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B13-0377 plans approved
Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VA I L By M Haeberle at 11:43 am, Oct 14, 2013 Approved by the Design Review Board TOWN O F VA I L 1 By Warren Campbell at 2:02 pm, Oct 14, 2013 Octob r nth., 2013 Re -Issue for Permit (7c , N1 )I B13 -0377 Lot #ro, I000 Spraddle Creek, Road, Spraddle Creek estates, /ail Colorado ABBREVIATIONS AB ANCHOR BOLT C1.2 CU CUBIC RMT ARCHITECTS GI GALVANIZED IRON L1 REINF REINFORCE(D), (ING) ACOUS ACOUSTICAL BECK BUILDING COMPANY D DEEP /DEPTH /DIAMETER A2.4 GND GROUND (970) 646 -1800 RM ROOM AFF ABOVE FINISHED FLOOR EXTERIOR DIAG DIAGONAL (970) 949 -1406 GR GRADE, GRADING ENGINEER SCH SCHEDULE ALT ALTERNATE (970) 926 -6007 DIAM DIAMETER ARCHITECT GWB GYPSUM WALL BOARD EAGLE, COLORADO 81631 SHT SHEET ALUM ALUMINUM ENGINEER DTL DETAIL DENVER, COLORADO 80202 HGT HEIGHT MECHANICAL SIM SIMILAR ARCH ARCHITECT(URAL) AVON, COLORADO DWG DRAWING INTERIOR HK HOOK(S) 216 Main Street, Suite C -100 SPEC SPECIFICATION(S) ASL ABOVE SEA LEVEL C ELEC ELECTRICAL) D HORZ HORIZONTAL E SQ SQUARE B BEAM Spraddle Creek Revised ELEV ELEVATION TOV -DRB Revisions INSUL INSULATION /INSULATING 25% CD'S STL STEEL BD BOARD 08/15/13 EM EMERGENCY 08/23/13 JT JOINT 9/6/13 STRUCT STRUCTURAL BKG BACKGROUND EMBED EMBEDMENT MAX MAXIMUM PROJECT NO: 12406 SUSP SUSPENDED BLDG BUILDING Sheet EX EXISTING SHEET NUMBER MECH MECHANICAL THK THICK(NESS) 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 1. 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, ETTAL. 11. MONITORED FIRE SPRINKLER SYSTEM NFPA -13D PER TOWN OF VAIL 12. MONITORED FIRE ALARM SYSTEM PER TOWN OF VAIL. SYMBOLS PLAN DRAWING TITLE & 1/4" = 1' -0" SCALE (D- EXTERIOR ELEVATION 1 A3.1 INTERIOR ELEVATION 2 1 - A3.1 1 WALL SECTION A4.2 1 BUILDING SECTION A4.1 DETAIL 1 6.01 DETAIL ENLARGEMENT 1 (Plan or Section) OR 6.61 AREA ENLARGEMENT � J COLUMN CENTER LINE, O GRID & REFERENCE ROOM NAME LIVING ROOM ROOM NUMBER 1 120 INTERIOR PARTITION Pz TYPE EXTERIOR WALL SYSTEM wz ROOF TYPE Rz WINDOW NUMBER AA DOOR TYPE O REVISION NUMBER Q EQUIPMENT NUMBER 18 DRAWING NUMBER 1 SHEET NUMBER A3.1 DRAWING NUMBER 1 DETAIL NUMBER 8.01 ELEVATION (Sections) ELEV 86'-9" ELEVATION (Floor Systems) TO CONC. 86' -6" FF 86' -9" ELEVATION (Ceiling Systems) 0 1 SPOT ELEVATION x\-58' -0" CONCRETE GRAVEL WOOD STUD WALL STONE �r ••D '• PLYWOOD /STUCCO PLASTER /GWE3 X11 ?l ?l ?lTl ?l ?: - BATT INSULATION �� ❖ :• :' : ❖: ❖: ❖ : ❖ : ❖ :: RIGID INSULATION DIRECTORY DEVELOPER & TRIUMPH DEVELOPMENT LLC ARCHITECT OF 12 VAIL ROAD, SUITE 700 RECORD VAIL, CO 81657 C1.2 970.479.9990 DESIGN RMT ARCHITECTS ARCHITECT PO BOX 7630 L1 AVON, COLORADO 81620 A2.1 (970) 949 -0916 GENERAL BECK BUILDING COMPANY CONTRACTOR PO BOX 4030 A2.4 VAIL, COLORADO 81658 A2.5 (970) 646 -1800 SURVEYOR EAGLE VALLEY SURVEYING, INC. A2.7 P.O. BOX 1230 EXTERIOR EDWARDS, COLORADO A5.3 (970) 949 -1406 CIVIL MARTIN / MARTIN ENGINEER 225 MAIN STREET GARAGE STAIR EDWARDS, COLORADO 81632 MO.2 (970) 926 -6007 LANDSCAPE CERES+ ARCHITECT P.O. BOX 2134 M2.2 EAGLE, COLORADO 81631 M2.3 (970) 949 -3286 STRUCTURAL MONROE & NEWELL ENGINEER 1400 GLENARM PLACE, SUITE 101 M3.0 DENVER, COLORADO 80202 M3.1 (303) 623 -4927 MECHANICAL RADER ENGINEERING, INC. /ELECTRICAL 40690 HWY. 6, SUITE E -1 ENGINEERS AVON, COLORADO FOR (970) 845 -7910 INTERIOR SLIFER DESIGNS DESIGNER 216 Main Street, Suite C -100 Spraddle Creek - Sketch Edwards, CO 81632 RECEIVED By David Rhoades at 4:59 pm, Oct 04, 2013 NDEX AO.1 COVER SHEET A1.1 SURVEY A1.2 SITE PLAN A1.3 BUILDING HEIGHT CALCULATIONS C1.1 GRADING PLAN C1.2 GRADING PLAN C2 PERIMETER DRAIN PLAN C3 UTILITY PLAN L1 PLANTING PLAN A2.1 LOWER LEVEL PLAN A2.2 NOT USED A2.3 MAIN LEVEL PLAN A2.4 MAIN LEVEL PLAN A2.5 UPPER LEVEL PLAN A2.6 ROOF PLAN A2.7 ROOF PLAN A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A3.3 EXTERIOR ELEVATIONS A3.4 EXTERIOR ELEVATIONS A4.1 BUILDING /SITE SECTION A4.2 BUILDING SECTIONS A4.3 BUILDING SECTIONS A5.1 EXTERIOR STAIRS A5.2 EXTERIOR STAIRS A5.3 INTERIOR MAIN STAIR / ELEVATOR A5.4 CURVED STAIR A5.5 GARAGE STAIR A6.1 LOWER LEVEL RCP A6.2 MAIN LEVEL (west) RCP A6.3 MAIN LEVEL (east) RCP A6.4 UPPER LEVEL RCP A6.5 TRUSS DETAIL ►_r�i��[�j�yBS1 A8.1 LOWER LEVEL SCHEMATIC LIGHTING PLAN A8.2 MAIN -W LEVEL SCHEMATIC LIGHTING PLAN A8.3 MAIN -E LEVEL SCHEMATIC LIGHTING PLAN A8.4 UPPER LEVEL SCHEMATIC LIGHTING PLAN S1.0 FOUNDATION SECTIONS AND GENERAL NOTES S1.1 FOUNDATION SECTIONS AND DETAILS S1.2 FOUNDATION SECTIONS AND DETAILS S2.1 FOUNDATION PLAN S2.2 GARAGE FOUNDATION PLAN S2.3 MAIN LEVEL FRAMING PLAN S2.4 UPPER LEVEL FRAMING PLAN S2.5 ROOF FRAMING PLAN S2.6 GARAGE ROOF FRAMING PLAN S3.2 FLOOR FRAMING DETAILS S3.3 ROOF FRAMING DETAILS MO.0 MECHANICAL COVER SHEET MO.1 MECHANICAL ZONING PLAN MO.2 RADON MITIGATION M1.0 MECHANICAL SCHEDULES M2.1 LOWER LEVEL MECHANICAL PLAN M2.2 LOWER LEVEL MECHANICAL PLAN M2.3 MAIN LEVEL MECHANICAL PLAN M2.4 MAIN LEVEL MECHANICAL PLAN M2.5 UPPER LEVEL MECHANICAL PLAN M3.0 MECHANICAL SCHEMATICS M3.1 MECHANICAL SCHEMATICS M4.0 MECHANICAL SPECIFICATIONS M4.1 SEQUENCE OF OPERATION E1.0 ELECTRICAL ONE LINE DIAGRAM CODE SUMMARY ZONING: ZONE DISTRICT MAX. BUILDING HEIGHT SETBACKS REQUIRED PARKING BUILDING: CODE EDITION OCCUPANCY STORIES TOWN OF VAIL HILLSIDE RESIDENTAL 30' FLAT OR MANSARD 33' SLOPED' FRONT 20' SIDE 15' REAR 15' 5 SPACES (GROSS BUILDING AREA OVER 5,000 SF) IRC 2012 SINGLE FAMILY 3 DATUM 100' -0" EQUALS DATUM 8521.75' USGS IM T, ARCHITECTURE INTE1tIORS PLANNIIVG Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 949 -1017 www.RMTarchitedLeom in R ■ 12 Vail Road, Suite 700 Vail, CO 81857 Tel (970) 479-0990 wwwAdumphdom m III 7 J STAMP T/! Q Ina 110=11 PC PC V� PC P0 1■I 0 0 0 O C � O O � U Pj ISSUED FOR No. Date Remarks A 04 -15 -13 Spraddle Creek - Sketch B 04 -19 -13 Revised Site Plan C 04 -29 -13 TOV - PEC D 05 -07 -13 Spraddle Creek - Final E 05 -13 -13 TOV -DRB F 06 -07 -13 Spraddle Creek Revised G 06 -12 -13 TOV -DRB Revisions H 07/18/13 25% CD'S 1 08/08/13 50% CD's 08/15/13 75% CD's J 08/23/13 Issue for Permit K 9/6/13 Issue for Permit 10/04/13 Re -Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Cover Sheet SHEET NAME A0,8 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN (� By M Haeberle at 11:43 am, Oct 14, 2013 Approved by the 0 ' Design Review Board TOWN OF VAIL By Warren Campbell at 2:02 pm, Oct 14, 2013 LOT 14 20' DRAINAGE EASEMENT STORM SEWER MANHOLE N 87011'30" W 161.13 60.00 s � � yFOUND PIN & CAP^ �3o by 10 a EL= 8549.82' T_T o 8576.9 N GUARD RAIL EDGE OF ROAD a S /575.6 OUTLINE OF BLOCK a RETAINING WALLS Sn ❑= 159'19'17" LP m ° R =75.00 L= 208.55 T= 411.09 � ° 8572.0 LC= 147.56 30 ❑ 30 60 90 Feet L0 ° CB=S 13'08'52" W N � ° 8570.5 o S66030'46"W \ , 8567.0 44.39 LOT 5 8567.4 BUILDING N ENVELOPE 0 o 565.9 N t \ iw �_ A T, ° �s2o�\ S \ Z 15.0 A= 67'30'35 "-," R =50.00 L =58.91 T =33.42 LC =55.56 CB =N 53026'12" W BLOCK RETAINING ❑ = 46'34'03" R =30.00 L =24.38 T =12.91 LC =23.72 CB =S 42'57'56" E TD =58'33'49 R =70.00 L =71.55 h[] \ \ T S 66' 14'57" E - 45.64 =iMIIIIfflT__M ME 41199 HIGHWAY • ■ • BOX 1230 EDWARDS, CO. 81632 (970)949-1406 WATER VALVE )TILITY STUBT 476._ 7J DGE ROAD' FIRE HYDRANT A= 10648'07" R= 505.00 L =95.21 T =47.75 LC =95.07 CB =N 60'50'54" W ❑ = 33'34' 16" R= 195.00 L= 114.26 T =58.82 LC= 112.63 CB =N 49'43'38" W 8559.6 ` 10' STONE • 1 52.9 T 85 A T 47 CLI 800 a , o e�. O v ss•7 1, o BSS. , �9 1 `HON ` �j� 8544.4 _ PED._ BUILDING ' Q TCABLE ENVELOPE 8481.5 T ELECTRIC METER' /' •NA "o• N ELECTRIC -� �Cap� I�I TRANSFORMER 8486.7 X91 NT �AA nn rso, IQ 8494.1 �\ J RETAINING WALL N `4❑ UTILITY EASEMENT` •\ TN10 '8540.7 D \, N titi ,2❑.❑ A /\ FIRE HYDRANT A 7' STONE r T Tr �o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tan Hogfeldt, a Professional Land Su the State of Colorado, do hereby certify made by me and under my supervision, correct to the best of my knowledge. ❑= 24256'56" R= 205.00 L =89.26 T =45.35 LC =88.56 \ CB =S 45'24'58" E A 8531.7 _ S 57'53'26" E - 47.58 _ 8529.6 SLOPE MAINTENANCE-- 8504.3 EASEMENTS 8508.0 8510.3 85132 ❑ =29' 10'26" R= 210.00 L= 106.93 T =54.65 LC= 105.78 CB =N 70'02'03" W ,,,,,&=153016'09" R =10.00 L =26.75 T =42.09 LC= 19.46 CB =S 1944'39" W UPDATED: 12/18/12 UPDATED: 11/25/97 PATRICK FILLIETTA2 9/9/97 rveyor registered under the laws of that this topographic survey was and that the is accurate anc - - =` _�iv-=-- - - - - -- Sta H 'Idt Col 98 z11 71 f _ Date:_ IMT A1tCHITECP M INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 949 -1017 www•RMTarchitect&eem TRIUMPH CUSTOM ■ 12 Vail Road, Suite 700 Vail, CO 81857 Tel (970) 47949990 www.triumphdom m 4 STAMP 4� PC PC C� V� ^ P0 O PW 4� PC PC 09 O O O o rEq PC ^ o \O o � V O Pj ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek - Sketch B 04 -19 -13 Revisions D 05 -07 -13 Spraddle Creek Final E 05 -13 -13 T0V -DR13 H 07/18/13 25% CD's 1 08/08/13 50% CD's J 08/23/13 Issue for Permit K 09/06/13 Issue for Permit 10/04/13 Re -Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Survey SHEET NAME A1,61 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VAI L 1 By M Haeberle at 11:43 am, Oct 14, 2013 Approved by the Design Review Board TOWN OF VAIL 1 By Warren Campbell at 2:03 pm, Oct 14, 2013 EXISTING BLOCK RETAINING WALL LL/ I JILL. UL,U.JU JL(. I I . OWNER INFO: MICHAEL M. NOELLE REVOCABLE TRUST PO BOX 27478 SANTA ANA, CA 92799 LIMITS OF COSTRUCTION DISTURBANCE AREA: 49,230 SO. FT. (60 %) DRIVEWAY AREA: 4,297 SQ. FT. SNOW STORAGE AREA: 650 SQ. FT. (15 %) GENERAL NOTES 1. SEE C1.1 AND C1.2 FOR SITE GRADING PLAN 2. SEE C3 FOR SITE UTILITY PLAN 3. SEE L1 FOR SITE LANDSCAPING AND PLANTING PLAN 4. SHORING WALL PER GENERAL CONTRACTOR 5. SEE 1.1 FOR SURVEY INFORMATION SITE PLAN 1" = 20' -0" IMT IIICIMON PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 9491017 WwW.RMTarchitWts com TRIUMPH 12 VON Road, Subs 700 Vail, CO 81867 Tel (97q 479 4®90 www.biumphdev oom } I �TZR _ i � �4'hs^ STAMP W 4� 4� U 4� PC PC 0 V� PC 0 • P* 4� PC PC Old �o 0 1110114 PC Olto �o O q ISSUED FOIL- No. Date Remari® A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revised Site Plan C 04 -29 -13 TOV — PEC D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB F 06 -07 -13 Spraddle Creek Revised G 06 -12 -13 TOV —DRB Revised 07 -03 -13 Shoring coordination 07/15/13 Shoring Permit H 07/18/13 25% CD's 07/26/13 Shoring Permit 1 08/08/13 50% CD's 08 -15 -13 Shoring Option J 08/23/13 Permit Set K 10/04/13 Re —Issue for Permit PROJECT NO: 12406 PHAME: CD DRAWN BY: RW CHECKED BY: RW S ite Plan SHEET NAME Al • SHEET NUMBER co \ \ \ \ \ 0 Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) T ���� By M Haeberle at 11:43 am, Oct 14, 2013 Approved by the Design Review Board TOWN OF FAIL By Warren Campbell at 2:03 pm, Oct 14, 2013 <ij lb :b i C� � / y lb rvD s /77// ////// /j /// / 77 //// j j / ' i\ RIDGE: +8551.85 02 RIDGE: +8552.87 E.G. 0585 OFT X18.87 OFT P.G. - 8521.5 P.G - 8512.75 +8551.95 ® RIDGE: +8537.37 \ \ \ \ 30.45 FT 24.62 FT RIDGE: +8540.04 © RIDGE: +8543.0 _ \ E.G. - 8533.0 P.G. - 8516.03 7.04 FT 26.97 FT i RIDGE: +8538.70 ® RIDGE: +8544.2 / P.G. - 8514.53 E.G. - 8520.1 / 24.17 FT 24.1 FT / 09 RIDGE: +8540.37 10 RIDGE: +854 / - 8524.5 E.G - 12.25 / 15.87 F 28.0 FT / 11 RIDGE: 51.1 1© RIDGE: +8543.87 / E.G. - 8519.1 E.G. - 8520.5 / 32.0 FT 23.37 FT 0 RIDGE: +8538.70 ® RIDGE: +8539.66 / P.G. - 8510.5 P.G. - 8510.5 / 28.2 FT 29.16 FT \ / 0 RIDGE: +8541.45 16 RIDGE: +8542.95 / P.G. - 8523.75 E.G. - 8510.125 \ / FT 17.7 32.825 FT / E.G. = EXISTING GRADE P.G. = PROPOSED GRADE BUILDING HEIGHT CALCULATIONS REFERENCE y POINTS SHOWN ARE TAKEN AT WORST CASE SCENARIO: EXISTING GRADE (E.G.) OR DC PROPOSED GRADE (P.G.), WHICHEVER IS MOST RESTRICTIVE TO DETERMINE BUILDING HEIGHT. BUILDING HEIGHT CALCU LAT ON S 1/81, = 1' -0" RMT IIVTERIow PLANNING Architects, PC PO Boa 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 949 -1017 www.RMTarchitectscom rRIUMPH 12 Vail Road, Suibs 700 Vail, CO 81867 Tel ( 970) 4794M wwWriumphdoumn 4� C . CQ - - � 'AR STAMP W1 Q V� 0 4� a � O O � o 1� C � SO � U O Pj ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek - Sketch B 04 -19 -13 Revised Site Plan D 05 -07 -13 Spraddle Creek - Final E 05 -13 -13 TOV -DRB G 06 -12 -13 TOV -DRB Revisions H 07/18/13 25% CD's 1 08/08/13 50% CD's J 08/23/13 Issue for Permit K 09/06/13 Issue for Permit 10/04 13 Re -Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: RIVIT CHECKED BY: PIW Building Height Calculations SHEET NAME Al,e3 SHEET NUMBER I W mk �o v(:� �� o� \ �' / \ t2 / \\ N/o / \ � NI / \ . 1 O \ /I a � // I s 0 Approved by the Design Review Board TOWN OF VAIL By Warren Campbell at 2:03 pm, Oct 14, 2013 ' z< � I / I I / I n i i i /� � / / / / / �� G: � / / / / / / I I I I I I I 1/ � / // / / / / /// /�/ �. l l o w I I �°oN/ / l /// 1 1 / I I l l // '� L I / l l m � l / I ,� / °+ � ��y ., z / / /l `�° / / / / l / l Il 1 / / l / �/ // / �. / -5 I / / l l �i NIIf l / / / I / / ,tf / , J / / / / 0K) � o I / / �w`; � v3 / / ro / / l / / / I I I l / / / / / �/ I / / / / / 10 / II N / / N / / / I / I I / / / / / / / / � � J + pow l / /l l / / / I I I I I I I I / / / % � q /ice // / I / / / / I- zN �N / 1 IFG/ / / /cnoW �� I I I l / I I I I I I I/ N N �a. / I I I I I h- -V)-1 � L, `�,I / 24.72/ �r �, i I I I III I I I I J1 I II' M / I O I I I I I I I I III I I 1 gQ� / / o / b I I I// o0 El- m r I/ l l Fo l /\ 1 / I I/ I I I I I / I I N Q J z 00 / / . / / �� % / / ° ,l / / ��h o l I I I I I 1 411 �I I zQll / / / _ 1 � / I I I I / `o / / / ,� �G /a / /. 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C0. a� U :: (.0 Q Q O oz Q M 0 Q - Z Q ■ cy) 3: �;, o af; ;Q o m .9 �'\►� Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) OT a W W I-- O W U o W � Cn Fn Cn t -j Z OZ en J J = 0 Cn Ma- a� af N '••.• .••' By M Haeberle at 11:43 am, Oct 14, 2013 P H 11 N w J = o O H W o . z C) 0 A v o ¢ M �;) 0 Z x a s CD I W mk �o v(:� �� o� \ �' / \ t2 / \\ N/o / \ � NI / \ . 1 O \ /I a � // I s 0 Approved by the Design Review Board TOWN OF VAIL By Warren Campbell at 2:03 pm, Oct 14, 2013 ' z< � I / I I / I n i i i /� � / / / / / �� G: � / / / / / / I I I I I I I 1/ � / // / / / / /// /�/ �. l l o w I I �°oN/ / l /// 1 1 / I I l l // '� L I / l l m � l / I ,� / °+ � ��y ., z / / /l `�° / / / / l / l Il 1 / / l / �/ // / �. / -5 I / / l l �i NIIf l / / / I / / ,tf / , J / / / / 0K) � o I / / �w`; � v3 / / ro / / l / / / I I I l / / / / / �/ I / / / / / 10 / II N / / N / / / I / I I / / / / / / / / � � J + pow l / /l l / / / I I I I I I I I / / / % � q /ice // / I / / / / I- zN �N / 1 IFG/ / / /cnoW �� I I I l / I I I I I I I/ N N �a. / I I I I I h- -V)-1 � L, `�,I / 24.72/ �r �, i I I I III I I I I J1 I II' M / I O I I I I I I I I III I I 1 gQ� / / o / b I I I// o0 El- m r I/ l l Fo l /\ 1 / I I/ I I I I I / I I N Q J z 00 / / . / / �� % / / ° ,l / / ��h o l I I I I I 1 411 �I I zQll / / / _ 1 � / I I I I / `o / / / ,� �G /a / /. 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U z U cnwQ o' cn- j Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN O F VAT% I By M Haeberle at 11:42 am, Oct 14, 2013 Approved by the Design Review Board TOWN OF VA" ILBy Warren Campbell at 2:20 pm, Oct 14, 2013 � 1 i I 15' SIDE SETBACK i / /� t /. � PROPOSED BUILDING ENVELOPE 85 0 PROPOSED LIMITS OF CONSTRUCTION DISTURBANCE FENCING / i' EXISTING TREE TO REMOVED (TYPJ 50 - -- \ / 40;x►; - - -_ - -` - ___ -\\ry �\ PUNT LEGEND SYMBOL QTY. BOTANICAL NAME GOMMON NAME SIZE NOTES: DRIP IRRIGATION SHALL BE PROVIDED TO ALL PROPOSED TREE-5 4 SHRUBS. POP-UP SPRAY IRRIGATION SHALL BE PROVIDED AT ALL PERENNIAL FLOWER 4 6ROUNDGOVER AREAS. TEMPORARY ROTOR IRRIGATION SHALL BE PROVIDED AT ALL REVEOETATED AREAS. EMM5 0 -19 SPRAD DBE EROSION GONTROL $ SITE FROTEGT I ON NOTES I$ SFEG I F I GATI ONS: I. SILT FENCE OR HAY BALES ARE TO BE PLACED AT THE LIMIT OF DISTURBANCE AND IN SIGNIFICANT DRAINAGE CHANNELS AS NEEDED TO PREVENT EROSION AND SEDIMENTATION. A CONSTRUCTION FENCE WILL BE PLACED AT THE LIMIT OF DISTURBANCE WHERE THE SILT FENCE OR HAY BALES ARE NOT USED. 2. ALL TREES WITHIN THE LIMITS OF DISTURBANCE THAT ARE TO BE PRESERVED SHALL 13E PROTECTED: AT EVERGREEN TREES WITH SNOW FENCING AT DRIP -LINE; AT DECIDUOUS TREES USE SNOW FENCING AT DRIP -LINE. IF YOU CANNOT PROVIDE SNOW FENCE ® DRIP -LINE DUE TO CONSTRUCTION PROXIMITY, WRAP TRUNK WITH PLASTIC GORRUGATED CULVERT SECTIONS TO A HEIGHT OF 6. OR TO FIRST MAJOR BRANCH. IF IT 15 NECESSARY TO DRIVE WITHIN THE DRIP -LINE OF THE TREE, CONTRACTOR SHALL INSTALL 4" OF BARK MULCH OR WOOD CHIPS IN A RING EXTENDING FROM THE TRUNK TO THE TREES DRIP LINE. 3. SPECIAL CARE NEEDS TO BE TAKEN FOR TREES WITHIN CONSTRUCTION ACCESS ROUTE AND WORK AREA5. PLASTIC CORRUGATED CULVERT SECTIONS WITH INTERIOR INSULATION OF 1.5" MIN. TO SURROUND TREE TRUNK TO A HEIGHT OF 6 OR TO FIRST MAJOR BRANCH. 4. ERECT AND MAINTAIN TEMPORARY FENCING AROUND TREE PROTECTION ZONES BEFORE STARTING SITE CLEARING. REMOVE FENCE WHEN CONSTRUCTION 15 COMPLETE. DO NOT STORE CONSTRUCTION MATERIALS, DEBRIS, OR EXCAVATED MATERIAL WITHIN FENCED AREA. DO NOT PERMIT VEHICLES, EQUIPMENT OR FOOT TRAFFIC WITHIN FENCED AREA. MAINTAIN FENCED AREA FREE OF WEEDS AND TRASH. 5. DO NOT EXCAVATE WITHIN TREE PROTECTION ZONES, UNLESS OTHERWISE INDICATED. WHERE EXCAVATION FOR NEW CONSTRUCTION 15 REQUIRED WITHIN TREE PROTECTION ZONES, HAND CLEAR AND EXCAVATE TO MINIMIZE DAMAGE TO ROOT SYSTEMS. USE NARROW -TINE 5PADIN6 FORKS COMB SOIL TO EXPOSE ROOTS AND CLEANLY GUT ROOTS AS CLOSE TO EXCAVATION AS POSSIBLE. 5.1. COVER EXP05ED ROOTS WITH BURLAP AND WATER REGULARLY. 5.2. TEMPORARILY SUPPORT AND PROTECT ROOTS FROM DAMAGE UNTIL THEY ARE PERMANENTLY REDIRECTED AND COVERED WITH SOIL. 53. COAT GUT FACES OF ROOTS MORE THAT 1.5" IN DIAMETER WITH AN EMULSIFIED ASPHALT OR OTHER APPROVED COATING FORMULATED FOR USE ON DAMAGED PLANT TISSUES. 5.4. BAGKFILL WITH SOIL AS SOON AS POSSIBLE 6. ALL DISTURBED AREAS NOT DE51ONATED AS SHRUB BEDS, PERENNIAL BEDS, OR LAWN SHALL BE REVE&ETATED WITH THE SPECIFIED SEED MIXTURE. SEE PLANTING NOTES #I5- 1112I FOR MORE INFORMATION. 7. ALL EXISTING, DISTURBED AND PROP05ED SLOPES STEEPER THAN 3:1 SHALL BE PROTECTED WITH AN APPROVED ER05ION CONTROL BLANKET, PLACED OVER NATIVE REVEOETATION AND STRAW MULCH (SEE PLANTING NOTE #20). 8. PROVIDE SILT FENCE OR SNOW FENCING AROUND ALL REVE&ETATED AREAS FOR A MINIMUM OF ONE YEAR PERIOD OF ESTABLISHMENT (TWO YEARS IDEAL), PARTICULARLY FOR SEEDED SHRUBS. Q. PRIOR TO CONSTRUCTION, OWNER'S REPRESENTATIVE SHALL SUBMIT TEMPORARY EROSION CONTROL PROCEDURES FOR APPROVAL BY THE AGO AND TOWN OF VAIL ENGINEER. LIGHTING LEGEND SYMBOL QTY. DESCRIPTION MANUFACTURER MODEL 30 PIGEA PUNGENS COLORADO SPRUCE 8' HT. Q II PIGEA PUNGENS COLORADO 5PRUGE 10' HT. W 41 POPULUS TREMULOIDES QUAKING ASPEN 2.5" GALIPER O n O, 20 POPULUS TREMULOIDES QUAKING ASPEN 3" CALIPER Q 54 PRUNUS MELANOGARPA NATIVE GHOKEGHERRY 5 GAL. O 75 SYMPHORIGARPOS OREOPHILUS MOUNTAIN SNOWBERRY 5 GAL. O13 v 5ORBARIA 5OR51FOLIA URAL FALSE SPIREA 5 6AL. x 0 m a) 150 O 1 GAL. O O_ ASSORTED GROUND COVERS AND PERENNIAL FLOWERS d N IS FLATS w (A REVEOETATE ALL DISTURBED AREAS WITH NATIVE GRASS 8 (1) U WILDFLOWER SEED MIX O LAWN - PERMANENT UNDERGROUND IRRIGATION T.B.D. L. NOTES: DRIP IRRIGATION SHALL BE PROVIDED TO ALL PROPOSED TREE-5 4 SHRUBS. POP-UP SPRAY IRRIGATION SHALL BE PROVIDED AT ALL PERENNIAL FLOWER 4 6ROUNDGOVER AREAS. TEMPORARY ROTOR IRRIGATION SHALL BE PROVIDED AT ALL REVEOETATED AREAS. EMM5 0 -19 SPRAD DBE EROSION GONTROL $ SITE FROTEGT I ON NOTES I$ SFEG I F I GATI ONS: I. SILT FENCE OR HAY BALES ARE TO BE PLACED AT THE LIMIT OF DISTURBANCE AND IN SIGNIFICANT DRAINAGE CHANNELS AS NEEDED TO PREVENT EROSION AND SEDIMENTATION. A CONSTRUCTION FENCE WILL BE PLACED AT THE LIMIT OF DISTURBANCE WHERE THE SILT FENCE OR HAY BALES ARE NOT USED. 2. ALL TREES WITHIN THE LIMITS OF DISTURBANCE THAT ARE TO BE PRESERVED SHALL 13E PROTECTED: AT EVERGREEN TREES WITH SNOW FENCING AT DRIP -LINE; AT DECIDUOUS TREES USE SNOW FENCING AT DRIP -LINE. IF YOU CANNOT PROVIDE SNOW FENCE ® DRIP -LINE DUE TO CONSTRUCTION PROXIMITY, WRAP TRUNK WITH PLASTIC GORRUGATED CULVERT SECTIONS TO A HEIGHT OF 6. OR TO FIRST MAJOR BRANCH. IF IT 15 NECESSARY TO DRIVE WITHIN THE DRIP -LINE OF THE TREE, CONTRACTOR SHALL INSTALL 4" OF BARK MULCH OR WOOD CHIPS IN A RING EXTENDING FROM THE TRUNK TO THE TREES DRIP LINE. 3. SPECIAL CARE NEEDS TO BE TAKEN FOR TREES WITHIN CONSTRUCTION ACCESS ROUTE AND WORK AREA5. PLASTIC CORRUGATED CULVERT SECTIONS WITH INTERIOR INSULATION OF 1.5" MIN. TO SURROUND TREE TRUNK TO A HEIGHT OF 6 OR TO FIRST MAJOR BRANCH. 4. ERECT AND MAINTAIN TEMPORARY FENCING AROUND TREE PROTECTION ZONES BEFORE STARTING SITE CLEARING. REMOVE FENCE WHEN CONSTRUCTION 15 COMPLETE. DO NOT STORE CONSTRUCTION MATERIALS, DEBRIS, OR EXCAVATED MATERIAL WITHIN FENCED AREA. DO NOT PERMIT VEHICLES, EQUIPMENT OR FOOT TRAFFIC WITHIN FENCED AREA. MAINTAIN FENCED AREA FREE OF WEEDS AND TRASH. 5. DO NOT EXCAVATE WITHIN TREE PROTECTION ZONES, UNLESS OTHERWISE INDICATED. WHERE EXCAVATION FOR NEW CONSTRUCTION 15 REQUIRED WITHIN TREE PROTECTION ZONES, HAND CLEAR AND EXCAVATE TO MINIMIZE DAMAGE TO ROOT SYSTEMS. USE NARROW -TINE 5PADIN6 FORKS COMB SOIL TO EXPOSE ROOTS AND CLEANLY GUT ROOTS AS CLOSE TO EXCAVATION AS POSSIBLE. 5.1. COVER EXP05ED ROOTS WITH BURLAP AND WATER REGULARLY. 5.2. TEMPORARILY SUPPORT AND PROTECT ROOTS FROM DAMAGE UNTIL THEY ARE PERMANENTLY REDIRECTED AND COVERED WITH SOIL. 53. COAT GUT FACES OF ROOTS MORE THAT 1.5" IN DIAMETER WITH AN EMULSIFIED ASPHALT OR OTHER APPROVED COATING FORMULATED FOR USE ON DAMAGED PLANT TISSUES. 5.4. BAGKFILL WITH SOIL AS SOON AS POSSIBLE 6. ALL DISTURBED AREAS NOT DE51ONATED AS SHRUB BEDS, PERENNIAL BEDS, OR LAWN SHALL BE REVE&ETATED WITH THE SPECIFIED SEED MIXTURE. SEE PLANTING NOTES #I5- 1112I FOR MORE INFORMATION. 7. ALL EXISTING, DISTURBED AND PROP05ED SLOPES STEEPER THAN 3:1 SHALL BE PROTECTED WITH AN APPROVED ER05ION CONTROL BLANKET, PLACED OVER NATIVE REVEOETATION AND STRAW MULCH (SEE PLANTING NOTE #20). 8. PROVIDE SILT FENCE OR SNOW FENCING AROUND ALL REVE&ETATED AREAS FOR A MINIMUM OF ONE YEAR PERIOD OF ESTABLISHMENT (TWO YEARS IDEAL), PARTICULARLY FOR SEEDED SHRUBS. Q. PRIOR TO CONSTRUCTION, OWNER'S REPRESENTATIVE SHALL SUBMIT TEMPORARY EROSION CONTROL PROCEDURES FOR APPROVAL BY THE AGO AND TOWN OF VAIL ENGINEER. LIGHTING LEGEND SYMBOL QTY. DESCRIPTION MANUFACTURER MODEL CREE K ROAD ('50 Rpw i, 52' o - - SNOW STORAGE 8 W AREA: 650 S.F. 75 + - • • / 42' w w w 11 I PM PLANTING NOTES I$ SFEG I F I GATI ONS: I. THE PLANTING PLAN 15 DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. QUANTITIES SHOWN ON THE PLANTING LEGEND ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED WITHIN THE LEGEND(S). 2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARGHITEGT OF THE DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. 3. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT, PER MANUFACTURER'S SPECIFICATIONS, PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS BEFORE BEGINNING WORK. 4. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES 6 PESTS. 5. ALL GONTAINERIZED PLANTS NEED TO BE TO EDGE OF CONTAINER 4 HOLD ROOT BALL TOGETHER. 6. PRIOR TO PLANTING, THE IRRIGATION 5Y5TEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE MOISTENED. 7. ALL PLANT MATERIAL SHALL BE PLACED IN PITS HAVING A MINIMUM DIAMETER OF 150 PERCENT OF THE PLANTS TOTAL ROOT BALL OR CONTAINER VOLUME. 8. PERENNIAL BEDS SHALL BE BACKFILLED WITH A 3:1 RATIO OF TOPSOIL 8 COMPOST TO A DEPTH OF 8 ". 9. ALL TREES SHALL HAVE THE ROOT GROWN PLANTED 2" ABOVE THE SURROUNDING FINISHED GRADE. ALL SHRUBS SHALL HAVE THE ROOT GROWN PLANTED I" ABOVE THE 54JRROUNDINO FINISHED GRADE. 10. ALL TREES SHALL HAVE ALL TWINE OR OTHER BINDING MATERIAL REMOVED AROUND GROWN OF TRUNK. ALL TREES SHALL HAVE BURLAP AND BINDING MATERIALS PULLED BACK FROM A MINIMUM OF THE TOP ONE THIRD OF THE ROOT BALL PRIOR TO BAGKFILLIN6. 11. ALL SHRUB BEDS AND TREE WELLS WILL BE MULCHED WITH TWO (2) INCHES SHREDDED BARK MULCH THROUGHOUT ENTIRE BED. PERENNIAL PLANTING BEDS SHALL NOT RECEIVE BARK MULCH COVER, BUT BE TOP DRESSED WITH I" COMPOST. CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 12. EVERGREEN TREES 14'+ IN HE16HT AND ALL DECIDUOUS TREES ARE TO BE STAKED WITH 5 FOOT STEEL 'T' STAKES AND GUYED WITH 12 GAUGE, GALVANIZED WIRE AND 1 -1/2 INCH WIDE GREEN NYLON TREE STRAPS. STAKES ARE TO BE REMOVED 3 YEARS FROM DATE OF INSTALLATION UNLE55 OTHERWISE APPROVED BY OWNER OR LANDSCAPE ARCHITECT. 13. ALL EVERGREEN AND DECIDUOUS TREES SHALL BE PROVIDED WITH AN "EARTHEN 5AUGER" AT ITS BASE. SAUCERS ARE TO BE CONSTRUCTED HAVING A MINIMUM SHALLOW DEPTH OF FOUR (4) INCHES. SAUCERS SHALL BE INSTALLED ON DOWNHILL 51DE ONLY WHEN PLANTINGS OCCUR ON A HILLSIDE. 14. ALL NEWLY PLANTED TREES 4 SHRUBS SHALL BE FERTILIZED AT THE TIME OF PLANTING WITH 51050L MIX, ALL - PURPOSE FERTILIZER PER MANUFACTURER'S SPECIFICATIONS. FERTILIZER TO BE MIXED IN WITH BAGKFILL. 15. ALL 50D AREAS SHALL BE SEPARATED FROM ADJACENT PLANTING BEDS WITH EDGING. EDGING SHALL BE Ya" X 4" BLACK STEEL ROLL TOP, TACKED IN PLACE WITH THREE 12 INCH EDGING PINS SPACED EVENLY PER 10' SECTION OF EDGING. OVERLAP EDGING BY 14" 4 SECURE OVERLAPPING SECTIONS WITH 2 PINS. EDGING SHALL NOT PROTRUDE ABOVE SURROUNDING FINISHED GRADE BY MORE THAN Y4 ". 16. ALL PLANTING SHALL BE COMPLETED DURING THE NORMAL GROWING SEASON; NO PLANTING SHOULD OCCUR DURING INCLEMENT OR FREEZING WEATHER. 11. LANDSCAPE CONTRACTOR SHALL SUPPLY AND DISTRIBUTE COMPOST TO THE SITE. TOP501L NATIVE TO THE SITE 15 PREFERRED IF AVAILABLE. IF TOPSOIL 15 NEEDED FROM OFFSITE, THE TOPSOIL AND COMPOST ARE TO BE APPROVED BY LANDSCAPE ARCHITECT OR OWNER REPRESENTATIVE PRIOR TO DELIVERY. TILL 6" TOPSOIL 4 2" COMPOST, AND TOP DRE-55 WITH I" COMPOST FOR ALL PERENNIAL BEDS. SPREAD TOPSOIL TO A DEPTH OF 3" TO ESTABLISH ALL TURF AREAS, SHRUB BEDS, 4 TREE PLANTINGS. A DEPTH OF I" FOR ALL DISTURBED AREAS TO RECEIVE NATIVE REVE6ETATION, AND FOR THE AMENDED BAGKFILL OF ALL NEW TREES AND SHRUBS. SCARIFY EXISTING 501L SURFACE PRIOR TO THE ADDITION OF TOP501L TO FORM AN ADEQUATE BOND. FOR FIN15H GRADING, 501L SURFACE SHOULD BE A L005E M015T SURFACE. PLANTING SHOULD OCCUR WITHIN 10 DAYS OF SURFACE PREPARATION. 18. PREPARATION OF NATIVE 6RA55 AREAS WILL INCLUDE THE FOLLOWING: 18.1: EXISTING TOPSOIL FROM DISTURBED AREAS SHALL BE STOCKPILED AND RE- SPREAD WHERE POSSIBLE. 182: L005EN 501L TO A MINIMUM OF 4" DEPTH. REMOVE STONES OVER 2" IN DIAMETER, STICKS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. 183: DISTRIBUTE I" OF TOP501L TO BE CULTIVATED INTO NATIVE SOIL. 18.4: GRADE AREAS TO A SMOOTH, FREE DRAINING EVEN SURFACE WITH A LOOSE, MODERATELY COARSE TEXTURE. REMOVE RIDGES AND FILL DEPRE-55ION5 AS REQUIRED TO DRAIN. 185: ONE APPLICATION OF A DI- AMMONIUM PHOSPHATE FERTILIZER, 18 -46-0, SHALL BE BROADCAST PRIOR TO SEEDING AT A RATE OF 8 L55. PER 1000 S.F. 19. ALL D15TUR13ED AREAS TO BE REVEGETATED WITH NATIVE GRASS SEED MIX SOWN WITH THE FOLLOWING MIX AT A RATE OF 42 L55. PER ACRE: 15% GREEN NEEDLE GRASS 5% 5HEEP FESGUE 25% HARD FESCUE 30% CANADA BLUEGRASS 10% NEEDLE AND THREAD 15% THICK5PIKE WHEATC-RA55 20. MULCH ALL SEED SOWN AREAS WITH I" - 2" OF CERTIFIED WEED FREE STRAW OR HAY, ALL STRAW AREAS ARE TO BE TAGKIFIED WITH APPROVED ORGANIC TAGKIFIER AT THE RATE OF 120 LB5. / ACRE, OR HYDROMULCH. 21. ALL SEED SOWN AREAS ARE TO BE LIGHTLY RAKED Y4" INTO THE SOIL AND IRRIGATED. 22. LANDSCAPE CONTRACTOR SHALL SUBMIT THE COMPANY'S WRITTEN DOCUMENT REGARDING ITS POLICY ON PLANT GUARANTEE AND REPLACEMENT TO THE OWNER. EACH GUARANTEE SHALL CONFORM TO THE MINIMUM STANDARD OF REPLACING ALL MATERIAL INCLUDING LABOR, DUE TO THE SICKNESS OR DEATH OF A PLANT FOR A PERIOD OF ONE -YEAR FOLLOWING THE PLANT'S INSTALLATION. NURSERY STOCK IS NOT GUARANTEED AGAINST FLOOD, OWNER NEGLECT, VEHICULAR OR LAWN MOWER DAMAGE, STORM DAMAGE, THEFT OR ANIMAL DAMAGE (DOMESTIC OR WILDLIFE). 23. CONTRACTOR 15 RESPONSIBLE FOR THE PRESERVATION OF EXISTING LANDSCAPED AREA, DAMAGE INCURRED 15 TO BE REPAIRED AT THE CONTRACTOR'S COST. 24. TURF FOOD 10 -5 -5 OR 14-5 -5 ORGANIC FERTILIZER ('RICH LAWN' BRAND OR EQUIVALENT) SHALL BE APPLIED TO ALL NEW SEEDED AREAS PER MANUFACTURER'S SPECIFICATIONS. ♦ - - - -_ ///... / ' "� - � y w Nl y y W __--- ♦� - - - -- �� - _ - - -�- - ,� � .0'W _ W n 1 I % ` i ` i i r ` i �I Qi _ _, - -_ -- �J � __- O G / / � W 38' \ �- \ ��♦ - 1 ♦ __P � - % - � _ �{ ,��al�\ _ 12X� 1 _ 10X_ � - _ \ \ � - ___ w y �1r ... 6' iri 2 �� �- y . ��lJ 27.5' W w �->• �Q. ( oti� + +/ r . 4� - ..- /� �\ �� � .• W � W W W - +28.0' y W .-. W • � , o � :1�6��h't "II d'T,1i - NR w w W�� ` - � i - . . w W �•a M4T - -.� +29 �� ♦ � / y y w y y � ..�. .� w 7°75 EXISTING BUILDING ENVELOPE W ♦ \ \ \ .F28,5 + 7.0 27,5+ DRIV, =WAY "ATCOiF rri / W • y w W w W W _ -_ r z-w w w w - - -- - -- - - -•r.. �W -- -_ W w w�w _ - - --- -_ o_ l / / �/ +nD ♦ \ \ � � +TOW 37.5 I 24' _ -- :'N \ \\♦ \ � ♦ � _, - w _W � w - '�w w w I• w� ` i . W 2Y' /j/ W r_,± W ��= ' 23.5 '- b5 gip. +:.2.:4' . :•,,a�.'+ 0 O \mil I I +220 + 2' � r�4D. n y y r y y W W w - w W W - _ i w W W _ - W W 0' Z• - --- - - - - -�- -- _- • / / / 4� 0 13 �I w . - _ / EXIST� �.� �Ut - 2ti 0- P_ ��4 V�rL f _-, y 15' SIDE SETBACK 2o - - - - - - - - - -__ ------ - - - - - - -- L - - - - -- - � -w -- - -- - - - - -- ATURE - - - - - ------- - - - - -- - - - - - -- i AT1023.75'+ P --- - - - - -- - - - - -- ----------------- � / . ;... V.•,,. }S• • w y �- y w w - -- - - - - - --_- - -_- �• - -- - -- P L ` - "-"_- - ---- f - - - --- -- _ - - - - - - -- -}0- _ �- - �- - -- � _ PATI 1 - _ yi 'PROPOSED LIMITS 22' -Z _ { OF CONSTRUCTION _` ---------- - - - - - -- -- 5WIMMIN G +,4' DISTURBANCE FENCING - - - -- _ / -- = - - 1{3�/'" � OW '� -°•- -+ � -0- - .. +11 \ � '�!l � , � - O W .. .%� y w W si�i - - -- T - 1_- -- - - -_ -- / -��l_ �. .... •.�_y , - (�- 1:II l� / - - O O / wW w• Y\. >� W - -- -- -- - - <- - - ---- - '` EXISTING BOULDER RETAINING W 4 O O T3� � � - � - � -'sW � _ W fj�/ _ -- � - __ - - -__ - - -- � ��� -'` ►sue - - � � , 20 FRONT SETBACK PROPOSED BUILDING ENVELOPE - W 'W, w � W =) c � W W W W � �-w�W w = W � - \ y � � ?- -- .��r'''f � �. T-� � .� _ _ W�WyWy W W W WS W y PROPOSED LIMITS RR PLAN ♦ W W - _ - w- W w w w�; w 1 -- �� - _ - - -- 7 OF CONSTRUCTION MOSSIll BOULDERSBEYOND EXISTING TREE TO BE w _ - -- ♦= DISTURBANCE FENCING REMOVED (TYP.) - � �• i _ _�- - W r % PROPERTY LINE `♦ - ` -'�- --- - -� >'� \AI l MULCH PATH FOR / / _ 00 � / (50 MAINTENANCE O _x__ ------ - - - --- _� %/ / 1 ` -,1. y T - - -- so _-8-9 � ♦ / fll '..III -J) III =11u -1 'I -Ir-II Ii=1' - - - -_ i / ^I` 1 1��11�1 �llIC�I�IITg111 BROWNSTONE BOI1LDEt5 IN WATER FEATURE 'LL IN AGUATIG AREAS _ _ .45 MIL EPDM LINER NM 2 LAYERS OF 6EOlEXTILE MIX OF EWDYIINSTOlE BOULDERS SJ13 DE TO BE FIB OF VIEWS - - CONSTRUCTION DISTURBANCE INSULATION FABRIC AT BOTH 511 FROVIDE R161D FOAM AND 5LAB5 MAKE UP YEIRS AND 5HN8 ROCKS, GOWA01 TO b'-12' BROT 511LIN E AB 001E OF POIDr 7FEAM 95% BHDN STREAM COURSE AREA BELOW BOULDERS TO BE LIMITED TO BOULDER, UTILITIES, / DRAINAGE INSTALLATION AND PATHWAY ACCESS 4•-12' ERO R STAG AT SIDE. PLLOYT FOR OCCAS OVAL MO�ROGK BQILDER OR STPl.KID BRON670NE SLABS BRO46TOW BOLDER BEYOND PROPOSED LIMITS ' b'-12' BROM6TONE GOBBLE AT B070H OF STREAM AND POWs O F CONSTRUCTION HEIR STONE5 FORM SLABS, IXKE FALLS. O CQEINAOW OF BROVN5TOIE SLABS, ROWIU3PGK5 AND EROHSTONE BOLLDHtfi. DISTURBANCE FENCING L� CO. BUFF FLAGSTONE GAP STONE VENEER TO MATCH HOUSE WATERPROOF PAN TILE SLOPE TO DRAIN CMU FLA65TONE PAVING AND CONCRETE SLAB FOUNTAIN NOT TO SCALE PLARTIN6 CQE TO EDGE OF STREAM AND POW5 ON OGGA61OR NATURAL WATER FEATURE NOT TO SCALE C.OIUBINATION OF LINER R APS,FOLDS AID HYDRNILIG G381f FORGE N4TER OVER YEIRS 51136RADE TO BE FREE OF DEBRIS AND SHARP ROGCS, GOMI TO 95% BELOW STREAM MA76E .45 MIL EPDM LINER WM 2 LAYERS OF 6E0TD(11LE FABRIC, AT 80TH SIDE. PROVIDE RI61D FOAM INSULATION BELOW BaLDER5 FOR EXTRA PROTECTION ZO 10 O ZO 40 60 SG,ALE: 1 " = ZO' 8 REGESSED WALL LIGHT FX LUMINAIRE LM- 2LED-GU Q 8 BOLLARD DRIVE LIGHT TEKA BSB -2512 W 5 UNDERWATER LIGHT FX LUMINAIRE LL- ILED -BS CREE K ROAD ('50 Rpw i, 52' o - - SNOW STORAGE 8 W AREA: 650 S.F. 75 + - • • / 42' w w w 11 I PM PLANTING NOTES I$ SFEG I F I GATI ONS: I. THE PLANTING PLAN 15 DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. QUANTITIES SHOWN ON THE PLANTING LEGEND ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED WITHIN THE LEGEND(S). 2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARGHITEGT OF THE DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. 3. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT, PER MANUFACTURER'S SPECIFICATIONS, PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS BEFORE BEGINNING WORK. 4. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES 6 PESTS. 5. ALL GONTAINERIZED PLANTS NEED TO BE TO EDGE OF CONTAINER 4 HOLD ROOT BALL TOGETHER. 6. PRIOR TO PLANTING, THE IRRIGATION 5Y5TEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE MOISTENED. 7. ALL PLANT MATERIAL SHALL BE PLACED IN PITS HAVING A MINIMUM DIAMETER OF 150 PERCENT OF THE PLANTS TOTAL ROOT BALL OR CONTAINER VOLUME. 8. PERENNIAL BEDS SHALL BE BACKFILLED WITH A 3:1 RATIO OF TOPSOIL 8 COMPOST TO A DEPTH OF 8 ". 9. ALL TREES SHALL HAVE THE ROOT GROWN PLANTED 2" ABOVE THE SURROUNDING FINISHED GRADE. ALL SHRUBS SHALL HAVE THE ROOT GROWN PLANTED I" ABOVE THE 54JRROUNDINO FINISHED GRADE. 10. ALL TREES SHALL HAVE ALL TWINE OR OTHER BINDING MATERIAL REMOVED AROUND GROWN OF TRUNK. ALL TREES SHALL HAVE BURLAP AND BINDING MATERIALS PULLED BACK FROM A MINIMUM OF THE TOP ONE THIRD OF THE ROOT BALL PRIOR TO BAGKFILLIN6. 11. ALL SHRUB BEDS AND TREE WELLS WILL BE MULCHED WITH TWO (2) INCHES SHREDDED BARK MULCH THROUGHOUT ENTIRE BED. PERENNIAL PLANTING BEDS SHALL NOT RECEIVE BARK MULCH COVER, BUT BE TOP DRESSED WITH I" COMPOST. CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 12. EVERGREEN TREES 14'+ IN HE16HT AND ALL DECIDUOUS TREES ARE TO BE STAKED WITH 5 FOOT STEEL 'T' STAKES AND GUYED WITH 12 GAUGE, GALVANIZED WIRE AND 1 -1/2 INCH WIDE GREEN NYLON TREE STRAPS. STAKES ARE TO BE REMOVED 3 YEARS FROM DATE OF INSTALLATION UNLE55 OTHERWISE APPROVED BY OWNER OR LANDSCAPE ARCHITECT. 13. ALL EVERGREEN AND DECIDUOUS TREES SHALL BE PROVIDED WITH AN "EARTHEN 5AUGER" AT ITS BASE. SAUCERS ARE TO BE CONSTRUCTED HAVING A MINIMUM SHALLOW DEPTH OF FOUR (4) INCHES. SAUCERS SHALL BE INSTALLED ON DOWNHILL 51DE ONLY WHEN PLANTINGS OCCUR ON A HILLSIDE. 14. ALL NEWLY PLANTED TREES 4 SHRUBS SHALL BE FERTILIZED AT THE TIME OF PLANTING WITH 51050L MIX, ALL - PURPOSE FERTILIZER PER MANUFACTURER'S SPECIFICATIONS. FERTILIZER TO BE MIXED IN WITH BAGKFILL. 15. ALL 50D AREAS SHALL BE SEPARATED FROM ADJACENT PLANTING BEDS WITH EDGING. EDGING SHALL BE Ya" X 4" BLACK STEEL ROLL TOP, TACKED IN PLACE WITH THREE 12 INCH EDGING PINS SPACED EVENLY PER 10' SECTION OF EDGING. OVERLAP EDGING BY 14" 4 SECURE OVERLAPPING SECTIONS WITH 2 PINS. EDGING SHALL NOT PROTRUDE ABOVE SURROUNDING FINISHED GRADE BY MORE THAN Y4 ". 16. ALL PLANTING SHALL BE COMPLETED DURING THE NORMAL GROWING SEASON; NO PLANTING SHOULD OCCUR DURING INCLEMENT OR FREEZING WEATHER. 11. LANDSCAPE CONTRACTOR SHALL SUPPLY AND DISTRIBUTE COMPOST TO THE SITE. TOP501L NATIVE TO THE SITE 15 PREFERRED IF AVAILABLE. IF TOPSOIL 15 NEEDED FROM OFFSITE, THE TOPSOIL AND COMPOST ARE TO BE APPROVED BY LANDSCAPE ARCHITECT OR OWNER REPRESENTATIVE PRIOR TO DELIVERY. TILL 6" TOPSOIL 4 2" COMPOST, AND TOP DRE-55 WITH I" COMPOST FOR ALL PERENNIAL BEDS. SPREAD TOPSOIL TO A DEPTH OF 3" TO ESTABLISH ALL TURF AREAS, SHRUB BEDS, 4 TREE PLANTINGS. A DEPTH OF I" FOR ALL DISTURBED AREAS TO RECEIVE NATIVE REVE6ETATION, AND FOR THE AMENDED BAGKFILL OF ALL NEW TREES AND SHRUBS. SCARIFY EXISTING 501L SURFACE PRIOR TO THE ADDITION OF TOP501L TO FORM AN ADEQUATE BOND. FOR FIN15H GRADING, 501L SURFACE SHOULD BE A L005E M015T SURFACE. PLANTING SHOULD OCCUR WITHIN 10 DAYS OF SURFACE PREPARATION. 18. PREPARATION OF NATIVE 6RA55 AREAS WILL INCLUDE THE FOLLOWING: 18.1: EXISTING TOPSOIL FROM DISTURBED AREAS SHALL BE STOCKPILED AND RE- SPREAD WHERE POSSIBLE. 182: L005EN 501L TO A MINIMUM OF 4" DEPTH. REMOVE STONES OVER 2" IN DIAMETER, STICKS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. 183: DISTRIBUTE I" OF TOP501L TO BE CULTIVATED INTO NATIVE SOIL. 18.4: GRADE AREAS TO A SMOOTH, FREE DRAINING EVEN SURFACE WITH A LOOSE, MODERATELY COARSE TEXTURE. REMOVE RIDGES AND FILL DEPRE-55ION5 AS REQUIRED TO DRAIN. 185: ONE APPLICATION OF A DI- AMMONIUM PHOSPHATE FERTILIZER, 18 -46-0, SHALL BE BROADCAST PRIOR TO SEEDING AT A RATE OF 8 L55. PER 1000 S.F. 19. ALL D15TUR13ED AREAS TO BE REVEGETATED WITH NATIVE GRASS SEED MIX SOWN WITH THE FOLLOWING MIX AT A RATE OF 42 L55. PER ACRE: 15% GREEN NEEDLE GRASS 5% 5HEEP FESGUE 25% HARD FESCUE 30% CANADA BLUEGRASS 10% NEEDLE AND THREAD 15% THICK5PIKE WHEATC-RA55 20. MULCH ALL SEED SOWN AREAS WITH I" - 2" OF CERTIFIED WEED FREE STRAW OR HAY, ALL STRAW AREAS ARE TO BE TAGKIFIED WITH APPROVED ORGANIC TAGKIFIER AT THE RATE OF 120 LB5. / ACRE, OR HYDROMULCH. 21. ALL SEED SOWN AREAS ARE TO BE LIGHTLY RAKED Y4" INTO THE SOIL AND IRRIGATED. 22. LANDSCAPE CONTRACTOR SHALL SUBMIT THE COMPANY'S WRITTEN DOCUMENT REGARDING ITS POLICY ON PLANT GUARANTEE AND REPLACEMENT TO THE OWNER. EACH GUARANTEE SHALL CONFORM TO THE MINIMUM STANDARD OF REPLACING ALL MATERIAL INCLUDING LABOR, DUE TO THE SICKNESS OR DEATH OF A PLANT FOR A PERIOD OF ONE -YEAR FOLLOWING THE PLANT'S INSTALLATION. NURSERY STOCK IS NOT GUARANTEED AGAINST FLOOD, OWNER NEGLECT, VEHICULAR OR LAWN MOWER DAMAGE, STORM DAMAGE, THEFT OR ANIMAL DAMAGE (DOMESTIC OR WILDLIFE). 23. CONTRACTOR 15 RESPONSIBLE FOR THE PRESERVATION OF EXISTING LANDSCAPED AREA, DAMAGE INCURRED 15 TO BE REPAIRED AT THE CONTRACTOR'S COST. 24. TURF FOOD 10 -5 -5 OR 14-5 -5 ORGANIC FERTILIZER ('RICH LAWN' BRAND OR EQUIVALENT) SHALL BE APPLIED TO ALL NEW SEEDED AREAS PER MANUFACTURER'S SPECIFICATIONS. ♦ - - - -_ ///... / ' "� - � y w Nl y y W __--- ♦� - - - -- �� - _ - - -�- - ,� � .0'W _ W n 1 I % ` i ` i i r ` i �I Qi _ _, - -_ -- �J � __- O G / / � W 38' \ �- \ ��♦ - 1 ♦ __P � - % - � _ �{ ,��al�\ _ 12X� 1 _ 10X_ � - _ \ \ � - ___ w y �1r ... 6' iri 2 �� �- y . ��lJ 27.5' W w �->• �Q. ( oti� + +/ r . 4� - ..- /� �\ �� � .• W � W W W - +28.0' y W .-. W • � , o � :1�6��h't "II d'T,1i - NR w w W�� ` - � i - . . w W �•a M4T - -.� +29 �� ♦ � / y y w y y � ..�. .� w 7°75 EXISTING BUILDING ENVELOPE W ♦ \ \ \ .F28,5 + 7.0 27,5+ DRIV, =WAY "ATCOiF rri / W • y w W w W W _ -_ r z-w w w w - - -- - -- - - -•r.. �W -- -_ W w w�w _ - - --- -_ o_ l / / �/ +nD ♦ \ \ � � +TOW 37.5 I 24' _ -- :'N \ \\♦ \ � ♦ � _, - w _W � w - '�w w w I• w� ` i . W 2Y' /j/ W r_,± W ��= ' 23.5 '- b5 gip. +:.2.:4' . :•,,a�.'+ 0 O \mil I I +220 + 2' � r�4D. n y y r y y W W w - w W W - _ i w W W _ - W W 0' Z• - --- - - - - -�- -- _- • / / / 4� 0 13 �I w . - _ / EXIST� �.� �Ut - 2ti 0- P_ ��4 V�rL f _-, y 15' SIDE SETBACK 2o - - - - - - - - - -__ ------ - - - - - - -- L - - - - -- - � -w -- - -- - - - - -- ATURE - - - - - ------- - - - - -- - - - - - -- i AT1023.75'+ P --- - - - - -- - - - - -- ----------------- � / . ;... V.•,,. }S• • w y �- y w w - -- - - - - - --_- - -_- �• - -- - -- P L ` - "-"_- - ---- f - - - --- -- _ - - - - - - -- -}0- _ �- - �- - -- � _ PATI 1 - _ yi 'PROPOSED LIMITS 22' -Z _ { OF CONSTRUCTION _` ---------- - - - - - -- -- 5WIMMIN G +,4' DISTURBANCE FENCING - - - -- _ / -- = - - 1{3�/'" � OW '� -°•- -+ � -0- - .. +11 \ � '�!l � , � - O W .. .%� y w W si�i - - -- T - 1_- -- - - -_ -- / -��l_ �. .... •.�_y , - (�- 1:II l� / - - O O / wW w• Y\. >� W - -- -- -- - - <- - - ---- - '` EXISTING BOULDER RETAINING W 4 O O T3� � � - � - � -'sW � _ W fj�/ _ -- � - __ - - -__ - - -- � ��� -'` ►sue - - � � , 20 FRONT SETBACK PROPOSED BUILDING ENVELOPE - W 'W, w � W =) c � W W W W � �-w�W w = W � - \ y � � ?- -- .��r'''f � �. T-� � .� _ _ W�WyWy W W W WS W y PROPOSED LIMITS RR PLAN ♦ W W - _ - w- W w w w�; w 1 -- �� - _ - - -- 7 OF CONSTRUCTION MOSSIll BOULDERSBEYOND EXISTING TREE TO BE w _ - -- ♦= DISTURBANCE FENCING REMOVED (TYP.) - � �• i _ _�- - W r % PROPERTY LINE `♦ - ` -'�- --- - -� >'� \AI l MULCH PATH FOR / / _ 00 � / (50 MAINTENANCE O _x__ ------ - - - --- _� %/ / 1 ` -,1. y T - - -- so _-8-9 � ♦ / fll '..III -J) III =11u -1 'I -Ir-II Ii=1' - - - -_ i / ^I` 1 1��11�1 �llIC�I�IITg111 BROWNSTONE BOI1LDEt5 IN WATER FEATURE 'LL IN AGUATIG AREAS _ _ .45 MIL EPDM LINER NM 2 LAYERS OF 6EOlEXTILE MIX OF EWDYIINSTOlE BOULDERS SJ13 DE TO BE FIB OF VIEWS - - CONSTRUCTION DISTURBANCE INSULATION FABRIC AT BOTH 511 FROVIDE R161D FOAM AND 5LAB5 MAKE UP YEIRS AND 5HN8 ROCKS, GOWA01 TO b'-12' BROT 511LIN E AB 001E OF POIDr 7FEAM 95% BHDN STREAM COURSE AREA BELOW BOULDERS TO BE LIMITED TO BOULDER, UTILITIES, / DRAINAGE INSTALLATION AND PATHWAY ACCESS 4•-12' ERO R STAG AT SIDE. PLLOYT FOR OCCAS OVAL MO�ROGK BQILDER OR STPl.KID BRON670NE SLABS BRO46TOW BOLDER BEYOND PROPOSED LIMITS ' b'-12' BROM6TONE GOBBLE AT B070H OF STREAM AND POWs O F CONSTRUCTION HEIR STONE5 FORM SLABS, IXKE FALLS. O CQEINAOW OF BROVN5TOIE SLABS, ROWIU3PGK5 AND EROHSTONE BOLLDHtfi. DISTURBANCE FENCING L� CO. BUFF FLAGSTONE GAP STONE VENEER TO MATCH HOUSE WATERPROOF PAN TILE SLOPE TO DRAIN CMU FLA65TONE PAVING AND CONCRETE SLAB FOUNTAIN NOT TO SCALE PLARTIN6 CQE TO EDGE OF STREAM AND POW5 ON OGGA61OR NATURAL WATER FEATURE NOT TO SCALE C.OIUBINATION OF LINER R APS,FOLDS AID HYDRNILIG G381f FORGE N4TER OVER YEIRS 51136RADE TO BE FREE OF DEBRIS AND SHARP ROGCS, GOMI TO 95% BELOW STREAM MA76E .45 MIL EPDM LINER WM 2 LAYERS OF 6E0TD(11LE FABRIC, AT 80TH SIDE. PROVIDE RI61D FOAM INSULATION BELOW BaLDER5 FOR EXTRA PROTECTION ZO 10 O ZO 40 60 SG,ALE: 1 " = ZO' V 00 O 1q 00 PV M O n O� 00 W fV M ON � o: U O n O, W , a 0 M Q 00 W a_ 0 v M 0 Cl) 0 O O U z a J � ILL _ v x 0 m a) O O O_ d N LU (A (1) U O L. - Ct L _O O (n ® � U Z J> Sketch Plan Submittal: 15 April 2013 Final Plan Submittal: 7 May 2013 Revised Submittal: 30 May 2013 TOV Revision: 13 June 2013 90% Permit: 23 August 2013 Review: 5 September 2013 Permit: 3 October 2013 Title: PLANTING PLAN Scale: 1 - 20' Sheet: L 1 © Ceres Plus, LLC. 2013 Reviewed for Code Compliance 6� ' Code: 2009 International Residential Code (IRC) TOWN OF VAIL By M Haeberle at 11 :42 am, Oct 14, 2013 Approved by the Design Review Board TOWN Of VAIL By Warren Campbell at 2 :20 pm, Oct 14, 2013 ___ _____________ Architects, PC PO Box 7630 Avon, Colorado 81620 I � II I I e Fax (970) 949 -1017 WW W.RMTarCl1>Tteell8.COm TRIUMPH 12 Vail Road, Bull a 700 Vail, CO 81867 Tel ( 974 479 -®990 wwwAiumphdom m LC I I I I I I ee GENERAL NOTES: 1. SEE DETAIL MANUAL FOR CONSTRUCTION ASSEMBLIES. 2. F1: TYPICAL FLOOR SYSTEM AT LOWER LEVEL, UNO. 3. P1: TYPICAL INTERIOR PARTITION SYSTEM AT LOWER LEVEL, UNO 4. P5: TYPICAL INTERIOR STONE PARTITION SYSTEM AT LOWER LEVEL, UNO 5. P3: TYPICAL INTERIOR PARTITION SYSTEM AT EXTERIOR FOUNDATION WALL AT LOWER LEVEL, UNO 6. DOOR IS IN THE CENTER OF THE WALL OR SPACE, UNO. 7. SEE SPECIFICATION SECTION 07210 BUILDING INSULATION FOR CONSTRUCTION ASSEMBLY "R" VALUES 8. SEE SPECIFICATION SECTION 08550 WOOD WINDOWS FOR MAXIMUM "U" VALUES 0 4 8 12 16 24 32 � LOWER LEVEE ELOOR PLAN 3/16" = 1' -0" IMIT Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 WW W.RMTarCl1>Tteell8.COm TRIUMPH 12 Vail Road, Bull a 700 Vail, CO 81867 Tel ( 974 479 -®990 wwwAiumphdom m LC STAMP rA Q W 4� 4� V 4� P0 P0 04 V� P0 0 4� F0 PC O O O � C VIA O s O Pj ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB H 07/18/13 25% CD's 07/22/13 Spraddle Creek — Rev. 1 08/08/13 50% CD's K 09/09/13 Issue for permit 10/04/13 Re —Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Lower Level Floor Plan SHEET NAME A201 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF UAIL By M Haeberle at 11:42 am, Oct 14, 2013 Approved by the 0 .. Design Review Board TOWN OF VA I L By Warren Campbell at 2:23 pm, Oct 14, 2013 GENERAL NOTES: 1. SEE DETAIL MANUAL FOR CONSTRUCTION ASSEMBLIES. 2. F2: TYPICAL FLOOR SYSTEM AT MAIN LEVEL, UNO. 3. P1: TYPICAL INTERIOR PARTITION SYSTEM AT MAIN LEVEL, UNO 4. P5: TYPICAL INTERIOR STONE PARTITION SYSTEM AT MAIN LEVEL, UNO 5. P3: TYPICAL INTERIOR PARTITION SYSTEM AT EXTERIOR FOUNDATION WALL AT MAIN LEVEL, UNO 6. DOOR IS IN THE CENTER OF THE WALL OR SPACE, UNO. 7. SEE SPRCIFICATION SECTION 07210 BUILDING INSULATION FOR CONSTRUCTION ASSEMBLY "R °VALUES 8. SEE SPECIFICATION SECTION 08550 WOOD WINDOWS FOR MAXIMUM "U" VALUES. 0 4 8 12 16 24 32 M A N LEVEL E L O O PLAN 3/16" = 1' -0" IMI'T ARCHITECTURE Hf=ORB PLANNING Architects, PC PO Boa 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RbTanhiteds.com irr ■ 12 Vail Road, 8uibs 700 Vail, CO 81867 Tel (OM 479 980 www.triumphdevcom 14 s= *7 } • ARC, STAMP 9>0 4� W a 4� 4� 4� PC PC V� 0 4� PW •P PC PC �o 0 PC �o �o � V O q ISSUED FOR No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB H 07/18/13 25% CD's 07/22/13 Spraddle Creek — Rev. 07/25/13 Spraddle Creek — Rev. 1 08/08/13 50% CD's K 09/09/13 Issue for Permit 10/04/13 Re —Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Main Level Floor Plan SHEET NAME A2,e3 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VAIL A By M Haeberle at 11:42 am, Oct 14, 2013 Approved by the Design Review Board TOWN OF VAIL " By Warren Campbell at 2 :23 pm, Oct 14, 2013 7 E 0 �ry 0 .1 8 J WATER n 1)DN -3 ® 6" DRAIN 1 SUB. 9i 0) llz�;WATI I i 1 4.12 Vj UP" / f 3' A5.5 0 4 8 12 16 6.2, 0., 24 Sp4q N GENERAL NOTES: 1. SEE DETAIL MANUAL FOR CONSTRUCTION ASSEMBLIES. 2. F2: TYPICAL FLOOR SYSTEM AT MAIN LEVEL, UNO. 3. P1: TYPICAL,, INTERIOR PARTITION SYSTEM AT MAIN LEVEL, LINO 4. P5: TYPICAL INTERIOR STONE PARTITION SYSTEM AT MAIN LEVEL, LINO 5. P3: TYPICAL INTERIOR PARTIN SYSTEM AT EXTERIOR FOUNDATION WALL AT MAIN LEVEL, UNO 6. DOOR IS IN THE CENTER OF E WALL OR SPACE, UNO. 7. SEE SPRCIFICATION SECTION 07210 BUILDING INSULATION FOR CONSTRUCTION ASSEMBLY "R "VALUES 8. SEE SPECIFICATION SECTION 08550 WOOD WINDOWS FOR MAXIMUM "U" VALUES. A j2 AMA N LEVEL olo PLAN 3/16" = 1' -0" TMT APtCHnTzTm INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 9491017 www.Rwamhitects.com TRIUMPH CUSTOM HOMES 12 Vail Road, Bulbs 700 Vail, CO 81867 Tel ( 970) 4794690 wwwAiumphdom m STAMP 0� PC V� PC 0 4� 4� PC PC ad O O O O T=4 PC n O O � V O Pj ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB H 07/18/13 25% CD's 07/22/13 Spraddle Creek — Rev. 1 08/08/13 50% CD's K 09/09/13 Issue for Permit 10/04/13 Re —Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Main Level Floor Plan SHEET NAME A204 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VA I L By M Haeberle at 11:42 am, Oct 14, 2013 Approved by the Design Review Board TOWN ���� By Warren Campbell at 2 :23 pm, Oct 14, 2013 Z i 13 — — — 2 �- A4.2 00 r, N N 10 9 8 N i i i i i i UPPER LEVEL FLOOR PLAN 3/16" = 1' -0" x A5.4 Co ;11/ /' 1/ I a, \ zo- / S' _0" EXERCISE 0 4 8 12 16 24 32 0" �2 N O N ^ \N h O / N 0� ^ N N - 0 GENERAL NOTES: 1. SEE DETAIL MANUAL FOR CONSTRUCTION ASSEMBLIES. 2. F2: TYPICAL FLOOR SYSTEM AT UPPER LEVEL, UNO. 3. P1: TYPICAL INTERIOR PARTITION SYSTEM AT UPPER LEVEL, UNO 4. P5: TYPICAL INTERIOR STONE PARTITION SYSTEM AT UPPER LEVEL, UNO 5. P3: TYPICAL INTERIOR PARTITION SYSTEM AT EXTERIOR FOUNDATION WALL AT UPPER LEVEL, UNO 6. DOOR IS IN THE CENTER OF THE WALL OR SPACE, UNO. UPPER LEVEL FLOOR PLAN 3/16" = 1' -0" IM T IIV'P=OU PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 949 -1017 www.RMTarehitects aom TRIUM r CUS70M HOME 12 Vail Road, Suite 700 Vail, CO 81867 Tel (9M 479 -®990 www.biumphdomom 4 STAMP Ina 04 rA W l� PC PC V� PC 0 4� 1•I PC PC Cd o O o C o o O Pj ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB H 07/18/13 25% CD's 1 08/08/13 50% CD's K 09/09/13 Issue for Permit 10/04/13 Re —Issue of Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: RW CHECKED BY: RW Upper Level Floor Plan SHEET NAME A2e5 SHEET NUDGER 0 TOWN OF VAIL Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) By M Haeberle at 11:42 am, Oct 14, 2013 Approved by the Design Review Board TOWN Of V A I L I By Warren Campbell at 2:23 pm, Oct 14, 2013 23 22 21 Z 2 A4.2 R Q A4.2 P M A4.2 L A38 3 K � A4.1 H A3.3 27 � Y _\ X gg A� 3.31® I I I 1 1 1 ------------------ - - - - -- -- ------ - - - - -7 — — — — — — - -- - - - - --1 _— i -� -�- - - - - -1 - - —�jj L I I r2% 1 1 7 A4.1 L A3.1 Ci A4.1 H A3.3 LeiBIXIMi![Q9�-3 1. TYPICAL EAVE OVERHANGS ARE 3' -0" FROM FACE OF STUD, UNO. 2. TYPICAL RAKE OVERHANGS ARE 3' -0" FROM FACE OF STUD, UNO. 3. TYPICAL RAFTER SPACING IS 2' -8 ", UNO. 4. RAIN GUTTER 5. DOWNSPOUT O 6. SNOW GUARD / CLIPS 7. R1 — SHAKE ROOFING I 11 8. R2 — METAL ROOFING G F ROOF PLAN 3/16" = 1' -0" 32 IMT INTERIORS PLANNING Architects, PC PO Boa 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 9491017 www.RMTarchltect&com TRIUMPH 12 Vail Road, Suits 700 Vail, c0 81857 Tel (070) 479 4980 www.biumphdov.com t� 0� 0 �O . Lli � " 71 STAMP 4� Old INA W '' 4� 4� V 4� PC V� ^ PC 0 •F PC PC �o 0 rl�C ^ o � o O .P' ISSUED FOR No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB H 07/18/13 25% CD's 1 08/08/13 50% CD's K 09/09/13 Issue for permit 10/04/13 Re —Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: RW CHECKED BY: RMT Roof Plan SHEET NAME A2*6 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VAI L By M Haeberle at 11:42 am, Oct 14, 2013 Approved by the 0 Design Review Board TOWN Of CIA I C f By Warren Campbell at 2:23 pm, Oct 14, 2013 E i G F 1� 2 A 3.1 .5 iP 0 9 GENERAL NOTES: 1. TYPICAL EAVE OVERHANGS ARE 3' -0" FROM FACE OF STUD, UNO. 2. TYPICAL RAKE OVERHANGS ARE 3' -0" FROM FACE OF STUD, UNO. 3. TYPICAL RAFTER SPACING IS 2' -8 ", UNO. 4. RAIN GUTTER 5. DOWNSPOUT O 6. SNOW GUARD / CLIPS 7. R1 - SHAKE ROOFING III 8. R2 - METAL ROOFING ROOF PLAN. 3/16" = 1' -0" 32 IMT "CEWrZClM INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchiteeb.com EL TRIUMPH 12 Vail Road, Sulle 700 Vail, CO 81857 Tel (970) 4794=0 wwwAlumphdom m Arcn STAMP 4� W 4� 4� V 4� PC V� PC 0 •P rA� PC PC P4 Go ;04 Al FE*� FE*o 0 rEqC �o �o � V ISSUED FOR No. Date Remarb A 04 -15 -13 Spraddle Creek — Sketch 8 04 -19 -13 Revisions D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB H 07/18/13 25% CD's 1 08/8/13 50% CD's K 09/09/13 Issue for Permit 10/04/13 Re —Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Roof Plan SHEET NAME A2*7 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VA I L By M Haeberle at 11:42 am, Oct 14, 2013 Approved by the Design Review Board TOWN OF VA JI L J By Warren Campbell at 2 :24 pm, Oct 14, 2013 Y X W V T z SEE 1 /A3.1 =__" EXTERIOR ELEVATION. R/NEENE/ /W��/ I T.O. F.F 113' -11" (8535' - -8" USGS -- T.O. SUBFLOOR 113' -8" (8535' - -5" USGS T.O. F.F 102' -3" (8524' - -0" USGS T.O. SUBFL�OR 102' -0" (8523'--9" USGS) T.O. F.F 90' -3" (8512' -0" USGS T.O. CONC. 90' -2" (8511' -11" USGS GENERAL NOTES 1. SEE DETAIL MANUAL FOR CONSTRUCTION ASSEMBLIES. 2. W1: TYPICAL WALL SYSTEM BELOW GRADE DOWNHILL, UNO. 3. W2: TYPICAL WALL SYSTEM BELOW GRADE UPHILL, UNO. 4. W5: TYPICAL WALL SYSTEM, UNO. 5. WINDOW HEIGHT IS 8' -0" ABOVE FINISH FLOOR, LINO 6. TYPICAL KNEE BRACE (K.B.) IS 8X8, UNO EXTERIOR ELEVATION 3/16" = 1' -0" exe1x.dwg \ L / 3/16" = 1' -0" exe7x.dwg U T S.4 S. S Q 0 N L J H G I I I I ij ® —Wlj - - -- - -- -- - - -- - - - -- - - - -- - - -- - - -- - - - -- - - - -- - - - -- - - - -- -- _. �. ti __j mill �� �rii� �II 1�I9111�I6111�I■ 111�I9111�I■■ 11191119i■ 111�I6111�I611191■ 1�I■ 111�I ■11■19111�I■111�I■111�I6111�I�1 n�■I ■�■�■I■ ,J p X110 � � : = i�mn�mnm�inm■ - - m■mimm■nm■mm �� Im�l��mnm■mm ��Im�m��n�mm■���mn ���,� _ — � - �mn mi�n■n��lm�mm�mn��mi��m � mn�,�■mmmmm� ® � _ � i�' � _ -� VIII■ !� � 111111 m■'i""�' � mmrmm 0 ��I■rl��mi� � �mm� ® . IIII 1111111 IIII _ _� !� -�.I �- � • - ' // — —. ■ 1 I ® O■ ��� !7 III ■�� ■■ ■■ ■■ ■■ - w■ 1 ■■ 1 II � .. ■ ■ : � OI ail\ �— O = O O ■ ! I ■— IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII I IIIIIIIIIIII� _.� —I_ _I�'I_� ,� 1 , I I I I I I I I I I II I I I I ■ � 111111111111111 111111111111 11111111 I I'l , IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII �� Lo rim ■■ . EDGE . 19 � ■� �i■ -4 1/ /� I� EXTERIOR ELEVATION 3/16" = 1' -0" exe2x.dwg T.O. F.F 113' -1" (8534' -10" USGS) T.O. SUBFLOOR 112' -10" (8534' -7" USGS) T.O. F.F 100' -3" (8522' -0" USGS) _ — — _T_0_SIJBELQQR.1QQ _Q" (8521' -9" USGS) EXISTING GRADE T.O. F.F 88' -3" (8510' -0" USGS) T.O. SUBFLOOR 88' -2" (8509' -11" USGS) Iw IM T "C111TECT= EVT 0011 PLANNING Architects, PC PO Boa 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 949 -1017 wwwjwramhitects.com BMW TRIUMPH 12 Vail Road, 8uiibs 700 Vail, CO 81657 Tel (97q 479.9990 www.b iumphdwA= r �T�Iti L F, �5 SJ..e AR STAMP �■I V PC 09 04 V� PC O O 4� 4� PC PC 0 � o 0 n � � o � V ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions C 04 -29 -13 TOV — PEC D 05-07-131 Spraddle Creek — Final E 05 -13 -13 TOV — DRB F 06 -07 -13 Spraddle Creek Revised G 06 -12 -13 TOV —DRB Revisions H 07/18/13 25% CD's 07/22/13 Spraddle Creek — Rev. 07/25/13 Spraddle Creek — Rev. 1 08/08/13 50% CD's 10/04/13 Re —issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Exterior Elevations SHEET NAME A3 • SHEET NUMBER Reviewed Code: 200 TOWN OF VAI L By M Hae 0 Approved b Design Revi TOWN Of UA j L By Warren C. LINE OF EXISTING GR T.O. SUBFLOOR 100' -0" (8521' -9" USGS) EXT ER 00 ELEVAT 1' -O" exe9x.dwg ABLIES. NHILL, UNO. ILL, UNO. UNO d'Al g IMT INTERIOU PLANNING Architects, PC PO Boa 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 949 -1017 wwwJWrarchiteeb.com RIUMP 12 Vail Road, 8uft 700 Vail, CO 81867 Tel ( 970) 479-8990 www.triumphdevoom J. STAMP 4� Ana co Ina M W Old V� 0 a PC PC co O O O O 1� C O O � V O PJ ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions C 04 -29 -13 TOV — PEC D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV — DRB F 06 -07 -13 Spraddle Creek Revised G 06 -12 -13 T0V —DR6 Revisions H 07/18/13 25% CD's 07/22/13 Spraddle Creek — Rev. 1 08/08/13 50% CD's K 09/09/13 Issue for Permit 10/04/13 Re —Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: RMT CHECKED BY: RW Exterior Elevations SHEET NAME A3 • SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code TOWN OF VAIL " By M Haeberle at 11:41 am, Oct 14, 2013 Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 2 :24 pm, Oct 14, 2013 n n nn n n n n n V W X Y Z SEE 8/A3.3 1 4.16 SIM. I iLLLLLU LINE OF EXISTING GRADE IyP- EXTERIOR ELEVATION - SITE SECTION 3/16" = 1' -0" exe5x.dwg _ _ _ _ T.O. F.F 113' -11" (8535' -8" USGS) r T.O. SUBFLOOR 113' -8" (8535' -5" USGS) LINE OF EXISTING GRADE -------- - - - - -- - — - - - -- T.O. F.F 102' -3" (8524' -0" USGS) r, T.O. SUBFLOOR 102' -0" (8523' -9" USGS) 10 11 15 17 18 19 20 )E GENERAL NOTES 1. SEE DETAIL MANUAL FOR CONSTRUCTION ASSEMBLIES. 2. W1: TYPICAL WALL SYSTEM BELOW GRADE DOWNHILL, UNO. 3. W2: TYPICAL WALL SYSTEM BELOW GRADE UPHILL, UNO. 4. W5: TYPICAL WALL SYSTEM, UNO. 5. WINDOW HEIGHT IS 8' -0" ABOVE FINISH FLOOR, UNO 6. TYPICAL KNEE BRACE (K.B.) IS 8X8, UNO T.O. F.F 113' -11" (8535' -8 USGS) T.O. SUBFLOOR 113' -8" (8535' -5 USGS) T.O. F.F 100' -3" (8522' -0" USGS) T.O. SUBFLOOR 100' -0" (8521' -9" USGS) T.O. F.F 88' -3" (8510' -0" USGS) T.O. SUBFLOOR 88' -2" (8509' -11" USGS) EXTERIOR ELEVATION. 3/16" = 1' -0" EXISTING GRADE exe4x.dwg T.O. F.F 100' -3" (8522' -0" USGS) OL T.O. SUBFLOOR 100' -0" (8521' -9" USGS) T.O. F.F 88' -3" (8510' -0" USGS) T.O. SUBFLOOR 88' -2" (8509' -11" USGS) EXTERIOR ELEVATION - SITE SECTION 3/16" = 1' -0" exe11 x.dwg TMT ARCH1TECl'[TRE IIV MOU PLANNING Architects, PC PO Boa 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.11NTarchitectLeom RIUMPH C U�S !T �OM MH CO M E 5 12 Vail Road, Suits 700 Vail, CO 81867 Tel (970 4794890 wwWrIumphdilill r OF O . A � •. �T� k -7 J s• AFG STAMP lob W W V PC 0 V� PC O •F GA PC PC Fmo O O O PC � O O r••i V O q ISSUED FOR No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions C 04 -29 -13 TOV — PEC D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV — DRB K 09/09/13 Issue for Permit 10/04/13 Re —Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: RMT CHECKED BY: RW 0 Exterior Elevations SHEET NAME A3*3 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) 10 11 12 14 15 16 17 18 19 20 TOWN OF VA I L ! By M Haeberle at 11:41 am, Oct 14, 2013 Approi Design TOWN OF UAIL' By War ROAD SHOULDER PROPOSED-- RETAINING WALL PROPERTY) LINE PROPOSED RETAINING WALL RETAINING WALL T.O. F.F 113' -1" (8534' -10" USGS) T.O. SUBFLOOR 112' -10" (8534' -7" USGS) T.O. F.F 100' -3" (8522' -0" USGS) T.O. SUBFLOOR 100' -0" (8521' -9" USGS) / / / T.O. F.F 88' -3" (8510' -0" USGS) ______ ' ___________ '_ T.O. SUBFLOOR 88' -2" (8509' -11" USGS) a v 1 SST -4 I 1/2": 12 BATTER F-VTF-QI nQ F-I FWA TI nm — QI TF CF-(-`TI nNI GUARD RAIL \� I I % 3/16" = 1' -0" EXISTING � GRADE PROPOSED - RETAINING WALL PROPOSE \ – — — — — — — — — — — — — — EXTERIOR ELEVATION - SITE SECTION 3/16" = 1' -0" exe12x.dwg exe3x.dwg I— / \ I I— I \ I \ / I \ I— L— I— V I I \ J I N 3/16" = 1' -0" 23 22 21 I I \_/ I V exe6x.dwg GENERAL NOTES 1. SEE DETAIL MANUAL FOR CONSTRUCTION ASSEMBLIES. 2. W1: TYPICAL WALL SYSTEM BELOW GRADE DOWNHILL, UNO. 3. W2: TYPICAL WALL SYSTEM BELOW GRADE UPHILL, UNO. 4. W5: TYPICAL WALL SYSTEM, LINO. 5. WINDOW HEIGHT IS 8' -0" ABOVE FINISH FLOOR, UNO 6. TYPICAL KNEE BRACE (K.B.) IS 8X8, UNO IMT "C WrffZTU= HTIMOM PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 949 -1017 WWWAMTarchiteets com a ■ 12 Vail Road, Suite 700 Vail, CO 81867 Tel ( 970 4794XW wwwAiumphdev mn 0 . STAMP W PQ PC PC co V� PC 0 4� •P rA� 4� P0 PC P4 164 PEO O 0 0 O C O rT0,� r/ ]ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions C 04 -29 -13 TOV — PEC D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV — DRB H 07/18/13 25% CD's 1 08/08/13 50% CD's K 09/09/13 Issue for Permit 10/04/13 Re —Issue for Permit PROJECT NO: 124M PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Exterior Elevations SHEET NAME A3,04 SHEET NUMBER 0 rowN of VAIL Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) By M Haeberle at 11 :41 am, Oct 14, 2013 0 Approved by the Design Review Board TOWN Of VA I L By Warren Campbell at 2 :24 pm, Oct 14, 2013 SAM 2 .4 1� SECTION AT GREAT ROOM - TOV Nt. LIMIT 1/411 = 1' -011 RMT IIVTERIORS PLANNING Architects„ PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 949 -1017 ww JtAffarchitectLeom 12 Vail Road, Suite 700 Vail. c0 81867 Tel (97q 479 -®990 www iriumphdouan r { STAMP 4� C� W 4� 4� 4� PC 413 V(A PC 0 a •� PC �o 0 �C ^o �o � U O Pj ISSUED FOR No. Date Remarks A 00 /00 /00 Remarks K 09/09/13 ISSUE FOR PERMIT 10/04/13 RE -ISSUE FOR PERMIT PROJECT NO: 12406 PHASE: CD DRAWN BY: MEF CHECKED BY: MEF BUILDING SECTIONS SHEET NAME A4,*3 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TO f� By M Haeberle at 11 :41 am, Oct 14, 2013 GUARD RAIL ROAD SHOULDER SPRADDLE CREEK ROAD-x EXISTING GRADE Approved by the Design Review Board TOWN OF VA! t By Warren Campbell at 2 :24 pm, Oct 14, 2013 IIII 11 =1 I i1 I � III — (IIIIIIIII 1I -III III III = III —III III III = 1= I PROPERTY LINE III1 I I1 11 � 11 11 � 1 III11 III III —III EXISTING 20 19 19 17 16 15 14 12 11 10 III III III RETAINING WALL � III I C I III —I � I— III —III (III � - 1111111 111 I I III III III III � IIIIIIIII(IIIIIIIII 111 I 1 -III III III III — III —III III III —III — EXISTING III III III III —III III —III III III— =III RETAINING WALL -I I II I I III —(III I II I I1 I I III —III I I ICI 11= 11 111 111 I 1 =1 I I -1 111 I VIII 111 111 111 =1 I I III III III -1 111 I I —III III1 I III —I 11 111 111 111 I I -1 111 111 111 111 11f 111 ;III ,III , ,1111 111 111 111 111 111 111 I I�I 111 I 1 III — III III III III III I I III —III I I I I I I I -- -- -� I I I 1 III 1= III III III III EXISTING GRADE III III III III III III I ((IIIIIIIII i II III1 I I1 I I1 I I1 I I1 I I1 I I1 I ImoIII1 I I1 I I1 I I1 I I =� I I I- _ !- � � �w IIIIIIIIIIIIIIIII fIIIIII(IIIIIIIII R, 1 I I III III — III —III III —III I I ICI I I III III III III III III I III1 I 1 =1 111 111 I II 111 11f 111 111 111 111 111 111 111 111 11= � I " I I ' ' I -1 I � III —(III I I III —III III�I I VIII I II I IIIIIIII I I III -1111 � =1 I IIIIIIIIIIIIIf 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 = EXISTING PROPOSED III III =1 —III III III III III III III III III III III — III =Iii= GRADE GRADE -III III =III= =1 =III =1 =III =1 =III =1 =III =1 IIIIIIIII - -'I :III =(III 1 =III 11 1 III= III =1 1 III= III =1 1= III =1 1 =1 -11 -I II 11 1 111 11 11 11 1 111 11 111 11 111 11 111 11 - U%1 N, J%1 u U MA III III III III —III W3 �1 I II 111 111 I VIII 111 111 111 I II 111 I 1 =1 I I III III -1 I II 111 � IIIIIIIIIIIIII I II I I III III III — III — III —III III III —I I II I II I I _ — BUTLERS E III III III III III= III= III— IIIIIII I L III III III III III —III— PANTRY 20 III —III III III III III III —III III III —III III III III III III III III —III I 208 � ' I I1 1 11 1 11 1 11 1 11 I I -1 I I -1 1 11 1 11 I I III -1 11 =1 1 11 11 =1 1 11 I I1 I I —III- I I I _� } = I � '' I I 1 =1 I I1 I =1 I I1 11 =1 I I1 11 =1 1 11 11 =1 I I1 11 =1 I I1 11 =1 I I1 11 =1 I I1 W2 I \\ - - -_- - III —III -1111 I I III =1I I -1111 I I III =1I I III =1I I —III —III —III —III - � � � ' I I, � I I I -1 111 111 111 111 111 111 111 111 I 1 =1 I 1 =1 111 111 111 11= � � - -_ ;III III III III —III III III III —III III III III III III M F6 F6 - � -i I I1 I I =1 I I1 I I -1 I I1 I I =1 I I1 I I -1 I I1 I I -1 I I1 I I -1 I I1 I � -' � I ; � I I I— III —III (III I 1 =1 I 1 =1 111 111 111 111 111 11= � _ III III III III —III III III III III III III � - III III III III III III III III III -III =III= N -- _ - '1 111 111 I 1 =1 111 111 111 111 111 111 111 � �- =1 I I1 111 111 111 111 I 1 111 111 111 I = � - _ III III =III III III III III III III , I I I I I w GRADE =III III III III III =III THEATER HALL BEDROOM I; III III III III III III III —III- �2 113 104 109 I _I =1 11 =1 11= 11 =1 1 =1 11 =1 11 =1 11 =1 - —III��IIII II III III F, Fs _ PROPOSED I; III1 I I1 I I1 I I1 I I =1 I I1 11 =11 =1 I I =1 I I III =1 I I —III III =1 I I III1 11 I I III1 I I =1 I I1 I I1 I I III =1 I I =1 I I1 I I =1 I I III III =1 I I =1 I I1 I I III —III T�'� I I 111= = I �- U Li a MI —III III III III III III III III III III III —III —III III =1 I I —III III III III III III III III — III —III —III III =1 I I —III III III III III III —I I 1 =1 ( I I I III I I I III I I I III I I I III I I I III I I I III I I I I I I I I I III I I I III I I I I I I I I I III I I I III I I I III I I I III I I I I I I I I I III I I I III 1 1 1 1 1 1 1 III I I I III I I I III I I I III I I I III I I I I I I I I III I I I III I I I III I I I III I I I III I I I III I I I III I I I III V I I I III I I I III I I I III I I I III I I I I I I I I III I I I I� I I IITrIh I1 111 111 111 111 111 111 111 111 111 111 111 I 1 =1 I II 111 111 I 1 =1 111 111 111 111 111 111 111 111 111 111 111 I 1 =1 I II 111 111 I 1 1 111 111 111 111 111 111 I I -1 111 11= � III III III —III III III III III III III — III — III —III III III -1 I I —III III III III III III III III III III — III — III —III III III -1 I I —III III III III III III1 I I III III —III1 I I � � � - III III III III III III III III III -III —III— III— III— III III III III III III III III III III III III -III —III— III— III— III III III III III III III III III III III III -III- =III- III_ III= III _ III= III= III_ III= III III III III- III= III - III= III= III= III= III= III - III - III - III - III - III III- III III- III - III - III - III= III= III - III= III= III - III= III= III III =III= 11 =U I � ,1111 I I � � I I I1 I I, � � I I I =1 I I � � � I I I1 I I �� � I I I1 1 11 1 11 I I � � � I I I1 1 11 11 =1 PROPOSED RETAINING WALL PROPOSED GRADE PROPERTY LINE EXISTING RETAINING WALL EXISTING RETAINING WALL �I���IIII�IIII III 1II -1I I- 11 I II 111 1 I VIII 1I 11 111 I 1 =1 IIIIIII 1I III1 I I1 I I -III_ 1 I IIII1 11= 1111111111117 -11111 T.O. F.F 100' -3" (8522' -0" USGS) T.O. SUBFLOOR 100' -0" (8521' -9" USGS) T.O. F.F 88' -3" (8510' -0" USGS) T.O. SUBFLOOR 88' -2" (8509' -11" USGS) GENERAL NOTES: T.O. F.F 100' -3" (8522' -0" USGS) T.O. SUBFLOOR 100' -0" (8521' -9" USGS) T.O. F.F 88' -3" (8510' -0" USGS) T.O. SUBFLOOR 88' -2" (8509' -11" USGS) PROPOSED RETAINING WALL GUARD RAIL ROAD SHOULDER SPRADDLE CREEK ROAD SEE DETAIL MANUAL FOR CONSTRUCTION ASSEMBLIES. SEE SPECIFICATION SECTION 07210 BUILDING INSULATION FOR CONSTRUCTION ASSEMBLY "R" VALUES IM T INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 WWW*Rhffareh1tedLeoM TRIUMP 12 Vail Road, Suite 700 Vail, c0 81857 Tel ( 974 479 -®990 wwwAiumplwlev oom `= 014 O . �T.I 1. STAMP W 4� 4� l� PC PC co V� ^ P0 O PI PC P0 co � O O O o TONI C ^ o `IIIIIO o V O Pj ISSUED FOR: No. Date Remarks A 04/15/13 Spraddle Creek — Sketch D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB H 07/18/13 25% CD's 1 08/08/13 50% CD's K 09/09/13 Issue for Permit 10/04/13 Re —Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: RMT CHECKED BY: RMT Building / Site Sections SHEET NAME A4,01 SHEET NUMBER �l� TINIi�C II SPRADDLE CREEK ROAD— ROAD SHOULDER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF UA { L By M Haeberle at 11:41 am, Oct 14, 2013 Approved by the Design Review Board TO WX O F VA �I L By Warren Campbell at 2:24 pm, Oct 14, 2013 I I I EXISTING I RETAINING WALL EXISTING RETAINING WALL PROPERTY LINE EXISTING GRADE EXISTING GRADE EXISTING GRADE T19 18 17 16 13 10 9 8 7 SEE - 1 O/A3.4 EXISTING GRADE PROPOSED RETAINING WALL PROPOSED GRAD 25 ( 4) 23 13 10 9 8 7 FLAT SEAM COPPER ROOFING I I _T�� LV Ll�---Y U�q 522' -0" USGS) 521' -9" USGS) 510' -0" USGS) 09' -11" USGS) 12X TIMBER HEADER GENERAL NOTES: 1. SEE DETAIL MANUAL FOR CONSTRUCTION ASSEMBLIES. 2. SEE SPECIFICATION SECTION 07210 BUILDING INSULATION FOR CONSTRUCTION ASSEMBLY "R" VALUES ,-)/ie = i —U bds3x.dwg T.O. F.F 90' -3" (8512' -0" USGS) �, T.O. CONC. 90' -2" (8511' -11" USGS) IMT IIwnmow PLANNING Architects, PC PO Box 7630 Avon, Cobrado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www2warchitects.com RIUMPH 12 Val Road, Sulle 700 Vail, CO 81667 Tel ( 9701 479419®0 wwwAiumphdev oom IL LL LLLiLL_LU_LLLUA]LL II II LLL I ILIL ld STAMP W 0 all W W PW V P0 PC C4 04 V� PC 0 PW �II��II�LIIL P0 P0 � O O � o O O � V O Pj ISSUED FOR: No. Date Remarllu A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions C 04 -29 -13 TOV — PEC D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV — DRB F 06-07-131 Spraddle Creek Revised G 06 -12 -13 TOV —DRB Revisions H 07/18/13 25% CD's 1 08/08/13 50% CD's K 09/09/13 Issue for Permit 10/04/13 Re —Issue for Permit I PROJECT NO: 12406 PHASE: CD DRAWN BY: PIW CHECKED BY: RMT Building / T.O. F.F 113' -11" Sections (8535' -8" A4,02 USGS) T.O. SUBFLOOR 113' -8" (8535' -5" USGS) �I �I 6XF TIMBER / RAFTER 11 Lr SEE MOSS RC STONE CK NEER I I M BEDROO 227 W4 4" STONE CAP W4 —SEE — WROUGHT IRON \ -- — 7 2/A4.1 I� RAILING 4" STONE SILL I _ T.O. F.F 102' -3" (8524' -0" USGS) L _ —� — T.O. SUBFLOOR 102' -0" (8523' -9" USGS) 12X TIMBER HEADER GENERAL NOTES: 1. SEE DETAIL MANUAL FOR CONSTRUCTION ASSEMBLIES. 2. SEE SPECIFICATION SECTION 07210 BUILDING INSULATION FOR CONSTRUCTION ASSEMBLY "R" VALUES ,-)/ie = i —U bds3x.dwg T.O. F.F 90' -3" (8512' -0" USGS) �, T.O. CONC. 90' -2" (8511' -11" USGS) IMT IIwnmow PLANNING Architects, PC PO Box 7630 Avon, Cobrado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www2warchitects.com RIUMPH 12 Val Road, Sulle 700 Vail, CO 81667 Tel ( 9701 479419®0 wwwAiumphdev oom O{ O zO . a ld STAMP W 0 all W W PW V P0 PC C4 04 V� PC 0 PW P0 P0 � O O � o O O � V O Pj ISSUED FOR: No. Date Remarllu A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions C 04 -29 -13 TOV — PEC D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV — DRB F 06-07-131 Spraddle Creek Revised G 06 -12 -13 TOV —DRB Revisions H 07/18/13 25% CD's 1 08/08/13 50% CD's K 09/09/13 Issue for Permit 10/04/13 Re —Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: PIW CHECKED BY: RMT Building / Site Sections SHEET NAME A4,02 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF MAKI By M Haeberle at 11:41 am, Oct 14, 2013 0 Approved by the Design Review Board TOWN OF VA l L By Warren Campbell at 2 :25 pm, Oct 14, 2013 g,-,- 13 3 V 4 T A5.2 A5.2 i N r � I M _ n I I e 00 4' -0" 4.. 1._0.. 4.. FF 100' -3" 5.02 DN 2R I ® 6" EACH DN 12R ® 6" EACH I — 0 0 N N I 0 I I a I r 0 I N O_ I N N I 7 O N 0 I 0 I N 0 I N L 10" 1' -2" 3 U A5.2 0 DN 8R ® 6" EACH 1 5.04 FF 89' -3" 0 IF 4' -0" 4 A5.2 SELF CLOSING . SELF LATCHING 48" TALL GATE, WITH MAGNA LATCH �IIz 1 5.01 0 1 I 5.02 LO 13 z ^ 0) O) I 0) I N O I N MAIN LEVEL DECK STAIR PLAN N.T.S. dt11x.dwg 3 A5.2 -I FF 103' -0" I LO 0 co I LOWER LEVEL DECK STAIR PLAN N.T.S. dtl1 x.dwg IM T INTERIORS PLANNING ' Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 949 -1017 wwwMAITarchitects com TRIUMP U SL _r 0 " " 0 N r 5 Lk- 12 Vail Road, Sulbs 700 Vail, c0 81867 Tel ( 970) 479 -9890 www.b1lumphdev =n :!T—L k ro STAMP U PC Al VrA VA PC 0 4� PW PC PC 0 O O O ,0 � O O ISSUED FOR No. Date Remarks A 04/15/13 Spraddle Creek — Sketch D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB H 07/18/13 25% CD's 1 08/08/13 50% CD's K 09/09/13 Issue for Permit 10/04/13 Re —Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: PlAff CHECKED BY: RW Enlarged Deck Stair Plans SHEET NAME A5,e I SHEET NUMBER `t 3/4' = 1' -0" dtl1x.dwg dwg T.O. GRADE 89,-3 " T.O. GRADE 89'-3""r IMT ARCEIMMMUM INTERIORS PLANNING Architects, PC PO Boa 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 949 -1017 www.RMTarchitects.com "TRIUMPH 12 Vail Road, Suits 700 Vail, CO 81667 Tel ( 974 47949980 wwwAiumphdav oom 71 4 4.� s A STAMP 4� W V PC 44 V� PC 0 4� • �■■� Q 4� PC po 0 �o �0 o 0 �o �o Ion) V O pj 404 ;;0. ISSUED FOR: No. Date Remarks A 04/15/13 Spraddle Creek — Sketch D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB H 07/18/13 25% CD's 1 08/08/13 50% CD's K 09/09/13 Issue for Permit 10/04/13 Re —Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: RMT CHECKED BY: RW Enlarged Stair Sections SHEET NAME A502 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) j� By M Haeberle at 11:40 am, Oct 14, 2013 SHAPED WOOD TOP RAIL I" TWISTED METAL PICKET CUSTOM METAL PICKET 6" DIA. MAX OPENING IX2 METAL BOTTOM RAIL 4XCUSTOM SOLID WOOD TREADS M VARIES STAIR SECTION FINISI -;ED WOOD FLOOR RECESSED CLASS MALL 3" WOOD CURB 48" CURVED CLASS DOOR III _ 11 -0II H 5' -6 1/2" BUILT -IN Approved by the Design Review Board TOWN OF VA I L) By Warren Campbell at 2 :25 pm, Oct 14, 2013 PAIR OF WOOD STRUCTURAL STRINGERS, CUSTOM STEAL TREAD PAN THROUGH BOLT TO STRINGERS m CALL �6l�TOP1 — � 18 / PHONE ' BELOW <V 4' - ( I I KJ N Ln -� X12" CLASS o c Q, ELEVATOR I' -lm 1/4" SEGMENTED GATE CALL BUTTONS STONE VENEER �1 E L E VA T 0 IR - 10 3 / 1/211 - 11 =0II = ALAN N ELEVATOfR - 103. 1 /21I = 1' =01I = ELEVATION 17 1 5TAIIR - 201 _ I II -)-1/21, = 1 -O - West elevati ®n I" Tl C U MAIN STAIR - 201 1/21' - 1'-0IL - South elevati®r nE RAILING 8X8 POST QL A1 MAIN STAIR - 201. i 1„1,41N LEVEL = 1/211 = 11=01I T loll ;�1 MAIN STAIR 201 !--� LOUJEF, LEVEL - 1/21I = 11 -0II AVERT CAL CIRCULATION 3/16" = 1' -0" IM T IIVTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 949 -1017 www.RMTarchltect&eom TRIUMPH 12 Vail Road, Me 700 Vail, CO 81857 Tel ( 974 4794=0 wwwAlumphdov.mn :E 0 �I�fa�l .13? x )kRG STAMP rA W W PC PC co V� n PC 0 a� •� 164 PC PC 0 � o 0 C o �o 0 o q ISSUED FOR: No. Date Remarks A 00 /00 /00 Remarks K 09/09/13 ISSUE FOR PERMIT 10/04/13 RE -ISSUE FOR PERMIT PROJECT NO: 12406 PHASE: CD DRAWN BY: MEF CHECKED BY: MEF VERTICAL CIRC. SHEET NAME A5,e3 SHEET NUMBER TOWN Of a C / / / / / / / Woo[) SURROUND COVE LIGHTING Architects, PC 4' - 6" 1'_2" 21 -211 Tel (970) 949-0916 Fax (970) 9491017 www.RMTarchitechwom RIUMPH O Vail, c0 81867 Tel ( 974 4794M www.trlumphd@v.=n STONE VENEER STONE TREAD STAIR :ONSTRUCT I ON rq $':K II. FULL HT. STONE Cl UNDER STAIRS OPEN STORAGE UNDER STAIRS r,1 ROTUNDA STAIR - 219 "0000' % ST ,4IF SECTION - 1/211 i 11-011 �1 1FROTUNDA STAIR - 219 1/211 = 1' =011 = SECTION T.O. FINISHED FLOOR 1001-31, T.O. FINISHED FLOOR N @L� N WT STONE T =c A n c, R C �1 R &TAlfR 11 o 219 AVERT CAL CIRCULATION 3/16" = 1' -0" IMT Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 9491017 www.RMTarchitechwom RIUMPH 12 Vail Road, Suits 700 Vail, c0 81867 Tel ( 974 4794M www.trlumphd@v.=n rq $':K II. STAMP 4� Old �I V� n •P rA � o 0 O !� C O O ISSUED FOR No. Date Remarks A 00 /00 /00 Remarks K 09/09/13 ISSUE FOR PERMIT 10/04/13 RE -ISSUE FOR PERMIT PROJECT NO: 12406 PHASE: CD DRAWN BY: MEF CHECKED BY: MEF INTERIOR STAIRS SHEET NAME A5,04 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN Of VAIL By M Haeberle at 11:40 am, Oct 14, 2013 E 60AMI �5 `. I Y=FI I\ ./I—LS I I u I v — I/ I = I -x-11 (g)- 5 PQ GAFRAGE STS f R - 211 � STAIR PLAN UPPER LEVEL - I/2" = I1_0" E 3' -10" 4' -4 1/2" 6 e e a ed ae d e e d a d e ' - - - - - - - - - m ti 2 \\ °aa II II e II I a' a �I F uP 5 'Z2 60. 62 i- __— II II II II II II II II II II II II II II II II _ —___� II II II II II II II II PO Box 7630 r I Fax (970) 949 -1017 II II II II II II II II II II II II II II II II II II II II II II II II 12 Vail Road, Suite 700 I I CAGE #3 I I www.tflumphd@v.=n II II II II II II I X (o C)F 4a . $T7 i J I I I I -� AR� I 4� I --__-- -_ —__� I PQ - -I - -� I I I 4� PC PC Co 04 V� ^ C� PC C� - � o !■■( C I CAGE #2 .N V ISSUED FOR 4' x (o' Date Remarks I I 00 /00 /00 Remarks I I ISSUE FOR PERMIT I I 10/04/13 RE -ISSUE FOR PERMIT I I I I I I I I I I I I PROJECT NO: 124(6 PHASE: CD DRAWN BY: MEF GAGE #1 INTERIOR STAIRS SHEET NAME RE -CYCLE I SHEET NUNIBER i 4 X (o � I L_ — — _J I r_ I I I T ASH I I I I L� - -- - I -_j GARAGE STAIR - 0 p. G 211 STAIfR ALAN 1„1,4IN LEVEL = 1/2" VERTICAL CIRCULATION 3/16" = V -0" TMT IIVT 01W PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchiteds.com TRIUMPH s M H • M ES 12 Vail Road, Suite 700 Vail, CO 81857 Tel ( 97Q 4794M www.tflumphd@v.=n C)F 4a . $T7 i -� AR� STAMP 4� Ion) 0 W PQ 4� V 4� PC PC Co 04 V� ^ C� PC C� � o !■■( C ^ o o .N V ISSUED FOR No. Date Remarks A 00 /00 /00 Remarks K 09/09/13 ISSUE FOR PERMIT 10/04/13 RE -ISSUE FOR PERMIT PROJECT NO: 124(6 PHASE: CD DRAWN BY: MEF CHECKED BY: MEF INTERIOR STAIRS SHEET NAME A5e5 SHEET NUNIBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) W �� � L By M Haeberle at 11:40 am, Oct 14, 2013 Z 27 / 26 25 o i 24 10 A3.4 N h 0 23 0 22 N \ O 21 ;/ O / �_0" 2 A4.2 ' 2" Y X 9 i;�.3 6'-0. 22•1 vi 10; \ / 6',0„ 10,-5 , I I RCP - GENERAL NOTES: C1. PAINT ON NAND TROWELLED DRYWALL ON 5/8" GYPSUM BOARD ON WOOD FRAMING C2. MILDEW RESISTANT PAINT ON 5/8" WR GYPSUM BOARD ON WOOD FRAMING, RE: PLANS C3. TNINSET SPECIFIED TILE ON CEMENT BACKERBOARD ON WOOD FRAMING, RE: PLANS G4. SPECIFIED 1X6 TONGUE AND GROOVE WOOD CEILINGS ON WOOD FRAMING, RE: PLANS C5. PAINT ON NAND TROWELLED PLASTER ON 5NAPED WOOD FRAMING GONTINOU5 ARCHED / SLOPED (TO MATCH STAIR) Cho. 1X(o TONGUE AND GROOVE "SQUARE" GROOVE GEDAR PLANKS ON ROOF FRAMING, RE: PLANS V TR Q 14' -5 1/4" 4. I I I 211,1 1/4.. I I I I I I I I o I � I I � I I I I N I I I I I I I I I I I I 5' -8" 7' -0 1/2" 2' 1 1 / ,> 1 -6„ 23' -7 1/4" U ) (T) (S.4) (S.2) ( S I I I 41'41' A4.2 P M A4.2 76' -7 1/2" 17' -0" _ 20' -1 1/2" _ 12' -0 1/2- 1110 3/4" I� v o 18' -4" 2' -11 1/4" 8 1 L A3.3 K J A4.1 L 11' -0" 21� -8 3/ „ 13' -8 3/4" I I I I I I I I I I � I I I I I 13' -8 3/4" 1 'f 76' -6" A4.2 0 N A4.1 �L A3.1 J A4.1 13' -8 3/4" W 7 /7� T r ME �W.j qw] 0 nFEW w/ 107 I I I I I I I 17' -9 1/4" A3.3 G F NORTH LOWER LEVEL REELECTED CEILING PLAN 3/16" = 1' -0" L A: TMT ARCH1TECl'URE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 WWWAAff Clt)T1 S.com 12 Vail Road, Suits 700 Vail, CO 81867 Tel (97q 4799980 wwWrIumphdev oom A. C)F. C LT =M ,e R STAMP 4� Ina C� rA W 4� V PC PC co V� PC 0 •P 4� PC PC 0 �o 0 PC n O O � V Pj ISSUED FOR No. Date Remarlm K 09/09/13 ISSUE FOR PERMIT 10/04/13 Re -Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: Nffy CHECKED BY: WY LOWER LEVEL RCP SHEET NAME A6e SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VA I L By M Haeberle at 11:40 am, Oct 14, 2013 v 111 - -1„ 2 A4. 1 2" sPlziN� 10' , X1/2., RCP - GENERAL NOTE& CI. PAINT ON HAND TROWELLED DRYWALL ON 5/8" GYPSUM BOARD ON WOOD FRAMING C2. MILDEW RESISTANT PAINT ON 5/8" WR GYPSUM BOARD ON WOOD FRAMING, RE: PLANS C3. THINSET SPECIFIED TILE ON CEMENT 5ACKER5OARD ON WOOD FRAMING, RE: PLANS 04. SPECIFIED IX6 TONGUE AND GROOVE WOOD CEILINGS ON WOOD FRAMING, RE: PLANS C5. PAINT ON HAND TROWELLED PLASTER ON SHAPED WOOD FRAMING CONTINOUS ARCHED / SLOPED (TO MATCH STAIR) C(o. IX�o TONGUE AND GROOVE "SQUARE" GROOVE CEDAR PLANKS ON ROOF FRAMING, RE: PLANS X 9 A3.3 22',S W 1�2., I I I I v I I I I I I I I I I I I I I I I I I I I I I a I � I I 4 8 1 R 3 P M Q A4.2 A4.2 L A3.3 K A4.1 fi 76' -7 1 /2" 14' -5 1/4 17' -0" 20' -1 1/2" 112' -0 1/2 11,_0" 2' -8 3/4" 13' -8 3/4" r— I I I I I I I I I I I 1 TIMBER TRELLIS-/ I I I I I I iv \ I I N I I I I I I I I I I I I I I I I I 2' 1 1 / 1' -6" 23' -7 1/4" 1 16' -4" 1 1_ 41' -6" U) (T S 0 t- I I 7 T 18 / EA 14 POINT 12 I \ I 11 I I I 10 I I I I I I I I ! 01 NORTH M A N- W LEVEL REFLECTED CEILING PLAN 3/16" = 1' -0" IM IUORB PLANNING Architect4 PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 949 -1017 ww rMAffarchitectLeom RIUMR s ■ 12 Vail Road, Suite 700 Vail, CO 81857 Tel ( 970) 479490 wwwAdumphdwA= f ti� A FG STAMP 4) 1W co INA W ILI a� PC PC co V� ^ P0 O 4� PC P0 co � O O � o 7=4 C ^ o � o ISSUED FOR No. Date Remarks K 09/09/13 ISSUE FOR PERMIT 10/04/13 Re —Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: MEF CHECKED BY: MEF MIAN -W LEVEL RCP SHEET NAME A6,02 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VAI t By M Haeberle at 11:40 am, Oct 14, 2013 H 7 A3.3 I I ffE 1 �T AT _ f / / / / / 12 rn I L6 i I \ 2 I I \ o I I I I I \ I / 1 2 I I A3.1 I / I K4 17' -9 1/4" J. A.5 H A3.3 G F / / / / / / NORTH M A N- E LEVEL REFLECTED CEILING PLAN 3/16" = 1' -0" IM T ARCHITECTURE Rfr=OM PLANNING Architects, PC PO Box 7630 i Tel (970) 949-0916 Fax (970) 9491017 www.RMTarchltect com I 12 Vail Road, Suite 700 Vail, CO 81867 Tel (970) 4794M wwwAllumphdov wn C14 STAMP WPIC , 4� 4� I 4� V� ^ PIC f O SPRINCs POINT 4� _ f / / / / / 12 rn I L6 i I \ 2 I I \ o I I I I I \ I / 1 2 I I A3.1 I / I K4 17' -9 1/4" J. A.5 H A3.3 G F / / / / / / NORTH M A N- E LEVEL REFLECTED CEILING PLAN 3/16" = 1' -0" IM T ARCHITECTURE Rfr=OM PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 9491017 www.RMTarchltect com 12 Vail Road, Suite 700 Vail, CO 81867 Tel (970) 4794M wwwAllumphdov wn STAMP WPIC 4� 4� 4� V� ^ PIC O 4� 0P rA PC P4PC C� PEO � O O O o ^ o � o ISSUED FOR No. Date Remarks K 09/09/13 ISSUE FOR PERMIT 10/04/13 Re -Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: MEF CHECKED BY: N EF MIAN -E LEVEL RCP SHEET NAME A6,e3 SHEET NUNIM" V r Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VA l Z # By M Haeberle at 11:40 am, Oct 14, 13 R Q 14' -5 1/4" I I �I A4.2 P M A4.2 76' -7 1/2" 17' -0" 20' -1 1/2" 112' -0 1/2" I I I I I I I I I I A I I ' I I I I I I I I I I I I I I I I 1 I Ag.3 K J A4.1 H A3.3 21 -8 3/ I 13' -8 3/4" I I I I I I I A —' I I I I I I I I I I I I I I I 20 J 0 - - I I o ' A I 0 17 I I \ 16 I I ° �t \ I I I I 15 o I I 14 I I I I I I I I I I I I I I I I I I I I E SPRING POINT I RCP - GENERAL NOTES: C, I C1. PAINT ON NAND TROWELLED DRYWALL ON 5/8" GYPSUM BOARD ON WOOD FRAMING I i� C2. MILDEW RESISTANT PAINT ON 5/8" WR GYPSUM BOARD ON WOOD FRAMING, RE: PLANS C3. THINSET SPECIFIED TILE ON CEMENT BACKERBOARD ON WOOD FRAMING, RE: PLANS 12 C4. SPECIFIED 1Xro TONGUE AND GROOVE WOOD CEILINGS ON WOOD FRAMING, RE: PLANS \ I C5. PAINT ON HAND TROWELLED PLASTER ON SHAPED WOOD FRAMING \ I GONTINOUS ARCHED / SLOPED (TO MATCH STAIR) 11 Cio. IXro TONGUE AND GROOVE "SQUARE" GROOVE \ °\ CEDAR PLANKS ON ROOF FRAMING, RE: PLANS T I o) I — 10 I I I I I I I 2 I A3.1 01 �D C B .5 A / 2 8.. OL / PEAK F OL PEAK 126' -2" / / 2 / 1 / 0 DECORATIVE rn i TRUSS ELEVATION - D 1/211 11-011 r ,455AGE Foote ^�N h NORTH UPPER LEVEL REELECTED CEILING PLAN 3/16" = 1' -0" N/ RMT ARCEr1TZ = INTERIORS PLANNING Architects, PC PO Boa 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitectLeom 19 RIUMPH r M H r M ES 12 Vail Road, Suits 700 Vail, c0 81867 Tel ( 974 479 -®990 wwwAlumphdou m r OF C ,I R r ,] 71 fa RG STAMP 4� W V PC ad V� P0 O 4� PC PC go 04 � O O O o PC n O O � V O .P' ISSUED FOR: No. Date Remarks K 09/09/13 ISSUE FOR PERMIT 10/04/13 Re -Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: MEF CHECKED BY: MEF UPPER LEVEL RCP SHEET NAME A604 SHEET NUNIBER Reviewed for Code Compliance 0 ' Code: 2009 International Residential Code (IRC) TOWN OF VA I L By M Haeberle at 11:39 am, Oct 14, 2013 STRUCTURAL R= AM SPRING POINT SPRING FOINT 113' -3" STRUCTURAL RC AM ",,� tRUSS ELEVATION - A I" % 1/2" = 1' -0" STRUCTURAL M= AM ;,1 MUSS ELEVATION - A.] 1"- IJ 1/211 = r_011 M= AM ;..1 STRUCTURAL M= AM 71RU55 ELEVATION - C '%� % 1/2" = 1' =0" 4 -1 ., 2 - ,, I , 11 TRUSS ELEVATION - A.2 RCP TRUSS DETAIL 3/16" = V -0" TMT ARCH1TECl'URE INTERIORS PLANNING Architects, PC PO Boa 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchltectLeom TRIUMPH 12 Vail Road, Sulbs 700 Vail, CO 81867 Tel ( 970) 479.9990 www.triumphdev =n { 40 . I T -K `. o�R r STAMP V C� V� 0 4� PC PC co O O O PC O � V O Pj ISSUED FOR: No. Date Remarb K 09/09/13 ISSUE FOR PERMIT 10/04/13 Re —Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: MEF CHECKED BY: MEF TRUSS DETAIL RCP SHEET NAME A6e5 SHEET NUNNIMM Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VA I L I By M Haeberle at 11:39 am, Oct 14, 2013 \ \ ELECTRICAL LEGEND IIVTERIOU PLANNING Architects, PC DESCRIPTION 1Y DUPLEX CONVENIENCE OUTLET m (3F1 DUPLEX CONVENIENCE OUTLET - GROUND FAULT INTERUPT AG DUPLEX CONVENIENCE OUTLET TED Q(f11 WP DUPLEX CONVENIENCE OUTLET - WEATHERPROOF ® FLOOR MTD. DUPLEX CONVENIENCE OUTLET HALF - SWITCHED CONVENIENCE OUTLET 9 SPECIAL POWER OUTLET SWITCH 3 -WAY SWITCH 4 -WAY SWITCH O RECESSED LED LIGHT FIXTURE STAMP WALL WASHING /SPOT LED LIGHT FIXTURE PER OWNER 4) CEILING MTD. LIGHT FIXTURE W FLOOR MTD. LIGHT FIXTURE EXTERIOR WALL MOUNTED LIGHT FIXTURE EXTERIOR SURFACE MOUNTED IGHT FIXTURE V EXTERIOR RECESSED LIGHT PIXTU I� PC WALL SCONCE 0_ UNDER - CABINET LIGHT X EXTERIOR PATH LIGHT ® CARBON MONOXIDE DETECTORS TELEPHONE OUTLET d TELEVISION OUTLET PC EXHAUST FAN THERMOSTAT Q JUNCTION BOX = ELECTRICAL PANEL PC n O SMOKE DETECTOR 0 GARAGE DOOR OPENER r COVE LIGHTING PER DETAIL ® SPEAKER - WHOLE HOUSE SOUND SYSTEM GENERAL NOTES: 2 r13 r4 7 )A4.2,1 R Q A4.2 P M L K J H 2" Y 76' -7 1/2" "�.._. X 14' -5 1 /4" 17' -0" 20' -1 1/2" 12' -0 1/2" 11' -0" 21 -8 3/t 13' -8 3/4" \ 10'�S Fil`lV NAAI IVIVHL (.VVrzo Aki (/tiVlNAN(.CO. 2. OUTLETS TO BE LOCATED HORIZONTAL AND CENTERED IN BASE BOARD m 6" A.F.F. TO CENTER OF FIXTURE EXCEPT AS FOLLOWS: t1)Ae CONVENIENCE OUTLET ABOVE COUNTER TOP AND I5ACK5PLA5H. 'Fr -0• CONVENIENCE OUTLET 42" A.F.F. 3. COORDINATE KITCHEN POWER STRIP WITH OWNER AND PER SPEC -POWER STRIP TO BE LOCATED ON UNDERSIDE OF UPPER CABINETS. 4. PROVIDE .Fl OUTLETS IN EVERY VANITY ® ONE SINK IN CABINET 5. OUTLETS ABOVE VANITIES TO BE VERTICAL WITH CENTERLINE AT 46" AFF EXCEPT AT NOTED. VERIFY WITH INTERIOR DESIGNER IN ADVANCE. 6. VERIFY ALL APPLIANCE ELECTRICAL LOADS WITH SPECS IN ADVANCE. 1. SWITCHES TO BE LOCATED 42" ABOVE FINISH FLOOR, UNLESS OTHERWISE SPECIFIED. IN AREAS THIS IS NOT POSSIBLE, CONSULT WITH ARCHITECT. 8. MONITORED FIRE SPRINKLER SYSTEM NFPA -13D PER TOWN OF VAIL S. MONITORED FIRE ALARM SYSTEM PER TOWN OF VAIL 10. PROVIDE CARBON MONOXIDE DETECTORS THROUGH OUT THE HOUSE PER 8315. CARBON MONOXIDE DETECTORS WILL BE CONNECTED THE ALARM SYSTEM. 11. COORDINATE ALL MECHANICAL AND ELECTRICAL EQUIPMENT. 12. PROVIDE J -BOX FOR HEAT TAPE LOW ON WALL ® ALL DOWNSPOUT LOCATIONS PER ROOF PLAN. 13. COORDINATE WITH OWNERS IN ADVANCE ALL FIXTURES. 14. 15% OF LIGHTS TO COMPLY WITH INTERNATIONAL ENERGY CONSERVATION CODE (HIGH EFFICACY) 15. ALL LIGHTS AT SHOWERS AND TUBS TO HAVE GASKETED LENS. 16. SWITCHES NOT SHOWN ON THE PLANS, SWITCHES TO BE COORDINATED WITH A/v CONSULTANT AND LIGHTING CONTROL SYSTEM, SWITCHES TO BE PLACED PER CODE. EXTERIOR GENERAL NOTES: A. WALL SCONSES TO BE MOOUNTED AT V -0" AFF, UNLESS OTHER WISE NOTED B. RECESSED EXTERIOR CAN LIGHTS AT ENTRY. C. STEP LIGHTS TO BE INSTALLED AT 18" AFF, UNLESS OTHERWISE NOTED. D. ROUGH IN FOR (3) INFRATECH INFRARED HEATERS AT BBQ. / I I ELECTRICAL METER LOCATIONS I — I I I N I I 5'_8" 1 7' -0 1/2" 2' 16'- 4" U T S.4 S.2 S 23'-7 1/4" 1 17' -10 3/4" 41' -6" 3 Q A4.2 F \ 18'-4" i PLANS FOR LANDSCAPE LIG=HTING 1/4" I 13' -8 3/4" 76' -6" A3.1 NA 13' -8 3/4" \ I 17' -9 1 /4' H 7 A3.3 t i• LOWER LEVEL SCHEMATIC LIGHTING PLAN 3/16" = 1' -0" TMT IIVTERIOU PLANNING Architects, PC i Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTanhitecfs.com ■ a r M H • 12 Vail Road, Sulbe 700 Vail, CO 81667 Tel ( 970 4794XW wwwAlumphdom m / of C . I I I I I I H 7 A3.3 t i• LOWER LEVEL SCHEMATIC LIGHTING PLAN 3/16" = 1' -0" TMT IIVTERIOU PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTanhitecfs.com ■ a r M H • 12 Vail Road, Sulbe 700 Vail, CO 81667 Tel ( 970 4794XW wwwAlumphdom m of C . STAMP rA 4) Ina 0 W PQ V I� PC PC 0 V� n PC O • PC PC O O O 0 PC n O s � Vs O i11. r ISSUED FOR: No. Date Remarks K 09/09/13 ISSUE FOR PERMIT 10/04/13 Re —Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: MU CHECKED BY: MEF LOWER LEVEL LIGHTING SHEET NAME A8�1 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VAIL) By M Haeberle at 11:39 am, Oct 14, 2013 �V , �v ELECTRICAL LEGEND W PLANNING Architects, PC DESCRIPTION Avon, Colorado 81620 DUPLEX CONVENIENCE OUTLET *m GFI DUPLEX CONVENIENCE OUTLET - GROUND FAULT INTERUPT i US r r DUPLEX CONVENIENCE OUTLET (r11 WP DUPLEX CONVENIENCE OUTLET - WEATHERPROOF ® FLOOR MTD. DUPLEX CONVENIENCE OUTLET HALF - SWITCHED CONVENIENCE OUTLET SPECIAL POWER OUTLET 4ai_�I SWITCH 3 -WAY SWITCH 4 -WAY SWITCH O RECESSED LED LIGHT FIXTURE STAMP WALL WASHING /SPOT LED LIGHT FIXTURE PER OWNER } CEILING MTD. LIGHT FIXTURE Ina FLOOR MTD. LIGHT FIXTURE EXTERIOR WALL MOUNTED LIGHT FIXTURE EXTERIOR SURFACE MOUNTED LIGHT FIXTU O EXTERIOR RECESSED LIGHT FIXTURE WALL SCONCE UNDER- CABINET LIGHT X EXTERIOR PATH LIGHT ® CARBON MONOXIDE DETECTORS TELEPHONE OUTLET Q TELEVISION OUTLET EXHAUST FAN THERMOSTAT JO JUNCTION BOX O ELECTRICAL PANEL 08P SMOKE DETECTOR Qo GARAGE DOOR OPENER COVE LIGHTING PER DETAIL ® SPEAKER - WHOLE HOUSE SOUND SYSTEM i GENERAL NOTES: ® \ / 6'_011 2. OUTLETS TO BE LOCATED HORIZONTAL AND CENTERED IN BASE BOARD 0 6" AFF. TO CENTER OF FIXTURE EXCEPT AS FOLLOWS: (4),qC CONVENIENCE OUTLET ABOVE COUNTER TOP AND $ACKSPLASH. QIr CONVENIENCE OUTLET 42" A.F.F. 3. COORDINATE KITCHEN POWER STRIP WITH OWNER AND PER SPEC -POWER STRIP TO BE LOCATED ON UNDERSIDE OF UPPER CABINETS. 4. PROVIDE GFI OUTLETS IN EVERY VANITY ® ONE SINK IN CABINET 5. OUTLETS ABOVE VANITIES TO BE VERTICAL WITH CENTERLINE AT 46" AFF EXCEPT AT NOTED. VERIFY WITH INTERIOR DESIGNER IN ADVANCE. 6. VERIFY ALL APPLIANCE ELECTRICAL LOADS WITH SPECS IN ADVANCE. -1. SWITCHES TO BE LOCATED 42" ABOVE FINISH FLOOR, UNLESS OTHERWISE SPECIFIED. IN AREAS THIS IS NOT POSSIBLE, CONSULT WITH ARCHITECT. S. MONITORED FIRE SPRINKLER SYSTEM NFPA -13D PER TOWN OF VAIL 9. MONITORED FIRE ALARM SYSTEM PER TOWN OF VAIL 10. PROVIDE CARBON MONOXIDE DETECTORS THROUGH OUT THE HOUSE PER 8315. CARBON MONOXIDE DETECTORS WILL BE CONNECTED THE ALARM SYSTEM. 11. COORDINATE ALL MECHANICAL AND ELECTRICAL EQUIPMENT. 12. PROVIDE J -BOX FOR HEAT TAPE LOW ON WALL 0 ALL DOWNSPOUT LOCATIONS PER ROOF PLAN. 13. COORDINATE WITH OWNERS IN ADVANCE ALL FIXTURES. 14. -15q OF LIGHTS TO COMPLY WITH INTERNATIONAL ENERGY CONSERVATION CODE (HIGH EFFICACY) 15. ALL LIGHTS AT SHOWERS AND TUBS TO HAVE GASKETED LENS. 16. SWITCHES NOT SHOWN ON THE PLANS, SWITCHES TO BE COORDINATED WITH A/V CONSULTANT AND LIGHTING CONTROL SYSTEM, SWITCHES TO BE PLACED PER CODE. EXTERIOR GENERAL NOTES: A. WALL SCONSES TO BE MOOUNTED AT V -0" AFF, UNLESS OTHER WISE NOTED B. RECESSED EXTERIOR CAN LIGHTS AT ENTRY. C. STEP LIGHTS TO BE INSTALLED AT 18" AFF, UNLESS OTHERWISE NOTED. D. ROUGH IN FOR (3) INFRATECH INFRARED HEATERS AT BBQ. 00 I II I I II-- - -- II I I I I — O I -=-I c0 — - - I I I N I I I 5' -8" 7' -0 1/2" 2'_1 1/Z" 1' -6" 16'-4" U nT FSAS.2 S 23' -7 1/4" I 17' -10 3/4" jo 18'-4" Q A4.2 I 2' -11 1/4" Nj 2 A4.1 REFER LANDSCAPE PLANS FOR LANDSCAPE LIGHTING I I I I 13' -8 3/4" 76' -6" DL A3.1 NA4.1 - PROVIDE POWER FOR A/C UNITS, COORDINATE WITH. MECHANICAL SUES. 13' -8 3/4" I I I I � I I I 17' -9 1/4" DA3.3 G F MAN - W LEVEL SCHEMATIC LIGHTING P LAN 3/16" = 1' -0" W PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -4916 Fax (970) 9491017 www.RMTarchitectLeom i US r r 12 Vail Road, 3uibs 700 Vail, CO 81867 Tel ( 970 4794/990 www.biumphdom m 4ai_�I I V rl _GG STAMP 4� Ina W V� n O O O O C n O Q � V O ISSUED FOR: No. Date Remarks K 09/09/13 ISSUE FOR PERMIT 10/04/13 Re -Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: MEF CHECKED BY: NIEF MAIN—W LEVEL LIGHTING SHEET NAME A802 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VA I L By M Haeberle at 11:39 am, Oct 14, 2013 I I I /IDE fi'OWER 2 A/C UNITS, :DINATE WITH. ANIGAL SUB. IdM ;i i _ y L� V' • 04 0 0 7. • O I I /7__� T 5 A3.2 I I I I I I T' -4' 17' -9 1/4'1 / (A G1 2 ;8„ / / / Cl) . 1 •N r ^�N h N MAN - E LEVEL SCHEMATIC LIGHTING PLAN 3/16" = 1' -0" IM T APtCEIIITffZTM IIfnMOM PLANNING Architects, PC PO Boa 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 949 -1017 www.RMTamhlteet Leon TRIUMPH 12 Vail Rood, Sulbs 700 Vail, CO 81667 Tel ( 970) 47949980 wwwArIu phddN.0 n r -Q? 'I . f�'i STAMP lW V PC PC go V� PC 0 4� PW PC PC Go �o 0 PC �o �o � V O Pj ISSUED FOR No. Date Remarks K 09/09/13 ISSUE FOR PERMIT 10/04/13 Re —Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: MEF CHECKED BY: MEF NCUN -E LEVEL LIGHTING SHEET NAME A8*3 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TO iL By M Haeberle at 11:39 am, Oct 14, 2013 T 1 14' -5 1/4" P I 3 4 y Q P M 76'-71/2" A4.2 17' -0" _ 20' -1 1/2" 12' -0 1/2" q I I I I I I I I I I I I I I I I I I I I 8 1 L A3.3 K J A4.1 2(;-8 3/ 13' -8 3/4" I I I I I I I I I I I I I I I I ELECTRICAL LEGEND IITIMOM PLANNING Architects, PC DESCRIPTION 6. VERIFY ALL APPLIANCE ELECTRICAL' OADS WITH SPECS IN ADVANCE. DUPLEX CONVENIENCE OUTLET m 7YGFI DUPLEX CONVENIENCE OUTLET - GROUND FAULT INTERUPT AG DUPLEX CONVENIENCE OUTLET T=D (jj) 77frWP DUPLEX CONVENIENCE OUTLET - WEATHERPROOF ® FLOOR MTD. DUPLEX CONVENIENCE OUTLET HALF- SWITCHED CONVENIENCE OUTLET SPECIAL POWER OUTLET 10. PROVIDE CARBON MONOXIDE DETECTORS THROUGH OUT THE HOUSE SWITCH PER 8315. CARBON MONOXIDE DETECTORS WILL BE CONNECTED 3 -WAY SWITCH THE ALARM SYSTEM. 4 -WAY SWITCH Q RECESSED LED LIGHT FIXTURE WALL WASHING / SPOT LED LIGHT FIXTURE PER OWNER STAMP CEILING MTD. LIGHT FIXTURE \ FLOOR MTD. LIGHT FIXTURE Ina EXTERIOR WALL MOUNTED LIGHT FIXTURE DOWNSPOUT LOCATIONS PER ROOF PLAN. EXTERIOR SURFACE MOUNTED LIGHT FIXTURE 13. COORDINATE WITH OWNERS IN ADVANCE ALL FIXTURES. I EXTERIOR RECESSED IGHT FIXTURE PC WALL SCONCE CONSERVATION CODE (HIGH EFFICACY) V� UNDER- CABINET LIGHT 15. ALL LIGHTS AT SHOWERS AND TUBS TO HAVE GASKETED LENS. X EXTERIOR PATH LIGHT 16. SWITCHES NOT SHOWN ON THE PLANS, SWITCHES TO BE ® CARBON MONOXIDE DETECTORS COORDINATED WITH A/V CONSULTANT AND LIGHTING CONTROL TELEPHONE OUTLET SYSTEM, SWITCHES TO BE PLACED PER CODE. d V OUTLET 0) I EXHAUSTFAN - - - THERMOSTAT Q JUNCTION BOX = ELECTRICAL PANEL C. STEP LIGHTS TO BE INSTALLED AT IS" AFF, UNLESS OTHERWISE NOTED. Qso SMOKE DETECTOR K Do GARAGE DOOR OPENER COVE LIGHTING PER DETAIL Re —Issue for Permit ® SPEAKER - WHOLE HOUSE SOUND SYSTEM 7 NA ME cp 00 I I I o — I I a I I 5 A3.2 / 0 ('lso C% / \ EXERCISE / GENERAL NOTES: - I. ACTUAL PLACEMENT OF ELEMENTS, WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE OF COLORADO, o AND NATIONAL CODES AND ORDINANCES. 2. OUTLETS TO BE LOCATED HORIZONTAL AND CENTERED IN BASE BOARD ^ I I 11 0 6" A.F.F. TO CENTER OF FIXTURE EXCEPT AS FOLLOWS: r� r(PfA, CONVENIENCE OUTLET ABOVE COUNTER TOP AND BACKSPLASH. ` .- CONVENIENCE OUTLET 42" AFF. O� 3. COORDINATE KITCHEN POWER STRIP WITH OWNER AND PER SPEC -POWER STRIP TO BE LOCATED ON UNDERSIDE OF UPPER CABINETS. 1 cJ 4. PROVIDE GFI OUTLETS IN EVERY VANITY ® ONE SINK IN CABINET O �J 5. OUTLETS ABOVE VANITIES TO BE VERTICAL WITH CENTERLINE AT 46" AFF EXCEPT AT NOTED. VERIFY WITH INTERIOR DESIGNER IN ADVANCE. IITIMOM PLANNING Architects, PC , 6. VERIFY ALL APPLIANCE ELECTRICAL' OADS WITH SPECS IN ADVANCE. Tel (970) 949 -0916 Fax (970) 949 -1017 1. SWITCHES TO BE LOCATED 42" ABOVE FINISH FLOOR, UNLESS OTHERWISE IUMPH SPECIFIED. IN AREAS THIS IS NOT POSSIBLE, CONSULT WITH ARCHITECT. 12 Vail Road, Suits 700 Vail, CO 81867 8. MONITORED FIRE SPRINKLER SYSTEM NFPA -13D PER TOWN OF VAIL www.biumphdom m S. MONITORED FIRE ALARM SYSTEM PER TOWN OF VAIL 10. PROVIDE CARBON MONOXIDE DETECTORS THROUGH OUT THE HOUSE PER 8315. CARBON MONOXIDE DETECTORS WILL BE CONNECTED THE ALARM SYSTEM. II. COORDINATE ALL MECHANICAL AND ELECTRICAL EQUIPMENT. N STAMP rA \ 12. PROVIDE J -BOX FOR HEAT TAPE LOW ON WALL * ALL Ina DOWNSPOUT LOCATIONS PER ROOF PLAN. 13. COORDINATE WITH OWNERS IN ADVANCE ALL FIXTURES. I 14. 15% OF LIGHTS TO COMPLY WITH INTERNATIONAL ENERGY PC PC CONSERVATION CODE (HIGH EFFICACY) V� n PC 15. ALL LIGHTS AT SHOWERS AND TUBS TO HAVE GASKETED LENS. O 16. SWITCHES NOT SHOWN ON THE PLANS, SWITCHES TO BE • ^ COORDINATED WITH A/V CONSULTANT AND LIGHTING CONTROL `t \ SYSTEM, SWITCHES TO BE PLACED PER CODE. I 0) I `EXTERIOR GENERAL NOTES: - - - A. WALL SCONSES TO BE MOOUNTED AT S' -0" AFF, UNLESS OTHER WISE NOTED.— B. RECESSED EXTERIOR CAN LIGHTS ATIENTRY. ISSUED FOR: C. STEP LIGHTS TO BE INSTALLED AT IS" AFF, UNLESS OTHERWISE NOTED. Date Remarks K D. ROUGH IN FOR (3) INFRATECH INFRARED HEATERS AT BBQ. ISSUE FOR PERMIT 10/04/13 Re —Issue for Permit I I � 23'-71/4" 4" 18' -4" 2' -11 1/4" I N) 2 A4.1 I I 13' -8 3/4" 76' -6" L 1 J 1 A3.1 A4.1 13' -8 3/4" I rn I H nror /® NR ' oUr / / / ^X / I \ I / \ I 11 I 10 ��I \ I I \ VL I I I \ I / 1 2 I A3.1 I / 17' -9 1/4' 7 .5 A3.3 G F /A G1 / �N h UPPER LEVEL SCHEMATIC LIGHTING PLAN 3/16" = 1' -0" S N/ / TMT IITIMOM PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 wwwItmarehitectLeom IUMPH 12 Vail Road, Suits 700 Vail, CO 81867 Tel (971101 479-OM www.biumphdom m ,P _-1 - 1 I.J STAMP rA Ina Ina PC PC V� n PC O • po PC � O O � o !■■I C o o O Pj ISSUED FOR: No. Date Remarks K 09/09/13 ISSUE FOR PERMIT 10/04/13 Re —Issue for Permit PROJECT NO: 12406 PHASE: CD DRAWN BY: MEF CHECKED BY: MEF UPPER LEVEL LIGHTING SHEET NAME A804 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VAI L I By M Haeberle at 11:39 am, Oct 14, 2013 GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: A. ROOF B. TYPICAL FLOOR C. EXTERIOR DECKS D. WIND 1. BASIC WIND SPEED 2. EXPOSURE 9. WOOD: 80 PSF A. 40 PSF L.L. 25 PSF D.L. 115 per ASCE 98 PSF 80 MPH B B. E. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. F. POOL LOADING D.L. 100 PSF L.L. (WATER) 63 PCF 2. TESTING: A. CONTRACTOR SHALL FURNISH OR PROVIDE COORDINATION FOR TESTING AS REQUIRED BY THE PROJECT SPECIFICATIONS. THE TESTING PROGRAM SHALL BE COORDINATED WITH THE PROJECT OWNER, ARCHITECT AND STRUCTURAL ENGINEER. STRUCTURAL STEEL FIELD WELDING /FIELD BOLTING /SOIL BEARING CAPACITY /MOISTURE DENSITY TEST/ B. IN THE ABSENCE OF OTHER REQUIREMENTS, THE CONTRACTOR SHALL FURNISH SPECIAL INSPECTION OF CONCRETE MIX DESIGN /COMPRESSION TESTS /CAST SPECIMENS /AIR CHECK FIELD DENSITY TO THE EXTENT NECESSARY TO ASSURE CONSTRUCTION IS IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. 3. FOUNDATIONS: A. MAXIMUM SOIL DESIGN PRESSURE 2500 PSF B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. 112 157A BY HP GEOTECH DATED JUNE 25, 2012. C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF 48" BELOW EXTERIOR FINISH GRADE. D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL. (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL.) E. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER TO SOILS REPORT FOR BACKFILL MATERIAL. F. NO BACKFILLING SHALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED. CONCRETE SLABS SHALL BE PROPERLY CURED. G. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED ON PLANS. H. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS -ON- GRADE. A MINIMUM OF 2 REPRESENTATIVE TESTS SHALL BE TAKEN FOR EACH FOOTING AND SLAB ON GRADE. I. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. 4. SLAB ON GRADE A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. B. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION DETAILS 10. FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE REQUIRED. REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. 5. CONCRETE: A. ALL CAST -IN -PLACE CONCRETE SHALL BE MADE WITH TYPE I /II PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. 11. FOOTING 3000 psi STD - -- - -- FOUNDATION WALLS 3000 psi STD - -- - -- INTERIOR SLABS ON GRADE 3000 psi STD 0.50 - -- EXTERIOR CONCRETE ( *) 4500 psi STD 0.45 - -- * MAXIMUM SLUMP SHALL NOT EXCEED 4" B. IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH LETTER INDICATING COST REDUCTION AT TIME OF BID. THE MODULUS OF ELASTICITY OF ALL CONCRETE SHALL EXCEED WC1.5 33 F'C (OR 57,000 F'C NORMAL WEIGHT CONCRETE). FLOOR SLABS ON GRADE MAY BE POURED IN CHECKER PATTERN, AVOIDING RE- ENTRANT CORNERS, WITH CONSTRUCTION JOINTS LOCATED UNDER PARTITIONS WHERE PRACTICAL AND WITH NO DIMENSION EXCEEDING 15 FEET OR TOTAL AREA OF 225 SQUARE FEET. AT LEAST 48 HOURS SHALL ELAPSE BEFORE POURING ADJACENT SECTIONS. D. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER. E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD HOOKS FOR DOWELS UNLESS OTHERWISE NOTED. ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. 6. REINFORCEMENT: A. ALL REINFORCING SHALL BE HIGH - STRENGTH DEFORMED BARS CONFORMING TO ASTM A 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A 706 GRADE 60. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. C. POLYPROPYLENE FIBER REINFORCING SHALL HAVE FIBER LENGTH COORDINATE WITH AGGREGATE SIZE AS PER MANUFACTURER'S RECOMMENDATIONS. AMOUNT OF FIBERS SHALL BE A MINIMUM OF 1.5 LBS /YRD3 OF CONCRETE OR THE AMOUNT RECOMMENDED BY THE MANUFACTURER WHICHEVER IS GREATER. D. REINFORCEMENT PROTECTION: 1. CONCRETE POURED AGAINST EARTH 3" 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" E. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. F. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A MINIMUM OF 80 BAR DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS OTHERWISE NOTED. MAKE ALL BARS CONTINUOUS AROUND CORNERS. G. PLACE TWO #5 (PER 8" THICKNESS) WITH 2' -0 PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X W-0 DIAGONALLY AT EACH CORNER. H. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. 7. STRUCTURAL STEEL: A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992, (50 KSI), AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." D. UNLESS OTHERWISE NOTED, USE STANDARD FRAMED BEAM CONNECTIONS WITH STEEL BOLTS PER AISC "MANUAL OF STEEL CONSTRUCTION" TABLE II -A AND /OR AISC SIMPLE SHEAR CONNECTION MANUAL WITH A325 -N BOLTS OR WELDED EQUIVALENT. SELECT CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN BEAM AND SPAN FOR NON- COMPOSITE MEMBERS. STEEL SUPPLIER MAY SUBMIT ALTERNATE CONNECTION DETAILS ACCOMPANIED BY CALCULATIONS STAMPED BY THE REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE CONNECTION DESIGN FOR ENGINEER'S REVIEW. E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS -D1.1. F. MINIMUM WELDS TO BE PER AISC TABLE 32.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS OTHERWISE NOTED. G. FOR ALL BEAM /COLUMN OR BEAM /BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT SLOTS IN CONNECTION MEMBER ONLY (WT- SECTIONS, ANGLES OR SHEAR PLATES). H. STRUCTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS PER LOOSE LINTEL SCHEDULE OR AS SHOWN OTHERWISE ON STRUCTURAL DRAWINGS. ONE END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO ALLOW FOR ELONGATION AND SHORTENING. I. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO WITHSTAND ALL CONSTRUCTION AND /OR WIND LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE. J. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. 8. NON- SHRINK GROUT: A. NON- SHRINK GROUT SHALL BE PROVIDED: 1. BETWEEN COLUMN BASES AND CONCRETE SUPPORTS. 2. BETWEEN BEAMS OR BEAM BEARING PLATES AND CONCRETE SUPPORTS. 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. C. D E ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO UNIFORM BUILDING CODE AS FOLLOWS: 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI 2" TO 4" THICK - 6" & WIDER NO. 2 Fb = 900 PSI 5" THICK - 5" & WIDER NO. 1 Fb = 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR TO ALLOWABLE STRESS INCREASES. PROVIDE CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS AND 2X SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304 -9.1 UNLESS OTHERWISE NOTED. LAMINATED BEAMS 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE NET. 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D.F. FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED ON EACH MEMBER. PLYWOOD DECK 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE - TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. 3. FOR FLOORING USE 3/4" T &G STURD -I -FLOOR SHEATHING GLUED AND NAILED WITH 10D NAILS AT 6" O.C. ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATI SUPPORTS. 4. FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED WITH 10D NAILS AT 4" O.C. ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I SHEATHING NAILED AT 4" O.C. ALONG PANEL EDGES. 6. FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING BETWEEN SUPPORTS. F. WOOD DECKING SHALL BE 4" T &G WESTERN CEDAR OR REDWOOD. PLANKS SHALL BE SPLICED AT CENTER OF SUPPORT MEMBERS WITH ADJACENT PLANKS SPLICED AT ALTERNATE SUPPORT MEMBERS. EACH DECK PLANK SHALL BE SLANT- NAILED TO THE TONGUE OF THE ADJOINING COURSE WIDTH 8d NAILS AT 24" o.c. WITH ALTERNATE PLANK NAILING OFFSET 12 ". NAIL EACH PLANK TO EACH SUPPORT WITH (2) -16d NAILS- 1 STRAIGHT, 1 SLANTED. WOOD DECKING SHALL BE GLUED IN THE GROOVE JOINT WITH 40% GLUE COVERAGE. G. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND SHALL BE "T3I- 30IST" AS MANUFACTURED BY TRUSS JOIST CORP. ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR, AND DEFLECTION EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER. H. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR 5 1/4" WIDE MEMBERS. NON- STRUCTURAL ELEMENTS: A. ELEMENTS SUCH AS NON- BEARING PARTITIONS, ETC. ATTACHED TO AND /OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS OTHERWISE NOTED. GENERAL: A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS, AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. E. PROVIDE ASPHALTIC MASTIC - COATING ON ALL STEEL AND WOOD EXPOSED TO THE EARTH. F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL CONCRETE REINFORCING, STRUCTURAL STEEL, LAMINATED WOOD FRAMING MEMBERS, WOOD JOISTS AND HEAVY TIMBER FRAMING MEMBERS. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. I. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE COORDINATED WITH AND CHECKED AGAII FIELD ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT /ENGINEER OF ANY DISCREPANCIES. J. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. V -0" 1/2" ISOLATION JOINT SLAB -ON -GRADE WITH W.W.F. RE: PLAN RE: PLAN z a ui RE: PLAN STEEL COLUMN RE: PLAN 1 " X 1' -0" X 1' -0" BASE PLATE WITH (4)- 314" [X 10" ANCHOR BOLTS 1" SHIM AND DRYPACK GROUT a a 4 as .I a d a RE: FLAN SECTION 5 3/4" = V -0" SECTION 2 3/4" = 1' -0" SECTION 4 SECTION 3 3/4" = V -0" 3/4" = V -0" GRAVEL BASE #5 AT V -6" X N #5 AT V -6 ", HORIZONTAL #5 AT 1' -6" X 2' -0" CENTERED 6" L�A��MMK�M M'�I DN RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com TRIUMPH 12 Vail Road, Suite 700 Vail, CO 81657 Tel ( 970) 479 -9990 www.triumphdev.com p O } STAMP Monroe Newell Engineers, Inc. Structural Engineers: Veil • Dvnver 4_0 W tWt , I� t�t ' I� V� n 0 ^W^, • � W t�t , I� 0 O O Sr `^ O rO o ISSUED FOR: No. Date Remarks K 9 -06 -13 Issue for Permit 10 -04 -13 For Construction PROJECT NO: 9156 PHASE: CD DRAWN BY: CJH CHECKED BY: CC Foundation Sections and General Notes SHEET NAME S1190 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VAIL" By #5 AT HORIZ #5 AT HORIZ #5 AT VERTI, #5 AT BATTERED STOP VENEER SECTION 7 3/4" = V -0" SECTION 8 3/4" = 1' -0" STONE VENEER RE: ARCH. SECTION 3 3/4" = V -0" SECTION 5 3/4" = 1' -0" rE WITH -TS AT 3-0" 7 SECTION 4 3/4" = 1' -0" �L VTAL SECTION 1 3/4" = 1' -0" 1/4" STE WITH (4 EPDXY WOOD RE: PLA L 4X4X1 EXPAN,' 2'-0• SECTION 2 3/4" = V -0" 'AY RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com TRIUMPH 12 Vail Road, Suite 700 Vail, CO 81657 Tel ( 970) 479 -9990 www.triumphdev.com 0 STAMP Monroe Newell EngEncers, Inc. Structural Engfrnecrs Vad • Dc nvcr rA 04 V� 0 V1 o O � o n � `^ O O � U o ISSUED FOR: No. Date Remarks K 9 -06 -13 Issue for Permit 10 -04 -13 For Construction PROJECT NO: 9156 PHASE: CD DRAWN BY: 014 CHECKED BY: CC Foundation Sections and Details SHEET NAME S1191 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VAI L 1 By M Haeberle at 11:39 am, Oct 14, 2013 VVVJ IVL -J't STEEL FRAMING SECTION 7 3/4" = 1' -0" RE: 1/S1.1 FOR REINFORCMEN' POOL BY OTHERS SECTION 4 3/4" = 1' -0" SECTION 6 3/4" = 1' -0" TERIOR )GER WITH ION #5 AT 1' NTAL 4L SECTION 3 ARCHITECTURE INTERIORS PLANNING Architects, PC 3/4" = 1' -0" Avon, Colorado 81620 Tel (970) 949 -0916 FLAG STONE www.RMTarchitects.com RE: ARCH 12 Vail Road, Suite 700 1" MORTAR Tel ( 970) 479 -9990 WATERPROOFING p O RE: ARCH a 3/4" SHEATING _. L STAMP ti Monroe Newell Engineers, Inc. Structural EngiRCers Veil • Dvnver a a 9 4a' a , STEEL BEAM �° FLOOR JOIST WITH RE: PLAN SIMPSON HANGER a 2X12 LEDGER WITH 3/4 "0 EXPANSION BOLTS AT 1' -0" STAGGERED WITH 5" EMBEDMENT. TYP. AT FOUNDATION WALL U.N.O. SECTION 4 3/4" = 1' -0" nr. nine n 3/4" = 1' -0" i -13/4"0 EXPANSION BOLTS AT 1' -0" STAGGERED WITH 5" EMBEDMENT. TYP. AT FOUNDATION WALL U.N.O. S' RI DI SECTION 1 3/4" = 1' -0" SECTION 2 3/4" = 1' -0" �L VTAL RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com TRIUMPH 12 Vail Road, Suite 700 Vail, CO 81657 Tel ( 970) 479 -9990 www.triumphdev.com p O L STAMP ti Monroe Newell Engineers, Inc. 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DATUM ELEVATION 100' -0" EQUALS FIRST LEVEL FLOOR SHEATHING 10. PLACE SLAB ON GRADE ON STRUCTURAL COMPACTED FILL OR 1. BUILDING CODE USE IRC 2012. ELEVATION. NATURAL GRADE AS OUTLINED IN SOILS REPORT. 2. SPECIAL INSPECTION REQUIREMENTS TO BE PERORMED PERIODICALLY FOR SHORING WALL. 2. [XXX' -X "] INDICATES TOP OF FOUNDATION WALL ELEVATION. 11. UNLESS OTHERWISE NOTED - ALL SLAB ON GRADES ARE 4" THICK WITH 6X6 W2.1 X W2.1 WELDED WIRE FABRIC. A. VERIFY ELEMENT MATERIALS, SIZES AND LENGTHS COMPLY WITH THE REQUIREMENTS. 3. (XXX' -X ") INDICATES TOP OF FOOTING ELEVATION. 12. PROVIDE CONTROL JOINTS OR CONSTRUCTION JOINTS AS SHOWN B. OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS 4. (XXX' -X ") INDICATES TOP OF BRICK LEDGE ELEVATION. ON FOUNDATION PLAN. MAXIMUM SIZE OF EACH AREA SHALL NOT FOR EACH ELEMENT. EXCEED 225 FT 2. 5. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS REPORT. 13. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL DRAWINGS. 6. CONTRACTOR SHALL PLACE (3) - #5 VERTICALLY FULL HEIGHT OF WALL AT HIGH SIDE OF ALL WALL STEPS HIGHER THAN 4' -0" IN 14. CENTER FOOTINGS UNDER WALLS AND COLUMNS UNLESS ADDITION TO WALL REINFORCEMENT SHOWN OTHERWISE. DIMENSIONED OTHERWISE ON FOUNDATION PLAN. 7. ALL FOOTINGS IN CRAWLSPACES SHALL BE BACK FILLED WITH 15. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR FRAMING DETAILS COMPACTED STRUCTURAL FILL TO THE TOP OF THE FOOTING AND LANDING SLAB ELEVATIONS. MINIMUM, UNLESS NOTED OTHERWISE ON PLANS OR SHOWN ON 0 SECTIONS. 16. ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER ARCHITECTURAL LANDSCAPE PLANS, DETAILS AND ELEVATIONS. 8. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB OR AT TOP OF SITE WALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS PLYWOOD FLOOR SHEATHING. NOTED OTHERWISE. 9. FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO BE LOWERED DUE TO SOIL CONDITIONS. VERIFY CHANGES WITH STRUCTURAL ENGINEER. RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com TRIUMPH 12 Vail Road, Suite 700 Vail, CO 81657 Tel ( 970) 479 -9990 www.triumphdev.com p STAMP ti Monroe Newell Engineers, Inc. Structural EngirLeers V2i [ • Dv nver rA 04 V� n IIIIIIII>N Piz O n � `^ O O � U ISSUED FOR: No. Date Remarks K 9 -06 -13 Issue for Permit 10 -04 -13 For Construction PROJECT NO: 9156 PHASE: CD DRAWN BY: 014 CHECKED BY: CC Foundation Plan SHEET NAME S291 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VAIL " By M Haeberle at 11:39 am, Oct 14, 2013 A. FOUNDATION PLAN 3/16" = V -0" FOUNDATION NOTES: c 1. DATUM ELEVATION 100' -0" EQUALS FIRST LEVEL FLOOR SHEATHING 10. PLACE SLAB ON GRADE ON STRUCTURAL COMPACTED FILL OR ELEVATION. Tel (970) 949 -0916 NATURAL GRADE AS OUTLINED IN SOILS REPORT. 2. [XXX' -X "I INDICATES TOP OF FOUNDATION WALL ELEVATION. 11. UNLESS OTHERWISE NOTED - ALL SLAB ON GRADES ARE 4" THICK Vail, CO 81657 Tel ( 970) 479 -9990 WITH 6X6 W2.1 X W2.1 WELDED WIRE FABRIC. 3. (XXX' -X ") INDICATES TOP OF FOOTING ELEVATION. p O 12. PROVIDE CONTROL JOINTS OR CONSTRUCTION JOINTS AS SHOWN 4. {XXX' -X ") INDICATES TOP OF BRICK LEDGE ELEVATION. ON FOUNDATION PLAN. MAXIMUM SIZE OF EACH AREA SHALL NOT EXCEED 225 FT 2. 5. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS REPORT. 13. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS STAMP WITH ARCHITECTURAL DRAWINGS. 6. CONTRACTOR SHALL PLACE (3) - #5 VERTICALLY FULL HEIGHT OF WALL AT HIGH SIDE OF ALL WALL STEPS HIGHER THAN 4' -0" IN 14. CENTER FOOTINGS UNDER WALLS AND COLUMNS UNLESS ADDITION TO WALL REINFORCEMENT SHOWN OTHERWISE. DIMENSIONED OTHERWISE ON FOUNDATION PLAN. 7. ALL FOOTINGS IN CRAWLSPACES SHALL BE BACK FILLED WITH COMPACTED STRUCTURAL FILL TO THE TOP OF THE FOOTING MINIMUM, UNLESS NOTED OTHERWISE ON PLANS OR SHOWN ON SECTIONS. 8. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB OR AT TOP OF PLYWOOD FLOOR SHEATHING. 9. FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO BE LOWERED DUE TO SOIL CONDITIONS. VERIFY CHANGES WITH STRUCTURAL ENGINEER. 15. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR FRAMING DETAILS AND LANDING SLAB ELEVATIONS. 16. ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER ARCHITECTURAL LANDSCAPE PLANS, DETAILS AND ELEVATIONS. SITE WALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS NOTED OTHERWISE. NOTE: 1. BUILDING CODE USE IRC 2012. 2. SPECIAL INSPECTION REQUIREMENTS TO BE PERORMED PERIODICALLY FOR SHORING WALL. A. VERIFY ELEMENT MATERIALS, SIZES AND LENGTHS COMPLY WITH THE REQUIREMENTS. B. OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH ELEMENT. RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com TRIUMPH 12 Vail Road, Suite 700 Vail, CO 81657 Tel ( 970) 479 -9990 www.triumphdev.com p O L% STAMP ti Monroe Newell Engincers, Inc. Structural 'E.ngiRCers V2i[ • Dvnver ^A^, W 4-i W tWt , I� W FEMI V� 0 4� �o �0 o 0 0 �v o ISSUED FOR: No. Date Remarks K 9 -06 -13 Issue for Permit 10 -04 -13 For Construction PROJECT NO: 9156 PHASE: CD DRAWN BY: CJH CHECKED BY: CC Garage Foundation Plan SHEET NAME S292 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VA! L By M Haeberle at 11:38 am, Oct 14, 2013 16:8„ lONC V C) RAAIA1 1 r\ /rl r1'1AAAIAIn 1711 AAI 3/16" = 1' -0" WOOD FRAMING NOTES: 1. ALL WOOD FRAMING JOISTS SHALL BE iLEVEL BCI / 5000 TYPE JOISTS AS MANUFACTURED BY BOISE CORPORATION. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 2. "VU INDICATES VERSA -LAM BEAMS, AS MANUFACTURED BY BOISE CORPORATION COMPANY. ALTERNATES SHALL HAVE THE SAME OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. 3. 0 INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED ON PLANS. 4. M INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY. 5. < > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. 6. CATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. 7. HEADERS SHALL BE (3) -2X10 UNLESS NOTED OTHERWISE. ALL HEADERS SHALL BE BUILT OUT TO 51/2" (31/2 ") WIDTH BY ADDING PLYWOOD SPACERS AS REQUIRED. 8. ALL COLUMNS SHALL BE (3) -2X6 UNLESS NOTED OTHERWISE. 9. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REQUIRED. 10. INDICATES INTERIOR BEARING WALLS. FLOOR JOISTS BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL INFORMATION. EXTERIOR STUDS CAN BE SPACED 2' -0" FOR WALLS SHORTER THAN 10' -0 ". STUDS SHALL BE SPACED V -4" FOR WALL SHORTER THAN 14' -0" AND TALLER THAN 10' -0 ". 12. ALL BEAM /BEAM AND BEAM /COLUMN CONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE OF ROUGH OPENINGS IN WOOD STUD WALLS. 14. FOR ADDITIONAL DETAILS, FLOOR DIAPHRAGM NAILING SCHEDULE AND PLYWOOD SHEAR WALL NAILING SCHEDULE SEE SHEET 15. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING DETAILS. 16. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). 17. RE: SHEET FOR GENERAL NOTES. 18. - • - • - INDICATES (2) -3/4 "0 EXPANSION BOLTS AT 1' -0" STAGGERED, MINIMUM 5" EMBEDMENT. 19. SEE DETAIL 12/S3.2 FOR WOOD BEAM ST STEEL BEAM CONNECTION. JOIST SCHEDULE MARK TYPE SPACING 1❑ 14" BCI /50001.7 DF 1' -0" E2 14" BCI /50001.7 DF 1'4" E3 (2)-117/8" BCl/50001.7 DF 1'4" E4 117/8" BCI /50001.7 DF 1'4" E5 91/2" BCI /5000 1.7 DF 1' -0" [6 (2)- 71/4" BCl/50001.7 DF 1' -0" ❑ 71 /4" VL 1'4" E8 (2) -2X12 1' -0" �9 2X12 1'4" 10 2X12 1' -0" SHEATH 6:0„ / CONCRETE STEPS - 6" MIN. WITH #4 AT 1'4" EACH WA DOWEL INTO WALL i FULL HEIGHT BLOCKINGi UNDER FIRE PLACE i i i 1111 111 EMBED PLATE SCHEDULE MARK WIDTH HEIGHT THICKNESS STUDS DETAILS EP1 1' -6" 2' -0" 3/8" 5/8 "0 X 6" 10/S3.2 EP2 V -0" 1' -6" 3/8" 5/8 "0 X 6" 11/S3.2 EP3 V -2" V -8" 3/8" 5/8 "0 X 6" 12/S3.2 RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com TRIUMPH 12 Vail Road, Suite 700 Vail, CO 81657 Tel ( 970) 479 -9990 www.triumphdev.com +: U C) ' L z STAMP ti Monroe Newell Engineers, Inc. Structural 'E.ngiRCers Veil • Dvnver ^A^, W 4_i W W FEMI M V� n V1 O O n � `^ O O ISSUED FOR: No. Date Remarks K 9 -06 -13 Issue for Permit 10 -04 -13 For Construction PROJECT NO: 9156 PHASE: CD DRAWN BY: 014 CHECKED BY: CC Main Level Framing Plan SHEET NAME S293 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VAI L 1 By M Haeberle at 11:38 am, Oct 14, 2013 F 2 - 01 1 0 EA Q Q TO JOIST AT BACKSPAN i TYP. AT 4 LOCATIONS I ROTUNDA FRAMING PLAN 3/16" =1' -0" c i i G F 0 EMBED PLATE SCHEDULE MARK WIDTH HEIGHT THICKNESS STUDS DETAILS EP1 1' -6" 2' -0" 3/8" 5/8"0 X 6" 101S3.2 EP2 1' 0" 1' -6" 3/8" 5/8"0 X 6" 11/S3.2 EP3 1' -2" 1' -8" 3/8" 5/8"0 X 6" 12/S3.2 JOIST SCHEDULE MARK TYPE SPACING 1❑ 14" BCI /5000 1.7 DF 1'4" 2❑ 14" BCI /5000 1.7 DF 1'4" E3 (2)-117/8" BCl/50001.7 DF 1'4" El 117/8" BCl/50001.7 DF 1'4" E] 91/2" BCl/50001.7 DF V -0" (2)- 71/4" BCI /5000 1.7 DF V -0" ELI 7 1/4" VL 1'4" ED (2) -2X12 1' -0" El 2X12 1'4" 10 2X12 1'4" UPPER LEVEL FRAMING PLAN 3/16" = V -0" WOOD FRAMING NOTES: ALL WOOD FRAMING JOISTS SHALL BE iLEVEL TJI 250 TYPE JOISTS AS MANUFACTURED BY WEYERHAEUSER COMPANY. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 2. "VL" INDICATES VERSA -LAM LVL BEAMS, AS MANUFACTURED BY WEYERHAEUSER COMPANY. ALTERNATES SHALL HAVE THE SAME OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. 3. 0 INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED ON PLANS. c 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY. 5. < > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. 6. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. 7. HEADERS SHALL BE (3) -2X10 UNLESS NOTED OTHERWISE. ALL HEADERS SHALL BE BUILT OUT TO 51/2" (31/2 ") WIDTH BY ADDING PLYWOOD SPACERS AS REQUIRED. 8. ALL COLUMNS SHALL BE (3) -2X6 UNLESS NOTED OTHERWISE. 9. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REQUIRED. 10. INDICATES INTERIOR BEARING WALLS. FLOOR JOISTS BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL INFORMATION. EXTERIOR STUDS CAN BE SPACED 2' -0" FOR WALLS SHORTER THAN 10' -0 ". STUDS SHALL BE SPACED 1' -4" FOR WALL SHORTER THAN 14' -0" AND TALLER THAN 10' -0 ". 12. ALL BEAM /BEAM AND BEAM /COLUMN CONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE OF ROUGH OPENINGS IN WOOD STUD WALLS. 14. FOR ADDITIONAL DETAILS, FLOOR DIAPHRAGM NAILING SCHEDULE AND PLYWOOD SHEAR WALL NAILING SCHEDULE SEE SHEET S1.0. 15. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING DETAILS. 16. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). 17. RE: SHEET S1.0 FOR GENERAL NOTES. RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com TRIUMPH 12 Vail Road, Suite 700 Vail, CO 81657 Tel ( 970) 479 -9990 www.triumphdev.com p O +: Ua ' STAMP Monroe Newell Engineers, Inc. Structural 'E.ngiRCers Veil • Dvnver rA W W FE* M V� 0 4� C� O O n � `^ O O � U ISSUED FOR: No. Date Remarks K 9 -06 -13 Issue for Permit 10 -04 -13 For Construction PROJECT NO: 9156 PHASE: CD DRAWN BY: CJH CHECKED BY: CC Upper Level Framing Plan SHEET NAME S264 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VAIL' By M Haeberle at 11:38 am, Oct 14, 2013 c 2, 9 ROOF FRAMING / UPPER LEVEL FRAMING PLAN 8 3/16" =1' -0" ROOF FRAMING NOTES: WOOD FRAMING NOTES: CV 1. ROOF SHEATHING 5/8" (48/24 SPAN RATING). STAGGER PANEL END JOINTS 1. ALL WOOD FRAMING JOISTS SHALL BE iLEVEL TJI 250 TYPE JOISTS AND FASTEN WITH 10d NAILS AT 6" MAXIMUM ALL EDGES AND 1' -0" MAXIMUM ED AS MANUFACTURED BY WEYERHAEUSER COMPANY. ALTERNATES OTHER SUPPORTS. ❑2 SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE 1'4" a3 REVIEWED BY THE ENGINEER OF RECORD. 2. RE: ARCHITECT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS E4 117/8" BCI /5000 1.7 DF NOT NOTED. 2. "VU INDICATES VERSA -LAM LVL BEAMS, AS MANUFACTURED BY 1' -0" E6 WEYERHAEUSER COMPANY. ALTERNATES SHALL HAVE THE SAME OR 3. ALL HEADERS SHALL BE (3) -2X10 UNLESS OTHERWISE NOTED. ALL ❑7 GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. HEADERS SHALL BE BUILT OUT TO 51/2" OR 31/2" WIDTH BY ADDING 3. 0 INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED PLYWOOD SHIMS AS REQUIRED. E9 2X12 1'4" 10 ON PLANS. 4. ALL HEADERS LONGER THAN 6' -0" SHALL REQUIRE TWO TRIM 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON STUDS AND TWO KING STUDS EACH SIDE. I Monroe Newell Engineers, Inc. CONCRETE WALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY. 5. ALL JOIST HANGERS SHALL BE SIMPSON LUP, WP OR LSSU TYPE 5. < > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. UNLESS NOTED OTHERWISE. 4_i W 6. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. 6. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM tWt , I� SHALL USE SIMPSON PLATE CONNECTORS UNLESS NOTED FE* OTHERWISE ON DETAILS. 7. HEADERS SHALL BE (3) -2X10 UNLESS NOTED OTHERWISE. ALL 0 HEADERS SHALL BE BUILT OUT TO 51/2" (31/2 ") WIDTH BY 7. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM ADDING PLYWOOD SPACERS AS REQUIRED. FLOOR TO ROOF (INCLUDING RAKE WALLS). 4� 8 . ALL COLUMNS SHALL BE (3) -2X6 UNLESS NOTED OTHERWISE. 8. ALL PREFABRICATED TRUSSES SHALL BE ALIGNED WITH WALL � O 0 STUDS BELOW. 9. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR 9. < > INDICATES TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT. TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO FOR: No. NOTED COLUMN SIZES AS REQUIRED. 10. RE: ARCHITECT FOR CHIMNEY SIZES AND LOCATIONS NOT NOTED K 9 -06 -13 ON STRUCTURAL PLANS. 10. INDICATES INTERIOR BEARING WALLS. FLOOR JOISTS For Construction BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. 11. OVER FRAMING SHALL BE 2X6 MINIMUM AND SHALL BE POSTED DOWN TO MAIN TRUSSES ON A GRID NOT TO EXCEED 4' -0" X 4' -0" (16 FT 2) 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 12. ALL COLUMNS SHALL BE (3) -2X6 UNLESS OTHERWISE NOTED. STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL INFORMATION. EXTERIOR STUDS CAN BE SPACED 2' -0" FOR WALLS SHORTER THAN 10' -0 ". STUDS SHALL BE SPACED 1' -4" FOR WALL SHORTER THAN 14' -0" AND TALLER THAN 10' -0 ". 12. ALL BEAM /BEAM AND BEAM /COLUMN CONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE OF ROUGH OPENINGS IN WOOD STUD WALLS. 14. FOR ADDITIONAL DETAILS, FLOOR DIAPHRAGM NAILING SCHEDULE DRAWN BY: CJH CHECKED BY: CC AND PLYWOOD SHEAR WALL NAILING SCHEDULE SEE SHEET S1.0. Framing Plan 15. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR SHEET NUMBER FRAMING DETAILS. 16. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). 17. RE: SHEET S1.0 FOR GENERAL NOTES. I I I I ------ ------ ------ ------ -- _ _ _ _ _ _ - - - - - - - - - - - - - - - - -- ------ ------ __-I - - - - - - I - - - - - - - - - -4 - - - - - - - ------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I JOIST SCHEDULE MARK TYPE SPACING ED 14" BCI /5000 1.7 DF 1' -0" ❑2 14" BCI 15000 1.7 DF 1'4" a3 (2)-117/8" BC1/50001.7 DF 1'4" E4 117/8" BCI /5000 1.7 DF 1' -4" E5 91/2" BCl/50001.7 DF 1' -0" E6 (2) -7 1/4" BCl/50001.7 DF 1' -0" ❑7 71/4" VL 1'4' E8 (2) -2X12 1' -0" E9 2X12 1'4" 10 2X12 1' -0" RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com TRIUMPH 12 Vail Road, Suite 700 Vail, CO 81657 Tel ( 970) 479 -9990 www.triumphdev.com p O STAMP I Monroe Newell Engineers, Inc. Structural 'E.ngiRCers Veil • Dvnver ^A^, W 4_i W tWt , I� W FE* M V� 0 4� � O 0 0 0 � U O " ISSUED FOR: No. Date Remarks K 9 -06 -13 Issue for Permit 10 -04 -13 For Construction PROJECT NO: 9156 PHASE: CD DRAWN BY: CJH CHECKED BY: CC Roof Framing Plan SHEET NAME S295 SHEET NUMBER VAIL Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) By M Haeberle at 11:38 am, Oct 14, 2013 lki - JOIST SCHEDULE MARK TYPE SPACING E❑ 14" BCI /5000 1.7 DF 1' -0" E❑ 14" BCI 15000 1.7 DF 1'4" E❑ (2)-117/8" BCI /50001.7 DF 1'4" ED 117/8" BCl/50001.7 DF 1' -4" E❑ 91/2" BCI /50001.7 DF V -0" E] (2) -7 1/4" BCl/50001.7 DF 1'4" ❑7 71/4" VL 1'4" 8❑ (2) -2X12 V -0" E❑ 2X12 1' -4" 10 2X12 V -0" UPPER LEVEL ROOF FRAMING PLAN 3/16" = 1' -0" ROOF FRAMING NOTES: 1. ROOF SHEATHING 5/8" (48124 SPAN RATING). STAGGER PANEL END JOINTS AND FASTEN WITH 10d NAILS AT 6" MAXIMUM ALL EDGES AND 1' -0" MAXIMUM OTHER SUPPORTS. 2. RE: ARCHITECT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS NOT NOTED. 3. ALL HEADERS SHALL BE (3) -2X10 UNLESS OTHERWISE NOTED. ALL HEADERS SHALL BE BUILT OUT TO 51/2" OR 31/2" WIDTH BY ADDING PLYWOOD SHIMS AS REQUIRED. 4. ALL HEADERS LONGER THAN 6' -0" SHALL REQUIRE TWO TRIM STUDS AND TWO KING STUDS EACH SIDE. 5. ALL JOIST HANGERS SHALL BE SIMPSON LUP, WP OR LSSU TYPE UNLESS NOTED OTHERWISE. 6. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM SHALL USE SIMPSON PLATE CONNECTORS UNLESS NOTED OTHERWISE ON DETAILS. 7. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO ROOF (INCLUDING RAKE WALLS). 8. ALL PREFABRICATED TRUSSES SHALL BE ALIGNED WITH WALL STUDS BELOW. 9. < > INDICATES TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT. 10. RE: ARCHITECT FOR CHIMNEY SIZES AND LOCATIONS NOT NOTED ON STRUCTURAL PLANS. 11. OVER FRAMING SHALL BE 2X6 MINIMUM AND SHALL BE POSTED DOWN TO MAIN TRUSSES ON A GRID NOT TO EXCEED 4' -0" X 4' -0" (16 FT 2) 12. ALL COLUMNS SHALL BE (3) -2X6 UNLESS OTHERWISE NOTED. c RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com TRIUMPH 12 Vail Road, Suite 700 Vail, CO 81657 Tel ( 970) 479 -9990 www.triumphdev.com p O STAMP ti Monroe Newell Engineers, Inc. Structural 'E.ngiRCers V2.il • Dvnver ^A^, W 4-i W tWt , I� W FE* M V� 0 4� V1 O O n � `^ O O � U ISSUED FOR: No. Date Remarks K 9 -06 -13 Issue for Permit 10 -04 -13 For Construction PROJECT NO: 9156 PHASE: CD DRAWN BY: CJH CHECKED BY: CC Garage Roof Framing Plan SHEET NAME S296 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) 1' -6" TOWN j By M Haeberle at 11:38 am, Oct 14, 2013 3" 3" CONCRETE SLAB ON METAL DECK RE" ARCH. FOR EXTERIOR FLOOR JOIST WITH SIMPSON RIMT PATIO FINISHES TOP FLANGE HANGER ARCHITECTURE INTERIORS PLANNING #4 AT 1' -0" EACH WAY Architects, PC • >•. ;. ,...:,...,..:.:� :,::= •:.::;:- ,•:::.. >.; -:- 1/2" GLASS PANEL PO Box 7630 Avon, Colorado 81620 O O Tel (970) 949 -0916 Fax (970) 949 -1017 ------------------------------------------ www.RMTarchitects.com 1/2" SCREWS 2 "X1" STEEL RAIL AT ENDS 0 0 AT 2' -0" CONNECT TO CMU PILASTER DECK JOIST WITH STEEL BEAM WITH WEB WITH L3X3X1 /4 WITH 3/4 "0 SIMPSON U HANGER BLOCKING EPDXY BOLT. WELD ANGLE TO RAIL O O STEEL BEAM SECTION 1 `9 3/4" = 1' -0" 2" X 3/4" STEEL RAIL i ■ RE" ARCH. FOR EXTERIOR C U S T 0 M H ` PATIO FINISHES SECTION 10 12 Vail Road, Suite 700 1 1/2" = 1'_0" SECTION 6 Tel CO 81657 ( 970) 479 -9990 1.011 3/4" = 1' -0" www.triumphdev.com 2" 2" ° • PLATE 1/4" J 6 X T WITH (2) -3/4 "0 THRU BOLTS '_• ° "f3 • ' 3 DECK JOIST WITH <6�} SIMPSON U HANGER FLOOR JOIST WITH SOLID ; C� C7 C0 10X10 POST 4X10 BLOCKING f '` +� O O 4" RE: ARCH. FOR EXTERIOR LOAD BEARING WALL PATIO FINISHES L •art . SECTION 15 0 _ , SECTION 2 =z 3/4" = 1' -0" N _ 0 1 r -1 3/4" = 1' -0" STAMP O O (2)-3/4-'0X8"- Cl) LAG SCREWS 10X10 FLOOR SHEATHING SECTION 11 DECK JOIST WITH 3/4 "0 LAG BOLT SOLID BLOCKING 1 1/2" = 1' -0" WOOD BEAM 1' -2" i 3" 3" SECTION 7 RIM JOIST Monroe Newell 3/4" = 1' -0" Eng,'LnLers, Inc. CONCRETE EDGE Structural Engirwers vai I • 1h liver (2) -3/4 "0 ALL THREAD WITH EXTERIOR STUD WALL FLOOR JOIST RE: PLAN d TO PLATE WASHERS WITH SHEATHING O O 10X10 POST - SIMPSON PLATE OR ANGLE Q� RE: ARCH. FOR EXTERIOR RE: SHEAR WALL SCHEDULE �..� PATIO FINISHES q RIP AS REQUIRED TO FIR BELOW SHEATHING O o SECTION 3 'a 3/4" = 1' -0" 1" MAX. 10X10 - - - - - -- - -- ------ - - - - -- LINE OF 2X10 1 1/2" GYPCRETE TOPPING BEYOND SECTION12 FLOOR SHEATHING 1 1/2" = 1' -0" SECTION 8 ..::.. ...........:..:................ V� 3/4" = 1' -0" BEAM AND HANGER RE: PLAN A ° STEEL BEAM ° 3" MIN. — Q STEEL BEAM RE: PLAN WITH FLOOR JOIST RE: PLAN RE: PLAN Q, Cl, ° ° 2X RIPPED TOP PLATE AND WITH SIMPSON ITS HANGER 1/2" 0 BOLTS AT 2' -0" (STAGGER) O a Q° 0 0 d ^y SOLID WEB PACK WITH 811 8" 1/2 "0 THRU -BOLTS WITH MIN. MIN. A a s SECTION 4 WASHERS AND NUTS ° a ANGLE RE: PLAN VIEW A -A AL —f A n �" SECTION 13 (4) 3/4 "0 X 8" H.A.S. i CIN i 1 1/2" GYPCRETE TOPPING i• eo FLOOR SHEATHING i• ISSUED FOR: i ;r, FLOOR JOIST WITH No. Date Remarks • SOLID BLOCKING K 9 -06 -13 Issue for Permit HEADER BEAM 10 -04 -13 For Construction VIEW A -A SECTION 9 3/4" = 1' -0" WOOD BEAM L FLOOR JOIST RE: PLAN RE: PLAN WITH SIMPSON HANGER SECTION 14 3/4" = 1' -0" SECTION 5 PROJECT NO: 9156 3/4" = 1' -0" PHASE: CD DRAWN BY: 014 CHECKED BY: CC Floor Framing Sections and Details SHEET NAME S392 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VAIL ' `? By M Haeberle at 11:38 am, Oct 14, 2013 BLOCKING BETWEEN BENT BEAM EACH JOIST RE: PLAN ARCHITECTURE INTERIORS PLANNING 2X6 T &G DECKING VPA CLIP AT EACH JOIST Architects, PC NOTCH RE: ARCH. RMT TOP OF STEEL PO Box 7630 (4) -SDS SCREWS Avon, Colorado 81620 RAFTER RE: ARCH. X 4 1/2" LONG Tel (970) 949 -0916 ROOF JOIST Fax (970) 949 -1017 RE: PLAN www.RMTarchitects.com i WINDOW i STUB COLUMN RIM FASCIA TIMBER BEAM STEEL BEAM RE: ARCH. RE: PLAN i C ' (2)-1"0 THUR BOLTS RE: PLAN , i SECTION 15 o 3/4" 0 ALL THREAD i T &G SOFFIT ROD. COUNTER SINK RE: ARCH. TRIUMPH i 3/4" = 1' 0" WASHER ENDS i HEADER � RE: PLAN RAFTER BEYOND fJ (2)- TRIMMERS RE: ARCH. ___]:j i C ON EACH SIDE 12 Vail Road, Suite 700 3/4 "0X8 "LAGS SECTION 5 SECTION 1 O SECTION C -C -01, 3/4" = 1' Tel (970) 479-9990 www.triumphdev.com C�p O (2) -3/4" 0 THRU BOLTS �, • ` .•3 MIN. 3 1/2 "3: `s AT BOLT i �'' C) VENEER RE: ARCH. } V L SECTION 10 3/4" = 1' -0" 0� STAMP 1/4 "X2 "X2" SECTION 2 PLATE WASHER 3/4" = 1' -0" COUNTER SINK AND PLUG SECTION 6 3/4" = 1' -0" i Monroe Newell Engineers, Inc. DOUBLE BEVELED PLATE Structural EngiRCers Veil • Dvnver 1 1/2" LSTD PIPE X ROOF SHEATHING rA 5 1/2" WITH 3/4" 0 12 W THREADS (PLUG EACH END) J d RIDGE BEAM i RE: PLAN [��] RAFTER RE: ARCH. SECTION 11 T &G SOFFIT 3/4" = 1' -0" RE: PLAN FASCIA �I RE: ARCH. 1 �W SOLID WEB BLOCKING BEAM RE: PLAN WITH 1 /2 "OUTHRU -BOLTS WITH 2X RIPPED RAFTER OR 1 /2 "OUALL- THREADS TOP PLATE ATTACHED RE: PLAN RIM JOIST WELDED TO BEAM WEB WITH 1/2 "0 THRU BOLTS AT 4' -0" (60TH SIDES) SECTION 7 AT 2' -0" (STAGGERED) 2X6 T &G DECKING RE: ARCH. 3/4" = 1' 0" FLOOR JOIST V 1 0 PLAN WITH SOLID BLOCKING n RAFTER RE: ARCH. o r+ o (4) -SDS SCREWS X 4 1/2" LONG A A BEAM RE: PLAN STEEL BEAM G, FASCIA RE: PLAN • RE: ARCH. 0 0 0 0 WOOD BEAM SECTION 12 3/4" = V -0" SECTION 3 3/4" = 1' -0" �..� STEEL COLUMN RE: PLAN HANGER O RE: PLAN O (2)- L4X4X1 /2 ANGLE WITH i i O RE: ARCH. FOR EXTERIOR PATIO (2)-3/4"0 THRU BOLTS i i FINISHES ------------ - - - - -- - -- - -- ------------ - - - - -- - EACH SIDE u ^ 0 SECTION A -A ISSUED FOR: SECTION 8 No. Date Remarks K 9 -06 -13 Issue for Permit 3/4" - V -0" , , 10 -04 -13 For Construction STEEL BEAM SECTION 13 RE: PLAN 3/4" = V -0" B i i -- - - - - -, i 0 01 WEB BLOCKING JOIST, RE: PLAN BEAM, RE: PLAN B PROJECT NO: 9156 PHASE: CD L50 CLIP TYP. (2) -SDWC TOE NAILED i i DRAWN BY: CJH AT EACH JOIST INTO CHECKED BY: CC H2.5 CLIP DROPPED BEAM Roof Framing 4__ Sections and SECTION 14 Details SHEET NAME 3/4" = 1' -0" SECTION B -B SECTION 9 SECTION 4 3/4" = 1' -0" 3/4" = 1' -0" S393 SHEET NUMBER Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN Of VAIL By M Haeberle at 11:38 am, Oct 14, 2013 D 51GN CONE) ONO WINTER DESIGN TEMPERATURES: SUMMER DESIGN TEMPERATURES: ELEVATION WALL R -VALUE (AVG) ROOF R -VALUE (AVG) GLASS U -VALUE (AVG) GLASS SHADING COEFFICIENT (AVG) ELECTRICAL POWER AVAILABLE INDOOR: -70 F DB OUTDOOR: -20 F DB INDOOR: -75 F DB OUTDOOR: 90 F DB M2.1 8,500 FEET M2.2 23 M23 50 0.30 0.46 115/1, 208/1, 208/3 SHEET DESCRIPTION MO.O MECHANICAL COVER SHEET MO.I MECHANICAL ZONING PLAN M1.0 MECHANICAL SCHEDULES M2.1 LOWER LEVEL MECHANICAL PLAN M2.2 LOWER LEVEL MECHANICAL PLAN M23 MAIN LEVEL MECHANICAL PLAN M2.4 MAIN LEVEL MECHANICAL PLAN M2.5 UPPER LEVEL MECHANICAL PLAN M3.0 MECHANICAL SCHEMATICS M3.1 MECHANICAL SCHEMATICS M4.0 MECHANICAL SPECIFICATIONS M4.1 SEQUENCE OF OPERATION DUCTUJOFC LEGEND SINGLE LINE DESCRIPTION DOUBLE LINE CHECK VALVE 90° ELBOW DOWN W CARBON DIOXIDE SENSOR SO* ELBOW UP OR PLUG VALVE OFFSET TO CHANGE ELEVATION ( AT 30° WHEN POSSIBLE. ARROW SLOPES DN. ) Y ) �-1�— GLOBE VALVE ROUND RADIUS ELBOW STRAINER (Y -TYPE) WITH BLOW -DOWN COTG SO* STRAIGHT TEE OR TWO -WAY AUTOMATIC CONTROL VALVE 90° CONICAL TEE THREE -WAY AUTOMATIC DIVERTING VALVE OR 45' BRANCH OR PRESSURE REGULATOR (OR REDUCING VALVE) 45° CONICAL TEE TWO -WAY MODULATING CONTROL VALVE —N SIZE OR SHAPE TRANSITION ❑T -� - -AMW ROUND FLEXIBLE DUCT DIFFERENTIAL PRESSURE VALVE s OR s PRESSURE RELIEF VALVE V MANUAL AIR VENT GPM 90° ELBOW DOWN LD VACUUM BREAKER 90° ELBOW UP PRESSURE GAUGE WITH GAUGE COCK DROP/ RISE OFFSET TO CHANGE ELEVATION (AT 30° WHERE POSSIBLE). ARROW IN DIRECTION OF AIRFLOW. INDICATE DROP OR RISE. DIIR OP /��RISE PRESSURE / TEMPERATURE TEST PORT PC TEMPERATURE SENSOR 7 I ROUND RADIUS ELBOW EEI THERMOMETER RECTANGULAR ELBOW WITH TURNING VANES BTU METER (FLOW d TEMPERATURE DIFFERENCE) RR SPLIT BRANCH TAKE -OFF WITH SQUARE ELBOW E SPLITTER DAMPER JJ FLOW SWITCH SPLIT BRANCH TAKE -OFF WITH RADIUS ELBOW E SPLITTER DAMPER AQUASTAT __+O OR BRANCH TAKE -OFF WITH RADIUS HEEL AND DAMPER TYPE OF AIR DEVICE. ELASTOMERIC PIPING ISOLATOR (WITH KEVLAR) BRANCH TAKE -OFF WITH AIR EXTRACTOR PIPE UNION -I-I LINED DUCTWORK (UNLESS NOTED OTHERWISE) OR RADIANT OR SNOWMELT MANIFOLD WITH ACCESS SQUARE NECK CEILING DIFFUSER 4 -WAY DIRECTIONAL THROW UNLESS INDICATED OTHERWISE PIPE UP OR PIPE UP E DOWN C OR G PIPE DOWN ROUND NECK CEILING DIFFUSER 4 -WAY DIRECTIONAL THROW UNLESS INDICATED OTHERWISE FLOOR DRAIN T � SIDEWALL SUPPY GRILLE OR REGISTER WITH AIR EXTRACTOR T HORIZONTAL CLEANOUT L ROUND NECK CEILING DIFFUSER y L)HALF y MI SUPPLY DUCT RISER m HWS /R HEATING WATER SUPPLY /RETURN RETURN, EXHAUST OR OUTSIDE AIR DUCT RISER LA -�� RS d RL REFRIGERANT SUCTION E REF. LIQUID - -- -- - -- --- DOMESTIC COLD WATER (DCW) CEILING RETURN AIR GRILLE OR REGISTER - ---- ---- --- ----- DOMESTIC HOT WATER RECIRC (DHR) 4 DOOR GRILLE ----- V - - - -- VENT GW GREASE WASTE MANUAL BALANCING DAMPER - BD BUILDING DRAIN MOTORIZED DAMPER - OD OVERFLOW DRAIN (STORM) SMOKE DAMPER - MPG MEDIUM PRESSURE NATURAL GAS FIRE DAMPER - F/S COMBINATION FIRE AND SMOKE DAMPER - F/S GEO GEOEXCHANGE SOURCE CEILING RADIATION DAMPER - (UG) UNDERGROUND GRAVITY BACKDRAFT DAMPER - S DUCT MOUNTED SMOKE DETECTOR O / CEILING ACCESS PANEL / BASE MOUNTED END SUCTION PUMP WALL CAP - BATH OR DRYER EXHAUST WITH INTEGRAL BACKDRAFT DAMPER KEF FIFING LEGEND —�— OR 104 GATE VALVE AFF CHECK VALVE OR BALL VALVE CARBON DIOXIDE SENSOR BUTTERFLY VALVE OR PLUG VALVE �M CIRCUIT SETTER WITH GPM DEHUMIDISTAT GLOBE VALVE OR STRAINER (Y -TYPE) WITH BLOW -DOWN COTG CLEAN -OUT TO GRADE OR TWO -WAY AUTOMATIC CONTROL VALVE OR ► THREE -WAY AUTOMATIC DIVERTING VALVE OR SOLENOID VALVE OR PRESSURE REGULATOR (OR REDUCING VALVE) u f TWO -WAY MODULATING CONTROL VALVE 0 THREE -WAY MODULATING MIXING VALVE ❑T -� THERMOSTATIC MIXING VALVE (TMV) DP DIFFERENTIAL PRESSURE VALVE s OR s PRESSURE RELIEF VALVE V MANUAL AIR VENT GPM AUTOMATIC AIR VENT LD VACUUM BREAKER �--I OR PRESSURE GAUGE WITH GAUGE COCK MOD PRESSURE SENSOR I` PRESSURE / TEMPERATURE TEST PORT PC TEMPERATURE SENSOR 7 I THERMOMETER WELL EEI THERMOMETER RA (OR R /A) BTU METER (FLOW d TEMPERATURE DIFFERENCE) RR FLOW METER Fs FLOW SWITCH EXH = EXHAUST AQUASTAT __+O OR BRAIDED TYPE FLEXIBLE PIPE CONNECTOR TYPE OF AIR DEVICE. ELASTOMERIC PIPING ISOLATOR (WITH KEVLAR) (I— PIPE UNION -I-I QUICK CONNECT (GAS) OR HOSE BIB (WATER) OR RADIANT OR SNOWMELT MANIFOLD WITH ACCESS 0___ PIPE UP OR PIPE UP E DOWN C OR G PIPE DOWN O FLOOR DRAIN I DW - DOMESTIC WATER FLOOR SINK I HORIZONTAL CLEANOUT OR Q FLOOR GLEAN -OUT 0 METER PIPING D 3I NATICN5 CWS /R CHILLED WATER SUPPLY /RETURN CS /R CONDENSER WATER SUPPLY /RETURN HWS /R HEATING WATER SUPPLY /RETURN HWS /R(HT) HEATING WATER SUPPLY /RETURN HIGH TEMP HWS /R(LT) HEATING WATER SUPPLY /RETURN LOW TEMP SMS /R SNOWMELT SUPPLY /RETURN RS d RL REFRIGERANT SUCTION E REF. LIQUID - -- -- - -- --- DOMESTIC COLD WATER (DCW) - ---- -- - - - - -- DOMESTIC HOT WATER (DHW) - ---- ---- --- ----- DOMESTIC HOT WATER RECIRC (DHR) -- 110 -- DOMESTIC HOT WATER AT TEMP SHOWN W WASTE ----- V - - - -- VENT GW GREASE WASTE PW PRESSURIZED WASTE IW INDIRECT WASTE BD BUILDING DRAIN BS BUILDING SEWER SD STORM DRAIN OD OVERFLOW DRAIN (STORM) SOD SEDIMENT d OIL DRAIN G NATURAL GAS MPG MEDIUM PRESSURE NATURAL GAS LPG PROPANE GAS D DRAIN CD CONDENSATE DRAIN F FIRE SPRINKLER CA COMPRESSED AIR GEO GEOEXCHANGE SOURCE SWS /R SOLAR WATER SUPPLY /RETURN (E) EXISTING (UG) UNDERGROUND GF GLYCOL FEEDER INLINE WET ROTOR PUMP —C��— INLINE WET ROTOR PUMP (W/ INTEGRAL CHECK) HEAT PUMP INLINE CLOSE - COUPLED PUMP HEAT EXCHANGER BASE MOUNTED END SUCTION PUMP f=L AN 4555;� V I AT I ON 5 AAV CO AFF CARBON MONOXIDE SENSOR G2 ABOVE CARBON DIOXIDE SENSOR OHUMIDISTAT CFM CUBIC FEET PER MINUTE (AIR QUANTITY) OH D CEILING DEHUMIDISTAT N2 GONG NITROGEN DIOXIDE SENSOR COTG CLEAN -OUT TO GRADE OCCUPANY SENSOR (RE: ELECTRICAL) PB DMPR ERV PUSH BUTTON CONTROLLER (LIGHTED) PT EACH ERV PERCENT TIMER CONTROLLER (LIGHTED) OS ER / EG SENSOR OTHERMOSTAT EXISTING TO REMAIN EXH EXHAUST FCO POINT OF DISCONNECTION 8 FIRE DAMPER OR FLOOR DRAIN POINT OF NEW CONNECTION FIRE PROTECTION CONTRACTOR GPM WALL ON /OFF CONTROL SWTICH LD SUPPLY DIFFUSER (LINEAR) MC AID [DEEVCEE MOD MOTOR OPERATED DAMPER OA (OR OSA) SIZE (INCHES) PC NOTE: FOR STANDARD MODULE SIZE PLNM REGISTERS, SIZE GIVEN IS NECK PR SIZE. REFER TO AIR DEVICE SCHEDULE RA (OR R /A) SHEET FOR MODULE SIZE. RR " = AIR QUANTITY (CFM) CA = COMB. AIR OSA = OUTSIDE AIR 1216 D -250 RET = RETURN RETURN AIR GRILLE EXH = EXHAUST SUPPLY AIR MUA = MAKE -UP AIR SMOKE DAMPER TYPE OF AIR DEVICE. SUPPLY REGISTER (SIDEWALL OR DUCT MOUNTED) RE: SCHEDULE SHEET STUDOR VENT (SIZED BY CONTRACTOR) TYP TYPICAL F�I5F� TRANSITION T/A DUCTING: PIPING: OA - OUTSIDE AIR CH - CHILLED /HEATING WATER TE - TOILET EXHAUST I DW - DOMESTIC WATER VENT THROUGH ROOF G - GAS GENERAL: SM - SNOWMELT US - UTILITY SHAFT 1 SD - STORM WATER (SD AND /OR OD) TRANSFER WV - WASTE AND /OR VENT AHU TE RISER NUMBER 1 AS AIR SEPARATOR Af fR TRMINAL UNIT D 51GNATION <C "r: CHILLER TERMINAL TYPE: COILING COIL CV - CONSTANT VOLUME BOX (SERIES) CABINET HEATER FP - FAN POWERED BOX (PARALLEL) COOLING TOWER CELL VV - VARIABLE VOLUME CONSTANT VOLUME BOX VR - VARIABLE VOLUME w/ REHEAT DISHWASHER EXHAUST FAN COOLING AIR QUANTITY (CFM) FP 1100 ECU 540 � MINIMUM AIR QUANTITY (CFM) FOR Y VENTILATION OR HEATING. ENERGY RECOVERY VENTILATOR (AIR TO AIR HX) PRIMARY AIR VALVE SIZE f=L AN 4555;� V I AT I ON 5 AAV AIR ADMITTANCE VALVE (STUDOR OR EQUAL) AFF ABOVE FINISHED FLOOR ABV ABOVE BLW BELOW CFM CUBIC FEET PER MINUTE (AIR QUANTITY) CLG CEILING GO CLEANOUT GONG CONCRETE COTG CLEAN -OUT TO GRADE DN DOWN DMPR DAMPER EA EACH EC ELECTRICAL CONTRACTOR ER / EG EXHAUST REGISTER / EXHAUST GRILLE ETR EXISTING TO REMAIN EXH EXHAUST FCO FLOOR CLEAN -OUT FD FIRE DAMPER OR FLOOR DRAIN FPC FIRE PROTECTION CONTRACTOR GPM GALLONS PER MINUTE (WATER FLOW RATE) LD SUPPLY DIFFUSER (LINEAR) MC MECHANICAL CONTRACTOR MOD MOTOR OPERATED DAMPER OA (OR OSA) OUTSIDE AIR PC PLUMBING CONTRACTOR PLNM PLENUM PR PIPE RISER RA (OR R /A) RETURN AIR RR RETURN REGISTER RG (RAG) RETURN AIR GRILLE SA (OR S /A) SUPPLY AIR S. DMPR SMOKE DAMPER SR SUPPLY REGISTER (SIDEWALL OR DUCT MOUNTED) SV STUDOR VENT (SIZED BY CONTRACTOR) TYP TYPICAL TRANS TRANSITION T/A THROW AWAY UNO UNLESS NOTED OTHERWISE US UTILITY SHAFT VTR VENT THROUGH ROOF W/ WITH WCO WALL CLEAN -OUT XFR TRANSFER = 11M NT 455fR V I AT I ON5 AHU AIR HANDLING UNIT AS AIR SEPARATOR B BOILER (HOT WATER) CH CHILLER CC COILING COIL CH CABINET HEATER CT COOLING TOWER CELL CV CONSTANT VOLUME BOX DEF DISHWASHER EXHAUST FAN EBH ELECTRIC BASEBOARD HEATER ECU EVAPORATIVE COOLING UNIT EF EXHAUST FAN ERV ENERGY RECOVERY VENTILATOR (AIR TO AIR HX) ET EXPANSION TANK PC FAN COIL FP FAN POWERED BOX GF GLYCOL FEEDER HC HEATING COIL HP HEAT PUMP HX HEAT EXCHANGER H HUMIDIFIER KEF KITCHEN EXHAUST FAN MV MIXING VALVE P PUMP (SEE PIPING LEGEND FOR DETAILS) RF RETURN /RELIEF AIR FAN SF SUPPLY FAN TEF TOILET EXHAUST FAN TMV THERMOSTATIC MIXING VALVE UH UNIT HEATER VV VARIABLE VOLUME BOX VR VARIABLE VOLUME BOX W/ REHEAT WH WATER HEATER M1 c�u J) ui 94 LA LH LA L _ O U_ 13 (j) V 0 in <1 q PC z LL \ w LLJ _� z X 69 11- Ug Seal - 'V�Pwo Lice e io .I. N jr •m�' 9/6/13 39 O O U Ww O W ^ O UU O a A� 0 O O oa n O Issued For No. Date Comment 1 1/10/13 COORDINATION 2 1/25/13 25,9- PERMIT 3 6/9/13 5O90 PERMIT 4 5/23/13 130% PERMIT 5 9/0/13 ISSUE K: PERMIT MEGHANIGAL COVER SHEET Project No. Sca le: 13041.00 N/A Drawn By: Checked By: JAH JDR M0.0 (i W W z Z W w Z O O d) LU N 0_ Z W LU O d) W ff zW J � m O O L O m N � W Z O 5 N � W fY IL O If W L-- LLl J }- nl O q Z W ~ Z L 3 � q 4 D N O Z U_ (L/ cD W z W q Z J 0 W N Uj Z � ~ O W d) 'Q N W ~ J = W o fY LU Uj Z_ W l� p- W fY W p- _ (Y W m � O 4 z q (L = O q lY Z L11 .1 0- F_ O � U � 3 � J O O Z U q ,j, J (L W W =A/0 � W — oLUZ U_ W J W Z z�— �( W W W W z 4 fY � � m 0 8 q W W z Z z (� q W �LUO �o0 z�o Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN of VAIL By M Haeberle at 11:38 am, Oct 14, 2013 Iw I/'+t A I I t i I4—e f-� A I Uf=f=EfR LEVEL Sk4EET L e E) TAG GO CAR50N MONOXIDE SENSOR r -7 I AIR ZONE ` -_j OD DEHUMID16TAT OHUMIDISTAT HUMIDITY HP HEAT PUMP (GROUND SOURCE) r I RADIANT ZONE L J IRH INFRARED RADIANT HEATER MUA MAKE -UP AIR UNIT OS OCCUPANCY SENSOR SNOWMELT ZONE PB PUSH BUTTON CONTROL WITH DELAY OFF RZ RADIANT ZONE ( SLAB TEMPERATURE SENSOR T2 SA SNOWMELT AREA SM SNOW / ICE SENSOR (TEKMAR O'BO /091) OTHERMOSTAT - - - - TS TEMPERATURE SENSOR SENSOR T WALL TIMER 5WTICH INSTALL DEDICATED LOOP IN RIGHT OF WAI' AND L,45EL AS SUCH IN &Z-1 MANIFOLD 50X. -� THEEf;RM05TAT 5C� EEDULEE TAG SERVES TYPE MASTER/ SLAVE HEAT I HEAT 2 COOL HUMIDITY LA T1 LOWER FO'T ER/ HALL/ POWDER SENSOR - - RZ -1 - - - - - - T2 STORAGE ROOM SENSOR - - RZ - 2 - - - - - - T3 5ED 105/ 5ATH ]Oro SENSOR -- RZ -3 -- FC -1 H -1 T4 5ED 109/ 5ATH 110 SENSOR - - RZ -4 - - FC -2 H -2 T5 5ED 121/ 5ATH 122 SENSOR - - RZ -5 - - FC -3 H -3 T/o 5ED 121/ 5ATH 128 SENSOR - - RZ -(o - - FC -4 H -4 T1 FO'T ER/ GREAT ROOM/ POWDER SENSOR - - RZ --I FC -5 FC -5 - - TS HEARTH ROOM/ 5AR SENSOR - - RZ -8 FC -(0 FC -(0 H -5 T9 KITCHEN SENSOR - - RZ -9 - - - - - - T1O DINING/ ROTUNDA/ POOL 5ATH SENSOR -- RZ -IO FC -1 FC --I -- T11 5UTLER'S PANTR�I' SENSOR - - RZ -11 - - - - - - T12 MUD ROOM SENSOR - - RZ -12 - - - - - - T13 ENCLOSED 5RIDGE SENSOR - - RZ -13 - - - - - - T14 GARAGE SENSOR - - RZ -14 - - - - - - T15 OFFICE 4 GRAFT SENSOR SLAVE RZ -15 - - FG -8 - - T1(o MASTER CLOSET SENSOR SLAVE RZ -1ro - - - - T11 MASTER 5ATH SENSOR SLAVE RZ -1-1 - - - - T18 MASTER BED SENSOR MASTER RZ -18 -- H -(0 T19 ROTUNDA OFFICE SENSOR - - RZ -19 FC -9 FC -9 - - T20 EXERCISE ROOM/ EXERCISE BATH SENSOR -- RZ -20 FG -10 FC -10 H --i T21 MASSAGE ROOM SENSOR - - RZ-21 FC -11 FC -11 - - T22 THEATER SENSOR -- FG -12 -- FG -12 H -8 T23 LAUNDR�I'/ SUPPL�I' SENSOR - - FC -13 - - FC -13 - - T24 A/V ROOM DAIKIN - - - - - - FG -14 - - T25 WINE CAVE WINE GUARD IAN - - - - - - WC1U -1 WGU -1 T2& MEGHANICAL LINE VOLTAGE - - - - - - 6F -1 - - 0 M 3E c� ud� Uj Ix LA LA 0 <1 q z ICLU IL \ LLI _� 99WX tom'- -► 1� Seal P'00 LiC 9/6/1 •` 9C �. .••w ' KJN AIL � O U Ww �o Q W W � Q Q UU O W a A� W O OO oa O Issued For No. Date Comment 1 1/10/13 COORDINATION 2 1/25/13 25,9- PERMIT 3 6/9/13 50% PERMIT 4 5/23/13 130% PERMIT 5 e /(o /13 ISSUE K: PERMIT MECHANIGAL ZONING PLAN t ta- NORTH Project No. Sca Ie: 13041.00 3/32'' = 1' -0" Drawn 5y: Checked 5y: JAH JDR moo I W W z z w w z 0 0 d) LU z w 0 0 d) w zw o� mo 0 o(Y UL �o m Zw O � W O (Y- L11 CC1 A nl O q Z V ~ Z L 3 � q 4 D O 1 U- jy cD wz w q Z J 0 wVJ) ul Z H H O w� d) q N w� wQ) U Z_ w l� p- w� wCL _(y w �_ m� 0 Qo oq O q ((k wCL o �u 93 ►— q :3 J 13 O 0 z U q w CIL� ww =Vz �w- oLU? U�w W Z z�— �ow Wu'w z 4 � � m 0�0 q w z w z z (� q w � �Lo you z�o 0" rowru of VAIL Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) By M Haeberle at 11:38 am, Oct 14, 2013 Uf=f=EfR LEVEL fi�Al5 S�AEET IS E NEW TO file 1 ECI�ANICAL Safi 1 1 1 1 1 1 1 OUTLET WITH 3 "0 EXIT CONE (NOZZLE) TO INCREASE VELOCITY TO DISCHARGE RADON GASES UP AND AWAY FROM BUILDING 4 ",P RADON VENT PIPE (SCH 40 DWV PVC). SEAL ALL JOINTS WITH PVC PRIMER E GLUE, AIR E WATER TIGHT. CONTRACTOR SHALL TEST RADON LEVELS AFTER CONSTRUCTION AND INSTALL FAN ONLY IF NECESSARY. ROUGH -IN ELECTRICAL POWER DURING CONSTRUCTION. RUBBER OR NEOPRENE FLEXIBLE COUPLINGS SEAL PENETRATIONS INTO THE HABITABLE ENVELOPE OF THE BUILDING. GAP HOLLOW CORE WALLS (IF APPLICABLE) SEAL ALL PENETRATIONS d JOINTS IN THE SLAB. SOIL -GAS MEMBRANE INSTALLED BELOW CONCRETE SLAB OR GRAVEL. PERFORATED PIPE INSTALL BENEATH THE SOIL - GAS - MEMBRANE. PIPE SHALL BE INSTALLED NO CLOSER THAN 12" FROM EXTERIOR WALLS. T- FITTING TO SUPPORT PIPE INLET WITHIN GAS - PERMEABLE MATERIAL RADON 1"1 1 T I AT I ON 6 T STE -1 FOR 5U5 = &L A5 D PR ,55UR I ZAT ION NO SCALE E 4" MIN OF 3 /g" TO 11/4" CLEAN (WASHED) GRAVEL (TYP.). RADON MITIGATION BED. 3/4" TOOLED JOINT TO BE FILLED WITH SEALANT. (TYP.) SOIL GAS BARRIER (TYP.) CONTROL JOINT TO BE FILLED WITH SEALANT. 4" MIN PERFORATED DRAIN PIPE. RADON 5U5 =6L ,45 INTERIOR WALL I" MINIMUM e NOTE REFER TO ARCHITECTURAL PLANS FOR WALL /SLAB CONSTRUCTION INFORMATION. [DEF=fRE55UfRIZATION D TAIL 5 NO SCALE fRADON FAI 5 SYM, DESCRIPTION FAN MANUFACTURER REMARKS COY II CFM SP 'a SL W /,4/HP VOLT 50NES 4 MODEL NO. 2 13 (D Qu_ 0 `Q RF —1 * RADON FAN 89 1.0 " 85 W 115/1 — — FANTECH HP190 FLEXIBLE DUCT CONNECTORS RF — 2 * RADON FAN 89 1.0" 85 W 115/1 — — FANTECH HP190 FLEXIBLE DUCT CONNECTORS RF -3* RADON FAN 89 1.0" 85 W 115/1 — — FANTECH HP190 FLEXIBLE DUCT CONNECTORS * CONTRACTOR SHALL TEST RADON LEVELS AFTER CONSTRUCTION AND INSTALL FAN ONLY IF NECESSARY. ROUGH -IN ELECTRICAL POWER DURING CONSTRUCTION. ENEF;�AL= NOTES= 1. UNDERGROUND RADON PIPING SHALL BE 4110 PERFORATED G0RRUGc,4TE1D DRAIN PIPE. COIDED NOTES, (D 411�) PVC RADON RISER UP. O2 ROGATION OF- f=UTURE RA90N EXHAUST SAN, FAN SHALL 5E INSTALLED IN VERTICAL SECTION OF PIPS IF FOUND NEGE55ARY. O3 ROUGH IN ELECTRICAL SERvIGE POF, FUTURE RADON SAN. O 41'(� PUG RADON RISER TH ROUGH THE �00F. 0 e ME C� COY II LU Ix LA > 1 W LA gac:> 2 13 (D Qu_ 0 `Q <1 z 1CLU LL \ _� ' ` LL1 O Sea I �p00 LIC &� ii�•.i••fiiiS' 143113 {� i ; 39 • Sl0 Al- a� U Ww � O Q W W O 1 O UU a A� O Oo oa O Issued For No. Date Comment 1 1/10/13 COORDINATION 2 1/25/13 259. PERMIT 3 6/9/13 5090 PERMIT 4 5/23/13 130% PERMIT 5 e /(o /13 ISSUE K: PERMIT (o 10/3/13 A51 I: PERMIT RESUB RADON MITIC;ATION PLAN IAL �T NORTH Project No. Scale: 13041.00 3/32" = 1' -0" Drawn By: Checked By: JAH JDR M0.2 (i W W z z LU LU z _O d) LU N 0_ z tu LU d) LU (k ztil o� m _O O �o m Zw O � W IL O ff L11 CCI A t-- w O 4 Z W ~ Z L 3 � 4 4 D N U_ U, z wq Z J 0 W N i� ~O W� d) U1 _ W WQ) _ ff U1 f- Uj Z_ lU l� p- wff W CL _ (y Ua m � O 4 z O � O wCL F- O �u �3 � J 13 O O z u �w O� W w =(Vz oLUz UAW �W Z Z�- wW �z � � m 0 8 d LU w z z z q w �LU O yo0 qfo rowN of VAIL Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) By M Haeberle at 11:38 am, Oct 14, 2013 GAS LOADS SUMMAKY AFFLIANCE P: Br EA Cr CF` EA.Cr OUAPMTY K!15 TC AL CF` 10TAI- 5_ BOILEK 3 399 CCU '`,1G T -iC 3 99 B - 50il -EF, _ 399 SAL -' ' I 130 39Q B -3 _F,OILFR_ 3 399 1 507 3 399 BC'ILtK 3 399 5,!5 ;�Z -2 3 99 r- 50iLEK - G.^ C 0.3 9 GC L1_G BOILER - GC C 0.7 2" GCC LHI N 'F,,' RODOt ' DR: 3C 39,7 _ 6C 74 KIT Eh RANGE 99 -3 1 99 99 %3 DEC. ^ rIRFFLACE 5/8" b- ES_7 109' 'AT-1 1 10 - G- P. A5TEK BED `I EFLACE 0.9 G- 1580 5 G2 1 -EA,F: - F,00t/ FiKEFLACE O.G - 5/8" ;�Z -5 4 GRFAT ROOI.' FIRfF1_ CE C:. %4 1.0 C:, -4 OUTDOOR GRILL -a e5 0.51 70 e5 FIKEPiT CC 4 7900 CC 4 FAT IC' 51IJB 792 G- 8 0.3 G- 3/_1" TOTAL PROP05ED BUILDING LOAD5 DE51Ghl BASED _0.1 GA5 .A.LUE CF 3C8 BTIJiCU.FT. 204- sr�- RADIANT ZONE SCHEDULE 1A�K, zcCM(5) - f AZ '+ (5 F) BTJ: f nTJ,y rf� G :1 TJ� Cf`J ? TC l A- - JGTf # CF CC�S CCU '`,1G T -iC CF .1.1LCG' ) AOfF 51Zf CCF CC ,1NG5 5Z -. SAL -' ' I 130 1 1 500 10 1.7 9 1 507 7 21 5 0.2 0.7 3 - "' 5,!5 ;�Z -2 51C?RGf FCC M 124 1900 15 0.3 9 1 65 I 1 G5 0.3 0.7 2" 5:i-9 ;�Z -3 Es_7 I G 51' '-EAT -1 I OG 39,7 7100 15 1.0 2 9r 7 1 99 0.3 0.7 3 4° 5/8" ;�L -4 ES_7 109' 'AT-1 1 10 43 G 1 GO 14 0.9 2 1580 5 23C 0.2 O.G 3,4" 5/8" ;�Z -5 ES_7 1 2 1 1i 'A -1 122 420 7300 17 1.0 2 540 2 '210 0.3 0.51 3/-111 5/8511 ;�Z -G ES_7 I 'A -1 1 28 39G 7900 20 1.1 H -5 792 4 8 0.3 0.8 3/_1" 295 ;�Z -7 CYf? C ,f ACCM ?O'. /Df2 020 20200 34 4.0 G I GAG ? 23a O. G. 3.5 1 NO FLANGE ;.z -8 -fAF 1 FCC .1,' 8AF 534 1 4800 28 _. 1 G 1 008 5 2 1 4 0.11 1.9 314" DOUBLE DEFLECTION ;.Z -9 F,I T C-1f''J 200 4500 23 O.G 9 2G7 2 133 0.3 0.7 314" RE: FZ- 1 0 D1 JI.JC FC T J' DAI ?CC_ 5A T -i 708 19500 28 2.8 G 1 14 1 G G 236 0.5 2.5 314" 4 F.Z -I I 5J T- 5FA'`JTFY 17 2+00 21 0.3 9 15G I 15G 0.3 1 0.9 3/4" PLANS ;�Z -1 2 M J D ;POCM 52 2100 40 0.3 G 10- 1 104 0.3 0.5 3'4" 4 2Z- 1 3 1CL O_ 5FJGf 1 3 1 8700 GG 1.2 G 2 G 2 2 1 3 1 G G 2.3 1 3'4" 45 2Z- 1 4 GARAGE 1 190 24000 20 3.4 1 2 1 190 5 235 0.7 4.9 1" CC^JC ;�Z- 1 5 C-FIC t C ;.A -1 127 1 700 13 0.2 9 1 G9 I I G9 0.2 G.G 314" 2 ;�Z- I G 1 5T fF C C:5 1 4 4800 33 0.7 G 258 2 144 0.3 0.9 314" 180 W FZ- 1 7 MA5T7F E AT-i 254 GG00 2G 0.19 G 508 3 1 G9 0.3 0.0 3/4" 1 1Z- 1 8 MA5 T fF �fD 3'9G 9'500 25 1.4 6 7'9% } 98 G.3 G.G 314" 0.0.3-1 FZ- 1 9 FC T J`JD:A CF -1Cf 255 1 2200 47 1.7 6 5 1 G 3 172 G.G. 0.0 31 115 IZ -20 kfFC' f FCC':1 k:fZ 'Sf ATf G4"' 25400 39 3.G G 1 25-+ _. 2 1 G G.G. 0.0 1 UPS 50 -60 F ,Z-21 MA55AGf 125 5900 47 0.8 G 250 2 125 0.4 1.1 3;'4" -1.0 TCTA 5 1/2 86I 3 2 1 3 1 00 25 30.1 1-19011 74 GRUNDFOS 5-6 BOILER JCTf 5: F LCC F CC', -FI'JG 5 5ff fC-iA JICA_ ZC JI:JG ?` A 15 FOR l7FTAILF_D ZONE LAYOUTS. C = CA2? -T 5 = 5TC'17- CC1,JC = CC . .- - J.`,'.C. ZO'J 5 JC -JD_ A55CCIATfD 5AT15, CLC5f-F5 t 7ALL5. _ ::`CCD T = TILE SNOWMELT ZONE SCHEDULE MAKr, DF5GFIFTION F1:F CTI''IiF A ( f) BT ?1 Fr 5 BT j/71 GF"+,�1 TJB` rJ f TOTAL G # OF OAF LOOP r JT 15 =F''.1 /LOAF F.D. iT) MANIFOl D 5A - T J 3 1 N G 51ZF 5Z -. QF _F I.',',AY 24C: 23 295779 22.5 2 24C. RH DUCT 22 8 2.C' 5.6 2" 5,!5 5Z -2 MOTOF, CO FT 2 : 99 23 27C895 2C.G 2 2. 99 C 23C 2.: G.2 2" 5:i-9 5Z -3 FOOL F. ,TIO 4 : 7 23 74500 3 2 . 4. 7 7 2. 2 9 : 2.8 _/2 5/8" 527-4 FOOL FATIO C95 23 35263 0.3 2 09L 5 23C 2.: G.. -;/4" 5/8" 5Z -5 FOOD DF-Gr\ 3G9 23 45457: 3.5 2 3G9 2 95 7 9.9 SUPPLY 5/8511 TOT AL5 RE: 7484 5Y 92:954 7C.. H -5 7484 CT -PP -O 4 BORDER PLANS PLANS ARCH 295 ,4If;R DEVICES SYM. USE MANUF. FRAME MODULE NECK FINISH ACC. REMARKS M5H GPH 4 MODEL TYPE SIZE SIZE HYDRONIC COOLING COIL NORTEC AIR PROVING SWITCH, WALL MOUNT H -1 (FC -1) 2' P.D. 120/1' 1.9 KW RH DUCT IBUTION 4.5 P NPT CV _ 1 FURNIISH WITH NEUTRALIZING MEDIA EXHAUST TITUS TYPE 1 RE: RE: 5Y NORTEC 30° DEFLECTION EG -1 GRILLE 25RL SURFACE PLANS PLANS ARCH O -S.D. Cv = 21 RG -1 RETURN TITUS TYPE 4 FRAME RE: RE: 5Y -- WALL/ CEILING CONCEALED FASTENING H -3 GRILLE CT -PP -O 4 BORDER PLANS PLANS ARCH 1 STEAMHEAD, AUTO DRAIN DRAIN PAN 450 CU. FT. CAPACITY RETURN TITUS TYPE 1 RE: RE: 5Y NORTEC 30° DEFLECTION RG -2 GRILLE 25RL SURFACE PLANS PLANS ARCH -- 450 CU. FT. CAPACITY SG -I SUPPLY TITUS TYPE 4 FRAME RE: RE: 5Y 0.5.1). WALL/ CEILING: CONCEALED FASTENING H -5 GRILLE CT -PP -O 4 BORDER PLANS PLANS ARCH 295 O SG -2 SUPPLY TITUS TYPE 6 RE: RE: 5Y 0.5.D. FLOOR REMOVABLE CORE H -6 GRILLE CT -PP -O NO FLANGE PLANS PLANS ARCH 2 O SUPPLY TITUS TYPE 1 RE: RE: 5Y NORTEC DOUBLE DEFLECTION SG -3 GRILLE 212RL SURFACE PLANS PLANS ARCH 0.5.D. BLADES 4. FANTECH Fr_ CLAMPS (NEOPRENE LINER) EXTERIOR RUSKIN -1.0 RE: RE: 3 NORTEC 4" DEEP LV -I LOUVER ELF3 -T5DX STANDARD PLANS PLANS MILL BIRDSCREEN DRAINABLE BLADES 4 EXTERIOR RUSKIN RE: RE: FC -5 MAKE -UP AIR 2" DEEP LV -2 LOUVER ELF211D STANDARD PLANS PLANS MILL BIRDSCREEN DRAINABLE BLADES H Ut"'1 O I1= I fR5 SYM. DESCRIPTION CAPACITY ELECTRIC MANUF. 4 MODEL REMARKS REMARKS CFM SP 0 SL M5H GPH CONN. SIZE 4 MODEL NO. STEAM HUMIDIFIER 1.5 -5 L56/HR HYDRONIC COOLING COIL NORTEC AIR PROVING SWITCH, WALL MOUNT H -1 (FC -1) 2' P.D. 120/1' 1.9 KW RH DUCT IBUTION 4.5 P NPT CV _ 1 FURNIISH WITH NEUTRALIZING MEDIA EAVLAT TUBE, OUTDOOR AIR RESET PANASONIC STEAM HUMIDIFIER 1.5 -5 LBS /HR NT25 NORTEC AIR PROVING SWITCH, WALL MOUNT H -2 (FC_2) 2' P.D. 12O/1, 1.B KW RH DUCT MOTOR GARAGE 3 Cv = 21 5 6 TUBE, OUTDOOR AIR RESET FANTECH STEAM HUMIDIFIER 15-5 LBS /HR EXHAUST NORTEC AIR PROVING SWITCH, WALL MOUNT H -3 (FC -3) -- 120/1, I.9 KW RH DUCT HUMIDISTAT, STEAM DISTRIBUTION SG -1 1 STEAMHEAD, AUTO DRAIN DRAIN PAN 450 CU. FT. CAPACITY D200 TUBE, OUTDOOR AIR RESET PANASONIC STEAM HUMIDIFIER 1.5 -5 L55/HR 205/3, 10 KW NORTEC AIR PROVING SWITCH, WALL MOUNT H -4 (FC -4) 0.5 120/1' 19 KW RH DUCT IBUTION MECH ROOM STEAM GENERATOR 450 CU. FT. CAPACITY STEAMIST TUBE, OUTDOOR AIR RESET FANTECH STEAM HUMIDIFIER 1.5 -5 L56/HR 205/3, 10 KW NORTEC AIR PROVING SWITCH, WALL MOUNT H -5 (FC_6) STEAMHEAD, AUTO DRAIN 12O/1, LB KW RH DUCT STEAMIST ENERGY RECOVERY 295 O 205/3, 12 KW 115/1 TUBE, OUTDOOR AIR RESET RENEWAIRE STEAM HUMIDIFIER 1.5 -5 LBS /HR VENTILATOR NORTEC AIR PROVING SWITCH, WALL MOUNT H -6 (FC_S) I 120/1, 1.9 KW RH DUCT UPS 26 -99 PC ENERGY RECOVERY 2 O A/V ROOM TUBE, OUTDOOR AIR RESET RENEWAIRE STEAM HUMIDIFIER 1.5 -5 L55/HR VENTILATOR NORTEC AIR PROVING SWITCH, WALL MOUNT H -7 (FC -10) -- 120/1' 1.9 KW RH DUCT RE EIBUTION 1. HANG WITH SPRING VIBRATION ISOLATORS 2. HANG: WITH NEOPRENE ISOLATORS 3. FLEXIBLE DUCT CONNECTORS 4. FANTECH Fr_ CLAMPS (NEOPRENE LINER) 5. GRAVITY BACKDRAFT DAMPER TUBE, OUTDOOR AMR -1.0 STEAM HUMIDIFIER 1.5 -5 L55/HR 3 NORTEC AIR PROVING SWITCH, WALL MOUNT H -5 (FC -12) 45 °r° PG 12O/1, 1.B KW RH DUCT MERV II 1 2 4 TUBE, OUTDOOR AIR RESEIBUTION 1„IE C,44N I CAL E QU I Ft'�IENT SYM. DESCRIPTION CAPACITY ELECTRIC MANUF. 4 MODEL REMARKS REMARKS CFM SP 0 SL M5H GPH CONN. SIZE 4 MODEL NO. MIXING VALVE r' GPM HYDRONIC COOLING COIL TEKMAR TEKMAR 141 ACTUATING MV-1 2' P.D. 24 V 110(3/4 MOTOR 4.5 P NPT CV _ 1 FURNIISH WITH NEUTRALIZING MEDIA EAVLAT BOILERS PANASONIC MIXING VALVE 19 GPM NT25 TEKMAR TEKMAR 141 ACTUATING MV-2 2' P.D. 24 V -112 (1 -1/4 ") MOTOR GARAGE 3 Cv = 21 5 6 -7 FANTECH STEAM GENERATOR 450 CU. FT. CAPACITY EXHAUST STEAMIST SET OPERATION MODE FOR 142 W (MASTER 5ATH) -- 205/3, 10 KW TSG -10 DUAL BOXES, TSC -450 CONTROL, SG -1 1 STEAMHEAD, AUTO DRAIN DRAIN PAN 450 CU. FT. CAPACITY D200 STEAMIST PANASONIC 5 EP -3 205/3, 10 KW 36 0.25" 12 W 115/1 0.5 FV -05VQ5 TSG -10 UPS 26 -99 PC MECH ROOM STEAM GENERATOR 450 CU. FT. CAPACITY STEAMIST SET OPERATION MODE FOR FANTECH (STEAM ROOM) -1 205/3, 10 KW TSG -IO DUAL BOXES, TSC -450 CONTROL, 13� W 115/1 STEAMHEAD, AUTO DRAIN 550 CU. Ft. CAPACITY -- STEAMIST ENERGY RECOVERY 295 O 205/3, 12 KW 115/1 DRAIN PAN RENEWAIRE 1, 3, 5 1.5 VENTILATOR TSG -12 .5" CONDEN&ATE NEUTF,:ALIZATION TAN<,5 SYM. SERVES MAXIMUM MAXIMUM PIPE MANUF. 4 MODEL REMARKS CFM SP 0 SL M5H GPH CONN. SIZE 4 MODEL NO. E.S.P. (IN W.C.) HYDRONIC HEATING COIL HYDRONIC COOLING COIL ELECT. FLUID MANUFACTURER CONFIG. AIR CNT -1 CENTRAL 4 SNOWMELT _1000 MBH 4.5 P NPT AXIOM FURNIISH WITH NEUTRALIZING MEDIA EAVLAT BOILERS PANASONIC 5 EP -1 NT25 6 2 NOTE: CONTRACTOR SHALL COORDINATE COIL HAND ARRANGEMENT PRIOR TO ORDERING FAN COILS CLEFT HAND VERSUS RIGHT HAND) (SEE ALSO MECHANICAL FLOOR PLANS) SYM. DESCRIPTION FAN MANUFACTURER REMARKS 3 - MASON IND. NEOPRENE MOUNT I - NOT USED CFM SP 0 SL W /A /HP VOLT SONES 4 MODEL NO. E.S.P. (IN W.C.) HYDRONIC HEATING COIL HYDRONIC COOLING COIL ELECT. FLUID MANUFACTURER CONFIG. AIR ACCESSORIES SERVES 0 S.L. BATH COIL T.MBH EWT °F EAVLAT GPM PANASONIC 5 EP -1 EXHAUST 6 2 0.25 " 15 W 115/1 0.4 FV_O5VQ5 PH. 1 GARAGE 3 4 5 6 -7 FANTECH 2, 4, 5 EF -2 EXHAUST 425 O.4" 142 W 115/1 -- FG 5XL 1.11 120* CRAWLSPACE 1 15.6 WINE GUARDIAN D200 AIR - COOLED SYSTEM, REMOVABLE DRIP PAD HUMIDIFIER WITH INTEGRAL FAN (0.4 A), CELLAR MOUNTED DIGITAL HUMIDISTAT, CELLAR MOUNTED THERMOSTAT PANASONIC 5 EP -3 EXHAUST 36 0.25" 12 W 115/1 0.5 FV -05VQ5 115/1 UPS 26 -99 PC MECH ROOM 2 GAS `�� 3 A FANTECH 4,5 -1 SUPPLY 366 " 0.4 13� W 115/1 -- FR 225 -- ERV -1 ENERGY RECOVERY 295 O O.2 HP 115/1 -- RENEWAIRE 1, 3, 5 1.5 VENTILATOR HTG: - - CLG: R -410A .5" ROUNDFLOW CASSETTE SPL IT STD, I EV3OO H UPS 26 -99 PC ENERGY RECOVERY 2 O A/V ROOM RENEWAIRE 1, 3, 5 ERV -2 VENTILATOR 124 0.3 5" 0.1 HP 115/1 -- EV130 -- REMARKS: 1. HANG WITH SPRING VIBRATION ISOLATORS 2. HANG: WITH NEOPRENE ISOLATORS 3. FLEXIBLE DUCT CONNECTORS 4. FANTECH Fr_ CLAMPS (NEOPRENE LINER) 5. GRAVITY BACKDRAFT DAMPER NOTE: CONTRACTOR SHALL COORDINATE COIL HAND ARRANGEMENT PRIOR TO ORDERING FAN COILS CLEFT HAND VERSUS RIGHT HAND) (SEE ALSO MECHANICAL FLOOR PLANS) ACCESSORIES 1 - FLEXIBLE CANVAS DUCT CONNECTORS 2 - SPRING VIBRATION IS OLATORS r - LEFT HAND ACCESS (LOOKING UPSTREAM) 6 - RICsHt HAND ACCESS (LOOKINCs UPSTREAM) PAN CO I L � � �-I�D izON I C COOL INCB � ELECTRICAL 3 - MASON IND. NEOPRENE MOUNT I - NOT USED OPTIONS 4 - EC MOTOR 8 - NOT USED MARK MAX O.A. E.S.P. (IN W.C.) HYDRONIC HEATING COIL HYDRONIC COOLING COIL ELECT. FLUID MANUFACTURER CONFIG. AIR ACCESSORIES SERVES 0 S.L. a 8500' COIL T.MBH EWT °F EAVLAT GPM P.D.FT COIL S.MBH T. M5H EWT °F EAVLAT GPM P.D.FT VOLT. H.P. PH. 1 2 3 4 5 6 -7 8 1 CFM CFM 4 4 MODEL NO. 6 FILTER 8 90 1.11 120* 208 1 15.6 WINE GUARDIAN D200 AIR - COOLED SYSTEM, REMOVABLE DRIP PAD HUMIDIFIER WITH INTEGRAL FAN (0.4 A), CELLAR MOUNTED DIGITAL HUMIDISTAT, CELLAR MOUNTED THERMOSTAT STAINLESS 6OO GRUNDFOS 5-3 BOILER 30 1 P -3 23 5 116 115/1 UPS 26 -99 PC 2 GAS `�� 3 A K5N6O1 PG GRUNDFOS 5-4 BOILER PC -14 1220 0 0 0 -- -- -- -- -- -- STD. 30.9 42 00/45 115 1.5 1 HTG: - - CLG: R -410A DAIKIN PTXS30LVJU ROUNDFLOW CASSETTE SPL IT STD, I 1/6 H UPS 26 -99 PC 2 O A/V ROOM l GRUNDFOS WH -2 WATER HEATER BED 105 PC -1 450 45 0.5 0.31 -- - - - - - - - - - - 4 -ROW -1.0 -1.0 43 15/55 3 1.1 115 1/2 1 45 °r° PG HXY O5 HORIZ. MERV II 1 2 4 T�^ GRUNDF05 FC -5 MAKE -UP AIR 1,2 P -5 3 1 1/25 115/1 UPS 15 -58 PC 1 Issued For GRUNDFOS FC -6 MAKE -UP AIR No. 1,2 P -9 4 _1 1/25 115/1 UPS 15 -55 PC 2 1 25% PERMIT 3 B/9/13 BED 109 FC -2 450 45 0.5 0.31 -- - - - - -- - - - - 4 -ROW 'J.0 1.0 43 15/55 3 1.1 115 1/2 1 CLGCx: 45% PG HXY 05 HORIZ. MERV 11 1 2 115/1 4 5 2 45 N LEVEL 4 P -12 19 25 180 W 205/1 A 32 MAGNA 32 -100 P MA RRAADIANTDZONNESR VARIES S G=5 G 1 P -13 5 11 1/25 115/1 UPS 15 -55 PC 15-5 SPACE HEATING EATING 2 BED 121 FC -3 450 (El 0.5 0.0.3-1 -- -- -- -- -- -- 4 -ROW 1.0 1.0 43 15/55 3 1.1 115 1/2 1 CLG. 45% PG N 05 HORIZ. MERV 11 1 2 P -15 4 15 6 115/1 UPS 50 -60 F 3 Scale: 13041.00 N/A GRUNDFOS 5-5 BOILER Drawn 5y: Checked P -16 -1.0 -1.0 1/2 115/1 UPS 50 -60 F 3 GRUNDFOS 5-6 BOILER P -1� 35 11 1/2 BED 127 PC -4 450 (ER5 0 .5 0.3� -- -- -- -- -- -- 4 -ROW P -15 43 15/55 3 1.1 115 1/2 1 CLG: 45 °r° PG HXY 05 HORIZ. MERV II 1 2 GRUNDFOS 4 6 1=-19 21 36 PC - 5 115/1 UPS 32-16012 2 GRUNDFOS SZ -3 SNOWMELT ZONE P -20 14 23 1/2 115 /1 UPS 32 -50/2 HTG: 30% PG I E C GRUNDFOS SZ -4 SNOWMELT ZONE FOYER, GREAT ROOM, (MUA) 14 -15 01500 0.5 0.31 2 -ROW 68.4 16O 21/00 2.2 3.3 4 -Row 23.2 23.2 43 15/55 9 5.6 115 (2) 1/2 1 GLG: 45 9- PG HXY 20 HORIZ. MERV 11 1 2 4 6 GRUNDFOS DOMESTIC RECIRCULATION POWDER PC - 6 P -23 2 2 25 W 115/1 UP 10 -16 55 /LC _ _ GRUNDPOS CHILLED WATER 4 P -24 65 HTG: 309.' PG IEC 205/1 MAGNA 65 -120 F VARIES REMARKS /ACCESSORIES 1 - INTEGRAL CHECK VALVE 2 - VARIABLE SPEED PUMPING COMPATIBLE 3 - LINE CORD, BRONZE FITTED 4 - CLAMSHELL INSULATION, GENIE BUS CONTROL MODULE FOR DDC INTERFACE HEARTH ROOM, BAR, (MUA) 1150 0/1200 0.5 0.31 2 -ROW 100 160 8/80 4 10.1 4 -ROW 21.2 21.2 43 15/55 12.1 10.2 115 (2) 1/2 1 CLG: 45% PG HXY 20 HORIZ, MERV 11 1 2 4 6 KITCHEN, BUTLER'S PANTRY, MUD FC -1 H TG: 3096 PG IEC DINING, ROTUNDA, (MUA) 1125 0/400 0.5 0.31 2 -ROW 35.2 16O 36/&0 1.2 0.5 4 -ROW 1 -1.4 11.4 43 15/55 6.5 2.5 115 (2) 1/2 1 GLG: 45 °r° PG HXY 16 HORIZ. MERV II 1 2 4 6 POOL BATH HTG' _ _ MASTER BED, MASTER FC -5 1315 (ERVO -1) 0.5 0.31 -- -- -- -- -- -- 6 -ROW 21.6 21.6 43 15/55 3.5 1.1 115 (2) 1/2 1 GLG, 45% PG HX1' 16 HORIZ. MERV 11 1 2 4 6 BATH, MASTER CLOSET, MASTER OFFICE HTG: 30% PG IEC ROTUNDA OFFICE FC -9 6OO CERY -U 0.5 0.31 2 -ROW 12.5 140 10/91 1 0.4 4 -ROW g.1 g.1 43 15/55 4.5 3.2 115 1/2 1 CLG: 45% PG HXY 10 HORIZ, MERV 11 1 2 4 6 -1.3 -15/55 -1 HTG: 3096 PG IEC EXERCISE ROOM, FC -10 1100 (ERY -2) 0.5 0.31 2 -Row 15._1 140 10/92 1 0.5 4 -ROW 1 11.3 43 5.5 115 (2) 1/2 1 CLG: 45 °' PG HXY 14 HORIZ. MERV 11 1 2 4 6 EXERCISE BATH 50_2) HTG: 30% PG IEC MASSAGE FC -11 250 (E 0.5 0.31 2 -ROW 5.J 140 10/98 1 0.3 4 -ROW 4.1 4.1 43 15/55 4 1.6 115 1/2 1 CLG: 45 °r° PG HXY O6 HORIZ. MERV 11 1 2 4 5 HTG: 3O% PG IEC THEATER PC -12 250 30 0.5 0.31 2 -ROW 5.1 140 10/98 1 0.3 4 -ROW 4.1 4.1 43 15/55 4 1.6 115 1/2 1 CLG: 45% PGs HXY 06 HORIZ. MERV 11 1 2 4 5 HTG: 30% PG IEC LAUNDRY, SUPPLY PC -13 6OO 90 0.5 0.31 2 -Row 12.5 140 10/91 1 0.4 4 -ROW 9._1 9._1 43 15/55 4.5 3.2 115 1/2 1 CLG: 45 °r° PG HXY 10 HORIZ. MERV 11 1 2 4 5 NOTE: CONTRACTOR SHALL COORDINATE COIL HAND ARRANGEMENT PRIOR TO ORDERING FAN COILS CLEFT HAND VERSUS RIGHT HAND) (SEE ALSO MECHANICAL FLOOR PLANS) NOTE: CONTRACTOR SHALL COORDINATE COIL HAND ARRANGEMENT PRIOR TO ORDERING FAN COILS (LEFT HAND VERSUS RIGHT HAND ACCESS LOOKING DOWNSTREAM) (SEE ALSO MECHANICAL FLOOR PLANS) UJINEfP�,001„1 COOLING; UNIT& (AIR - COOLED) TAG EVAPORATOR ACCESSORIES I - FLEXIBLE CANVAS DUCT CONNECTORS 2 - SPRING VIBRATION ISOLATORS ELECTRICAL 5 - NOT USED 6 NOT USED FAN COIL 5 (D X COOLING) OPTIONS CFM E.S.P. (IN W.G.) 3 - LEFT HAND ACCESS TC -1 - NOT USED LAT CFM E.S.P. (IN W.G.) 4 - RIGHT HAND ACCESS L55/HR 8 - NOT USED MARK CFM O.A. CFM E.S.P. (IN W.G.) HYDRONIC HEATING COIL 6 S.L. COOLING COIL ELECT. 16 FLUID MANUFACTURER 4 MODEL NO. CONFIG. AIR FILTER ACCESSORIES SERVES -s S.L. a 8500' COIL T.MBH EWT °F EAVLAT GPM P.D.FT COIL S.MBH T- M5H EAVLAT VOLT. A PH. 1 2 3 4 5 6 0.35 8 90 1.11 120* 208 1 15.6 WINE GUARDIAN D200 AIR - COOLED SYSTEM, REMOVABLE DRIP PAD HUMIDIFIER WITH INTEGRAL FAN (0.4 A), CELLAR MOUNTED DIGITAL HUMIDISTAT, CELLAR MOUNTED THERMOSTAT STAINLESS 6OO GRUNDFOS 5-3 BOILER 30 1 P -3 23 5 116 115/1 UPS 26 -99 PC 2 GAS `�� 3 A K5N6O1 PG GRUNDFOS 5-4 BOILER PC -14 1220 0 0 0 -- -- -- -- -- -- STD. 30.9 42 00/45 115 1.5 1 HTG: - - CLG: R -410A DAIKIN PTXS30LVJU ROUNDFLOW CASSETTE SPL IT STD, I 1/6 115/1 UPS 26 -99 PC 2 O A/V ROOM NOTE: CONTRACTOR SHALL COORDINATE COIL HAND ARRANGEMENT PRIOR TO ORDERING FAN COILS (LEFT HAND VERSUS RIGHT HAND ACCESS LOOKING DOWNSTREAM) (SEE ALSO MECHANICAL FLOOR PLANS) UJINEfP�,001„1 COOLING; UNIT& (AIR - COOLED) TAG EVAPORATOR CONDENSER HUMIDIFICATION ELECTRICAL MANUF. MODEL NUMBER OPTIONS CFM E.S.P. (IN W.G.) SC TC EAT LAT CFM E.S.P. (IN W.G.) EAT L55/HR EWT VOLT. PH. A S.L. a 8500' 6 S.L. a 8500' B5 16 R -410A 205/1 3O 2� DAIKIN RZQ42PVJU9 OPTIONAL WIND BAFFLE FOR LOW AMBIENT OPERATION 45% P.G. 5 TONS (60 M5H) 42 10 12 2 90 4.1 TONS (56 M5H) 4.3 TONS (51 M5H) 208/3/60 30 45 WCU -1 110 0.35 0.26 10.6 14 55 36 100 0.35 0.26 90 1.11 120* 208 1 15.6 WINE GUARDIAN D200 AIR - COOLED SYSTEM, REMOVABLE DRIP PAD HUMIDIFIER WITH INTEGRAL FAN (0.4 A), CELLAR MOUNTED DIGITAL HUMIDISTAT, CELLAR MOUNTED THERMOSTAT * HUMIDIER REQUIRES DOMESTIC HOT WATER CONNECTION CONDEN& ING UN I T5 MARK SERVES NOMINAL CLG CAPACITY (TONS) OUTDOOR TEMP (° F) NOM. SEER REFRIGERANT ELECTRICAL MANUFACTURER 4 MODEL NO. ACCESSORIES VOLT/PHASE MOCP MCA ACCESSORIES REMARKS VOLT /PH /HZ MCA MOCP ACCESSORIES MANUFACTURER EFF ACCESSORIES (SERVES) HEATING SYSTEM CU -1 FC -14 (A /V ROOM) 3.5 B5 16 R -410A 205/1 3O 2� DAIKIN RZQ42PVJU9 OPTIONAL WIND BAFFLE FOR LOW AMBIENT OPERATION CHILL fR& MARK FLUID NOMINAL CLG CAPACITY LWT ° F DELTA T GPM P.D. (FT.) OUTDOOR TEMP C° F) CLG. OUTPUT 6 S.L. (M5H) CLG. OUTPUT 6 ALT (M5H) ELECTRICAL (CHILLER 4 PUMP) MANUFACTURER 4 MODEL NO. ACCESSORIES REMARKS VOLT /PH /HZ MCA MOCP ACCESSORIES MANUFACTURER EFF ACCESSORIES (SERVES) HEATING SYSTEM M5H M5H INDIRECT -FIRED T 0i QQ 100 DECO RISE 4 MODEL LOCHINVAR 11.1 GRUNC)FOS CH -1, 2, 3 45% P.G. 5 TONS (60 M5H) 42 10 12 2 90 4.1 TONS (56 M5H) 4.3 TONS (51 M5H) 208/3/60 30 45 MULTI AQUA MACO6O -02 -L LOW AMBIENT KIT TO -20 DEG F OUTPUT IS DEBATED 10% FOR ALTITUDE, INTEGRAL L11/2 HP PUMP (STD). (1) INCLUDES SECONDARY PIPING LUATEfR HE ATEfR5 4 51,FFEfR TANKS SYM. GPM TDH HP VOLT /PH MANUFACTURER DESCRIPTION SPEED REMARKS/ 6 - NOT USED SYM. (FT.) S.L. INPUT ALT OUTPUT 4 MODEL NO. DELTA SETTING ACCESSORIES MANUFACTURER EFF ACCESSORIES (SERVES) HEATING SYSTEM M5H M5H INDIRECT -FIRED T 0i QQ 100 DECO RISE 4 MODEL LOCHINVAR 11.1 GRUNC)FOS 5-1 BOILER 52 1 P -1 23 5 1/6 115 /1 UPS 26 -9B PC ET -2 2 STAINLESS 11.1 LOCHINVAR NAT. BT -1 ti GRUNDF05 5-2 BOILER - - 1 P -2 23 5 116 115/1 UPS 26 -99 PC � 2 WHN399 B5% WATER 5 -5 6 STAINLESS 6OO GRUNDFOS 5-3 BOILER 30 1 P -3 23 5 116 115/1 UPS 26 -99 PC 2 GAS `�� 3 A K5N6O1 PG GRUNDFOS 5-4 BOILER 44 1 P -4 23 5 1/6 115 /1 UPS 26 -9B PC 2 GRUNDFOS WH-I WATER HEATER 1 P -5 14 13 1/6 115/1 UPS 26 -99 PC 2 O l GRUNDFOS WH -2 WATER HEATER 1 P -6 14 13 116 115 /1 UPS 26 -99 PC W A 2 � W GRUNDFOS WH -3 WATER HEATER O 1 P -7 14 13 1/6 115/1 UPS 26 -99 PC 0 2 T�^ GRUNDF05 FC -5 MAKE -UP AIR 1,2 P -5 3 1 1/25 115/1 UPS 15 -58 PC 1 Issued For GRUNDFOS FC -6 MAKE -UP AIR No. 1,2 P -9 4 _1 1/25 115/1 UPS 15 -55 PC 2 1 25% PERMIT 3 B/9/13 50% PERMIT GRUNDFOS FC -1 MAKE -UP AIR 90% PERMIT 1'2 P -10 2 10 1/25 115/1 UPS 15 -55 FC 1 LOWER 1 P -11 6 10 1/25 115/1 UPS US 15 -55 PC ANT ZONES 2 N LEVEL 4 P -12 19 25 180 W 205/1 A 32 MAGNA 32 -100 P MA RRAADIANTDZONNESR VARIES S G=5 1 P -13 5 11 1/25 115/1 UPS 15 -55 PC 15-5 SPACE HEATING EATING 2 GRUNDFOS HX -1 SPA HEAT EXCHANGER 1 P -14 a 20 116 115 /1 UPS 26 -99 PC 2 GRUNDFOS HX -2 POOL HEAT EXCHANGER 1" fECH,4NIG,4L P -15 44 15 1/2 115/1 UPS 50 -60 F 3 Scale: 13041.00 N/A GRUNDFOS 5-5 BOILER Drawn 5y: Checked P -16 35 1'l 1/2 115/1 UPS 50 -60 F 3 GRUNDFOS 5-6 BOILER P -1� 35 11 1/2 115/1 UPS 50 -60 F 3 GRUNDFOS SZ -1 SNOWMELT ZONE P -15 23 34 3/4 115/1 UPS 32 -160/2 2 GRUNDFOS SZ -2 SNOWMELT ZONE 1=-19 21 36 3/4 115/1 UPS 32-16012 2 GRUNDFOS SZ -3 SNOWMELT ZONE P -20 14 23 1/2 115 /1 UPS 32 -50/2 3 GRUNDFOS SZ -4 SNOWMELT ZONE P -21 11 24 1/2 115/1 UPS 32 -50/2 3 GRUNID 0 SZ -5 SNOWMELT ZONE 1 P -22 4 24 116 115/1 UPS 26 -99 PC 2 GRUNDFOS DOMESTIC RECIRCULATION 3 P -23 2 2 25 W 115/1 UP 10 -16 55 /LC _ _ GRUNDPOS CHILLED WATER 4 P -24 65 30 9OO W 205/1 MAGNA 65 -120 F VARIES REMARKS /ACCESSORIES 1 - INTEGRAL CHECK VALVE 2 - VARIABLE SPEED PUMPING COMPATIBLE 3 - LINE CORD, BRONZE FITTED 4 - CLAMSHELL INSULATION, GENIE BUS CONTROL MODULE FOR DDC INTERFACE (1) INCLUDES SECONDARY PIPING LUATEfR HE ATEfR5 4 51,FFEfR TANKS ACCESSORIES 01 � I - HIGH ALTITUDE KIT 4 - 50% PROPYLENE GLYCOL DOMESTIC 2 - ASME RATED (H- STAMP) 5 - NOT USED LWT 3 - 30% PROPYLENE GLYCOL 6 - NOT USED SYM. TYPE S.L. INPUT ALT OUTPUT FUEL DELTA Q� ELEC. MANUFACTURER EFF ACCESSORIES (SERVES) HEATING SYSTEM M5H M5H INDIRECT -FIRED T 0i QQ 100 DECO RISE 4 MODEL LOCHINVAR 11.1 WH -1, 2, 3 DOM. HEATING 52 235 140LWT 53 14 FT F.D. 61TO50 1 SPIROTHERM CHILLED WATER ET -2 5 -1 - 4 STAINLESS 11.1 LOCHINVAR NAT. BT -1 ti 120/1 LOCHINVAR - - - - (CENTRAL) CONDENSINGs 399 323 GAS 30 � 2 A WHN399 B5% WATER 5 -5 6 STAINLESS 6OO 461 NAT. 30 ,�� 120/1 LOCHINVAR 95% I, 2,4 (SNOWMELT) CONDENSING GAS `�� 3 A K5N6O1 PG 160 (1) INCLUDES SECONDARY PIPING LUATEfR HE ATEfR5 4 51,FFEfR TANKS SYM. DESCRIPTION STORAGE RECOVERY DOMESTIC BOILER REMARKS LWT SYM MAX GPM (GALS) (GPH) CONDITIONS CONDITIONS MANUF. 4 MODEL REMARKS (M5H) MODEL NUMBER m 0 A5-1 HEATING SYSTEM 10 VARIES INDIRECT -FIRED SPIROTHERM 1-1/4" FNPT 100 DECO RISE 140 DEG LOCHINVAR 11.1 WH -1, 2, 3 DOM. HEATING 52 235 140LWT 53 14 FT F.D. 61TO50 1 SPIROTHERM CHILLED WATER ET -2 SNOWMELT SYSTEM FLOOR 11.1 LOCHINVAR V5R -250 FL (2 -1/2 ") BT -1 BUFFER TANK 50 - - - - - - 65TO50 3/4" MNPT A I fR &E f ,4fR ,4TOfR5 SYM. SERVES RECOMMENDED GPM P.D. MANUF. 4 MODEL REMARKS LWT FLOW MAX GPM VOL. (GALS) (FT.) LWT FLOW PD. (SERVES) (M5H) MODEL NUMBER m 0 A5-1 HEATING SYSTEM 10 VARIES 1 SPIROTHERM 1-1/4" FNPT ET -1 HEATING SYSTEM FLOOR 11.1 44 V6R -300 FL (3 ") LL \ A6-2 SNOWMELT SYSTEM 10 13 1 SPIROTHERM 1-1/4" FNPT ET -2 SNOWMELT SYSTEM FLOOR 11.1 44 V5R -250 FL (2 -1/2 ") A5-3 CHILLER SYSTEM 10 65 1 SPIROTHERM 3/4" MNPT ET -3 CHILLER SYSTEM PIPE 6.0 15.0 VSR -25O FL (2-1/211) a EQUALS: SPIROTHERI" I, TACO, BELL E GOSSETT. EXFAN &ION TAN<& SYM. SERVES MOUNTING ACCEPT. TOTAL MANUF. 4 MODEL REMARKS LWT FLOW P.D. VOL. (GALS) VOL. (GALS) LWT FLOW PD. (SERVES) (M5H) MODEL NUMBER m 0 (*F) (*F) (GPM) (FT) FLEXCON 1-1/4" FNPT ET -1 HEATING SYSTEM FLOOR 11.1 44 SXHT 130 LL \ W LLI IA0 FLEXCON 1-1/4" FNPT ET -2 SNOWMELT SYSTEM FLOOR 11.1 44 SXHT 90 � ® FLEXCON 3/4" MNPT ET -3 CHILLER SYSTEM PIPE 6.0 15.0 HTX 90 a 14 WATER 104 114 la FLEXCON 3/4" MNPT ET -4 DOMESTIC SYSTEM PIP E 2.5 4.a P1 112 EQUALS: WESSELS, TACO, AMTROL. HEAT EXCHANGOR5 SYM. CAPACITY SIDE I (HOT) SIDE 2 (COLD) MANUFACTURER 4 FLUID EWT LWT FLOW P.D. FLUID EWT LWT FLOW PD. (SERVES) (M5H) MODEL NUMBER m 0 (*F) (*F) (GPM) (FT) (*F) (*F) (GPM) (FT) z LL \ W LLI IA0 W HX -1 ' l 0 30% wwk � ® � G (SPA) SS P.G. 140 120 a 14 WATER 104 114 la 1 TW300 (TITANIUM) �� ° StpN AL SILT (POOL) 625 PG 160 130 44 12 WATER 90 115 51 16 A9OX -IG1 -52/15 (TITANIUM) W W Z Z W W z 0 N N z W O 0 N zW o� n N � O O cQ � �W Z O :3 LU � O O� W � O Z �Z H_ D q D O = F- U- W Q W � Z w� i L O q N W w� w� z� W z � � W m� 0 �o }Z O q q (k w(L F- O U O 13 O 4 U �W IL � W w =w-z ��w- � '� z u�w �w Z oLuZ Q IL W Lu W w ouo m 0 0 q W W Z Z Z (K q w 0WO 0 d CV II LA ;40 V1 W CJ) m 0 z LL \ W LLI IA0 W ' l Lo wwk � ® � Sea I a, p100 LiCF� V ` i m� 9/6/1 �� StpN AL O U Ww WU�A O W O l UU a W A ^ � W O 0 T�^ n O Issued For No. Date Comment 1 1/10/13 COORDINATION 2 -1/25/13 25% PERMIT 3 B/9/13 50% PERMIT 4 0/23/13 90% PERMIT 5 916113 ISSUE K: PERMIT 1" fECH,4NIG,4L SCHEDULES Project No. Scale: 13041.00 N/A Drawn 5y: Checked 5y: J,4H JDR M1.0 W W Z Z W W z 0 N N z W O 0 N zW o� n N � O O cQ � �W Z O :3 LU � O O� W � O Z �Z H_ D q D O = F- U- W Q W � Z w� i L O q N W w� w� z� W z � � W m� 0 �o }Z O q q (k w(L F- O U O 13 O 4 U �W IL � W w =w-z ��w- � '� z u�w �w Z oLuZ Q IL W Lu W w ouo m 0 0 q W W Z Z Z (K q w 0WO 0 d Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VAIL )By M Haeberle at 11:37 am, Oct 14, 2013 - / 2� \ \ BALANCE TO 45 CFM 24 -I jz -------- - - - - - - - - - - - - - - - - - - - - - - - - - I I I POOL /SPA EQUIPMENT I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II i I MCHAN 3/1 (0 " = 1' -0" I -- I I I I I I I I I I I I I I I I I I I I I I I I I / 24/10 5G -1 350- / EIE1721 F-1 3(o /3(o LV -1 OSA� (FC -(o: 1200 CFM FC -1. 400 CFM l 6F -1: 36(o CFM ERV -1: 295 CFM BOILERS: 1400 FM) HALL 115 (�) I @ 6' �I �I V ANCE TO 150 CFM R C� P) M L BODED NOT 5: O 4 "4, CPVC BOILER FLUES. SLOPE MINIMUM 1/4" PER 12 r;,4./10 RETURN AIR DUCT OPENING IN STONE (HIGH). LF BACK TO BOILER. TERMINATE ABOVE ROOF. RE: M3.1 /D. (TYP OF (o) 13 35,/5 RETURN AIR DUCT OPENING IN STONE CKICKSPACE). O2 4 "m PVC BOILER COMBUSTION AIR PIPES. (TYFD OF (o) 14 6015 SUPPLY AIR DUCT OPENING IN STONE (HIGH). O3 12/5 IN WALL. @) 241(o SUPPLY AIR DUCT OPENING IN STONE (HIGH, 2 0 CFM) 0 12/5 (UNLINED) IN WALL. 16 CUSTOM STONE SOLDIER GRILLE, STONES SHALL O 12/3 IN WALL. B INSTALLED VERTICALLY IN FRONT OFIDUCT OPENINGS TO PROVIDE A MINIMUM 50% FREE O 12/3 (UNLINED) IN WALL. AREA. O (o /(o EG -1 42 (ERV -1, 5 ",P DUCT CONNECTION) li P OVIDE AN UNLINED STAINLESS STEEL DUCT SECTION AND DUCT ACCESS DOOR. RE: 3.1/M O,5 COVER DISCHARGE WITH FANTECH WIRE RING INLET GUARD. 18 C VER LOUVER WITH STONE. RE: M3.1 /C I O9 24/5 RETURN AIR DUCT OPENING IN STONE (LOW, 19 COVER EXHAUST DUCT OPENING WITH ST E. BELOW WINDOW). INSTALL DUCTWORK TIGHT TO SUB - FLOOD' TO 10 18/12 RETURN AIR DUCT OPENING IN STONE (HIGH). ALLOW FULL INSULATION UNDER DUCTWOF�K DUE TO I CANTILEVER. II 14/45 RETURN AIR DUCT OPENING IN STONE (HIGH). i I J 0 1 1 12 /(c MME c� c� II IxUj >- M�� LA O 13 (J) (P \— Qu_ 0 `Q � <1 q w Ic z LL \ LLI _� 99LLJ x (P (P 69 (P Seal UC 10 L 9/6/1 a '49 den i e � 'S2 i S4�arvAL O U Ww �o Q W W UU W a A� W O OO oa n O Issued For No. Date Comment 1 1/10/13 COORDINATION 2 1/25/13 25,9- PERMIT 3 6/9/13 5090 PERMIT 4 ,5/23/13 eO% PERMIT 5 9/(0/13 ISSUE K: PERMIT LOUDER LEVEL MEGHANIGAL PLAN IAL I NORTH Project No. Sca le: 13041.00 1/4" = 1' -0" Drawn By: Checked By: JAH JDR M2.1 W W Z Z W w z O O d) LU z W LU0 0 d) W zW o� J � mo O O m N � Z W O � N � W (Y- IL (Y LLI O (Y- W [4 J }- nl O q Z y ~ Z L 3 � q 4 D O 1 U- jy cD W Z W q Z J 0 W N ul Z H H O W d) q N W ~ J = W LU Z w l7 p- W W p- _ ()_/ W O Q z O q O q (X wCL F- O �u �3 �q � J 13 O O Z u q LL, J W W Z V Z �W— LU O Z UAW J W Z Z LU ��w WWw Z q � � m 0 V 8 q W W Z Z Z (� q W �Lo you z�0 Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VAI L By M Haeberle at 11:37 am, Oct 14, 2013 M � I X "") I K I H I I I I \ I I I \ I I / 1 I I I ETURN AIR DUCT OPENING IN STONE (HIGH). :TURN AIR DUCT OPENING IN STONE :'ACE). IPPL'T' AIR DUCT OPENING IN STONE (HIGH). PPLY AIR DUCT OPENING IN STONE (HIGH, -I) STONE SOLDIER GRILLE, STONES SHALL ALLED VERTICALLY IN FRONT OF DUCT :�S TO PROVIDE A MINIMUM 50% FREE )E AN UNLINED STAINLESS STEEL DUCT 4 AND DUCT ACCESS DOOR, RE: M3.1/M LOUVER WITH STONE. RE: M3.1 /C EXHAUST DUCT OPENING WITH STONE. DUCTWORK TIGHT TO SUB -FLOOR TO =ULL INSULATION UNDER DUCTWORK DUE TO :VER. A 5 n\ I I / / =291E C1u N CA II Uj Ix >- LA O 13 (S) (P Qu_ 0 <1 4 w Ic z LL \ LLJ _� z x 69 (P Sea I �,9O L/ �P .�� 9/6/1 <fn �9 w i [��.. SfONAL O U Ww �o Q W W � Q Q O UU W a A� W O OO oa O Issued For No. Date Comment 1 1/10/13 COORDINATION 2 1/25/13 25,9- PERMIT 3 6/9/13 5090 PERMIT 4 5/23/13 130% PERMIT 5 e /(o /13 ISSUE K: PERMIT LOUDER LEVEL MEGHANIGAL PLAN IAL NORTH Project No. Scale: 13041.00 1/4' = 1' -0" Drawn By: Checked By: JAH JDR M2,02 W W z Z UJ w z O d) LU z Ua 0 0 d) Ua ztil o� J � mo 0 o(Y �o m Zw O � W (Y IL O (Y- L11 (tl J }- mo q Z Y ~ Z L 3 � q 4 D O 1 U- jy cD U1 z U1 q Z J 0 W N ul Z H H O W d) q N Ul ~ J = W LU f- U1 Z LU l� p- w lk W p- _ (1✓ Ua m � O 4 z O q O q � wCL {— O � U � 3 � J 13 O O Z U q LL, J O W w =A/0 oLUZ U�w J W z zL- �ow Wu'w �z � � m 0�0 q w w Z z z (� q w z�o Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VAR By M Haeberle at 11:37 am, Oct 14, 2013 R Q T5ONI CODED NOTES" 27 Y 4 ",P CPVC 501LER FLUES. SLOPE MINIMU 1/4" PER 12 54/10 RETURN AIR DUCT OPENING IN (HIGH). LF BACK TO BOILER. TERMINATE 45OV ROOF. RE: \ M3.1/D. (TYP OF 6) 13 30/5 RETURN AIR DUCT OPENING IN STONE (KI CKSPACE ). \ / O 4 "� PVC BOILER COMBUSTION AIR PIPE. (TYP OF 6) 14 6015 SUPPLY AIR DUCT OPENING IN STONE (HIGH). W 0 12/5 IN WALL. 15 24/6 SUPPLY AIR DUCT OPENING IN STONE (HIGH, 26 12/5 (UNLINED) IN WALL. 200 CFM) v 16 CUSTOM STONE SOLDIER GRILLE. STONES SHALL / \ 0 12/3 IN WALL. BE INSTALLED VERTICALLY IN FRONT F DUCT OPENINGS TO PROVIDE A MINIMUM 50° FREE 12/3 (UNLINED) IN WALL. AREA. Ln cv N 11 W un W 6' O ij a � -4-4X LL z ICLU \ LLI z X 0 Lo Seal a•' �O Q' i9 � S�} Ak- O U Ww � WU�A �o Qw w � �Q wo Q UU o a W A � W O OO O a H r� Issued For No. Date Comment 1 1/10/13 COORDINATION 2 -1/25/13 25% PERMIT 3 8/9/13 50% PERMIT 4 0/23/13 90% PERMIT 5 916113 ISSUE K: PERMIT MAIN LEVEL MECHANICAL PLAN t ta- NOfizTH Project No. Scale: 1304100 1/4" = 1' -011 Drawn By: Checked By: J14H J D fR M2.3 !Y W W Z Z W W I O z W 0 0 W zw o� mo o� m 0 OW Z OW o� �g oW- >- w m mo qZ � Z u 3 4 D � N O = �F- u W z W Z W N Z � � O L q N W = W W � W (Y Z W a 0- z !Y W p- Z jk �W m � O � Q } Z O q �F- d � w(L F- O U O 13 � O Z q W OL � W W 3: ��— u�w �W z o�Z gILW Www o0 � � m 0 � 8 q W W Lu z Zz� q W 3:Wo o Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN Of MAIL I By M Haeber /e at 11:37 am, Oct 14, 2013 M� J K J H I r� VP _ Ol 4 "0 CPVC BOILER FLUES. SLOPE MINIMUM 1/4" PER LF BACK TO BOILER. TERMINATE ABOVE 8001=. RE: M3.1 /D. (TYP OF (o) O2 4 "0 PVC BOILER COMBUSTION AIR PIPES. (TYP OF 6) O3 12/5 IN WALL. O4 12/5 (UNLINED) IN WALL. 12/3 IN WALL. 12 54/10 RETURN AIR DUCT OPENING IN STONE (HIGH). 13 30/5 RETURN AIR DUCT OPENING IN STONE (KICKSPACE). 14 6015 SUPPLY AIR DUCT OPENING IN STONE (HIGH). @) 2416 SUPPLY AIR DUCT OPENING IN STONE (HIGH, 200 CFM) 16 CUSTOM STONE SOLDIER GRILLE. STONES SHALL BE INSTALLED VERTICALLY IN FRONT OF DUCT PENINGS TO PROVIDE A MINIMUM 50% FREE RE A. ROVIDE AN UNLINED STAINLESS STEEL DUCT =CTION AND DUCT ACCESS DOOR. RE: M3.1/M OVER LOUVER WITH STONE. RE. M3.1 /C OVER EXHAUST DUCT OPENING WITH STONE. STALL DUCTWORK TIGHT TO SUB -FLOOR TO LLOW FULL INSULATION UNDER DUCTWORK DUE TO ANTILEVER. i METER. M3.1 /E. _ANCE TO CFM 5 CTRICAL CURRENT 4N6FORMER (CT) 8 METER E SHEET E1.0 5Y AEDG ONE -LINE DIAGRAM e aD CALCULATIONS) POF3) - - ----- Q4 0 M 1 CA >) W 94 LA rte' N,J 1 LLI CC 940 ® 'Q (1) 2 jQu_ 0 z PC LL LIJ LLJ z 9gui X>- (P 11 69 (P Sea I 9��100 � x.0.6.0. d ��A 9/6/13 39 f4 A�_ O U Ww �o WU�A Qw w O o UU W� a A� A> O �O 1.a n O Issued For No. Date Comment 1 1/10/13 COORDINATION 2 1/25/13 2551. PERMIT 3 8/9/13 5051. PERMIT 4 6/23/13 9051. PERMIT 5 9/6/13 ISSUE K: PERMIT MAIN LEVEL MECHANICAL PLAN NORTH Project No. Scale: 13041.00 1/4" = 1' -0" Drawn By: Checked By: JAN JDR M2,04 W W Z Z W W 1 O W z W N— O N- 0) 71 0 W zW o� A� m1. N � O O(k O m N Lu W Z O � CL 0 N O LU O � W CD Lum1. q Z � U � Z L 3 4 D O Z N- V c) W d W _J Z IL n W N Z � � O W Q N W� _ _ W (Y_ (Y_ V )- W N- W (Y Z_ W U UL L W �- 1 � N— W m � O O q (L/ N- O q � W 00-- F O � U � 3 N— q O zz N— O Z q W O W W =(Yz �LJ1 - oLu? u w W Z z�— <r alu } uj W w z 4 ohm z q W W Lu Z Z z (� q W U W O � � U d � 0 Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VAIL 11 By M Haeberle at 11:37 am, Oct 14, 2013 W V / / / 12/a DC / (TYP C (0110 DC / (TYP C / I \ I -1 U� I� i i i T S,4 J S I I I I i Q H g?-o 19� 17 L 106 15 O 4 "0 CPVC BOILER FLUES. SLOPE MINIMUM 1/4" PER 12 54/10 RETURN AIR DUCT OPENING IN STONE (HIGH). LF BACK TO BOILER. TERMINATE ABOVE ROOF. RE: 1`13.1/1-D. (TYP OF (o) 13 30/5 RETURN AIR DUCT OPENING IN STONE / (KICKSPACE). O2 4 "0 PVC BOILER COMBUSTION AIR PIPES. / (TYP OF 6) 14 6015 SUPPLY AIR DUCT OPENING IN STONE (HIGH). O3 12/5 IN WALL, 15 2416 SUPPLY AIR DUCT OPENING IN STONE (HIGH, \ O 12/5 (UNLINED) IN WALL. 200 CFM) 4 CUSTOM STONE SOLDIER GRILLE. STONES SHALL 0 12/3 IN WALL. 5E INSTALLED VERTICALLY IN FRONT OF DUCT / OPENINGS TO PROVIDE A MINIMUM 50% FREE 0 12/3 (UNLINED) IN WALL. AREA. O io/ro EG -1 42 (ERV -1, 5 "(P DUCT CONNECTION) PROVIDE AN UNLINED STAINLESS STEEL DUCT \ SECTION AND DUCT ACCESS DOOR. RE: M3.1/M OS COVER DISCHARGE WITH FANTECH WIRE RING INLET / GUARD. 16 COVER LOUVER WITH STONE. RE. M3.1 /C 9 24/5 RETURN AIR DUCT OPENING IN STONE (LOW, 19 COVER EXHAUST DUCT OPENING WITH STONE. BELOW WINDOW), 2m INSTALL DUCTWORK TIGHT TO SUB -FLOOR TO 10 15/12 RETURN AIR DUCT OPENING IN STONE (HIGH). ALLOW FULL INSULATION UNDER DUCTWORK DUE TO CANTILEVER. / \ II 14/45 RETURN AIR DUCT OPENING IN STONE (HIGH). I I � _ 10 I I \ I / 1 I I / I I / A,S / FA% II O ME c�u LU Ix LA LA a U- 13 (j) (P 0 O <1 4 z ICLU IL LLJ z X Ug 0 -4 6 seal tlCF� s 9/6/1 3 f �l�` �� ••• «tea• �� NAL O U Ww F-+ O Q W W � W� Q O UU W a A� W O OO oa n O Issued For No. Date Comment 1 1/10/13 COORDINATION 2 1/25/13 25,9- PERMIT 3 6/9/13 5090 PERMIT 4 5/23/13 130% PERMIT 5 e /(o /13 ISSUE K: PERMIT UPPER LEVEL MEGHANIGAL PLAN IAL i NORTH Project No. Sca le: 13041.00 1/4" = 1' -0" Drawn By: Checked By: JAH JDR M2.5 W W z Z LU LU _ 0 d) a z uu LU0 D d) LU ztil o� J � mo � 1-0 o(Y O m N � Zw U p W O (Y- >- L- CC1 A O mz Y ~ Z L 3 � 4 4 D N U- jy c) ul z ua d Z J 0 W N ul = H �o W d) ul J = lx Z W w� WCL _(y u, m3: 0 Qo o� O_ OL wCL o �u �3 : J O z O z U J UJ CIL W w =(Vz �w- oLU Z U- �- W J W Z z�— ow wW z 4 � � m z w Z Z Z QW>- �Wo you z�0 F Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF OVA! L By M Haeberle at 11:37 am, Oct 14, 2013 W W z Z W W I O z W 0 0 W zW o� mo o� m 0 �W Z w o� �g oW >- w m mo qZ � Z U- 3 Z 4 D O = �F- u W z W Z W N Z � � O 0 q N W = W W � W (Y Z W W p- Z (k �W m � O � Q } Z O q �F- d � w(L � O � U O 13 � O Z q W OL � W W 3: ��— Vow �W z o� Z Q(LW WWw O U C1 m 0 � 8 q W W LU Z Zz0 q w � 3:Wo u ��o N N a W LA LA ;40 W 0 z -D mac) >L -, W LLI 0�(P 1A(3 X 1n W Lo �nrwE l �-► Sea I Q� . UC�y &.."o ECG �6 9/6/1 i9 • • �0 • ��. .rte• '• ....•.'•���'' N ALa O 04 �14 U Ww � WU�A �o Qw w � �Q wo Q o UU W � a A W O OO O a H Issued For No. Date Comment 1 1/10/13 COORDINATION 2 -1/25/13 25% PERMIT 3 8/9/13 50% PERMIT 4 0/23/13 130% PERMIT 5 916113 ISSUE K: PERMIT MECH ANIG AL SCHEMATICS Project No. Scale: 13041.00 N /A Drawn By: Checked By: JAH JpfiR M3.0 W W z Z W W I O z W 0 0 W zW o� mo o� m 0 �W Z w o� �g oW >- w m mo qZ � Z U- 3 Z 4 D O = �F- u W z W Z W N Z � � O 0 q N W = W W � W (Y Z W W p- Z (k �W m � O � Q } Z O q �F- d � w(L � O � U O 13 � O Z q W OL � W W 3: ��— Vow �W z o� Z Q(LW WWw O U C1 m 0 � 8 q W W LU Z Zz0 q w � 3:Wo u ��o rowro of VAIL Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) By M Haeberle at 11:37 am, Oct 14, 2013 w w Z Z w W z O O N N Z W 0 Z W o� � N mo O O cQ NW w U LU � O O � w m �p O qZ � Z u- 3 4 D N F- u W W� Z� w N Z � Lu O q N W = � U IF- Z U � W z� � W m � 0 q ffF- w(L F- O �u � q O �o Z U �W OL � W W 3: ��— � � z u�w � W Z O Lu z gILW WWw ouo � � m 0 � 8 q W W Z Zz� q w � 3:Wo U ��o cv N 11 O O ' HWS /R 4 CWS /R MAINS LOCATE CONTROL VALVES ON RETURN LA ;40 W NOTES: LL. CJ) PIPE IN MECN ROOM. INCLUDE ISOLATION 0 LJ 4Z ROUND HANGER ROD VALVES. SIZE CONTROL VALVE FOR I. ALL VALVES E APPURTENANCES ICLU MAXIMUM 3' PRESSURE DROP. (TYP) LL \ ARE NOT SHOWN. PROVIDE AS — — — — — — — — — — 0 C) ' REQUIRED FOR PROPER \ v v X Lo CIRCUIT SETTER. BALANCE TO FLOW SHOWN INSTALLATION AND MAINTENANCE. SA DUCT RA/05A DUCT HvAC UNIT IN FAN COIL SCHEDULE SHEET M1.0. (TYP) — — — — — — — — — — — - seal MASON SPRING HANGERS " " / ACOUSTICAL DUCT .000 LiC 0 a 9/6/1 39 E�P4 ti � s INSULATION (RE: SPECS) PIPE DRAIN PAN TO FLEXIBLE CANVAS DUCT O APPROVED LOCATION CONNECTORS OR EQUAL 3/4" U Ww PER CODE FROM FC -1 3/411 DUCTS SHALL 5E HUNG FROM FILTER FROM FC -2 FROM FC -3 3/411 Q W W CEILING STRUCTURE 3/411 UU O WATER SENSOR PER IMC FROM FC -4 11,4u 2u W� PIPE AUXILLIARY CONDENSATE 30-1•2.3 FROM FC -5 11/4 W DRAIN CIF APPLICABLE) TO FROM FC -6 DRAIN PAN P -TRAP FROM FC -1 1" 1" I 2 I i� 1/ 1/ 1 2" I 2" 1 z" �� 1/ �� 1 2" 1 2" 1 2" CONDENSATE DRAIN. PIPE FROM FC -0 INDIRECT TO APPROVED SHEET METAL DRAIN PAN FROM C -9 RECEPTOR 1„ No. Date Comment FROM FC -10 1/10/13 COORDINATION 2 -1/25/13 25% PERMIT HCF,IZONTAL UNIT 5CH MAT I C_ CEILING HUNG FROM FC -11 FROM FG 12 ♦ 1„ I CH -1 C4-2 CH -3 NO SCALE 916113 FROM FC -13 N.O. I 14 I I 14 14 FLUE GAS OUTLET WITH EXIT CONE 21/2 CWR I I CWR� (NOZZLE ONE SIZE SMALLER THAN METAL WEATERPROOF FLUE, I.E. 3 "0 FOR 4 "4) FLUE) TO LOUVER (RE: PLANS = = 5T -1 INCREASE VELOCITY TO DISCHARGE aa \ FOR SIZE). PAINT FLAT MOIST FLUE GASES UP AND AWAY BLACK. FROM BUILDING. TOP OF NOZZLE TO a TS -13 I a 5E FLUSH WITH TOP OF CAP. CONTRACTOR SHALL SIZE DISTRIBUTION T I CONCRETE PAD CUSTOM STONE LOUVER TO PIPING FOR A MAXIMUM FRICTION RATE OF ARCHITECTURAL STONE f f SCREEN METAL LOUVER. 3.5' OF PRESSURE DROP PER 100 FEET OF MECHANICAL GAP WITH LARGE HOLE, ;' MINIMUM 50% FREE AREA. PIPING. T Project No. Scale: ABOVE FLUES SO THAT COORDINATE EXACT 13041.00 P -24 N/A Drawn By: Checked FLUE CAN DISCHARGE J 1L) L DETAIL WITH ARCHITECT. TO FAN COILS JDR I I CWS UNOBSTRUCTED INTO 21/2 11 ATMOSPHERE. MINIMUM 3" AIR GAP X" I STONE GAP BETWEEN STONE LOUVER I E METAL LOUVER. Ah I O SLOPE FOR POSITIVE ET-3 DI CHIMNEY DRAINAGE AS REQUIRED. �Iw o FLASH E SEAL INCLUDE 10 EQUIVALENT PIPE =I� AS REQUIRED a\ DUCTS (RE: PLANS) DIAMETERS OF STRAIGHT PIPE AT PUMP INLET d OUTLET. CHECK Lulf 5 O 1 L fR FLUE ° VALVE TO BE INSTALLED MINIMUM 6 PIPE DIAMETERS FROM PUMP OUTLET. TEAM f NAT f ON STONE CORNER D TA L DETAIL CHILLEfR FIFING SCHEMATIC NO SCALE ® NO SCALE ® NO SOLE I—I CEILING WORM -DRIVE FIREPIT TO BE KITCHEN RANGE 1" G MASON SPRING HANGERS STAINLESS STEEL EQUIPPED WITH 30 AUTOMATIC (00') (123 CFH) �- — — — — — i-1 CLAMP SHUTOFF DUCT STRAP INLINE FAN DUCT STRAP I � I � \X / I FIR �P01� 3 /4 " G ® I i I (124 CFH) r1A I i \ \ I IL------ - -� HEARTH ROOM FIREPLACE 3,4 G II II > 11 - I I -�I I I 1 1 (40') (124 CFH) 2" G MANIFOLD NEW GAS SERVICE AND METER UTILITY COMPANY OAD AS � OWN ON 0 o SPIN -IN DUCT ACOUSTICAL I I OUTDOOR GRILL 3/.. G (40') 4 M1.0 GAS LOADS SUMMARY. FITTING WITH FLEXIBLE DUCTWORK I I (90 CFH) BALANCE DAMPER FULLY EXTENDED WHEN ACCESSIBLE (SEE SPECS FOR MAX MIN LENGTHS) I MASTER BED FIREPLACE 3 /4 G PATIO STUB 3, 4 G 1/4" GAP BETWEEN END OF DUCT (100') Cam) DUCT SIZE PER PLANS AND FAN COLLAR (ro t CFH) (rot CFH) 1" G GREAT ROOM FIREPLACE BACK DRAFT DAMPER AS FANTECH FC CLAMPS WITH SMM ACOUSTICALLY LINED PLENUM BOX BED 12-1 FIREPLACE 3/ �, C100) a G 1 G (125 ) (124 CFH) SCHEDULED OR SHOWN ON PLANS NEOPRENE PAD LINER. TIGHTEN (62 CFH) SCREWS FOR SNUG FIT. 3/4" G LOCATE IN MECN ROOM (2009 (052 11/2 MPG 4 CFH) 1" MPG FANT CH INLINE FAN f N5TAL= L AT f ON D TA f L DIFFU5EF., CONNECTION 5CHMAT f C ® 11/2 ° MPG ® NO SCALE NO SCALE 11/4" MPG BELOW GRADE PIPING SEALANT ALL SIDES PLENUM DUCT SHALL EXTEND EXTERIOR WALL NOTE: PIN SPACING MUST DUCT LOCATE IN MECN ROOM INTO NOME ABOVE THROUGH THE WALL AND, FOR CONFORM TO LINER MTR'S (2009 GRADE THE BOTTOM AND SIDES, SHALL BE FLUSH WITH THE OUTER LOUVER WITH CRITERIA FOR DUCT LINER VENT TO THE (296 CFH) SURFACE OF THE WALL DRAINABLE BLADES TYPE AND VELOCITY OUTSIDE (TYP) —V _ EXTENDED SILL SPECIFIED. INCLUDE MFTR'S — — BIRD SCREEN INSTALLATION CRITERIA IN 0/ p� 3.. I SUBMITTAL DATA. MAX 12" 1" G 51 BOILER F — — T — — — I V LAUNDRY ROOM DRYER 21/2" G MANIFOLD 3/4�� G (20') (399 CFH) DUCTS (RE: PLANS). CLIPS (T`I'PS 3 (3-1 CFH) I" G B0 BOILER TAP HIGH ON PLENUM. I I LAUNDRY ROOM DRYER 3 �� /4 G (399 CFH) (3� CFH) 1" G 5-3 BOILER PINS (TYP) MAX 12" (20') (3S9 CFH) ENLARGEMENT I PLENUM AS SHOWN ON SPOT WELDED TO TYP NOT MORE THAN i PLANS, 12° MINIMUM I DEPTH. PLENUM DUCTWORK 3" 3'' FROM EDGE 1.. G (20 BOILER (20') DRILL WEEP HOLES IN THE SHALL BE UNLINED L OF LINER (399 CFH) BOTTOM FRAME OF THE — — — AND WRAPPED PER NOTE: LOUVER FOR DRAINAGE SPECS. LINING REFER TO SPECS 11,4.. G 5-5 BOILER CONTRACTOR TO PROVIDE SEAL LOUVER PLENUM SLOPE 2" PER ALL ENDS OF LINER G = LOW PRESSURE GAS (20) (600 CFH) FIREPLACE SPEC SHEETS WATERTIGHT WITH SOLDER LINEAR FOOT TO BE TREATED W1 MPG = MEDIUM PRESSURE GAS C2 PSI) AT TIME OF INSPECTION. OR 100 YEAR MASTIC ADHESIVE. 1� /a G B -ro BOILER SEE ENLARGEMENT LOIN IN5TALLAT I ON DETAIL ��� f ��� DUCT LINE ���� f � GAS SCH AT f � (2 09 (room CFH) NO SCALE © NO SCALE ® NO SCALE u O VERIF'I' MAXIMUM 3" WATER E AIR TIGHT UNLINED I PRESS. -TEMP. TAP, TYPICAL PRESS. -TEMP. TAP, DISTANCE BETWEEN CURB n n ° STAINLESS STEEL DUCT I SECTION FOR HUMIDIFIER UNLINED SUPPLY UNLINED PLENUM BOX TYP. COOLING COIL TYP. HEATING COIL , ° a EDGE AND NEAREST TUBE. ° ° AIR PROVING I INCLUDE DRAIN POINT TIED SWITCH DUCT WITH STEAM PAINTED FLAT BLACK INSIDE AIR VENT AIR VENT ° ° ° INTO LOW POINT. I DISTRIBUTOR TUBE . (o" MAXIMUM SPACING ° \ \\ \\ ° ° ° / / / / BETWEEN HEAT LINES WALL MOUNTED HIGH LIMIT I HUMID16TAT HUMIDISTAT I 0 I SLOPE STEAM HOSE BACK TO HUMIDIFIER ACOUSTICAL FLEXIBLE �CWR ° / \ / \ / \ / \ / \// ° a / \ \ \ \� \� FAN 12" I (15° MIN SLOPE) DUCTWORK FULLY EXTENDED ON EACH TREAD. a $ / / \ / \ / \ / / /j /� \ / SEND 4 L,4'7' IRE-5,41R OR S I (SEE SPECS FOR MAX 4 MIN LENGTHS) MESH AS NECESSARY TO �° ° °. a° — — — — — — ° / /� / /� / /� // WIRE MESH I WORM -DRIVE ACHIEVE REQ'D MINIMUM a °° a ° \ \ \/ �� DETAIL DISTANCE TO CURB EDGE. ° / / \ / / \ / / \ / / \ OR REBAR I STEAM DISTRIBUTION I� STAINLESS STEEL CLAMP �CW �HWS °� ° °a ° ° TUBE------------- - - - - -- SPIN- IN INSULATION BELOW SLAB. I DUCT FITTING WITH STEAM HUMIDIFIER I BALANCE DAMPER \\ \\ \\ \\ \\ \\ \\ \\ \\ DUCT ACCESS DOOR FOR STEAM TUBE INSPECTION PLACE HEAT LINE DIRECTLY J BELOW EACH RISER I DUCT LINER SHOWN DASHED, 15° SLOPE MIN ® PROVIDE PER SPECIFICATIONS. i I , I COMPACTED EARTH PPE W.C. FOR PPE W.C. FOR OR ROAD BASE HUMIDIFICATION COUNTERFLOW COUNTERFLOW T�I'PfCA GOO LING T�I'PfC,4 HEATING STAIfR �NOUJM L=T TU51N� 5CH MATI� (HOfRf ZONTA ���T) I No SCALE I� I HUB 111) FI R A 0V DETAIL M O FLOOR D f��U ,5R CONNECTION 6CHMATIC COIL &CHF1IATIC NO SCALE ® COIL &CHEMATIC NO SCALE O No SCALE O NO SCALE O w w Z Z w W z O O N N Z W 0 Z W o� � N mo O O cQ NW w U LU � O O � w m �p O qZ � Z u- 3 4 D N F- u W W� Z� w N Z � Lu O q N W = � U IF- Z U � W z� � W m � 0 q ffF- w(L F- O �u � q O �o Z U �W OL � W W 3: ��— � � z u�w � W Z O Lu z gILW WWw ouo � � m 0 � 8 q W W Z Zz� q w � 3:Wo U ��o cv N 11 LA ;40 W ®� LL. CJ) 0 LJ 4Z ICLU LL \ LLI 0 C) ' W 0 Lo �1'� ► seal .000 LiC 0 a 9/6/1 39 E�P4 ti � O U Ww WU�A HO Q W W UU O W� � a A W O O O 0 n O Issued For No. Date Comment 1 1/10/13 COORDINATION 2 -1/25/13 25% PERMIT 3 8/9/13 50% PERMIT 4 0/23/13 90% PERMIT 5 916113 ISSUE K: PERMIT MECHANICAL SCHEMATICS Project No. Scale: 13041.00 N/A Drawn By: Checked By: JAH JDR M3.1 w w Z Z w W z O O N N Z W 0 Z W o� � N mo O O cQ NW w U LU � O O � w m �p O qZ � Z u- 3 4 D N F- u W W� Z� w N Z � Lu O q N W = � U IF- Z U � W z� � W m � 0 q ffF- w(L F- O �u � q O �o Z U �W OL � W W 3: ��— � � z u�w � W Z O Lu z gILW WWw ouo � � m 0 � 8 q W W Z Zz� q w � 3:Wo U ��o Reviewed for Code Compliance 0 ' Code: 2009 International Residential Code (IRC) TOWN OF VA I L By M Haeberle at 11:37 am, Oct 14, 2013 Mechanical Specifications General 1. Immediately notify the engineer of any discrepancies. 2. It shall be assumed that all subcontractors are experienced and thoroughly knowledgeable in their respective areas of the construction industry and shall perform in a responsible manner in an appropriate construction sequence. 3. Do not scale drawings. Verify dimensions in field prior to commencement of work. 4. It is the intent of these drawings and specifications to establish a standard of quality. The engineer reserves the right to take exceptions to approve methods and materials not reflected herein. 5. Failure to order, or release order, for materials and /or equipment will not be accepted as a reason to substitute alternate materials, equipment, or installation methods. 6. Work shall be performed in a workmanlike manner to the satisfaction of the architect & the engineer. 7. Labor, materials, and equipment shall conform to the latest applicable editions of local, State of Colorado, and National Codes and ordinances. If conflict between those publications exists, the most stringent requirement shall apply. 8. Provide record drawings to architect. Drawings shall include all addendum items, change orders, alterations, re- routings, etc. 9. The drawings show the intent of the mechanical systems but do not show all details required. It is the responsibility of the contractors to install complete & operable systems, which conform to the manufacturers' installations instructions & industry standards. 10. Systems shall be tested for proper operation. If tests show work is defective, contractor shall make corrections necessary at no cost to owner. 11. It is the contractors' and manufacturers' responsibility to assure themselves that the code authorities will approve any product to be installed on the project. 12. Provide necessary trenching, backfill, excavation, supports, piping, insulation, saw cutting and patching, concrete /paving, etc., as required. Backfill trenches in 6" layers and to 90% compaction and patch to match existing grade. 13. Systems shall be professionally labeled. Piping shall be labeled with color coded commercial grade labels indicating piping service and flow direction. Equipment, pumps and valves shall be labeled with engraved plastic or metal tags and an equipment /valve schedule shall be provided and mounted on the mechanical room wall. Equipment labels shall follow the same nomenclature as the mechanical drawings. 14. Provide 4" high level concrete equipment pads beneath floor mounted mechanical equipment as shown on plans. 15. See architectural reflected ceiling plan for all ceiling penetrations. 16. Coordinate architectural, structural, electrical, landscaping, fire protection, and interior design drawings with mechanical drawings prior to installation. 17. Offset piping, ductwork, etc. as necessary to accommodate structure, beams, columns, and existing equipment. 18. Verify exact locations of existing and new underground utilities, piping, and raceway systems prior to trenching. Contractor shall obtain and verify exact utility company drawings and requirements. 19. Contractor must carefully verify electrical service voltage and phase available before ordering any equipment. Shop Drawings 20. Submit entire HVAC and plumbing shop drawing submittal data at one time. Submittal to be bound in three -ring binders, indexed in a neat and orderly manner. Partial submittals will not be accepted. Submittals shall include, but not be limited to: equipment, fixtures, insulation, diffusers, pumps, fans, piping, valves, boilers, and heat pumps. 21. Provide with shop drawing submittal, 1/4" scale layout drawings of rooms with mechanical equipment, piping and ductwork. Layouts shall show locations of mechanical systems and shall be coordinated with plumbing, fire protection, and electrical systems. Equipment shall be drawn to scale. Insulation 22. Insulate all new heating water, chilled water, domestic hot water, domestic cold water, domestic hot water recirculation, radiant floor (mains and runouts to areas being heated) and snowmelt piping (mains and runouts to areas being heated) with U.L. approved, white, all service, glass fiber, snap -on, pipe insulation. Minimum R -Value of 3.0 for all piping. Insulate fittings with glass fiber blanket insulation and premolded PVC covers. Provide deduct alternate price to insulate with Armaflex. 23. Insulation shall be installed under all radiant heated floors on slab. R -10 minimum. 24. Insulation shall be installed under all exterior snowmelt areas. Insulation shall be minimum R -10 "blue board" foam insulation, 2" thick. Insulation must have pressure rating suitable for application. 25. Insulation for all types of piping shall be carried full size through pipe hangers or pipes shall be supported with vibration clamps. 26. Internally line all new rectangular ductwork (unless noted otherwise) with 1/2" thick, 1 -% lb. per cubic foot, U.L. rated, glass fiber insulation with a continuous vapor barrier. 27. Externally wrap all unlined ductwork with 2" thick insulation with a continuous vapor barrier. Minimum R -Value of 6.0. 28. Insulate transfer ducts with 1/2" thick, 2 PCF glass fiber duct liner - Owens Corning "Aeroflex" or equivalent. Piping 29. All buried pipe shall be surrounded with 4" of clean sand. 30. Domestic Hot, Cold & Recirculation piping inside building - Type 'L' copper, wrought copper fittings, and no lead solder. 31. Waste piping (above ground) - Standard weight, C.I. soil pipe, and fittings, or hubless, C.I. soil pipe and fittings. 32. Waste piping (below grade) - Schedule 40 ABS -DWV plastic pipe and fittings (ASTM D2661) or Schedule 40 PVC -DWV plastic pipe and fittings (ASTM D2665). All pipe and fittings shall bear NFS -DWV mark and shall be joined with solvent weld joints as recommended by the manufacturer. 33. Vent piping - Schedule 40 ABS -DWV plastic pipe and fittings (ASTM D2661) or Schedule 40 PVC -DWV plastic pipe and fittings (ASTM D2665). All pipe and fittings shall bear NFS -DWV mark and shall be joined with solvent weld joints as recommended by the manufacturer. 34. Heating Water piping - Type 'L' copper, wrought copper fittings, and no lead solder. 35. Chilled Water piping - Type 'L' copper, wrought copper fittings, and no lead solder. 36. Snowmelt Piping (inside building) - Type'L' copper, wrought copper fittings, and no lead solder. 37. Snowmelt Piping (outside of building) - Pre - insulated PEX piping (Rehau, Urecon, Uponor or equal). Bury minimum 4' deep and surround with 4" of clean sand. 38. Drain Pan & Cooling Coil Condensate Piping - Type 'M' copper, wrought copper fittings, and no lead solder OR Schedule 40 PVC -DWV plastic pipe and fittings (ASTM D2665). 39. Condensing Boiler Condensate shall be neutralized via a neutralization basin before discharge into building drainage system. Condensate piping shall be PVC or other approved material suitable for pH levels of 3. 40. Gas Piping - Schedule 40 black steel pipe, 150 lb. malleable iron screwed fittings on above ground pipe, welded fittings with all piping coated and wrapped on buried pipe. CSST pipe is prohibited, except for final connections to appliances. 41. Gas Valves - Lubricated plug valve 175 lb. W.O.G. iron screwed or flanged. 42. Copper pipe Valves and Specialties: Gate Valves: Bronze, Class 125, 200 lb. W.O.G. Ball Valves: Bronze, Class 125, 200 lb. W.O.G. Check Valves: Bronze, Class 125, 200 lb. W.O.G. Balancing Valves: 125 psig w.p. for 250F service tight shut -off, Illinois dual - purpose, balancing /shut -off valve, Hoffman, Sarco, or equivalent. 43. Support pipe with rod and clevis or clamps. No pipe tape allowed. 44. Provide expansion joints or loops on all heating water piping runs in excess of 50'. 45. Dielectric Unions - Furnish and install a dielectric union at all connections where non - ferrous material is in contact with ferrous material and fluid in not protected with corrosion inhibitors. 46. Grade and valve all heating water piping with 3/4" hose end valves to permit drainage of the system. Vent all high points in equipment rooms as necessary with automatic air vents piped to convenient drain. All high points in system outside of equipment rooms with manual air vents as required to relieve air in the system. 47. Provide plastic grommets on all heated fluid water piping passing through wood joists and studs. Antifreeze Solutions 48. Fill central boiler system with 30% propylene glycol / 70% water solution, by volume, for freeze protection to 8 °F and burst protection to -20 °F. Include corrosion inhibitors. 49. Fill central chiller system with 45% propylene glycol / 55% water solution, by volume, for freeze protection to -18 °F and burst protection to < -60 °F. Include corrosion inhibitors. 48. Fill snowmelt boiler system with 50% propylene glycol / 50% water solution, by volume, for freeze protection to -28 °F and burst protection to < -60 °F. Include corrosion inhibitors. 49. DILUTION WATER QUALITY: Contractor shall be responsible for testing the water and submitting a report to the Owner & Engineer, prior to system fill. "Hard" water shall not be used. The water used to dilute the concentrated inhibited glycol -based heat transfer fluid must be either distilled, deionized, or contain less than 25 ppm of chloride, 25 ppm of sulfate, 50 ppm of calcium, and 50 ppm of magnesium, with a total hardness not to exceed 100 ppm. If good quality water is unavailable, the manufacturer of the glycol product will provide the heat transfer fluid and water to meet the specifications of the system. 50. Duct sizes shown on drawings are outside (sheet metal) duct dimensions. 51. All ductwork shall be constructed from minimum 26 gauge thickness sheetmetal per SMACNA standards. 52. All ductwork shall be sealed airtight with duct mastic. Where used, duct tape shall be listed and labeled in accordance with UL 181. 53. All returns shall be ducted. Panning of stud cavities, joist bays, etc. is not allowed. 54. Provide 1/4" galvanized mesh screen on all combustion air ducts or openings. 55. Seal all ductwork joints and vapor barrier penetrations at all exterior walls. 56. Ducts and piping penetrating through roof shall have roof flashing with caulk type counter flashing sleeve or by method acceptable by roofing manufacturer. Installation shall be watertight. 57. Provide backdraft dampers at any and all ductwork penetrations through exterior wall (except outside air and combustion air ductwork). 58. Provide turning vanes in all mitered rectangular elbows. 59. Provide volume dampers at all accessible round duct take -offs. 60. Make all final connections to supply GRD's with acoustic flexible duct. Minimum length shall be 4 feet. Maximum length shall be 6 feet. 61. All ductwork or surfaces which are visible behind a grille, register, diffuser or louver shall be painted flat black. 62. All dryer vents and bathroom exhaust ducts shall be rigid galvanized round duct. 63. Sheet metal and fittings to be pursuant to SMACNA and ASHRAE standards. 64. Contractor to coordinate exact location of grilles and registers before installation. 65. Seal off all ducts during construction. 66. Back Draft Dampers: Furnish and install, at locations on plans or in accordance with schedules, dampers meeting the following specifications: Dampers shall be of the two -blade design with separate axles. Blades shall be retained in closed position with tensioned spring. Spring shall be easily field adjustable for any orientation mounting. Spring adjustment will allow for field setting of pressure to open damper. Frame shall include rolled stiffener beads to allow easy sealing to spiral ductwork joints. Dampers shall include vinyl foam blade seal. Frames shall have no holes or openings to allow air through damper frame. Damper shall in all respects be equivalent to Ruskin model BDR2. 67. Motor Operated Dampers (Round): Furnish and install, at locations shown on plans or in accordance with schedules, dampers meeting the following specifications: Dampers shall be of the butterfly type consisting of circular blade mounted to a shaft. Inside frame surface shall be clean and smooth with no blade stops or similar inward projections. Frames shall include rolled stiffener beads to allow easy sealing of spiral ductwork joints. Dampers shall include a firm, fine cell foam seal sandwiched between two blades. Leakage through the damper in the closed position shall not exceed .15 scfm per inch of blade circumference at a pressure differential of 4" w.g. Leakage through the bearings shall be less than 4 cfm at 4" static pressure. Damper frame and blade shall be fabricated from galvanized steel. Material thickness shall be at least equivalent to Ruskin Manufacturing model CDRS25 standard construction. 68. Motor Operated Dampers (Rectangular): Furnish and install, at locations shown on plans, or in accordance with schedules, control dampers that meet the following minimum construction standards. Frame shall be 16 gage (1.6) galvanized steel structural hat channel with tabbed corners for reinforcement. The blades shall be single skin, 16 gage (1.6) galvanized steel with three logitudinal grooves for reinforcement. Bearings shall be corrosion resistant, molded synthetic sleeve type turning in an extruded hole in the damper frame. Axles shall be square or hexagonal positively locked into the damper blade. Linkage shall be concealed out of airstream, within the damper frame to reduce pressure drop and noise. Submittal must include leakage, pressure drop, maximum velocity and maximum pressure data based on AMCA Publication 500. Dampers shall be in all respects equivalent to Ruskin Model CD35. 69. Mount all thermostats and humidistats 5' -0" above finished floor. 70. Thermostats & remote temperature sensors shall not be installed above heat emitting equipment, including wall mounted touch screen controls and light pad controls. Do not mount on exterior walls or above/below forced air supply registers. 71. All thermostats shall have a temperature range suitable for the application and have adjustable set points. The thermostats shall be able to display temperature setpoint and room temperature. All thermostats shall be approved by the owner. 72. Freeze Detection Thermostats. Each supply system with water coils taking outside air shall have a freeze detection thermostat located on the downstream side of the coil. Thermostats shall be of adjustable electric contact type, silver plated, manual reset with 20' flexible sensing bulb of increment type with any section capable of actuating mechanism on temperature drop below set point, thermostat shall stop fan(s) and close outside air damper. They shall have an isolated set of contacts for alarm system. 73. Install emergency gas shutoff switch inside mechanical room containing boilers. Switch plate shall be red in color and labeled "GAS BURNER EMERGENCY SWITCH ". Switch shall be compliant with Section 1006.8 of the 20129 IMC. Refer to electrical drawings for additional information. 74. See Sequence of Operation sheet M4.1 for additional control information. Balancing 75. Air and water flows must be balanced, and fan belts, pumps, and drive systems adjusted as required. Balance contractor shall furnish subsequent air balances after acceptance of the building. Air balancing shall include balancing of supply air, return air, exhaust air, and outside air. 76. Submit a written balance report. Balancing procedures shall be in accordance with NEBB or AABC guidelines for proportional balance. Submit report on standard NEBB forms. 77. Airside measurements shall include all motor amperage, voltage readings, motor RPM, fan RPM, fan CFM, fan inlet static pressure, fan outlet static pressure, and exhaust grille CFM. 78. Hydronic measurements shall include all motor amperage, voltage readings, motor RPM, pump RPM, pump GPM as calculated from the pump curve, inlet and outlet pressures at pumps, and temperature and pressure drop at all coils. 79. Adjust flows to within 10% of required quantity. If actual quantity is less than 90% of design, investigate cause, attempt to rectify and notify engineer. Submittal of balance report with less than required flows without explanation is cause for rejection of report. 80. Submit three copies of all submittals in addition to any required by the contractor. These copies shall be retained by the owner, contractor and engineer. Radiant & Snowmelt 81. Radiant floor tubing shall be 1/2" nominal diameter. Snowmelt tubing shall be 5/8" diameter. All tubing shall be PEX -a crosslinked polyethylene with an oxygen diffusion barrier, manufactured by the Engle method. 82. Piping shall be installed in continuous loops, no splices allowed. The maximum loop lengths are specified in the radiant & snowmelt zone schedules on the plans. Tubing loops off each manifold shall be installed in equivalent lengths (plus /minus 5 %). 83. The contractor shall install manifolds as provided by the tubing manufacturer. The manifolds shall consist of a return header (including: balancing valve for each loop, compression fitting to receive tubes and air vent) and supply header (including: manual shut -off valve for each loop and compression fitting to receive tubes). Vibration Isolation 84. Where specified, duct -to -fan connections shall be made with flexible canvas duct connector material. Provide duct alignment within 1/2" at the fan collar and duct collar. 85. Where specified, spring vibration isolators for support of equipment shall be properly aligned so that support rod does not contact spring housing. IECC Requirements 86. Refer to REScheck report by Rader Engineering for complete list of 2012 IECC requirements. 87. Blower door testing shall be performed by an approved third party, per 2012 IECC section R402.4.1.2. A written report of the results of the test shall be submitted to the building department. Air leakage rate shall not exceed 3 ACH when the blower door is operating at a pressure of 50 Pa. 88. Swimming pools and in- ground spas: 88.1. Heaters shall have a readily accessible on/off switch. 88.2. Heaters operating on natural gas or LPG shall have an electronic pilot light. 88.3. Schedule - capable automatic on /off timer switches shall be installed on heaters and pumps. 88.4. Heated pools and spas shall have a vapor retardant cover. 89. A permanent REScheck certificate shall be provided on or in the electrical distribution panel listing the predominant insulation R- values, window U- factors, type and efficiency of space conditioning and water heating equipment, and results from any required duct system and building envelope air leakage testing. The certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label, or other required labels. e OM 3E c� ud� UJ 94 LA L 0 IQ L � <1 q Ic Z LL \ LU LLI _� l7 99LLJ �X (P 69 (P Seal 100 Li 0 .�''0t''� 1. y4•. C� R'S'V© 'F 1 43/1 39 o•, �1U74 AL �� O U Ww W O UU W� a A� W 0 O 0 oa O C� Issued For No. Date Comment 1 1/10/13 COORDINATION 2 1/25/13 25,9- PERMIT 3 6/9/13 50% PERMIT 4 5/23/13 130% PERMIT 5 9/0/13 15SUE K: PERMIT (o 10/3/13 A51 I: PERMIT RE6U5 MEGHANIGAL SPEGIFIGATIONS Project No. Scale: 13041.00 N/A Drawn By: Checked By: JAH JDFR M4.0 (X W W Z z LU LU z O O d) N 0_ Z uu LU O d) LU ff zLU o� J � mo O tL O m zLJJ O � W ffIL O fX �L11 m J }- nl O 4 Z W� �3 LL 3 � 4 d� N U_ Ul Z LL, d Z J 0 D- w� i� ul ~ O w� d) Ul J = W Q) �ff LU �- Ua Z w wff W = tK �tu �_ m� O 4 Z O � O wCL F- O � U �3 � J 13 O O Z u �w J O� W w =(Vz LU O � ? U�w J W Z z�- �o w Www �zq � � m 0 8 dw� w Z Z z (� q w �LUo �o0 Z�o Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN OF VA I L By M Haeberle at 11:37 am, Oct 14, 2013 Sequence of Operation 1. Control System a. Exact mechanical control system is to be determined. Coordinate with General Contractor, Owner and Home Automation Contractor. A SAVANT Building Automation System (BAS) to control the lighting, AV, security, temperatures, etc. is anticipated for this project. A dedicated Direct Digital Control (DDC) system to control the mechanical equipment is required. DDC system must be compatible with BAS. PRICING ALTERNATE: PROVIDE DEDUCT ALTERNATE PRICE TO OMIT DDC SYSTEM AND INSTALL A TEKMAR TN4 CONTROL SYSTEM WITH GATEWAY FOR INTERFACE WITH SAVANT. b. DDC system shall include start/ stop/ status/ alarm points for all major equipment. Include web -based animated graphics package. c. Provide software switch incorporated into the BAS for "Occupied" and "Unoccupied" modes. d. Thermostats /sensors to be provided by DDC Contractor. See "Thermostat Schedule" Sheet MO.1 to determine functions required at each thermostat. See mechanical plans for locations of thermostats /sensors. Temperature controls are to be integrated into the Savant system. Remote access is required. Provide Occupied and Unoccupied setpoints. 2. B -1, B -2, B -3, & B -4 Boilers (Central) a. Boilers shall be modulated, rotated, and staged by integral Lochinvar boiler controls to maintain HWS setpoint at TS -1 temperature sensor. b. Boilers shall be enabled during calls for domestic hot water, space heating, kitchen make -up air, fireplace make -up air, spa heating, and pool heating. c. HWS setpoint shall be reset based on OSA temperatures (160 °F @ -20 °F to 120 °F @ 70 °F, adj). d. HWS setpoint shall be ramped up to 160 °F (adj) during calls for domestic hot water heating. e. P -1, P -2, P -3, or P -4 boiler pump shall run whenever associated boiler is called to fire. f. Display heating water temperature (TS -1), boiler status, runtime, and alarms in DDC system. 3. WH -1, WH -2, WH -3 Water Heaters a. Upon a call for heating from TS -2, TS -3 or TS -4 temperature sensors, associated water heater pump shall start, and B -1 - 4 boilers shall be enabled. b. During Occupied periods tank temperatures shall be set at 130 °F (adj). c. During Unoccupied periods tank temperatures shall be set at 70 °F (adj). d. Boiler system HWS setpoint shall be ramped up to 160 °F (adj). e. Display water heater tank temperatures, tank temperature setpoints, and alarms in DDC system. 4. Radiant Floor Heating (Lower Level) a. Upon a call for heating, associated on/off control valve shall open and P -11 heating water pump shall start. b. For spaces with floor temperature sensors (refer to MO.1 for locations), maintain floor warming capability within the DDC system. Upon a call for heating, associated control valve shall open and P -11 heating water pump shall start. Setpoint shall be adjustable to the user via the BAS. Setpoint range shall be 75 °F (adj) to 85 °F (adj). Floor warming shall be disabled if OSA temperature is greater than 70 °F (adj). c. In zones with radiant floor heating and fan coils, radiant floor shall be the first stage of heating. d. Display floor temperature (if applicable), floor temperature setpoint (if applicable), valve status, space temperatures, space temperature setpoints, heating demand signal, and alarms in DDC system. e. MV -1 mixing valve shall be reset based on OSA temperatures (140 °F @ -20 °F to 80 °F @ 70 °F, adj) to maintain HWS setpoint at TS -8 temperature sensor. 5. Radiant Floor Heating (Main and Upper Levels) a. Upon a call for heating, associated on/off control valve shall open and P -12 heating water pump shall start. b. For spaces with floor temperature sensors (refer to MO.1 for locations), maintain floor warming capability within the DDC system. Upon a call for heating, associated control valve shall open and P -12 heating water pump shall start. Setpoint shall be adjustable to the user via the BAS. Setpoint range shall be 75 °F (adj) to 85 °F (adj). Floor warming shall be disabled if OSA temperature is greater than 70 °F (adj). c. In zones with radiant floor heating and fan coils, radiant floor shall be the first stage of heating. d. Display floor temperature (if applicable), floor temperature setpoint (if applicable), valve status, space temperatures, space temperature setpoints, heating demand signal, and alarms in DDC system. e. MV -2 mixing valve shall be reset based on OSA temperatures (120 °F @ -20 °F to 80 °F @ 70 °F, adj) to maintain HWS setpoint at TS -9 temperature sensor. 6. Fan Coils a. Fan coils shall be equipped with ECM motors capable of accepting a 0 -10 VDC modulating signal. b. HEATING (FC -9 - 13): Upon a call for heating, fan shall start, and P -13 heating water pump shall start. Associated control valve shall open and modulate based on heating demand signal. Fan speed shall be fully modulated (2 -10 VDC signal) based on deviation of actual room temperature from room temperature setpoint. c. COOLING: Upon a call for cooling, fan shall start, and P -24 chilled water pump shall start. Associated control valve shall open and modulate based on cooling demand signal. Fan speed shall be fully modulated (2 -10 VDC signal) based on deviation of actual room temperature from room temperature setpoint. d. HUMIDIFICATION: See humidification sequence. f. GREAT ROOM FIREPLACE MAKE -UP AIR (FC -5): FC -5 blower shall be electrically interlocked with kitchen exhaust fan. Normally closed OSA damper shall fully open (800 CFM) and normally open RA damper shall partially close (675 CFM). P -8 fan coil pump shall start to flow coil and B -1, 2, 3, & 4 boilers shall be enabled. Pump speed shall be varied (0 -10 VDC) to maintain 65 °F (adj) discharge air temperature at TS -5 temperature sensor (mounted at FC -5 discharge). P -8 pump shall be disabled if OSA temperature is greater than 60 °F (adj). FC -5 blower shall run at full speed during calls for make -up air. Pump shall run full speed upon a call for second stage heating. g. KITCHEN MAKE -UP AIR (FC -6): FC -6 blower shall be electrically interlocked with kitchen exhaust fan. Normally closed OSA damper shall fully open (1200 CFM) and normally open RA damper shall partially close (550 CFM). P -9 fan coil pump shall start to flow coil and B -1, 2, 3, & 4 boilers shall be enabled. Pump speed shall be varied (0 -10 VDC) to maintain 65 °F (adj) discharge air temperature at TS -6 temperature sensor (mounted at FC -6 discharge). P -9 pump shall be disabled if OSA temperature is greater than 60 °F (adj). FC -6 blower shall run at full speed during calls for make -up air. Pump shall run full speed upon a call for second stage heating. h. HEARTH ROOM FIREPLACE MAKE -UP AIR (FC -7): FC -12 blower shall be electrically interlocked with kitchen exhaust fan. Normally closed OSA damper shall fully open (400 CFM) and normally open RA damper shall partially close (725 CFM). P -10 fan coil pump shall start to flow coil and B -1, 2, 3, & 4 boilers shall be enabled. Pump speed shall be varied (0 -10 VDC) to maintain 65 °F (adj) discharge air temperature at TS -7 temperature sensor (mounted at FC -7 discharge). P -10 pump shall be disabled if OSA temperature is greater than 60 °F (adj). FC -7 blower shall run at full speed during calls for make -up air. Pump shall run full speed upon a call for second stage heating. i. Display space temperatures, space temperature setpoints, supply air temperature, heating demand signal, cooling demand signal, fan coil blower speed signal, fan coil blower status, and alarms in DDC system. 7. FC -14 Fan Coil & CU -1 Condensing Unit a. COOLING: Upon a call for cooling, blower shall start and condensing unit shall be enabled. Condensing unit shall cycle to maintain room setpoint. b. DDC System will not actually be controlling the FC -14 unit. Instead, provide a DDC temperature sensor inside the AN equipment room for monitoring through the BAS and to output alarms (if high or low temperature limits are exceeded). 8. HX -1 Spa Heat Exchanger a. Upon a call for heating from TS -10 temperature sensor, normally closed control valve shall open, end switch shall signal P -14 pump to start, and B -1, B -2, B -3, & B -4 boilers shall be enabled. 9. HX -2 Pool Heat Exchanger a. Upon a call for heating from TS -11 temperature sensor, P -15 pump shall to start, and B -1, B -2, B -3, & B -4 boilers shall be enabled. 10. B -5 & B -6 Boilers ( Snowmelt) a. Boilers shall be modulated, rotated, and staged by integral Lochinvar boiler controls to maintain HWS setpoint at TS -12 temperature sensor. b. Boilers shall be enabled during calls for snowmelting. c. HWS setpoint shall be set at 120 °F (adj). d. P -16 or P -17 boiler pump shall run whenever associated boiler is called to fire. e. Display heating water temperature (TS -12), boiler status, and alarms in DDC system. 11. Snowmelting a. Provide a snow /ice sensor (Tekmar 090/091). Locate in SZ -2. b. Provide slab temperature sensors in SZ -1, 3, 4, & 5. c. Upon a call for snowmelting from snow /ice sensor, P -18, P -19,P- 20, P -21, & P -22 snowmelt pumps shall start. d. Provide an "AUTO / OFF / TIMED -ON" software switch for each snowmelt zone pump within the BAS. "Auto" mode means automatically controlled by DDC system to run when snow is sensed at the snow /ice sensor. "Off' means system is off entirely. "Timed -On" means system shall turn on for a timed snowmelt operation period of 6 hours (adj). Upon completion of "Timed -On" cycle, switch shall default back to previous position. e. DDC control shall be setup for WWSD (warm weather shut down) at approximately 45 °F (adj). System shall not operate if outdoor temperature is above this setting. f. DDC control shall be setup for CWCO (cold weather cut off) at approximately 5 °F (adj). System shall not operate if outdoor temperature is below this setting. g. Display software switches, snowmelt supply temperature (TS -12), snowmelt supply temperature setpoint, slab temperature, pump status, and alarms in DDC system. 12. CH -1, CH -2, & CH -3 Chillers a. Provide a 3 -stage DDC chiller control to stage chillers based on demand and to maintain chilled water supply temperature at TS -13 temperature sensor located at BT -1 buffer tank of 42 °F (adj) upon a call for cooling. Control shall also rotate chillers for equal run times. Staging algorithm must utilize PID control loop. b. Whenever a chiller is called to run, associated integral chiller pump shall run. c. Whenever there is a call for cooling P -24 chilled water pump shall run. d. Display BT -1 buffer tank temperature (TS -13), chilled water setpoint, chiller status, runtimes, and alarms in DDC system. 13. Steam Humidifiers a. Upon a call for humidification, associated fan coil blower shall start and once airflow is proven by air proving switch, humidifier shall start. b. Include a high limit duct humidistat located in the supply air duct, downstream of the steam absorption zone, to disable humidifier if RH exceeds 80% (adj). c. Include an automatic humidifier control from humidifier manufacturer, which shall automatically reset the humidity setpoint based on outdoor temperature. Outdoor reset curve shall be adjustable. Include outdoor air temperature sensor. d. Humidification shall be disabled during calls for cooling. 14. Fans a. EF -1 bath exhaust fan shall be controlled by a low- voltage local push button timer control integrated into the BAS. When the button is pushed, the fan will turn on and stay on for 15 minutes (adj), after which the fan will automatically turn off. b. EF -2 garage exhaust fan shall be electrically interlocked with the garage door openers. Once any garage door is energized, fan shall run for 30 minutes (adj). Any opening /closing of a garage door during the 30 minute run period shall reset the timer. Also include a low- voltage local push button timer control integrated into the BAS. When the button is pushed, the fan will turn on and stay on for 2 hours (adj), after which the fan will automatically turn off. c. EF -3 crawlspace exhaust fan shall be controlled by a dehumidistat (set at 50% RH). d. SF -1 mechanical room supply fan shall be controlled by a line voltage cooling thermostat. 15. ERV -1 & ERV -2 Energy Recovery Ventilators a. Units shall be controlled by the Building Automation System (BAS). b. Units shall run whenever the home is in "occupied mode ". c. Units shall be off whenever the home is in "unoccupied mode ". d. Many ERVs are tied to Fan Coils, however no interlocks are required. Fan Coil does not need to run for ERV to be fully effective. 16. WCU -1 Wineroom Cooling Unit a. COOLING: Upon a call for cooling from Wine Guardian wall mounted thermostat, unit shall start. b. HUMIDIFICATION: Upon a call for humidification from Wine Guardian wall mounted humidistat, integral humidifier shall start and fan shall start. c. DDC System will not actually be controlling the WCU -1 unit. Instead, provide a DDC temperature sensor inside the wine room for monitoring through the BAS and to output alarms (if high or low temperature limits are exceeded). 17. Pumps a. Display status and alarms for all pumps in DDC system. b. P -1 B -1 boiler pump shall run whenever boiler is called to operate. c. P -2 B -2 boiler pump shall run whenever boiler is called to operate. d. P -3 B -3 boiler pump shall run whenever boiler is called to operate. e. P -4 B -4 boiler pump shall run whenever boiler is called to operate. f. P -5 WH -1 water heater pump shall run whenever there is a call for heat from TS -2 temperature sensor at WH -1 water heater. g. P -6 WH -2 water heater pump shall run whenever there is a call for heat from TS -3 temperature sensor at WH -2 water heater. h. P -7 WH -3 water heater pump shall run whenever there is a call for heat from TS -4 temperature sensor at WH -3 water heater. i. P -8 FC -5 make -up air pump shall run whenever there is a call for great room fireplace make -up air and outside air temperature is below 65 °F (adj). DDC system to modulate pump speed (0- 1OVDC) to maintain 65 °F (adj) discharge air temperature at TS -5 temperature sensor (mounted at FC -5 discharge). Pump shall run full speed upon a call for second stage heating. j. P -9 FC -6 make -up air pump shall run whenever there is a call for kitchen make -up air and outside air temperature is below 65 °F (adj). DDC system to modulate pump speed (0- 1OVDC) to maintain 65 °F (adj) discharge air temperature at TS -6 temperature sensor (mounted at FC -6 discharge). Pump shall run full speed upon a call for second stage heating. k. P -10 FC -7 make -up air pump shall run whenever there is a call for hearth room fireplace make -up air and outside air temperature is below 65 °F (adj). DDC system to modulate pump speed (0- 1OVDC) to maintain 65 °F (adj) discharge air temperature at TS -7 temperature sensor (mounted at FC -7 discharge). Pump shall run full speed upon a call for second stage heating. 1. P -11 heating water pump shall run whenever there is a call for heat from lower level radiant zones. m. P -12 heating water pump shall run whenever there is a call for heat from main and upper level radiant zones. Set pump to AUTOadapt mode. Provide Geni module for communication with DDC system. n. P -13 heating water pump shall run whenever there is a call for heat from FC -9, FC -10, FC -11, FC -12, or FC -13 fan coils. o. P -14 HX -1 heat exchanger pump shall run whenever there is a call for spa heating from TS -10 temperature sensor. p. P -15 HX -2 heat exchanger pump shall run whenever there is a call for spa heating from TS -11 temperature sensor. q. P -16 B -5 boiler pump shall run whenever boiler is called to fire. r. P -17 B -6 boiler pump shall run whenever boiler is called to fire. s. P -18 snowmelt pump shall run whenever there is a call for snowmelting. Refer to "Snowmelting" sequence for more information. t. P -19 snowmelt pump shall run whenever there is a call for snowmelting. Refer to "Snowmelting" sequence for more information. u. P -20 snowmelt pump shall run whenever there is a call for snowmelting. Refer to "Snowmelting" sequence for more information. v. P -21 snowmelt pump shall run whenever there is a call for snowmelting. Refer to "Snowmelting" sequence for more information. w. P -22 snowmelt pump shall run whenever there is a call for snowmelting. Refer to "Snowmelting" sequence for more information. x. P -23 domestic hot water recirculation pump shall be on during Occupied modes and off during Unoccupied modes. During Occupied mode, DDC shall cycle pump on alternating on/off cycles (20 minutes each). y. P -24 chilled water pump shall run whenever there is a call for cooling. Set pump to AUTOadapt mode. Provide Geni module for communication with DDC system. W W Z z w w _ O N LU z w 9 O w 0LU Zw o� J � m O O � O m QQ LU Zw O � W ffCL O � �w m J }- nl O Qz W ~ Z U_ 3 >_ 4 Zo 1 O = U_ jy cD W wq Z J wd) i� tu ~ O w� w= J � l� Z w U� W �- '� w m� O 4 Z O � Z 0- �u �3 � J 0 O O z u �w J O� ww =�z LU �w- O � ? U_ J L,w W Z z�— �X lu Wu'w �zq � � m 0�0 dw� w Z Z z (� q w � you ��o c� UJ Ix LLI LA _ O U_ 13 �D 0 L `Q Z �X 10 <1 w Ic Z LL \ UJ _ l7 X 69 seal ��p,DC7 Z�cF� 9/6/1 �J r. V'V+4�L O U W w QW W W O UU W� I. a A� 0 O 0 oa O Issued For No. Date Comment 1 -1/10/13 COORDINATION 2 1/25/13 25,% PERMIT 3 6/9/13 50% PERMIT 4 5/23/13 130% PERMIT 5 9/0/13 ISSUE K: PERMIT SEQUENCE OF OPE R,AT I ON Project No. Sca le: 13041.00 N/A Drawn By: Checked By: J14H JDfR M4.1 W W Z z w w _ O N LU z w 9 O w 0LU Zw o� J � m O O � O m QQ LU Zw O � W ffCL O � �w m J }- nl O Qz W ~ Z U_ 3 >_ 4 Zo 1 O = U_ jy cD W wq Z J wd) i� tu ~ O w� w= J � l� Z w U� W �- '� w m� O 4 Z O � Z 0- �u �3 � J 0 O O z u �w J O� ww =�z LU �w- O � ? U_ J L,w W Z z�— �X lu Wu'w �zq � � m 0�0 dw� w Z Z z (� q w � you ��o �4 0 of Z O O MI. .0 i a� 0 0 .0 U W 0 W I O N U W a� U vci 0 Z I °o h N c J 0 .o, 0 a .c N 41 .0 a W 0 U U L Q Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) TOWN Of VA f L } By M Haeberle at 11:36 am, Oct 14, 2013 (N '- R" -' ^'" L- i I I LLLk- I r\l% -t-%L UINIL -11_104L VI/1VR/11V1 UTILITY COMPANY E201 I SCALE: NONE FAULT CURRENT CALGULATION SCHEDULE u W LIGHTING d GENERAL RECEPTACLES U °C *0> y z_ AREA(5.F): VA / 5.F. O M M T LOAD Q� J -0 O O c to cd M r" ZT 12,000 5 POINT LOCATION DESCRIPTION LENGTH (L.) (ft) VOLTAGE (EL -L) VOLTAGE (EL -N) PHASE WIRE SIZE CONDUCTOR MATERIAL CONDUCTOR TYPE CONDUIT MATERIAL VOLTAGE GLASS G VALUE # OF PARALLEL RUNS Isc AVAILABLE UPSTREAM f L -L M L -L Isc AT EQUIP (13 h) OR (IL -L) POINT FO XFMR -- p� CIRCUITS VA LOAD Z -- -- -- -- -- 26,000 FO FI CT/METER 100 208 120 3 500 COPPER THREE SINGLE CONDUCTORS NONMAGNETIC 600V 26-106 2 26,000 0.41 0.'11 18,501 FI F2 MDP 120 208 120 3 500 COPPER THREE SINGLE CONDUCTORS STEEL 600V 22185 2 18,501 0.42 0.11 13,060 F2 F3 MI 15 208 120 3 1 3X COPPER THREE SINGLE CONDUCTORS STEEL 600V 12843 2 13,060 0.06 0.94 12,280 F3 F4 LI 15 208 120 3 3X COPPER THREE SINGLE CONDUCTORS STEEL 600V 12843 1 1 13,060 1 0.13 0.81 11,588 I F4 F5 L2 15 208 120 3 3X COPPER THREE SINGLE CONDUCTORS STEEL 600V 12843 1 1 13,060 1 0.13 0.89 11,588 F5 F6 L3 100 208 120 3 3X COPPER THREE SINGLE CONDUCTORS STEEL 600V 12843 I 13,060 0155 0.54 -7,0-72 F6 NOTES: I. ALL CALCULATIONS WERE DONE USING BU55MAN "POINT -TO- POINT" METHOD. 2. REFER TO PLANS FOR A550MED UTILITY TRANSFORMER SIZE UTILIZED FOR CALCULATIONS. WASHING MACHINE 2 1200 VA = 2400 VA AUDIOVISUAL ROOM "7 "100 VA = 4900 VA I GENERAL NOTES I I. ALL GONDUGTORS ARE COPPER, UNLESS NOTED OTHERWISE. DETAIL NOTES OI SURGE PROTEGTION DEVICE (SPD) TO BE 'CURRENT TEGHNOLOGY' #GGI00- 1201208 -36HD, OR APPROVED EQUAL. GROUNDING ELEGTRODE 5Y5TEM5 NOTES I. METAL UNDERGROUND WATER PIPE - MAKE CONNECTION TO METAL UNDERGROUND WATER PIPE IN DIRECT CONTRACT WITH THE EARTH FOR 10' OR AND ELECTRICALLY CONTINUOUS TO THE POINTS OF CONNECTION TO THE GROUNDING ELECTRODE CONDUCTOR AND BONDING CONDUCTORS. CONNECTION POINT TO BE AT A MAXIMUM OF 5' OF THE POINT OF ENTRANCE ON THE INTERIOR OF THE BUILDING. 2. UFER GROUND (GONGRETE- ENGASED ELECTRODE) - AN ELECTRODE ENCASED BY AT LEAST 2" OF CONCRETE, LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT 15 IN DIRECT CONTACT WITH EARTH, CONSISTING OF AT LEAST 20' OF ONE OR MORE BARE OR ZING GALVANIZED OR OTHER ELECTRICALLY CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2" IN DIAMETER, OR CONSISTING OF AT LEAST 20' OF BARE COPPER CONDUCTOR NOT SMALLER THAN NO. 4 AWG. REINFORCING BARS SHALL BE PERMITTED TO BE BONDED TOGETHER BY THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE MEANS. 3. GROUND ROD - ROD IS TO BE 8FT IN LENGTH AND SHALL BE MADE OF IRON OR STEEL AT LEAST 5/8" DIAMETER. INSTALLATION METHODS FOR GROUND ROD SHALL BE INCOMPLIANCE WTIH THE NEC SUCH THAT AT LEAST 8' OF LENGTH IS IN CONTACT WITH THE EARTH. UPPER LEVEL MAIN LEVEL LOWER LEVEL LOAD SUMMARY: MAIN DISTRIBUTION PANEL (MDP) u W LIGHTING d GENERAL RECEPTACLES U °C *0> y z_ AREA(5.F): VA / 5.F. O M M T LOAD Q� J -0 O O c to cd M r" ZT 12,000 5 = 60000 VA z z SMALL APPLIANCES / — °u L n - m m rZ5 W CIRCUIT5 VA ;