINUE CONTR CONTRACTOR) C.J. CONTROL JOINT CPR COPPER COR CORRUCsATED CTR COUNTER CS COUNTERSINK CRS COURSE (S) CRCs. CROSS GRAIN CP. CUBIC FOOT C.Y. CUBIC YARD DPR DAMPER DP DAMPROONNG D.L. DEAD LOAD DEG DEGREE DEM DEMOLISH, DEMOLITION DMT DEMOUNTABLE D DEPTH, DEEP D.R.B. DESIGN REVIEW BOARD DTL DETAIL DIAL DIAGONAL DiAM DIAMETER DiM DIMENSION DW DISHWASHER DiS DISPOSAL DIY DIVISION DR DOOR DBL DOUBLE DA DOUBLEACTING D.H. DOUBLE HUNG DTA DOVETAIL ANCHOR DN DOWN DS DOWNSPOUT ORN DRAIN DRBD DRAINAGE BOARD D.T. DRAIN TILE DWR DRAWER DWY; DRAWING DP, DRINKING FOUNTAIN D.W. DUMB WAITER EA. EACH ER EACH FACE E.W. EACH WAY ELEC ELECTRIC (AL) E.P. ELECTRICAL PANELBOAIZD E.W.C. ELECTRIC WATER COOLER EL ELEVATION ELEV ELEVATOR EMER EMERGENCY ENCL ENCLOSE(URE) EQ EQUAL EQUIP EQUIPMENT EST ESTIMATE EXC EXCAVATE EXH EXHAUST (E) EXISTING E.B. EXPANSION BOLT EXP EXPANSION E.J. EXPANSION JOINT EXT EXTERIOR E.T.S. EXTERIOR INSULATION AND F.Y.C. FINISH SYSTEM FAB FABRICATE F.B. FACE BRICK F.O. FACE OP ROZ. FACE OP CCNCRETE ROP. FACE OF FINISH ROM. FACE OF MASONRY F.O.S. FACE OF STUDS FAS FASTEN, FASTENER FN.D. FEMININE NAPKIN DISPENSER FNl2 FEMININE NAPKIN RECEPTACLE FN FENCE FGL FIBERGLASS F.Y. FIELD VERIFY FIN FINISH (ED) PP. FINISHED FLOOR FA FiRE ALARM F.BRK. FIRE BRICK. F.E. FIRE EXTINGUISHER F.E.C. FIDE EXTINGUISHER CABINET F.H.C. FIRE HOSE CABINET FPL FIREPLACE F.Y.C. FIRE VALVE CABINET FP FIREPROOF F.R.T. FIRE - RESISTANT TREATED F.R.I. FIRE - RETARDANT FiX FIXTURE FLG FLASHING FLX FLEXIBLE FLR FLOOR (ING) FL.CO. FLOOR CLEANOUT F.D. FLOOR DRAIN F/L FLOOR LINE P.PL. FLOOR PLATE FLUOR FLUORESCENT F.JT. FLUSH JOINT FTG FOOTING FRG FORGED PON FOUNDATION FR FRAME (D), (ING) mm FREEZE PROOF FA FRESH AiR F.I.O. FURNISHED AND INSTALLED N.I. BY OTHERS F.B.O. FURNISHED BY OTHERS FUR FURRED (ING) PUT FUTURE GPM. GALLONS PER MINUTE GALV GALVANIZED G.I. GALVANIZED IRON G.S.S. GALVANIZED STEEL SHEET GSKT GASKET (ED) GEN GENERAL G.C. GENERAL CONTRACT (OR) GL GLASS, GLAZING GL.B. GLASS BLOCK GLU -LAM GLUE- LAMINATED TIMBER G.B. GRAB BAR GR GRADE, GRADING GP.R.C, GLASS FIBER REINFORCED LAMINATE (D) CONCRETE GAL GRAVEL GRP GROUND GT GROUT GA GUAGE GYP GYPSUM HBD HARDBOARD HDW HARDWARE HM HARDWOOD HD HEAD HDR HEADER HTR HEATER HTG HEATING 44.V-AC. HEATNGJVIENTiLATING / AIR MILLIMETER (S) CONDITIONING H.D. HEAVY DUTY HT HEIGHT H.C. HOLLOW CORE H.M. HOLLOW METAL WORJ HORIZONTAL H.B. HOSE BIB H-WA. HOT WATER HEATER INCL INCLUDE (D), (ING) INFO INFORMATION I.D. INSIDE DIAMETER I.B.C. INSTALLED BY CONTRACTOR I.B.O. INSTALLED BY OTHERS INSUL INSULATE (D), (ION) NT INTERIOR NTM INTERiEDIATE NV INVERT (ED) J.C. JANITOR'S CLOSET JT JOINT JP. J0 NT FILLER KP KICKPLATE KIT KITCHEN KO KNOCKOUT LBL LABEL LAB LABORATORY LAD LADDER L.B. LAGS BOLT LAM LAMINATE (D) LAV LAVATORY L.H. LEFT HAND LAN- LEFT HAND REVERSE L LENGTH LW LIGHTWEIGHT LWC LIGHTWEIGHT CONCRETE LMST LIMESTONE LP. LINEAL FEET LNTL LINTEL L.L. LIVE LOAD LVR LOUVER MH MANHOLE MFR MANUFACTURE (ER) MRB MARBLE M.T. MARBLE TILE MAS MASONRY M.O. MASONRY OPENING MATL MATERIAL (S) MAX MAXIMUM MECH MECHANICAL M.C. MEDICINE CABINET MED MEDIUM MBR MEMBER MB MEMBRANE MTL METAL MTPR. METAL FURRING M.RD METAL ROOF DECKING M METER (S) MEZ MEZZANINE MM MILLIMETER (S) MUG MILLWORK MIN M MIR MRROR MISC MISCELLANEOUS MOD MODULAR MLD MOLDING MT MOUNT (ING) MTD MOUNTED MOV MOVABLE MUL MULLION N.E.C. NATIONAL ELECTRIC CODE NP.PA NATIONAL FIRE PROTECTION PSF. ASSOCIATION NAT NATURAL (N) NEW NR. NOISE REDUCTION N.R.C. NOISE REDUCTION PRESTRESSED CONCRETE COEFFICIENT NOM NOMINAL N.C. NON- CORROSIVE NMT. NON - METALLIC (NP.) NO PAiNT NA NOT APPLICABLE, (AVAILABLE) N.I. NOT INCLUDED N.ir. NOT IN CC KTRACT NTS. NOT TO SCALE NO. NUMBER OBS OBSCURE O.C. ON CENTER (S) OPG OPENING O.JST. OPEN -WEB JOIST OPP OPPOSITE OPA OPPOSITE HAND OS7. OUTSIDE DIAMETER OPAU OUTSIDE FACE STUD WALL O/O OUT TO OUT OA OVERALL OH OVERHANG, OVERHEAD (P) PAINT (ED) PR PAIR PNL PANEL P.B. PANIC BAR P.I.D. PAPER TOWEL DISPENSER P.T.R. PAPER TOWEL RECEPTOR PAR PARALLEL P.BD. PARTICLE BOARD PTN PARTITION PVMT PAVEMENT PED PEDESTAL FIEND PENDANT PERF PERFORATED) PER PERIMETER PH PHASE PLS PLASTER PLAS PLASTIC PLAM. PLASTIC LAMINATE PL PLATE PGG. PLATE GLASS P/L PLATE LINE PLY PLYWOOD PKT POCKET PT POINT PVC. POLYVINYL CHLORIDE P.E. PORCELAIN ENAMEL POS POSITIVE, POSITION P.T.C. POST TENSIONED CONCRETE LB POUND P.CP. POUNDS PER CUBIC FOOT PLP. POUNDS PER LINEAL FOOT PSF. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH PC.C. PRECAST CONCRETE PREFAB PREFABRICATE (D) PFN PREFiNISHED PS.C. PRESTRESSED CONCRETE PROP PROPERTY PL. PROPERTY LINE QTY. QUANTITY at QUARRY TILE RBT RABBET, REBATE RAD RADIUS RR RAILROAD TiE (TIMBER) RWC RAINWATER CONDUCTOR RCPT RECEPTACLE RDWD REDWOOD RE: REFERENCE, REFER. TO: RFL REFLECT (ED), (IVE), (OR) REF REFRIGERATOR REG REGISTER REINF REINFORCE (D), (ING) R.CP REINFORCED CONCRETE PIPE (R) REMOVE REQ REQUIRED RESIL RESILIENT RET RETURN RA RETURN AIR REV REVERSE, REVISION R.H. RIGHT HAND R.O.W. RIGHT OF WAY R RISER R.D. ROOF DRAIN RFA ROOF HATCH RFG ROOFING RM ROOM R.O. ROUGH OPENING R.S. ROUGH SAWN RB. RUBBER BASE R.T. RUBBER TiLE SFGsL SAFETY GLASS SOST SANDSTONE SCN SCREEN (S) SEALANT STG SEATING SECT SECTION SHTG SHEATHING SHT SHEET S .M.R. SHEET MEMBRANE ROOFING SMACNA SHEET METAL t AIR CONDITIONING CONTRACTORS TELEt' 1 -PONE L 6NE NATIONAL ASSOCIATION S.Y. SHEET VINYL FLOOR COVERING SIM SIMILAR S.H. SINGLE HUNG SKY SKYLIGHT SL SLEEVE S.J. SLIP JOINT S.B. SOLID BLOCKING Sr-. SOLID CORE SP SOUNDPROOF MATERIAL PLAN 4 SECTION SPKR SPEAKER SPEC SPECIFICATION (S) SPG.PT SPRING POINT SQ SQUARE SP. SQUARE FOOT (FEET) STS STACKED STUDS S.S. STAINLESS STEEL STD STANDARD STA STATION STL STEEL ST STONE STOR STORAGE S.D. STORM DRAIN STIR STRUCTURAL SUSP SUSPENDED SYM SYMMETRY (ICAL) SYN SYNTHETIC SYS SYSTEM TKBD TACKBOARD TEL TELEPHONE TV TELEVISION TEMP TEMPERED, TEMPERATURE T.G. TERRA COTTA TZ TERRAZZO THK THiCK, (NESS) THR THIRESHOLD T.P. TOILET PAPER HOLDER TPTN. TOILET PARTITION TOL TOLERANCE T4G TONGUE AND GROOVE T45 TOP AND BOTTOM T.O.B. TOP OF BEAM T.O.C. TOP OF CONCRETE T.O.D. TOP OF DRAIN T.OP TOP OF FOOTING TAM. TOP OF MASONRY T.OP'L. TOP OF PLATE T.OP'LY. TOP OF PLYWOOD T.O.R. TOP OF RIDGE T.O.S. TOP OF SLAB T.OSTL. TOP OF STEEL T.Q.W. TOP OF WALL T.L.D. TOTAL LOAD T.B. TOWEL BAR T.L. TRACK LIGHTING TR TRANSOM T TREAD TYP TYPICAL UC UNDERCUT UG UNDERGROUND U.L. UNDERWRITERS LABORATORIES UNF UNFINISHED E?C FEATURE PROPOSED? EXiSTtNCx FEATURE PROP OSEDa NORT4 4 ARROW NcCaRT+ -I BUILLDINCz SECTION 2 2 ( SUIL0MSECTI0N (PLAN) A15 A1�a rnT4sER SHEET NUMBER BUIL�INCx SE=CTION r ' (ELE�/ATiONa �� a WALL SECTION A AREA OF CUT DETAIL NLVeER .A,20 --- -- SHEET NUMBER L7ETAiL BLOWUP LaETA1L CUT 3 Al2 ELEVAT(C7N5 S A SIMILAR DETAIL NUMBER DETAIL NUMBER RECATEL7 4 V5 DDETAIL CUT Ail Al2 i SHEET WISER BELOW OR ABOVE SNUMBARRSHEET ARCHITECTURAL 5YM50L & RC70M N 41` iE Ltvit tc, ^�; ROOM NAME AND? NUMBER F2 - I G3 �_j WIT" P`INISI41 = FLOOR T SASE WALLS CEILINCs (CEILM HT. IF USED) WALL TYPE 10 MAf;;z< LDOOR MAR1G. WINLDOW MAfRfC. 0 RE ✓ISION A INf::) iCATtON DESCRIFrION Or- ELEVATION T01- OF PL.YUJ00 ELEVATICN ELEVATION DR,4U11NY_s NUMBER =*P_4WINCz TITLE 1/4 = 1' - 10 " SCALE E_.4fiiTi -4 1mID PLYUJC�G7t� U.P.C. UNIFORM PLUMBING CODE U.O.NL F= iN I SI-I UJC70TD W POROUS FILL V.I.P. ROUCzi-1 WOOED/ CONTINUOUS - - { PROPERTY LINK - -- RC)UC�xI -I WOOtDf LD ISCONT(NUOUS IYLDRANT VESTIBULE - (F C3 =NTi =R L IN EE - - VALVE -�-- ----- EASEMENT /SETESACfG - - - -- - e' -- UTILITY POLE -- V.J. 121Cz1-1T OF WAY WD FJ T1�,4NSFOfi- �M1=1� . WP'T. FENCE W.I. EXISTING TO REMAIN �( STEE=L (LC=D. SCALE) ST STORM DDRAiN ST CzYPSUM BOARD (LCz. SCALE_,) { PROPERTY LINE ROUND / DIAMETER [�J SQUARE X . DEGREE SS SANiTARy SEWER MONUMENT �✓ W WATERLINE W ® METER PIT E ELECTRIC LiNE E Q MANHC>LE G C &AS LiNE is Eb- CATC{ -1 E3AeIN T TELEt' 1 -PONE L 6NE T Q CLE,4N OUT r CTV CABLE: TELEVISiON CTV OUTFACE /}- 4EAI�WALL - -- E7f�AINAC�E LINE= °„ 0 f�ENCi -IMARK LIMIT G;>F WOR< PLAN "A" � 80RINCx LOCATION MATCI -i LiNE - - x E}GISTINCz TREE: PLAN "R" TREE TO BE REMOVELD 11E TRIANCxULATION POINT 0 10 20 40 GzRAf=HIC SCALE NORT4 4 ARROW NcCaRT+ -I BUILLDINCz SECTION 2 2 ( SUIL0MSECTI0N (PLAN) A15 A1�a rnT4sER SHEET NUMBER BUIL�INCx SE=CTION r ' (ELE�/ATiONa �� a WALL SECTION A AREA OF CUT DETAIL NLVeER .A,20 --- -- SHEET NUMBER L7ETAiL BLOWUP LaETA1L CUT 3 Al2 ELEVAT(C7N5 S A SIMILAR DETAIL NUMBER DETAIL NUMBER RECATEL7 4 V5 DDETAIL CUT Ail Al2 i SHEET WISER BELOW OR ABOVE SNUMBARRSHEET ARCHITECTURAL 5YM50L & RC70M N 41` iE Ltvit tc, ^�; ROOM NAME AND? NUMBER F2 - I G3 �_j WIT" P`INISI41 = FLOOR T SASE WALLS CEILINCs (CEILM HT. IF USED) WALL TYPE 10 MAf;;z< LDOOR MAR1G. WINLDOW MAfRfC. 0 RE ✓ISION A INf::) iCATtON DESCRIFrION Or- ELEVATION T01- OF PL.YUJ00 ELEVATICN ELEVATION DR,4U11NY_s NUMBER =*P_4WINCz TITLE 1/4 = 1' - 10 " SCALE ELEYATiC7N E_.4fiiTi -4 �.�ir1■►a�r PLYUJC�G7t� U.P.C. UNIFORM PLUMBING CODE U.O.NL F= iN I SI-I UJC70TD W POROUS FILL V.I.P. ROUCzi-1 WOOED/ CONTINUOUS VERT TOP SOiL V.S.J. RC)UC�xI -I WOOtDf LD ISCONT(NUOUS VEST VESTIBULE YIN VINYL VL.B. 4Sf=1 -4,4LT f',AVINCz/ ROADBEL7 MAT'S V.C.T. SANia, PLASTER AP. STONE VENEER V.T. GATT INSULATION V.U.C. CAST iN PLACE CONCRETE V.J. RtCGILD INSULATION WD PRECAST CONCiETE WB. NEW STUD WP'T. CONCRETE BLOCIG W.I. EXISTING TO REMAIN �( STEE=L (LC=D. SCALE) - - - - (REMOVE E7GISTINCs C CzYPSUM BOARD (LCz. SCALE_,) { PROPERTY LINE ELEYATiC7N U.B.C. UNIFORM BUILDING CODE �.�ir1■►a�r UNIFORM MECHANICAL CODE U.P.C. UNIFORM PLUMBING CODE U.O.NL UNLESS OTHERWISE NOTED U.B.C. UNIFORM BUILDING CODE UM.C. UNIFORM MECHANICAL CODE U.P.C. UNIFORM PLUMBING CODE U.O.NL UNLESS OTHERWISE NOTED URN URINAL A.B. VAPOR BARRIER VAR VARNISH VNR VENEER V T.R. VENT THROUGH ROOF (V) VERIFY V.I.P. VERIFY IN FIELD VERT VERTICAL V.S.J. VERTICAL SLIP JOINT VEST VESTIBULE YIN VINYL VL.B. VINYL BASE V.C.T. VINYL COMPOSITION TILE AP. VINYL FABRIC V.T. VINYL TILE V.U.C. VINYL WALL COVERING V.J. V -JOINT (ED) WSCT WAINSCOT W.H. WALL HUNG WPR WALLPAPER W.T.W. WALL TO WALL W.C. WATER CLOSET WP WATERPROOFING W.R. WATER REPELLENT WS WATERSTOP WT WEIGHT W.WP. WELDED WIRE FABRIC WHB. WHEEL BUMPER W WIDTH, WIDE WDO WINDOW W.G. WIRED GLASS W/ WITH W/O WITHOUT WD WOOD WB. WOOD BASE WP'T. WORKING PONT W.I. WROUGHT IRON �( ANGLE CENTER LINE C CHANNEL { PROPERTY LINE ROUND / DIAMETER [�J SQUARE X . DEGREE 0 NUMBER INDEX TO [.DRAUJING A1.0 COV SHEET 5UR X E3` LANDSCAPE LANDSCAPE PLAN ARCHI A2.0 SITE 4 GRAD PLAN A2] ER O SION CONTRO FLAN A3.0 PRIMARY UNiT - LOWER LEVEL F PLAN A31 PRIMARY UNiT - ENTRY LEVEL FLOOR FLAN A3.2 PRIMARY UNIT - UPPER LEVEL FLOOR PLAN A33 5EC UNIT - L O WER LE FLOOR PLAN A3.4 SECONDARY UNIT - UPPER LEVEL FLOOR PLAN A4.0 ROOF PL AN A4.1 ROOF DETAI A5.0 5UiLIDiNG ELEVATIONS A5.1 5U ELEVATIONS A5.2 BUILDING ELEVATIONS A53 5UILDING ELEVATIONS Aro.O BUILDING SECTIONS A1.0 WALL SECTIONS AND DETAILS A5.0 WINDOW AND DOOR SCHEDULES AND DETAILS A5.1 DOOR, WINDOW 4 SIDING DETAILS A9.0 PRIMARY UNiT - LOWER LEVEL SCHEMATIC ELECTRICAL PLAN A9.1 PRIMARY UNIT - ENTRY LEVEL SCHEMATiC ELECTRICAL PLAN A9.2 PRIMARY UNiT - UPPER LEVEL SCHEMATI ELECTRICAL PLAN: A93 SECONDARY UNIT - LOWER LEVEL SCHEMATIC .ELECTRICAL PLAN A9.4 SECONDARY UNiT - UPPER LEVEL SCHEMATIC ELECTRICAL PLAN A10.0 PRIMAR UNIT - L LEVEL REFLECTED CEILING PLAN A10.I PRIMARY UNiT - ENTRY LEVEL REFLECTED CEILING PLAN A10.2 PRIMARY UNiT - UPPER LEVEL REFLECTED CEILING PLAN AiO3 SECONDARY UNiT - LOWER LEVEL REFLECTED OILING PLAN A10.4 SECONDARY UNiT - UPPER LEVEL REFLECTED CEILING PLAN 5F -1 6aUARE FOOTAGE AND 51TE COVERAGE CALC5. STRUCTURAL 51.0 GEN NOTES 52.0 FOUNDATION DETAILS 53.0 PRIMARY UNiT - LOWER LEVEL FOUNDATION PLAN 53.1 PRIMARY UNIT - EN TRY LEVEL FRAMING PLAN 532 PRIMARY UNiT - UPPER LEVEL FRAMING PLAN 53.3 SECONDARY UNiT - LOW LEVEL FOUNDATION PLAN 53.4 5ECONDARY UNiT - UPPER LEVEL FRAMING PLAN 54.0 ROOF FRAMING P 55.0 FRAMING DETAILS GENE S AL NOTE 5 1. ALL DIMENSIONS ARE TO FACE OF STUD OR CONCRETE, UON. ALL EXTER WALLS TO 5E 2x (o, UON. ALL INTERIOR WALL ARE 2x4, UON. 2. ALL FIREPLACES TO MEET LOCAL AND STAT CODES INCLUDING ALL ACCE55ORIE5, FI RE RATINGS, ETC. 3. GANG TOGETHER VENT 6TACK.5 AS MUCH AS P05515LE TO MINIMIZE ROOF PENETRATIONS. 4. PRO ELECTRICAL HEAT TAPE FOR ALL GUTTER AND DOWNSPOUTS. ALSO PROVIDE ELECTRICAL HEAT TAPE AT ANY OTHER PiPES AS REQUIRED. 5. CONTRACTOR TO COORDINATE ALL DE51GNl5UiLD MECHANICAL AND ELECTRICAL EaUIPMENT, DEVICES AND WORK. ALL MECHANICAL, ELECTRI 4 Fi PROTECTION TO 5E DESIGNt5UILD. SUBMIT DRAWINGS FOR REVIEW 5Y ARCHiTECT, 6. RE: A5.0 FOR WiNDOW AND DOOR 6CHEDULE5. 1. ELE V ATIONS SH ARE T.O. PLYW UNLE55 OTHERWISE NOTED. 5. ALL ERRORS, OMISSIONS OR CONFLICTS FOUND IN THESE DOCUMENTS SHALL 5E 5ROUGHT TO THE ATTENTION OF THE ARCHITECT 5EFORE PROCEEDING WITH THE WORK.. 9. PROVIDE AND LOCAT ATTIC VENTING AS REQUIRED BY CO DE. 10. DOOR SCHEDULES iN THIS PACKAGE SET INDICATE SiZE AND TYPE FOR FRAMING INFORMATION ONLY. FURTH INFORMATION AS TO WOOD SPECIES, FINISH AND SPECIAL REaUIREMENT5 TO 5E SELECTED 5Y OWNER AND INTERIOR DESIG 11. PROVIDE ATTIC ACCESS PANELS AS REaUiRED 5Y 5UILDING INSPECTOR. COORDINATE LOCATIONS WITH ARCHITECT. 12. PROVIDE AND COORDINATE: LOCATIONS OF 5LOCK.ING WiTH INTERIOR DESIGNER'S 54THROOM ACCESSORIES SELECT iON5 AND LAYOUT. fcEd T&Yt, {'w.tl ` !( C cAnu'7td�LS C� 2011 SMA k r r I VW AI IJ r r 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com y �. kµ n. °=t i Revisions: 06 -14 -10 DRB SUBMITTAL 08 - 30 -10 DRB COMMENTS 01 -31 -11 PERMIT 5ET 03-15 CONST COORD 5E 04 -18 -11 RE5PON5E TO TOV BLDG DEPT COMMENT5 DATED 04 -14 -11 05 -03 -11 REV15E3 PERMIT 5ET Drawing Title: COVER SHEET ! . - r /i Sheet: tp Z + x " k B 5 76 'P, P AQ B 5 0;A Q/ Qf 6, 2 B5 F F F � I _-. P R A 72 P,1 P Rs' - 7' P "Js C 55 P " 3' s 3 3 5-i Z Z Z 0 0 LU Cf) ss W ry L <j en 00 L0 • • Cl) g3 Cl) W H 6v Botanical N a m e Z W Size Q tv W 0 • r) > Flower G ra ss Z rr i A F B Fe5tUce, /Elifah Blue" Fe5tuca glauca "Elijah Blue 5 G, a U) W • F l o w e r , P e r e n n i a l P R S P e ro vs k i a , R Sage P e r o V5 k ia a t r ip I ic ifo I iq 5 Ga 1. 11 Shrub, Deci 1) FV D o g wood, (j Red Twig ..... ......... ..... .. Cornu5 sericea �5 Gal. 8 SA W Spiraea Anthony Waterer , Spiraea bum alda "A nth on y W ateref '21 Gal. 0 ss spiraea, sn ow rn o u n 4 Spiraea nipponica G a l. Sh ru b, E v e r g r e e n C o n ife.r. 10 )u -U 66 Gal 7 Q/ l q n iper, Skyrocket n I p e r U 5 5 C 0 p U 1 M ��A Q c Picea pun - C o m pa cta' gens :5 Gal. 6 4 Tree, Deci4uous + 4/ yw 6 s _: 7- in 71 V1 X : x B 5 "A �Q _ .� 5 5 , P $ r � � �y tp Z + x " k B 5 76 'P, P AQ B 5 0;A Q/ Qf 6, 2 B5 F F F � I _-. P R A 72 P,1 P Rs' - 7' P "Js C 55 P " 3' s 3 3 5-i Z Z Z 0 0 LU Cf) ss W ry L <j en 00 L0 • • Cl) g3 Cl) W H Com m on Name Botanical N a m e Z W Size Q tv Z + x " k B 5 76 'P, P AQ B 5 0;A Q/ Qf 6, 2 B5 F F F � I _-. P R A 72 P,1 P Rs' - 7' P "Js C 55 P " 3' s 3 3 5-i " B 5 76 8Z83 I L ---- --------- k/V 'z/ -N LIPPER RATIO 19 B 5 3 82 5 A C 5 Af A 90, C � Q 34 86 88 ; NOTES: w , 1E *--'1" A Q Aspen, Quaking, P 0 p u I u 5 tre M u 10 i4 es 2` 30 CSS C rabapple, Sprin 9 Snow__ M a lu 5 x 'Spring Snow' 2// 9 1. NATIVE GRAS S/SOD AREAS TO BE REMOVED FROM AREAS THAT ARE TO BE PLANTED WITH Tree, Ever r ......... . ....... .. .. B PERENNIAL/GROUND COVER TO BE AMENDED WITH ORGANIC COMPO AT A RATE OF 4 CUYD PER 1,000 SQFT. 8 .1 -14 10 2. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDER GROUND UTILITIES PRIOR TO Sbrub(Large), Deciduou5 COM MEN CEME NT OF W 3. ALL PLANTING BEDS ARE TO BE SEPERATED FROM NATIVE GRASS AND SOD AREAS BY 4" STEEL EDGING, 12" EDGING PINS TO BE PLACED AT 40" INTERVALS. 4. DISTURBED AREAS TO BE RESEEDED WITH NATIVE GRASSES UNLESS OTHERWISE NOTED. 5. PERENNIALS/GROUND COVER TO BE IRRIGATED WITH 12" POP-UP SPRAY HEADSNEWLY PLANTED TREES AND SHRUBS TO RECEIVE DRIP IRRIGATIO_3b 6. ALL SHRUB BEDS TO RECEIVE 3" THICK LAYER OF CEDAR BARK MULCH. 7. PERENNIAL AREAS TO RECEIVE I" TOP DRESSING OF SOIL PEP. 8. ALL DISTURBED AREAS TO BE REVEGETATED WITH A LOW GROW NATIVE GRASS SEED MIX & FITTED WITH ABOVE GROUND FIELD IRRIGATION FOR I YEAR. LC Lilac, Com mor) 1 (4 a V U Ig a H5 5" B+B 4 IRRIGATED AREA Primary Residence Pop-Up Spray Area 874 S.F SOD AREAS Drip Irrigation Area 467 S".f TOTAL IRRIGATED AREA 1341 S.F IRRIGATED AREA Secondary Residence Pop-Up Spray Area 634 S. F PEREN N 1AL/AN N UAL BEDS Drip Irrigation Area L? 404 S. F TOTAL IRRIGATED AREA 1038 5. 0 Z Z Z 0 0 LU Cf) ss W ry L <j en 00 L0 • • Cl) g3 Cl) W H Com m on Name Botanical N a m e Z W Size Q tv W 0 • r) > Flower G ra ss Z rr i A F B Fe5tUce, /Elifah Blue" Fe5tuca glauca "Elijah Blue 5 G, a U) W • F l o w e r , P e r e n n i a l P R S P e ro vs k i a , R Sage P e r o V5 k ia a t r ip I ic ifo I iq 5 Ga 1. 11 Shrub, Deci 1) FV D o g wood, (j Red Twig ..... ......... ..... .. Cornu5 sericea �5 Gal. 8 SA W Spiraea Anthony Waterer , Spiraea bum alda "A nth on y W ateref 5 Gal. 5 ss spiraea, sn ow rn o u n 4 Spiraea nipponica G a l. Sh ru b, E v e r g r e e n C o n ife.r. 10 )u -U 5 Gal 7 Q/ l q n iper, Skyrocket n I p e r U 5 5 C 0 p U 1 M x SG Spruce, Globe Picea pun - C o m pa cta' gens :5 Gal. 6 4 Tree, Deci4uous " B 5 76 8Z83 I L ---- --------- k/V 'z/ -N LIPPER RATIO 19 B 5 3 82 5 A C 5 Af A 90, C � Q 34 86 88 ; NOTES: w , 1E *--'1" A Q Aspen, Quaking, P 0 p u I u 5 tre M u 10 i4 es 2` 30 CSS C rabapple, Sprin 9 Snow__ M a lu 5 x 'Spring Snow' 2// 9 1. NATIVE GRAS S/SOD AREAS TO BE REMOVED FROM AREAS THAT ARE TO BE PLANTED WITH Tree, Ever r ......... . ....... .. .. B PERENNIAL/GROUND COVER TO BE AMENDED WITH ORGANIC COMPO AT A RATE OF 4 CUYD PER 1,000 SQFT. 8 .1 -14 10 2. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDER GROUND UTILITIES PRIOR TO Sbrub(Large), Deciduou5 COM MEN CEME NT OF W 3. ALL PLANTING BEDS ARE TO BE SEPERATED FROM NATIVE GRASS AND SOD AREAS BY 4" STEEL EDGING, 12" EDGING PINS TO BE PLACED AT 40" INTERVALS. 4. DISTURBED AREAS TO BE RESEEDED WITH NATIVE GRASSES UNLESS OTHERWISE NOTED. 5. PERENNIALS/GROUND COVER TO BE IRRIGATED WITH 12" POP-UP SPRAY HEADSNEWLY PLANTED TREES AND SHRUBS TO RECEIVE DRIP IRRIGATIO_3b 6. ALL SHRUB BEDS TO RECEIVE 3" THICK LAYER OF CEDAR BARK MULCH. 7. PERENNIAL AREAS TO RECEIVE I" TOP DRESSING OF SOIL PEP. 8. ALL DISTURBED AREAS TO BE REVEGETATED WITH A LOW GROW NATIVE GRASS SEED MIX & FITTED WITH ABOVE GROUND FIELD IRRIGATION FOR I YEAR. LC Lilac, Com mor) 1 (4 a V U Ig a H5 5" B+B 4 IRRIGATED AREA Primary Residence Pop-Up Spray Area 874 S.F SOD AREAS Drip Irrigation Area 467 S".f TOTAL IRRIGATED AREA 1341 S.F IRRIGATED AREA Secondary Residence Pop-Up Spray Area 634 S. F PEREN N 1AL/AN N UAL BEDS Drip Irrigation Area L? 404 S. F TOTAL IRRIGATED AREA 1038 5. 0 C)__ 0 C) I a • • Z Z Z 0 0 LU Cf) U) W ry Z 00 L0 • • Cl) g3 Cl) W H ( •• j Z W dog rr • < W 0 • r) > > Z rr W (D ry U) W • C)__ 0 C) I a • • Z 0 Cf) UJ 00 L0 • o • H 1 Z 0 > Z W C)__ 0 C) I a • • .... .... ..... .-M.. ._,... ._ .,..emu,. { ... GENERAL N\°/ TE 1, AEI HA5 PROVIDED A REVIEW OF GRADING WITH RE6PECT TO P05515LE DE51R15 FLOW 155UE5, AND 5U5MITTED PLANS TO ERW5D TO 05TAIN APPROVAL OF GRADING WITHIN THE 6EWER EASEMENT. 517E GRADING ADJACENT TO THE HOU5E HAS 5EEN COMPLETED 5Y, AND IS THE RE6FON515ILITY OF THE ARCHITECT, SUCH AS TOW ELEVATIONS, ADDITIONAL AREA DRAINS, ROOF DRAIN CONNECTIONS, GRADE5 ADJACENT TO THE 5LDG, ETC. ARCHITECT. AEI'S FOCU5 HA5 SEEN TO EXPEDITE THE DE5RI6 PLOD MITIGATION GRADING (AWAY FROM THE 5UILDING). 2. 5EWER 5ERVICE CHECK VALVE: AEI ATTENDED THE WEDS MAY 4TH 2011 ERW5D CONSTRUCTION REV IEW MEETING TO 05TAIN APPROV TO LOWER THE 6EWER MH LID 1.5 TO 2 FEET (50 IT 15 LOUDER THAN THE LOWE5T F1=). INFO REZE6TED 5Y ERW61D FOR THIS WORK HA5 SEEN SU5MITTED TO ERW&D (PROFILE, ETC). 50 A CHECK VALVE IS NOT NEEDED. 3, H1= HAS PROVI RECOMMENDATIONS FOR DE5RI6 FLOW MITIGATION, WHICH GENERALLY PROP05E A 2 FOOT HIGH SWALE OR RAISED SERM ON UPHILL SIDES OF THE 51TE. THE 517E GRADING FLAN HAS 5EEN SU MITTED TO HP FOR THEIR REVIEW. THE 51 =A AT THE NE CORNER OF THE LOT COULD 5E SU5JECT TO F05515L.E DE5RI5 FLOC! EVENTS. IF ADDITIONAL PROTECTION 15 DE51RED, THE RETAINING WALL IN THI5 AREA COULD 5E RA15ED UP I FOOT A50VE THE GROUND (FOR 3 FEET DEPTH OF 5WALE), IF THE WALL 15 RAI5ED, ADJUST WALL HE IGHT5 SUCH THAT EXI=06ED WALL ARE LE55 THAN (o FEET HIGH (DR5). 1=ROI OS D OULD�R WALLS ARC TQ LOCAT =D OUTSIDE I Ht TUV R0W, FALLS ARE PROF05FED TO 5E 2 TQ 3 BEET HIGH , EXP05ED. WALL5 OVER 3 FEET HIGH EXI =05ED REOUIRE !! R C UR L ENGINEERING DESIGN. J - ! - 5 , THE TWO WALLS ALONG THE LOT LINE 5ETWEEN LOTS 2 AND 3 ARE TO 5E DESIGN BUILD. WALL COMPONENTS SHOULD REMAIN WITHIN LOT 3 (OR 1=ERMI56ION OTHERWISE 5E 05TAINED). PROVIDE TEMPORARY SHORING A5 REOUIRED TO EXCAVATE 5LDG FOOTINGS, PROVIDE 05HA 5AFE EXCAVATIONS, AND KEEP GRADING /D15TUR5ANCE WITHIN LOT 3. A SHORING ! -! CONT RACTOR WAS CONTACTED AND FELT THAT A DRILLED F1ER RETAINING WALL WOULD PR05A5LY 5E THE MOST EFFECTIVE SOLUTION TO MEET REOUIREMENTS. (o. FROPO5 D GRADING 15 TO CONFORM TO THE SOILS REPORT AND DE5RI6 FLOW RECOMMENDATIONS, AS PREPARED 5Y HF GEOTCH. THE CONCRETE PAN NEAR THE NE 5PA ERAS -! DD D TO ADDRESS DRAINAGE RECOMMENDATIONS. !' I . CONFORM TO TQV 5FEC5 AND REOUIREMENTS REGARDING THE PRQPQSED 3 FOOT WIDE CONCRETE PAN ON GREENNILL COURT (A51''1 -IALT I~'ATCN5,4CK, CDQT CLA55 I~' CONCRETE 1"fiIX), !!- 1= RMIT5 ETC. PROVIDE 10 FOOT CURS TRANSITION FROM THE EX15T CMG TO NEW PAN. PROVIDE RIf' -RAf= AT THE END OF THE NEW PAN DOWN TO THE EXIST INLET. !- 1 - S. 0I:3 PERMISSION FROM ERW5D IF ANY BLDG COMPONENTS ARE FROI=OSED TO 5E WITHIN ERW5D EASEMENTS. THE SWALE ADJACENT TO THE SEWER MH NEAR THE SPA IS TO 8E AT -! ! LEA 6T 3 FEET AWAY FROM THE MH LID - DO NOT ALLOW RUNOFF TO 5E DIRECTED TOWARD THE 5EWER MH. 4'X4' STORM INLET ! GRATE EL= 8055.6' 2.5' DIA. CMP - g. 05TA IN APPROVAL FROM UTILITY COMPAN 1 E5 TO PROVIDE THE GRADING A5 5HOWN ON TH I5 PLAN. EDGE OF ASPHALT ! INV. OUT EL =8049.6' 56.8 ` 10.11" THE 5LDG 15 TO 5E AUTO FIRE 51=RINKLED, OR IF THE FLUM51NG FIXTURE COUNT INDICATE5 A LARGER WATER 5ERVICE 51ZE IS REOUIRED THAN EX15T5 CONTACT GLENN 1 =ALMER TO \�, " ROCK TELEVISION PROVIDE HYDRAULIC FLOW CALC5 TO DETERMINE THE NEW WATER 5ERVICE SIZE (AND USE THE EX16TING WATER STU5). F � � 59.6 � �- }} } �. -WALL PEDESTAL LINE •�.- '�, , �' `.vF VE- 8075.0 PANS.. T.O. CWIM�tEY SI21 y 3 BUILDIN 84.E SETBACK i a4 i R APFRO TW \ SIGN - _ . O'ER CREEK 82.1 TIIJ / TE \ PPER PATIO TW S 89054'56" E'*� 4.41' IT ~ DI5 FENCING \ � \ ° ,Q d =32 °15'00" RE: LANDSCAPE R =80.0)0' DRAWING FOR ~� �. .��y D�R4LWIN L= 45.03' PLANTINGS IN ' \ PLANTINGS IN THIS AREA INDICATES 8 &.7�\ ..� THIS AREA �- EXISTING �``� DRAINAGE FL awr - n f Tb.Q> f +1to.5 O ` VE- G ' \ r e "" `91.5 � 3� � \�� f •�2 9 - N + 925 LINE SITE ~`* f '1 1 r / LINES `,�\ 4 `• fi r -- may f \ 849\ rI jij $s.2 , .. ,.., X92.3 / � f , - .✓ 71 SETBACK 1 32 \ \ 91.6 •, \, ~ �. � =27 °15'00" �''� �� `XO' L� R= 220.00' 2 L= 104.63 / ' `; `, 94 f ti� FLOWLINE V � DRAIN PAN EDGE OF CONC. 93.3 DRAIN PAN 6HEET NOTES: 1. VERIFY TOPOGRAPHY INFORMATION SHOWN ON THIS SITE PLAN WITH EXISTING CONDITIONS FOR ACCURACY. 2. REFER TO SHEET A1.0 FOR GENERAL NOTES. 3. REFER TO STRUCTURAL FOR ALL RETAINING WALL$. 4. REFER TO LANDSCAPE DRAWING$ FOR PAVING MATERIAL AND PROPOSED VEGETATION, COORDINATE IRRIGATION SLEEVES PRIOR TO PAVING INSTALLATION. TELEPHONE ' SITE DISTANCE ,- G ! - - - PEDESTAL LINES 62.4 '" � y / ✓ _ FOUND PIN & (00 �„_ L TIC CAP S 26626 U HE CONCRETE DRIVEWAY '' ! (02 LIMITS , - DI6TUR6ANCE }� �._ (, (use FEhICINCs of drive In road right -of -way, 65.7 ! . - - } - - - - - - - (,2 3' WIDE UNWEATED label on control box) �C /y BITCH 64 / - - - _ _ _ - - \ } p' 10' 20' 30' .\ CONCRETE PAN --'' -- J .�'" - - - ___. , - ..�� 'C 14 G 68.6 _� -- FLOW LINE -r - ' ,. -8089. l - °' °ELECTRICAL - - ., �, SITE DISTANCE DRAIN PAN 7,.3 '-= '" (0 `` - �� _°_ ' . - � - - - �\ - A � \ - - .�� GAS MET WALKWAY '�" METER LOCATION � PRO D �= LOT 1 _ o ! / \ LINES \ �, +�- DRAIN- - - - - - [p°G ..- --Z- -� - - - EASEMENT 10.0 - 8093.5 - ` - � 73.8 '�__ _ _ �- -- 8070 � - -__ RESIDENCE 74.6 a �- = -� \ / \ \ *• A � % '�' rx 1 } _ - -_ - _ _ _ - - _ _ - _ ��_ - _ - - - - - - -- _f \ �•� \ "�/` f �_ _. t'1 r��C 1 t t 68 ' f , R= 166 .00 ' 76.3 --7 �-" ALA / 1 �2 j ' "" \ \\ / C } I L= 3& Za:- -r, � % - _ _ _ -- -- -- l4 �, �-- - � - �9 \ 3' "` - # �.� \ w 4 /(/ A�l FIRE \ \ , `� ) t t HYDRANT SIG 6i3 rJ' r --r-� � N FOUND PIN & ' \ 1 Q} ,r , t } x ..- " �(® -- ,�'' L - . - ___ �_--- -. - -_- ��o-- °'- v � \\ �Q.} \ ♦-��5� fj�SE�R M NEOLE$072A t 77.7 PROPOSED LOT `. . � , RED PLASTIC CAP .. \ \ f i LS 26626 EDGE OF ASPHALT SPLIT PROPERTY �\ l4 �\ / } i ELV. 8070.0 FOUND PIN & yr LINE C, r � 72 } " �� YELLOW PLASTIC CAP � LS 13174 �} { 1 ..-• -` - -.-_ - - _ - .- - _.._ - .- -. - - - - -- -.-.._ ••-^ �. I 't 1"!t.0 � \ \ ♦ �i �' r � , � - $0$4.9 TW ATM 79.3 JJ/7 D I Nq �!\ \ 8 \ ' j ! \ FCR L ANDSC APE 5 IN RAW AF�A PROPOSED VIE E EASEMENT, SPOT ELEVATIONS R ESENT LOW L P (TY�) -� VA11ON LIMIT AT I RSEC110N I f ` �'h 1 12 VE- 8101.2 O EWLINE AND PRO RTY L L APE I f 4 \ \ PRO OF VAIL f, _ - _ _ _ _ _ - _ i /r �8 DRAWING D RA ODD j - " 4 PLANTI IN EASEMENT eT `' I I THIS AIWA LOT 3 I ~ \ f , s _ ! INDICATES j .�� \ 028 SO. FT. ( ~ ,� f�,' \ �� 1 4--- RETAINING WALLS B s .4$27 AC. + CON OR DESIGN. TOP BACK -~ ].; DRAINAGE 1 1\ \ 'J i / \ \ E ICN FOR =20.00' 80.6 \'�' CURB &GUTTER -- "" -- HIUN LOW (TYP) -- i \ t > , ( INTENT Y T F.V. =36.97 -- -.,1 \ ,, /' s NLINE - e r2 FOR PLANTINGS IN T HIS AI �A ' _ "} r' �d �� t ♦� METER O. LNITS ELECTRICAL METER LOCATION VE -80 .! 0 ,o �da s w j I ; , t BOULDER WALL \\� METER TE NE HEATED CONCRETE DRIVEWAY P D S AL Y, (use separate zor for portion of drive in road right -of -way, label on control box) EDGE OF ASPHALT SITE DISTANCE `°\ 96 LINES 11 86. 1E6.4 EDGE OF t PAVER DRIVE " BOULDER _ t WALL 186.9 "'°- -� 1 t 86.3 86.5 { STAIRS 6mmemm� AN ii 2 1 0, N 51TE AND GfRADING; FLAN 5GALE: P = 10' -0 Segerberg Mayhew & Associates Architects P.C. -A.LA. ARCHITECTURE, PLANNING, INTERIORS 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com Revisions: 06 - 14 - 10 DR5 6U5MITTAL 0 (o-30 -10 DR5 COMMENT'S 01 -31 -11 PERMIT SET 3 -15 -11 CONST, COORD. SET 4 -11 -11 51TE COMMENT'S PER PU5LIC WORKS DEPT. 5 -3 -11 SITE REV PER CIVIL ENGINEER Drawing Title: SITE AND GRADING PLAN Sheet: 2011 SMA WIRE FENCING FILTER FABR-+ FENCE POST TRENCH SECTION f L T PENCE N.T.S. SHEET NOTES: 1. V ERI FY TOPOGRAPHY INFORMATION SHOWN ON THIS 51TE PLAN WITH EX15TING CONDITIONS FOR A 2. CON5TRUCTION ENTRANCE(5) 5HALL BE STABILIZED AND MAINTAINED THROUGH CONSTRUCTION. 3. 6URFACE WATER - ALL 5UfRJ =ACE WATER FLOWING OR DIVERTED TOWARD CON5TRUCTION ENTRANCES SHALL BE PIPED ACRO55 THE ENTRANCE. IF PIPING 15 IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 5LOPE5 WILL BE PERMITTED. 4. MAINTENANCE- ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. TH15 MAY REQUIRE PERIODIC TOP DRE65ING WITH ADDITIONAL STONE - CRUSHED ROCK A5 CONDITIONS DEMAND. REPAIR AND /OR CLEANOUT OF ANY MEA5URE5 USED TO TRAP 5EDIMENT SHALL BE PERFORMED PERIODICALLY. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHT -OF -WAY MU5T BE REMOVED IMMEDIATELY. STABILIZATION MEA5URE5 WILL REMAIN IN PLACE UNTIL PAVING OF ENTRANCE5 COMMENCES. 5. WA5HING - WHEELS 5HALL BE CLEANED TO REMOVE 5EDIMENT PRIOR TO ENTRANCE ONTO PUBLIC WAY. WHEN WASHING 15 REQUIRED IT 5HALL BE DONE IN AN AREA STABILIZED WITH STONE AND WHICH DRAIN5 INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 6. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 1. 5EDIMENT CONTROL MEA5URE5 MAY REQUIRE MINOR FILED ADJUSTMENT AT THE TIME OF CONSTRUCTION TO INSURE THAT THEIR INTENDED PURPOSE IS ACCOMPLISHED. S. CONTINUOUS INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL MEA5URE5 SHALL TAKE PLACE THROUGHOUT CONSTRUCTION UNTIL FINAL STABILIZATION OF THE 51TE 15 ACHIEVED. 9. PREVENT ALL 5EDIMENT FROM ENTERING ANY CON5TRUCTED STORM DRAINAGE STRUCTURE BY BLOCKING SHUT THE STRUCTURE WITH SANDBAGS, 5OARD5, OR OTHER ACCEPTABLE METHOD. 10, DURING EARTH MOVING OPERATIONS MAINTAIN THE 51TE N A ROUGH GRADE CONDITION 50 THAT STORMWATER DOE5 NOT IMMEDIATELY RUN OFF, BUT 15 RETAINED IN POCKETS AND ALLOWED TO SEEP INTO THE SOIL. 11. PROTECT ALL TREES TO BE PRESERVED DURING 5ON6TRUCTION OPERATION5. ih clt>- MI IGt =' -trnor = =fns to ==t /� \ i A I /^ M= AaI I==G .. r r r ° r r ° r ° r ° r ° r r ° .- r° r ° LL INLET • r ECTION DURING TRUCTION TYP. 49U' l tOY KU r omit m Alf 8 1•.r (20i r 56 IM W INSTALL SEDIMENT ALONG SWALE5 \ AD EVERY \ DURING RUCTION S ITE INES I 1 R H CONCRETE DRIVEWAY tune separate zone for portion -- 3' WIDE UNHEAT of drive in road right -of -way, 65. 7 label on control box) , CONCRETE PAN -- - GRASS LINED SWALE NOTES: I. RIP RAP SHALL BE SOLD DURABLE ROCK SITE DI6TANCE LINES - 2 - R = 1 66.0 3" R= 166.00' 76.3 � A2.1 N.T.S. FIRE .- HYDRANT -t- -..• ,,,,, ,,,. r �"' r """ 77.7 -.- . - OK AM•IA4T r f � s --1 7 Y INSTALL SEDIMENT TOWN OF VAIL LOGS ALONG $WALES PROPOSED ' AT ROAD EVERY DRAINAGE 25' -0" DURING EASEMENT CONSTRUCTION =105 °54'03" 20.00' 80)/.6 = 36.97' s S 89 0 54'56" E 4.41' A =32 °15'00" R=80.00' INDICATES \~` ` L= 45.03' EXISTING DRAINAGE FLT LINE LINE � SI� LINES - 'Y /-/ VA N C RC` F N � .. J �/ ♦ ii • ii m . HEATED CONCRETE DRIVEWAY (use separate zone for portion or drive in road right -of -way, label on control box) , 5H T N I : 1. VERI TOPOGRAPHY INFORMATION SH ON TH15 51TE PLAN WITH EXISTING CONDITION5 FOR ACCURACY. 2. REFER TO SHEET A1.0 FOR GENERAL NOTE5. 3. REFER TO STRUCTURAL FOR ALL RETAINING WALLS. 4. REFER TO LANDSCAPE DRAWINGS FOR PAVING MATERIAL AND PROPOSED VEGETATION. COORDINATE IRRIGATION 5LEEVE5 PRIOR TO PAVING INSTALLATION. SITE DISTANCE LINES 96. t Segerberg Mayhew & Associates Architects P.C.- A.I.A. A = � A ;,.. 101 Eagle Road -Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com smarchs.com Revisions: 06 -14 -10 DRB 5U5MITTAL 06 -30 -10 DRB COMMENTS 01 -31 -11 PERMIT 5ET 3 - 15 - 11 CONST. COORD. 5ET 4 -11 -11 SITE COMMENT5 PER PUBLIC WORKS DEPT. 5 -3 -11 51TE REV PER CIVIL, ENGINEER Drawing Title: EROSION CONTROL PLAN 112=1 I Pr oject • I0.• /►/I s Check . Sheet: @2011 SMA 2. STAPLE WIRE FENCING TO THE POSTS, 4.5ACK FILL AND COMPACT THE E 501L. �-Y,�l r s . FOUND PIN & RED PLASTIC CAP LS 26626 ELV. 8070.0 - RE: LANDSCAPE DRAWING FOR PLANTINGS IN THIS AREA 4 � * I", iw \- -' BOULDER WALL ffim 4) PLAN NORTH • • �► 1. SET POSTS AND EXCA A 4 " X 4 TRENCH UPSLOPE ALONG THE LINE OF THE POST. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 1 r F4 STONE ON 3/4" T4G PLYWOOD, BLUED AND NAILED TO WOOD JOISTS. F5 WOOD FLOORING ON 3" T4G PLYWOOD, GLUED AND NAILED TO WOOD JOISTS W5 SYNTHETIC MEDIUM SAND FINISH ON 3/8" CEMENTITIOUS BASE COAT ON 1" 20 GAUGE WIRE ON W2 W6 1 HR. EIRE RESISTIVE CONSTRUCTION PER UL DESIGN NO. U305 W1 I HR. FIRE RESISTIVE CONSTRUCTION PER UL DESIGN NO. U329 CIE I L INCAS Cl 1x& T4G CEDAR SOFFIT BOARDS C I" TYPE 'X' GYP. BD. ON FRAMING PER GYP ASSOCIATION NO. FC 5513 FOR I HR. RATING 00Fa_ Rl CLASS A SYNTHETIC SHAKES - STAGGERED PATTERN - INTERWOVEN WITH 3 0 0 FELTS ON W.P. MEMBRANE ON " CDX PLYWD. SHEATHING ON 3" POLYISOCYANURATE INSULATION ON TYPE 30" FELT ON i" CDX PLYWD. SHEATHING ON WOOD FRAMING WITH R -38 UNFACED BATT INSULATION ON 6 MIL POLYETHYLENE VAPOR BARRIER R2 CLA65 A SYNTHETIC SHAKES - STAGGERED PATTERN - INTERWOVEN WITH 30* FELTS ON W.P. MEMBRANE ON " CDX PLYWD. SHEATHING ON WOOD FRAMING R3 STANDING SEAM METAL ROOFING 5AS Bl T.B.P. BY INTERIORS C CRI CUSTOM PROFILED CROWN MOLD 1. REFER TO SHEET A1.0 FOR !xENERAL NOTES. 2. REFER TO SHEET A8.0 FOR WINDOW AND DOOR SCHEDULES. 3. SEE STRUCTURAL DRAWINGS FOR ALL RETAINING WALL. 4. WINDOW6 ARE DIMENSIONED TO CENTERLINES, U.O.N. 5, REFER TO SHEET A2.0 FOR GRADING, 6. ALL INTERIOR DOOR ROUGH OPENING RETURNS TO BE A MIN. OF 6" FROM ADJACENT WALL TO ALLOW FOR WOOD CASING, U.O.N. SYSTE NO AVINLQ Pi COLORED CONCRETE DRIVEWAY ON BEDDING SAND WITH SNOWMELT SYSTEM ON 4" GRAVEL FILL ON COMPACTED SUBGRADE 1=2 COLORADO BUFF SANDSTONE ON CONCRETE SLAB ON GRADE WITH SNOU.IMELT SYSTEM ON 4" GRAVEL FILL ON COMPACTED SUBGRADE P3 SAND SET COLORADO BUFF SANDSTONE ON 4" COMPACTED ROAD BASE WITH 5NOW1'1ELT SYSTEM ON COMPACTED 5U5GRADE P4 BUFF SANDSTONE ON SETTING BED ON W.P. MEMBRANE ON 2" LIGHTWEIGHT CONCRETE (SLOPE TO DRAIN) WITH 5NOWI ON W.P. MEMBRANE ON PLYWOOD ON FRAMING P5 2xro COMPOSITE WOOD DECKING I F1 REINFORCED CONCRETE SLAB ON 4" GRAVEL FILL ON COMPACTED 5UBGRADE. SEAL AT EXPOSED LOCATIONS F2 REINFORCED CONCRETE SLAB ON J" T4G PLYWOOD, GLUED AND NAILED TO WOOD JOISTS. F3 STONE ON REINFORCED CONCRETE SLAB ON 4 GRAVEL FILL ON COMPACTED SUBGRADE F& TILE ON ELECTRONIC HEAT MAT ON REINFORCED CONCRETE SLAB ON 4" GRAVEL FILL ON COMPACTED SUBGRADE F1 TILE ON ELECTRONIC HEAT MAT ON 3/4" T4G PLYWOOD, GLUED AND NAILED TO WOOD JOISTS. FS CARPET AND PAD ON REINFORCED CONCRETE SLAB ON 4" GRAVEL FILL ON COMPACTED SUBGRADE Fg CARPET AND PAD ON 3/4" T4G PLYWOOD, GLUED AND NAILED TO WOOD JOISTS. WALLS WI DRAINAGE BOARD ON 2" RIGID INSULATION ON FOUNDATION WATERPROOFING ON CAST -IN -PLACE CONCRETE FOUNDATION W2 AIR INFILTRATION BARRIER ON J" CDX PLYWOOD SHEATHING ON WOOD FRAMING WITH R -l9 BATT INSULATION AND ro MIL. POLYETHYLENE VAPOR BARRIER, PROVIDE HORIZ. BLOCKING AS REQUIRED. W3 4 " - (o" NOMINAL STONE VENEER ON WI/W2 W4 HORIZONTAL WOOD SIDING ON W2 CASING C1 T.B.D. BY INTERIORS COUNTE.RT01 C1RI T.BZ% BY INTERIORS -TO34RWA MI 2x4 WIRE15RU5HED CEDAR TRIM 1"12 2xro WIREBRUSHED CEDAR TRIM M3 3x8 WIREBRUSHED CEDAR TRIM M4 4x12 WIREBRUSHED CEDAR TRIM MS 3x10 WIREBRUSHED CEDAR TRIM Mr9> 4x6 RS. CEDAR OUTRIGGER M - 1 8x12 R.S. OUTRIGGER MB 4" THK, STONE SILL M9 8" THK. STONE LINTEL M10 SNOW FENCE M11 COPPER GUTTER AND DOWNSPOUT WITH HEAT CABLE M12 PERIMETER DRAINAGE SYSTEM M13 rox8 R.S. BRACKET M14 8x10 R.S. BRACKET MIra 4x8 R.S. CEDAR OUTRIGGER MI& 8x14 R.S. CEDAR BEAM c PLAN NORTH FRIMAR"r RE5I1DENCE LOUJE R, LEVEL FLOOfR FLAN 6CALE: 1/4" = 1' -0 2011 SMA s . r m m 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com Revisions: 06 -14 -10 DRB 5UBMITTAL 06 -30 -10 DRB COMMENTS 01 -31 -11 PERMIT SET 03 -15 -11 GONST COORD 6E1 04 -18 -11 RESPONSE TO TOY BLDG DEPT COMMENTS DATED 04 -14 -11 05 -03 -11 REVISED PERMIT SET Drawing Title: 10911ANOWINTA4021 we m. • fl- I� �f : 33 00& . 00 Check Drawn by: 5m< . &HEFT NOTE ,5: FS WOOD FL ON T dG PLYWOOD ON i T4G PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS F6 FLOOR TILE ON MORTAR BED ON REINFORCED CONCRETE SLAB ON CONT. VAPOR BARRIER ON 2" RIGID INSULATION ON 4" GRAVEL FILL ON COMPACTED SUBGRADE F1 FLOOR TILE ON MORTAR BED ON 3/4" T4G PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS. P FLOOR TILE ON THINSET ON ELECTRONIC NEAT MAT ON REINFORCED CONCRETE SLAB ON CONT. VAPOR BARRIER ON 2" RIGID INSULATION ON 4" -GRAVEL FILL ON COMPACTED 5U8GRADE F9 TILE ON THINSET ON ELECTRONIC HEAT MAT ON 3/4" T4G PLYWOOD, -GLUED AND SCREWED TO WOOD JOISTS. FIQ CARPET AND PAD ON REINFORCED CONCRETE SLAB ON CONT. VAPOR BARRIER ON 2" RIGID INSULATION ON 4" GRAVEL FILL ON COMPACTED SUBGRADE F11 CARPET AND PAD ON 3/4" T4G PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS. WALLS Wl 2 RIGID INSULATION ON FOUNDATION WATERPROOFING ON CAST -IN -PLACE CONCRETE FOUNDATION W2 AIR INFILTRATION BARRIER ON �" CDX PLYWOOD SHEATHING ON WOOD FRAMING WITH R -21 BLOWN -IN INSULATION AND 6 MIL. POLYETHYLENE VAPOR BARRIER PROVIDE HORIZ. BLOCKING AS REQUIRED. W3 4 " -6 " NOMINAL STONE VENEER ON WI/W2 W4 HORIZONTAL WOOD 51DING ON W2 WS SYNTHETIC MEDIUM SAND FINISH ON 318" CEMENTITIOUS BASE COAT ON I" 20 GAUGE WIRE ON W2 W6 I HR FIRE RESISTIVE CONSTRUCTION PER UL DESIGN NO. U3O5 W1 I HR FIRE RESISTIVE CONSTRUCTION PER UL DESIGN NO. U325 R4 STANDING SEAM METAL ROOFING ON W.P. MEMBRANE ON J" CDX PLYWD. SHEATHING ON WOOD FRAMING 1" I- SCELLANEOU5 MI 2x4 WIREBRUSHED CEDAR TRIM M2 2x6 WIREBRUSHED CEDAR TRIM M3 3x8 WIREBRUSHED CEDAR TRIM M4 4x12 WIREBRUSHED CEDAR TRIM M3 3x10 WIREBRUSHED CEDAR TRIM M6 4x6 R5. CEDAR OUTRIGGER M"l 8x12 RS. OUTRIGGER MS 4" THK. STONE SILL M9 5" THK. STONE LINTEL MIQ SNOW PENCE M11 COPPER GUTTER AND DOWNSPOUT WITH HEAT CABLE M12 PERIMETER DRAINAGE SYSTEM M13 6x8 R5. BRACKET M14 BxiO RS. BRACKET M15 4x8 R5. CEDAR OUTRIGGER MI6 5xl4 R5. CEDAR BEAM I. REFER TO SHEET A1.0 FOR GENERAL NOTES. 2. REFER TO SH A8.O FOR WINDOW AND DOOR SCHEDULES. 3. SEE STRU CTURAL DRAWINGS FOR ALL RETAINING WALL. 4. WINDOWS ARE DIMENSIONED TO CENTERLINES, U.O.N. 5. REFER TO SHEET A2.0 FOR GRADING. 6. ALL INTERIOR DOOR ROUGH OPENING RETURNS TO BE A MIN. OF (0" FROM ADJACENT WALL TO ALLOW FOR WOOD CASING, U.ON. SYSTEM NOT Aft PI COLORED CONCRETE DRIVEWAY ON 5EDDING SAND WITH SNOWMELT SYSTEM ON 4" GRAVEL FILL ON COMPACTED SUBGRADE 1=2 COLORADO BUFF SANDSTONE ON CONCRETE SLAB ON GRADE WITH SNOWMELT SYSTEM ON 4 " GRAVEL FILL ON COMPACTED SUBGRADE P3 SAND SET COLORADO BUFF SANDSTONE ON 4" COMPACTED ROAD BASE WITH SNOWMELT SYSTEM ON COMPACTED SUBGRADE R4 BUFF SANDSTONE ON SLOPED SETTING BED ON DRAINAGE BD -W.P. MEMBRANE SYSTEM (SLOPE TO DRAIN) WITH SNOWMELT TURING IN SETTING BED ON PLYWOOD ON FRAMING I=E 2x6 COMPOSITE WOOD DECKING FL OORS Fl REINFORCED CONCRETE SLAB ON CONT. VAPOR BARRIER ON 2" RIGID INSULATION ON 4 " GRAVEL FILL ON COMPACTED SUBGRADE. SEAL AT EXPOSED LOCATIONS F2 REINFORCED CONCRETE SLAB ON J" T4G PLYWOOD, GLUED AND NAILED TO WOOD JOISTS. F3 STONE ON MORTOR BED ON REINFORCED CONCRETE SLAB ON CONT. VAPOR BARRIER ON 2" RIGID INSULATION ON 4" GRAVEL FILL ON COMPACTED SUBGRADE F4 STONE ON MORTAR BED ON 3/4" T4G PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS. CE IL IN(3S Cl 1x6 T4G CEDAR SOFFIT BOARDS C2 I TYPE X` GYP. BD. ON FRAMING PER GYPSUM A55OCIATION NO. PC 5513 FOR I HR RATING C3 2 LAYERS DENSGLAS -GOLD FIREGUARD TYPE 'X' GYP. BD. ROOC)FS RI CLASS A SYNTHETIC SHAKES - STAGGERED PATTERN - INTERWOVEN WITH 30# FELTS ON W.P. MEMBRANE ON J" CDX PLYWD. SHEATHING ON WOOD FRAMING WITH R -49 BLOWN -IN INSULATION ON 6 MIL POLYETHYLENE VAPOR BARRIER R2 CLASS A SYNTHETIC SHAKES - STAGGERED PATTERN - INTERWOVEN WITH 30*' FELTS ON W.P. MEMBRANE ON CDX PLYWD. SHEATHING ON WOOD FRAMING R3 STANDING SEAM METAL ROOFING ON W.P. MEMBRANE ON TYPE 30" FELT ON I CDX PLYWD. SHEATHING ON WOOD FRAMING WITH R -49 BLOWN -IN INSULATION ON 6 MIL POLYETHYLENE VAPOR BARRIER Segerberg Mayhew & Associates Architects • • • W.1 01 1101 REM 0 % • 101 Eagle Road -Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info@smarchs.com www.smarchs.com Revisions: 06 -14 -10 DRB SUBMITTAL (o-30 -10 DRB COMMENTS 01 -31 -11 PERMIT SET 03-1,r2-11 CONST COORD 5E 04 -18 -11 RE5PON5E TO TOY BLDG DEPT COMMENTS DATED 04 -14 -11 05 -03 -11 REVISED PERMIT SET Drawing PRIMARY RESIDENCE ENTV,Y LEVEL FLOOR PLAN 0 PLAN NORl'I -4 ':�) FLAN 2411 SMA I Checked by: iGS' 1. REFER TO SHEET A1.0 FOR GENERAL NOTES. 2. REFER TO SHEET A8.0 FOR WINDOW AND DOOR SCHEDULES. 3. SEE STRUCTURAL DRAWINGS FOR ALL RETAINING WALL. 4. WINDOWS ARE DIMENSIONED TO CENTERLINES, U.O.N. 5, REFER TO SHEET A2.0 FOR GRADING. (o. ALL INTERIOR DOOR ROUGH OPENING RETURNS TO BE A MIN. OF (o" FROM ADJACENT WALL TO ALLOW FOR WOOD CASING, U.O.N. --------- -____. I i i F_ — — — — — — — — — — — — — — — — — — — — — -- iii - - - -- - -- � �I I� L -------- - - - -- -- L I SY NOT s5 FAVING P1 COLORED CONCRETE DRIVEWAY ON BEDDING SAND WITH SNOWMELT SYSTEM ON 4" GRAVEL FILL ON COMPACTED SUBGRADE F2 COLORADO BUFF SANDSTONE ON CONCRETE SLAB ON GRADE WITH SNOWMELT SYSTEM ON 4" GRAVEL FILL ON COMPACTED 5U5GRADE P3 SAND SET COLORADO BUFF SANDSTONE ON 4" COMPACTED ROAD BASE WITH 5NOWMELT SYSTEM ON COMPACTED SUBGRADE P4 BUFF SANDSTONE ON SLOPED SETTING BED ON DRAINAGE BD -W.P. MEMBRANE SYSTEM (SLOPE TO DRAIN) WITH SNOWMELT TUBING IN SETTING BED ON PLYWOOD ON FRAMING P5 2x6 COMPOSITE WOOD DECKING I F1 REINFORCED CONCRETE SLAB ON CONT. VAPOR BARRIER ON 2" RIGID INSULATION ON 4 GRAVEL FILL ON COMPACTED SUBGRADE. SEAL AT EXPOSED LOCATIONS F2 REINFORCED CONCRETE SLAB ON J" T4G PLYWOOD, GLUED AND NAILED TO WOOD JOISTS. F3 STONE ON MORTOR BED ON REINFORCED CONCRETE SLAB ON CONT. VAPOR BARRIER ON 2" RIGID INSULATION ON 4" GRAVEL FILL ON COMPACTED SUBGRADE F4 STONE ON MORTAR BED ON 3/4" T4G PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS. F5 WOOD FLOORING ON T4G PLYWOOD ON J" T4G PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS F6 FLOOR TILE ON MORTAR BED ON REINFORCED CONCRETE SLAB ON CONT. VAPOR BARRIER ON 2" RIGID INSULATION ON 4" GRAVEL FILL ON COMPACTED SUBGRADE F FLOOR TILE ON MORTAR BED ON 3/4" T46s PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS. Fg FLOOR TILE ON THINSET ON ELECTRONIC HEAT MAT ON REINFORCED CONCRETE SLAB ON CONT. VAPOR BARRIER ON 2" RIGID INSULATION ON 4" GRAVEL FILL ON COMPACTED 5U5GRADE F9 TILE ON THINSET ON ELECTRONIC HEAT MAT ON 3/4" T4G PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS. FIO CARPET AND PAD ON REINFORCED CONCRETE SLAB ON CONT. VAPOR BARRIER ON 2" RIGID INSULATION ON 4" GRAVEL FILL ON COMPACTED 6UBGRADE F11 CARPET AND PAD ON 3/4" T4G PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS. WALLS W1 2 RIGID INSULATION ON FOUNDATION WATERPROOFING ON CAST -IN -PLACE CONCRETE FOUNDATION W2 AIR INFILTRATION BARRIER ON I" CDX PLYWOOD SHEATHING ON WOOD FRAMING WITH R -21 BLOWN -IN INSULATION AND 6 MIL. POLYETHYLENE VAPOR BARRIER. PROVIDE HORN. BLOCKING AS REQUIRED. W3 4 " -6" NOMINAL STONE VENEER ON WI/W2 W4 HORIZONTAL WOOD SIDING ON W2 WS SYNTHETIC MEDIUM SAND FINISH ON 3/5" CEMENTITIOUS BASE COAT ON 1 20 GAUGE WIRE ON 0 W(o I HR. FIRE RESISTIVE CONSTRUCTION PER UL DESIGN NO. U305 Wl I HR. FIRE RESISTIVE CONSTRUCTION PER UL DESIGN NO. U32 CE I L INQs CI 1x6 T4G CEDAR SOFFIT BOARDS C2 i TYPE 'X' GYP. BD. ON FRAMING PER GYPSUM ASSOCIATION NO. FC 5513 FOR 1 HR RATING C3 2 LAYERS DENSGLAS GOLD FIREGUARD TYPE 'X' GYP. BD. .R00F5 RI CLA55 A SYNTHETIC SHAKES - STAGGERED PATTERN - INTERWOVEN WITH 30* FELTS ON W.P. MEMBRANE ON i CDX PLYWD. SHEATHING ON WOOD FRAMING WITH R -49 BLOWN -IN INSULATION ON 6 MIL POLYETHYLENE VAPOR BARRIER R2 CLASS A SYNTHETIC SHAKES - STAGGERED PATTERN - INTERWOVEN WITH 30* FELTS ON W.P. MEMBRANE ON „ CDX PLYWD. SHEATHING ON WOOD FRAMING 1R3 STANDING SEAM METAL ROOFING ON W.P. MEMBRANE ON TYPE 30* FELT ON J" CDX PLYWD. SHEATHING ON WOOD FRAMING WITH R -49 BLOWN -IN INSULATION ON 6 MIL POLYETHYLENE VAPOR BARRIER JR4 STANDING SEAM METAL ROOFING ON W.P. MEMBRANE ON J" CDX PLYWD. SHEATHING ON WOOD FRAMING MISCELLANEOUS MI 2x4 WIREBRUSHED CEDAR TRIM M2 2x6 WIRE5RU5HED CEDAR TRIM M3 3x8 WIREBRUSHED CEDAR TRIM M4 4xi2 WIREBRUSHED CEDAR TRIM M5 3x10 WIREBRUSHED CEDAR TRIM M6 4x6 R.S. CEDAR OUTRIGGER M1 8x12 R.S. OUTRIGGER MS 4" THK. STONE SILL M9 8" THK. STONE LINTEL MIO SNOW FENCE MII COPPER GUTTER AND DOWNSPOUT WITH HEAT CABLE M12 PERIMETER DRAINAGE SYSTEM M13 6x5 R.S. BRACKET M14 5x10 R.S. BRACKET M 15 4x5 R.S. CEDAR OUTRIGGER M16 5x14 R.S. CEDAR BEAM PRIMAR"� R Uf=f=EfR, LEVEL FLOOfR FLAN &CALE: 1/4 " = 1' -0 egerberg Mayhew & Associates Architects P.C.- A.I.A. ' • 101 Eagle Road -Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info@smarchs.com www.smarchs.com Revisions: 06 -14 -10 DRB SUBMITTAL 06 -30 -10 DRB COMMENTS 01 -31 -11 PERMIT SET 03 -15 -11 CONST COORD SET 04 -18 -11 RESPONSE TO TOV BLDG DEPT COMMENTS DATED 04 -14 -11 05 -03 -11 REVISED PERMIT SET Drawing PRIMARY RESIDE UPPER !. P LAN Date: 0(o-14-10 Project No: 3300&,00 Drawn by: 5MK Checked by: K5 I 1 I 1 I I I I &HEFT NOTES= 1. REFER TO 5H A1.0 FOR GENERAL NOTES. 2. REFER TO SHEET A8.0 FOR WINDOW AND DOOR 6CHEDULE5. 3. 5 EE 5TRU CTURAL DRAWING6 FOR ALL RETAINING WALL. 4. WINDOW5 ARE DIMEN51ONED TO CENTERLINES, U.O.N. 5. REFER TO 5HEET A2.0 FOR GRADING. 6. ALL INTERIOR DOOR ROUGH OR =ENING RRETURN5 TO BE A MIN. OF 6" FROM ADJACENT WALL TO ALLOW FOR WOOD GASING, U.O.N. IN SYST M NOTES P AV ING Pl COLORED CONCRETE DRIVEWAY ON BEDDING SAND WITH 6NOWI`1ELT SYSTEM ON 4" GRAVEL FILL ON COMPACTED SUBGRADE P2 COLORADO BUFF SANDSTONE ON CONCRETE SLAB ON GRADE WITH SNOWMELT SYSTEM ON 4" GRAVEL FILL ON COMPACTED SUSGRADE P3 SAND SET COLORADO BUFF SANDSTONE ON 4" COMPACTED ROAD BASE WITH SNOWMELT SYSTEM ON COMPACTED SUBGRADE P4 BUFF SANDSTONE ON SETTING BED ON W.P. MEMBRANE ON 2" LIGHTWEIGHT CONCRETE (SLOPE TO DRAIN) WITH SNOWMELT ON W.P. MEMBRANE ON PLYWOOD ON FRAMING P5 2xro COMPOSITE WOOD DECKING FL OORS F1 REINFORCED CONCRETE SLAB ON 4" GRAVEL FILL ON COMPACTED SUBGGRADE. SEAL AT EXPOSED LOCATIONS F2 REINFORCED CONCRETE SLAB ON J" T 4G PLYWOOD, GLUED AND NAILED TO WOOD JOISTS. F3 STONE ON REINFORCED CONCRETE SLAB ON 4" GRAVEL FILL ON COMPACTED SUBGRADE F4 STONE ON 3/4 " TOG PLYWOOD, GLUED AND NAILED TO WOOD JOISTS. F5 WOOD FLOORING ON J" TkG PLYWOOD, GLUED AND NAILED TO WOOD JOISTS 1% TILE ON ELECTRONIC HEAT MAT ON REINFORCED CONCRETE SLAB ON 4" GRAVEL FILL ON COMPACTED SUBGRADE F TILE ON ELECTRONIC HEAT MAT ON 3/4" TOG PLYWOOD, GLUED AND NAILED TO WOOD JOISTS. Fa CARPET AND PAD ON REINFORCED CONCRETE SLAB ON 4" GRAVEL FILL ON COMPACTED SUBGRADE Fg CARPET AND PAD ON 3/4" T 4G PLYWOOD, GLUED AND NAILED TO WOOD JOISTS. UJALL Wl DRAINAGE BOARD ON 2 RIGID INSULATION ON FOUNDATION WATERPROOFING ON CAST -IN -PLACE CONCRETE FOUNDATION W2 AIR INFILTRATION BARRIER ON I" CDX PLYWOOD SHEATHING ON WOOD FRAMING WITH R -19 BATT INSULATION AND �o MIL. POLYETHYLENE VAPOR BARRIER. PROVIDE HORIZ. BLOCKING AS REQUIRED. 1 110 All / " i 1 I / S.f li t A i T1 l l l It A l In 0 5ECONI)AR"f RE511DEEENCE LOWE O O .ice► ... A 5CALE: 1/4" = 1' -0" GO WN CRI CUSTOM PROFILED CROWN MOLD CASING C51 T.B.D. BY INTERIORS C OUNTPRT©ES GTRI T.B.D. BY INTERIORS MISCELLANEOUS Ml 2x4 WIREBRUSHED CEDAR TRIM M2 2xro WIREBRUSHED CEDAR TRIM M3 3xa WIREBRUSHED CEDAR TRIM M4 4x12 WIREBRUSHED CEDAR TRIM MS 3x10 WIREBRUSHED CEDAR TRIM M& 4xro R S. CEDAR OUTRIGGER MI &x12 R.S. OUTRIGGER Ma 4" THK. STONE SILL M9 8" THK. STONE LINTEL M10 SNOW FENCE M11 COPPER GUTTER AND DOWNSPOUT WITH HEAT CABLE M12 PERIMETER DRAINAGE SYSTEM M13 bxa R.S. BRACKET 1 &x10 R.S. BRACKET M15 4x8 R.S. CEDAR OUTRIGGER MI& 8x14 R.S. CEDAR BEAM 40 PLAN NORTH Seg Mayhew & Associates Architects P.C. - A.I.A. . ,.. 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info@smarebs.com www.smarchs.com Revisions: 06 -14 -10 DRB 5U5MITTAL 06 -30 -10 DRB COMMENTS 01 -31 -11 PERMIT 5ET 03-15-11 CON5T COORRD 5EI 04 -18 -11 RESPONSE TO TO BLDG DEPT COMMENTS DATED 04 -14 -11 05 -03 -11 REVISED PERMIT 5ET Drawing Title: •' ' D ate: Oro-14-10 Project No: 3300(0,00 Drawn by: 5mK Checked by: KS' W5 SYNTHETIC MEDIUM SAND FINISH ON 3 /a" CEMENTITIOUS SASE COAT ON 1" 20 GAUGE WIRE ON W2 Wro I HR FIRE RESISTIVE CONSTRUCTION PER UL DESIGN NO. U305 W1 i HR. EIRE RESISTIVE CONSTRUCTION PER UL DESIGN NO. U329 CEILINGS Cl lx6 TdG CEDAR SOFFIT BOARDS C2 J" TYPE 'X' GYP, aD. ON FRAMING PER GYPSUM ASSOCIATION NO. PC 5513 FOR 1 HR RATING ROC F5 Ri CLASS A SYNTHETIC SHAKES - STAGGERED PATTERN - INTERWOVEN WITH 30 FELTS ON W.P. MEMBRANE ON " CDX PLYWD. SHEATHING ON 3" POLYISOCYANURATE INSULATION ON TYPE 30# FELT ON I" CDX PLYWD. SHEATHING ON WOOD FRAMING WITH R -3a UNFACED BATT INSULATION ON ro MIL POLYETHYLENE VAPOR BARRIER R2 CLASS A SYNTHETIC SHAKES - STAGGERED PATTERN - INTERWOVEN WITH 30 FELTS ON W.P. MEMBRANE ON " CDX PLYWD. SHEATHING ON WOOD FRAMING f R3 STANDING SEAM METAL ROOFING 5A SES -TORS r-- m ._ � . - '� 1. REFER TO SHEET A1.O FOR GENERAL NOTES. 2. REFER TO SHEET AS.O FOR WINDOW AND DOOR 53NEDULE5. 3. 5EE 5TRUCTURAL DRAUJINGS FOR ALL RETAINING WALL. 4. WINDOWS ARE D IMEN51ONED TO CENTERLINES, U.O.N. 5. REFER TO SHEET A2.0 FOR GRADING. 6. ALL INTERIOR DOOR ROUGH OPENING RETURNS TO 5E A MIN. OF 6" FROM ADJACENT WALL TO ALLOW FOR WOOD CASING, U.O.N. S ST M NOTES Ems► PAV ING Pl COLORED CONCRETE DRIVEWAY ON BEDDING SAND WITH SNOWMELT SYSTEM ON 4 GRAVEL FILL ON COMPACTED SL15GRADE 1=2 COLORADO BUFF SANDSTONE ON CONCRETE SLAB ON GRADE WITH SNOWMELT SYSTEM ON 4" GRAVEL FILL ON COMPACTED SUBGRADE P3 SAND SET COLORADO BUFF SANDSTONE ON 4" COMPACTED ROAD BASE WITH SNOWMELT SYSTEM ON COMPACTED SUBGRADE P4 BUFF SANDSTONE ON SETTING BED ON W.P. MEMBRANE ON 2" LIGHTWEIGHT CONCRETE (SLOPE TO DRAIN) WITH SNOWMELT ON W.P. MEMBRANE ON PLYWOOD ON FRAMING P5 2x6 COMPOSITE WOOD DECKING I=LOOR5 Fi REINFORCED CONCRETE SLAB ON 4" GRAVEL FILL ON COMPACTED SUBGRADE. SEAL AT EXPOSED LOCATIONS F2 REINFORCED CONCRETE SLAB ON J" T4G PLYWOOD, GLUED AND NAILED TO WOOD JOISTS. F3 STONE ON REINFORCED CONCRETE SLAB ON 4" GRAVEL FILL ON COMPACTED SUBGRADE F4 STONE ON 3/4" T4G PLYWOOD, GLUED AND NAILED TO WOOD JOISTS. F5 WOOD FLOORING ON J" T4G PLYWOOD, GLUED AND NAILED TO WOOD JOISTS F6 TILE ON ELECTRONIC HEAT MAT ON REINFORCED CONCRETE SLAB ON 4" GRAVEL FILL ON COMPACTED SUBGRADE F TILE ON ELECTRONIC HEAT MAT ON 3/4" T43 PLYWOOD, GLUED AND NAILED TO WOOD JOISTS. FS CARPET AND PAD ON REINFORCED CONCRETE SLAB ON 4" GRAVEL FILL ON COMPACTED SUBGRADE Fg CARPET AND PAD ON 3l4" T4G PLYWOOD, GLUED AND NAILED TO WOOD JOISTS. WAL WI DRAINAGE BOARD ON 2" RIGID INSULATION ON FOUNDATION WATERPROOFING ON CAST -IN -PLACE CONCRETE FOUNDATION W2 AIR INFILTRATION BARRIER ON J" CDX PLYWOOD SHEATHING ON WOOD FRAMING WITH R -19 BATT INSULATION AND 6 MIL_ POLYETHYLENE VAPOR BARRIER. PROVIDE HORIZ. BLOCKING AS REQUIRED. W3 4 " -6" NOMINAL STONE VENEER ON WI1W2 W4 HORIZONTAL WOOD SIDING ON W2 W5 SYNTHETIC MEDIUM SAND FINISH ON 318" CEMENTITIOUS BASE COAT ON P 20 GAUGE WIRE ON W2 W6 1 HR FIRE RESISTIVE CONSTRUCTION PER UL DESIGN NO. U3O5 W 1 HR. FIRE RESISTIVE CONSTRUCTION PER UL DESIGN NO, U329 C1= IL INQ6 GI 1x6 T4G CEDAR SOFFIT BOARDS C �" TYPE X' GYP. BD. ON FRAMING PER GYPSUM ASSOCIATION NO. PC 5513 FOR I HR. RATING c0 R1 CLASS A SYNTHETIC SHAKES - STAGGERED PATTERN - INTERWOVEN WITH 30 FELTS ON W.P. MEMBRANE ON " CDX PLYWD. SHEATHING ON 3" POLYISOCYANURATE INSULATION ON TYPE 30 FELT ON J" CDX PLYWD. SHEATHING ON WOOD FRAMING WITH R -38 UNFACED BATT INSULATION ON 6 MIL POLYETHYLENE VAPOR BARRIER R2 CLASS A SYNTHETIC SHAKES - STAGGERED PATTERN - INTERWOVEN WITH 30# FELTS ON W.P. MEMBRANE ON " CDX PLYWD_ SHEATHING ON WOOD FRAMING R3 STANDING SEAM METAL ROOFING 5SIES 51 T.B.D. BY INTERIORS 5ECONDARY RE51DENCE Uf=FEfR LEVEL FLOOfR FILAN SCALE: 114" = 1' - 0" C ROUN CRi CUSTOM PROFILED CROWN MOLD C C51 T.B.D. BY INTERIORS COUNT = ' t01c"s CTfRI T.B.D. BY INTERIORS MISCELLANEOU$ Ml 2x4 WIREBRUSHED CEDAR TRIM M2 2x6 WIREBRUSHED CEDAR TRIM M3 3x8 WIREBRUSHED CEDAR TRIM M4 4x12 WIREBRUSHED CEDAR TRIM M5 3xi0 WIREBRUSHED CEDAR TRIM M6 4x6 R.S. CEDAR OUTRIGGER M1 8x12 R.S. OUTRIGGER M5 4" THK. STONE SILL M9 8" THK. STONE LINTEL M10 SNOW PENCE M11 COPPER GUTTER AND DOWNSPOUT WITH HEAT CABLE M12 PERIMETER DRAINAGE SYSTEM M13 6x8 R.S. BRACKET M14 SxIO R.S. BRACKET M15 4x8 R.S_ CEDAR OUTRIGGER M16 8x14 R.S. CEDAR BEAM 0 PLAN NOR ?I -4 @2011 SMA Segerberg Mayhew & Associates Architects IV W- , *. 101 Eagle Road -Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com '- _ =1 06 -14 -10 DRS 5UBMITTAL 06 -30 -10 DRB COMMENTS 01 -31 -11 PERMIT 5ET 03 -15 - CONST COORD 5EI 04 -18 -11 RE5PON5E TO TOV BLDG DEPT COMMENTS DATED 04 -14 -11 05 -03 -11 REVISED PERMIT 5ET Drawing Title: Date: - - -- III Pr o j ec t � I �I 33 00 &. 00 Drawn by: M&< Checked by: <5 Segerberg Mayhew & Associates Architects P.C.-A.I.A. . W = • I - IV W.M 1 211 , 2 4 1 WE= 11 , 2 4 19 a a LIM Main Office: Eagle-Vail 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 Denver Office 12600 West Colfax Avenue #A-140 Lakewood, CO 80215 Tel: 303.623.3355 Fax: 303.623.2262 info@smarchs.com www.smarcbs.com Revisions: 06-14-10 IDRE3 5UE3MITTAL 06-30-10 DR5 COMMENTS 01-31-11 PERMIT SET 03-15 -11 CON5T COORP 6E1 04-15-11 RESPONSE TO TOV 5LDG DEFT COMMENTS DATED 04-14-11 05-03-11 REVISED PERMIT SET Drawing Title: Date: Oro-14-10 11 E Project No: 3300ro,00 Checked by: <6 Sheet: om EXTEND W.P. MEMBRANE 30" UP WALL SIDING MATERIAL z 20 OZ. COPPER FLASHING PRESSURE-FIT AND HEMMED SYNTHETIC SHAKES W1 TYPE U_ 30 FELT INTERLAYMENT, RI W.P. MEMBRANE CONT. /— ROOF SHEATHING HEADWALL FLA&HING_ SCALE: 1 1/2" = I'-0 EXTEND W.P. MEMBRANE Er 0 1 30" UP WALL SIDING MATERIAL Iro" OZ. COPPER STEPPED FLASHING z U_ & � SYNTHETIG SNAKES, RI r t ' FLASHING MEMBRANE OF SHEATHING 51E)EUJALL FL SCALE: 1 1/2" = 1'-0 EXTEND W.P. 1 OVER CURB UP WALL 30" 2x FRAMED C 5LOPED 2xro FRAMING W/ R I9 IN6UL4 IRE: ELEV'5. FOR BATTER CONT. 5/6" TT GYP. 5RD. TC CHIMNEY GAF HD'R RE, 5TF I E T AT &GALE: 1 1/2" = I'-0 VALLE'T` DETAIL 6GALE. 1 1/2" = 1'-0" LISTED AND LABELED DECORATIVE 5HROUD FIREPLACE FLUES - LINE OF SHROUD CAP ABOVE FlfREFLACE CHI1°INE"r C;Af= FLAN 5CALE: 1/2" = 1'-0 2X BLOCKING COPPER EDGI FLASHING 2X8 IR-5. FA5CI JXro CEDAR T SOFFIT BOARD COPPER EDGE DRIP FLASHING GUTTERS WHERE INDICATED 2Xro 5U5FA5CIA� 2x8 R-6 FASCIA 2xI0 R5. FASCIA 12 I ID GT E r 6C,4LE. 1 1/2" = I'-0 ReDrA__ n\/;:RWAm0 (OW) Segerberg Mayhew & Associates Architects P.C.-A.I.A. ARCHITECTURE, PLANNING, INTERIORS Main Office: Eagle-Vail 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 Denver Office 12600 West Colfax Avenue #A-140 Lakewood, CO 80215 Tel: 303.623.3355 Fax: 303.623.2262 info@smarchs.com www.smarchs.com Revisions: 06-14-10 DR5 5U5MITTAL 06-30-10 DR5 COMMENTS 01 PERMIT 5ET 03 CON6T COORID SET 04 - 11 RESPONSE TO TOV BLDG DEFT COMMENTS DATED 04-14-11 05-03-11 REVISED PERMIT SET Drawing Title: ROOF DETAILS SYNTHETIC SHAKE RIDGE CAP DRILL 1"0 HOLES THROUGH W.P. MEMBRANE, PLYWOOD, FOAM AND PLYWOOD o12 O.C. ENE) FELT TYPE 30 FELT (30" WIDE) ACRO66 RIDGE AND HOLES RIDGE IV RE- ROOF PLAN r MEMBRANE RI 1/2" PLY OVER 3 RIGID FOAM RIDGE BEAM (RE. STRUCT.) WRAP W/ GYP. 5D. -AT 2X BLOCKING AND D COPPER ;=DC- 4TIVE FLASHING WITH 2X8 R.S. FASC :)GE 2 LAYERS DE GOLD FIREGU 1 XI GYP. 5D. IX& CEDAR - SOFFIT eOAR>1 SIG to 12 GAF ELEVATION CHI NE CAF SECTION A<E= I HfR, CON5TfRUCT. ON UNIDEfR51DE ,44,1 &CALE. I = 1' -0 44.1 ) eC,4LE 1" = 1' -0" A4.1 )SCALE: 1 1/2 = 1 -0" 45HING; COPPER EDGE DRIP FLASHING MIN. EXTENT OF (2) LAYERS 'ICE AND WATER SHEILD' INSTALLATION 'mot -'t K YALLtT W1 CRIMPED ::OFFER CLEATS '1AX. _AF W.P. IF EA. SIDE OF 3lY 24" 2 DETAL ( 5C,4LE: 1 1/2" = 1'-0 Ix& T4G SOFFIT 5D6 T - k�r F, EA VE 5C,4LE: 1 1/2" = 1' -Oil OUTSIDE FACE OF 21-011 STUD WALL (Or-.6.W.) ROOF OVERHANG (O.H.) RE. ROOF PLAN 5LOCK'G GUTTERS WHERE INDICATED 2X6 5U5FA5CIA 2x8 R.6 FASCIA 2xI0 R.S. FASCIA 2 LAYERS r_>EN6GLA55 GOLD FIREGUARD TYPE 1 XI GYP. 5D. Ix& T4G SOFFIT eDS EAVE= I H. CON5TFUCT. ON UNDEF,51DE o 1t nf- /-'i N I A ' t- I I t- AklY ill A-rt-i 1 _1 It-It t l tkle-..r A I A r I ^k I Sheet: 5U LD INN ELEVAT &MEET NOTE ,51. 1. REFER TO SHEET 41.0 FOR GENERAL NOTES. 2. REFER TO S HEET A8.0 FOR WINDOW AND DOOR SC HEDULES. 3. SEE STRUCTURAL DRAWINGS FOR ALL RETAINING WALL. 4. GRADE SHOWN 16 SCHEMATIC. REFER TO THE SITE PLAN FOR FURTHER INFORMATION. F). SEE ROOF PLAN FOR ALL PLATE AND RIDGE HEIGHTS. 33' HEIGHT LIMIT AT RIDGE _ RI _ RI R3 811` -�" - I I f l l II I I I I II IIII 11 IIII II i l f l I I A A 1� a , 0� _ - _ 1i II iI I 1 I 1 I I 1 I ( 1 L O WER LEVEL II 8081 ' - 0"" EXISTING GRADE AT FACE OF BUILDING ] S , ... H11N1[*/1 .. P OUTHE /4,5T E 6CALE. 1 /4" = 1' -0 T.O. CHIMN Seerberg Mayhew & Associates Architects P.C.- A.I.A. ARCHITECTURE, PLANNING, INTERIORS 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com Revisions: 06 -14 -10 DRS SUSMITTAL 06 -30 -10 DRS COMMENTS 01 -31 -11 PERMIT SET 03-6 -11 CONST GOORD SE 04 -18 -11 RESPONSE TO TOV BLDG DEPT COMMENTS DATED 04 -14 -11 05 -03 -11 REVISED PERMIT SET Drawing BUILDING ELEVA Sheet: RI SYSTEM NO FAVIN Pl COLORED CONCRETE DRIVEWAY ON F5 WOOD FLOORING ON T4G PLYWOOD ON J" T4G 11,13 4 " -ro" NOMINAL STONE VENEER ON WI/W2 R4 STANDING SEAM METAL ROOFING ON BEDDING SAND WITH SNOWMELT SYSTEM ON PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS 1,1,14 HORIZONTAL WOOD SIDING ON W2 W.P- MEMBRANE ON I" CDX PLYWD. 4" GRAVEL FILL ON COMPACTED SUBGRADE J=ro FLOOR TILE ON MORTAR BED ON REINFORCED W5 5 SYNTHETIC MEDIUM SAND FINISH ON 3/S , � GEMENTlTIOUS SHEATHING ON WOOD FRAMING P2 COLORADO BUFF SANDSTONE ON CONCRETE CONCRETE SLAB ON CONT. VAPOR BARRIER ON 2" BASE COAT ON 1" 20 GAUGE WIRE ON W2 MISCEELLANEOUS SLAB ON GRADE WITH SNOWMELT SYSTEM ON RIGID INSULATION ON 4 GRAVEL FILL ON W(, I HR FIRE RESISTIVE CONSTRUCTION PER M1 2x4 WIREBRUSHED CEDAR TRIM 4" GRAVEL FILL ON COMPACTED SUBGRADE COMPACTED SUBGRADE UL DESIGN NO. U305 M2 2xh WIREBRUSHED CEDAR TRIM P3 SAND SET COLORADO BUFF SANDSTONE ON F"I FLOOR TILE ON MORTAR BED ON 3/4" T4G PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS. W� i HR FIRE RESISTIVE CONSTRUCTION PER M3 3x8 WIREBRUSHED CEDAR TRIM 4" COMPACTED ROAD BASE WITH SNOWMELT UL DESIGN ND. U329 M4 4x12 WIREBRUSNED CEDAR TRIM SYSTEM ON COMPACTED SUBGRADE F5 FLOOR TILE ON THINSET ON ELECTRONIC HEAT MAT ON P'4 BUFF SANDSTONE ON SLOPED SETTING BED ON REINFORCED CONCRETE SLAB ON CONT. VAPOR CIEILINGS M5 3x10 WIREBRUSHED CEDAR TRIM DRAINAGE BD -W.P. MEMBRANE SYSTEM (SLOPE BARRIER ON 2" RIGID INSULATION ON 4" GRAVEL FILL C1 Ixro T4G CEDAR SOFFIT BOARDS M� 4xF� RS. CEDAR OUTRIGGER TO DRAIN) WITH SNOWMELT TUBING IN SETTING ON COMPACTED SUBGRADE C2 y„ TYPE X GYP BD ON FRAMING PER GYPSUM . . MI Sx22 R.S. OUTRIGGER BED ON PLYWOOD ON FRAMING F9 TILE ON THINSET ON ELECTRONIC HEAT MAT ON 3/4 T4G ASSOCIATION NO. FC 5513 FOR I HR RATING M5 4" THK. STONE SILL P5 2x6 COMPOSITE WOOD DECKING PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS. C3 2 LAYERS DENSGLAS GOLD FIREGUARD TYPE 'X' GYP. BD. M 8" THK STONE LINTEL FL OORS FIO CARPET AND PAD ON REINFORCED CONCRETE SLAB Mis7J SNOW FENCE ON CONT. V APOR BARRIER ON 2" RIGID INSULATION ON � M11 COPPER GUTTER AND Fl REINFORCED CONCRETE SLAB ON CONT. 4" GRAVEL FILL ON COMPACTED SUBGRADE R1 CLASS A SYNTHETIC SHAKES - STAGGERED PATTERN - DOU NSPOUT WITH HEAT CABLE VAPOR BARRIER ON 2" RIGID INSULATION ON 4" F11 CARPET AND PAD ON 3/4" T4G PLYWOOD, GLUED INTERWOVEN WITH 3m* FELTS ON W.P. MEMBRANE ON J" CDX M12 PE:R(METER DRAINAGE SYSTEM GRAVEL FILL ON COMPACTED SUB LATION SEAL AND SCREWED TO WOOD JOISTS. PLYWD. SHEATHING ON WOOD FRAMING WITH R-4 BLOWN -IN M13 &x8 RS. BRACKET AT EXPOSED LOCATIONS F2 REINFORCED CONCRETE SLAB ON '" TAG ��. INSULATION ON 6 MIL POLYETHYLENE VAPOR BARRIER M14 SxlO RS, BRACKET PLYWOOD, GLUED AND NAILED TO WOOD JOISTS. W1 2" RIGID INSULATION ON FOUNDATION WATERPROOFING R2 CLASS A SYNTHETIC SHAKES - STAGGERED PATTERN - M15 4x8 RS. CEDAR OUTRIGGER F3 STONE ON MORTOR BED ON REINFORCED ON CAST -IN -PLACE CONCRETE FOUNDATION INTERWOVEN WITH 3O* FELTS ON W.P. MEMBRANE ON " Mlro Sx14 RS. CEDAR BEAM CONCRETE SLAB ON CONT. VAPOR BARRIER W2 AIR INFILTRATION BARRIER ON I" CDX PLYWOOD CDX PLYWD. SHEATHING ON WOOD FRAMING ON 2" RIGID INSULATION ON 4" GRAVEL FILL ON SHEATHING ON WOOD FRAMING WITH R -21 BLOWN -IN R3 STANDING SEAM METAL ROOFING ON W.P. MEMBRANE COMPACTED SUBGRADE INSULATION AND ro MIL. POLYETHYLENE VAPOR ON TYPE 30* FELT ON J" CDX PLYWD. SHEATHING ON F4 STONE ON MORTAR BED ON 3/4" T4G PLYWOOD, BARRIER. PROVIDE HORN. BLOCKING AS REQUIRED. WOOD FRAMING WITH R -49 BLOWN -IN INSULATION ON ro GLUED AND SCREWED TO WOOD JOISTS. �.�--�,, MIL POLYETHYLENE VAPOR BARRIER 7021 SMA �,Jk RIDGE I -I/2" ATTIC A 'r s os 50UT�4WET ELEVATION SCALP: 1/4" = I' -0 ATTIC VENT I!■ 1 ® I1 m 0 Z - SYSTEM NOT a PAVIN 1=1 COLORED CONCRETE DRIVEWAY ON E5 WOOD FLOORING ON T4G PLYWOOD ON J" T4G W3 4"-6" NOMINAL STONE VENEER ON WI/W2 1R4 STANDING SEAM METAL ROOFING C BEDDING SAND WITH SNOWMELT SYSTEM ON PLYWOOD, CLUED AND SCREWED TO WOOD JOISTS W4 HORIZONTAL WOOD SIDING ON W2 W.P. MEMBRANE ON i GDX PLYWD. 4" GRAVEL FILL ON COMPACTED SUBGRADE Fr, FLOOR TILE ON MORTAR BED ON REINFORCED / FIN 1 , GEMENTlTIOUS SHEATHINGS ON WOOD FRAMING P2 COLORADO BUFF SANDSTONE ON CONCRETE CONCRETE SLAB ON CONT. VAPOR BARRIER ON 2" BASE COAT ON 1" 20 GAUGE WIRE ON W2 MI SCELLAN1= 01.115' SLAB ON GRADE WITH SNOWMELT SYSTEM ON RIGID INSULATION ON 4 GRAVEL FILL ON UJ(o i HR. FIRE RESISTIVE CONSTRUCTION PER M1 2x4 WIREBRUSHED CEDAR TRIM 4 GRAVEL FILL ON COMPACTED SUBGRADE COMPACTED SUBGRADE UL DESIGN NO. U305 M2 2x6 WIREBRUSHED CEDAR TRIM P3 SAND SET COLORADO BUFF SANDSTONE ON F FLOOR TILE ON MORTAR BED ON 3/4" T4G PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS, W I HR. FIRE RESISTIVE CONSTRUCTION PER M3 3x8 WIREBRUSHED CEDAR TRIM 4" COMPACTED ROAD BASE WITH SNOWMELT SYSTEM ON COMPACTED SUBGRADE Fg FLOOR TILE ON THINSET ON ELECTRONIC HEAT MAT ON UL DESIGN NO. U32S M4 4xI2 WIREBRUSHED CEDAR TRIM P4 BUFF SANDSTONE ON SLOPED SETTING BED ON REINFORCED CONCRETE SLAB ON CONT. VAPOR CEILINGS M 5 3x10 WIREBRUSHED CEDAR TRIM DRAINAGE BD -W.P. MEMBRANE SYSTEM (SLOPE BARRIER ON 2 RIGID INSULATION ON 4 11 GRAVEL FILL C l 1x6 T46; CEDAR SOFFIT BOARDS Mrra 4x6 R.S. CEDAR OUTRIGGER TO DRAIN) WITH SNOWMELT TUBING IN SETTING ON COMPACTED SUBGRADE C2 �" TYPE 'X' GYP. BD. ON FRAMING PER GYPSUM M 8x12 R.S. OUTRIGGER BED ON PLYWOOD ON FRAMING Era TILE ON THINSET ON ELECTRONIC HEAT MAT ON 3/4" T4G ASSOCIATION NQ. FG 5513 FOR 1 HR RATING MS 4" THK STONE SILL PE 2x6 COMPOSITE WOOD DECKING PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS. G3 2 LAYERS DENSGLAS GOLD FIREGUARD TYPE 'X' GYP. BD. M9 8" THK STONE LINTEL FL OOR S FIO CARPET AND PAD ON REINFORCED CONCRETE SLAB MIO SNOW FENCE ON CONT. VAPOR BARRIER ON 2 RIGID INSULATION ON �C:r.1" M11 COPPER GUTTER AND F1 REINFORCED CONCRETE SLAB ON GOVT. 4" GRAVEL FILL ON COMPACTED SUBGRADE RI CLASS A SYNTHETIC SHAKES - STAGGERED PATTERN - DOWNSPOUT WITH HEAT GABLE VAPOR BARRIER ON 2" RIGID INSULATION ON 4" Ell CARPET AND PAD ON 3/4 T4G PLYWOOD, GLUED INTERWOVEN WITH 30" FELTS ON W.P. MEMBRANE ON J" GDX M12 PERIMETER DRAINAGE SYSTEM GRAVEL FILL ON COMPACTED SUBGRADE. SEAL AT EXPOSED LOCATIONS AND SCREWED TO WOOD JOISTS. PLYWD. SHEATHING ON WOOD FRAMING WITH R -49 BLOWN -IN M13 6x8 R.S. BRACKET F2 REINFORCED CONCRETE SLAB ON J" T4G LUALLS INSULATION ON 6 MIL POLYETHYLENE VAPOR BARRIER M14 8x10 R.S. BRACKET PLYWOOD, GLUED AND NAILED TO WOOD JOISTS. U!1 2 RIGID INSULATION ON FOUNDATION WATERPROOFING RZ CLASS A SYNTHETIC SHAKES - STAGGERED PATTERN - M1� 4x8 R.S. CEDAR OUTRIGGER F3 STONE ON MORTAR BED ON REINFORCED ON CAST -IN -PLACE CONCRETE FOUNDATION INTERWOVEN WITH 30* FELTS ON W.P. MEMBRANE ON MI6 8x14 RS. CEDAR BEAM CONCRETE SLAB ON CONT. VAPOR BARRIER W2 AIR INFILTRATION BARRIER ON I" CDX PLYWOOD CDX PLYWD. SHEATHING ON WOOD FRAMING ON 2" RIGID INSULATION ON 4" GRAVEL FILL ON SHEATHING ON WOOD FRAMING WITH R -21 BLOWN -IN R3 STANDING SEAM METAL ROOFING ON W.P. MEMBRANE COMPACTED SUBGRADE INSULATION AND 6 MIL. POLYETHYLENE VAPOR ON TYPE 30" FELT ON I" CDX PLYWD. SHEATHING ON F4 STONE ON MORTAR BED ON 3/4" T4G PLYWOOD, BARRIER. PROVIDE HORIZ. BLOCKING AS REQUIRED. WOOD FRAMING WITH R -49 BLOWN -IN INSULATION ON 6 GLUED AND SCREWED TO WOOD JOISTS. MIL POLYETHYLENE VAPOR BARRIER 3 5ULDING ELEVATION &MEET NOTE ,5: I. REFER TO SHEET A1.0 FOR GENERAL NOTES. 2. REFER TO SHEET A8.0 FOR WINDOW AND DOOR 5CHEDULE5. 3. 5EE STRUCTURAL DRAWINGS FOR ALL RETAINING WALL. 4. GRADE SHOIUN 15 5CHEMATIC. REFER TO THE 51TE PLAN FOR FURTHER INFORMATION. 5. 5EE ROOF PLAN FOR ALL PLATE AND RIDGE HEIGHTS. 2x6 HEAD TRIM 2x6 JAMB TRIM 2x6 SILL SCALE: 1/2" = I' -0 - NO F- ELEVATION SCALE: 1/4" = 1'_011 RI 33' HEIGHT LIMIT AT RIDGE R3 — a nlll ° Illn o � s 5 �- 'r Segerherg Ma & Associates Architects P.C. - A.I.A. ARCHITECTURE, PLANNING, INTERIORS 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com Revisions: 06 - 14 -10 DRB 5U5MITTAL 06-30-10 DRB COMMENT5 01 -31 -11 PERMIT 5ET 03 -15-11 CON5T COORD 5E 0445 -11 RE5PON5E TO TOY BLDG DEPT COMMENT5 DATED 04 -14 -11 05 -03 -11 REVI5ED PERMIT 5ET Drawing Title: BUILDING ELEVATIONS Date: Oro-14-10 Project No: 33006.00 Drawn by: 5MK Checked by: <6 Sheet: \ J 1 \ / 5ULDING ELEVATION &MEET NOTE ,5: I. REFER TO SHEET A1.0 FOR GENERAL NOTES. 2. REFER TO SHEET A8.0 FOR WINDOW AND DOOR 5CHEDULE5. 3. 5EE STRUCTURAL DRAWINGS FOR ALL RETAINING WALL. 4. GRADE SHOIUN 15 5CHEMATIC. REFER TO THE 51TE PLAN FOR FURTHER INFORMATION. 5. 5EE ROOF PLAN FOR ALL PLATE AND RIDGE HEIGHTS. 2x6 HEAD TRIM 2x6 JAMB TRIM 2x6 SILL SCALE: 1/2" = I' -0 - NO F- ELEVATION SCALE: 1/4" = 1'_011 RI 33' HEIGHT LIMIT AT RIDGE R3 — a nlll ° Illn o � s 5 �- 'r Segerherg Ma & Associates Architects P.C. - A.I.A. ARCHITECTURE, PLANNING, INTERIORS 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com Revisions: 06 - 14 -10 DRB 5U5MITTAL 06-30-10 DRB COMMENT5 01 -31 -11 PERMIT 5ET 03 -15-11 CON5T COORD 5E 0445 -11 RE5PON5E TO TOY BLDG DEPT COMMENT5 DATED 04 -14 -11 05 -03 -11 REVI5ED PERMIT 5ET Drawing Title: BUILDING ELEVATIONS Date: Oro-14-10 Project No: 33006.00 Drawn by: 5MK Checked by: <6 Sheet: 2 �WE5T ELEVATIO SCALE: 1 /4" = 1' -0" METAL PANEL TO MATCH WINDOW CLADDING, TYP. PAINTED METAL RAILING T.O. CHIMNEY L/\IY 1 II \Li b:11�1"t7./L , "t i PACE OF BUILDING PAINT TO MATCH ADJACENT WALL LFI�.✓~F/i- SCALE: 1/4" = i' -0" 1. REFER TO SHEET A1.0 FOR GENERAL NOTES. 2. REFER TO SHEET AS.O FOR WINDOW AND DOOR SCHEDULES. 3. 5EE STRUCTURAL DRAWINGS FOR ALL RETAINING WALL. 4. GRADE SHOWN 15 SCHEMATIC. REFER TO THE 51TE PLAN FOR FURTHER INFORMATION. 5. 5EE ROOF PLAN FOR ALL PLATE AND RIDGE HEIGHTS. �� s iIi O 02011 SMA Segerberg Mayhew & Associates Architects "IN IVWA'I 1► t► . i . 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com Revisions: 06 -14 -10 DRB 5U5MITTAL 06 -30 -10 DRP COMMENTS 01 -31 -11 PERMIT 5ET 03 -15 -11 CONST COORD 5EI 04 -15 -11 RE5PON5E TO TOY BLDG DEPT COMMENTS DATED 04 -14 -11 05 -03 -11 REVISED PERMIT 5ET Drawing Title: BUILDING ELEVATIONS SCALE: 1/4" = 1' -0 12 5CALE: 1/4" = 1' - 0" A5T ELEVATION SCALE: 1/4" = 1' -0" =ER TO SHEET 4.0 F OR GENERAL NOTES. FER TO SHEET A5.0 FOR WINDOW AND DOOR 6CHEDULE5. E STRUCTURAL DRAWINGS FOR ALL RETAINING WALL. :ADE SHOWN 15 SCHEMATIC. REFER TO THE SITE FLAN FOR FURTHER INFORMATION. 'E ROOF PLAN FOR ALL PLATE AND RIDGE HEIGHTS. 1 f f I I @2011 SMA Segerberg Mayhew & Associates Architects ARCHITECTURE, PLANNING, INTERIORS 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info(_a�smarchs.com www.smarchs.com Revisions: 06 -14 -10 DRB 6U5MITTAL 06 DRB COMMENTS 01 -31 -11 PERMIT SET 03 -15 -11 CONST COORD 6E1 04-15-11 RESPONSE TO TOY BLDG DEPT COMMENTS DINED 04 -14 -11 05 -03 -11 REVISED PERMIT SET Drawing Title: BUILDING ELEVATIONS Project No: 33006.00 Drawn by: 51" 1K I � Checked by: KS I � 2 �& THfROUH SEGONpAfR1' LIVING A6.o SCALE: 1/4" = 1' -0 SYSTEM NO .PA Pl COLORED CONCRETE DRIVEWAY ON BEDDING SAND WITH SNOWMELT SYSTEM ON 4" GRAVEL FILL ON COMPACTED SUBGRADE P2 COLORADO BUFF SANDSTONE ON CONCRETE SLAB ON GRADE WITH SNOWMELT 5Y5TEM ON 4" GRAVEL FILL ON COMPACTED 5U5GRADE P3 SAND SET COLORADO BUFF SANDSTONE ON 4" COMPACTED ROAD BASE WITH SNOW11ELT SYSTEM ON COMPACTED SUBGRADE P4 BUFF SANDSTONE ON SLOPED SETTING BED ON DRAINAGE BD -W.P. MEMBRANE SYSTEM (SLOPE TO DRAIN) WITH SNOWMELT TUBING IN SETTING BED ON PLYWOOD ON FRAMING 1 - 5 2x6 COMP061TE WOOD DECKING FLOO IRS FI REINFORCED CONCRETE SLAB ON CONT. VAPOR BARRIER ON 2" RIGID INSULATION ON 4" GRAVEL FILL ON COMPACTED SUBGRADE. SEAL AT EXPOSED LOCATIONS F2 REINFORCED CONCRETE SLAB ON J" T4G PLYWOOD, GLUED AND NAILED TO WOOD JOISTS. F3 STONE ON MORTOR BED ON REINFORCED CONCRETE SLAB ON CONT. VAPOR BARRIER ON 2" RIGID INSULATION ON 4" GRAVEL FILL ON COMPACTED SUBGRADE FA STONE ON MORTAR BED ON 3/4" T4G PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS. F5 WOOD FLOORING ON T4G PLYWOOD ON i T4G PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS Fg, FLOOR TILE ON MORTAR BED ON REINFORCED CONCRETE SLAB ON CONT. VAPOR BARRIER ON 2" RIGID INSULATION ON 4" GRAVEL FILL ON COMPACTED 5U5GRADE F71 FLOOR TILE ON MORTAR BED ON 3/4" T4G PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS. FS FLOOR TILE ON THINSET ON ELECTRONIC HEAT MAT ON REINFORCED CONCRETE 5LA8 ON CONT. VAPOR BARRIER ON 2" RIGID INSULATION ON 4" GRAVEL FILL ON COMPACTED SUBGRADE F9 TILE ON THINSET ON ELECTRONIC HEAT MAT ON 3/4" T4G PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS. FIO CARPET AND PAD ON REINFORCED CONCRETE SLAB ON CONT. VAPOR BARRIER ON 2" RIGID INSULATION ON 4" GRAVEL FILL ON COMPACTED SUBGRADE F11 CARPET AND PAD ON 3/4" T4G PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS. WA W1 2 RIGID INSULATION ON FOUNDATION WATERPROOFING ON CAST -IN -PLACE CONCRETE FOUNDATION W2 AIR INFILTRATION BARRIER ON I" CDX PLYWOOD SHEATHING ON WOOD FRAMING WITH R -21 BLOWN -IN INSULATION AND ro MIL. POLYETHYLENE VAPOR BARRIER. PROVIDE HORIZ. BLOCKING AS REQUIRED. W3 4 " -6" NOMINAL STONE VENEER ON WI/W2 W4 HORIZONTAL WOOD SIDING ON W2 W5 SYNTHETIC MEDIUM SAND FINISH ON 3/8" CEMENTITIOU5 BASE COAT ON 1" 20 GAUGE WIRE ON W2 W& 1 HR FIRE RESISTIVE CONSTRUCTION PER UL DESIGN NO. U305 W1 I HR. FIRE RESISTIVE CONSTRUCTION PER UL DESIGN NO. U329 CE IL INC�a CI Ix6 T4G CEDAR SOFFIT BOARDS C2 I TYPE 'X' GYP. BD. ON FRAMING PER GYPSUM A650CIATION NO. PC 5513 FOR I HR. RATING C3 2 LAYERS DENSGLAS GOLD FIREGUARD TYPE 'X' GYP. BD. ti00 RI CLASS A SYNTHETIC SHAKES - STAGGERED PATTERN - INTERWOVEN WITH 30 FELTS ON W.P. MEMBRANE ON J" CDX PLYWD. SHEATHING ON WOOD FRAMING WITH R -49 BLOWN -IN INSULATION ON 6 MIL POLYETHYLENE VAPOR BARRIER R2 CLASS A SYNTHETIC SHAKES - STAGGERED PATTERN - INTERWOVEN WITH 3o# FELTS ON W.P. MEMBRANE ON " CDX PLYWD. SHEATHING ON WOOD FRAMING R3 STANDING SEAM METAL ROOFING ON W.P. MEMBRANE ON TYPE 3o* FELT ON J " CDX PLYWD. SHEATHING ON WOOD FRAMING WITH R -49 BLOWN -IN INSULATION ON ro MIL POLYETHYLENE VAPOR BARRIER %mm?mmmmol @20 Segerberg Mayhew & Associates Architects • r 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Pax: 970.476.4608 info @smarchs.com www.smarchs.com Revisions: 06 -14 -10 DRB 5U15MITTAL 06 -30 -10 DRB COMMENT5 01 -31 -11 PERMIT SET 03 -15 -11 CONST COORD 5E7 04 -15 -11 RE5PON5E TO TOV BLE)G DEPT COMMENTS DATED 04 -14 -11 05 -03 -11 REVI5ED PERMIT 5ET Drawing Date: II I o� i I Project N : �0�0 •. Drawn by: 5mK Checked by: KS R4 STANDING SEAM METAL ROOFING ON W.P_ MEMBRANE ON J" CDX PLYWD. SHEATHING ON WOOD FRAMING MISCELLANEOUS MI 2x4 WIREBRUSHED CEDAR TRIM M2 2x6 WIREBRU5HED CEDAR TRIM M3 3x8 WIRE5RU5HED CEDAR TRIM M4 4x12 WIREBRUSHED CEDAR TRIM ME 3x10 WIREBRUSHED CEDAR TRIM M6 4x6 R.S. CEDAR OUTRIGGER MI 8x12 R.5. OUTRIGGER M5 4" THK. STONE SILL M9 S" THK. STONE LINTEL M10 SNOW FENCE MI1 COPPER GUTTER AND DOWNSPOUT WITH HEAT CABLE M12 PERIMETER DRAINAGE SYSTEM M13 &x8 R.S. BRACKET M14 8x10 RS. BRACKET MI5 4xB R.5. CEDAR OUTRIGGER MI6 8x14 R.S. CEDAR BEAM STONE FLOORING IN MORTAR BED 3 /4 " PLYWOOD ON WOOD JOISTS - WOOD FLOORING ON T 4G PLYWOOD 3 /4" PLYWOOD ON WOOD J016TS ,m •ir .ice► , SCALE: 3/5" 1' _011 rs• -rs QI - 41, - - -- ------------------ - - - - -- -- - - - - -- - - - -} ----- ------------------------ - :I LINE i . i i OF 5PA OF CMU ONCRETE HOT6PRING5 PORTABLE SPAS ' � GrRANDEE' MODEL i '- OF ER OF CAP ° VE ----------- - - - - -- - ACCESS HATCH a - - - - -- - - - - - -- CONTROLS 15 END 5t - �11 5 Arta LINE OR C WALL LINE STON VENE LINE STON E ABO SPA AT TH STUCCO COPPER FLA5HINt RUBBLE (SAME 5' AS VENE STONE V e SCALE: 3/8 = 1' -0 CMU OR SNAPPED CONCRETE WALL SANDSTONE CAP TYPICAL STONE rSPA VENEER 1''ti, FINISH GRADE CONCRETE SL OA 1 / / '•, rve � / ♦ :Oi 13i SYSTEM NO FAV IN ct1 Pl COLORED CONCRETE DRIVEWAY ON F5 WOOD FLOORING ON TAG PLYWOOD ON J" TAG UJ3 4 " -6" NOMINAL STONE VENEER ON WVW2 1R4 STANDING SEAM METAL ROOFING ON BEDDING SAND WITH SNOWMELT SYSTEM ON PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS W4 HORIZONTAL WOOD SIDING ON W2 W.P. MEMBRANE ON I GDX PLYWD. 0 4" GRAVEL FILL ON COMPACTED 5U5GRADE Fr, FLOOR TILE ON MORTAR BED ON REINFORCED t,U5 SYNTHETIC MEDIUM SAND FINISH ON 3!S" CEMENTITCOUS SHEATHING ON WOOD FRAMING �t r. P2 COLORADO BUFF SANDSTONE ON CONCRETE [\ vAb il CONCRETE SLAB ON CANT. VAPOR BARRIER ON 2" I 6 „, BASE COAT ON 1" 20 GAUGE WIRE ON W2 MI5CELLANEOUS SLAB ON GRADE WITH SNOWMELT SYSTEM ON RIGID INSULATION ON 4" GRAVEL FILL ON UJ6 1 HR FIRE RESISTIVE CONSTRUCTION PER M1 2x4 WIREBRUS! -!ED CEDAR TRIM 4" GRAVEL FILL ON COMPACTED SUBGRADE COMPACTED SUBGRADE UL RESIGN NQ, U305 M2 2x6 W(REBRUSHED CEDAR TRIM P3 SAND SET COLORADO BUFF SANDSTONE ON F1 FLOOR TILE ON MORTAR BED ON 3/4" TAG PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS. W1 I HR FIRE RESISTIVE CONSTRUCTION PER M3 3x8 WIRE5RU5HED CEDAR TRIM.. 'F'+ 4" COMPACTED ROAD BASE WITH SNOWMELT SYSTEM ON COMPACTED SUBGRADE Fg FLOOR TILE ON THINSET ON ELECTRONIC NEAT MAT ON UL DESIGN N0. U329 M4 4x12 WIREBRUSHED CEDAR TRIM ` `" = ° n `= '. 12 P4 BUFF SANDSTONE ON SLOPED SETTING BED ON REINFORCED CONCRETE SLAB ON CONT. VAPOR M5 3x10 WIREBRUSHED CEDAR TRIM DRAINAGE BD -W.P. MEMBRANE SYSTEM (SLOPE BARRIER ON 2 RIGID INSULATION ON 4 GRAVEL FILL C1 1x6 TAG CEDAR SOFFIT BOARDS M(o 4x6 RS. CEDAR OUTRIGGER TO DRAIN) WITH SNOWMELT TUBING IN SETTING ON COMPACTED SUBG•sRADE C2 " TYPE 'X' GYP BD. ON FRAMING PER GYPSUM Ml 8x12 R5. OUTRIGGER - BED ON PLYWOOD ON FRAMING F9 TILE ON THINSET ON ELECTRONIC HEAT MAT ON 3/4" TAG ASSOCIATION NO FG 5513 FOR i NR RATING MS 4" THK STONE SILL :.:- ;.... =�`-`: tea:: " = = _ ". SYNTHETIC PS 2x6 COMPOSITE WOOD DECKING PLYWOOD, GLUED AND SCREWED TO WOOD JOISTS. C3 . 2 LAYERS DENSGLAS GOLD FIREGUARD TYPE 'X' GYP. BD. M 9 1, 8 THK. STONE LINTEL SHAKE OO RS F10 CARPET AND PAD ON REINFORCED CONCRETE SLAB M10 SNOW FENCE :=.:' >y< >•,f:,- .:._ - <; :';.v- ROOFING ON CONT. VAPOR BARRIER ON 2" RIGID INSULATION ON M11 COPPER GUTTER AND r': ,:=rti - F1 REINFORCED CONCRETE SLAB ON CONT. 4" GRAVEL FILL ON COMPACTED 5U5GRADE Rl CLASS A SYNTHETIC SHAKES - STAGGERED PATTERN - DOWNSPOUT WITH HEAT CABLE _`• {. °" "�� " VAPOR BARRIER ON 2" RIGID INSULATION ON 4° F11 CARPET AND PAD ON 3/4" T #G PLYWOOD, GLUED INTERWOVEN WITH 30 FELTS ON W.P. MEMBRANE ON J" CDX M12 PERIMETER DRAINAGE SYSTEM r GRAVEL FILL ON COMPACTED SUBGRADE. SEAL AT EXPOSED LO CATIONS AND SCREWED TO WOOD JOISTS. PLYWD. SHEATHING ON WOOD FRAMING WITH R -49 BLOWN -IN M13 x8 5. BRACKET 6 R F2 REINFORCED CONCRETE SLAB ON TdG w LL � INSULATION ON 6 MIL POLYETHYLENE VAPOR BARRIER M14 Sx1O R. B 5RACKET PLYWOOD, GLUED AND NAILED TO WOOD JOISTS. WI 2" RIGID INSULATION ON FOUNDATION WATERPROOFING R2 CLASS A SYNTHETIC SHAKES - STAGGERED PATTERN - MI5 4x8 R5. CEDAR OUTRIGGER .;•,r. 1=3 STONE ON MORTOR BED ON REINFORCED ON CAST -(N -PLACE CONCRETE FOUNDATION INTERWOVEN WITH 30" FELTS ON W.P. MEMBRANE ON " MI6 8x14 R.S. CEDAR BEAM . CONCRETE SLAB ON CONT. VAPOR BARRIER UJ2 AIR INFILTRATION BARRIER ON I CDX PLYWOOD CDX PLYWD. SHEATHING ON WOOD FRAMING R -49 BLOWN IN ON 2" RIGID INSULATION ON 4" GRAVEL FILL ON SHEATHING ON WOOD FRAMING WITH R -21 BLOWN -IN R3 STANDING SEAM METAL ROOFING ON W.P. MEMBRANE INSULATION COMPACTED SUBGRADE INSULATION AND 6 MIL. POLYETHYLENE VAPOR ON TYPE 30* FELT ON ,k CDX PLYWD. SHEATHING ON �. s_• F4 STONE ON MORTAR BED ON 3/4" TAG PLYWOOD, BARRIER PROVIDE HORIZ. BLOCKING AS REQUIRED. WOOD FRAMING WITH R -49 BLOWN -IN INSULATION ON 6 GLUED AND SCREWED TO WOOD JOISTS. MIL POLYETHYLENE VAPOR BARRIER i SECONDARY &f PRIMARY RESIDENCE i RESIDENCE EXTEND PARTY WALL TO UNDERSIDE OF .::'; L7/•1/`1i= C, 11= A'Yl ltti.ir ._ i'. �' :,i' ^;.'i: �'.•, $.AlwI it . t- rn 1 I A Ite T A It III Att dt It tt 1 tw]Gt AI i Atl I NOTE: LOCKING COVER MEETS ASTM E- 1346 -91 STANDARD FOR SAFETY COVERS. AS PROVIDED BY HOT SPRING PORTABLE SPAS 5T0 P T10 W/ SNOW MELT SYSTEM L4 ENTRY . efA FLAN AND SECTI 5CALE: 3/8 = 11 -011 MA5TER 5EI)ROOM RE: M /52.0 f A T`r WAL DETAIL SCALE: 3/4 = 1 -0 E> UN (', y1F. EAVE A SCALE: 1 1/2" = V- 0 11 UPPER LEVEL a005 - 0 11 5/8" TYPE 'X' GYP. BD. 5 1/2" RE: A8.0 FOR WINDOW SCHEDULE 31 - ( II r 9 1 Ci,Ll1R,AGE COMPOSITE PAINTED 3 11 WOOD METAL DECKING RAILING m c�1 ct1 0 0 �t r. [\ vAb il I 6 „, 1 WOOD DECK BRACKETS `— RE: A8.0 FOR WINDOW SCHEDULE STUCCO SIDING ON AIR INFILTRATION BARRIER FLASHING CAP STONE Y -s STONE VENEER 4 :.:' ::: NOTE: AS0 STONE VENEER TIES SHALL BE NOT LESS THAN NO. 9 US GAGE WIRE AND SHALL HAVE A HOOK .. ? EMBEDDED IN MORTAR JOINT. EACH TIE SHALL BE 2x6 FRAMING WITH R -21 SPACED NOT MORE THAN 24” O.G. HORIZONTALLY BLOWN IN INSULATION ; <.: <:. AND VERTICALLY AND SHALL SUPPORT NO MORE THAN 2.6 E?Q.FT. OF WALL AREA. REINFORCED CONCRETE AIR 1NFILLTRAT(ON 51,6iRRIER SLAB ON CONT. VAPOR BARRIER ON 2" RIGID :' ; ; f WALL OPENING WEEPS TO PROVIDE DRAINAGE INSULATION ON 411 GRAVEL FILL ON PEEL -AND- TICK FLASHING ,.,. COMPACTED SUBGRADE < ``' " ' FINISH GRADE SLOPE GARA _ •.. .• �. •+ t y . I I I I I I I I ( I I I I I I I I I I I 1— �..�: � ---III III III III I N III I I :..�a.:.: II III III III III III I � -1 I I III III III :.._ } : FI I I III III III III_ ' I II III III III III ��.,:. °.:� I I III III III 111- -I I�I I III III III a.:.y }�: °. i —III I I l_ III III III -� a ' ' ' — HEAVY WATERPROOFING ,III Y � i PERIMETER ` DRAIN SYSTEM a• \ 1 WALL SECTION SCALE: 3 /411 = 1 1 - 011 2011 SMA Segerberg M ayhew �' & Associates Architects P.C. - A.I.A. i ARCHITECTURE, PLANNING, INTERIORS 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com Revisions: 06 -14 -10 DRB SUBMITTAL 06-34 -14 DRB COMMENTS P�1 -31 -11 PERMIT SET 03-15-11 CONST COORD SE 04 - 11 RESPONSE T TOV BLDG DEPT COMMENTS DATED 04 -14 -11 45 -03 -11 REVISED PERMIT SET Drawing Title: WALL SECTIONS & DETAILS i • . 1 Sheet: COPPER EDGE DRIP FLASHING ---� GUTTERS WHERE INDICATED 2x6 5U5FA6CIA 2x8 R.S FASCIA 2x10 RS. FASCIA:: /- 2LAYERS DENSGLASS GOLD FIREGUARD TYPE 'X' GYP. BD. 1x6 TAG SOFFIT BDS MIN. EXTENT OF (2) LAYERS '(CE AND WATER 5HEILD' INSTALLATION 2' -O OUTSIDE FACE OF STUD WALL (01=.5.W.) ROOF OVERHANG (O.H.) RE: ROOF PLAN 1 COPPER EDGE �% DRIP FLASHING I l 1 GUTTERS WHERE INDICATED 2X6 6UBFA5CIA 2x8 RS FASCIA 2x10 RS. FASCIA SYNTHETIC SNAKES 12 S 3 EAVE - 1 HF., GON5T UCT. ON UN E 51D ,A SCALE 11/2 = 1, -o11 WINDOW SCHEDULE NOTES: 1. PROVIDE TEMPERED GLASS AT ALL PATIO DOORS, AND WHERE REQUIRED BY CODE. 2. SEE ELEVATIONS FOR WINDOW CONFIGURATION, OPERABLE VENT LOCATIONS AND MUNTIN PATTERNS. 3. WINDOW SIZES AND CONFIGURATIONS ARE FOR GENERAL INFORMATION ONLY. CONTRACTOR TO 6U5MIT MANUFACTRUER DATA AND SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. FIELD VERIFY ALL SIZE AND DIMENSION REQUIREMENTS. 4. ALL WINDOWS AT BEDROOMS TO MEET EGRESS REQUIREMENTS. 5. REFER TO STRUCTURE FOR HEADER REQUIREMENTS. NOMINAL SIZES FOR DESIGN INTENT ONLY. UNIT SIZE NOTED HERE 18 LE55 THAN ROUGH OPENING SIZE. REFER TO WINDOW MANUFACTURER FOR DETAILS. 6. PROVIDE SCREENS FOR ALL OPERABLE VENT5. 1. PROVIDE BUTTERFLY LEVER IN LIEU OF CRANKS FOR FUTURE IN5TALLAT ION/COORD INAT ION OF WINDOW BLINDS a. MODEL NUMBERS BASED ON PELLA CASEMENT WINDOWS AND PATIO DOORS ARCHITECT 6ERIE5 MANUFACTURER LITERATURE. EXTERIOR COLOR TO R WN'. 3. ALL WINDOWS AND EXTERIOR GLASS DOORS TO HAVE A .30 U- FACTOR. DOOR SCHEDULE NOTES.- 1. ALL EXTERIOR DOORS TO BE WEATHERSTRIPPED. 2. ALL EXTERIOR DOORS TO BE 2j" THICK 3. ALL INTERIOR DOORS TO 5E lift THICK 4. ALL DOORS TO BE STAINED AND SEALED, PER OWNER'S APPROVAL, UON. TOP d BOTTOM ALSO. 5 . ALL DOORS TO BE CENTERED IN OPENING OR ON 6" + JAMS RETURNS. (ALLOW FOR WOOD CASING.) 6, PROVIDE DOOR STOPS AT ALL DOORS PER OWNER'S APPROVAL 1. ALL GLAZING IN DOOR AND SIDELIGHTS TO BE TEMPERED 0. ALL DOORS TO BE CASED 50TH SIDES 9, PROVIDE DOOR 4 DOOR HARDWARE SHOP DRAWINGS FOR OWNER'S APPROVAL V i 12 STONE VENEER 1 12 AIR INFILTRATION BARRIER 1 Q AIR INFILTRATION BARRIER HEADER f RE: STRUCT, 2` -11 °` 2' -11" 3' -5" 1 11 STUCCO ALLOW' SEALANT COPPER FLASHING 2x(o HEAL KERF D� Clill nnIii ;= MARK MODEL WINDOW SIZE NkW) UNIT DIM HEAD JAMB SILL HEAD HEICrtwT OFF PLy /sLA33 jRmmAwz A 1 1' - 5 " x 2' -11" Lower Level RE: ELEVATIONS 5 2323 1' -11" x i' -11° D HALL 3' - 0 "x *1' -9> WOOD WOOD ENTRY C 2535 2'4" x 2' -11" BEDROOM 4 2'- ,5 - WOOD WOOD PRIVACY D 2953 2" -5" x 4' -5" 2'- 6> "x - I' -6" WOOD WOOD PRIVACY ID4 E 3521 2' -11'" x I -9" GLA55 PER MFR. GLASS SHOWER DOOR aID PANEL IDS AWNING WINDOW F 3523 2' -11" x i' -11" WOOD OP G G WITH DUMMY ID6 F AWNING WINDOW G 3535 2' -11" x 2'-11" PRIVACY ID F BATHROOM 3 2' - „ x1' -&" H 3541 2' -11 x 3' -5" IDS G BEDROOM 3 (CLOSET) (2) 2'- 4 "x OD J 3553 2'4" x 4' -11" IDS G LAUNDRY (2) 3' -0 "x7' -6" WOOD WOOD K 3565 2'4" x 5' -5" F POWDER 2 2'- r0"x - 1' -6" WOOD WOOD PRIVACY L 3511 2' -11" x 5' -11 POWDER 2 (LINEN) 2'- 0 "x1' -6" WOOD WOOD OP CATC WITH DUMMY M 4135 3' -5° x 2' -11" 2'- a "x7' -(o" WOOD WOOD PRIVACY 13 N 4141 3' -5" x 3' - WOOD WOOD PRIVACY 14 F O 4141 3' -11 x 3 -5" WOOD PRIVACY 15 BATHROOM 2 (SHOWER) P 4153 3' -11 x 4' -5" PER MFR, GLASS SHOWER DOOR d SIDE PANELS 16 G BEDROOM 2 (CLOSET) (2) 2'- 4"x -ro Q 4111 3' - 5 " x 5 -11" 1'f WINE 2'- 0"x1' - ro" WOOD R CUSTOM SEE BELOW l5 F STORAGE 2 8"x7' -t '" WOOD WOOD 5 CUSTOM SEE BELOW F GRAWL5PACE 2'-,5"x1 ' -P " WOOD WOOD PRIVACY T CUSTOM SEE BELOW U 12aO 5' -11 1/4" x ro' - 1/2" iIDID A SLIDING FRENCH DOOR V 1282 5' -11 1/4" x 6' -9 1/2" ENTRY lIDl G ENTRY (CLOSET) SLIDING FRENCH DOOR W 10852 9' -0" x 6 ' -9 1/2" lID2 E GARAGE (BI -2? " xa -Q) „ SLIDING FRENCH DOOR METAL UTO TIC O PE N SECTIONAL OVERHEAD DOOR WITH APPLIED WOOD VENEER lID3 0 E GARAGE 9'- 27"x5' -0” METAL W/ WD VENEER METAL EXTEND 1 UP 12" STEEL L1i' DRIP CUT FLASHING a — Aa.0 )SCALE: 3" 1' -0 AIR INFILTRATION BARRIER -- STUCCO CONT. ADHESIVE MEM5. JAMS FLASHING, EXTEND MIN. 5" BEYOND EA. SIDE OPENING PAN FLASHING BELOW CONT. ADHESIVE MEM5. FLASHING BELOW 2x6 TR! NOM. (o ; VENEER CONT. AL MEM5, J. FLASHING MIN. 5" 5 EA. SIDE PAN FLA BELOW CONT. A[ MEMB. FL BELOW C CS) SILL BELOW SLOPING BELOW i � WINEDOW JA AT &TJCCO 2 UUINEDOUJ JA IN 6TO E � � �J_o SCALE: 3" = 1" -;0" �_VSCALE. 3" = 1' -0 " INSTALL WINDOW IN INSTALL WINDOW IN CONT. BEAD SEALANT CONT. 5EAD SEALANT (HD. E JAMB ONLY) (HD. 4 JAMB ONLY) JAMB BEYOND PAN FLASHING, END PAN FLASHING, END DAM AT EA. JAMB DAM AT EA. JAMB (S) �` i ADHESIVE i ADHESIVE 1 1 4" THICK SLOPED _ " CONT. ADHESIVE STONE SILL 1 1 CONT. ADHESIVE MEMES. MEMEB. SILL i SILL FLASHING, EXTEND -- `- FLASHING, EXTEND 1 1 1 MIN. 4" BEYOND EA. 2x6 SILL TRIM 1 MIN. 4 " BEYOND i. � 1 SIDE OPENING. ENDS B i ( 1 EA, SIDE OPENING. 1 1 1 TURNED UP AT EA. JAM ENDS TURNED UP i 1( ( AT EA. JAMB SLIDE THRU i 1 1 WALL" MEMBRANE � , � SHIM k± BELOW SLIDE '"TNRU i 1 1 FLASHING UP 1. i WINDOW TO WALL" MEMBRANE 1 SHIM J "± BELOW BEHIND PAN, _ - - --- i ALLOW DRAINAGE FLASHING UP WINDOW TO BEHIND PAN, ( � EXTEND MIN. 2" '•t � . ALLOW DRAINAGE BEYOND EA. SIDE 1 + VAPOR EXTEND MIN. 2" ( (' 1 i BEYOND EA. SIDE 1 1 VAPOR OPENING + i BARRIER OF OPENING 1 1 BARRIER 1,., (Primary - Lower Hall) TYPE 110 11 STUCCO AIR INFILTRATION BARRIER SCALE: 3" = 1' -0" A50VE DIMENSIONS ARE SCHEMATIC. CONTRACTOR TO VERIFY WITH WINDOW MANUFACTURER ACTUAL FRAME AND OPENING DIMENSIONS. DOOR TYPES GLAZ MARK I TYPE LOCATION SIZE (W X N) MATERIAL DOOR FRAME HARDWARE NOTES PRIMARY RESIDENCE Lower Level IDl D HALL 3' - 0 "x *1' -9> WOOD WOOD ENTRY ID2 F BEDROOM 4 2'- ,5 - WOOD WOOD PRIVACY MI F BATHROOM 4 2'- 6> "x - I' -6" WOOD WOOD PRIVACY ID4 BATHROOM 4 (SHOWER) 2' -2" GLA55 PER MFR. GLASS SHOWER DOOR aID PANEL IDS G BEDROOM 4 (CLOSET) (2) 2'- 4 - 6" WOOD WOOD OP G G WITH DUMMY ID6 F BEDROOM 3 2 8 "x I' -io" WOOD WOOD PRIVACY ID F BATHROOM 3 2' - „ x1' -&" WOOD WOOD PRIVACY IDS G BEDROOM 3 (CLOSET) (2) 2'- 4 "x OD WOOD T OPICATC H WITH DUMM Y IDS G LAUNDRY (2) 3' -0 "x7' -6" WOOD WOOD OP CATC WITH DUMMY IID F POWDER 2 2'- r0"x - 1' -6" WOOD WOOD PRIVACY 11 F POWDER 2 (LINEN) 2'- 0 "x1' -6" WOOD WOOD OP CATC WITH DUMMY 12 F BEDROOM 2 2'- a "x7' -(o" WOOD WOOD PRIVACY 13 F BATHROOM 2 2'- 6 "x - f' -6" WOOD WOOD PRIVACY 14 F BEDROOM 2 (TOILET) 2' - "xl' -ro" WOOD WOOD PRIVACY 15 BATHROOM 2 (SHOWER) 2' -2" GLA55 PER MFR, GLASS SHOWER DOOR d SIDE PANELS 16 G BEDROOM 2 (CLOSET) (2) 2'- 4"x -ro WOOD WOOD 7 - OPCATC H WITH DUMMY 1'f WINE 2'- 0"x1' - ro" WOOD WOOD PA55AGE l5 F STORAGE 2 8"x7' -t '" WOOD WOOD PASSAGE Ejj F GRAWL5PACE 2'-,5"x1 ' -P " WOOD WOOD PRIVACY F 3 /4" !SMOKE SEAIN ON AND 3 /4" SURE OR d i (DEADBOLT) Entry Level iIDID A ENTRY (2) 3'- 0 "x1' - (o" ENTRY lIDl G ENTRY (CLOSET) (2) 2'- (o -ro" WOOD WOOD TOP CATCH WITH DUMMY lID2 E GARAGE (BI -2? " xa -Q) „ METAL Wl WD VENEER METAL UTO TIC O PE N SECTIONAL OVERHEAD DOOR WITH APPLIED WOOD VENEER lID3 0 E GARAGE 9'- 27"x5' -0” METAL W/ WD VENEER METAL A UTOMATI C OPENER SECTIONAL OVERHEAD DOOR WITH APPLIED WOOD VENEER lID4 C SKI ROOM 2' -5 "XI' -roil WOOD WOOD ENTRY 12)5 F SKI ROOM 2' -a "x - 1 ' - ro ll WOOD WOOD PA55AGE lID6 F GARAGE 3' - "X7' -ro WOOD WOOD PRIVACY 3/4" SKI ON SEALS 1 3CLOSURE OR d lIDZ F POWDER 2' - l0 "x -(o" WOOD WOOD PRIVACY 1 Upper Level IDID F BEDROOM 5 2'- 6 "X 1' -ro" WOOD WOOD PRIVACY MID F BATHROOM 5 2 6 x"1' -ro" WOOD WOOD PRIVACY ID2 BATHROOM 5 (SHOWER) 2 1 - 2 " GLA55 PER MFR. GLASS SHOWER DOOR d SIDE PANELS ID3 G BEDROOM 5 (CLOSET) (2) 3' 0 "x l' -ro" WOOD WOOD SLIDER V 0 _ 4 __ j G MASTER BEDROOM (2) 2' -0 "x7' -6" WOOD WOOD PRIVACY V - 0 - 5 - 1 F MASTER BATHROOM 2'- a 11 x1 -ro" WOOD WOOD PRIVACY ID6 F MASTER CLOSET 2'- 6 "x1' -6" WOOD WOOD POCKET ID F MASTER BATHROOM (LINEN) 1 6 - V -6 " WOOD WOOD OP G G WITH DUMMY IDS F MASTER BATHROOM (TOILET) 2'- 6 "x�' -6" WOOD WOOD POCKET IDS MASTER BATHROOM (SHOWER) 2' -2" GLASS PER MFR. GLASS SHOWER DOOR SIDE PANELS SECONDARY RE5IDENGE Entry Level ID0 A ENTRY (2 3' -0 "x -ro" WOOD WOOD ENTRY ID1 G ENTRY (CLOSET) (2) 2'- 0 "x1' -ro" WOOD WOOD TOP CATCH WITH PUMMY ID2 5 GARAGE 3'- 0 "x1 -r, WOOD WOOD ENTRY ID3 E GARAGE V- 0 "xa' -ID" METAL W1 METAL O TOM TIC SSECTIION� OV RHEAD DOOR WITH APPLIED ID4 E GARAGE 3'- 27 "x5' -27° METAL WQ METAL AUTOMATIC. OPENER WOOD VENEER OVERHEAD DOOR WITH APPLIED WOOD IDS F GARAGE 3'- 0"X'1' -6" WOOD WOOD PRIVACY FD: 3!4" SKIN ON LABELED 13x4° 5C DOOR a FRAME WI SMOKE SEALS AND CLOSURE ID6 F LAUNDRY 3'- 0 "x -6" WOOD WOOD POCKET ID� F MECHANICAL 3'- 0 -to" WOOD WOOD PRIVACY W --K MOKE SEALS AND CL OR < IDS F BEDROOM 2 2' -a"X - 1' - WOOD WOOD PRIVACY IDS G BEDROOM 2 (CLOSET) (2) 2'- 0 -6" WOOD WOOD TOP C G WITH 2UMMY 127 F BATHROOM 2 2'- 4 "x1' -6" WOOD WOOD PRIVACY 11 BATHROOM 2 (SHOWER) 2' -2" GLA55 PER MFR. GLASS SHOWER DOOR a SIDE PANELS 12 F LINEN 2' - , "x - ," WOOD WOOD WITH C ATCH D UMMY V37 F BEDROOM 3 2'- S "x -�," WOOD WOOD PRIVACY 14 F BATHROOM 3 2'- 4 "x1' -6" WOOD WOOD PRIVACY 15 BATHROOM 3 (SHOWER) 2' -2" GLA55 PER MFR. GLASS SHOWER DOOR E SIDE PANELS 16 G BEDROOM 3 (CLOSET) (2) 2'- 4 "x1' -6" WOOD WOOD TOP CATCH WITH DUMMY F17 F BEDROOM 4 2 a "xI' -6'" WOOD WOOD PRIVACY 15 F BATHROOM 4 2'- 4"x1 -6" WOOD WOOD PRIVACY 13 G BEDROOM 4 (CLOSET) (2) 2'- 4 "X I' -ta" WOOD WOOD TOP CATCH WITH DUMMY Upper Level 4IDID F POWDER 2 6 "x 1 WOOD WOOD PRIVACY O G MASTER BEDROOM (2) 2'- 0 "x1' -io" WOOD WOOD PRIVACY F 40 - 2 - 1 G MASTER BATHROOM (2) 2'- 6 "xl' -2 WOOD WOOD PA55AGE P F MASTER BATHROOM (LINEN) 2'- 0 "x`1' -r WOOD WOOD OP CATC WITH DUMMY 4ID4 F DRESSING 2'- 4 "x1 -6" WOOD WOOD POCKET 4ID5 MASTER BATHROOM (SHOWER) 2' -2" GLA55 PER MFR GLASS SHOWER DOOR E SIDE PANELS 406 F MASTER BATHROOM (TOILET) 2'- "X -t " WOOD WOOD PRIVACY R G SITTING (2) 3'- 0 "x - l' -6" WOOD WOOD POCKET GLAZII (Secondary cearace. e- pede TYPE PE 11511 to .4 BLAZING—,. �\ r (GARAGE) Tyf=E "E DOOR STYLE T.B.D. BY INTERIORS ( INTERIOR) TYPE 111=11 ( INTERIOR -PAIR) TYPE HIGH H DOOR STYLE T.5.D, BY INTERIORS Q � AIR INFILTRATION BARRIER STONE VENEER — Seerberg Mayhew & Associates Architects P.C. - A.I.A. 101 Eagle Road -Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com Revisions: 08 -14 -10 DR5 5U5MITTAL 06 -30 -10 DR5 GOMMENT5 01 -31 -11 PERMIT 5ET 03 -15-11 CON5T COOOD 5E 0448 -11 RESPONSE TO TOV 5L[)G DEPT COMMENTS DATED 04 -14 -11 05 -03 -11 REVISED PERMIT 5ET Ili !11!' I' Sheet: (Primary - 5k1 Room) TYPE 1111 (Entry) TYPE "All 11 IN -SWING OR SLIDING FRENCA" - - DOOR lid - c i r r - - i r NOTONS= ► 3r 'TT �rrTiT�! • • : STUCCO COPPER FLASHING 5 f D ING; AT &TONE & f L SCALE: 3" = V -0" RUBBLE {SAME S' A$ VENE STONE V EXTERIOR WOOD L5E'T NE VENEER SLIDING FRENCH OND DOOR P WP MEMBRANE n NDER DOOR (C) t8 ESHOLD 64 T SLAB TONE DOOR 4 , SLOPE 4 © 4 P2 A 4 O 0 4 ' 0 66--' O . Q om, 0- -� a 0 000 000 4 I 1 � I — 11 i ( ,g THERE 5HOL D AT FAT 10 SGALE: 1 1/2" = 1' -0 " TYPE 'X' GYPSUM BOARD ON WOOD STUD FRAMING DOUBLE STUD STONE CAP --------- - - - --� / —ABOVE "STONE Z .UD TO DOOR SGALE: 3" - 1' -V KERF DR STONE —. VENEER EXTEND F UP 12" STEEL LIN DRIP CUT FLASHING HEADER RE: STRUCT. WIND -OW MEAD IN STONE SCALE: 3" = 1' -0" SCALE: 3" = 1' -0" AIR INFILTRATION BARRIER —� STUCCO CONT. ADHESIVE MEMB. JAMB FLASHING *, EXTEND MIN. S" BEYOND EA. SIDE OPENING PAN FLASHING BELOW z CONT. ADHESIVE MEMB. FLASHING BELOW 2x6 SILL BELOW "LET-IN" STOP WOOD JAMB CUSTOM PROFILE KERFED d SLED WOOD CASING 1� f NTr DOOF, J ,4M 48.1 SCALE: 3 = 1' -o" HEAD 61MILAR', HDWD TO "CH DOOR MME ER(OR 11NG DOOR SCHEDULE EXTERIOR WOOD IN -SWING DOOR i JAMB TRIM BEYOND WRAP WP MEMBRANE UP UNDER DOOR THRESHOLD F NISH FUR CG) { ) IX DOOR SILL, `P SLOPE TOP 1 . " STONE PAVER RE= PLANS SLOP PATIO S) 0 . , a:�m O 0 77 u o 10 0 �O o0Q o0(J o 0(� 0 nn _n n �r 18 THEE 5HOL D AT NT SCA 1 1/2" = 1' -0" f PACK CORNERS WITH RIGID INSULATION STUCCO JOINT PER STUCCO MFG. G0FRNE SCALE: 1 1/2" = 1' STUCCO JOINT PER STUCCO MFG. STUCCO fN51 E COfRNEfR TfRIM= 51DING SC ALE: 1 1 /2" = 1' -0" NOM. 6" VENEER CONT. AL MEMB, J,z FLASHING MIN. 8" B EA. SIDE PAN FL4 BELOW CONT, AL MEMB. FL BELOW t SLOPING BELOW EXTERIOR INSWING STUCCO DOOR RE: SCHEDULE ALLOW' SEALANT COPPER FLASHING 2x6 HEAL HD'R RE: STRUCT. STUCCO 2x6 HEAD TRIM ALLOW HEAD TRIM TO PROJECT g" WEATHERSTRIPPING 2x6 JAMB TRIM BEYOND SCALE. 1 1/2" = 1' -0" .......... r� •ir s i 3/4�"- ROLLER TRACK 2x8 FLAT �-" TYPE 'X' � T T L .�, ti SOLE: 1 1/2" = 1' -0" INSTALL WINDOW IN CONT. BEAD SEALANT (HO. 8 JAMB ONLY) PAN FLASHING, END _ -- -, DAM AT EA. JAMB ADHESIVE i te r-- - i CONT. ADHESIVE MEMEB. SILL FLASHING, EXTEND MIN, 4" BEYOND EA. - 51DE OPENING. ENDS TURNED UP AT EA. JAMB ' SHIM J "t BELOW t : WINDOW TO ALLOW DRAINAGE VAPOR r ` BARRIER SCALE: 3" = 1' -0" WINDOW T f M AT eTOE SCALE: 1/2" = 1' -0" NOTED: 1. REFER TO COVER SHEET FOR GENERAL NOTES. 2. REFER TO SHEET A8.0 FOR WINDOW 4 DOOR SCHEDULES. 3, SEE STRUCTURAL DRAWINGS FOR FRAMING 4 FOUNDATION INFORMATION. 4. WINDOWS ARE SHOWN SCHEMATICALLY ONLY. 5, SEE MANUFACTURER'S DATA FOR EXACT CONFIGURATIONS 4 DIMENSIONS. PROVIDE JAMB EXTENSIONS IF REaUIRED, CO 20 21 SMA .48.1 SCALE: 3" = 1' - 0" JAMB BEYOND 1 1 ,1 11 , k 2x6 SILL TRIM I it i it i SLIDE "THRU �I WALL" MEMBRANE FLASHING UP BEHIND PAN, EXTEND MIN. 2" BEYOND EA. SIDE OF OPENING I I STUCCO AIR INFILTRATION BARRIER INSTALL WINDOW IN MEN WE WAVE CONT. BEAD SEALANT (HD. 4 JAMB ONLY) EXTERIOR WOOD L5E'T NE VENEER SLIDING FRENCH OND DOOR P WP MEMBRANE n NDER DOOR (C) t8 ESHOLD 64 T SLAB TONE DOOR 4 , SLOPE 4 © 4 P2 A 4 O 0 4 ' 0 66--' O . Q om, 0- -� a 0 000 000 4 I 1 � I — 11 i ( ,g THERE 5HOL D AT FAT 10 SGALE: 1 1/2" = 1' -0 " TYPE 'X' GYPSUM BOARD ON WOOD STUD FRAMING DOUBLE STUD STONE CAP --------- - - - --� / —ABOVE "STONE Z .UD TO DOOR SGALE: 3" - 1' -V KERF DR STONE —. VENEER EXTEND F UP 12" STEEL LIN DRIP CUT FLASHING HEADER RE: STRUCT. WIND -OW MEAD IN STONE SCALE: 3" = 1' -0" SCALE: 3" = 1' -0" AIR INFILTRATION BARRIER —� STUCCO CONT. ADHESIVE MEMB. JAMB FLASHING *, EXTEND MIN. S" BEYOND EA. SIDE OPENING PAN FLASHING BELOW z CONT. ADHESIVE MEMB. FLASHING BELOW 2x6 SILL BELOW "LET-IN" STOP WOOD JAMB CUSTOM PROFILE KERFED d SLED WOOD CASING 1� f NTr DOOF, J ,4M 48.1 SCALE: 3 = 1' -o" HEAD 61MILAR', HDWD TO "CH DOOR MME ER(OR 11NG DOOR SCHEDULE EXTERIOR WOOD IN -SWING DOOR i JAMB TRIM BEYOND WRAP WP MEMBRANE UP UNDER DOOR THRESHOLD F NISH FUR CG) { ) IX DOOR SILL, `P SLOPE TOP 1 . " STONE PAVER RE= PLANS SLOP PATIO S) 0 . , a:�m O 0 77 u o 10 0 �O o0Q o0(J o 0(� 0 nn _n n �r 18 THEE 5HOL D AT NT SCA 1 1/2" = 1' -0" f PACK CORNERS WITH RIGID INSULATION STUCCO JOINT PER STUCCO MFG. G0FRNE SCALE: 1 1/2" = 1' STUCCO JOINT PER STUCCO MFG. STUCCO fN51 E COfRNEfR TfRIM= 51DING SC ALE: 1 1 /2" = 1' -0" NOM. 6" VENEER CONT. AL MEMB, J,z FLASHING MIN. 8" B EA. SIDE PAN FL4 BELOW CONT, AL MEMB. FL BELOW t SLOPING BELOW EXTERIOR INSWING STUCCO DOOR RE: SCHEDULE ALLOW' SEALANT COPPER FLASHING 2x6 HEAL HD'R RE: STRUCT. STUCCO 2x6 HEAD TRIM ALLOW HEAD TRIM TO PROJECT g" WEATHERSTRIPPING 2x6 JAMB TRIM BEYOND SCALE. 1 1/2" = 1' -0" .......... r� •ir s i 3/4�"- ROLLER TRACK 2x8 FLAT �-" TYPE 'X' � T T L .�, ti SOLE: 1 1/2" = 1' -0" INSTALL WINDOW IN CONT. BEAD SEALANT (HO. 8 JAMB ONLY) PAN FLASHING, END _ -- -, DAM AT EA. JAMB ADHESIVE i te r-- - i CONT. ADHESIVE MEMEB. SILL FLASHING, EXTEND MIN, 4" BEYOND EA. - 51DE OPENING. ENDS TURNED UP AT EA. JAMB ' SHIM J "t BELOW t : WINDOW TO ALLOW DRAINAGE VAPOR r ` BARRIER SCALE: 3" = 1' -0" WINDOW T f M AT eTOE SCALE: 1/2" = 1' -0" NOTED: 1. REFER TO COVER SHEET FOR GENERAL NOTES. 2. REFER TO SHEET A8.0 FOR WINDOW 4 DOOR SCHEDULES. 3, SEE STRUCTURAL DRAWINGS FOR FRAMING 4 FOUNDATION INFORMATION. 4. WINDOWS ARE SHOWN SCHEMATICALLY ONLY. 5, SEE MANUFACTURER'S DATA FOR EXACT CONFIGURATIONS 4 DIMENSIONS. PROVIDE JAMB EXTENSIONS IF REaUIRED, CO 20 21 SMA .48.1 SCALE: 3" = 1' - 0" JAMB BEYOND 1 1 ,1 11 , k 2x6 SILL TRIM I it i it i SLIDE "THRU �I WALL" MEMBRANE FLASHING UP BEHIND PAN, EXTEND MIN. 2" BEYOND EA. SIDE OF OPENING I I STUCCO AIR INFILTRATION BARRIER INSTALL WINDOW IN CONT. BEAD SEALANT (HD. 4 JAMB ONLY) PAN FLASHING, END DAM AT EA. JAMB (S) ADHESIVE - 4" THICK SLOPED CONT. ADHESIVE STONE SILL ----� MEMEB. SILL FLASHING, EXTEND MIN. 4" BEYOND EA, SIDE OPENING. ENDS TURNED UP AT EA, JAMB SLIDE "THRU WALL" MEMBRANE (" SHIM k.± BELOW FLASHING UP WINDWDRA(NAGE BEHIND PAN, ALL OW EXTEND MIN. 2" � BEYOND EA. SIDE OF OPENING VAPOR I" BARRIER I STONE VENEER AIR INFILTRATION— BARRIER SCALE: 3" = 1' - Ix6 HEAD TRIM 1x6 JAMB TRIM Ix6 SILL SCALE: 1/2" 1' -0 . 0^ M • • ARCHITECTURE, PLANNING, INTERIORS 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com • t Revisions: 06 - 10 DRS 5U5MITTAL 06 -30 -10 DRS COMMENTS 01 -31 -11 PERMIT SET 03 -15 -11 CONST. COORD 5E 04 -18 -1i RE5P0N5E TO TOV BLDG DEPT COMMENT5 DATED 04 -14 -11 05 -03 -11 REVI5ED PERMIT 5ET _A Sheet: F A L 21 � D E TAIL AT DA IN ,48.1 SCALE: 1 1/2" = 1' - 0 1, �DOO� J�l'(�6STON� x48.1 SCALE: 3" = 1' -0" 3.i 1 &CALE: 3" = 1' -0" 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info@smarchs.com www.smarchs.com Revisions: 06-14-10 E)fP,5 6U5MITTAL 06-30-10 DR5 COMMENTS 01-31-11 PERMIT 5ET 03-15 -11 CON,5T COORID 5E1 04-18 -11 RE5FON5E TO TOV BLDG DEFT COMMENTS DATED 04-14-11 05-03-11 REVISED PERMIT 5ET Drawing Title: NUNN&- I 9MU-1 1 MUTANW444111 6 0 NO FAX N If ELECTRICAL PLAN Drawn by: 6MK Checked by: K& N TH16 Df; r,A 1,1INCz 16 FOB Ff;PEL IR IIN ARC"' LA OUT. ELE C TRI C AL CO TRIACTOR 16 R E6FON615LE FOR COO RDINATI ON 1.1,11TRH EL ECTF, >ICAL RREQUIR Et - IENT6 WITH OTHER, TR ADE6 ARID TO IN61JF�E CODE COR IFL IANCE WITH ALL AFFLIGA5LE 51JILDINGC CO DE6 E"LECTRICAL LEGEND SYMBOL DESCRIPTION SYMBOL 1 0 DESCRIPTION SYMBOL DESCRIPTION DUPLEX CONVENIENCE OUTLET RECESSED INCANDESCENT LIGHT FIXTURE `C> EXHAUST FAN ( },� QUADRUPLEX CONVENIENCE OUTLET 0, WATER PROOF RECESSED INCANDESCENT LIGHT FIXTURE EXHAUST FAN/LIGHT COMBINATION ��}} TWI DUPLEX CONVENIENCE OUTLET - GROUND FAULT INTERUPT WALL WASHING RECESSED INCANDESCENT LIGHT FIXTURE a THERMOSTAT ,4C DUPLEX CONVENIENCE OUTLET CEILING MTD. INCANDESCENT LIGHT FIXTURE (2) JUNCTION BOX - CEILING PENDANT ((� Ti+ DUPLEX CONVENIENCE OUTLET MOUNTED - 42" A.F.F. X R R O M OUNTED G D C LIGHT FIXTURE SPEAKER DUPLEX CONVENIENCE OUTLET - WEATHERPROOF EXTERIOR SURFACE MOUNTED INCANDESCENT LIGHT FIX'T'URE ELECTRICAL PANEL ® FLOOR MTD. DUPLEX CONVENIENCE OUTLET Q SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE SMOKE DETECTOR ® FLOOR MTD. HALF - SWITCHED CONVENIENCE OUTLET RECESSED FLUORESCENT LIGHT FIXTURE CARBON MONOXIDE DETECTOR HALF - SWITCHED CONVENIENCE OUTLET STRIP LIGHTING - BARE BULB GARAGE DOOR OPENER {f f 1} ter 2 (> PATH LIGHT CEILING FAN SWITCH WALL SCONCE EXIT LIGHT $g 3 -WAY SWITCH ( CHANDILIER EMERGENCY LIGHT $4 4 -WAY SWITCH UNDER - CABINET LIGHT � HEAT LAMP $D DIMMER SWITCH RECESSED STEP LIGHT PENDENT LIGHTING (LOW VOLTAGE) $L LIGHTED SWITCH TELEPHONE OUTLET SPECIAL PURPOSE OUTLET $J SWITCH IN DOOR JAMBS H TELEVISION OUTLET Q DOOR BELL \ 4 \ NOTE5= 1. ALL CONVENIENCE OUTLETS MOUNTED .9 15" AFF TO q U.O.N. 2. PLAN I$ FOR DESIRED L AYOUT OF ELECTRICAL ITEMS ONLY: CONTRACTOR TO PROVIDE INSTALLATION TO MEET ALL LOCAL CODE REQUIREMENTS INCLUDING CODE REQUIRED SMOKE AND FIRE DETECTION SYSTEM. 3. COORDINATE ALL MECHANICAL AND ELECTRICAL EQUIPMENT AND REQUIRED ACCESS PANELS IUITH ARCHITECT IN ADVANCE. 4. COORDINATE WITH ARCHITECT AND OWNER FOR ALL DEVICE LOCATIONS_ S. ALL RECESSED CAN LIGHTS SHALL 5E "15W W1 COILEX BAFFLE UNLESS OTHREWI5E NOTED. 6. PROVIDE SLOPED CEILING TRIM RINGS ADEQUATE TO SET FIXTURES LEVEL AT SLOPED CEILINGS. �. ALL LIGHTS AT SHOWER AND TUBE TO HAVE GASKETED, MOISTURE- PROOF, OPAL LEN5ES. 6. ALL FIXTURES SHOWN ARE TO SET SCHEMATIC QUALITY LEVEL AND LIGHTING TYPE ONLY. FIXTURES AND DEVICES TO BE AS SELECTED BY O"R. SUBMIT, FULL CUT SHEET ON ALL FIXTURES AND DEVICES FOR OWNERS APPROVAL. e. COORDINATE ALL INTERIOR NONSTRUCTURAL DROPPED CEILINGS WITH INTERIOR DESIGNER 10. ALL T.V, TELE.,COMPUTER, AUDIO AND SECURITY WIRING, DEVICES, SYSTEMS TO BE AS SELECTED BY OWNER 11, ALL LIGHT FIXTURES TO BE ON DIMMER SWITCH, EXCEPT FLUORESCENT FIXTURES AA. AAi Mayhew & Associates ib is i i i i 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com • r ibis • Z W t • t • =N r Revisions: \ \\ 06 -14 -10 DRB SUBMITTAL 06-30-10 DRB COMMENTS 01 -31 -11 PERMIT SET 03 -15 -11 CON5T COORD 5EI 04 -18 -11 RESPONSE TO TOV BLDG DEPT COMMENT5 DATED 04 -14 -11 05 -03 -11 REVISED PERMIT 5ET Drawing PR R ESI D ENCE i � 4) PLAN NORTH FRIMAR"r RE51DENCE ENT LEV 5CHEMATIC EL f=LAN SCALE: 114" = V -0 2011 SMA Drawn by: 5MK� Checked by: K5 ----.----------.--.--------------------- .----- - -- -- ibis ----- . - - - -- s � NO THI& DRA1,1,1ING-; I& F OR FREL.I1 IINAR'1' LA"rOUT. ELEC CONTRACTOR 16 E)_ECTfRICAL_ fREQUIIRE' IENT6 WITH OTHEf ' TIRADE& AND TO IN ,5UF;�E CO CO IFL IANCE 1 ITH ALL AFFL ICA5L_E 51JILD INN CODES 5A #3 Segerberg Mayhew' & Associates Architects 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www,smarchs.com Revisions: PRIMARY RE61DENCE R A • 0. 06 -14 -10 DRB SUBMITTAL Oro-14-10 DRB COMMENTS 01 -31 -11 PER MIT SET 03-6-11 CON5T COORD SE 04 -18 -11 RESPONSE TO TOV BLDG DEPT COMMENTS DATED 04 -14 -11 0r� -11 REVISED PERMIT SET NOTE6: 1. ALL CONVENIENCE OUTLETS MOUNTED e 15" AFF TO CL U.O.N. 2. PLAN IS FOR DESIRED LAYOUT OF ELECTRICAL ITEMS ONLY: CONTRACTOR TO PROVIDE INSTALLATION TO MEET ALL LOCAL CODE REQUIREMENTS INCLUDING CODE REQUIRED SMOKE AND FIRE DETECTION SYSTEM. 3. COORDINATE ALL MECHANICAL AND ELECTRICAL EQUIPMENT AND REQUIRED ACCESS PANELS WITH ARCHITECT IN ADVANCE. 4. COORDINATE WITH ARCHITECT AND OWNER FOR ALL DEVICE LOCATIONS. S. ALL RECESSED CAN LIGHTS SHALL BE 15W W/ COILEX BAFFLE UNLESS OTHREWISE NOTED_ ro. PROVIDE SLOPED CEILING TRIM RINGS ADEQUATE TO SET FIXTURES LEVEL AT SLOPED CEILINGS. 1. ALL LIGHTS AT SHOWER AND TUBS TO HAVE GASKETED, MOISTURE - PROOF, OPAL LENSES. 8. ALL FIXTURES SHOUN ARE TO SET SCHEMATIC QUALITY LEVEL AND LIGHTING TYPE ONLY. FIXTURES AND DEVICES TO BE AS SELECTED BY OWNER. SUBMIT FULL CUT SHEET ON ALL FIXTURES AND DEVICES FOR OWNERS APPROVAL. 9. COORDINATE ALL INTERIOR NONSTRUCTURAL DROPPED CEILINGS WITH INTERIOR DESIGNER. 10. ALL T.Y., TELE.,COMPUTER, AUDIO AND SECURITY WIRING, DEVICES, SYSTEMS TO BE AS SELECTED BY OWNER- IL ALL LIGHT FIXTURES TO BE ON DIMMER SWITCH, EXCEPT FLUORESCENT FIXTURES Drawing Title: Date: 06-14-10 5 R511DNCE LOUJE LEVEL SGHMATfC ELECTIGAL FLAN SCALE: 1 /4" = 1' -0" 40 PLAN NORTH @2011 SMA =LECTRICAL LEGEND SYMBOL DESCRIPTION SYM50L DESCRIPTION SYMBOL DESCRIPTION li' DUPLEX CONVENIENCE OUTLET 0 RECESSED INCANDESCENT LIGHT FIXTURE -a EXHAUST FAN (P4 QUADRUPLEX CONVENIENCE OUTLET Q WATER PROOF RECESSED INCANDESCENT LIGHT FIXTURE IQ EXHAUST FAN /LIGHT COMBINATION (� `IYGFI DUPLEX CONVENIENCE OUTLET - GROUND FAULT INTERUPT WALL WASHING RECESSED INCANDESCENT LIGHT FIXTURE a THERMOSTAT ,4C DUPLEX CONVENIENCE OUTLET MOUNTED ABOVE COUNTER CEILING MTD. INCANDESCENT LIGHT FIXTURE Q JUNCTION BOX - CEILING PENDANT q+42 MOUNTED ©4 A OUTLET L IGH T IX URE O D G DE CE @ SPEAKER (P-te DUPLEX CONVENIENCE OUTLET - WEATHERPROOF EXTERIOR SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE r mw - ELECTRICAL PANEL ® FLOOR MTD. DUPLEX CONVENIENCE OUTLET D SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE SMOKE DETECTOR FLOOR MTD. HALF - SWITCHED CONVENIENCE OUTLET ® RECESSED FLUORESCENT LIGHT FIXTURE 0cm CARBON MONOXIDE DETECTOR HALF - SWITCHED CONVENIENCE OUTLET STRIP LIGHTING - BARE BULB ® GARAGE DOOR OPENER 220V (D PATH LIGHT CEILING FAN SWITCH n WALL SCONCE EXIT LIGHT $ 3 -WAY SWITCH Q CHANDILIER EMERGENCY LIGHT $4 4 -WAY SWITCH UNDER- CABINET LIGHT HEAT LAMP $p DIMMER SWITCH RECESSED STEP LIGHT PENDENT LIGHTING (LOW VOLTAGE) $L LIGHTED SWITCH / TELEPHONE OUTLET SPECIAL PURPOSE OUTLET $J SWITCH IN DOOR JAMBS H TELEVISION OUTLET (8 DOOR BELL -------------------------------- 7= FI l ip --------------------------- L l L --------------------------------- • 1T1 Jx " JL JL V ♦ Associates Architects P.C.-A.I.A. � = = - = - - = 0- I V W-.l LN I LN I I LN I= I LN I V g I m I N m 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info@smarchs.com www.smarcbs.com (' LEVE 51 T COVERAGE CALCULATION-.'- LOT AREA = 21,020 5F. 255 MAX. = 5,251 5F, PROPOSED TOTAL = 4,014 6F, 04 m ir LOWER LEVEL: PRIMARY 1984 6.1=. x.10 = 13815 6F. SECONDARY 1942 5F. x .10 = 1359 5F. ENTRY LEVEL PRIMARY 2555 S.F. UPPER LEVEL: PRIMARY 109 SECONDARY 2061 5.1=. PRIMARY TOTAL = 5040 6F. - 600 6F. (Garaee Credit) PRIMARY TOTAL = 4440 &F. SECONDARY TOTAL = 3420 6F. - 600 5F. (Garage Credit) SECONDARY TOTAL = 2520 5F, PRIMARY + SECONDARY TOTAL = 1260 6F. SIGN Ya,LOW PW710 CAP LS 13174 oti LOWEF, LEVEL WALL E><f=05U F--..,E CALCULATION ENT LEVEL a.F=. Oil! 1.11, I E 3 38 33 .26 21 Be 1 10 .11 • Revisions: 6-14-10 [)R5 5U5MITTAL 6-30-10 DR5 GOMMENT6 01 PERMIT &ET 03 CON6T COORD 5ET 04-181-11 RE6PON5E TO TOV 5L[)G [)EFIT COMMENTS DATED 04-14-11 05 -03-11 REVISED PERMIT 5ET Drawing Title: SQUARE FOOTAGE AND SITE COVERAGE CALCULATIONS Date: 06-14-10 Project No: 3300ro.00 Drawn by: 6mK Checked by: Sheet: SF -1