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HomeMy WebLinkAboutB10-0297 plansI ISSUE RECORD I 09.10.10 BUILDING PERMIT 10.08.10 PERMIT RE ISSUANCE] PROJECT DIRECTORY HARARI RES11E)ENCE ARCHITECT: PIERCE ARCHITECTS BILL PIERCE, PRINCIPAL IN CHARGE 1650 FALLRIDGE DRIVE, Cl VAIL, COLORADO 81657 P: 970.476.6342 F: 970.476.4901 E: BILL@VAILARCHITECTS.COM CONTRACTOR: OLSEN CONSTRUCTIONLI-C LANDMARK UNIT 703 HOWARD OLSEN 610 W. LIONSHEAD CIR VAIL, CO 81620 P: 970.476.4033 F: 970.476.2848 E: OLSENCONST@GMAIL.COM STRUCTURAL ENGINEER: MECHANICAL ENGINEER: fE c f2 - D iv fE n] PlAY 0 4 2011 ZI A-, 2m REI STRUCTURAL BOB REDWINE 1801 BROADWAY, SUITE 250 DENVER, CO 80202 P: 303.575,9510 F: - -- E: BREDWINE@REI-STRUCTURAL.COM AEC TAYLOR CRITCHLOW PO BOX 8489 AVON, CO 81620 P: 970.748.8520 F: 970.748.8521 E: TAYLOR@AEC-VAIL.COM F R I T Z L E N P I E R C E ZI A-, 2m REI STRUCTURAL BOB REDWINE 1801 BROADWAY, SUITE 250 DENVER, CO 80202 P: 303.575,9510 F: - -- E: BREDWINE@REI-STRUCTURAL.COM AEC TAYLOR CRITCHLOW PO BOX 8489 AVON, CO 81620 P: 970.748.8520 F: 970.748.8521 E: TAYLOR@AEC-VAIL.COM 1 .1�. 1��� 1 • ABV ABOVE ELEV ELEVATOR LLH LONG LEG HORIZONTAL RWC RAIN WATER CONDUCTOR ACOUS ACCOUSTICAL EM EMERGENCY OUTLET LLV LONG LEG VERTICAL CMU STONE PAVERS ACT ACCOUSTI CAL CEILING TILE EMER EMERGENCY LT LIGHT S SOUTH ADD ADDENDUM ENG ENGINEER LTL LINTEL Be SOLID CORE ADJ ADJUSTABLE EOS EDGE OF SLAB LTWT LIGHTWEIGHT SCD SEAT COVER DISPENSER AFF ABOVE FINISHED FLOOR ED EQUAL LVL LEVEL SCHED SCHEDULE AFG ABOVE FINISHED GRADE EQUIP EQUIPMENT LVR LOWER SO SOAP DISPENSER AG AGGREGATE EXIST EXISTING 54.01 BUILDING SECTIONS SECT SECTION AL ALUMINUM EXP EXPANSION M MASTER SF SQUARE FEET ALT ALTERNATE EXT EXTERIOR MACH MACHINE BELT STRUCTURAL GLU -LAM TIMBER ANCH ANCHOR 09.10.10 1 10.08.10 MAS MASONRY SHLVS SHELVES APPROX APPROXIMATELY FAS FASTEN(ER) MAT MATERIAL SHR SHOWER APSH ASPHALT FSO FURNITURE BY OWNER MAX MAXIMUM BHT SHEET ARCH ARCHITECTURAL FD FLOOR DRAIN MECH MECHANICAL SHTG SHEATHING ASI ARCHITECTS SUPPLEMENTAL FDN FOUNDATION MEP MECHANICAL, ELECTRICAL and SIM SIMILAR INSTRUCTIONS FE FIREEXTINGUISHER PLUMBING SPEC SPECIFICATION(S) A17EN ATTENUATION FEC FIRE EXTINGUISHER CABINET MFGR MANUFACTURER SQ SQUARE AUTO AUTOMATIC FFE FINISH FLOOR ELEVATION MH MAN HOLE SR SINK RECEPTACLE FFL FINISHED FLOOR LINE MIN MINIMUM SS STAINLESS STEEL BO BOARD FHC FIREHOSECABINET MIR MIRROR SSK SERVICE SINK BDRM BEDROOM FIN FINISH(ED) MISC MISCELLANEOUS SST STAINLESS STEEL BEL BELOW FIX FIXTURE MMB MEMBRANE ST STAIN BET BETWEEN FLG FLASHING MD MASQNRYOPENING STA STATION BKT BRACKET FLR FLOOR(ING) MTD MOUNTED STD STANDARD BLDG BUILDING FLUOR FLUORESCENT MTL METAL STL STEEL BLK BLOCK FPHB FREEZE PROOF HOSE BIB MUL MULLION STO STORAGE SLR BOILER FR FIRERATED MW MICROWAVE STRUCT STRUCTUREor STRUCTURAL BM BEAM FREZ FREEZER SUSP SUSPEND(ED) BO BYOWNER FRM FRAME (N) NEW SV SHEETVINYL BOF BY OWNER, FUTURE FRP FIBERGLASS REINFORCED N NORTH SYM SYMMETRICAL BOT BOTTOM PANELING) NIC NOT IN CONTRACT SYS SYSTEM BOW BOTTOM OF WALL FRT Fl RE RETARDANT TREATED NO NUMBER SRG $EARNING FT FEET NOM NOMINAL T TREADS BSMT BASEMENT FTG FOOTING NTS NOT TO SCALE T &B TOP AND BOTTOM PURR FURRING T &G TONGUE AND GROOVE CAB CABINET FLIT FUTURE OA OVERALL TB TOWELBAR CAN CABLE TELEVISION FV FIELD VERIFY OC ON CENTER TEL TELEPHONE CB CATCH BASIN OD OUTSIDE DIAMETER THK THICK or THICKNESS CCD CONSTRUCTION CHANGE GA GAUGE OFF OFFICE THR THRESHOLD DIRECTIVE GALV GLAVANIZED ON OPPOSITE HAND THRU THROUGH CCTV CLOSED CIRCUIT TELEVISION GB GRABBAR OPG OPENING TO TOP OF CEM CEMENT GCMU GLAZED CONCRETE MASONRY Opp OPPOSITE TOO TOP OF CONCRETE CER CERAMIC UNIT(S) OTO OUTSIDE- T"UTSIDE TOV TOWN OF VAIL CFL COUNTERFLASHING GO GRADE TOW TOP OF WALL CG CORNER GUARD GEN GENERAL PAC PREVIOUSLY AWARDED TPH TOILET PAPER HOLDER CIP CAST IN PLACE GFP GAS FIRE PLACE CONTRACT TPTN TOILET PARTITION CJ CONTROL JOINT GI GALVINIZED IRON PARTN PARTITION TV TELEVISION CK CAULK(ING) GL GLASS PFB PREFABRICATED TYP TYPICAL CL CENTERLINE ONO GROUND PH PHONE GLG CEILING GRT GROUT PL PLATE UL UNDERWRITER'S LABORATORY CLL CONTRACT LIMIT LINE GYP GYPSUM WALL BOARD PLAM PLASTIC LAMINATE UNF UNFINISHED CLOS CLOSET PLAS PLASTER LION UNLESS OTHERWISE NOTED CLR CLEARANCE HB HOSE BIB PLNK PLANK UOS UNLESS OTHERWISE SPECIFIED CMU CONCRETE MASONRY UNIT HC HOLLOW CORE PLWD PLYWOOD UR URINAL CNTR COUNTER HD HEAD PNL PANEL CO CLEAN OUT HDCP HANDICAP(PED) PNT PAINT V VACUUM COL COLUMN HDRL HAND RAIL PNTD PAINTED VB VAPOR BARRIER CON CONCRETE HDWD HARDWOOD FORD PORCELAIN VCP VITRIFIED CLAY PIPE CONN CONNECTION HM HOLLOW METAL PR PROPOSAL REQUEST VCT VINYL COMPOSITION TILE CONST CONSTRUCTION HORIZ HORIZONTAL PR PAIR VEST VERTICAL CONT CONTINUOUS HR HOUR PROD PROJECT VEST VESTIBULE CONTR CONTRACT(OR) HTR HEATER PSF POUNDS PER SQUARE FOOT VIN VINYL CORR CORRIDOR HVAC HEATING, VENTILATION and AIR PSI POUNDS PER SQUARE INCH VTR VENT TO ROOF CPT CARPET CONDITIONING PTO PAPER TOWEL VWC VINYL WALL COVERING CT CERAMIC TILE DISPENSER[RECEPTACLE CTR CENTER Be INTERNATIONAL BUILDING CODE PV PAVEMENT W WASHER CTSK COUNTERSINK or INSTALLED BY CONTRACTOR W1 WITH ID IN INSIDE DIAMETER INCH QT QUARRY TILE W/O WITHOUT D DRYER INFO INFORMATION R RISERS WATER -RES WATER RESISTANT DBL DEPT DOUBLE DEPARTMENT INSUL INSULATION or INSULATED BAD RADIUS WB WASTE BASKET DIET DETAIL INT INTERIOR RD ROOF DRAIN WC WATER CLOSET OF DRINKING FOUNTAIN INTX INTERSECTION RE REFER TO or REFERENCE WD WF WOOD WIDE RANGE DE CIA DIAMETER INV INVERT RED RECESS(ED) WIN WINDOW DUG DIAGONAL REF REFRIGERATOR or REFRIGERATED WP WATERPROOFING) Dim DIMENSION JAN JANITOR REINF REINFORCED WPT WORKING POINT ON DOWN JB JUNCTION BOX REQ'D REQUIRED DR DRAIN JT JOINT RES RESISTANT W W AINSC OT DS DOWNSPOUT RESIL RESILIENT WWF WELDED WIRE FABRIC DW DISHWASHER K.D. KNOCKDOWN BET RETAINING DWG DRAWING K.O. KNOCKOUT REV REVISE, REVISED or REVISION DWR DRAWER KIT KITCHEN RF RESILIENT FLOORING KPL KICK PLATE RFG ROOFING E EAST RFL REFLECTED EA EACH LAB LABORATORY RL RAIN LEADER EH EXHAUST FAN LAM LAMINATE RM ROOM EJ EXPANSIONJOINT LAV LAVATORY RO ROUGH OPENING EL ELEVATION LBL LABEL ROD ROOF OVERFLOW DRAIN ELECT ELECTRICAL LIN LINEN RS ROUGH SAWN LKR LOCKER 0 ROUND W/ WITH ° DEGREES ± PLUS OR MINUS R PROPERTY LINE < ANGLE BATT INSULATION CENTER LINE DETAIL DESIGNATOR DOOR DESIGNATOR 1 i WALL TYPE SiM DOOR NUMBER 1 DETAIL NUMBER A101 SHEET WHERE SHOWN � 01 _ ROOM NUMBER 1 I WINDOW DESIGNATOR BUILDING SECTION DESIGNATOR 1 SIM SE CTION LET T_E_R all A101 SHEET WHERE SHOWN LEVEL INDICATOR NAME jo ELEVATION /1 100' -0" �_F SPOT ELEVATION INTERIOR ELEVATION DESIGNATOR 1--A ELEVATION NUMBER ; NUMBER GRID LINE Room name 1 01 -+r — ROOM NUMBER REVISED AREA 1 OF DRAWING ADDENDUM EXTERIOR ELEVATION DESIGNATOR 1 ELEVATION NUMBER A301 _ SHEET NUMBER All 111�� W A 111111 � Q al''I' a 00 00 00 CONSTRUCTION SPECIFICATION INSTITUTE SECTION NUMBER - REFER TO PROJECT MANUAL FOR PRODUCT SPECIFICATION 4' - 5 " FACE OF STRUCTURE TO FACE OF STRUCTURE I min 11��l ��ii LEGAL DESCRIPTION OF PROPERTY: PARCEL # 210106330074 LOT 1 BLOCK 1 VAIL LIONSHEAD 3RD FILING LANDMARK - VAIL CONDOMINIUMS BUILDING CODE: 2009 IBC MECHANICAL CODE: 2009 IMC C.I.P. CONCRETE STEEL PARTICLE BOARD STONE ENERGY C COMPACTED BACKFILL GRAVEL LUMBER WOOD BATT INSULATION RIGID INSULATION CMU STONE PAVERS NEW WALL EXISTING WALL PLYWOOD I min 11��l ��ii LEGAL DESCRIPTION OF PROPERTY: PARCEL # 210106330074 LOT 1 BLOCK 1 VAIL LIONSHEAD 3RD FILING LANDMARK - VAIL CONDOMINIUMS BUILDING CODE: 2009 IBC MECHANICAL CODE: 2009 IMC C.I.P. CONCRETE STEEL PARTICLE BOARD STONE ENERGY C I F NF A 13 BATT INSULATION RIGID INSULATION CMU STUCCO NO CHANGE NO CHANGE DWELLING UNITS: NO CHANGE NO CHANGE PARKING: NO CHANGE NO CHANGE LANDSCAPE AREA: I, I ri STONE CONCRETE TOPPING GROUND LINE WOOD SIDING I min 11��l ��ii LEGAL DESCRIPTION OF PROPERTY: PARCEL # 210106330074 LOT 1 BLOCK 1 VAIL LIONSHEAD 3RD FILING LANDMARK - VAIL CONDOMINIUMS BUILDING CODE: 2009 IBC MECHANICAL CODE: 2009 IMC PLUMBING CODE: 2009 IPC ELECTRICAL CODE: 2008 NEC ENERGY C 2009 IECC E SYSTEM: NF A 13 CONSTRUCTION/ BUILDING TYPE: 1B �kCUF�SANT ZONING ,,- - VaSHEAD MIX USE 1 010liwelfflfffliam M us] I I LI I k i '11111illl A l i.xxxnw �?_- �.�.;� '�' ,,._`� �;;..u�v .a AR { .� ,. ., "*`r.�.,. ?� ��'i.; V ,rx „4 ALL NEW INTERIOR WALLS: STC 35 - 39 WALL ASSEMBLY PER GA FILE NO. 1350 1 HR. RATED SHEET # SHEET NAME Issuance 1 Issuance 2 A000 REQUIRED /ALLOWABLE PROPOSED SITE COVERAGE: NO CHANGE NO CHANGE MAXIMUM HEIGHT: NO CHANGE NO CHANGE GROSS RESIDENTIAL FLOOR AREA: 1891 SQUARE FT 1930 SQUARE FT - A202 FINISH FLOOR PLANS 39 SQ FT NEW EMPLOYEE HOUSING UNIT: NO CHANGE NO CHANGE DWELLING UNITS: NO CHANGE NO CHANGE PARKING: NO CHANGE NO CHANGE LANDSCAPE AREA: NO CHANGE NO CHANGE M us] I I LI I k i '11111illl A l i.xxxnw �?_- �.�.;� '�' ,,._`� �;;..u�v .a AR { .� ,. ., "*`r.�.,. ?� ��'i.; V ,rx „4 ALL NEW INTERIOR WALLS: STC 35 - 39 WALL ASSEMBLY PER GA FILE NO. 1350 1 HR. RATED SHEET # SHEET NAME Issuance 1 Issuance 2 A000 COVER SHEET 09.10.10 10.08.10 A002 SITE MAP, SYMBOLS, ABBREVIATIONS, DWG. INDEX 09.10.10 _ 10.08.10 A201 FLOOR PLANS 09.10.10 10.08.10 A202 FINISH FLOOR PLANS 09.10.10 10.08.10 I A203 REFLECTED CEILING PLANS 09.10.10 10.08.10 A204 LIGHTING PLANS 10.08.10 10.08.10 A301 EXTERIOR ELEVATIONS 09.10,10 10,08.10 A601 INTERIOR ELEVATIONS 09.10.10 10,08.10 A602 INTERIOR ELEVATIONS DOUBLE PANE WINDOWS, FULL JAMB 10.08.10 D201 DEMO PLANS 09,10,10 10.08,10 E3.0 LIGHTING PLAN 09.10.10 10.08.10 EX201 EXISTING PLANS 09.10.10 10.08.10 X 201 ®� EXIT DIAGRAMS 09.10.10 10.08.10 S1.21 (E) LOFT & LOW SHED FRAMING PLANS 09.10,10 10.08.10 51.22 HIGH SHED AND DORMER FRAMING PLANS 09.10.10 10.08.10 54.01 BUILDING SECTIONS 09.10.10 10.08.10 S5.21 DETAILS 09.10.10 10.08.10 M1,0 HVACC LEGEND SPECS & SCHED 09.10.10 10.08,10 M2,0 HVAC PLANS 09,10.10 10,08.10 P2,0 PLUMBING DEMO PLANS 09,10.10 10.08.10 P2.1 PLUMBING PLANS 09.10.10 1 10.08.10 E1.0 ELECT, SPECS, DETIALS & ONE -LINE 09.10.10 10.08.10 E2.0 I POWER PLAN 09.10.10 10.08.10 WINDOW SCHEDULE MARK I DESCRIPTION WIDTH SILL HEIGHT L LEVEL FINSIH COMMENTS 1 SLIDER 6'- 9" 36" Level 2 WHITE OAK, DELIVERED UNFINISHED DOUBLE PANE WINDOWS, FULL JAMB 2 FIXED T- 8" 36" Level 2 WHITE OAK, DELIVERED UNFINISHED DOUBLE PANE WINDOWS, FULL JAMB 3 SLIDER 6'- 5" 36" Level 2 WHITE OAK, DELIVERED UNFINISHED DOUBLE PANE WINDOWS, FULL JAMB 4 FIXED 3' - 11" 36" Level 2 WHITE OAK, DELIVERED UNFINISHED DOUBLE PANE WINDOWS, FULL JAMB 5 FIXED 3' - 11'" 36" Level HITE OAK, DELIVERED UNFINISHED DOUBLE PANE WINDOWS, FULL JAMB 1. SIZES TO BE VERIFIED ONCE ACTURE CH TABLE 60 FIRE- RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) TYPE I TYPE Ii TYPE II TYPE IV TYPE V B HT A Ad B BUILDING ELEMENT A 1 B B A 4 i S [ Primary structural frames a 0 0 HT 1 0 l l {see Section 202} 2 Bearing walls Exterior s 3 2 1 0 1 2 2 j 2 1 0. 1/HT l Interior 3 2 1 0 I 0 0 Nonbearing walls and partitions Exterior See Table 602 Nonbearing walls and P 0 0 0 Q 0 0 See Section 602..6 0 0 artitions Interiors ! j Floor construction and secondary 2 2 1 0 1 0 HT l 0 members {see Section 202} I i { Roof construction and secondary 11 b lb c l b. 0 C l b. c 0 HT ' I h 0 members (see Section 202) For SI: 1 foot = 304.8 mm. a. Roof supports: Fire - resistance ratings of primary structural frame and bearing walls are permitted to be reduced by 1 hour where supporting a roof only. b. Except in Group F -1, H, M and S -1 occupancies, fire protection of structural members shall not be required, including protection of roof framing and decking where every part of the roof construction is 20 feet or more above any floor immediately below. Fire - retardant - treated wood members shall be allowed to be used for such unprotected members. C. In all occupancies, heavy timber shall be allowed where a 1 -hour or less fire- resistance rating is required. d. An approved automatic sprinkler system in accordance with Section 903.3. 1.1 shall be allowed to be substituted for I , hour fire- resistance -rated construction, pro- vided such system is not otherwise required by other provisions of the code or used for an allowable area increase in accordance with Section 506.3 or an allowabl height increase in accordance with Section 504.2. The I -hour substitution for the fire resistance of exterior walls shall not be permitted. e. Not less than the fire - resistance rating required by other sections of this code. f. Not less than the fire- resistance rating based on fire separation distance (see Table 602). g, Not less than the fire- resistance rating as referenced in Section 704,10 L A 2009 INTtRNATI4 --W&D1Wk� 04P e .— A I 89 GA FILE NO. WP 1350 GENERIC GYPSUM WALLBOARD, STEEL STUDS One layer 5 10 typo X gypsum Wallboard or gypsum veneer base applied parallel or at right angles to each side of 3 steel studs 24' o.c, with i' Type S drywall screws 8' D.C. at vertical Joints and IT o,c. at floor and ceiling runners and Intermediate studs, Joints staggered 24' on opposite skies. (NIB) .�..� rl�r�rww.Irr.rw,wrw 1 HOUR 35 to 39 STC FIRE I I SOUND Thickness: 4'rie Approx. weight: 6 psf Fire Test: FM WP45, 6. 19-68: OSU 1- VLG 791"484, 79T500, 79x497.8- 12 -61, ULC Design W415 Sound Test NGC 2005004,6-15-05 RAL TL06 -114, 411-6& 1 HOUR 60 to 6i4 STC FIRE SOUND Thickness: Minimum 7 Approx. Weight: 7 psf Fire Test: UL 81319.96NK31548, 10 -21.96 UL Design 13493 Sound Test USG STC - 050817.8 -11-05 GA FILE NO.. WP 5406 1 ( PROPRIETARr GYPSUM WAl.1.BOARD, STEEL STUDS, GLASS !FIBER INSULATION One layer sle proprietary type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to ONE SIDE. of a double row of 2 20 gage steel studs 16' o.c. and not less than 1' apart with 1' Type S drywall screws W o.c, when applied at right angles to studs and W at vertical and bottom edges and IT D.C. at Intermediate studs whan applied parallel to studs. OPPO$n7E SIDE: One layer sle proprietary type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to studs with 1' Type S drywall screws 8' o,c, when applied at right angles to studs and 8' at vertical and bottom edges and IT o.c, at rote ,- studs en le o Iris fiber In sulatio n, tf.s +mediate wh applied parallel t studs. 3 h g pct, on one side in cavity. Vertical Joints Centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal joints need not be backed by framing. Horizontal joints on opposite sides need not be staggered. (NLi3) PROPRIETARY GYPSUM BOARD United States Gypsum Company - 'Ile SHEETRGCKID Brand FIRECODES Core Gypsum Panels E U 0 Lai loo. LL um i� 1 1 � J J a • all !� ISSUE RECORD 1 119 . 10 . 10 B UIL DING P ERMIT i !: ! PER • .M. 111 -M W M � V CO Z 00 Qo ..../ Q W > rL.. O < 110 Z P R ARCH ITECTS 1650 Faliridge Road C -1 Vail, CO 81657 vailarchitects.com Q970) 476 -4901 p.(970) 476 -6342 N O IRMA °' i r 'Ili EXISTING BASEBOARD EXISTING BASEBOARD Existing Plan - Level 2 114 = 1' -0" LINE OF EXISTING SOFFIT EXISTING BASEBOARD "� Existing Plan -Level 1 X201) "4" = " -0" XISTING BASEBOARD .INE OF EXISTING SOFFIT LINE OF LOFT ABOVE i• 1 1 B UIL D ING w w i 1. 1 W Z 00 .__. 0 �" C W Q o z IF R M w ARCH ITECTS 1650 Fallridge Road C -1 Vail, CO 81657 vai larch itects.com Q970) 476 -4901 p.(970) 476 -6342 EXISTING PLANS EX201 LEGEND I ! EXISTING WALL PROPOSED WALL DEMOLISHED WALL MOVE BASEBOARD EAST TO NEW WAL SAVE VANIT COUNTE SINK GLASS SHOWER ENCLOSUR CABINET ABOVE TOILE TOILE ALL FINISHES AND FIXTURES TO REMAIN ALL FINISHES TO BE DEMOLISHED, UNLESS OTHER WISE NOTED ALL FIXTURES TO BE REMOVED UNLESS OTHERWISE NOTED (REUSE EXISTING CAN LIGHTS WHEN POSSIBLE) ALL APPLIANCES TO BE REMOVED UNLESS OTHERWISE NOTED ALL DOORS WILL BE REPLACED,EXCEPT FRONT DOOR N M E • ;- DRYWALL TO BE REMOVED, ONLY WHERE NECESSARY & Demo Plan - Level 2 D201 ) " 4" = " -0° REMOVE TRIM FROM WINDOWS AND DOOR OPEN CEILING TO FULL HEIGHT LINE OF EXISTING SOFFIT - DEPTH TO BE INCREASED EXISTING CAN LIGHTS TO REMAIN REMOVE CARPET AND PAD, STRUCTURE TO REMAIN SELECTIVE DEMO - REFER TO A/601 ALL FINISHES TO BE DEMOLISHED, UNLESS OTHER WISE NOTED ALL FIXTURES TO BE REMOVED UNLESS OTHERWISE NOTED (REUSE EXISTING CAN LIGHTS WHEN POSSIBLE; ALL APPLIANCES TO BE REMOVED UNLESS OTHERWISE NOTED ALL DOORS WILL BE REPLACED, EXCEPT FRONT DOOR now DRYWALL TO TO BE REMOVED, ONLY WHERE NECESSARY hk Demo Plan - Level 1 am I I EXISTING WALL PROPOSED WALL DEMOLISHED WALL N. - : ds��I :ZI►�i7Zi ►7�[�i�In>TiZri�l+��P►ITdZ P►�9Z4Z07; DEMO UPPER PORTION OF WALLS TO CREATE NICHES 4E OF EXISTING SOFFIT - DEPTH TO BE INCREASED REMOVE WALL THAT HANGS DOWN FROM CEILING REMOVE JAMB AND POCKET DOOR REMOVE CARPET AND PAD, STRUCTURE TO REMAIN LINE OF LOFT ABOVE REMOVE TRIM FROM WINDOWS AND DOORS ARCH ITECTS 1650 Fallridge Road C -1 Vail, CO 81657 vailarchitects.com - 0i 12 11 1 9 . 10 . 10 BUILDING PERMIT i is i W = i (7 Q co z 00 ... p I' O T Z J Z D < W Q0 w P w Q970) 476 -4901 p.(970) 476 -6342 DEMO PLANS i ff K 7, REPLACE EXISTING BASEBOARD HEAT MAT FUR OUT WALL FOR NICHE AND MEDICINE CABINET SHOWER CONTROLS NICHE e VALVES AND FILLER LOCATION ADDITIONAL BLOCKING FOR FLOATING BENCH REPLACE EXISTING BASEBOARD RELOCATE AND REPLACE BASEBOARD REPLACE AND RESPACE WINDOWS - INCREASE SOUND ATTENUATION 1 A/301 WALLS TO BE APPROX. 8' WITH A CEILING - MATCH TO HEAD HEIGHT OF DOORS RECESSED TVs CUSTOM CABINETRY FLAT FRAME WALL, ADD SOUND INSULATION GLASS GUARD RAIL FLOOR TO CEILING - TO MEET SECTION 2407 OF 2009 IBC RELOCATE AND REPLACE BASEBOARD OPEN SHELVING PER OWNER REPLACE EXISTING BASEBOARD T.V. NICHE - SIZE T.B.D. BY OWNER CENTER NICHE IN WALL OUTLET TO BE PLACED IN SIDE OF RECESS DRYWALL EDGE WITH CORNER BEAD INCREASE SOFFIT NEW A/V AND LINEN CLOSET, ACCESSED FROM BOTH BEDROOM AND BATH PROVIDE ADDITIONAL BLOCKING FOR TOWEL HEATER LAYOUT TO BE PROVIDED BY OWNER NEW MEDICINE CABINET - 43" A.F.F. WIDTH 16 3/4" HEIGHT 31" TEMPERED GLASS PANEL - FLOOR TO CEILING, MILK FINISH PANEL LOCATION UPGRADE RANGE HOOD - WILL VENT THRU BED 1 SOFFIT WINE COOLER - ACCESS FROM DINING ROOM SIDE REPLACE EXISTING BASEBOARD WIDE SHADES ALL THE WAY AT TOP WITH 5" TALL 6" DEEP VALANCE 1 26'- 3" LEGEND EXISTING WALL DEMOLISHED WALL PEN SHELVING PER OWNER ZEPLACE EXISTING BASEBOARD ,USTOM BUILT -INS UCREASE SOFFIT JEW A/V CLOSET ABOVE DRYER ACCESS FROM BEDROOM 2 ADD MEDICINE CABINET - BUILD OUT WALL 6" - 3 " A.F.F. WIDTH 16 3/4" HEIGHT 31" TALL TO CONCEAL BACKSLPASH OF VANITY - 37 1/4" T.Q.W. ROVIDE ADDITIONAL BLOCKING FOR TOWEL HEATER ( ENT DRYER THRU BED 2 SOFFIT VOOD PANELING - VHITE OAK, RIFT CUT HORIZONTAL, METAL BRUSHED TO OPEN PORES, AATTE FINISH /2 " TEMPERED CLEAR GLASS WALL LINE OF EXISTING LOFT ABOVE LOFT EXPANDED SOUTH 18" TV MOUNTED ABOVE FIREPLACE MANTEL WRAP FIREPLACE WITH GREY LIMESTONE - OPUSTONE SERENA 3/4" THICK, EXACT HEIGHT ELECTRONICS 'FURNITURE' THAT ALSO HIDES GRILL OUTSIDE ISSUE RECORD 1 % _:.Igj R IM i is 1 L ( CY_ u 0 � W f� L>7 z t/) Z �' 00 00 -- o�-o W Q n 0000 r— Q0 z 0 im � N ARCH ITECTS r � A201 1/411 =1' -0„ A201 f 1/4#1 = 1' -0" 1650 Fallridge Road C -1 Vail, CO 81657 vai larch itects.com Q970) 476 -4901 p.(970) 476 -6342 FLC}C�R PLA1�S ISSUE RECORD f• 1 f BUILING PERMIT 1 1: 1 TILE - PATTERN AND MATERIAL T.B.D. WOOD FLOORING FLOOR ASSEMBLIES PER NEW LANDMARK ASSOCIATION REQUIREMENTS FOR SOUNDPROOFING 114 ALUMINUM OR BRONZE TRANSITION STRIP AT CENTER OF DOOR METAL THRESHOLD TILE FLOOR - LAYOUT AND MATERIAL - T.B.D. METAL THRESHOLD FLOOR ASSEMBLIES PER NEW LANDMARK ASSOCIATION REQUIREMENTS FOR SOUNDPROOFING W DETAIL �r 1 T U = M � 00 o J z W C z Finish Floor Plan - Level 2"' r, ; 0 ., 1650 Fallridge Road C -1 Vail, CO 81657 vai larch itects.com f.(970) 476 -4901 p.(970) 476 -6342 FINISH FLOOR PLANS i P w Finish Floor Plan - Level 2"' r, ; 0 ., 1650 Fallridge Road C -1 Vail, CO 81657 vai larch itects.com f.(970) 476 -4901 p.(970) 476 -6342 FINISH FLOOR PLANS i TWIN Ts TO BE WRAPPED PLYWOOD/ VENEER DESIGN AT A LATER DATE ISSUE RECORD rl • 1 1 BUILDING PERMIT 1 1: 1 Wad 8' WALLS WITH CEILING TO ENCLOSE SPACE OPEN CEILING TO FULL HEIGHT - ROOF FORMS AND SHAPES NOT TO BE DISTURBED DROP CEILING HEIGHT AT 11' NEW EXPOSED FRAMING EXISTING ROOF NEW EXPOSED FRAMING :N01112100001 NEW DORMER MIN • • W W W W H NNA 10Ic►,AlIN"MINA 3CFt1 &1 EXISTING EXPOSED TWIN Ts LINE OF NEW SOFFIT EXISTING ROOF SLOPES AND FORMS NOT TO BE DISTURBED OR CHANGED DROP CEILING 2" T -2" EXISTING ROOF SITE VERIFY HEIGHTS FLAT CEILINGS WITH LEVEL 4 FINISH THROUGHOUT UNLESS OTHERWISE NOTED CEILING PANELS - DESIGN T.B.D. LINE OF LOFT ABOVE (EXTENDED SOUTH 18" FROM ORIGINAL LOCATION) EXISTING ROOF OPEN TO ABOVE - SEE RCP LVL 2 FOR CEILING INFORMATION ADDITIONAL METAL BLOCKING FOR GLUE INTUMESCENT PAINT FOR FIREPROOFING 3/4" WOOD REF. STRUCTUAL METAL BLOCKING REF. STRUCTURAL ATTACH BLOCKING INTO STRUCTURE AT TOP AND BOTTOM GLUE AND FINISH NAIL CONNECTION EXISTING CEILING —2'- 0" LINE OF NEW SOFFIT SITE VERIFY CONCRETE TWIN T B EAM. BOX D ETAIL LL LL R W W h W • i It M (_,) Lu tt) = M z co 0 0 0 Q =1 z W Q0 Town of it REVIEWED FOR CODE COMPLIANCE M l P I E r ARCH ITECTS 1650 Fallridge Road C -1 Vail, CO 81657 vailarchitects.com Q970) 476 -4901 p. (970) 476 -6342 REFLECTED CEILING A203 I SITE VERIFY 7' -11" T -11" TWNI T TWNI T 2' -0" 8' -9" 8' -g EXISTING ISTING EX STING CEILING CEILING BEDROOM 1 8 ' 9 " BEDROOM 2 I 1 EXISTING CE ILING T -2" EXISTING ROOF SITE VERIFY HEIGHTS FLAT CEILINGS WITH LEVEL 4 FINISH THROUGHOUT UNLESS OTHERWISE NOTED CEILING PANELS - DESIGN T.B.D. LINE OF LOFT ABOVE (EXTENDED SOUTH 18" FROM ORIGINAL LOCATION) EXISTING ROOF OPEN TO ABOVE - SEE RCP LVL 2 FOR CEILING INFORMATION ADDITIONAL METAL BLOCKING FOR GLUE INTUMESCENT PAINT FOR FIREPROOFING 3/4" WOOD REF. STRUCTUAL METAL BLOCKING REF. STRUCTURAL ATTACH BLOCKING INTO STRUCTURE AT TOP AND BOTTOM GLUE AND FINISH NAIL CONNECTION EXISTING CEILING —2'- 0" LINE OF NEW SOFFIT SITE VERIFY CONCRETE TWIN T B EAM. BOX D ETAIL LL LL R W W h W • i It M (_,) Lu tt) = M z co 0 0 0 Q =1 z W Q0 Town of it REVIEWED FOR CODE COMPLIANCE M l P I E r ARCH ITECTS 1650 Fallridge Road C -1 Vail, CO 81657 vailarchitects.com Q970) 476 -4901 p. (970) 476 -6342 REFLECTED CEILING A203 I SITE VERIFY ` ISSUE RECORD PERMIT RE ISSUANCE go OUTLET LOCATED i�A.F.F AND 13" FROM WALL 7.5" AWAY FROM WALL ELECTR SHADES ALL OTHER LIGHTS TO REMA THE SAME FAUX BEAM RECESSED TVs LIGHTS CENTER LIGHT ON WALL BETWEEN NICHE AND CORNER TV NICHE - OUTLET |N NORTH SIDE OFNICHE SWITCH 20" FROM CORNER AND 33"A.F.F.O.C. LINE SPOT LIGHTS TO LINE UPUNDER 7o AND WITH TOP OFDOOR SAME FOR BEDROOM 2 LINE OF NEW SOFFIT �� � ` ^ ^` - � BATH i AND 2AND - MASTER WILL HAVE NEW SOFFIT DEPTH AN OUTLET |N DRAWER ORCABINET CONT POWER FOR CABINET PIECE: - OA8LE NEW A/V CLOSET, ACCESSED -`" FROM BOTH BEDROOM -OVD �u FOR - PHDNE TOWEL HEATER 56" A.F.F. - OUTLET3 LIGHTS HEAT MAT OUTLET LOC/(TEO14''A.F.F. AND 13"FROK4VVALL SWITCHED AT LVL ALSO PHONE JACK HEAT |NFAN GF|- SAME /\S BATH 2 MOTION SENSOR FOR LED RAILING LIGHT PANEL LOCATION PROVIDE WHIP FOR INSTALLATION OF LED LIGHT |N HANDRAIL RECESS POWER FOR |NSTA HOT UNDER SINK ' UNDER CABINET LIGHTING UNDER ALL UPPER KITCHEN CABINETS -SEE KITCHEN SPECS FOR LOCATIONS ' � '� , UPGRADE RANGE HOOD UNDER CAU|NE|~-� WILL VENT /nnu BED ' SCONCES ON EITHER SIDE OFBED HANG 1O" AWAY FROM WALL °**°NEEO DEPTH 0F UPPERS SD CAN PLACE CAN8****----~~ / ` FLOATING 3/4" CEILING PANELS - TOTAL ---' -- -- -- --- -- -- DEPTH FROM CEILING -1i/4"-CANS - NEED TO ACCOMODATE THIS DEPTH VV/NECDOLER - --� REPIACE EXIST BASEBOARD NEW A[V CLOSET ABOVE D ER ACCESS FROM BEDROO 2 GFI HORIZONTAL AB BACKSPLASH- MD 102" OFF LANDING (UPPER) SWITCHED 15" OFF WALL TOWEL HEATER 56" A.F.F, MD$ HEAT IN FAN VENT DRYER THRU BEDROOM SOFFIT HEAT MAT MOTION DETECTOR FOR RAILING LIG AT BOTH TOP AND BOTTOM OF STAIR REPLACE EXISTING BASEBOARD UPL|QUON0NBEAM `- UP AND DOWN LIGHTING ON FIREPLACE | TV MOUNTED ABOVE FIREPLACE EXIST OUTLET TD8ES ITCF x � ___ c/crTonm/ro,C/oumrmIV TWAT ^/vnuxn�Q'�0o' rxrrQm� NEEDS: POWER MOTORIZED REMOTE CONTROL SHADES BRING POWER TO UPPER LEVEL WINDOWS ASWELL � SAME CIRCUIT FOR BLINDS - REMOTE CONTROLLED OUTLET ON EITHER SIDE OFFIREPLACE `^ -ALlCANSVNLLHAVESQUARETRIMS � \ PROPOSED LIGHTING SHALL HAVE 5OY6 HIGH EFFICACY LIGHTING PER |ECC. %I Level 0 �� Electrical 1/4"=1 ��x" u��"— ��. 7 � . � ' J U < N `^� L�| un « �� �0 /`` __ C14 y� 0 �� ~-^ [) �~ z �� ~~ �� �_ � Lu C) �� ��_ r~ Q0 �� ���~�� �lF �K�-� ~° � , ~ ,~~~ � , ° � ,_ =- , 1650FaUhdge Road C-1 Vail, COO1657 vui|arc6itects.com i(970476'4901 p.(970) 476-6342 LIGHTING PLANS A204 ____m KEYNOTE L EG E ND p L KEY VALUE � KEYNOTE TEXT i• t i g o is i . HEADER WILL DECREASE IN SIZE TO A TOTAL OF 6" EXISTING DOORS WILL BE REPLACED IN KIND, ONLY TALLER WINDOWS WILL NOT BE AFFECTED DEMISING WALL m sr> ? K, OZ000 -0 � . N e u W A" = z • � 1 t I ISSUE RECORD I i2 m1 m m 9 Iw F R I T Z L E N C P1 OMPLIANCE P I E R C E W 7 / - fi Code -- CAP TO MATCH IN KIND TO REST OF STRUCTURE HEIGHT DETERMINED BY A/C UNIT AND CODE IF APPLICABLE ANY MATERIAL TO MATCH IN KIND WITH REST OF EXTERIOR OF LANDMARK BUILDING INTERMEDIATE SUPPORTS PER STRUCTUAL ENGINEER RCH ITECTS WALL TO FLOAT ABOVE EXISTING STRUCTURE SO EXISTING WATERPROOFING AND DRAINAGE IS NOT COMPROMISED Le /1 I STRUCTURE TO BE DESIGNED BY STRUCTURAL ENGINEER AND COORDINATED WITH CONTRACTOR 1h NORTH WALL TO CONCEAL A/C 1-V i ) 112" = 1 ' -0" 1650 Fallridge Road C -1 Vail, CO 81657 va i larch itects.com EXTERIOR ELEVATIONS u W Lr) = z M � o a7 00 C) z D Q � < co (10 z i2 m1 m m 9 Iw F R I T Z L E N C P1 OMPLIANCE P I E R C E W 7 / - fi Code -- CAP TO MATCH IN KIND TO REST OF STRUCTURE HEIGHT DETERMINED BY A/C UNIT AND CODE IF APPLICABLE ANY MATERIAL TO MATCH IN KIND WITH REST OF EXTERIOR OF LANDMARK BUILDING INTERMEDIATE SUPPORTS PER STRUCTUAL ENGINEER RCH ITECTS WALL TO FLOAT ABOVE EXISTING STRUCTURE SO EXISTING WATERPROOFING AND DRAINAGE IS NOT COMPROMISED Le /1 I STRUCTURE TO BE DESIGNED BY STRUCTURAL ENGINEER AND COORDINATED WITH CONTRACTOR 1h NORTH WALL TO CONCEAL A/C 1-V i ) 112" = 1 ' -0" 1650 Fallridge Road C -1 Vail, CO 81657 va i larch itects.com EXTERIOR ELEVATIONS ISSUE RECORD 1 ALIGN WITH TOP OF DOOR CASING FINISH WITH CORNER BEAD AT PERIMETER ENCLOSED SHELVING FOR BEDROOM 1 OPEN AN/ NICHE - 17" DEEP 3 CAN LIGHTS MATCH TOP OF DOOR CASING TERIFY 1•• HEAD HEIGHT STONE T.B.D. NEED HEIGHT OF NEW DOORS MOVE FP SWITCH TO WEST SIDE OF FP EXISTING SWITCH FOR EXTERIOR - USE TRUFIG 1/4" THICK BRONZE MANTEL BRONZE FIREPLACE SURROUND STONE HEARTH - FLUSH WITH WOOD FLOOR LINEN CLOSET, ACCESSED ON BATHROOM SIDE VERIFY DOOR HEIGHT ALIGN WITH TOP OF DOOR CASING FLUSH DOORS FINISH WITH CORNER BEAD AT PERIMETER CABINET NICHE DRYER FITS UNDER CABINET ON OTHER SIDE OF WALL VERIFY DOOR HEIGHT 1. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS 1. C ONTRACTOR ! SITE VERIFY ALL DIMENSIO BE DROOKA 1 ANI NICHE DET 1'" = 1' -0" cv , �r I 0 MI. i . • :_G • : • - G s u _ l • Rl 11 -iALL STORAGE DETA 1. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS H ST0rN D ETA,I,L,._l PROVIDE ADDITIONAL BLOCKING FOR TV AND MANTEL Level /1 o f -oil V TWIN T CAN LIGHTS DROP CEILING SWITCHES DRAWERS - DSGN. PROVIDED BY OWNER BENCH - TO BE PROVIDED BY OWNER HE i �` 1 1. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS Ig 111 M ' 151111 1/2" = 1' -0" Am 1/2" = V -0" 1/2" = V -0" !• t 1 BUILDING PERMIT 1 1: t 7 1 I2 u fir.../ 0 W 7 t y . 3 LLB �-- ° 00 7 00 Z J z W Q z �rr OPEN SHELVING - DESIGN PER OWNER 1650 Fallridge Road C -1 Vail, CO 81657 va i larch i tects.com Q970) 476 -4901 p.(970) 476 -6342 INTERIOR v 1 ELEVATIONS I - nit 1. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS i ll = 1' -0" -Q� 1/2" = 1' -0" IL 1 3 CAN LIGHTS ALIGN WITH TOP OF DOOR CASING SWITCH LOCATION VERIFY DOOR HEAD HEIGHT GB COUNTER GB DRESSER ACCESSED FROM BED 2 Level 1 0' -0" ISSUE RECORD ti wood tread - notch out to conceal cut stone edge stone LINES UP WITH TREAD AT APPROX. HALLW DOUBLE PANE WIND( FULL J. PAINTED WOOD WINDOWS WHITE DELIVERED UNFINIS STAIR ELEV. A602 112° = 1' - DOUBLE PANE WINDOWS FULL JAMB PAINTED WOOD WINDOWS WHITE OAK DELIVERED UNFINISHED EXISTING ROOF ve12 Emir Lim 1 �, 1. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS 2. VERIFY SIZES ONCE MANUFACTURER IS CHOSEN A602 / 1/4" = 1'-0" GLASS GUARDRAIL' TO MEET 2009 IBC SECTION 2407 ALL PORTIONS OF HANDRAIL TO MEET IBC 2009 SECTION 1012 HANDRAIL DESIGN PER OWNER NOTCH GLASS INTO WALL AND FLOOR - HIDE CONNECTION a m a i ►ymre1 Z•z•7��y�y�I A602 / 1/2" = V -0" DROP CEILING NOTCH GLASS INTO WALL AND CEILING - HIDE CONNECTION CONTRACTOR RESPONSIBLE FOR CONSTRUCTION AND INSTALL DETAILS 1 LED LIGHT (BATH NICHE ONLY) SLAB MATERIAL TO OVERHANG NICHE BY 2" : •• a -• � �. -- SHOWER/ BATH NIt A602 11 / 2 " 1 ' 0 " = 1'-0" N r Leve12 IL ELEV. MUNU baseboard electronics furniture ai W-H • • . -� • • CLAD ONYX STRIPS ON BATH TUB WALL (ALONG TUB) OTHER WALLS TO RECIEVE LIMESTONE RECTANGULAR STONE 12X24 OR 8X12 SHOWER HEAD AND HEIGHT T.B.D. 2" OVERHANG OF SLAB MATERIAL LED DOWN LIGHT SLAB MATERIAL • A602) 1 0'- 4„1- MAR a 2" OVERHANG OF SLAB MATERIAL NICHE CONTROLS - T.B.D. SLAB MATERIAL AND PATTERN T.B.D. BENCH - AT SAME LEVEL AS TUB DECK (CONTINUATION OF DECK) PROVIDE ADDITIONAL BLOCKING ON 2 SIDES FOR FLOATING BENCH i i N A41 um F 1650 Fallridge Road C -1 Vail, CO 81657 vai larch itects.com Q970) 476 -4901 pJ970) 476 -6342 INTERIOR ELEVATIONS 6' -6" 0 W � �..... _ cn o p�O co W z N A41 um F 1650 Fallridge Road C -1 Vail, CO 81657 vai larch itects.com Q970) 476 -4901 pJ970) 476 -6342 INTERIOR ELEVATIONS 6' -6" ISSUE RECORD ' OCCUPANCY GROUP: R2 OCCUPANCY GRDUP ' � R2 FLOOR AREA: 771 SQFT FLOOR AREA: 1,159 8QFT OCCUPANTLOAD: 2O0S(3FT PER PERSON OCCUpANTLOAD: 20O80FT PER PERSON NUK�8EROFOCCUPANTS: 4 NUMBER ' � EGRESS WIDTH REQUIRED: #DF OCCUPANTS (5)X2=1MIN. 36" EGRESS WIDTH PROVIDED: 36" MAX EXIT TRAVEL DISTANCE PERMITTED: 257'O^ MAX EXIT TRAVEL DISTANCE PROVIDED: 1O7'-4^ COMMON PATH OF EGRESS TRAVEL PERMITTED: 75' COMMON PATH OF EGRESS TRAVEL PROVIDED: 107'-4" EGRESS WIDTH REQUIRED: #OFOCCUPANTS (5)X.2=1 MIN. 36" EGRESS WIDTH PROVIDED: 36" MAX EXIT TRAVEL DISTANCE PERMITTED: 25O-0" MAX EXIT TRAVEL DISTANCE PROVIDED: 44'-10" COMMON PATH OF EGRESS TRAVEL PERMITTED: 75' COMMON PATH 0F EGRESS TRAVEL PROVIDED: 44''10" Lu U m CD T own ,v�vvo^ ��v �m�w REVIEWED ° "EW°-D » Ooa CODE COMPLIANCE �� ����`v/x u~x�� �� ' ����, �� - � �� - Date- - ^ ~- ^ A R CHUlFE ClFS 1650FaUhdoe Road C-1 Vail, CO 81657 vai larch itects. com A aw v I I vp u = ki LA m In A M EXIT DIAGrNtA - LEVEL 1 p I or , 'W ill 0 V Q970) 476-4901 p.(970 ) 476-6842 k���U�� �~^"^U U DIAGRAMS 0 12 13 12 13 Q LOFT LEVEL NN 3116" =1' -0'• I'll" (E) 18H JST LOW SHED FRAMING PLAN N 3116" =1' -0" /ATIONS AND 9 ARCH IJECTS 1650 Fallridge Road C-1 Vail, CO 81657 vailarchitects.com Q970) 476-4901 0.(970) 476-6342 , M T PI -, A M f L" . g I S1,21 4'-51/2" 18f.2 4'-51/2" (12 1 2T-1 " 13 179'-1 1' 181 -3114" Cli ti 176-10" 174'-8 1/2 FRAME C _�J 11 1/2" 4'-8112" 0 �S4 A E 4'-8112" 11 1/2" - ----(::E NOTE: ALL ELEVATIONS ARE T.O. DECK AND APPROXIMATE I , a ir LTHIL1191sw "I 0 3 12 13 IATIONS AND 9 m I T Z Lf N A R C IH I T E C T S 1650 Fallridge Road C-1 Vail, CO 81657 vailarchitecLs.com f.(970) 476-4901 ' 1 4' -51/2" 1 1 8'-2" 1 4` -51/2" 1 FRAME A I r IL U? FRAME B- --ji L L AL FRAME C _�J 11 1/2" 4'-8112" 0 �S4 A E 4'-8112" 11 1/2" - ----(::E NOTE: ALL ELEVATIONS ARE T.O. DECK AND APPROXIMATE I , a ir LTHIL1191sw "I 0 3 12 13 IATIONS AND 9 m I T Z Lf N A R C IH I T E C T S 1650 Fallridge Road C-1 Vail, CO 81657 vailarchitecLs.com f.(970) 476-4901 ' 1 4' -51/2" 1 1 8'-2" 1 4` -51/2" 1 Arm ffiq�JM � .1k E 2 '-41 /2" I 12' -41 /2" 17-C 1 0'.4$1 be 61.8" 6'-3" 6-1 1/2" 1/2" 15'- 10 1/2" DORMER 181'.3 1/4" 034SHED 181' -3 1 /4" 5515 55 HIGH SHED 176-10 11/16" LOW SHED lane #2 176-6 3/4" 176-6 3/4" 174 " - 81/16" LOW SHED 167'-4 3/8' c ? 7M 'eA 16371-1 4 4,V co 00 �4 % 49 % "T LOFT LEVEL 'A 152'-1" 1 1 10 6 18' -7 1 /2" 28' -8 1 /2" '1 a a a a AMIL SOUTH ELEVATION K54.01) 1/8'=V-0" 4 LOCATE VERT POSITION PER ARCH NEW HEADER - 'LOCATE PER ARCH �c FRAME C � I �11 3/16" =1' -0" A 4'-1 1/2" DORMER @ RIDGE �S�4.01 1/8" =1' -0" - =AM - HSS8x4 Town of Vail REVIEWE- D_ FOR CODE COMPLIANCE SIN I AIN I lubsillaff"Iffel an ry 1� i3 ca u < Lr ) U-i �Jo OC) z 0 U LLJ P 1. E R C ARCH ITECTS 1650 Fallridge Road C-1 Vail, CO 81657 vai larch itects. com Q970) 476-4901 p.(970) 476-6342 BUILDING SECTIONS 1 3 T-9' 1 7' -9 /2" ('I PRAMP A I 1 0 FRAMF R I C L FRAME C---- RIDGE BEAM - HSS8x4 X x 16 �(F A �A ) T124 wee XZ7011TIfJ0005 0 kA I W14 410 V �11GY3 P C P0 71 4 L IF P I all R C I go /x 4 t , Ze: Aj,�5v lo oorl 5*26 Or eo pvw ° N / mp 6 7 w ISSUE RECORD 1 3673 F R I TZ L IF P I E R C I ARCH I T E C T S 1650 Fallridge Road C-1 Vail, CO 81657 vailarchitects.com Q970) 476-4901 p.(970) 476-6342 ern DETAILS JVJU &b 0 vim �5:;5, T�j 1. GENERAL A. THESE NOTES SHALL SERVE AS THE SPECIFICATIONS FOR THE STRUCTURAL PORTION OF THE WORK. B. ARCHITECT'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS, C. CHECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL DRAWINGS. D. VERIFY OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH ARCHITECTURAL, MECHANICAL, CIVIL AND ELECTRICAL REQUIREMENTS. 2. GOVERNING BUILDING CODE: IBC 2009 3. LIVE LOADS USED IN DESIGN A. SEISMIC LOADS PER IBC 2009 1.) SEISMIC USE GROUP ..... ............................... I 2.) SPECTRAL RESPONSE ACCELERATIONS: a. SHORT PERIOD, Ss ........................... 0.289 b. ONE SECOND PERIOD, S1 ...................... 0,068 3.) SEISMIC SITE CLASS .... ............................... D 4.) SEISMIC DESIGN CATEGORY . ..............................B 5.) SEISMIC IMPORTANCE FACTOR, Ie ...................... 1.0 6.) SEISMIC RESPONSE MODIFICATION COEFFICIENT, R .......3.5 7.) DESIGN BASE SHEAR, ........................... 0.084 x W B. WIND PRESSURE PER IBC 2009 1.) BASIC WIND SPEED (3 SEC GUST) ................... 90 MPH 2.) WIND EXPOSURE CATEGORY ............................... B 3.) WIND DIRECTIONALITY FACTOR, Kd .....................0.85 4.) WIND TOPOGRAPHIC FACTOR, Kzt ........................1.0 5.) WIND IMPORTANCE FACTOR, Iw ......................... 1.0 C. ROOF 1.) GROUND SNOW LOAD, Pg ........................... 143 PSF 2.) SNOW EXPOSURE FACTOR, Ce ........................... 1.0 3.) SNOW THERMAL FACTOR, Ct ....................... ....1.0 4.) SNOW IMPORTANCE FACTOR, Is ......................... 1.0 5.) MINIMUM FLAT ROOF SNOW LOAD, Pf.. 100 PSF (NOT REDUCED) D. RESIDENCE ............. ............................... 40 PSF 4. STRUCTURAL STABILITY DURING CONSTRUCTION A. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS. C. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL COMPLETED STRUCTURE. D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES AS MANDATED BY FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. THE CONTRACTOR SHALL EMPLOY A "COMPETENT PERSON" AS DEFINED IN OSHA REGULATIONS TO IDENTIFY SAFETY ISSUES. THE CONTRACTOR SHALL EMPLOY A "QUALIFIED PERSON" AS DEFINED IN OSHA REGULATIONS TO SPECIFY THE RESOLUTION OF SAFETY ISSUES. 5. SUBMITTALS A. FURNISH TWO SETS OF SHOP AND ERECTION DRAWINGS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMIT IN A TIMELY MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY STRUCTURAL ENGINEER. B. GENERAL AND SUB - CONTRACTOR NOTES: 1.) THE GENERAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS PRIOR TO SUBMITTAL FOR REVIEW BY THE STRUCTURAL ENGINEER IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 2.) THE STRUCTURAL DRAWINGS SHALL NOT BE USED AS BACKGROUNDS FOR SHOP OR ERECTION DRAWINGS. DRAWINGS PREPARED IN THIS MANNER AND SUBMITTED FOR REVIEW TO THE STRUCTURAL ENGINEER WILL BE RETURNED REJECTED AND CONSIDERED AS NOT BEING IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS. 6. SPECIAL INSPECTIONS A. SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER TO' INSPECT THE WORK DURING CONSTRUCTION AS DEFINED AND REQUIRED BY IBC CHAPTER 17. SPECIAL INSPECTIONS SHALL BE MADE OF THE FOLLOWING STRUCTURAL WORK: 1.) 1704.3 STEEL CONSTRUCTION 7. STRUCTURAL STEEL A. STRUCTURAL STEEL: MINIMUM YIELD STRENGTH 50 KSI FOR WIDE FLANGES; 35 KSI (ASTM A53) FOR PIPES; 46 KSI FOR TUBES; 36 KSI ALL ELSE, UNLESS NOTED OTHERWISE. B. USE STANDARD FRAMED BEAM CONNECTIONS MEETING REQUIREMENTS OF "MANUAL OF STEEL CONSTRUCTION ", AISC 1989, WITH 3/4" MINIMUM DIAMETER A325 BOLTS (OR WELDED EQUIVALENT) UNLESS OTHERWISE NOTED. MINIMUM OF TWO (2) BOLTS PER CONNECTION. C. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. D. ALL GROOVE WELDS TO BE FULL PENETRATION UNLESS NOTED. E. WELDERS: HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. QUALIFICATION TESTS. F. SEE ARCHITECTURAL DRAWINGS FOR NAILER HOLES; ATTACHMENTS, ETC. G. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE AND WITH OSHA REGULATIONS, LATEST EDITIONS. 8. METAL DECK A. GENERAL ' 1.) DECK SHALL BE MANUFACTURED STEEL WITH A MINIMUM YIELD STRENGTH OF 33 KSI, 2.) DECK SHALL BEAR A MINIMUM OF 1 -1/2 INCHES AT SUPPORTS. 3.) DECK SUPPLIER IS NOT RESPONSIBLE FOR THE ADHESIVE ABILITY OF SPRAYED ON FIREPROOFING. 4.) ALL DECK SHALL BE GALVANIZED, PER MANUFACTURER'S RECOMMENDATION AND SPECIFICATIONS. 5.) DECK UNITS SHALL BE INSTALLED 3 SPAN MINIMUM CONTINUOUS OVER SUPPORTS WHEREVER POSSIBLE. B. FLOOR DECK: 1.) ATTACH FLOOR DECK TO STRUCTURE AND ADJACENT DECK PANELS PER DETAILS SHOWN ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. 2.) END OF DECK UNITS SHALL BE BUTTED; DO NOT STAGGER ENDS OF DECK UNITS. 3.) NON - COMPOSITE DECK BY OTHER MANUFACTURERS MAYBE SUPPLIED IN LIEU OF THAT SHOWN PROVIDED SECTION PROPERTIES, YIELD STRESS AND LOAD CARRYING CAPACITIES EQUAL OR EXCEED THOSE SPECIFIED AND IF APPROVED BY THE STRUCTURAL ENGINEER. ISSUE RECORD PLAN REVIEW 10/08/2010 J h- Uo � = N (ry_ N N U) Moir Q w -p ■ U W Lr) = m � O 00 o h 0 0 eJ z u O W < r z t 13673 �: m e e� e e ea ee ♦ ' vraL R P r ARCHITECTS 1650 Fallridge Road C -1 Vail, CO 81657 vailarchitects.com f.(970) 476 -4901 p.(970) 476 -6342 GENERALNOTES MECHANICAL SPECIFICATIONS: 1. GENERAL: a. FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES NECESSARY TO FURNISH, FABRICATE, DELIVER, STORE AND INSTALL ALL WORK NOTED ON THE DRAWINGS AND /OR SPECIFIED HEREIN. b. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE PLANS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE PORTIONS THAT ARE SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATIONS. 2. WORKMANSHIP: a. THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN -LIKE MANNER SATISFACTORY TO AND MEETING THE APPROVAL OF THE OWNER AND ARCHITECT. 3. MATERIALS: a. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE KIND, FREE FROM ALL DEFECTS AND OF THE MAKE AND QUALITY SPECIFIED. 4. SITE INSPECTION: a. CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS & EXACT NATURE OF THE WORK. b. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM. c. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE EXAMINATION. 5. CODES AND PERMITS: a. ALL MECHANICAL EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO THE 2009 INTERNATIONAL MECHANICAL CODE (IMC), 2009 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) AND ORDINANCES AS INTERPRETED BY THE TOWN OF VAIL BUILDING DEPARTMENT. b. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. c. COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT. 6. AS- GUILTS: a. CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS -BUILT DOCUMENTS WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT AND PRIOR TO FINAL ACCEPTANCE AND PAYMENT. 7. GUARANTEE: a. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER COMPLETION. 8. SUBMITTALS: a. CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW (SIX COPIES OF EACH). 9. COORDINATION: a. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. b. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE BEST ARRANGEMENT OF ALL DUCTS, PIPES, CONDUIT, ETC. 10. CUTTING AND PATCHING: a. ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE (NEW OR EXISTING) SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK. b. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. c. X -RAY SLABS PRIOR TO CORING. 11. CLEANUP: a. UPON COMPLETION OF THE WORK UNDER THIS SECTION, THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS, EQUIPMENT AND DEBRIS INCIDENTAL TO THIS WORK AND LEAVE THE PREMISES CLEAN AND ORDERLY. 12. DUCTWORK: a. DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE 2009 IMC AND SMACNA STANDARDS. b. DUCTWORK SHALL BE GALVANIZED STEEL GAUGES TO MEET SMACNA STANDARDS. DUCTWORK SIZES INDICATED ARE FREE CLEAR DIMENSIONS. c. ALL DUCT JOINTS SHALL BE SEALED AIR TIGHT WITH RCD CORP. # 6 MASTIC ADHESIVE WITH VERSA GRIP OR MESH. d. CLOTHES DRYER VENT EXHAUST DUCTWORK SHALL BE ALUMINUM. DUCTWORK SHALL NOT BE CONNECTED OR INSTALLED WITH SHEET METAL SCREWS OR OTHER FASTENERS THAT WILL OBSTRUCT THE EXHAUST FLOW. TERMINATE WITH A WALL CAP WITH A BACK DRAFT DAMPER. SCREENS ARE PROHIBITED. REFER TO SECTION 504 OF THE 2009 IMC FOR MAXIMUM DRYER EXHAUST DUCT LENGTHS. e. EACH MECHANICAL VENTILATION SYSTEM (SUPPLY AND /OR EXHAUST) SHALL BE EQUIPPED WITH A MEANS OF SHUT -OFF WHEN VENTILATION IS NOT REQUIRED, AND BACKDRAFT DAMPERS WHICH CAN BE CLOSED ON FAN SHUTDOWN SHALL BE PROVIDED FOR AIR INTAKES AND /OR DISCHARGES. f. CLEAN OUT ALL DUCTS PRIOR TO SUPPLY AND RETURN GRILLE INSTALLATION 13. REFRIGERANT PIPING: a. REFRIGERANT LINE SETS SHALL BE FURNISHED BY THE CONDENSING UNIT MANUFACTURER AND BE PRE - INSULATED. b. REFRIGERANT PIPING CONNECTIONS SHALL BE BRAZED WITH 15% SILL FLOSS. PURGE PIPING WITH NITROGEN WHILE BRAZING. c. PROVIDE HANGERS, SUPPORTS AND INSULATION SADDLES AS REQUIRED AND PER ANSI REQUIREMENTS. PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. d. REFRIGERANT PIPING INDICATED IS SCHEMATIC ONLY. SIZE PIPING AND DESIGN THE ACTUAL PIPING LAYOUT, INCLUDING OIL TRAPS, DOUBLE RISERS, SPECIALTIES, AND PIPE AND TUBE SIZES, TO ENSURE PROPER OPERATION AND COMPLIANCE WITH WARRANTIES OF CONNECTED EQUIPMENT. e. EVACUATE THE ENTIRE REFRIGERANT SYSTEM WITH A VACUUM PUMP TO A VACUUM OF 500 MICROMETER FOR A PERIOD OF 12 HOURS PRIOR TO CHARGING. 14. TEMPERATURE CONTROL DEVICES: a. THE HVAC SYSTEM SHALL BE PROVIDED WITH 7 -DAY PROGRAMMABLE AUTOMATIC SPACE TEMPERATURE CONTROL DEVICES (THERMOSTATS) AS SHOWN ON THE PLANS. THE THERMOSTATS SHALL BE CAPABLE OF SCHEDULING OCCUPANCIES AND PROVIDING SETBACK CAPABILITIES TO MAINTAIN ZONE SETPOINTS DOWN TO 55 °F OR UP TO 85 °F. b. CONTROLS SHALL BE CAPABLE OF OPERATING THE SYSTEM HEATING AND COOLING IN SEQUENCE AND SHALL BE ADJUSTED TO PROVIDE A DEADBAND OF AT LEAST 5 °F BETWEEN HEATING AND COOLING. c. THERMOSTATS SHALL HAVE NUMERIC SET POINTS IN °F, ADJUSTABLE SETPOINT STOPS AND SHALL BE MOUNTED AT 54" ABOVE FINISHED FLOOR ADJACENT TO THE ROOM'S LIGHT SWITCH. 15. BEFORE STARTING ANY WORK, THE CONTRACTOR FOR THIS SECTION OF THE WORK SHALL EXAMINE A COMPLETE SET OF DRAWINGS FOR ALL TRADES, INCLUDING ARCHITECTURAL, STRUCTURAL, HVAC, ELECTRICAL, FIRE PROTECTION AND PLUMBING. DIMENSIONS, SPACE REQUIREMENTS AND POINTS OF CONNECTION TO ALL EQUIPMENT SHALL BE VERIFIED, AND ANY MINOR ADJUSTMENTS NECESSARY TO AVOID CONFLICT WITH THE BUILDING STRUCTURE AND THE WORK OF THE OTHER TRADES SHALL BE MADE. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF ANY MAJOR CONFLICTS OCCUR. 16. COORDINATE LOCATIONS OF ALL ROOF AND EXTERIOR WALL OPENINGS WITH ALL RELEVANT TRADES, AND PROVIDE WATERTIGHT FLASHINGS WHEREVER PENETRATIONS OCCUR. EXACT LOCATIONS AND SIZES MAY BE DEPENDENT UPON EQUIPMENT SELECTIONS; COORDINATE SIZES AND LOCATIONS OF ALL OPENINGS WITH APPROPRIATE EQUIPMENT REQUIREMENTS. 17. PERMANENT ACCESS TO EQUIPMENT SHALL BE PROVIDED, AND A MINIMUM OF 30" CLEAR WORKING SPACE IN FRONT OF ACCESS PANELS TO THE COMPRESSOR, BLOWER ASSEMBLY AND AIR FILTER SECTION OF THE EQUIPMENT SHALL BE PROVIDED BY GENERAL CONTRACTOR. 18. ALL EQUIPMENT SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE WITH CODE APPROVED VIBRATION ISOLATORS. 19. EACH PIECE OF EQUIPMENT AND ALL SYSTEMS SHALL BE ADJUSTED AND RE- ADJUSTED TO INSURE PROPER FUNCTION OF ALL CONTROLS, MAINTENANCE OF TEMPERATURE, ADEQUACY OF FLOWS AND CAPACITIES, ELIMINATION OF NOISE AND VIBRATION, AND SHALL BE LEFT IN PROPER OPERATING CONDITION. 20. TEST & BALANCING: a. THE ENTIRE HEATING AND VENTILATING SYSTEM SHALL BE BALANCED BY AN INDEPENDENT CERTIFIED TEST AND BALANCE COMPANY. b. 5 COPIES OF THEIR BALANCE REPORTS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. c. ALL REQUIRED RE- SHEEVING AND ADJUSTING OF EQUIPMENT SHALL BE MADE BY THE TEST & BALANCE CONTRACTOR. d. ALL FINAL MEASURED CAPACITIES SHALL BE WITHIN 10 % OF THOSE INDICATED ON THE PLANS. 21. FINAL LOCATION OF GRILLES, REGISTERS & DIFFUSERS SHALL BE PER THE ARCHITECTURAL PLANS, ELEVATIONS OR AS PER FIELD REQUIREMENTS. 22. THE GENERAL CONTRACTOR SHALL FURNISH & INSTALL ALL OF THE REQUIRED ACCESS PANELS IN THE DRYWALL CEILINGS TO GAIN SERVICE ACCESS TO THE EQUIPMENT. EQUIPMENT WITH MANUFACTURER MANDATED SERVICE REQUIREMENTS INSTALLED WITHIN CRAWLSPACES MUST BE A MAXIMUM OF 20 FEET FROM AN ACCESS PANEL. 23. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION, OPERATION & MAINTENANCE MANUAL - S RECOMMENDATIONS ESPECIALLY FOR SERVICE CLEARANCES. 24. FILTERS: a. SHALL BE UL RATED AND APPROVED. b. PRESSURE DROPS SHALL NOT EXCEED .10" STATIC PRESSURE. 25. ELECTRICAL CONNECTIONS: a. UNLESS OTHERWISE INDICATED ALL MAGNETIC MOTOR STARTERS, THERMAL OVERLOADS, LOW VOLTAGE THERMOSTATS, CONTROL RELAYS, CONTROL TRANSFORMERS AND SOLENOID VALVES SHALL BY FURNISHED BY THE MECHANICAL CONTRACTOR. b. PROVIDE MOTORS AND EQUIPMENT FOR ONLY THOSE CURRENT CHARACTERISTICS INDICATED ON THE DRAWINGS. a IT IS THE INTENT OF THIS DIVISION TO REQUIRE A COMPLETE SYSTEM PER THE CONTRACT DOCUMENTS. d. COORDINATE ALL EQUIPMENT REQUIRING ELECTRICAL POWER, REGARDLESS OF VOLTAGE, WITH OTHER TRADES, SO THAT ALL SYSTEMS ARE COMPLETE AND OPERATIONAL. e. ALL THREE PHASE MOTORS SHALL BE PROVIDED WITH PHASE LOSS PROTECTION. f. ALL SINGLE AND THREE PHASE MOTORS, STARTERS AND DISCONNECTS PROVIDED BY MECHANICAL CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. ENERGY RECOVERY UNIT SCHEDULE OR EQUIVALEN UNIT MANUFACTURER & MODEL NO. SERVICE LOCATION SUPPLY FAN DATA EXHAUST FAN DATA WINTER SUMMER HEAT RECOVERY MODULE FILTER DATA ELECTRICAL DATA DIMENSIONS W V/ PH / Hz UNIT MANUFACTURER & BATH BATH CEILING CEILING 90 935 0.25 30.5 120/l/60 0.6 20.1 OPER. EF -2 W CFM ESP W CFM ESP OA SA CAP. OA SA CAP. TYPE a CORE TYPE to EFF. NO. TYPE SIZE (IN.) FLA V/ PH / Hz L(IN) WIN) H(IN) TAG MODEL NO. SERVICE LOCATION VV7• (LBS) REMARKS BUTTERFLY VALVE 2ND NO. IS DUCT DEPTH. PRESSURE REDUCING VALVE SECTION THRU ROUND DUCT DEFLECTION GRILLE (IN.) ARCH (IN.) EAT EAT (kBTU) EAT EAT (kBTU) STRAINER WNTR /SUM NATURAL GAS PRESSURE REGULATOR B TITUS - 23RL RETURN CEILING 25 STEEL CONSTRUCTION. SEE DRAWINGS FOR LOCATIONS, SIZES, AND SPECIFIED CFMS, ABOVE DEFLECTION GRILLE ARCH ..J AEC PROJECT #: 10049 DATE: ISSUE: 09 -10 -10 PERMIT 10 -08 - PERMIT REVISION Al ERV -1 RENEWARE BR70 LOFTS 94 70 0.25 - 70 0.25 -20 48 5 95 80 1 PLATE LOSSNAY 73/48 2 SPUN POLYESTER 7.5x1 0.5x1 miloo 1 of 2 120/l/60 27 18 11 45 PT CONTROLS HALLWAY EXHAUST FAN SCHEDULE O EQUIVALEN UNIT MANUFACTURER & MODEL NO. SERVICE LOCATION 'E TYPE TOTAL CFM FAN RPM ESP (IN) ELECTRICAL DATA NOISE LEVEL (SONES)' OPER. (LBS} REMARKS W V/ PH / Hz EF -1 PANASONIC FV 11VH2 BATH BATH CEILING CEILING 90 935 0.25 30.5 120/l/60 0.6 20.1 BACKDRAFT DAMPER, HEATER EF -2 PANASONIC FV -08VF2 BATH BATH CEILING CEILING 60 956 0.25 24.3 120/l/60 0.8 11.2 BACKDRAFT DAMPER EF -3 PANASONIC FV -08WQ1 BATH BATH WALL WALL 50 660 0.25 18.0 120/l/60 1.1 12.1 BACKDRAFT DAMPER AIR DEVICE SCHEDULE O EQUIVALEN HEATING WATER SUPPLY -HWR- HEATING WATER RETURN - CWS - CHILLED WATER SUPPLY -CWR- CHILLED WATER RETURN MAX SNOWMELT SUPPLY UNIT MANUFACTURER & USE MOUNTING STYLE FRAME FINISH SOUND REMARKS A TAG MODEL NO. PIPE RISER LOCATION PIPE DROP TYPE PIPE TAKEOFF (FROM BOTTOM OF MAIN) ---0 -- PIPE TAKEOFF (FROM TOP OF MAIN) --a PIP END CAP - PIPE CONTINUATION _ PIPE EXPANSION GUIDE ---{ 1-- LVL (NC) -�� PIPE ANCHOR FLEXIBLE PIPE CONNECTION -Cn33- 3/4" DOUBLE e COORD. W/ (D) DROP (R) RISE PLUG VALVE A TITUS - 272RL SUPPLY CEILING --f- - -}- 25 STEEL CONSTRUCTION. SEE DRAWINGS FOR LOCATIONS, SIZES, AND SPECIFIED CFMS. BUTTERFLY VALVE 2ND NO. IS DUCT DEPTH. PRESSURE REDUCING VALVE SECTION THRU ROUND DUCT DEFLECTION GRILLE -1,}- ARCH 3-WAY CONTROL VALVE 4 -WAY CONTROL VALVE -I al " --- DIFFERENTIAL BYPASS VALVE 3/4" 45 SINGLE STRAINER COORD. W/ NATURAL GAS PRESSURE REGULATOR B TITUS - 23RL RETURN CEILING 25 STEEL CONSTRUCTION. SEE DRAWINGS FOR LOCATIONS, SIZES, AND SPECIFIED CFMS, DEFLECTION GRILLE ARCH ..J MECHANICAL LEGEND -HWS- HEATING WATER SUPPLY -HWR- HEATING WATER RETURN - CWS - CHILLED WATER SUPPLY -CWR- CHILLED WATER RETURN -SMS- SNOWMELT SUPPLY -SMR- SNOWMELT RETURN -RFS- RADIANT FLOOR SUPPLY -RFR- RADIANT FLOOR RETURN -G- GAS -MPG- MEDIUM PRESSURE NATURAL GAS -O PIPE RISER -�+ PIPE DROP Z PIPE TAKEOFF (FROM BOTTOM OF MAIN) ---0 -- PIPE TAKEOFF (FROM TOP OF MAIN) --a PIP END CAP - PIPE CONTINUATION _ PIPE EXPANSION GUIDE ---{ 1-- PIPE UNION -�� PIPE ANCHOR FLEXIBLE PIPE CONNECTION -Cn33- PIPE EXPANSION JOINT e POINT OF NEW CONNECTION (D) DROP (R) RISE PLUG VALVE -- i- '1-- -- CHECK VALVE --�- BALL VALVE --f- BALANCING VALVE -}- FLOW REGULATOR VALVE � BUTTERFLY VALVE 2ND NO. IS DUCT DEPTH. PRESSURE REDUCING VALVE SECTION THRU ROUND DUCT -1,}- 2 -WAY CONTROL VALVE 3-WAY CONTROL VALVE 4 -WAY CONTROL VALVE -I al " --- DIFFERENTIAL BYPASS VALVE f-�} - STRAINER 4 4 NATURAL GAS PRESSURE REGULATOR AIR VENT NOTE: ALL SYMBOLS SHOWN ON LEGEND ARE NOT NECESSARILY USED. OA OUTDOOR AIR RA RETURN AIR SA SUPPLY AIR EA EXHAUST AIR RAD RETURN AIR DAMPER SAD SUPPLY AIR DAMPER SG SUPPLY GRILLE RG RETURN GRILLE TG TRANSFER GRILLE SD SUPPLY DIFFUSER RD RETURN DIFFUSER TD TRANSFER DIFFUSER _ O _IZ G) tC5 W D rn Iv THERMOSTAT Cu U v vo ° o0 C G} -C = SENSOR (CALL OUT ON DRAWINGS) CU �0� N 'C D c (U FIRE/SMOKE DAMPER OCR X FIRE DAMPER O CIO 0 MOTOR OPERATED DAMPER (MOD) MANUAL BALANCING DAMPER pm CHANGE OF ELEVATION (D) DROP (R) RISE t FLEXIBLE DUCT CONNECTION ( "I TURNING VANES IN 90° ELBOW DUCT SIZES ARE NET FREE AREA ? ?x? 1ST NO. IS DUCT WIDTH. 2ND NO. IS DUCT DEPTH. SECTION THRU ROUND DUCT SECTION THRU SUPPLY AIR DUCT SECTION THRU RETURN /EXHAUST AIR DUCT ® ROUND DUCT TURNDOWN PRESSURE - TEMP. TAP PRESSURE GAUGE -� THERMOMETER P.C. SUPPLY DUCT TURN DOWN ►� _ -i RETURN /EXHAUST DUCT TURN DOWN CFM SUPPLY REGISTER/DIFFUSER/LOUVER NECK SIZE AUTHORITY HAVING JURISDICTION CF --- RETURN REGISTER/DIFFUSER/LOUVER NECK SIZE N ' Co U) in d' C: Cy Oti CFM•O.A. OUTSIDE AIR REGISTER/DIFFUSER/LOUVER NECK SIZE 0 ON x O CF - � EXHAUST REGISTER/DIFFUSER/LOUVER NECK SIZE 1 -+-U�- CFM DOOR UNDERCUT PRESSURE - TEMP. TAP PRESSURE GAUGE -� THERMOMETER P.C. PLUMBING CONTRACTOR M.C. MECHANICAL CONTRACTOR E.C. ELECTRICAL CONTRACTOR A.H.J. AUTHORITY HAVING JURISDICTION (A) SECTION CUT LINE e (B) SHEET SHOWN ON C7 N T _ to r U 0l7 . o U 0 1 N ' Co U) in d' C: Cy Oti t 0 mo>d 0 ON x O _ vLL- . s V U3 C o ( J U r" O � Q N N (u 2 Cfl 00 tL� � 'd W � L u ; _ O _IZ G) tC5 W D rn Iv Cu U v vo ° o0 C G} -C = CU �0� N 'C D c (U OCR X O CIO 0 � rYfj2r,., r t V CY C ..J AEC PROJECT #: 10049 DATE: ISSUE: 09 -10 -10 PERMIT 10 -08 - PERMIT REVISION Al Drawn By: Checked By: EDR TOC HVAC LEGEND, SPECS & SCHEDULES SCALE 1/4" = 1' - 0 " miloo 1 of 2 p COPYRIGHT 2005 ARCHITECTURAL ENGINEERING CONSULTANTS. INC._ 1. ALL DUCTWORK DIMENSIONS ARE SHOWN INSIDE TO INSIDE. 2. ALL ROUND DUCT CONNECTIONS TO ROUND DUCTWORK SHALL BE CONICAL TEES. 3. ALL DUCTWORK SHALL BE RUN TIGHT TO UNDERSIDE OF STRUCTURE UNLESS OTHERWISE NOTED. 4. ALL DUCTWORK PASSING THROUGH FIRE -RATED ASSEMBLIES SHALL INCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE ASSEMBLY. 5. COORDINATE ALL ACCESS PANEL LOCATIONS WITH THE ARCHITECT. MAIN LEVEL HVAC PLAN PROVIDE A 6" WALL CAP FOR EACH TERMINATION. THE INTAKE SHALL BE T BELOW ALL EXHAUST TERMINATIONS. • -4 1 WTI 4 0 0 0 ky/A , IL ,/] 12-m U m SHEET DETAIL NOTES (D REMOVE AND REPLACE EXISTING EXHAUST FAN. RECONNECT EXISTING DUCTWORK TO THE NEW FAN. ROUTE 70 HOOD EXHAUST IN THE EXISTING SOFFIT IN BEDROOM 1. TERMINATE AT A 8" WALL CAP WITH A BACKDRAFT DAMPER. MAINTAIN 3' CLEARANCE TO OPERABLE WINDOWS. ROUTE 4" DRYER EXHAUST IN THE EXISTING SOFFIT IN BEDROOM 2. TOTAL EQUIVALENT DUCT LENGTH SHALL NOT EXCEED 35 FEET AS REQUIRED BY THE 2009 IMC SECTION 504.6.4. TERMINATE AT A 4" WALL CAP WITH A BACKDRAFT DAMPER. MAINTAIN 3' CLEARANCE TO OPERABLE WINDOWS AND COORDINATE WITH THE EXISTING GRILLE. EXHAUST HOOD FAN SHALL BE FACTORY PROGRAMMED TO PROVIDE A MAXIMUM EXHAUST OF 400 CFM AT 0.2" W.C. STATIC PRESSURE. INSTALL EF -3 IN WALL CENTERED ABOVE THE DOOR & CONNECT A 4" DUCT TO THE EXISTING EXHAUST DUCT. ENSURE BOTH FANS HAVE A BACKDRAFT DAMPER. PROVIDE AN ACCESS PANEL BELOW ERV -1 LARGE ENOUGH TO l I REMOVE THE UNIT. O N C0 T_ 00 � Cu O v `r' CU N 0 0 00 C: O . C r N , O � o _O o © Z3 E �vN X O (D O 'C7 0 u- . _._ Cu QJ. U > t(N N LO 06 m C'6 to (0 co R'S C: LU V 0 },d am ' m J =® W W 0 CU V O U ap O G7 .sv _0I 0 L) ���H Q x x 0 m 0 I•z � �rxr w • � G. �tvA (,1 �� w C i 4y fr��rr`x�+.tfrurrr.� d�i�r) do r� 0 0 C J AEC PROJECT #: 10049 DATE: ISSUE: 09 -10 -10 PERMIT 10 -0 8 PERMIT REVISION 1 Drawn By: Checked By: EDR. TOC HVAC PLANS SCALE 1/4" = 1' - '0 11 M2*0 2 of 2 COPYRIGHT 2005 ARCHITECTURAL ENGINEERING CONSULTANTS. INC. GENERAL NOTES: 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE STRUCTURAL ENGINEER. 2. ALL PIPING PASSING THROUGH FIRE -RATED ASSEMBLIES SHALL INCLUDE A FIRE -RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. 3. ALL PLUMBING PIPING SHOWN DASHED SHALL BE LOCATED BELOW THE FLOOR DECK. 4. ALL PIPING SHOWN BOLD ON DEMO PLANS SHALL BE REMOVED. E PLUMBING FIXTURE AND ALL ASSOCIATED PIPING TO REMAIN. REMOVE PLUMBING FIXTURE, DISCONNECT ALL PIPING, AND CAP FOR RECONNECTION. C� — CW — DOMESTIC COLD WATER --HW DOMESTIC HOT WATER _HWC DOMESTIC HOT WATER RECIRC. --W WASTE ABOVE GRADE - ---W WASTE BELOW GRADE —GW-- GREASE WASTE ABOVE GRADE --GW— GREASE WASTE BELOW GRADE —IW— INDIRECT WASTE —G— GAS — *MPG -- MEDIUM PRESSURE NATURAL GAS PIPE CONTINUATION VENT —C- -- CONDENSATE DRAIN Co CLEAN OUT 0 WCO WALL CLEAN OUT I I FCO FLOOR CLEAN OUT COTG CLEAN OUT TO GRADE (E) EXISTING (N) NEW VTR VENT THROUGH ROOF UTR UP THROUGH ROOF UP UP DN DOWN HB HOSE BIB —}+ FPHB FREEZE PROTECTED 2 -WAY CONTROL VALVE HOSE BIB PP PURGE PORT "1 FS FLOOR SINK DIFFERENTIAL BYPASS VALVE PIPE CAP E STRAINER PTRAP 0C IP INLINE PUMP m P.C. PLUMBING CONTRACTOR M.C. MECHANICAL CONTRACTOR E.C. ELECTRICAL CONTRACTOR A.H.J. AUTHORITY HAVING JURISDICTION --> PRESSURE -TEMP. TAP PRESSURE GAUGE --® THERMOMETER PL UMBING FIXTURE CONNECTI SCHEDU NOTE: ALL SYMBOLS SHOWN ON LEGEND MANUFACTURER & MODEL NO ARE NOT NECESSARILY USED. -----0 PIPE RISER ----n PIPE DROP REMARKS PIPE TAKEOFF (FROM BOTTOM OF MAIN) ---0— PIPE TAKEOFF (FROM TOP OF MAIN) — 3 PIP END CAP - ----Lj PIPE CONTINUATION _ PIPE EXPANSION GUIDE ---I I--- PIPE UNION X PIPE ANCHOR 3/4" FLEXIBLE PIPE CONNECTION —CaM— PIPE EXPANSION JOINT 2" POINT OF NEW CONNECTION —IjJh— PLUG VALVE CHECK VALVE --C— BALL VALVE -- Iv}- -- BALANCING VALVE —-- FLOW REGULATOR VALVE --{ \F— BUTTERFLY VALVE -j- PRESSURE REDUCING VALVE - 2 -WAY CONTROL VALVE - 3-WAY CONTROL VALVE 4-WAY CONTROL VALVE -- DIFFERENTIAL BYPASS VALVE STRAINER 1 4 4 NATURAL GAS PRESSURE REGULATOR E AIR VENT --> PRESSURE -TEMP. TAP PRESSURE GAUGE --® THERMOMETER PL UMBING FIXTURE CONNECTI SCHEDU UNIT TAG MANUFACTURER & MODEL NO DESCRIPTION WASTE VENT COLD WATER HOT WATER REMARKS L -1 PLUMBING FIXTURE SPECIFICATIONS & HARDWARE SELECTION TO BE BY THE INTERIOR DESIGNER FIXTURE ALLOWANCE NOT TO EXCEED THE ESTABLISHED BUDGET. LAVATORY 1 -1/2" 1 -1/2" 1/2" 1/2" � (u U C -0 a) u- ._. . vU KS -1 KITCHEN SINK 2" 1 -1/2" 3/4" 3/4" SH 1 SHOWER 2" 1 -1/2" 3/4 "' 3/4" BT -1 BATH TUB 2" 1 -1/2" 3/4" 3/4" DW -1 DISHWASHER 1 -1/2" - - 1/2" - N 04 � O '+ Z3 Ct3 O L_ N C O 00 Z O (� o b C C o r- O °'°�'tr°- CL O m ( M:= N x O � (u U C -0 a) u- ._. . vU Q N N • 06 2 06 00 tU CU � E V ❑(000 W >"t E =a _W tt5 W _ U rn Co � N F= O 00 X O Co O �,�({ xyyyrftt r irrrrxr'2r il µ 4g-} t, J 6" r � rr ' x �'+2urxu rrrtT'� } * ; � O /�E O O CY V C n :E AEC PROJECT #: 10049 DATE: ISSUE: 09 -10 -10 PERMIT 10 -08 -10 PERMIT REVISION 1 Drawn By: Checked By: EDR TOC PLUMBING DEMO PLANS SCALE 1/4 1 1 = 1 -0 11 Pi *0 1 of 2 0 COPYRIGHT 2m ARCHITECTURAL ENGINEERING CONSULTANTS. INC.— GENERAL NOTES: 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE STRUCTURAL ENGINEER. 2. ALL PIPING PASSING THROUGH FIRE -RATED ASSEMBLIES SHALL INCLUDE A FIRE -RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. SHEET DETAIL NOTES Q PLUMBING FIXTURE AND ALL ASSOCIATED PIPING SHALL REMAIN. EXTEND ALL PIPING FROM EXISTING KITCHEN SINK LOCATION AND RECONNECT TO KS -1. EXTEND ALL PIPING FROM THE EXISTING DISHWASHER LOCATION AND RECONNECT TO DW -1 . INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE DISHWASHER WASTE SHALL BE INSTALLED WITH AN APPROVED DISHWASHER AIRGAP FITTING AS SPECIFIED BY THE A COLORADO STATE BUILDING CODE AMMENDMENT TO IPC SECTION 802.1.6. �..j ROUTE Yz" CW FROM THE CW LINE SERVING THE EXISTING KITCHEN SINK TO THE REFRIGERATOR AND PROVIDE A SHUT OFF VALVE. ROUTE %" CW, %" HW, 2" W & 1 Yz" V TO SH -1 . ALL LINES SHALL CONNECT TO THE EXISTING PLUMBING SERVING THE BATH TUB. RECONNECT ALL PLUMBING LINES TO THE NEW FIXTURE. 1. GENERAL: a. FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES NECESSARY TO FURNISH, FABRICATE, DELIVER, STORE AND INSTALL ALL WORK NOTED ON THE DRAWINGS AND /OR SPECIFIED HEREIN. b. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE PLANS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE PORTIONS THAT ARE SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATIONS. 2. WORKMANSHIP: a. THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN -LIKE MANNER SATISFACTORY TO AND MEETING THE APPROVAL OF THE OWNER AND ARCHITECT. 3. MATERIALS: a. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE KIND, FREE FROM ALL DEFECTS AND OF THE MAKE AND QUALITY SPECIFIED. 4. SITE INSPECTION: a. CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS & EXACT NATURE OF THE WORK. b. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM. c. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE EXAMINATION, , 5. CODES AND PERMITS: a. ALL PLUMBING EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO THE 2009 INTERNATIONAL PLUMBING CODE (IPC), 2009 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) AND ORDINANCES AS INTERPRETED BY THE TOWN OF VAIL BUILDING DEPARTMENT. b. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. c. COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT. 6. AS- BUILTS: a. CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS -BUILT DOCUMENTS WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT AND PRIOR TO FINAL ACCEPTANCE AND PAYMENT. 7. GUARANTEE: a. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER COMPLETION. 8. SUBMITTALS: a. CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW (SIX COPIES OF EACH). 9. COORDINATION: a. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. b. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE BEST ARRANGEMENT OF ALL DUCTS, PIPES, CONDUIT, ETC. UPPER LEVEL PLUM SC ALE: i 25. ALL PLUMBING LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO THE GREATEST EXTENT POSSIBLE. ALL LINES NOT CONCEALED SHALL BE SECURED 6" OFF FLOOR AND 3/4" FROM WALL AND CEILINGS USING OFFSET BRACKETS. 26, AN APPROVED BACKFLOW PREVENTER SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY AND A SOURCE OF CONTAMINATION. 27. ALL SINGLE AND THREE PHASE MOTORS, STARTERS AND DISCONNECTS SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. 10. CUTTING AND PATCHING: a. ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE (NEW OR EXISTING) SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK. b. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. c. X -RAY SLABS PRIOR TO CORING. 11. CLEANUP: a. UPON COMPLETION OF THE WORK UNDER THIS SECTION, THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS, EQUIPMENT AND DEBRIS INCIDENTAL TO THIS WORK AND LEAVE THE PREMISES CLEAN AND ORDERLY. 12. PIPE INSULATION: a. DOMESTIC WATER PIPING INSULATION SHALL HAVE A THERMAL CONDUCTIVITY LESS THAN OR EQUAL TO 0.27 BTU- IN /HR- FT2 - °F. b. HOT & COLD WATER SUPPLY PIPING (EXCEPT RUN OUTS 12 FT. OR SHORTER TO INDIVIDUAL FIXTURES) SHALL BE INSULATED AS FOLLOWS: PIPE SIZE (IN.) INSULATION THICKNESS (IN.) 1/2", 3/4" & 1 " ill 1 1/4" THROUGH 6" 1 1/2" c. NO HOT OR COLD WATER PIPING SHALL BE ROUTED IN EXTERIOR WALLS UNLESS PROPERLY INSULATED. d. CONDENSATE PIPING SHALL BE INSULATED WITH 318" FOAM PLASTIC. 13. PIPING: a. WASTE, VENT AND STORM DRAIN PIPING: I. SHALL BE STANDARD WEIGHT CAST IRON HUB LESS TYPE. ii. UNDERGROUND PIPING CAN ALSO BE SCHEDULE 40 PVC. iii. VENT PIPING IN RETURN AIR CEILING PLENUMS SHALL BE ABS OR COPPER PIPING. b. WATER PIPING: I. SHALL BE TYPE "L" COPPER HARD DRAWN WITH WROUGHT COPPER FITTINGS. ii. JOINTS SHALL BE SOLDERED WITH 95 -5 OR SILVER SOLDER. iii. WATER PIPING 1 1/4" & SMALLER CAN ALSO BE WIRSBO ALTERNATEQUAPEX APR, REHAU RAUPEX OR EQUIVILANT- PROVIDE DEDUCT A PRICING. c. CONDENSATE PIPING SHALL BE TYPE "M" COPPER WITH SOLDER JOINTS. d. NATURAL GAS PIPING: L 2" AND SMALLER SHALL BE THREADED STANDARD WEIGHT SCHEDULE 40 BLACK STEEL PIPE WITH SCREWED MALLEABLE IRON FITTINGS. ii. PIPING 2 1/2" AND LARGER SHALL BE WELDED. iii. ALL OUTDOOR EXPOSED PIPING SHALL BE PAINTED WITH OUTDOOR ENAMEL. iv. REGULATOR VENTING SHALL BE NO LONGER THAN MANUFACTURER'S RECOMMENDATION, ALUMINUM, VENTED TO THE OUTDOORS, AND A MINIMUM OF 3' FROM ANY OPENING INTO BUILDING AND 6" FROM ANY MECHANICAL INTAKE AND V FROM ANY ELECTRICAL EQUIPMENT. 14. EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN TEN FEET FROM ANY MECHANICAL INTAKE AND AT LEAST THREE FEET FROM ANY OPENING INTO THE BUILDING. 15, CLEAN -OUTS SHALL BE INSTALLED AS PER 2009 IPC SECTION 708. 16. PROVIDE WATERTIGHT FLASHING WHEREVER PIPES PASS THRU EXTERIOR WALLS, ROOF AND FLOORS. 17. PENETRATION IN WALLS REQUIRING PROTECTED OPENINGS SHALL BE FIRE - STOPPED. FIRE - STOPPING SHALL BE AN APPROVED MATERIAL SECURELY INSTALLED AND CAPABLE OF MAINTAINING ITS INTEGRITY WHEN SUBJECTED TO TEST TEMPERATURE FOR SPECIFIC WALL OR PARTITION. 18. PROVIDE FELT WITH METAL BACKING VIBRATION ISOLATION SLEEVES OR PADS AT ALL PIPE HANGERS OR SUPPORTS AND ALL POINTS WHERE PIPING COMES IN CONTACT WITH ANY PORTION OF THE STRUCTURE. APPLIES TO ALL WATER AND WASTE PIPING. 19. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UTILITIES PRIOR TO STARTING WORK OF THIS SECTION. MAKE REQUIRED ADJUSTMENTS TO CONNECT TO EXISTING UTILITIES. IF INDICATED POINTS OF CONNECTION CANNOT BE MADE TO UTILITIES AS FOUND, THE CONTRACTOR SHALL, BEFORE CONTINUING, NOTIFY THE ARCHITECT PRIOR TO INSTALLING ANY WORK WHICH MAY BE AFFECTED. 20. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY AVAILABLE SPACES FOR INSTALLING THE WORK. AND SHALL PROVIDE THREE COPIES OF MAINTENANCE AND OPERATING MANUALS TO THE OWNER/OPERATOR, Code, 24. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL UTILITY METERS AND UTILITY CONNECTIONS. CD N CO 00 (( O��N 0000 (I3 N�d N I�- O znO > o C -p (1) LL .CU o > Q N N .� g � Cb CU D � W w >,-,t I' O CU W = rn „"? V CO O O x X O C0 O 0_ v 4 rll r7~ 43 O CJ CY) C) C AEC PROJECT* 10049 DATE: ISSUE: 09 -10 -10 PERMIT 10 - -10 PERMIT REVISION Al Drawn By: Checked By: EDR. TOC PLUMBING I - A PLANS M Am SCALE 1/4" = 1 P2 40 0 2 of 2 © COPYRIGHT 2005 ARCHITECTURAL ENGINEERING CONSULTANTS. INC._'' • -i LANDMARK 1 REMODEL PROJECTM 10049 • i - S r ii C ONDO • i VOLTAGE: ' D 120/208V, 3P, 4W 1• MLO 1 Aa RECESSED FLUOR. LIGHT FIXTURE A SURFACE FLUOR. LIGHT FIXTURE - AUTHORITY HAVING JURISDICTION FIXTURE DESIGNATIONS: - ALUMINUM UPPER CASE - FIXTURE TYPE - COPPER LOWER CASE - SWITCH DESIGNATION - ELECTRICAL CONTRACTOR EM - EMERGENCY EMP r - - • �� - ELECTRIC WATER COOLER ®�0�� - GENERAL CONTRACTOR GND - GROUND HORI AI( �HORIZQNf�AL LT INTERRUPTER - CONTRACTOR NIC ®r .. • - NIGHT LIGHT NTS - NOT TO SCALE PC - PLUMBING CONTRACTOR REF - REFERENCE UG - UNDERGROUND UTP UNSHIELDED TWISTED PAIR WP - WEATHER PROOF XFMR KITCHEN LIGHTS +18" - MOUNTING HEIGHT TO CENTERLINE CONDUIT STUB -UP - CAP & MARK OF DEVICE AFF OR AFG DISTRIBUTION EQUIPMENT SYMBOLS -` - DISCONNECT SWITCH -J` - FUSES CIRCUIT BREAKER -- CURRENT TRANSFORMER r••• _ ©_�T METER ® MAGNETIC MOTOR STARTER ®� DISCONNECT SWITCH © ®� n 1�_ QT r••i ki --I ii GROUND B CIRCUIT BREAKER +� MOTOR OUTLET ATS AUTOMATIC TRANSFER SWITCH • LOFT LIGHTS & REC LOFT III OR a IS 521-3 r • • ' 111 _�T ®�T�® 1 1 � w • / 1 �_�T ®� ©� 111 __ ' - r - 111 �T ®`LiT�__ ' 1 / 11Y_!� : • '�Y�i•�iil� • ` T ' • 111 � ® ®� ©�� ' 1 . • � • - ®�����' 111 � ®�T ®f�tii�: ® 1 ® ®� • ' 1 : ` I L ` • ' i•i'i1l7� 111 _ © © ®f�i�i�T__ ®_ - - - - -- - - -- i�_ 111 -. .•. R• .•� ®--- ®----------------- ------ - - CONVENTIONS ------------- - - - - -- I Ilk r w • r - ♦ • r • - 1/ • : r- •1 1: � 1+ ELECTRICAL SPECIFICATIONS WWeT=- • 1 SCOPE: Furnish all materials and labor required to execute this work as indicated on drawing and as specified, as necessary to complete the contract. Electrical work shall include, but not limited to, these major items: A. Complete wiring system for new lighting and power as shown, including new panelboards, new conduits, new wires, new wiring devices, new control devices, etc. for a complete lighting and and power system. a. Complete feeder(s) installation as required for new and /or electrical apparatus as shown on single line diagram and drawings. b. Complete branch circuit wiring required for the connection of emergency lighting and exit signs to existing emergency stand by power system. 2. Complete provision, installation and connection of lighting fixtures, exit signs and lamps as specified and as shown on drawings. 3. Fire alarm system will be by electrical contractor. 4. Complete connection of HVAC /Plumbing motor(s), water heater(s), equipment, etc. furnish by mechanical - refer to both electrical and and mechanical drawing for scope and work and additinal infor- mation. 5. Provide grounding and bonding Facilities. 6. Complete all electrical demolition as required. 12. SHOP DRAWINGS AND SUBMITTAL: 13. 14. 7. Core drilling and patching of existing building structure required for electrical work. Care drilling shall follow Building Standard procedures and contractor shall have written approvals from building owner prior to start of any work. 15 8. Test of entire system and work. 9. Operating, Maintenance and identification instructions manuals, if 16. any. 10. PERMITS AND FEES: Obtain and pay for all necessary permits, inspec- tions, examinations and fees or charges necessary for execution and completion of electrical work. A. Contractor shall submit shop drawings for engineer review and approval. B. Shop drawing submittal shall include: I. Lighting fixtures. 2. Panelboard(s). CONDUIT AND WIRE: A. CONDUCTOR SIZES AND TYPES: Use only copper wire, 600 volt insulation, stranded in sizes #8 and larger, solid in sizes #10 and smaller. Control wiring shall be #14, stranded. In sizes #1 and smaller, use types TW, THHN or THW. In sizes larger than #1, use THW or XHHW. Use type THHN for wires entering or passing through fluorescent lighting fixtures. B. MC cable permitted per local codes. Run hard pipe from panel to local junction box, and run MC cable from juction box to device. ELECTRICAL DEVICES A. Convenience receptacles will be 20 amp, commercial grade decora style. Finish per owner or architect. All dwelling unit receptacles to be tamper - resistant per NEC 406.11. B. Light switches will be 20 amp, commercial grade, decora style. Finish per owner or architect. C. Dimming switches will be a minimum of 60OW or as noted. Provide decora style, finish per owner or architect. D. All mounting heights will conform to ADA guidelines. Typical receptacle heights will be +18 "AFF and switch heights will be +46 "AFF unless noted otherwise. E. Provide GFI type receptacles at kitchens, bathrooms, garages, exterior etc. as required by code. SUPPORT A, Support all electrical equipment independent of accessible ceilings as required by NEC. ELECTRICAL BOXES A. At fire rated wall, space electrical boxes at opposite sides of the wall no less than 24" horizontal distance. B. When phone, TV & power receptacles are shown on plan next to each other. Locate respective receptacles next to each other on site with no more than V separating cover plates. 11. REGULATIONS AND CODES: A. Applicable codes: National Electric Code (2008) Conform to the prevailing edition and amendments thereto of the Town of Vail Electrical Code, pertinent NFPA publications and to the requirements of Federal, State or other City agencies having jurisdiction. THE ELECTRICAL CONTRACTOR WILL PROVIDE A WALK THROUGH WITH THE OWNER /ARCHITECT PRIOR TO FINAL ROUGHIN AS FOLLOWS: • CONFIRM ALL LOCATIONS FOR LIGHT SWITCHES; ADD THREE WAYS IF FOUND NECESSARY. • REVIEW RECEPTACLE LOCATIONS; MOVE AS REQUIRED. PROVIDE UNIT PRICING IF ADDITIONAL RECEPTACLES ARE REQUIRED. + REVIEW RECEPTACLE LOCATIONS AT COUNTERS AND CONFIRM IF THOSE RECEPTACLES SHOULD BE ABOVE COUNTER OR BELOW. MOVE AS REQUIRED. IN GENERAL CONFIRM POWER AND LIGHTING REQUIREMENTS. THE ELECTRICIAN SHOULD BE PREPARED TO REWORK SOME DEVICE LOCATIONS. SIGNIFICANT REWORK SHOULD BE FLAGGED AND UNIT PRICING PROVIDED AND WRITTEN AUTHORIZATION FOR ADDITIONAL COSTS APPROVED PRIOR TO PROCEEDING. TYPICAL 8'0" CEILING ELECTRICAL LEGEND (NOT ALL SYMBOLS REQUIRED FOR THIS PROJECT) 0 ■ MAIN CIRCUIT BREAKER & r1% BRANCH CIRCUIT BREAKERS MAXIMUM MOUNTING HEIGHT IS 48 ", MINIMUM IS 18 ". cl- 00 REPLACE EXISTING ZINSCO SANEL WITH NEW PER PANEL 000 3CHEDULE 9 v 00 (0 tt ►► iU T FINISHED FLOOR PARTIAL EXISTING CONDOS METERBANK 1600A, 120/208V, 3P, 4W IN /3P, 4W OUT & 1 P, 3W OUT 65kAIC ONE-LINE DIAGRAM NOT TO SCALE TYPICAL DEVICE MOUNTING HEIGHTS NOT TO SCALE NOTES: 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX UNLESS NOTED OTHERWISE. 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS AND NOTED ON ELECTRICAL FLOOR PLANS SHALL GOVERN OVER THOSE SHOWN ABOVE. 4. FOR CEILING HEIGHTS HIGHER THAN 72", INSTALL FIRE ALARM NOTIFICATION AUDIO AND VISUAL APPLIANCES AT 80 "AFF OTHERWISE INSTALL AT 6" BELOW CEILING. 5. MOUNTING HEIGHTS PER IBC 2003 AND ADA CODES O RECESSED OR SURFACE DOWNLIGHT ABOVE COUNTER WALL MOUNTED LIGHT FIXTURE Aa RECESSED FLUOR. LIGHT FIXTURE A SURFACE FLUOR. LIGHT FIXTURE - AUTHORITY HAVING JURISDICTION FIXTURE DESIGNATIONS: - ALUMINUM UPPER CASE - FIXTURE TYPE - COPPER LOWER CASE - SWITCH DESIGNATION ABBREVIATIONS AC ABOVE COUNTER AFF ABOVE FINISHED FLOOR AFG -ABOVE FINISHED GRADE AHJ - AUTHORITY HAVING JURISDICTION AL - ALUMINUM CU - COPPER EC - ELECTRICAL CONTRACTOR EM - EMERGENCY EMP - ENERGY MANAGEMENT PANEL EWC - ELECTRIC WATER COOLER GC - GENERAL CONTRACTOR GND - GROUND HORI AI( �HORIZQNf�AL LT INTERRUPTER DUPLEX RECEPTACLE HALF- SWITCHED @ 18" UNLESS NOTED CONTRACTOR NIC - NOT IN CONTRACT NL - NIGHT LIGHT NTS - NOT TO SCALE PC - PLUMBING CONTRACTOR REF - REFERENCE UG - UNDERGROUND UTP UNSHIELDED TWISTED PAIR WP - WEATHER PROOF XFMR - TRANSFORMER +18" - MOUNTING HEIGHT TO CENTERLINE CONDUIT STUB -UP - CAP & MARK OF DEVICE AFF OR AFG DISTRIBUTION EQUIPMENT SYMBOLS -` - DISCONNECT SWITCH -J` - FUSES CIRCUIT BREAKER -- CURRENT TRANSFORMER /WA TRANSFORMER ED METER ® MAGNETIC MOTOR STARTER Eh DISCONNECT SWITCH Wk - `ir PANELBOARD OR LOAD CENTER, FLUSH OR SURFACE MOUNTED n SWITCHBOARD, MOTOR CONTROL CENTER OR DISTRIBUTION BOARD QT TRANSFORMER --I ii GROUND B CIRCUIT BREAKER +� MOTOR OUTLET ATS AUTOMATIC TRANSFER SWITCH ® SHADING ON FIXTURE INDICATES EMERG. BATTERY BACKUP I-- I FLUORESCENT STRIP FIXTURE �—I TRACK LIGHT AS NOTED OR SCHEDULED i3 WALL WASHER POLE - MOUNTED FIXTURE w CU • POST (BOLLARD) FIXTURE L�JJ STEP LIGHT ® CEILING OR WALL MOUNTED EXIT LIGHT .. EMERGENCY BATTERY LIGHTS • DUPLEX RECEPTACLE @ 18" UNLESS NOTED DOUBLE DUPLEX RECEPTACLE @ 18" UNLESS NOTED Q FLUSH FLOOR DUPLEX RECEPTACLE (� SPECIAL OUTLET AS NOTED DUPLEX RECEPTACLE HALF- SWITCHED @ 18" UNLESS NOTED • POP -UP RECEPTACLE ® TELE -POWER POLE I MULTI - OUTLET PLUG STRIP 0 JO a JUNCTION BOX IN FLOOR, CEILING OR IN WALL M ♦ COMPUTER/TELEPHONE OUTLET IN FLOOR OR WALL TELEVISION OUTLET 0N!iFw= TELEPHONE BACKBOARD • CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING 10 CIRCUIT HOMERUN - - - CONDUIT RUN BELOW FLOOR OR GRADE CONDUIT STUB -UP - CAP & MARK LIGHT SWITCH AT 46" UNLESS NOTED SUBSCRIPTS: 2 = 2 -POLE SWITCH 3 = 3 -WAY SWITCH .. .• • 4 = 4 -WAY SWITCH 1 MD = MOTION - OPERATED SWITCH K = KEY - OPERATED SWITCH • . TO = THERMAL OVERLOAD SWITCH P = SWITCH WITH PILOT LIGHT ® DIMMER SWITCH W/ WATTAGE n PUSHBUTTON CONTROL STATION PC PHOTOELECTRIC CELL I TS TIME SWITCH •• THERMOSTAT AT 60" UNLESS NOTED +� DIVISION 15 EQUIPMENT 0 FOOD SERVICE EQUIPMENT �m Coe {i 4t , i J. �•. Y -1 t i r ♦� :��A O tis AEC PROJECT #: 10049 DATE: ISSUE: 09 -10 -10 PERMIT 10 -08 - PERMIT REVISION 1 Drawn By: Checked By DCF SOH kr- ONE-LINE SCALE: NO SCALE I 11 1 of 3 COPYRIGHT 2005 ARCHITECTURAL ENGINEERING CONSULTANTS, • •• • • w CU • • .. .. • .. • • • • • • i 1 • 06 2 06 1 • � � 0 .. .• • 1 C o • • . (D C • .• • •• • • {i 4t , i J. �•. Y -1 t i r ♦� :��A O tis AEC PROJECT #: 10049 DATE: ISSUE: 09 -10 -10 PERMIT 10 -08 - PERMIT REVISION 1 Drawn By: Checked By DCF SOH kr- ONE-LINE SCALE: NO SCALE I 11 1 of 3 COPYRIGHT 2005 ARCHITECTURAL ENGINEERING CONSULTANTS, r � 1. ALL ELECTRICAL FIXTURES /DEVICES /EQUIPMENT ARE NEW EXCEPT THOSE SHOWN WITH THE FOLLOWING TAGS: 1.1. (E) - EXISTING, SHOWN FOR REFERENCE ONLY 1.2. RP - REPLACE DEVICE /EQUIPMENT IN EXISTING LOCATION. DEMO ALL EXISTING DEVICES NOT SHOWN ON THESE PLANS. "i 2. CONNECT NEW RECEPTACLES TO EXISTING LOCAL RECEPTACLE CIRCUITS IN SAME ROOM. ENSURE THAT THERE-ARE NO MORE THAN 10 DUPLEX RECEPTACLES PER 20A1 CIRCUI1 AND NO MORE THAN (8) DUPLEX RECEPTACLES PER 15A1 P CIRCUIT. REVIEW WITH ENGINEER IF ADDITIONAL CIRCUITS ARE RE UIRED. 1 3. CONNECT APPLIANCES TO EXISTING APPLIANCE CIRCUITS. CIRCUITS SHOWN ON FLOOR PLANS ARE NEW AND MARKED WITH "(N)" ON PANEL SCHEDULE. 4. REPLACE ALL EXPOSED OR PARTIALLY EXPOSED ROMEX WIRING. REPLACE WITH WIRING THAT MEETS TOWN CODE. COORDINATE EXTENT OF REWIRING WITH TOWN INSPECTOR. 5. PROVIDE CIRCUITING AS SHOWN ON PANEL SCHEDULE. REUSE EXISTING WIRING S FIELD CONDITIONS PERMIT. Al NICHE FOR TV NOT SHOWN. MOUNT POWER AND TV CONNECTIONS ON INSIDE OF SIDE WALLS OF NICHE. 1 2 RECEPTACLE AND TV CONNECTION IN A/V CLOSET. VERIFY MOUNTING HEIGHT WITH ARCHITECT PRIOR TO ROUGH -IN. PROVIDE 120V POWER TO TOWEL HEATER, LOCATE AT +56" AFF. PROVIDE THERMOFLOOR HEAT MAT OR EQUAL IN OUTLINED, SHADED AREA. 10 WATTS PER SQ. FOOT. CUT TO CONFIGURATION SHOWN. PROVIDE SHOP DRAWINGS FOR THERMOSTAT AND MAT FOR ARCHITECT AND ENGINEER REVIEW. PROVIDE SINGLE -GANG WALLBOX WHERE JBOX IS SHOWN WITH FACEPLATE FOR (2) HDMI CONNECTIONS. ROUTE HDMI CABLE TO AN CABINET - COORDINATE WITH OWNER/ARCHITECT. PROVIDE SIGNAL BOOSTER FOR HDMI CABLES PER MANUFACTURER'S INSTRUCTIONS. PROVIDE FLEXIBLE CABLE WHIP HERE FOR GFl RECEPTACLE TO BE INSTALLED IN BACK OF DRAWER. 7 PROVIDE POWER TO MOTORIZED SHADES AT UPPER LEVEL WINDOWS. REMOTE CONTROL OUTLETS TO BE LOCATED EITHER SIDE OF FIREPLACE. CONNECT TO LOCAL UNSWITCHED LIGHTING CIRCUIT. PROVIDE 208V, 30A, 2P CONTACTOR WITH 120V COIL FOR 3RD BASEBOARD. CONTACTOR ENCLOSURE SHALL BE ACCESSIBLE. REVIEW LOCATION WITH ARCHITECT. THIRD LIVING ROOM BASEBOARD SHALL BE POWERED VIA DIFFERENT CIRCUIT THAN OTHER (2) LIVING ROOM BASEBOARD HEATERS. TSTAT SHALL ACTIVATE CONTACTOR COIL AND CLOSE RELAY TO PROVIDE POWER TO THIRD BASEBOARD. g ELECTRIC BASE BOARD HEATING PROVIDED BY ELECTRICAL CONTRACTOR. N� 47 PROVIDE OIL FILLED BASEBOARDS LENGTH AS NOTED BY TAG. PROVIDE BERKO HBB SERIES, 208V 1P BASEBOARDS. PROVIDE REMOTE THERMOSTAT IN LOCATIONS SHOWN. PROVIDE SHOP DRAWINGS FOR THERMOSTAT AND BASEBOARD FOR ARCHITECT AND ENGINEER REVIEW. POWER FOR REMOTE 703 -18 .i PARTIAL 1 CONTROL SHADES - CIRCUIT TO LOCAL RECEPTACLE CIRCUIT. J (RP)„ 2 M Q� +1A TO � B B (RP) 4' 6' M J I' EF DEVICES TO BE INSTALLED AFTER GFI GFI 4 FURNITURE INSTALLATION. PROVIDE WHIPS FOR ALL THESE DEVICES FROM WALL THROUGH FLOOR AND UP AT THIS LOCATION. AC- 703 -18 L =.J n ci PARTIAL '°► , (RP) =�q I$ (RP) (Rp B T B 4' 4 ' Q� 0 8' +96 B 5 (RP 8 T7 J a� (RP) (RP 1 _ a �(RP) PROVIDE RECESSED DEVICES FOR WALL MOUNTED TV. r r SCALE: 1/4" = 1'0" l # r MECHANICAL SCHEDULE TAG DESCRIPTION LOAD VOLTAGE PHASE WIRE SIZE (CU) CONNECTION CIRCUIT BREAKER REMARKS • • THERMAL EF -1 EXHAUTFAN /HEATER #1 _ 1550W 120 1 (2 #12, 1 #12G)1/2 "C OVERLOAD 20A1P _ . _ _ _ _ _ • • SWITCH 0 1 + � • .► O lt J C: THERMAL t EF -2,3 EXHAUT FANS #2 & 3 < 30W 120 1 (2 #12, 1 #12G)1/2 "C OVERLOAD 20A1P s • SWITCH m 0 • • THERMAL ERV -1 ENERGY RECOVERY UNIT 94 W 120 1 (2 #12,1 #12G)1/2 "C OVERLOAD 20A1P 0 • SWITCH To wn of Vail REVIEWED FOR CODE CO Date - 0 NN 1W nlk�i SCALE: 1/4" = 1'0" Y AEC PROJECT #: 10049 DATE: ISSUE: 09 -10 -10 PERMIT 10 - -10 PERMIT REVISION 1 Drawn By: Checked By: DCF SOH I SCALE: 1/4" = 1' - 4 " I= 2 of 3 D COPYRIGHT 2m ARCHITECTURAL ENGINEERING CONSULTANTS, • •s • • . • .. • + .• • t • • > • I Z- r • • • Cu • 0 1 + � • .► O lt J C: U-) 06 2 •..• t + i • •• , a • s • CO • 4E • m 0 • • CO .. • 0 • Y AEC PROJECT #: 10049 DATE: ISSUE: 09 -10 -10 PERMIT 10 - -10 PERMIT REVISION 1 Drawn By: Checked By: DCF SOH I SCALE: 1/4" = 1' - 4 " I= 2 of 3 D COPYRIGHT 2m ARCHITECTURAL ENGINEERING CONSULTANTS, 1. ALL LIGHTING SHOWN IS NEW. EXISTING LIGHTING TO REMAIN IN AREAS SHOWN WITHOUT LIGHTS. 2. CIRCUIT NEW LIGHTS SHOWN TO EXISTING LIGHTING CIRCUITS. VERIFY Al CIRCUITS ARE NOT OVERLOADED. LIGHTING IS SHOWN FOR CIRCUITING ONLY. REFERENCE ARCHITECTURAL RCP'S FOR EXACT FIXTURE LOCATIONS, QUANTITIES, AND SPECIFICATIONS. 3. SWITCHES SHOWN WITHOUT CONNECTIONS ON THE LIGHTING PLAN ARE SHOWN FOR REFERENCE TO LOCATION ONLY. TAGS ON SWITCHES DESIGNATE THE FOLLOWING: 3.1. REC - SWITCH TO SWITCHED RECEPTACLE. REFERENCE POWER PLANS. 3.2. EF - SWITCH TO EXHAUST FAN. REFERENCE POWER PLANS. NORTH U P LAN_ - N M M f I L F A I A SCALE: 1/4" = 1'0" NN lw2ki X44 # � S � r y M- Y f{� # 11t tty� LIGHTING SCALE: 1 /4 = 11-0 1 AEC PROJECT M 10049 DATE: ISSUE: 09 -10 -10 PERMIT 10 -08 -10 PERMIT REVISION 1 Drawn By: Checked By: DCF SOH E3.0 3 of 3 :0 COPYRIGHT 2005 ARCHITECTURAL ENGINEERING CONSULTANTS, +r • •• • • • • • • •• • .• 0 • • > .. * • i � • i • Cu f 1 6 40 '' •..• 0 1 ! Cu • •• ti 1 + C •• • i C• • • 1 , •• •• • co 0 1 X44 # � S � r y M- Y f{� # 11t tty� LIGHTING SCALE: 1 /4 = 11-0 1 AEC PROJECT M 10049 DATE: ISSUE: 09 -10 -10 PERMIT 10 -08 -10 PERMIT REVISION 1 Drawn By: Checked By: DCF SOH E3.0 3 of 3 :0 COPYRIGHT 2005 ARCHITECTURAL ENGINEERING CONSULTANTS,