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HomeMy WebLinkAboutDRB130023 PLANS APPROVEDKirkpatrick ISSUE - H Addition February 11th, 2013 Issue for DRB Lot 19, 1462 Greenhill Court ABBREVIATIONS AB ANCHOR BOLT CU CUBIC GI GALVANIZED IRON REINF REINFORCE(D), (ING) ACOUS ACOUSTICAL D DEEP /DEPTH /DIAMETER GND GROUND RM ROOM AFF ABOVE FINISHED FLOOR DIAG DIAGONAL GR GRADE, GRADING SCH SCHEDULE ALT ALTERNATE DIAM DIAMETER GWB GYPSUM WALL BOARD SHT SHEET ALUM ALUMINUM DTL DETAIL HGT HEIGHT SIM SIMILAR ARCH ARCHITECT(URAL) DWG DRAWING HK HOOK(S) SPEC SPECIFICATIONS) ASL ABOVE SEA LEVEL ELEC ELECTRICAL) HORZ HORIZONTAL SQ SQUARE B BEAM ELEV ELEVATION INSUL INSULATION /INSULATING STL STEEL BD BOARD EM EMERGENCY JT JOINT STRUCT STRUCTURAL BKG BACKGROUND EMBED EMBEDMENT MAX MAXIMUM SUSP SUSPENDED BLDG BUILDING EX EXISTING MECH MECHANICAL THK THICKNESS) BLK BLOCK EXIST EXISTING MFR MANUFACTURE(R) THRU THROUGH BOT BOTTOM EXP EXPANSION MH MANHOLE TO TOP OF BRG BEARING FD FLOOR DRAIN MIN MINIMUM TRANSV TRANSVERSE BUR BUILT UP ROOFING FF FINISH FLOOR MTL METAL TS TUBE STEEL C/C CENTER TO CENTER FG FIBERGLASS N NORTH TYP TYPICAL CJ CONTROL JOINT FH FIRE HYDRANT NO NUMBER UG UNDERGROUND CL CENTER LINE FLG FLANGE OC ON CENTER(S) UNO UNLESS NOTED OTHERWISE CLG CEILING FT FEET OD OUTSIDE DIAMETER VERT VERTICAL CMP CORRUGATED METAL PIPE FTG FOOTING OPP OPPOSITE VEST VESTIBULE COL COLUMN G GAS P POLE OR PAINT W/ WITH CONC CONCRETE GA GAUGE PL PLATE W/0 WITHOUT CONT CONTINUOUS, CONTINUE GAL GALLON PL PROPERTY LINE WC WATER CLOSET /WATER COLUMN CORR CORRUGATED GALV GALVANIZED PLY PLYWOOD X CROSS GENERAL NOTES REFER TO THE PROJECT AND DETAIL MANUALS FOR DETAILS, CONSTRUCTION ASSEMBLY TYPES AND SPECIFICATIONS. 2. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED, AND IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, PERMITS, AND CONTRACT DOCUMENTS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS, THE G.C. SHALL NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTIONS HOW TO PROCEED. 5. SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, CONSULT WITH THE ARCHITECT FOR CLARIFICATION. 6. THE CONTRACTOR SHALL CONFINE HIS /HER OPERATIONS TO THE SITE AND TO THE AREAS PERMITTED BY THE OWNER AND THE ARCHITECT. 7. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN AND ORDERLY CONDITION, FREE OF DEBRIS AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUB - CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS /HER WORK, SHALL REMOVE ALL TRASH AND DEBRIS AS A RESULT OF HIS /HER OPERATION. 8. ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. 9. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL NECESSARY MISCELLANEOUS BLOCKING AND BACKING SUPPORT FOR BUILDING COMPONENTS SUCH AS LIGHT FIXTURES, TOWEL BARS, ET.AL. Glen Lyon Subdivision SYMBOLS DRAWING TITLE & SCALE EXTERIOR ELEVATION INTERIOR ELEVATION WALL SECTION BUILDING SECTION DETAIL DETAIL ENLARGEMENT (Plan or Section) OR AREA ENLARGEMENT COLUMN CENTER LINE, GRID & REFERENCE ROOM NAME ROOM NUMBER INTERIOR PARTITION TYPE EXTERIOR WALL SYSTEM ROOF TYPE WINDOW NUMBER DOOR TYPE REVISION NUMBER EQUIPMENT NUMBER DRAWING NUMBER SHEET NUMBER DRAWING NUMBER DETAIL NUMBER PLAN 1 A3.1 1 2 - A3.1 1 V.2 1 A4.1 1 6.01 1 6.61 a- LIVING ROOM 120 w2 R2 AA 0 0 is 1 A3.1 1 8.01 Vail, Colorado ELEVATION (Sections) ELEV 86'- 9 ELEVATION (Floor Systems) TO CO' 86' -6" FF 86' - -9" ELEVATION (Ceiling Systems) F SPOT ELEVATION �58' -0" II- J1=- II- JI=- II -J1= -i EARTH ` CONCRETE GRAVEL WOOD STUD WALL STONE WOOD (ROUGH) WOOD (FINISHED) PLYWOOD PLASTER /GWB /STUCCO BATT INSULATION RIGID INSULATION C.M.U. DIRECTORY OWNER JOAN AND DOUG KIRKPATRICK ARCHITECT RMT ARCHITECTS PO BOX 7630 AVON, COLORADO 81620 (970) 949 -0916 STRUCTURAL KRM CONSULTANTS, iNC. ENGINEER P.O. BOX 4572 VAIL, CO 81658 (970) 949 -9391 GENERAL CARPENTRY iNC. CONTRACTOR PO BOX 4716 EDWARDS, CO 81632 (979) 926 -7447 SURVEYOR EAGLE VALLEY SURVEYING POB 1230 EDWARDS, CO 81632 (970) 949 -1406 CODE SUMMARY ZONING: ZONE DISTRICT SSD #4 AO.2 SITE AREA: 13,547 SQ. FT. MAX SITE COVERAGE (25 %): 3,386 SQ. FT. MIN LANDSCAPING (60 %): 5,644 SQ. FT. FRONT SETBACK: 20 FEET LIGHTING AND SWITCHING PLANS SIDE SETBACKS: 15 FEET A3.2 REAR SETBACK: 15 FEET BUILDING SECTIONS PARKING REQUIREMENTS: 2 INSIDE 2 OUTSIDE BUILDING: FOUNDATION /MAIN LEVEL FRAMING S3 CODE EDITION IRC 2009 DETAILS OCCUPANCY SINGLE FAMILY FT. BUILDING HEIGHT: 30' (SLOPING) / 33' (FLAT ROOF) GRFA: LIVABLE: 5,947 SQ. FT. GARAGE ALLOWANCE: 600 SQ. FT. MAX ALLOWABLE GRFA: 6547 SQ. FT. AO.1 COVER SHEET AO.2 TOWN COVERAGE VERIFICATION A1.0a SURVEY A1.0b STAMPED SURVEY A1.1 SITE PLAN A2.1 LOWER LEVEL PLAN A2.2D MAIN LEVEL DEMOLITION PLAN A2.2 MAIN LEVEL PLAN A2.3D UPPER LEVEL DEMOLITION PLAN A2.3 UPPER LEVEL PLAN A2.4 ROOF PLAN A2.5 LIGHTING AND SWITCHING PLANS A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A4.1 BUILDING SECTIONS S1 SPECIFICATION /DETAILS S2 FOUNDATION /MAIN LEVEL FRAMING S3 ROOF FRAMING PLAN S4 DETAILS Design Review Staff Approval ��� By Warren Campbell at 1 :27 pm, Mar 28, RECEIVED By David Rhoades at 10 :17 am, Feb 11, 2013 AREA SUMMARY PROPOSED (GRFA) CALCULATIONS: EXISTING MAIN LEVEL 1,752 SQ. FT. PROPOSED MAIN LEVEL 294 SQ. FT. EXISTING UPPER LEVEL 1,752 SQ. FT. PROPOSED UPPER LEVEL 294 SQ. FT. TOTAL LIVABLE 4,092 SQ. FT. EXISTING BASEMENT W/ GARAGE 536 SQ. FT. PROPOSED BASEMENT 117 SQ. FT. TOTAL PROPOSED (GRFA) AREA: 4,745 SQ. FT. DATUM 100' -0" EQUALS DATUM 81819.20' USGS RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP (U V 0 C 0 V 0 a O 0 0 U � 0 •� C N ISSUED FOR: No. Date Remarks F 12 -06 -12 Progress Review G 12 -12 -12 Pricing Issue H 02/11/13 Issue for DRB PROJECT NO: 12404.00 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Cover Sheet SHEET NAME AO� I SHEET NUMBER EXISTING CEILING < 5-0" I I _ yv 1p 4 1 I I VAULTED SPACE I < 16' -0" I j I i L I PROPOSED UPPER LEVEL 208 SQ. FT. EXISTING UNCOVERED DECK 103 SQ. FT. i EXISTING UPPER LEVEL 625 SQ. FT. W/ VAULTED SPACE OVER 16' -0" I � � 1 I �I I h, I VAULTED SPACE < 16' -0" VAULTED SPACE - , e 16' -0" J; I o � I - UPPER LEVEL GRFA I � Basement deduction 45% BASEMENT GRFA. 12/8" = 1' -0" %%� L % 12/8" = 1' -0" EXISTING COVERED DECK 288 SQ. FT. PROPOSED MAIN LEVEL 294 SQ. FT. EXISTING MAIN LEVEL 870 SQ. FT. EXISTING COVER DECK 244 SQ. FT. MAIN LEVEL GRFA EXISTING BASEMENT W/ GARAGE 614 SQ. FT. (641 SQ. FT.) / (1,232 SQ. FT.) X (1,180 SQ. FT.) I r I'y3 I I I �4J��� / e A. , fflwr',*� dm I �? I / I I I; wl � I .I \ - ALLOWABLE CALCULATIONS: ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 TOTAL LOT SIZE: BUILDINGS: PARCEL A: 3,494 SQ. FT. PARCEL B: 1,712 SQ. FT. PARCEL C: I < 20,600 SQ. FT. MAX GRFA: 294 SQ. 0- 10,000 OF LOT: I 10,000 - 15,000: 1,900 SQ. FT. 15,000 - 20,600: 729 SO. FT. TOTAL 7,229 SQ. F.T MAX SITE COVERAGE: 20% (4,120 SQ. FT.) EXISTING LOWER LEVEL: 1,232 SQ. FT. I 3,127 SQ. FT. LANDSCAPE COVERAGE: O SOFTSCAPE COVERAGE: 13,726 SQ. FT. HARDSCAPE COVERAGE: 3,471 SQ. FT. G V 0 a r Li O yy� _O O V IL.I O � V O N ISSUED FOR: No. Date Remarks E 11 -09 -12 Structural Issue F 12 -06 -12 Progress Review G 12 -12 -12 Pricing Issue H 02/11/13 Issue for DRB 03/04/13 Re -issue DRB 03/26/13 Re -issue DRB 03/28/13 Re -issue DRB UNCOVERED DECK EXISTING COVER DECK 244 SQ. FT. MAIN LEVEL GRFA EXISTING BASEMENT W/ GARAGE 614 SQ. FT. (641 SQ. FT.) / (1,232 SQ. FT.) X (1,180 SQ. FT.) I r I'y3 I I I �4J��� / e A. , fflwr',*� dm I �? I / I I I; wl � I .I \ - ALLOWABLE CALCULATIONS: ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 TOTAL LOT SIZE: BUILDINGS: PARCEL A: 3,494 SQ. FT. PARCEL B: 1,712 SQ. FT. PARCEL C: 15.394 SO. FT. TOTAL 20,600 SQ. FT. MAX GRFA: 294 SQ. 0- 10,000 OF LOT: 4,600 SQ. FT. 10,000 - 15,000: 1,900 SQ. FT. 15,000 - 20,600: 729 SO. FT. TOTAL 7,229 SQ. F.T MAX SITE COVERAGE: 20% (4,120 SQ. FT.) MIN. LANDSCAPING COVERAGE: 60% (12,360 SQ. FT.) PROPOSED (GRFA) CALCULATIONS: UNIT A EXISTING MAIN LEVEL 1,752 SQ. FT. PROPOSED MAIN LEVEL 294 SQ. FT. EXISTING UPPER LEVEL 1,427 SQ. FT. PROPOSED UPPER LEVEL 208 SQ. FT. TOTAL LIVABLE 3,681 SQ. FT. EXISTING BASEMENT W/ GARAGE 736 SQ. FT. [(BASEMENT ELEVATION EXPOSED) / (WHOLE BASEMENT ELEVATION)] X (UNIT A, EXISTING FLOOR AREA) [(1,243 SQ. FT.) / (2,744 SQ. FT.)] X (1,346 SQ. FT.) = 610 REDUCTION 1,346 SO. FT. (ACTUAL) - 610 SQ. FT. (REDUCTION) = 736 SQ. FT. (GRFA) PROPOSED BASEMENT 160 SQ. FT. [(BASEMENT ELEVATION EXPOSED) / (WHOLE BASEMENT ELEVATION)] X (UNIT A, EXISTING FLOOR AREA) [(1,243 SQ. FT.) / (2,744 SO. FT.)] X (294 SO. FT.) = 134 REDUCTION 294 SQ. FT. (ACTUAL) - 134 SQ. FT. (REDUCTION) = 160 SQ. FT. (GRFA) AREA UNIT A: 4,577 SQ. FT. GARAGE EXCLISION (2 SPACES) -600 SQ, FT. TOTAL (GRFA) AREA UNIT A: 3,977 SQ. FT. UNIT B EXISTING MAIN LEVEL 870 SQ. FT. EXISTING UPPER LEVEL 625 SO. FT. TOTAL LIVABLE 1.495 SQ. FT. EXISTING BASEMENT W/ GARAGE 645 SQ. FT. [(BASEMENT ELEVATION EXPOSED) / (WHOLE BASEMENT ELEVATION)] X (UNIT A, EXISTING FLOOR AREA) [(1,243 SQ. FT.) / (2,744 SQ. FT.)] X (1,180 SQ. FT.) = 535 REDUCTION 1,180 SQ. FT. (ACTUAL) - 535 SQ. FT. (REDUCTION) = 645 SQ. FT. (GRFA) AREA UNIT B: 2,140 SQ. FT. GARAGE EXCLISION (2 SPACES) -600 SQ. FT. TOTAL (GRFA) AREA UNIT B: 1,540 SO. FT. TOTAL (GRFA) AREA UNIT A + B: 5,517 SO, FT Design Review Staff Approval TOWN OF VA I L By Warren Campbell at 1:27 pm, Mar 28, 2013 0 � ii These calculations verified by staff. Staff worked with the architect to ensure this plan sheet was accurate. SITE COVERAGE CALCULATIONS: ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 BUILDINGS: Tel (970) 949 -0916 UNIT A www.RMTarchitects.com EXISTING LOWER LEVEL: 1,346 SQ. FT. PROPOSED LOWER LEVEL: 294 SQ. FT. EXISTING COVERED DECK: 180 SQ. FT. EXISTING COVERED DECK: 75 SQ. FT. UNIT B EXISTING LOWER LEVEL: 1,232 SQ. FT. TOTAL SITE COVERAGE: 3,127 SQ. FT. LANDSCAPE COVERAGE: O SOFTSCAPE COVERAGE: 13,726 SQ. FT. HARDSCAPE COVERAGE: 3,471 SQ. FT. i � � I z SITE Z BUILDING COVERAGE NORTH I RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V aI t o� O C O G V 0 a O _O O V IL.I O � V O N ISSUED FOR: No. Date Remarks E 11 -09 -12 Structural Issue F 12 -06 -12 Progress Review G 12 -12 -12 Pricing Issue H 02/11/13 Issue for DRB 03/04/13 Re -issue DRB 03/26/13 Re -issue DRB 03/28/13 Re -issue DRB PROJECT NO: 12404.00 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Town Coverage Verification SHEET NAME AO,02 SHEET NUMBER PARCEL A A part of Lot 19, Amended Plat of Glen Lyon Subdivision, a subdivision recorded in the office of the Eagle County, Colorado, Clerk and Recorder, described as follows: Beginning at �a point whence the northeasterly corner of said Lot 19 bears N46i2 36 E 117.11 feet; thence N10 °5817 E 69.90 feet; thence N79'01'43 "W 50.20 feet; thence S10 °58'17 "W 69.90 feet; S79'01'43 "E 10.40 feet; N10 °58'17 "E 2.40 feet; thence S79°01'43 "E 33.70 feet to the point of beginning, containing 3,494 square feet, more or less. PARCEL B A part of Lot 19, Amended Plat of Glen Lyon Subdivision, a subdivision recorded in the office of the Eagle County, Colorado, Clerk and Recorder, described as follows: Beginning at a point whence the northeasterly corner of said Lot 19 bears N46'12'36 "E 117.11 feet; thence S10 °58'17 "W 36.50 feet; thence N79°01'43 "W 46.50 feet; thence N10 °58'17 "E 36.50 feet; thence S79°01'43 "E 6.70 feet; thence N10 °58'17 "E 2.40 feet; thence S79°01'43 "E 6.10 feet; thence S10 °58'17 "W 2.40 feet; thence S79°01'43 "E 33.70 feet to the point of beginning, containing 1,712 square feet, more or less. PARCEL C All of Lot 19, Amended Plat of Glen Lyon Subdivision, a subdivision recorded in the office of the Eagle County, Colorado, Clerk and Recorder, with the exception of Parcels A and B described above. EASEMENT D A part of Lot 19, Amended Plat of Glen Lyon Subdivision, a subdivision recorded in the office of the Eagle County, Colorado, Clerk and Recorder, described as follows: Beginning at a point whence the northeasterly corner of said Lot 19 bears N51 02'44 "E 124.99 feet; thence N10 °58'17 "E 15.90 feet; thence N7901'43 "W 20.80 feet; thence S10 °58'17 "W 15.90 feet; thence S7901'43 "E 20.80 feet, to the point of beginning containing 331 square feet, more or less. NOTES: 1) DATE OF SURVEY: 11/29/12 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 4) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. 5) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. 6) BASIS OF PROPERTY LINE LOCATION: PREVIOUS FOUND MONUMENTS AT THE NE & NW CORNERS LOT 19. 7) BASIS OF ELEVATION: SEWER MH 0240 INVERT EL= 8111.65' MEAS RIM EL= 8117.8' 8) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. 9) BUILDING SHOWN WAS LOCATED AND MEASURED TO TRIM AND VARIOUS EXTERIOR MATERIALS. STRUCTURE AND DIMENSIONS SHOWN SHOULD NOT BE RELIED UPON FOR ADDITION DESIGN. 10) A PORTION OF THIS LOT FALLS WITHIN MODERATE HAZARD DEBRIS FLOW AREA PER TOWN OF VAIL ROCKFALL STUDY BY SCHMUESER & ASSOCIATES DATED NOVEMBER 29, AN APPROXIMATE REPRESENTATION OF BOUNDARY IS MARKED BY: — — 11) POSTED ADDRESS: 1462 GREENHILL COURT. foX.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER AL—�� X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER Ir SURVEYOR'S CERTIFICATE I, Michael J. Post, a Professional Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this topographic survey was made by me and under my supervision, and that the survey is accurate and correct to the best of my knowledge. Michael J. Post Colorado P.L.S. 30116 Date: 1984. O N I— O Z Q a. W a: Cn 0 it 0 Q U a. W 3 W 0 0 0 W D. (*M-0-8,0-�) 18noo IIIHN3380 0 ' rowN OF va Design Review Staff Approval By Warren Campbell at 1:29 pm, Mar 28, 2013 SURVEY 1" 10' -0" RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V Q\ O C O V G O a O O O V � O V Or, N ISSUED FOR: No. Date Remarks E 11 -09 -12 Structural Issue F 12 -06 -12 Progress Review G 12 -12 -12 Pricing Issue H 02/11/13 Issue for DRB PROJECT NO: 12404.00 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Survey SHEET NAME A1.0a SHEET NUMBER . . . . . . I . . . .. - I . . . . . ... . .. � . . . . - . . . . . - . � �, LETS �' ?�-� 1.�. r o_, . -rfr _ ti +13.2 _; I Y+ '.�" 1S �� f f a j.. ,ate - rIr 1r., ,.n�- �� ;. ,, - 5�y2' "" _. I / :Z " .} Q7$ Lr -�+f- I '- .. T `.' rte` '_� -' .- J �ti . . - . - . . - . . -. : ! .", --�� - - . . e ' ' • • �. 7 - - l , i 'lam.' -+ - ti • . 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'� - 3�- - f -I 1'f ' j {y _ � E j - ry 11" l r,., �` - �` / } EDGE PAVERS % ' + 041 �`� r` {� 1 i i `tii1 , 2 - - .: `+r' +22.4 !!! 33,2 . - `' y f ,� r - r , - . Tj' - - �! . J 3, - . N� - 1 1 r ;- . A: ,r „��R = '; . f FIRE . - �, ! � -.: - - t 09,7 , '', 1 _ f� f ° '' f-- . ' ' r' ': CONCRETE PAN � � '' ' - '� f:. 7 '01' ti - _,1," �i'kI� {r ; •�✓; ::2 , -t - r. ;4 = { �� 3a_ 1) BATE OF SUf�VEY 1 1 f 29 }1 . 1. �, '- " -' 3 t - 1. A4`1 f �� _ 2 SURVEYOR HAS MADE N O INVES71CAT4N' OR INDEPENDENT SEARCH FOR AMENDED ��1 +.Tyr `}-� ' �y-�;_ 113A -t 16.Is5''f �r'+ - i1.i,� I , y �' 1 . ►.� $p itt,~L t , -r�� PLATS. EASEMENTS OF R£GCRD OTHER THAN PLA y -� 2(]' y,,y4, r T'. ( TEEpJ. ENGUMBRANGES�. •` ' °� , " -�� r : ,L °!f`r � .1- f.` f y ) RESTRiCTiVE, CDWENA!VTS; DV+1Nf i SHiP TITLE EVIDENCi OR ANY OTHER . r� r7! X4.1'1 -. �l +1� �- i`,'�''i, .s _ /1 s ti 5 ,' �, 2 r,ti .y . s p �,r `r 4.e r Aso FACTS THAT AN. ACCURATE ANQ CURRENT TITLE SEARCH MAY �1Sr�`LGSE. os:a EWE vO _ - - = - '' '- � TV PED � - _ �� s r.1 F - +r3� 3 NOTI E:.}SOCbRD1NG TO GOfkA } G i, 17C LAW YQU MUST COMMENCE ANY LEGAL . +� 4'6,. a ¢ i4,s . I. . r,1 _ �. + is� =� .y' 'r t i - ! f ACTION BASED UPON. ANY DEFECT 11+1 THIS SURVEY WRHIN THREE YE4R5 5!f t fr~'L - AFTER YOU FIRST- DISCOVER . SUCH DEF=ECT. IN ND'- EVENT, MAY ANY 04.5 P ;,r Gz' i bECFC ��HC71lE] ?1 f' . . 0 &.7 � Y �,� ` f �.•. tir o �.S•�t5' 4•� m - EDGE ASPHALT I _T In i`1. 11 �- l 5` -.� r _• ! �,� AGTIQN BASED UPON ANY' DEFECT IN THIS SURVEY BE CO14MENCED YORE �``�` r' �'` TF{AN TEN Yom$ FROM THE GATE OF THE CfrRTIFICATION 5HOY1fh! r� ! RGEF PEA * ' r {sin HEREON- F = za,s { +ire `� :1 r r { 4 BEARINGS ANO DISTANCES ALQNG L- ai40 :9' '� 'i ' , ) PROPERTY uNEa 5HOWlY HEREON ARE - EN RY P tip' i17 N rlel . ~ -" �`i Y j j - - - i EL= 8119,2' l7ECK 7.6'x+' r;' `. r• 1 _' r . . - r - . - EI DECK , = - •F ' � - +'_'� � AS 5HCWN .Ohr THE SOBUIVISIGN P-AT ONLY. A BOUNDARY SEJRVEY 'WOULD ' S' . � % B_ NECESSARY TO DETERI�fIt+lE THE TRUE biMEtv51DN5 QF THE LaT AND - o a.v 7C - - 0- - s: +09-A GARAGE SLAB BUILDING OUTLINE rn rw ;r M1 -,_, / ; � �_ �y �' ! - . _ �� -,., - _ _ - SETBACKS, 4WIHICH MAY VARrY FROM THE PLATTED DIVENSION5_ r ELwB'i10_Q' crna .�. x' . . . . r -, }�k, r `�_ aa,� . 5] THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF v: - � - - - c ,! i - . ^` i;a'+`R:'�4 EAGLE; VALLEY SURVEMNG, INC. AND IS INTENDED -FOR THE SOLE IJSE OF THE _ i} r+1) y . MARKED WATER LINE � � - - � ,,� � � � � � . � �: � ORIGINAL, CLIENT ONLY. ANY usE Of CR TRANSFER, TO OTHERS IS PiRCH181TED. ' . . ` r.I '; f 4 "tip' �; -. r_t' r . ; f Y,r_ - 6� BASIS C}F' PRr��'ERfiY LINE- LOCATION:, • PREV14U8 FOUN> hADNl1ME�iTS AT THE NE & If , - 0%4 i DfCl4 f - ,l, ?.C�- A-11 I' � "��' f r s NW CORNERS LIDT' 1.9. . \ � .. 7 BASIS OF ELEVATION: SEWER MH -0240 INVERT. EL =811 1.65' MF'AS RIM E1=8117-6' . . '0 f BLD ❑H UPPER DECIf i J yti'•i 'i ,; t,: r } _ - Q j EL- B128:a' ry 1. : .�� . 0 cfi ,: '' c - f - = . ' / 8) BUILVINO SEE ,K iNFORMATION 15 NOT PLATTED, PRIOR TO ANY DESIGN OR CONSTRUCTION' PAPR0VEME,AT ON TiHIS PRUPERTY, TOWN OF VgiL b• LOWER DECiS -' '� ; "`� SHOUL❑ 11E COhITACiEp pOFi GORfREGT BkJli_DI1dG SETBACK INFORIJhATION- { _ f ' - - � �- �.9• PARCEL' A -- EL- �S18,7' � :, fir' f� f ti,�� f, 1 � ' eo�La�� ENTIRY r Lt f 1 r L.: ;r _ __ 1 �a �� , �, �ti`' ;'',w, 9) 6UILDING SHOWN WAS LOCATED AND MEASURED TO TRIV ANDI VARIOUS EXTERIOR - - - - EL= B11�,1' r TM . - C �' 1% DI . .tip . - MATERIALS, .STRUCTURE AND DIMENSIONS SHAWN SHOULD NOT BE RELIED 1JPCN - ' . f _ - _ •� n - - ;! { DECK A0, � f - ?,�� . ' J.:: ' T f -. � 3010orl FOR ADDITION DESIGN. s_�. _ , - � _a - � + !7s >7�: '� � - . ! y'„ f� - }� =�J' �, a� 10) A PORTION OF T1�15 LOT- FALLS WITHIN MODERATE HAZARD DEBRIS 'FLOW AREA PER - - d j z - Z' ;-'�'r .• . f I'I :+ _ 7 `�' TbWN Ql" VAIL ROCKF'ALI_ STUDY BY S.CHMUESER & ASSOCMATE S. DATED NOVEMBER �9, 1984. z L_ -ti.; .- AN APPROXIMATE REPRESENTATION. OF 90UNDARY- IS I I T =5.� ' - - Lj - _ _ _r {•p, �V� ', , r 1 I 1 I , - 11) POSTED ADDRESS:. 1462 GREENHILL COURT, . . . - . . . � _ z -� + soy r,} =� - . '. I,� -. LEN�1�11,� . .I 2 ¢ W +� ��. -r+� �', . BRCW f3�'Q5'a4"E . . °' � �' 17.z I BUSH 1 � - . ,; . - 11 ff BLD QH - , - 1_IN _ i., - �� . / - - + 1 � � `• Yti`4 ., fry. 1 ! _ =mom' 7C,X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAVETER �+y - L �- r - �� T 1rr : •, pSrC.L lair l i. . -. �' EASEtVu NT ( � f -7" - r y � i �, � . . � `,17- ' - - . �� -- ' ,`•'.' ',y . t'`'. f A port of Lot 19, AmeT�dec! Plat of Glen Cyan Sub�ivislan, a subdivision recaraed in 1 'i + ` ' ` the office of the Ea Ie ,Cq�r,t G41or9Ct4. Clerk and Recap der, described ❑s- follows: LINE 'TABLE t5 2. r' �, Izr.6 g y - t ' .' EDGE ASPHALT . - - . .. L1) S79'01'43 °E 10.40' 2D r , r f . c _I ,r,, . . '. . L2 Nl'0'5S'17'- 2.4 ' fig• Sp - .. Beginning at d �oint whence the nartheo,Aeri� corner of said Lot 19 �' ,:1: ' . b1' �`` -a , '�+ „tip . + bersrs N46'1�1'36 E 117.11 feet; hence 5105817E .59 -90 feet; thence -�A X.X DFNOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER L3' S10.75 '43n'.E 6.10' 33, 0,, f ,, N. { �. I i�7901 43 W.'50.2D feet: thence 510`58'i7 °Vt 59.9❑ feet 579'41'43 "E J,'';`` ' T - ,.• a i .ti jrr s , ' • 7' 80 ' ' `: L 57Q'S8�1T W 2;40' a. - .%.I,' "• '' 10.40 feet; N10'58'17 "E.2.40' feet; thence 379'01'43 "E 33.70 feet to ` k . L5 S79'01 43'E 6,74- . . . {{ . • ' ' . : L6) N10•a13�.17 "E 15.94' - I'! }Ii -the - Point of beginning, nantaining 3,494 square -feet, more or less. - .� L7) S1d'58 "17 "W- _15.94' b . . -. FND PIN & .CAP i PARCEL B . . u� LS #13174 . 1� ' _ . -� . . rl . . / A part of Lot 19. Amended Plat of Glen Lyon 5ubd;vision, a subdivi�icn recorded in . . - , - - - - . . 11 . . the office of the Eagle Coutsty,- Colorado, Clerk and Recorder, described as follows: - . ' . - .. - �. . , .. ..f . /. . - . . . . . N _ •--� . Beginning ct a Point whence. the northeasterly corner of said Lot 19 bears . thence / N46 12'363 117.11 feet• thence S10'58'17 "W 36.60 'feet; PARCEL B SEWEIR MH 0230 Ni9'4 #'43 "I+d 46.50 feet; thence Nlfl'58'i7 "E 3O.SQ feet; thence . SURVEYOR'S CERTIFICATE . ." .- WEAS RIM EL�St26.3' I Michael J.' Post, o Professional Land Survey-or cr re istered under th� laws of �- 579'01'3 °E 6:70 feet thence N1p'S8'17 E 2:40 jest; !hence S79'OT'43 "E Y 9 .Q I,hEAS- lNV EL- B12D_8' 6 10 feet; thence S14'S8'17 "VJ 2.�1C feet; #hence 578'41`43 "E' 33.70 feet to the the State of Colorado. din hi~reby certify that this topographic survey was point of beginning, containing 1,712 square feet, more or less. ' made by me and under my SUpervlslon, and that the survey is acckrote and 1 .correct to the- heist -of my knowledge'. 11;0;- +• *�+�,. 10 . � � - PARCEL C - . - s- -13 is Eiij�,T r� . - - ,h - All 4f Lot 19, Amended. Plat of Glen Lyon Subdivislon; a subdivision recorded in the ifs ~1 F�' .. - - _ . - - - - . . - afffce of the' Eagle Oounty, Colorado, Clerk and Recorder, with the exception of Parcels Milcho I • -Jx ;, ast • -- ' • ' . .0 - +` A and -9 desctlbad above. - Col�r' A lF¢L.ftj I I , .- . . - . . . . EASEMENT D - - p Y+ r . a.' i �zj ' • - . . - . - . _ . , . A part'oT16L •19,.Amendad Plat of Glen Lyon -Sub& isian, a subdivision recardEd in -the �'�t ' v- Eute. . - .. . . - 7g�07'q 'u - _ - affiae -vf the Eagle County,, Calcrado, C'serk and Recorder, described as fall ❑ws ;� . , . - 3 v�- 46. SII , , . - . • , . . , - . - - - -. . - - - . - - _ .- . . Beginning. at. a p`alnt whl Tnve the northeasterly corner of said Lint 19 5ear5 I - - - . _ . . - _ 051'02'44 °E, 1.24.99 feet;' theTtiee, V 0'!55'1 7'E 15.90 'feet; thence - . . . . .. . , . - k:. , - �N79'01'43 "W. 20.80_ feet; thence 310'58'17 "W 15.90 feet; thence - ' • ... . - .. D - - 579'01- '.43 "E 20.80 feet, to 'the palm of beginning ronfolr n.g '331 square feet, - - . more or less: . _ .rya .. _ ' . . . ,. . . . :, . - . . _ - - ... . . .- _- . - - . . . . . -,- . . . . ' ' I - - .. . - . - . - . , . _. - - - - ..- - . . . - Design n Review . .. . . _ - - . .- - g I .. P;RT�1 - - _ L T P R HI SUR :VEY . � •. , Staff Approval - -. . , . . .. .. . . . _ ... . - _ - . . - • . - ... - , - .: B Warre►� Cam bell at 1:29 m -Mar 28 -2013 . . - . , : y. A P , 'PART F PARCEL A .& PAR -GEL C LO � 19 . , . .- . . . . , - - - . . . - - ._ ., , _ . - _ �i . - . - - . -- . .. D 11f x.51.1 - -,. - -� _ -� -- _ -- - , TOWN . . - ., `.41199 f' IG} AY. _ &., ���� -VAIL _ .F 1IL, EAGLEUITLR]4 :a:_ ex 'lea - • : - . :... - . ... . lrDWA�S+ OQ. 81.632 . •- . . . _ _ _ - . (97:0)9* 14{{Jfi ... , !Ffi 1 T D1�1G D�LTE- 12�� f 12 ,� - - . . . i' _. . . - .. _ . . - _ s7RN. IBY; -M; POST. . PAGE T'OF .1 .JOB iVo. '461 . . _ . _ _ - ... - - . . _ . ' . . .. . . . . - - .,. .. i , . _ - .. - . . - - . - - .- '* .. .. . -,. .. . .. .. . - . . - -. - - , ._ . - - _ _ -' - ' - _ - - - .. ... 14 - - - - . - - , . . .- - ., - ... . - . - - - .. -- ti - - - - - .. - . . . - - . . . -. . , • . . - • - -. . . - - _ - .. , -. - - - - . . - . - - - . - -. . . r - , o N O J o � 0 \ 01 v PROPERTY LINE �A PROPER ALINE w 0 N O \ C� O � O \ 0 0 d O 0 0 M O N O z z :o \ 0Nw II \ QJ� U m of (� o (*M.o.8,ov) 18noo IIIHN3380 GREENHLL COURT 1/ &00,3 FACE OF WALL TO BE BATTERED BACK LANDSCAPE BOULDERS: CLEAN, SMOOTH, UNBROKEN BOULDERS RANGING IN SIZE FROM 2.5' -5' IN DIAMETER. ALL BOULDERS TO BE SELECTED /APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. HEIGHT VARIES (4' MAX.- SEE PLAN) FILTER FABRIC DRAIN ROCK i 4" PERFORATED DRAIN PIPE IN FILTER SOCK- DRAIN TO DAYLIGHT. III I- II. O LOWER COURSE OF BOULDERS TO BE BURIED A MINIMUM OF 1/2 WIDTH INTO GRADE. T � 3E:n I r PROPOSED RETAINING WALL (2-' 1" = 1' -0" DO 08 << 00 f °e- se S Design Review Staff Approval TOWN � By Warren Campbell at 1:29 pm, Mar 28, 2013 SITE PLAN 1" 10' -0" NORTH RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V O C O V G O a o 0 0 V � 0 V O N ISSUED FOR: No. Date Remarks E 11 -09 -12 Structural Issue F 12 -06 -12 Progress Review G 12 -12 -12 Pricing Issue H 02/11/13 Issue for DRB PROJECT NO: 12404.00 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Site Plan SHEET NAME 1,6 1 SHEET NUMBER 9b- X.X DENOTES EXISTING DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER NIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER =E WITH APPROXIMATE TRUNK DIAMETER TO BE REMOVED IDSCAPING ATCH EXISTING) * :D AREAS ATCH EXISTING) TED LANDSCAPING IS TO BE TIED TO EXISTING YSTEM. Design Review Staff Approval TOWN rf By Warren Campbell at 1:30 pm, Mar 28, 2013 LANDSCAPE lot—off lot = PLAN NORTH RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP (U V ° ° V ° a ° ° v ° ��v o O N d' rl ISSUED FOR: No. Date Remarks E 11 -09 -12 Structural Issue F 12 -06 -12 Progress Review G 12 -12 -12 Pricing Issue H 02/11/13 Issue for DRB PROJECT NO: 12404.00 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Landscape Plan SHEET NAME A1,02 SHEET NUMBER 1 A4.1 0 I LINE OF EXISTING DECK I II II II II II 2 L A4.1 II II II DECK ABOVE II II II dl II II II II II II II III 1 I 1`.II 1 I WALL LEGEND EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED NEW WALL DOOR SCHEDULE 21' -0" STORAGE ` t ROOM J 101 NF-W 5TOKAGE- ROOM 1 �' -O" x 1 2' -8" 0 NEW OPENING IN EXISTING FOUNDATION WALL II 2 A4.1 44 `I II �' II II II II � � ;�y c�•a'V � �'(- � � G£%fK.c� GPI. GARAGE JLL •� � 11 I I -I 1 A4.1 9 CI -05LT ENTRY 0 I d- y. I � LAUNDKY a � fl •I i I . 1! tea N I � _ �::=r: i i I � -- - _ ••` I 1. �rj � 1��} ;`'�' '- `4'-rc -''Tr '.jai /C }Y mod; �%^� , 1. �� r - V. _. .uiy' --x.i ,c �r',7 ��• is -:ir 7r ICI WIDTH 3' t J�- _- MATERIAL STYLE A 2' -6" 6' -8" 1 3/4" WD D1 r _ B Aj 6' -8" 1 3/4" WD D1 POCKET DOOR C 2' -0" 6' -8" 1 3/4" WD D1 - D •_ ` --._ J� G- ? �G .t'f -.+•:. •y�". „�. 4 ' ��, --- - - -- ..� ti �' ;f [• t %{�,�r[JC ' d — 4 r is --- Try D1 - F 2' -6" 6' -8" 1 3/4" WD D1 I -- h • I i Yf.f•� 1 i �' I I E I a• •ij I r✓ *^ 5 z - > I �� jr•" � ? r�3 i I iiP 0f _f;r'I -+r. i!'�f.V'� frLr,' 4s e; ` r {" G'' � .•� %, ?' �a+' l� — , jI L ! WL l f' -rR U _ �•fi�C�C V: rcl7iah .l: ..� _ - _+ .y r .�X ---;,� f f _ �U �f-/•`i.:Y' W -`� "-� ._� ^L%�r-" 1;r'l��w'. :- '�fl�' I v VI li, � _ I : F-.. -. f'ti '� �• �� - ;� zzlyf�-•c .,�'� .:E�;.'L�I:,.S _ ,. � � lrI �'- � - i - d/ ._ 'k �r •✓' %..0 - � --r' .. E �` - :: a -, -- -- - -r-I jI � S I ��' T J 1 _ ti' �Y � ' ti_1 ; � . , ! h �.. l — r -r � f ' ...-. -. r� ` ,'4�„�•r uy'�'f y u ... _. i ".i�,'� r.._. .1 / •/ I 5a` i� '�• i- +�. ��rr�r�r r }rr'Mi��l,.r �.� Jt r ti t , i�w.r.._i�': MI {� -�- I _ - ::... ,- �;, -• .. ,-.a _ .. _ _,fib },., _ (,L; � -..� � i - I , MARK L I i I I ICI -- h • I i Yf.f•� 1 i �' I I E I a• •ij I r✓ *^ 5 z - > I �� jr•" � ? r�3 i I iiP 0f _f;r'I -+r. i!'�f.V'� frLr,' 4s e; ` r {" G'' � .•� %, ?' �a+' l� — , jI L ! WL l f' -rR U _ �•fi�C�C V: rcl7iah .l: ..� _ - _+ .y r .�X ---;,� f f _ �U �f-/•`i.:Y' W -`� "-� ._� ^L%�r-" 1;r'l��w'. :- '�fl�' I v VI li, � _ I : F-.. -. f'ti '� �• �� - ;� zzlyf�-•c .,�'� .:E�;.'L�I:,.S _ ,. � � lrI �'- � - i - d/ ._ 'k �r •✓' %..0 - � --r' .. E �` - :: a -, -- -- - -r-I jI � S I ��' T J 1 _ ti' �Y � ' ti_1 ; � . , ! h �.. l — r -r � f ' ...-. -. r� ` ,'4�„�•r uy'�'f y u ... _. i ".i�,'� r.._. .1 / •/ I 5a` i� '�• i- +�. ��rr�r�r r }rr'Mi��l,.r �.� Jt r ti t , i�w.r.._i�': MI {� -�- I _ - ::... ,- �;, -• .. ,-.a _ .. _ _,fib },., _ (,L; � -..� � i - I , MARK DOOR SIZE DOOR REMARKS WIDTH HEIGHT THK. MATERIAL STYLE A 2' -6" 6' -8" 1 3/4" WD D1 - B 2' -6" 6' -8" 1 3/4" WD D1 POCKET DOOR C 2' -0" 6' -8" 1 3/4" WD D1 - D 3' -0" 6' -8" 2 1/4" WD D1 20 MIN. B -LABEL E 2' -0" 4' -0" 1 3/4" WD D1 - F 2' -6" 6' -8" 1 3/4" WD D1 PAIR BI -PASS CLOSET DOORS I II I 1Ii I I t Design Review Staff Approval T O N L , By Warren Campbell at 1:31 pm, Mar 28, 2013 NORTH LOWER LEVEL FLOOR PLAN RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V .ry 1� O C .o O V a L� O O O U •ry O N d' ISSUED FOR: No. Date Remarks D 10 -11 -12 Progress Review E 11 -09 -12 Structural Issue F 12 -06 -12 Progress Review G 12 -12 -12 Pricing Issue H 02/11/13 Issue for DRB PROJECT NO: 12404.00 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Lower Level Plan SHEET NAME A2,01 SHEET NUMBER 0 i i� I 0 0 00 N I fifm"; 1 A4.1 2 A4.1 AREA SUMMARY MAIN LEVEL ADDITION =294 SQ. FT. WALL LEGEND EXISTING WALL C TO REMAIN EXISTING WALL TO BE REMOVED NEW WALL DOOR SCHEDULE 7Qiyl 12 h CIA 1.1 to] 14 1111•�: 1Y 21' -0" 4' -3" .. 5' -6" 5' -6" 5' -9" 0 00 BEDROOM 201 -�Kt3 BEd 6 =--- '- 15LDKOOM 20'- r„ X i ?� 2' -6., 1' -11 3%8" 7/"3'-21/2" 8 ` O — RANG F- Kr- I OVEN r � RANGE REF. M OVEN in 2 KITCHEN z A4.1 r NEW 6X6 POST Z N KITCHU -N NEW BEAM-, iwt NEW 6X6 POST DINING DINING NEW BEAM I2OU-3rI.t;ex1=01•11r i ff f I I MARK DOOR SIZE DOOR REMARKS WIDTH HEIGHT THK. MATERIAL STYLE A 2' -6" 6' -8" 1 3/4" WD D1 D1 - POCKET DOOR B 2' -6" 6' -8" 1 3/4" WD C 2' -0" 6' -8" 1 3/4" WD D1 - D 3' -0" 2' -0" 6' -8" 2 1/4" WD D1 20 MIN. B -LABEL - E 4' -0" 1 3/4" WD D1 F 2' -6" 6' -8" 1 3/4" WD D1 PAIR BI -PASS CLOSET DOORS 1- Z MBAR/ 206 _ I I BIAR II II I CLOSET 0 CLOST- 1 202 114 3' -6" 2' -6" 3'-3" Y, 1_.IVING = LIVING ROOM POWDE.K POWDER i N 1 A4.1 „ i L r � - � �: � >R�,�Ir•�f y'�, - I - -•- i I � ~!.J �.� ,•'�� � ti's Ln NEW WINDOW :� , - - . -L�4,T - f 1 ��.'� '� • 4 tk I IN EXISTING WALL BATH" '•� r' �� ' -f 7 I • 0,5: �sl� o e�:� � L�,��.+'t� ='c{'- };l ._ ..r.� �y� - V• _ _' , I':t' 1.1 + i. � ��1 s r ~ MASTER ` BATH 4' -1 3/4" I j . i ! ��. t'� ^ — F.i __ ,-,-. -. ,- - _ -• _ A . _ Y. r �J L. I: iiir � -_ I.X' r":1G/r}7. •- - .�..•� -: �� ��- ti �.,.,� ,.' `�'ir � '�, _ [�, _ �; I ��r- I .C`��A.l �� `�, � �i � I ✓ill -+ .r.. •,,,•' _ ' y� • .-i—. ,_/-',� -. - . yr -f' . r� L�.+'. I_r$! _. r•� r.a . __ _ o I! T '® I <�` lr 1. - � f t/n• Lf�'r�r i I• .1 �hli y1( I� ` -i I+. k•irt�w. �'Tl �i •. 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S T. r_ t , f i �• i I i y� i ry r MAIN LEVEL FLOOR PLAN 1/4" = 1' -0" Design Review Staff Approval TOWN OF VAIL" By Warren Campbell at 1:31 pm, Mar 28, 2013 NORTH RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V 0 O :o r7 rr�^ Vl 0 V a r ^�h V o R! _o O V • Icy e� I..1 O � V O N ISSUED FOR: No. Date Remarks A 09 -17 -12 Progress Review B 09 -18 -12 Progress Review C 09 -27 -12 Progress Review D 1 10 -11 -12 Progress Review E 11-09-121 Structural Issue F 12 -06 -12 Progress Review G 12 -12 -12 Pricing Issue H 02/11/13 Issue for DRB PROJECT NO: 12404.00 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Main Level Plan SHEET NAME A2,02 SHEET NUMBER WALL LEGEND EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED NEW WALL 1� Il +1 s' — �y .r _M1 '�� ��. y7 .J ..a. �'`- �%'�.t�i,�i4�'wi = �JG�.P�s�'.T:y r:� - ; i•�;�4�j l Il Z- 4' i p y [� _ .'7 tq L ti �' ti IrI I -- . -' TTTiii ° r�'• F. 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U �..r? •r .-. �..^ 1 _ ri.' 1 / -_ l4�r' . � L,.1:'r .r ., i "al MAIN LEVEL DEMOLITION PLAN. 1/4" = 1' -0" Design Review Staff Approval By Warren Campbell at 1:31 pm, Mar 28, 2013 TOWN OF VAIL \•C ■ RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V Q\ �O O rr�^ Vl O V a V O O O V O � V O N ISSUED FOR: No. Date Remarks A 09 -17 -12 Progress Review B 09 -18 -12 Progress Review C 09 -27 -12 Progress Review D 10 -11 -12 Progress Review E 11 -09 -12 Structural Issue F 12 -06 -12 Progress Review F 12 -12 -12 Pricing Issue H 02/11/13 Issue for ORB PROJECT NO: 12404.00 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Main Level Demolition Plan SHEET NAME A2,02D SHEET NUMBER 2 4.1 1 A4.1 O I NEW ROOF M -LOW 1 :12 DOOR SCHEDULE II �' c} F J STORAGE i 2 A4.1 LOW 21' -0" 7' -0" 14' -0" II II 0 RIDGELINE OF NEW ROOF ABOVE I BUILT -IN TWIN PDED Li I II I II I ® M -DKOO X I BEDROOM z L 301 > ILA I O I LOW A STOR _ 30 Y - LOW 6' -8 1/4» �2' -3 1/2" 5' -5. I E ATTIC f 11 5TOKAGE O 7 A4.1 - -- -�- - LINE OF NEW ROOF ABOVE 1 I `ter I,--�(EXTEND EXISTING ADJACENT I ROOF PLANES - MATCH �_J� ='� .. , - -- EXISTING EAVE /RAKE DETAILS) PROPOSED ADDITION LINE OF EXISTING STRUCTURE 0 00 -..: ATTIC LO �T 10W� 5TOKAG _ 3 � ; 04 OF BATH it 302 .- I f- i I�ATr1 j EXISTING SHOWER TO REMAIN I I 1 EXISTING DOOR TO REMAIN ;� ,¢GD +r, Gam:.: r+VF •G 7C{�,l�J diIs.' i /'�!'i r F)ALCONYr #T t r�`` r nr� 4• _ g:. ' �. — _ �•kJ' P y, I \m I I I ,1 dt � � I ®._. •r�r rc; ",'b1 , {.,�`'f,. . t - _i � -r /.7 �ifT�r� L�a,� __ s I --M 1ti' I, DOOR II 1214 WIDTH HEIGHT THK. MATERIAL STYLE A 2' -6" 6' -8" 1 3/4" WD D1 - B 2' -6" 6' -8" 1 3/4" WD D1 POCKET DOOR C 2' -0" 6' -8" 1 3/4" WD D1 - D 3' -0" 6' -8" 2 1/4" WD D1 20 MIN. B -LABEL E 2' -0" 4' -0" 1 3/4" WD D1 - F 1 2' -6" 1 6' -8" 1 1 3/4" 1 WD D1 • O 4S; O U �.I O � 0 N d• ISSUED FOR: No. Date Remarks A 09 -17 -12 Progress Review 1ti' I, DOOR II 1214 WIDTH HEIGHT THK. MATERIAL STYLE A 2' -6" 6' -8" -5= ,C=/ !/ I I I r - I I I �q rr r.r I • t .s 1s I J sri , - -... -- MARK DOOR SIZE DOOR REMARKS WIDTH HEIGHT THK. MATERIAL STYLE A 2' -6" 6' -8" 1 3/4" WD D1 - B 2' -6" 6' -8" 1 3/4" WD D1 POCKET DOOR C 2' -0" 6' -8" 1 3/4" WD D1 - D 3' -0" 6' -8" 2 1/4" WD D1 20 MIN. B -LABEL E 2' -0" 4' -0" 1 3/4" WD D1 - F 1 2' -6" 1 6' -8" 1 1 3/4" 1 WD D1 PAIR BI -PASS CLOSET DOORS �• '�'' 41 - - a �� r ,! �� ��i�'J/L•ii -�- � - c%t ^cS� � w qtr. �•�, i -�'- � �� I WA - �-4 f ,, „ � � -. r,• � � v...' •. � � wry . UPPER LEVEL FLOOR PLAN 1/4" = 1' -0" -- Design Review NORTH Staff Approval TOWN OF VA! L 1 # By Warren Campbell at 1:31 pm, Mar 28, 2013 RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V 0 C O C O V a V o O O U �.I O � 0 N d• ISSUED FOR: No. Date Remarks A 09 -17 -12 Progress Review B 09 -18 -12 Progress Review C 09 -27 -12 Progress Review D 10 -11 -12 Progress Review E 11 -09 -12 Structural Issue F 12 -06 -12 Progress Review F 12 -12 -12 Pricing Issue H 02/11/13 Issue for DRB PROJECT NO: 12404.00 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Upper Level Plan SHEET NAME A2,03 SHEET NUMBER II II II II II II II II II II II II II II II II III I II II II II II II II WALL LEGEND EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED NEW WALL � � M C 1� II MISTING DECK TO BE REMOVED 6/0 I I II I e PRESERVE EXISTING SHOWER—/ `�. i F ATt-1 17 e 4- _ I 1 r — -- - -- -- —I Ilk ��F •1 ,4V1 f'� rF. '7 /� /.'i!r��iJ,v �%'iv«�i I I II ` V U rr— %Ifi flar c-L� • .- ILI 1 rr�;i.i X�i •�.i.�.r .=J�: of. 6011.E': i} i I j r L'iTV X41 f�.j: Il r ��r r 4. Gy"r2�.7jiprtiG t ,I l tie, r rr . I �I rr �: r rte• +v', -�r�., - i (� � • I I 1 r - _._. - -`-__ - -�_ �- _�'•�- Lam'-- __...._ -.. .. ..._ _..... .�- *'�'-- ^- ^ -. ®�`� f UPPER LEVEL DEMOLITION PLAN. 1/4" = 1' -09' Design Review Staff Approval NORTH VAI L' By Warren Campbell at 1:31 pm, Mar 28, 2013 TOWN RMT I, PO Box 7630 I Tel (970) 949 -0916 I r www.RMTarchitects.com STAMP I WALL LEGEND EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED NEW WALL � � M C 1� II MISTING DECK TO BE REMOVED 6/0 I I II I e PRESERVE EXISTING SHOWER—/ `�. i F ATt-1 17 e 4- _ I 1 r — -- - -- -- —I Ilk ��F •1 ,4V1 f'� rF. '7 /� /.'i!r��iJ,v �%'iv«�i I I II ` V U rr— %Ifi flar c-L� • .- ILI 1 rr�;i.i X�i •�.i.�.r .=J�: of. 6011.E': i} i I j r L'iTV X41 f�.j: Il r ��r r 4. Gy"r2�.7jiprtiG t ,I l tie, r rr . I �I rr �: r rte• +v', -�r�., - i (� � • I I 1 r - _._. - -`-__ - -�_ �- _�'•�- Lam'-- __...._ -.. .. ..._ _..... .�- *'�'-- ^- ^ -. ®�`� f UPPER LEVEL DEMOLITION PLAN. 1/4" = 1' -09' Design Review Staff Approval NORTH VAI L' By Warren Campbell at 1:31 pm, Mar 28, 2013 TOWN RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V . r.l O O . r.l O V a O O rrO� i� � O •� C • �W N d' rl ISSUED FOR: No. Date Remarks A 09 -17 -12 Progress Review B 09 -18 -12 Progress Review C 09 -27 -12 Progress Review D 10 -11 -12 Progress Review E 11 -09 -12 Structural Issue F 12 -06 -12 Progress Review F 12 -12 -12 Pricing Issue H 02/11/13 Issue for DRB PROJECT NO: 12404.00 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Upper Level Demolition Plan SHEET NAME A2,03D SHEET NUMBER V-2 3/4„ II 2 A4.1 I II II 25MM TRANSLUCENT POLYCARBONATE ROOF PANELS 1 A4. NEW ROOF GUTTER AND DOWNSPOUT TO SPLASHBLOCK BELOW NEW SNOWGUARD 14' -0" NEW ROOFING TO MATCH EXISTING ASPHALT SHINGLES F - - - - -- �� - - - - -� —ice `_ -- - �1 - -� I RIDGELINE OF I��EXISTING ROOF I '? 10:12 I 10 :12 I II HIMI 1 \I ,rte r rr 7— �LINE OF NEW ROOF EAVE _ _ -- —. - .- .--- _ -• - -�' - - -� 3 (EXTEND EXISTING ADJACENT i I ROOF PLANES - MATCH 1 4 i EXISTING EAVE /RAKE DETAILS) I ._ _ „_- _ ;__._ ___ _ %�.f G' ��� �� �•�'` • ,—PROPOSED ADDITION ALINE OF EXISTING ROOF I L_LLI"-J _i:::::L_L fi ; ---.� LINE OF EXISTING STRUCTURE I I II I ?' I -- - - - - -- -- - - - - -- + °, II II------- - - - - -- I Zj- i Y + '�.� lc t-�ir'r --• " .y'ii s_ JJJr L'�-� •rte [ �,, .-- •,`�',�•__�_ - -�� _ ' F/,,...,. I `Y i f„ I J i I I I I I _ I I I I I ,, m/ I I I � , �_ -- -+ I -•- ------ �•_..__ -� _-- � ✓+�, /,rLC.`:rFL. I I I I I I I I �_ -____ � I - — � - �• jI - - f I - - -% _ -rte;,= -`� � .� -�` I '� '� ' � `p` r � r .� I _ L -�• Ib . fir: 1u a'�'P..'. rr irk' �t':''�' � � _ � i ' _ '� {, —__ � t` . t I C- _ 1 _ I II I I N- I � I I !'9itWi .0 i ` 7' '` .. \ - -- -- - i'D: - ��_.. _ �il� fL I ` ,may � ,, 'f`�f1i r �•. Lr. �r,F '” i 'S+ l � lrct5�'tir • ftc v r•u .. �r JJ, w C A. . C r 5. � q• '' � rt- U - r / _I °'•br ^%r +'i'_r r=': '-'z rDA- ' � '� ,� I � '°�.a;•rT ^ds.' . .•E f1�.r -r .Gnr�.trr. �r�,, . .gd.. r 7- -� - F MT { `•� ? rC-'. • . �"I., 'G n -- - r - � . -�- �� �^ � ' i'1 ,' L. %!L "��' ✓��' � "`�• -'-__. -- I -- - -r~ . —.._.4 _.- °___.11• -• %J4C•'`�,I c i�.�{:�%.tti_G� � � � 1 i ' I ' I t'� I •�, / '•�Jic:o�'�."�� � - AI! r o d �Kl s:+%'f -°,�_ I :.fG4ri� ";�w,./ _ Tf-r �i -- - - - -- - - -- _ _ _ _ _ _ _ _ Vr i I f S GYrr ^lalpf.� — — — — — — ! 5 A �x C% may' "• `' _ 1 a, } x ca r 40 r - - -- - i + r rft r, I i - -1 -. /f 1 r � J 7 ROOF PLAN 1/4" = 1' -0" rI i _.I Design Review Staff Approval NORTH T �� � C By Warren Campbell at 1:31 pm, Mar 28, 2013 RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V O C .O C 0 V a 0 1�1 O rr0� `I �I • rl � O N ISSUED FOR: No. Date Remarks A 09 -17 -12 Progress Review B 09 -18 -12 Progress Review C 09 -27 -12 Progress Review D 10 -11 -12 Progress Review E 11 -09 -12 Structural Issue F 12 -06 -12 Progress Review G 12 -12 -12 Pricing Issue H 02/11/13 Issue for DRB PROJECT NO: 12404.00 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Roof Plan SHEET NAME A2,04 SHEET NUMBER STORAGE ROOM 101 0 QD 0 3 TO EXISTING INGSKITCHEN I LIGHT FIXTURES 'HALL — - -t _ BAR/ ,. F 206 B `��Pac�r'+�cx RELOCATE SWITCHES tc •x.a `'���- =^t =' 7{? x'x'r' " TO LIGHT FIXTURES B GHT $ Ir .,J+�L:F� v5.•� •vr •'_ ,�qr � , �✓ �il'V! f..f. ' � a I .I�'r �'�tq PF= ilk L:?,P! ^—� •c;. _ I r ti f II f •' .�..- �........... 4— r� IJ 4r, l.i, I:' L.+F• cy ��r/ -r_. r�(-- 'Yawl,.' fG r ti�i �. J � h -` l _ _ - J _' f.- �J LOWER LEVEL LIGHTING PLAN 1/4" = 1' -0" LEGEND BEDROOM 201 1 rt7 r F L A AG E CLOSET qtr. s��r A BATH A145 ri L - aof i , f ,��` -fir, 'l4 �-•._l - - ., CONNECT TO EXISTING HALL LIGHT SWITCH MAIN LEVEL LIGHTING PLAN 1/4" = 1' -0" Y+ r - -- L_ I I I �I �I I L — r� LIGHTING FIXTURE SCHEDULE SURFACE MOUNTED FIXTURE $M MOTION SWITCH LAMP SURFACE MOUNTED COMPACT FLORESCENT FIXTURE QMS MANUAL —ON OCCUPANT SENSOR SWITCH — WALL MOUNTED FIXTURE ## ELECTRONIC KEY PAD (WITH ADDRESS) P WALL MOUNTED FIXTURE W/ MOTION SENSOR AND INTREGRATED PHOTOCONTROLS. — DUPLEX RECEPTACLE 0 RECESSED FIXTURE 0220 220V DUPLEX RECEPTACLE ®O RECESSED COMPACT FLORESCENT FIXTURE oc DUPLEX RECEPTACLE (COUNTER HEIGHT) DO WELL LIGHT ® GARAGE DOOR OPENER RECEPTACLE Do SURFACE MOUNTED FLUORESCENT WRAP GD tt ,�r-r� GFI DUPLEX RECEPTACLE W /GROUND FAULT ® FLUORESCENT STRIP OwP DUPLEX RECEPTACLE WEATHER PROOF OR O DIRECTIONAL ACCENT OR WALL WASH FIXTURE H-2041 —B DOUBLE DUPLEX RECEPTACLE -* OR -0- SURFACE MOUNTED DIRECTIONAL ACCENT OR WALL WASH FIXTURE CEILING SURFACE MOUNT HALF — SWITCHED RECEPTACLE 0— LINEAR LOW VOLTAGE STRIP us SURFACED MOUNTED RECEPTACLE — UNDERCABINET LIGHT (LOW OR LINE VOLTAGE) ® FLOOR RECEPTACLE WALL MOUNTED FIXTURE — — — F TRACK WITH HEADS ® HALF — SWITCHED FLOOR RECEPTACLE Je JUNCTION BOX H3 CLOCK RECEPTACLE Fa JUNCTION BOX FOR FIREPLACE IGNITION (2) EXHAUST FAN ISSUED FOR: SWITCH No. DISPOSAL $3 3 —WAY SWITCH / TELEPHONE OUTLET D DIMMER SWITCH ❑Q TELEVISION OUTLET C CEILING FAN O CAT -5 NETWORK NODE BEDROOM 201 1 rt7 r F L A AG E CLOSET qtr. s��r A BATH A145 ri L - aof i , f ,��` -fir, 'l4 �-•._l - - ., CONNECT TO EXISTING HALL LIGHT SWITCH MAIN LEVEL LIGHTING PLAN 1/4" = 1' -0" Y+ r - -- L_ I I I �I �I I L — r� LIGHTING FIXTURE SCHEDULE MARK DESCRIPTION CATALOG # LAMP NOTES A RECESSED DOWNLIGHT — — — B RECESSED DIRECTIONAL WALLWASH — — — C WALL MOUNTED FIXTURE — — — D RECESSED DOWNLIGHT SEALED UNIT — — WET SHOWER LOCATION E FLUORESCENT CEILING SURFACE MOUNT — — — F UNDER CABINET LIGHTING FIXTURE — LED STRIP — G WALL MOUNTED EXTERIOR FIXTURE H-2041 —B — Color — White H CEILING SURFACE MOUNT — — — J CEILING FAN — — — K WALL MOUNTED FIXTURE — — — F FLUORESCENT CEILING SURFACE MOUNT — — — GENERAL NOTES: 1. ALL CEILING RECESSED FIXTURES TO BE DEEP SET 2. PROVIDE NECESSARY POWER REQUIREMENTS TO ALL APPLIANCES. 3. ALL SWITCH, LIGHT FIXTURE, AND OUTLET LOCATIONS TO BE VERIFIED DURING ELECTRICAL WALKTHROUGH 4. PROVIDE FIRE RATED LIGHTING FIXTURES AT ALL FIRE RATED ASSEMBLIES 5. COORDINATE CODE REQUIRED EGRESS LIGHTING PER CODE -- - - - - -- -------------- - - - --I I I I it I I J I J I I l I_'�� I BEDROOM - - - -_ ~° I ATTIC ORAGE 304 I I r GE ■ ■ I` 30 A I , A F BATH —.� E 1 302 A A A — ° c a 4 II .Y4 � •�� �.i , I A f .0 ' : J � I� � 1 4 • � "i:..:�:,',"ZIFj ^ •�!G'.l s. { �c 1 I � �.�" jr ti G,s tom,. r,�� � � E: . � ,•- .i I • . 5 UPPER LEVEL LIGHTING PLAN 1/4" = 1' -0" Design Review Staff Approval ���� By Warren Campbell at 1 :31 pm, Mar 28, 2013 TOWN NORTH RMT tYl PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 f � V UPPER LEVEL LIGHTING PLAN 1/4" = 1' -0" Design Review Staff Approval ���� By Warren Campbell at 1 :31 pm, Mar 28, 2013 TOWN NORTH RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V 0 I� Q\ r� 0 .O V G O a O G� _O O V �.r � V O N ISSUED FOR: No. Date Remarks A 09 -17 -12 Progress Review B 09 -18 -12 Progress Review C 09 -27 -12 Progress Review D 10 -11 -12 Progress Review E 11 -09 -12 Structural Issue F 12 -06 -12 Progress Review G 12 -12 -12 Pricing Issue H 02/11/13 Issue for ORB PROJECT NO: 12404.00 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Lighting / Switching Plans SHEET NAME A2,05 SHEET NUMBER . -. _ .. _._ _._ �..- ____�� .1�._ •__ -_�_._ 111 - - -- I MATCH EXISTING SIDING, TRIM AND COLORS EMU NEW TRELLISED ROOF ELEMENT OVER EXISTING WOOD DECK 2X6 FASCIA 4X8 ROOF JOISTS 6X8 BEAM NEW 6X6 POSTS NEW RAILING SYSTEM: 4X4 TOP AND BOTTOM RAIL 1/2" WROUGHT IRON PICKETS AT 4" O.C. W/ 1/8" X 3/4" FRAME 12 'N10 - - - • - - !I --- -- -.. ��� ..� III _. �� 1 Il 14 c 44 N am' — MATCH EXISTING — Real stone veneer will be utilized u WINDOW SCHEDULE MARK TYPE UNIT WIDTH UNIT HEIGHT REMARKS A CASEMENT 2' -6" 4' -6" www.RMTarchitects.com B CASEMENT 2' -6" 4' -6" V C FIXED 2' -6" 4' -6" TRAPEZOID D FIXED 2' -6" 2' -1" TRAPEZOID E FIXED 2' -6" 2' -1" TRAPEZOID F FIXED 2' -6" 4' -6" TRAPEZOID G CASEMENT 2' -6" 3' -6" C H DOOR 8' -0" 6' -8" SLIDING GLASS DOORS GENERAL NOTES: SEE EXTERIOR ELEVATIONS FOR HANDINGS, OPERATIONS, AND DIVIDED —LITE PATTERNS. wows% _ -- ` s I 4 t NEW TRELLISED ROOF ELEMENT OVER EXISTING WOOD DECK T.O. SUBFLOOR (EXISTING), 10 8128.20' USGS I-011 >NEW SYST TOM RAIL, 0 T IRON TS / 1/8" X 3/4 ME — T.O. SUBFLOOR (EXISTING), = 10 0 8119.20' USGS —7PROPOSED GRADE — _ Railing will match — existing railings on EXISTING GRADE the structure. SOUTH ELEVATION, i" �!` f III l' a �. -- 7 - — —_ '`,.,rte. - . f •. 1 _ 7 y ti x I j �' NJ 1L G, ire � •h. �, - -- �- - �•I r __ - I i �- _�' � ��4:r� _ _ f l r __ . ;•- -- �E - 9 _ � .�_.,. .... - .- .�_ _. rte' �� `.:f �, �,_ 1• � _~�.,'• ' ^—IC fit, L�14P.. I i ti t - �' T.O. SUBFLOOR EXISTINGIr, 109'-0 T .._ _� _. ._..___• -� - - -- - �� -' - -' - -- _ _�.. ..------ •--- �- ' - - -.. .. __. - - - - - -- ... -' - -' -' �---- � - - -�_ .._ - -- .- '. -. ... �__ - - -- _ - - as - - - -- jII r' - r. x I � �I 's 1 I Ir I I of - 4 I I _ ' I _ I •i l I �I - I � = I 1 I 1 I - r I - . - - r _ I I I. r - T.O. SLAB (EXISTING), 91'-0' 8110.20' USGS R ON EXISTING CONC. DECK PIERS TO MATCH EXISTING EXISTING GRADE PROPOSED GRADE I �� - ! ,�r,_'L.r�w� -I "' — �r'�'� - -et ' "� r��� r} f': —..- -- _ _ —r.-a r•' - F I• lr it �:� LE l - -� �1 f (�..- ti�- :•- •L__..� �I� _ e a � ?' �j �. r i -,I� �� � rti .I• - - -� I s ' . i Ll I ,.• . •; - 1I I _ d _.•E f�a-cl li I I 1 S i I .,t f _ Ir -] f:, - ,II _ i t' i t I EEELLL----- -- _...iii ['•_11 .i -`i � I -.- _ t I F .i t =a ` Y �. - i di I• -- r i ' 1 Design Review Staff Approval TOWN OF VAI L By Warren Campbell at 1:31 pm, Mar 28, 2013 NORTH ELEVATION, 1 /4tt = 1 t— 09) 8110.20' USGS RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V d .I..I C T/� 0 C O .I..I C V O a C O �•I O rrO�� �I .ry `jl•d i� O U 0 • � • WO e�e � I••1 N �O d- ISSUED FOR: No. Date Remarks 11 -09 -12 Structural Issue F 12 -06 -12 Progress Review G 12 -12 -12 Pricing Issue H 02/11/13 Issue for DRB wing PROJECT NO: 12404.00 R ON EXISTING CONC. DECK PIERS TO MATCH EXISTING EXISTING GRADE PROPOSED GRADE I �� - ! ,�r,_'L.r�w� -I "' — �r'�'� - -et ' "� r��� r} f': —..- -- _ _ —r.-a r•' - F I• lr it �:� LE l - -� �1 f (�..- ti�- :•- •L__..� �I� _ e a � ?' �j �. r i -,I� �� � rti .I• - - -� I s ' . i Ll I ,.• . •; - 1I I _ d _.•E f�a-cl li I I 1 S i I .,t f _ Ir -] f:, - ,II _ i t' i t I EEELLL----- -- _...iii ['•_11 .i -`i � I -.- _ t I F .i t =a ` Y �. - i di I• -- r i ' 1 Design Review Staff Approval TOWN OF VAI L By Warren Campbell at 1:31 pm, Mar 28, 2013 NORTH ELEVATION, 1 /4tt = 1 t— 09) 8110.20' USGS RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V d .I..I C T/� 0 C O .I..I C V O a C O �•I O rrO�� �I .ry `jl•d i� O U 0 • � • WO e�e � I••1 N �O d- ISSUED FOR: No. Date Remarks r- 11 -09 -12 Structural Issue F 12 -06 -12 Progress Review G 12 -12 -12 Pricing Issue H 02/11/13 Issue for DRB PROJECT NO: 12404.00 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Elevations SHEET NAME A3,01 SHEET NUMBER WINDOW SCHEDULE MARK TYPE UNIT WIDTH UNIT HEIGHT REMARKS A CASEMENT 2' -6" 4' -6" www.RMTarchitects.com B CASEMENT 2' -6" 4' -6" V C FIXED 2' -6" 4' -6" TRAPEZOID D FIXED 2' -6" 2' -1" TRAPEZOID E FIXED 2' -6" 2' -1" TRAPEZOID F FIXED 2' -6" 4' -6" TRAPEZOID G CASEMENT 2' -6" 3' -6" C H DOOR 8' -0" 1 6' -8" SLIDING GLASS DOORS GENERAL NOTES: SEE EXTERIOR ELEVATIONS FOR HANDINGS, OPERATIONS, AND DIVIDED -LITE PATTERNS. NEW ROOFING TO MATCH EXISTING ASPHALT SHINGLES NEW SIDING, TRIM AND COLORS TO MATCH EXISTING 0 I i0 MATCH EXISTING I C PROPOSED ADDITION IN In F F7—E]L77 NEW STONE SLAB STEPS LINE OF EXISTING STRUCTURE Tk • - E _ ' - NEW TRELLISED ROOF ELEMENT -" OVER EXISTI G WOOD DECK -- -,_ 25 MM TRANSLUCENT POLYCARBON kTE ROOF PANELS 2X6 FASCIA t 1 �J, 1 7 '.' a' NF OISTS - -' - _.. P STS N SYSTEM: D BO RAIL, L S, HT I PICKETS . / 1/8" 4" FRAM - — _ EXISTING ONCRETE PIERS -- VENEER - MATCH EXISTING i i i EXISTING GRADE PROPOSED GRADE EAST ELEVATION. LINE OF EXISTING PROPOSED ADDITION STRUCTURE i 0 -- - - - -L-------------------- NEW ROOFING TO MATCH EXISTING ASPHALT SHINGLES 0 I N T.O. SUBFLOOR (EXISTIN( 109,_0 8128.20' USGS T.O. SUBFLOOR (EXISTIN( 100'_0 8119.20' USGS T.O. SLAB (EXISTING)O, 911-01".r 8110.20' USGS =NEW -SIDNG_ -M�eND COLORS � T.O. SUBFLOOR (EXISTIN( TO MATCH EXISTING 109,_0 8128.20' USGS EXISTING GRADE C T.O. SUBFLOOR (EXISTING, 10 0" 8119.20' USGS LINE OF EXISTING VENEER - MATCH EXISTING PROPOSED GRADE STRUCTURE — — — — — — — — — — — — — — — — T.O. SLAB (EXISTING 91'_0 8110.20' USGS Design Review Staff Approval i By Warren Campbell at 1:36 pm, Mar 28, 2013 RMT I I F Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com f V NEW ROOFING TO MATCH EXISTING ASPHALT SHINGLES 0 I N T.O. SUBFLOOR (EXISTIN( 109,_0 8128.20' USGS T.O. SUBFLOOR (EXISTIN( 100'_0 8119.20' USGS T.O. SLAB (EXISTING)O, 911-01".r 8110.20' USGS =NEW -SIDNG_ -M�eND COLORS � T.O. SUBFLOOR (EXISTIN( TO MATCH EXISTING 109,_0 8128.20' USGS EXISTING GRADE C T.O. SUBFLOOR (EXISTING, 10 0" 8119.20' USGS LINE OF EXISTING VENEER - MATCH EXISTING PROPOSED GRADE STRUCTURE — — — — — — — — — — — — — — — — T.O. SLAB (EXISTING 91'_0 8110.20' USGS Design Review Staff Approval i By Warren Campbell at 1:36 pm, Mar 28, 2013 RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V O C O C O V a O O U � 0 •� C N d' rl ISSUED FOR: No. Date Remarks E 11 -09 -12 Structural Issue F 12 -06 -12 Progress Review G 12 -12 -12 Pricing Issue H 1 02/11/13 Issue for DRB PROJECT NO: 12404.00 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Elevations SHEET NAME A3,02 SHEET NUMBER NEW TRELLISED ROOF ELEMENT OVER EXISTING WOOD DECK 25MM TRANSLUCENT POLYCARBONATE ROOF PANELS RIPPED 2X6 FASCIA _ 1 4X8 ROOF JOISTS @ 24" O.C./ 6X8 BEAM) NEW 6X6 POSTS EW RAILING SYST 4X4 TOP BO AIL, 6 t EL POSTS, 1/2" GHT IRO KETS AT C. IN 1/8" X 3/4" FR NEW WOOD DECKING 2X4 TRIM EXISTING RIM JOIST EXISTING 2X10 DECK JOISTS EXISTING CONCRETE PIER 0 I ro FLASHING r E #- I -1 .. _,.a- I .� ijj I � j p� .. — — - � � • - - -� - �lrr :. �`:;��� - _ — _ � � .- �j..8�fsfl�i. �'-� -- . - I i —. __ . _ __ ''' ._.: , �. : • •r : -- - ,twit � -. - � -- � � __ �• � r .. - .. rr - -' I 3e # - -, �� - _...... -. _..__ - -i - / - - - �. V,2.ti f�+ �•�; / Z,'O' �. Fes... .0� I •� �:', "1 '' -, + l7 f ' e 12 ` rr 1 _ _ - ,'mil - .:; _ � _ •'` _ .4�:.:.. _ - - .. }! � �.f '• — �� - �i I'- '- -� -r. ''f •,tit 1 o f _ -, ' I . Gr�r° .Sf /�l1 r 1 -••- -- � - - I Y F j � .--•� .; T.O. SUBFLOOR EXISTINGij, 109 -0 - .. .4 .. ..-•_ .. r r_ -' -_ _ .. -_ - -• - .:..� :.:_,_ -._ -- - -- - �: Wit= — - -- - -- - ° :�'. . -•� -. �- .� 8128.20' USGS _y , 1� 1 j- _ - - -- ,• 5 - -- _ 1, j��t � l; - - I -- I :j Y _ I ,I ,. J i YY 4 'L - - p •I _, r 1 i 2 Tc I •••. f. 4' 1 d I- r � � • .� II �� T I� I" _ I• _ �rrp, 1 k — — —. — T.O. 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SLAB (EXIST11\ .m» — 9�� t 8110.20' USGS Y BUILDING SECTION — PARTIAL 2 1 /4" = ,-o,, Design Review Staff Approval TOWN OF VA I L By Warren Campbell at 1:36 pm, Mar 28, 2013 BUILDING SECTION, I I 3 RMT 4 r i PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 , 1� 1 j- _ - - -- ,• 5 - -- _ 1, j��t � l; - - I -- I :j Y _ I ,I ,. J i YY 4 'L - - p •I _, r 1 i 2 Tc I •••. f. 4' 1 d I- r � � • .� II �� T I� I" _ I• _ �rrp, 1 k — — —. — T.O. SUBFLOOR EXISTINGi�, - - I - 1 ; - ---• , T - _ 100 0 3 i - - .I �- 8119.20' USGS may, -..:.. I ' - 1, - ., i 'L 1.. •�l t i' t ' _ 5 ?_.1 �a 'J—' .4r r_£i�/ _ '% -- � JJti� 7 i - '. i ii 1.,r '.. —. -s ,. ••� E-1� .. .r` r -_ f• - _ •I �_ ! _ � .Sri_, - ._. '!� ti. � S-.... I �� �r ��.�: - iii �•�'f- � _ _ _ __,�._ e • 1•� I- •� I: itr I: � , r �-' - -'w-K iL� i •- - -. '�• 1 iLr 11 I `�r r4 _ - _ j Y I tE rlr ,r i, ' t- 1,i l +y '• .� ! 1- -"'4 A i''._ ' -y 1 - '-1 .1 .: - - _ I i•' I' I ` �.'I` -4_ I' .l -! 7. E i }� � [ la _ T_ , I I _ � I f f' ... y_ I V i .-j :r' - - - r,�� 1 5 i • I Y '.I ,� I • h � - � -. �t i °•I I 1 1 r. 'I _ I� _ _ I11 I _ - r - .. sE • - T -0. SLAB (EXIST11\ .m» — 9�� t 8110.20' USGS Y BUILDING SECTION — PARTIAL 2 1 /4" = ,-o,, Design Review Staff Approval TOWN OF VA I L By Warren Campbell at 1:36 pm, Mar 28, 2013 BUILDING SECTION, I I 3 RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V rl O .O 7 V O a O O O V O � V O N ISSUED FOR: No. Date Remarks E 11 -09 -12 Structural Issue F 12 -06 -12 Progress Review G 12 -12 -12 Pricing Issue H 02/11/13 Issue for DRB PROJECT NO: 12404.00 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Building Sections SHEET NAME A4,01 SHEET NUMBER DESIGN CRITERIA: KirkDatrick Addition JOB 4: 1212 -01 Roof Live Load (Snow) -------------------------- - - - - -- 80/100 psf Roof Dead Load ------------------------------ - - - - -- 15 psf Floor Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 psf Floor Dead Load ------------------------------ - - - - -- 15 psf Deck Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 100 psf Deck Dead Load ------------------------------ - - - - -- 10 psf Wind (3 Second Gust) -------------------------- - - - - -- 90 mph (Exp. B) Seismic Design Category - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXEMPT IBC /IRC Edition ------------------------------ - - - - -- 2009 SPECIAL INSPECTIONS: BLOCKING a. Special Inspections shall be provided according to Section 1704.1 and the statement of special inspections as required by the Town of Vail. 6. Sole plate to joist or blocking b. Continuous Inspection shall be performed for field welding (except single -pass fillet welds less than 5 /6 "), and anchor bolts where indicated on the foundation plan. c. Periodic inspection of steel construction elements shall include material verification in accordance with these drawings, manufacturer's certificate of compliance, snug -tight bolted joints, Y4" and smaller welds, reinforcing steel, and anchors installed in hardened concrete. d. The structural engineer does not provide special inspections. Periodic observations of construction by the structural engineer are not to be considered special inspections. FOUNDATION DESIGN: a. Design of individual and continuous footings is based on a maximum allowable bearing pressure of 1200 psf (dead load plus full live load). b. Foundation and retaining walls have been designed using a lateral pressure of 55 pcf. C. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per the recommendations of the geotechnical engineer, below frost depth. d. This foundation has been designed according to the design recommendations set forth in geotechnical report 112 301A by Hepworth - Pawlak Geotechnical. The contractor shall follow the construction requirements from this same report. e. Provide continuous foundation drains around the perimeter of all basement walls and at the base of retaining walls. Contact geotechnical engineer for details. f. A representative of the geotechnical engineer shall verify soils conditions and types during excavation. Report any discrepancies from original findings to structural engineer for re- evaluation of foundation design. g. Backfill around and above structural buttresses and retaining walls shall be compaction- tested per the recommendations of the geotechnical engineer. h. Do not backfill against retaining walls until supporting elements (such as floor framing) are in place and securely anchored, or adequate shoring is installed. Concurrent backfilling of each side of a free - standing retaining wall to final grades as indicated on plan or section is required unless temporary shoring is installed. i. Verify type of fill with soils engineer and structural engineer prior to backfilling. REINFORCED CONCRETE: a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI 318) as adopted by Chapter 19 of the 2009 IBC. b. Structural concrete shall have a minimum 28 -day compressive strength of 3000 psi. C. Concrete shall be proportioned using Type 1 -11 sulfate- resistant cement. Admixtures containing chloride salts shall not be used. d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of Concrete Practice. e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. f. Expansion bolts and epoxy anchors shall be located at a minimum of 6 bolt diameters from concrete edge and spaced at a minimum of 10 bolt diameters unless noted otherwise. g. Anchor bolts for wood sill plates shall be placed at 4' -0" maximum spacing with one anchor bolt at 12" from each end or corner and a minimum of two anchor bolts per piece. h. Concrete floor slabs on grade and on metal decking or plywood supported by framing shall have sawn or tooled control joints at a maximum spacing of 10' -0" in each direction. Locate control joints along column grid lines where possible and provide slab isolation joints around columns. i. Concrete coverage for reinforcing steel: 1. Concrete cast against and permanently exposed to earth: 3" 2. Concrete exposed to earth or weather: A. #5 bar and smaller 1 1/2" B. #6 through #18 bar 2" 3. Concrete not exposed to weather or in contact with ground: A. Slabs, walls, joists ( #11 bar and smaller) 3/4" B. Beams, columns 1 1/2" REINFORCING STEEL: a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note on plan, or bars to be welded, which shall be grade 40. C. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless specifically approved by engineer. d. At corners, make horizontal bars continuous or provide corner bars. Around openings and steps in concrete, provide (2) - #5 bars extending 2' -6" beyond edge of opening or step. e. Extend reinforcing steel a minimum of 2' -6" through cold joints. Unless specifically located on plan or details, coordinate cold joint locations with engineer. f. Welded wire fabric shall conform to ASTM Specification A -185. Lap welded wire fabric a minimum of one full mesh plus two inches. Laps shall be wired together. g. Epoxy adhesive for reinforcing dowels shall be " Hilti" or "Simpson" or approved equivalent adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall be according to the manufacturer's specifications. h. Metric bar size conversion table: METRIC #10 #13 #16 #19 #22 #25 #29 #32 #36 INCH -POUND #3 #4 #5 #6 #7 #8 #9 #10 #11 STRUCTURAL WOOD FRAMING: a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir -Larch #2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas Fir -Larch #2. b. Studs shall be Stud grade and better Douglas Fir -Larch or Hem Fir. C. Built -up posts shall consist of Douglas Fir -Larch or Hem Fir #2 or better 2x4 or 2x6 studs per plan and shall be nailed together with 2 rows of 16d nails @ 6" on center along each stud. d. Built -up beams consisting of multiple 2x members shall be nailed together with two rows of 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru -bolts spaced at 24" on center. e. Top and bottom plates shall be Douglas Fir -Larch or Hem Fir #2 and better. Plates placed directly on concrete walls or slabs shall be pressure- treated Hem Fir #2. f. Beneath solid or built -up columns noted on plans, blocking of area equivalent to column above shall be provided within floor joist spaces and in wall spaces below. Door or window trimmers consisting of a single stud do not require special blocking in the joist space. g. Except as noted otherwise, minimum nailing shall be provided as specified in the "Fastening Schedule" on the drawings (2009 IBC Table 2304.9.1). h. Bolts used for wood framing connections shall be installed with standard washers and nuts. i. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company shall be used to join rafters, joists or beams to other beams at flush- framed conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type U or Type HU hangers of a size specifically designed for the member supported, as shown in the manufacturer's published tables. Contact structural engineer for details as required. j. Wood nailer plates installed on steel beams or concrete walls for top - flange hangers shall be ripped to match the width of the wall or beam flange. Nailer plates supporting top flange hangers from one side only shall be installed flush with the face of wall or beam flange at the hanger locations. k. Laminated veneer lumber (LVL) shall have the following minimum properties: 1. Flexural stress --------------------- - - - - -- 2600 psi 2. Modulus of elasticity ----------------- - - - - -- 1,900,000 psi 3. Tension parallel to grain --------------- - - - - -- 1850 psi 4. Compression parallel to grain ----------- - - - - -- 2310 psi 5. Compression perpendicular to grain (parallel to glue line) 750 psi 6. Horizontal shear - - - - - - - - - - - - - - - - - - - - - - - - - 285 psi 7. Connection of multiple- member beams: A. Top - loaded beams i) For members 12" deep or less, nail each member to the next with 2 rows of 16d nails at 12" o.c. ii) For members greater than 12" deep, nail each member to the next with 3 rows of 16d nails at 12" o.c. B. Side - loaded beams i) For two or three member beams, nail each member to the next with 3 rows of 16d nails at 12" o.c. ii) For four member beams, bolt through with 2 rows of 1/2" diameter bolts at 12" o.c. iii) For members consisting of more than four members, contact structural engineer. p. All lumber used in construction shall have a maximum moisture content of 19%. q. Unless made of treated or naturally decay- resistant wood, all deck beams and joists (including glue -lams) wider than 11/" shall be sealed and flashed at the top surface per architect. r. Drive pins specified on plan shall be powder actuated fasteners by Ramset, Powers, Hilti, or approved equivalent. Fastener and load size shall be determined according to manufacturers recommendations for materials being attached. S. Framing Notes: 1. Exterior walls: A. All exterior walls are 2x6 studs @ 16" o.c. to a maximum height of 12' -6 ", 2x6 studs @ 12" o.c. to a maximum height of 14' -6 ", and (2) -2x6 studs @ 16" to a maximum height of 17' -4" unless otherwise noted. Walls taller than 17' -4" shall be framed with manufactured laminated studs. Contact engineer for spacing requirements, if not indicated on plan. Cap with a double top plate installed to provide overlapping at corners and at intersections with other partitions. If overlap is not possible, strap top plates with metal strap ties (Simpson ST292 or equivalent). B. Gable -end walls shall be balloon- framed to the bottom of rafters or end -wall trusses unless approved by engineer. C. Floor or roof framing members must be aligned to bear within 5 inches of the studs beneath. D. Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 32/16, exposure 1, at exterior face of exterior walls. Block all horizontal joints and nail panels with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. E. Provide (3) -2x10 headers over all door and window openings, with one 2x6 trimmer and one 2x6 king stud each end, unless otherwise indicated. F. At beam bearing locations in stud walls, provide multiple -stud posts equal to width of bearing member unless noted otherwise. 2. Floor Construction: A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, exposure 1. Glue and nail panels to all supports with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. Install sheathing with long dimension perpendicular to joists and end joints staggered. B. Provide solid blocking between floor joists at all bearing locations. Blocking material shall match the floor joist material. 3. Roof Construction: A. Provide 5/8" thick APA plywood sheathing rated 40/20, exposure 1. Install sheathing with long dimension perpendicular to rafters or trusses and end joints staggered. Nail with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. B. Plywood sheathing shall be applied continuously over the primary roof members (rafters or trusses) below overframed areas to provide adequate lateral stability. C. Provide wind /seismic anchors at supports for all roof joists and trussed rafters. See nailing schedule. D. Provide solid blocking between roof rafters, trusses and lookouts at all bearing locations. Blocking material shall match rafter, truss chord, or lookout material. 4. Wind Bracing: A. Walls over 4 feet long which are sheathed with gypsum wallboard on both faces and are indicated as shear walls on plan have been designed to resist wind forces in accordance with Table 2306.7 of the 2009 IBC. B. At shear walls, screw 1/2" gypsum wallboard to all studs and to top and bottom plates with #8 x 1 1/8" drywall screws at 7" maximum spacing. C. Exterior plywood or OSB wall sheathing is required unless specifically deleted by engineer. STRUCTURAL STEEL: a. Structural steel shall be detailed, fabricated and erected in accordance with the most current editions of AISC Specifications and Code of Standard Practice. b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and angles shall be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade B. C. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4" diameter unless noted otherwise. d. Typical framed beam connections shall consist of pairs of 1/4" angles using the maximum number of bolts called for in Table II -A of the AISC Manual (ASD Ninth Edition). e. All welding shall be done by an AWS qualified welder. f. Delay painting within 3" of field welds until welds are completed. g. Where corrosive soil conditions exist, steel angles that are used to support exterior stone veneer shall be galvanized and shall be attached to the foundation with galvanized or stainless steel expansion anchors. h. All grout beneath column base plates and steel beams at bearing shall be non - shrink, non - metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. GENERAL REQUIREMENTS: a. Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultation (not in contract) as required. b. Shop drawings: Submit shop and erection drawings for structural steel. This review is for general compliance with the intent of the structural design. The architect and /or contractor are responsible for checking quantities, dimensions and coordination with other trades. C. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. d. Construction practices: General contractor is responsible for means, methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate requirements for mechanical /electrical /plumbing penetrations through structural elements with structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall be in accordance with the latest editions of the IBC /IRC. e. Details not specifically shown on the drawings shall be constructed in a manner similar to the details that are shown for like conditions. These items shall be brought to the attention of the structural engineer as soon as possible for approval. Approval shall be obtained prior to installation. f. All waterproofing and flashing is the responsibility of the architect and contractor. g. It is the responsibility of the contractor to contact the structural engineer at the appropriate time to perform site observation visits. Observation visits to the jobsite by the engineer are for determination of general conformance with the construction documents and shall not be construed as inspection. h. Though every effort is made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted. i. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, framing, foundation and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor. 2009 IBC FASTENING SCHEDULE* *THIS IS A PARTIAL SCHEDULE. SEE IBC TABLE 2304.9.1 FOR FULL SCHEDULE CONNECTION FASTENING a, b A.F.G. 1. Joist to sill or girder 3 - 8d common toenail ANCH. 3 - 3" x 0.131" nail APPROX. APPROXIMATELY 3 - 3" 14 gage staple ARCHITECT 2. Bridging to joist 2 - 8d common toenail each end BUILDING 2 - 3" x 0.131" nail BLOCKING BM. 2 - 3" 14 gage staple BOT. 6. Sole plate to joist or blocking 16d at 16" o.c. typical face nail BRG. 3" x 0.131" nail at 8" o.c. CANT. CANTILEVER 3" 14 gage staple at 12" o.c. CONTROL JOINT Sole plate to joist or blocking at braced 3 - 16d per 16" braced wall panels wall panel (4) -3" x 0.131" nail per 16" CEILING (4) -3" 14 gage staple per 16" CLR. 7. Top plate to stud 2 - 16d common end nail CONC. 3 - 3" x 0.131" nail CONN. CONNECTION 3 - 3" 14 gage staple CONTINUOUS 8. Stud to sole plate 4 - 8d common toenail CRIPPLE POST 4 - 3" x 0.131" nail CRIPPLE WALL DBL. 3 - 3" 14 gage staple DET. DETAIL 2 - 16d common end nail DWL. 3 - 3" x 0.131" nail DWG. DRAWING 3 - 3" 14 gage staple EACH 9. Double Studs 16d at 24" o.c. face nail ELEVATION 3" x 0.131" nail at 8" o.c. ENGINEER EQUIP. 3" 14 gage staple at 8" o.c. EQUIV. 10. Double top plates 16d at 16" o.c. typical face nail (E) 3" x 0.131" nail at 12" o.c. EXP. EXPANSION 3" 14 gage staple at 12" o.c. EXTERIOR Double top plates 8 - 16d common lap splice FOUNDATION 12 -3 "x0.131 "nail FLOOR FRMG. 12 - 3" 14 gage staple typical face nail FTG. 11. Blocking between joist or rafters 3 - 8d common toenail to top plate 3 - 3" x 0.131" nail GEN. GENERAL 3 - 3" 14 gage staple GLUE -LAM 12. Rim joist to top plate 8d at 6" (152mm) o.c. toenail HEADER 3" x 0.131" nail at 6" o.c. HORIZONTAL HSS 3" 14 gage staple at 6" o.c. HT. 13. Top plates, laps and intersections 2 - 16d common face nail INV. 3 - 3" x 0.131" nail JST. JOIST 3 - 3" 14 gage staple KING STUD 14. Continuous header, two pieces 16d common 16" o.c. along edge 16. Continuous header to stud 4 - 8d common toenail 19. Rafter to plate 3 - 8d common toenail (See Section 2308.10.1, Table 2308.10.1) 3 - 3" x 0.131" nail 3 - 3" 14 gage staple 23. Built -up corner studs 16d common 24" o.c. 3" x 0.131" nail 16" o.c. 3" 14 gage staple 16" o.c. 29. Joist to band joist 3 - 16d common face nail 5 - 3" x 0.131" nail 5 - 3" 14 gage staple NOTES: For Sk 1 inch = 25.4mm. 2 3/8" x 0.113" nails and 3" x 0.131" nails are standard 8d and 10d Gun nails. a. Common or box nails are permitted to be used except where otherwise stated. b. Staples shall have a minimum crown width of 7/16 inch. " '1 EQ. EQ. SOLID BLKG. BTWN. LOOKOUTS @ BRG., TYP. (3) -10d NAILS INTO EA. LOOKOUT, TYP. DA 2x8 STRUCTURAL SUB - FASCIA, TYP. 2x8 LOOKOUTS @---I 24" O.C., TYP. 2x12 RAFTERS PER PLAN 2x6 STUDS @ 16" W/ DRYWALL Y2" PLYWD. OR OSB NAILER SHEATHING SCALE: 3/4" = 1' -0" ABBREVIATION A. B. ANCHOR BOLT A.F.F. ABOVE FINISHED FLOOR A.F.G. ABOVE FINISHED GRADE ADJ. ADJUSTABLE ANCH. ANCHOR APPROX. APPROXIMATELY ARCH. ARCHITECT BD. BOARD BLDG. BUILDING BLKG. BLOCKING BM. BEAM BOT. BOTTOM B.O.W. BOTTOM OF WALL BRG. BEARING CANT. CANTILEVER C. J. CONTROL JOINT CMU CONCRETE MASONRY UNIT CEM. CEMENT CLG. CEILING CENTERLINE CLR. CLEARANCE COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONT. CONTINUOUS CONST. CONSTRUCTION C. P. CRIPPLE POST C.W. CRIPPLE WALL DBL. DOUBLE DET. DETAIL DIAG. DIAGONAL DWL. DOWEL DWG. DRAWING EA. EACH E. J. EXPANSION JOINT ELEV. ELEVATION ENG. ENGINEER EQUIP. EQUIPMENT EQUIV. EQUIVALENT EXSTG. EXISTING (E) EXISTING EXP. EXPANSION EXT. EXTERIOR F. D. FLOOR DRAIN FDTN. FOUNDATION FLR. FLOOR FRMG. FRAMING FTG. FOOTING GA. GAUGE GALV. GALVANIZED GEN. GENERAL G. L. GLUE -LAM GYP. GYPSUM /GYPCRETE HDR. HEADER HORIZ. HORIZONTAL HSS HOLLOW STEEL SECTION HT. HEIGHT INT. INTERIOR INV. INVERTED JST. JOIST K KING STUD 2x BLKG. BTWN. RAFTERS @ BRG., TYP. CONT. 2x8 STRUCTURAL SUB - FASCIA, SEE PLAN (3) -10d NAILS @ EA. RAFTER, TYP. 2x6 STUDS @ 16" W/ Y2" PLYWD. OR OSB SHEATHING X Q I 0 TYP: ■021 LAM. LLH LLV LONGIT. LTWT. LVL LSL MAX. MECH. MAT'L MANUF. MIN. (N) NOM. N. W. 0. C. OPNG. OSB R PLYWD. PKT. R. 0. RAD. REF. REINF. REQ'D RET. REV. R. S. SCHED. SECT. SH T. SIM. S.I.P. SPEC. SQ. STD. STL. STRUCT. T &B T &G T. 0. T. 0. C. T. 0. F. T. 0. L. T.O.M. T. 0. W. THRU TRANSV. TRTD. TS TYP. U.N.O. VERT. V. 1. F. W. F. W. P. W. W. F. WD. W/ W/0 LAMINATED LONG LEG HORIZONTAL LONG LEG VERTICAL LONGITUDINAL LIGHTWEIGHT LAMINATED VENEER LUMBER LAMINATED STRAND RIM MATERIAL MAXIMUM MECHANICAL MATERIAL MANUFACTURER MINIMUM NEW NOMINAL NORMAL WEIGHT ON CENTER OPENING ORIENTED STRAND BOARD PLATE PLYWOOD POCKET ROUGH OPENING RADIUS REFERENCE REINFORCE /REINFORCEMENT REQUIRED RETAINING REVISION ROUGH SAWN SCHEDULE SECTION SHEET SIMILAR STRUCTURAL INSULATED PANEL SPECIFICATION SQUARE STANDARD STEEL STRUCTURAL TOP & BOTTOM TONGUE & GROOVE TOP OF TOP OF CONCRETE TOP OF FOOTING TOP OF LEDGE TOP OF MASONRY TOP OF WALL THROUGH TRANSVERSE TREATED TUBE STEEL COLUMN TYPICAL UNLESS NOTED OTHERWISE VERTICAL VERIFY IN FIELD WIDE FLANGE WATERPROOF WELDED WIRE FABRIC WOOD WITH WITHOUT 2x12 RAFTERS PER PLAN 8127' -6 T.O. PLYWD. -2x12 FLOOR JOISTS PER PLAN -2x BLKG. PANELS @ 24" IN FIRST JOIST SPACE W/ (4) -8d NAILS INTO EA. PANEL, TYP. SCALE: 3V' = 1' -0" TYPICAL PLUMBING /MECHANICAL HEADER PROVIDE A MINIMUM OF ONE KING STUD, OR AS SPECIFIED ON PLAN TYPICAL WINDOW /DOOR HEADER Design Review S1 Staff Approval TOWN � By Warren Campbell at 1:37 pm, Mar 28, 2013 I -JOIST OR LVL HEADER TO MATCH DEPTH OF FLOOR JOISTS SCALE: 3/4" = 1' -0" SEE FRAMING PLANS FOR HEADER SIZE POSTS SPECIFIED ON PLAN INDICATE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS Q(-Al C-. 7 1/1" - 1' -n" 6X6 2 S4 4 ��Q 6 S4 U DO TYP. °_ X EQ TYP. 2x10 LEDGER W/ (3)— LEDGERLOK SCREWS @ 16" O.0 DO TYP, - -- --- - - - - -- ---- - - - - -- - - -- I I CO L,3) 13/4x9Y2 LVL +Cc (E)(4) -2x10 DROPPED +�O CONT. (2)- 13/4x11Y4 LVL (1 EA. SIDE) OR (4)- 13/4x9Y2 LVL (2 EA. SIDE) ............ ...... SISTERED TO EXSTG. BEAMS W/ % "0 _ ------ THRU BOLTS @ 16" O.C. (STAGGERED) 8118' -6� T.O. E— PLYWD. CONT. (2)- 13/4x11Y4 LVL (1 EA SIDE) OR (4)- 13/4x9Y2 LVL (2 EA. SIDE) SISTERED TO EXSTG. BEAMS / 3/4 "0 THRU —BOLTS @ 16" O.C. (STAGGERED)_Y (E)=j4) 2x10 (DROPPED) — ..L.,..I u. F X c� (E)(4) -2x10 n - - -- (DROPPED x ....L,. I I (E)(4) -2x10 � DROPPED)_ � r IF I r — —I- 1I I I �L I EX TG. I 2x1 's 16 ' 0. 1., T P. ----------- - - - -�I NORTH MAIN FLOOR FRAMING PLAN SCALE: v >- - , -:r PLAN NOTES FOR NEW FRAMING: 1. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED:O EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED:e_ NON— CONTINUOUS POSTS FROM ABOVE ARE INDICATED: N 2. ALL POSTS ARE LABELED AT THE TOP. 3. NEW FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. 4. NEW WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 5. "O" INDICATES CONNECTION TYPE — REF. S2 FOR SCHEDULE. 6. (E) REFERS TO EXISTING CONSTRUCTION (— — — — — —), (N) REFERS TO NEW CONSTRUCTION II II (I ii II II F_ T II IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII III II I IIII IIII IIII LF=' III II IIII II IIII II IIII II IIII II FL II II II _j l O 4 S4 O L_ .O L OH TYP. 9 S4 T.O.P. = V.I.F., TYP YP. 4 S4 21' -0" 8„ 8109' -6 T.O.W. = 8117' -4Y2 T.O. SLAB T.O.F. = 8109' -2 1' -0" 1' -0" 4" CONCRETE SLAB ON 4" CLEAN o \�. GRAVEL BASE ON UNDISTURBED GRADE 3 OR COMPACTED STRUCTURAL FILL PER SOILS ENGINEER. REINFORCE SLAB WITH S4 6x6— W1.4xW1.4 WELDED WIRE FABRIC THROUGHOUT. PROVIDE 1" DEEP SAWN OR TOOLED CONTROL JOINTS AT 10' -0" I MAXIMUM SPACING EACH WAY. T.O. W. = 8117' -4Y2 T.O.F. = 8109' -2 T.O.W. = 8117'-4)/2 T.O.F. = 8109' -2 II II I EXSTG. FTG., TYP. DWL. (N) CONC. WALLS TO (E) W/ #5 DWLS. x 24" EPDXIED INTO 3/4 "Ox4" HOLES @ 12" O.C. AND (2) L Z DWLS. IN FTC., TYP. 8109' -6 (E)T.O. SLAB ®� EXSTG. ETG., TYP. I I F_ - -- I I I 7 -- I II II --------- - - - -�J II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II L- -1 �L = EXSTG. EDTN., TYP. �� E II II II I I I II -- -- - - - - -� II L —1 I �— I I I I I I I I I I I I I I I I I I I I I I I - - - - -J ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE — TREATED LUMBER SHALL HAVE A SIMPSON ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE GALVANIZED PER ASTM A153. CONTACT ENGINEER FOR ALTERNATE USE OF BARRIER MEMBRANES. CONNECTION SCHEDULE TOP FACE JOIST �A SIMPSON H5 — (4) -8d (4) -8d © SIMPSON LSSU28 — (9) -10d (5)- 10dx1Y2 © SIMPSON WNP212 -2 (2) -10d — (2) -10d QD SIMPSON LUS28 — (6) -10d (4) -10d EQ % "0 LAG W/ 6" MIN. PENETRATION INTO POST — — Z SIMPSON ABU66 — (12) -16d — © SIMSON LUS210 — (8) -10d (4) -10d HO SIMPSON ABU66 — — — (I NOT USED — — — JO j SIMPSON LSSU210 -2 — (18) -10d (12)- 10dx1Y2 FOUNDATION PLAN PLAN NOTES 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: T.O.W. =TOP OF CONCRETE WALL T.O.F. =TOP OF CONCRETE FOOTING T.O.P. =TOP OF PIER 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. 3. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. 4. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 1' -0 THICK x 2' -8 WIDE UNLESS NOTED OTHERWISE. 5. ALL OPENINGS AND STEPS IN CONCRETE WALLS SHALL BE VERIFIED WITH ARCHITECT AND CONTRACTOR. 6. POSTS FROM ABOVE ARE INDICATED:N 7. DO NOT SCALE DRAWINGS. Design Review Staff Approval OF � By Warren Campbell at 1:37 pm, Mar 28, 2013 TOWN NORTH RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP rn U w� 'tor) Z °' C) o0) Z � Q L a- � J co z 0 U 00 NLO �00 U XO m \r � J o �1. U) a- > O 0 0 U 0 •0 � N ISSUED FOR: No. Date Remarks G 12/12/12 PRICING ISSUE PROJECT NO: 1212 -01 PHASE: CD SHEET NAME 2 SHEET NUMBER CV- =MI/'1r73 LJC Ar\CMC AoC. Q w W 0 1-- —_ —m �I D r —LJj__ — — I F —1 1 H— — II II II II L _�J--- 11 I I STRUCTURAL SUB — FASCIA E CONTINUOUS WHERE ATED, TYP. 'P. © RAFTER DKOUT BRG. — CONTACT ENGR. DURING DEMO FOR CONNECTION @ F_ — — EXSTG. BM. — — II 11 — L - — — — — — — — — — — — — — �J — — — — — — I _ 0 M X N U) X W F ARCHITECTURE INTERIORS PLANNING Ir II PC II II �l PO Box 7630 — — — --------- - - - - -- II II — - -- NORTH �•• X11/ \ A\ PLAN NOTES FOR NEW FRAMING: SCALE: 1 /4" = 1' -0" 1. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: Ej EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: B SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: D 2. ALL POSTS ARE LABELED AT THE TOP. 3. NEW ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXPA, SPAN RATING 40/20. 4. " 0 " INDICATES CONNECTION TYPE — REF. S2 FOR SCHEDULE. 5. ALL NEW ROOF RAFTERS ARE: 2x12's © 24 ", TYPICAL, UNLESS NOTED OTHERWISE. 6. EXISTING CONSTRUCTION IS INDICATED THUS ( - --- ---- ---- - - -- ---- ), NEW CONSTRUCTION IS INDICATED THUS EXTERIOR HEADERS ARE: (3)- 2x10's W/ (1) -2x6 TRIMMER AND (1) -2x6 KING STUD EA. SIDE, TYP. UNLESS NOTED OTHERWISE OL 8127 -6 T.O. E— PLYWD. II II II I F II II II II II II II II II II IL_JI Ij II II II L - tX �o E MME MEMO i+�mm 2) x10 3 S1 I +`O ti (J) -2�1� (�) _2110 II II II 1:1 T F_ - I F_ - — — — — — — — — — — --- UPPER FLOOR /LOW ROOF FRAMING PLAN SCALE: ,/4 =, -0 PLAN NOTES 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS. EXISTING INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: NON— CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: a 2. ALL POSTS ARE LABELED AT THE TOP. 3. FLOOR SHEATHING IS %" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. 4. "0" INDICATES CONNECTION TYPE — REF. S2 FOR SCHEDULE. 5. (E) REFERS TO EXISTING CONSTRUCTION (— — — — — --- ), (N) REFERS TO NEW CONSTRUCTION Design Review Staff Approval � . � VAIL ;j By Warren Campbell at 1:36 pm, Mar 28, 2013 NORTH F _ I � II II I I �I RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Lr- `- N Avon, Colorado 81620 Tel (970) 949 -0916 0) X N I www.RMTarchitects.com I " O N r © TYP...........�� X rn II � �0-) i X Lij 7 �o S4 r o� rn `• Z -- __7 Q L a_ � J X 3 S1 I +`O ti (J) -2�1� (�) _2110 II II II 1:1 T F_ - I F_ - — — — — — — — — — — --- UPPER FLOOR /LOW ROOF FRAMING PLAN SCALE: ,/4 =, -0 PLAN NOTES 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS. EXISTING INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: NON— CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: a 2. ALL POSTS ARE LABELED AT THE TOP. 3. FLOOR SHEATHING IS %" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. 4. "0" INDICATES CONNECTION TYPE — REF. S2 FOR SCHEDULE. 5. (E) REFERS TO EXISTING CONSTRUCTION (— — — — — --- ), (N) REFERS TO NEW CONSTRUCTION Design Review Staff Approval � . � VAIL ;j By Warren Campbell at 1:36 pm, Mar 28, 2013 NORTH F _ I � II II I I �I RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP rn �0-) Z �o 0 o� rn `• Z Q L a_ � J W Z O U NLO Ln 4J U 00 m � O J �> O r0 V 0 •� Q N ISSUED FOR: No. Date Remarks G 12/12/12 PRICING ISSUE PROJECT NO: 1212 -01 PHASE: CD SHEET NAME SHEET NUMBER z 0- Z 0 I 12 "0 CONC. PIER (2) — #5 DWLS x J D 6" (4) — #5's EA. WAY SCALE: 3/4" = V -0" TFh Ph z z 1 0 O 3 "13" BEAM PER PLAN (6) —%% THRU— BOLTS STL. BM. WEB — COPE FLANGES 2" 2" KNIFE It: 3/4 "x4x1' -3 W/ (4) -3/4 "0 THRU — BOLTS, TYP. BM. PER PLAN FLOOR JOISTS NOT SHOWN FOR CLARITY 8118' -33/4 T.O. STL. BM. STEEL BEAM PER PLAN (2)— Y2 "Ox4 LAGS [(1) —EA. SIDE OF WEB] STUD PACK PER PLAN SCALE- 3/4" = 1' -0" 6x6 NEWEL POST W/ RAILING PER ARCH. 2x DECKING PER ARCH. /DECK JOIST PER PLAN (BEYOND) 6x6 POST (BEYOND) SCALE: 3/4" = V -0" S4 i ii PROVIDE ENGR. W/ ROOF PANEL INFO FOR APPROVAL /l/ ROOF PANEL � EXSTG. ROOF PER ARCH. RAFTER 2x BLKG. BTWN. RAFTERS @ BRG., TYP. �A TYP. III III I RAFTER III PER PLAN III III 8133' -5Y2 III EXSTG. FLOOR T.O. PLATE III JOIST III EXSTG. EXT. WALL SCALE: 3/4" = 1' -0" z 0 I 6x6 POST (4) — #5's VERT., TYP. BELLED FTG. PER PLAN 21' -0" EQ. EQ. SEE SCHED. SCALE: 3 /a" = V -0" / 4\ SCALE: 3 /a" = V -0" Design Review Staff Approval T�QI�N OF VAIN ';= By Warren Campbell at 1:36 pm, Mar 28, 2013 2x6 STUDS @ 16" O.C. W/ Y2" PLYWD. OR OSB SHEATHING Y2 "Ox10" A.B.'s @ 48" O.C. IN- CONT. TREATED 2x6 8117' -4Y2 T.O. W. #5 DWLS x ° 16" O.C. 4 V -0 (2) — #5's CONT. HORIZ. TOP & BOT. (5) — #5's CONT. LONGIT. 8109 -2 T. 0. F. PERIMETER DRAIN PER SOILS ENGINEER (2) —Y2% LAGS (1 EA. SIDE) TOE— NAILED COL. BASE W 4" MIN. PEN INTO BEAM la A. d' ° 4" 4' d ° a a ° a ° d d Of N U a 8118' -6 T.O. PLYWD. 2x12 FLR. JOISTS 2x BLKG. PANELS © 24" IN FIRST JOIST SPACE W/ (5) -8d NAILS INTO EA. PANEL, TYP. #5's VERT. © 16" O.C. #5's CONT. HORIZ. © 16" O.C. Y2" EXP. MAT'L, TYP. 4" CONC. SLAB PER PLAN 8109' -6 T.O. SLAB '11 Z3 ° o O e • 1' -0" 8" 1' -0" (2)— OLYLOG SCREWS RAFTER BRG. TYP. i STL. RIDGE BM. PER PLAN EQ TYP. z BEAM PER PLAN L20?:2 POST PER PLAN W' 2x12 RAFTERS PER PLAN SCALE: 3/4" = 1' -0" PROVIDE ENGR. W/ ROOF PANEL INFO FOR APPROVAL ROOF PANEL PER ARCH. RAFTER PER PLAN BEAM PER PLAN POST PER PLAN 2x DECKING PER ARCH. Ef] �D TYP. DECK JOIST PER PLAN EO TYP. SCALE: 3/4" = 1' -0" PACK WEBS SOLID FOR HANGER ATTACHMENT W/ 5/8 "0 THRU —BOLT @ 24" O.C. (STAGGERED) SCALE: 3 /a" = 1' -0" RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Bog 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP rn �0') U o� Z °' ^o 0 o0) (n rn `. Z � Q nu L J N V Z O m O N Ln L_ D 't 00 m \r 4_j o i U) > Fl! 11111 O 1' -0" 8" 1' -0" N (2)— OLYLOG SCREWS RAFTER BRG. TYP. i STL. RIDGE BM. PER PLAN EQ TYP. z BEAM PER PLAN L20?:2 POST PER PLAN W' 2x12 RAFTERS PER PLAN SCALE: 3/4" = 1' -0" PROVIDE ENGR. W/ ROOF PANEL INFO FOR APPROVAL ROOF PANEL PER ARCH. RAFTER PER PLAN BEAM PER PLAN POST PER PLAN 2x DECKING PER ARCH. Ef] �D TYP. DECK JOIST PER PLAN EO TYP. SCALE: 3/4" = 1' -0" PACK WEBS SOLID FOR HANGER ATTACHMENT W/ 5/8 "0 THRU —BOLT @ 24" O.C. (STAGGERED) SCALE: 3 /a" = 1' -0" RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Bog 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP rn �0') U o� Z °' ^o 0 o0) (n rn `. Z � Q nu L J N V Z O m O N Ln L_ D 't 00 m \r 4_j o i U) > Fl! 11111 ISSUED FOR: No. I Date Remarks G 1 12/12/12 PRICING ISSUE PROJECT NO PHASE: SHEET NAME 1212 -01 CD S4 SHEET NUMBER O 0 Poo OF* N ISSUED FOR: No. I Date Remarks G 1 12/12/12 PRICING ISSUE PROJECT NO PHASE: SHEET NAME 1212 -01 CD S4 SHEET NUMBER