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HomeMy WebLinkAboutB05-0016 Plans (volume 1 waterproofing WP101-WP8)OS V 1771 i I j A � if t i / / BELOW GRADE RAMP TO PARKING / STRUCTURE - RE: BLIND SIDE WATERPROOFING DETAIL ON SHEETS WP5 AND WP6 a \ O \ d \ o " " " 1 � 1 I 1 j 1 t i i i I BELOW GRADE PARKING STRUCTURE RE: FOUNDATION WATERPROOFING DETAIL ON SHEET WP2 i i Z- -- - - -- — - - -__ - -__ i I i I I I I BELOW GRADE TUNNEL I { RE: WATERPROOFING DETAIL I I ON SHEET WP7 1 I ! I I I i I i FIRST LEVEL REFERENCE PLAN -- LEVEL +28 1/16" = V -0" EXISTING LIONSNEAD CENTER { I � I I i f t � I i I OWNER /DEVEE.OPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 Denver, Colorado MASTER PI INNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEWYORK � I STRUCTURAL ENGINEER MONROE n NEWFLI_ ENGINE:FRS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUKA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC., VAIL, COLORADO IN'PERIOR DESIGN WEER DESIGNS EDWARDS, COLORADO I i PROJECT NUMBER: 20826.01 ISSUE REVIS DATE 001 SD 01.23.04 002 DD PROD. 1 04.12.04 I 003 DD FROG. 2 05.21.04 1 004 PRICING PING. 06.21.04 005 CD FROG. 1 01.14.05 006 PERMIT /BID 02.15.05 i C D B a � I I rnt in N { PROJECT KEYPLAN I' wp 10 FIRST LILEVEL WATERPROOFING REFERENCE PEA I (n 2004 A240 ARCHITECTURE, INC. j 1 \ T O \1'NER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OFRECORD VA4ZA42 Denver, Colorado MASTER PLANNER 8: DESIGN ARCHITECT HART I HOWERTON NEC YORK, NEW YORK RE: SHEET WP4 FOR WATERPROOFING DETAILS AT TERRACES AND DECKS TYP AT ALL ABOVE -GRADE LEVELS STRUCTURAL ENGINEER MONROL' R NEG'ELL ENGINEERS, INC. AVON, COLORADO ;r£EP ENGINEERS CATOR, RUNG\ AND ASSOCIATES, CO. DENVER, COI.ORADO CIVIL ENGINEER ALPINE ENGINL'ERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIT ER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD FROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERIMIT /BID 02.15.05 RE: SHEET WP4 FOR WATERPROOFING DETAILS AT TERRACES AND DECKS TYP AT ALL ABOVE -GRADE LEVELS ra<+IrC N PROJECT KEYPLAN SECOND LEVEL WATERPROOFING REFERENCE PLAN — c B CA 1@ 2004 4240 ARCHITECTURE, h,C. j OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE &- NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RliVLI AND ,ASSOCIATES. CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. V AIL, COLORADO IN'T'ERIOR DESIGN CI IFER, DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD FROG. 1 01.14.05 006 PEIUMIT /BID 02.15.05 -, q':< - I N PROJECT KEYPLAN FOURTH LEVEL WATERPROOFING REFERENCE PLA i k!iyAlq m l � "!1 1 \L. JI ILLI YY1 - I vr\ 1T —«-v I vv� III DETAILS AT TERRACES AND DECKS TYP AT ALL ABOVE -GRADE LEVELS 1 I a f � f f i OW`N1 LR /DEVLLOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 Denver, Colorado I MASTER PLANNER & DESIGN ARCHITECT HART I HOWERTON NEW YORK, NE \C' YORK STRUCTURAL ENGINEER MONROE & NEW 'LLL ENGINEERS, INC AVON, COLOR ADO MEP ENGINEERS CATOR, RUNLA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SL 1FER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD FROG. 1 04.12.04 003 DD FROG. 2 05.21.04 004 PRICING PING. 06.21.04 005 CD PROD. 1 01.14.05 006 PERMIT /BID 02.15.05 3 C B A I m'pc! 1 PROJECT KEYPLAN it SIXTH LEVEL WATERPROOFING REFERENCE PLAT WP IUD I � D I B A J I N PROJECT KEYPLAN (! II TYPICAL . WATERPROOFING DETAILS wi P INTERIOR CORNER REiN> 0 li T51DE CORNER REIi`ORCEME 5TEP , I ` � � 1 � J J J J STEP 2 STEP 2 1 J � J � J STEP 3 COMPLETELY ENCAPSULATE ALL EXPOSED REINFORCING STEP 3 COMPLETELY ENCAPSULATE ALL EXPOSED REINFORCING WITH WITH A TOP COATING OF HOT- APPLIED MONOLITHIC A TOP COATING OF HOT APPLIED MONOLITHIC MEMBRANE. MEMBRANE. NO REINFORCING SHOULD BE LEFT EXPOSED NO REINFORCING SHOULD BE LEFT EXP05ED OVERNIGHT. OVERNIGHT. N X K �No G TY�P CAL CORNER REINFORCING DETAIL D SCALE cA LE No SCALE No UNCURED EMBEDDED SHEET REINFORCING HOT- APPLIED, FABRIC REINFORCED MONOLITHIC W.P. MEMBRANE WITH CAP SHEET AND PROTECTION BOARD. RE: SPEC SECTION 075 10 DRAINAGE MAT F t 4 "MIN. E' -, i I i i lr rrrn �rn� r < f' -J <_7 CONDU OR PIPE L PIPE/V GREATER THAN OR � �- THAN " 0�� �r EQUAL To O NOTES: 50ME PIPE MATERIALS (COPPER, BRASS) MAY REQUIRE ROUGHENING /SANDING, IN ADDITION TO PRIMING W /5URFACE CONDITIONER, FOR PROPER ADHE51ON OF MMG 1 25. METAL PIPES MUST BE FREE OF ALL OIL AND RUST. X SCALE J x ('� CONDUIT PIPE PENE DETAIL N O SCALE S NO SCALE v No SCALE HOT - APPLIED, FABRIC REINFORCED MONOLITHIC W.P. MEMBRANE WITH CAP SHEET AND PROTECTION BOARD. RE: HOT - APPLIED, FABRIC REINFORCED SPEC SECTION 075 10 UNCURED MONOLITHIC W.P. MEMBRANE EMBEDDED SHEET 3 PLANTER OR CURB WITH CAP SHEET AND PROTECTION 1 5/16" SNOWMELT SUPPLY & REINFORCING BOARD. RE: SPEC SECTION MIN. RETURN (SEE NOTES 1&2) ' 07510 TYP. PIPE PIPE STAINLESS STEEL BAND CLAMP 3 EXTEND WATERPROOFING FLEX -FLASH UN (SEE NOTE #3) - - V MEMBRANE OVER 2 1 NEW 2" HIGH CONC. CURB. CLEAN CLR. J " = CONSTRUCTION JOINT & ROUGHEN TOP OF CONC. SLAB ' PRIOR TO PLACEMENT FOUNDATION WALL TO I f FOOTING DECK HORIZONTAL WATERPROOFING MEMBRANE (SEE NOTE 4) J PROTECTION REINFORCEMENT STRUCTURAL AND CONSTRUCTION JOINTS <; DETAIL WATERPROOFING ' NOT REQUIRED AT SHRINKAGE CRACKS AT ALL CHANGES- MEMBRANE AROUND REBAR ROUGH CONCRETE > 1/1 G" < 114" IN IN -PLANE OR CRACKS UP TO WIDTH y 'REBAR FOR PLANTER WALL i WALL/ CURB TO DECK UNCURED UNCURED EMBEDDED SHEET EMBEDDED SHEET ( C.I.P. CONC. SLAB REINFORCING " REINFORCING FIRE -RATED CAULKING MATERIAL SIB TO HALL NOTES: 1. PIPES SHALL BE COPPER. POLYETHYLENE TUBING SHALL NOT ., BE USED FOR PENETRATION. 2, MAX. OPERATING TEMP. = 1357; MAX. TEMP. ALL CONDITIONS 180'17. 3, REFER TO AMERICAN HYDROTECH DETAIL W-813 FOR ADDITIONAL INFORMATION. 4. OTHER LAYERS OF HORIZONTAL WPM SYSTEM NOT SHOW FOR CLARITY. SEE TYPICAL TYPICAL DETAILS SHEET A501. ALL OTHER DETAILS OF HORIZONTAL & VERTICAL TRANSITIONS APPLY PER AMERICAN HYDROTECH DETAIL W -4. - EXPANSION JOINTS UP TO I " IN EXPANSION JOINTS I " TO 2" IN WIDTH AND MAX. 50% TOTAL WIDTH AND MAX. 50% TOTAL MOVEMENT ANTICIPATED MOVEMENT ANTICIPATED L X SCALE H E TYPICAL NOWVELT PENETRATI ON B TYPICAL WATERPROOFINTG DETAIL TYPICAL WATERP R O O F I� G D E T A I L No SALE No SCALE No SALE A No scALE I � D I B A J I N PROJECT KEYPLAN (! II TYPICAL . WATERPROOFING DETAILS wi P �— EXTEND MEMBRANE 3' MIN UP 5 FACE OF WALL — TYP CON T COUNTER FLASHING W/ EXTERIOR SHEATHING OVER MTL STUDS 2" VERT LEG TURNED UP AND SECURED TO FACE OF STUDS WEATHER BARRIER EXTENDED AND 2" VERT LEG TURNED 1 TO BASE OF WALL DOWN FACE OF BLDG SLAB I AND LAPPED OVER FLASHING STONE VENEER W/ WEEPS 81—LEVEL DRAIN W S.S. PERFORATED SECURE TO STUDS AND SET I @ 48' O.C. MIN — RE: ARCH / IN FULL BED OF SEALANT EXTENSION WRAP IN FILTER FABRIC AND (SHOWN W/ DASHED LINE) BACKER ROD & SEALANT SECONDARY CLAMPING COLLAR PER SPEC SECTION 07510 — RE: CIVIL STONE PAVERS OVER SAND BED FLEX FLASH UN & PLUMBING FOR SIZE AND LOCATION W/ SNOW MELT SYSTEM z STONE PAVERS OVER SAND BED BACKER ROD & SEALANT HYDRODRAIN DRAINAGE MAT ABOVE � AND BELOW 4" RIGID INSULATION ALIGN JOINT IN PAVERS W/ EDGE OF S d — W/ SNOW MELT SYSTEM — RE: CIVIL T STONE PAVERS SAWCUT STRUCTURE BELOW REVEAL AT DRAINS TO RECEIVE NP BACKER ROD & SEALANT FLEX FLASH UN 6125 MONOLITHIC MEMBRANE W/ ° HYDRODRAIN DRAINAGE MAT ABOVE FLEX FLASH F REINFORCEMENT FABRIC v � AND BELOW 4" RIGID INSULATION ° RIGID INSULATION HYDRODRAIN DRAINAGE MAT ABOVE & HYDROFLEX 30 CAP SHEET RE: ARCH & CIVIL AND BELOW 4" RIGID INSULATION / -- BONDED CONCRETE TOPPING SLAB RIGID INSULATION 6125 MONOLITHIC MEMBRANE W/ SLOPED TO DRAINS RE: STRUCT ° OMPACTED ROAD BASE RE: CIVIL FLEX FLASH F REINFORCEMENT FABRIC COMPACTED ROAD BASE RE: CIVIL Al ° ° : "a .... ;....`.:; :':.:: �": :" RE: ARCH & CIVIL & CIVIL v & HYDROFLEX 30 CAP SHEET HYDRODRAIN DRAINAGE MAT ABOVE : :. o T AND BELOW R INSULATION .. ,.;".'. W .... .. �. - a v 4 a 6125 MONOLITHIC MEMBRANE W/ a ° a v FLEX FLASH F REINFORCEMENT FABRIC a Ij _ H i m — d q & HYDROFLEX 30 CAP SHEET a ' .d v d FLEX FLASH UN d v. a a . a �.. a. e° I a a a ° a v ad 4 d a a s a EG ° v d v a a a d I v d I I CO NT 5 SHING W/ 2" H ORIZ L a SET IN FULL BED OF SEALANT a a d d a g .6" MIN 2" MIN v a d. v v a a ad a d o d (SHOWN W/ DASHED LINE) a a. a a d a a a d ,a d 4 a: v 6 A o a ( I I v Q ° ° 41 v & SECURED TO PLAZA TOPPING SLAB v ° v ° ° a s VERT LEG SHALL EXTEND TO TOP OF G v° v : v 4. d d. v v 4 a �a ° d BACKFILL v ° Q BLDG SLAB AND BE SECURED TO d ° FACE OF BLDG SLAB ^- TYP 4 ° ° ° ° ° ° a I I I I I I _ CONSTRUCTION JOINT d � v 4 v ° ° v ° ° ° ° 4 ° ° a BONDED CONC TOPPING SLAB a ° v d v D ° SLOPED TO DRAINS — RE: CIVIL ° v 4 v ° 4 ° v ° ° ROUT & SEAL & STRUCT ° a v a 4 v i — FLEX FLASH UN — EXTEND ° v 4 STRUCTURAL CONC SLAB v ° ° v ° d 6" MIN. BELOW CONST. JT. RE: STRUCT Q v ° ° a PRECAST CONCRETE ° ° v v ° FDN WALL PANELS BONDED CONCRETE TOPPING SLAB RE: STRUCT III- SLOPED TO DRAINS � RE: CIVIL ° STRUCT ° ° RIGID INSULATION HYDRO DRAINAGE MAT W/ & v Z ' a ° SAWCUT PERIMETER &CHIP OUT _ q HYDROFLEX 30 CAP SHEET a � CONC 1/2" DEEP AROUND PERIMETER OF DRAIN b ° d 6125 MONOLITHIC MEMBRANE a DRAIN PIPE — RE: CIVIL DWGS ° v FOR ROUTING AND SIZE d d F PLAZA W.P.M. TERMINATION AT NONE VENEER OF BLDG PLAZA W.P.Q. AT DRAFT �jl.A�T TOP OF PRECA T FDN WALL 0 PRECAST CONCRETE FDN WALL PANELS RE: STRUCT ° 6125 MONOLITHIC MEMBRANE v a HYDRO DRAINAGE MAT W/ a ° a HYDROFLEX 30 CAP SHEET a RIGID INSULATION 41 ° FLEX FLASH UN EXTEND a 4" MIN. ABOVE & BELOW Q ° a a 6125 MONOLITHIC MEMBRANE W/ a ° d _ a CONST. JT. Q FLEX FLASH F REINFORCEMENT FABRIC ° ° & HYDROFLEX 30 CAP SHEET Q a BACKER ROD & SEALANT ° a � ° a Q 4- BACKFILL a a Q � a � II Z Q Q ° — FLEX FLASH UN ° o 0 ° a BACKER ROD & SEALANT ° a o a o a ll ° ° a a Q ° 0 0 z Q ° 43 Q Q _ a N ° PRECAST CONCRETE FDN WALL PANELS Q ° Q ° a I RE: STRUCTURAL DWGS a a ° Is a a Q a _ ° HYDRO DRAINAGE MAT W/ ° a ° ° I — HYDROFLEX 30 CAP SHEET a a Q ° Q 1 a O I a a a a RIGID INSULATION Q a ° 00 a ° a O ° O 0 0 ° a OO 0 0 00 0 'I III IN 11 ► 0000 I I .III 11. 11� 11 I III .11 ETA . ,ICI III I� III III _ I �I.,,111_ III 111 111_ L— PERIMETER DRAIN IN FREE DRAINING GRAVEL & WRAPPED IN FILTER FABRIC — RE: CIVIL CONCRETE FOOTING RE: STRUCT E , _ W.P.Q. AT VERTICAL JOINT IN PRECAST FDN WALL „- A W.P *M9 AT BASE OF PRECAST FDN WALL j I0c 2004 4240 ARc,"HI EC'GRE !NC. OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY .AVON, COLORADO ARCHITECT OF RECORD 4 Denver, Colorado MASTER PLANNER R DESIGN ARCHITECT HART ( HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC; AVON, COLORADO 4ILP ENGINEERS CATOR, RU \L1 AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INI DESIGN SLIFER SIGNS L'M ARDS,COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD FROG. 2 05.21.04 004 PRICIING PKG. 06.21.04 005 CD FROG. 1 01.14.05 006 PERMI /BID 02.15.05 CAj' N PROJECT KEYPLAN II �T PLAZA WATERPROOFING D cTAl S rP 2 1 c 2004 =: 2 40 ARC -' T ECTU RE, hNC. I I OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OFRI-CORD 4 Denver, Colorado MASTER PL DESIGN ARCHITEM' HART I HOWERTON NEW YORK, NFW"t I ORK STRUCTURAL EN(;INLFR MONROE & NEW ELL ELL ENGINEERS, INC. AVON, COLORADO MEP ENGINEERS CATOR, RUNL\ AND ASSOCIXII: - S. CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO III TFRIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826,01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD FROG. 1 04.12.04 003 DD FROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD FROG. 1 STONE PAVERS OVER SAND BED 006 PE RINII /BID 02,15.05 W/ SNOW MELT SYSTEM - RE: CIVIL BACKER ROD & SEALANT PERIMETER CONC CURB OF SKATING RINK RE: STRUCT BACEKER ROD & SEALANT FLEX FLASH UN I I I 1 1, 1 it I I Ill 4 4 6125 MONOLITHIC MEMBRANE W/ 4 < 4 FLEX FLASH F REINFORCEMENT FABRIC 4 & HYDROFLEX 30 CAP SHEET zn 8 4 I 4 4 V4 4 < 4 4 4 4 4 4 4 �4 4 4 1 4 11111111 111Wwwwl Jim 4 4 .4, 41 4 < 1z . . . . . . . . . . . ...... .... ...... willifil 1 4 15 4 4 4 4 q < < Q � 1 4 < 4 � 4n I < 41 < 4 4 < 4 < DETAIL WATERPROOFING AROUND ALL PENETRATIONS 6125 MONOLITHIC MEMBRANE W/ FLEX FLASH F REINFORCEMENT FABRIC & HYDROFLEX 30 CAP SHEET F X X W.P.M. TERMINATION AT STUCCO WALL OF BLDG- PLAZA W.P.M. TERMINATION AT ICE RINK —= B V3 -- 3 = V-0 3 3 1 *-Ob EXTERIOR SHEATHING OVER MTL STUDS EXTEND MEMBRANE S MIN UP FACE OF WALL - TYP WEATHER BARRIER EXTENDED TO BASE OF WALL STONE VENEER W/ WEEPS EXTERIOR SHEATHING OVER MTL STUDS @ 48" O.C. MIN - RE: ARCH EXTEND MEMBRANE 3' MIN UP CONT COUNTER FLASHING W/ FACE OF WALL - TYP 2" VERT LEG TURNED UP AND WEATHER BARRIER EXTENDED ... SECURED TO FACE OF STUDS TO BASE OF WALL AND 2" VERT LEG TURNED ... DOWN FACE OF BLDG SLAB USE SHEET MEMBRANE TO STRIP AND LAPPED OVER FLASHING IN FLASHING, DRIP SCREED, AND SET IN FULL BED OF SEALANT FASTENERS (SHOWN W/ DASHED LINE) STUCCO FINISH W/ CONT DRIP SCREED - RE: ARCH STONE SILL SLOPED TO DRAIN CONT COPPER FLASHING W/ HEMMED -IS EDGE SET IN FULL BED OF SEALANT BACKER ROD & SEALANT STONE PAVERS OVER SAND BED 1 4 STONE PAVERS OVER SAND BED W/ SNOW MELT SYSTEM - RE. CIVIL ------------ W/ SNOW MELT SYSTEM - RE: CIVIL DR AINAGE MAT HYDRODRAIN DR HYDRODRAIN DRAINAGE MAT < 4 RIGID INSULATION RIGID INSULATION 4 RE: ARCH & CIVIL RE: ARCH CIVIL / —COMPACTED ROAD BASE - RE: CIVIL COMPACTED ROAD BASE - RE: CIVIL HYDRODRAIN DRAINAGE MAT HYDRODRAIN DRAINAGE MAT Z _ 4 4 4 -q lift [I 4 4 4 4 6125 MONOLITHIC MEMBRANE W/ 4 4 6125 MONOLITHIC MEMBRANE W/ FLEX FLASH F REINFORCEMENT FABRIC .4 FLEX FLASH F REINFORCEMENT FABRIC 4 4 & HYDROFLEX 30 CAP SHEET 4 & HYDROFLEX 30 CAP SHEET 4 44 --- - FLEX FLASH UN '4 4 4 4 FLEX FLASH UN 4 4 4 13 4 4 CONT FLASHING W/ 2" HORIZ LEG 17 4 CONT FLASHING W/ 2" HORIZ LEG SET IN FULL BED OF SEALANT 4 SET IN FULL BED OF SEALANT 4 (SHOWN W/ DASHED LINE) 4 (SHOWN W/ DASHED LINE) 41 & SECURED TO PLAZA TOPPING SLAB 4] & SECURED TO PLAZA TOPPING SLAB 4 4 VERT LEG SHALL EXTEND 2" MIN ABOVE 4 4 43 VERT LEG SHALL EXTEND TO TOP OF < BLDG SLAB AND BE SECURED TO 4 4 BLDG SLAB AND BE SECURED TO 4 MTL STUD FRAMING - TYP FACE OF SLAB ^- TYP BONDED CONC TOPPING SLAB 41 4 BONDED CONC TOPPING SLAB SLOPED TO DRAINS - RE: CIVIL SLOPED TO DRAINS - RE: CIVIL < & STRUCT < 4 & STRUCT STRUCTURAL CONIC SLAB STRUCTURAL CONIC SLAB 4 RE: STRUCT RE STRUCT - p PLAZA W.P.M. AT STORE FRO NT---BASE (C PLAZA W.P.M. AT STOREFRONT BM )'n A X 3"= V-0" 3"= 1'- 0" 3"= 1' -0" 1 c 2004 =: 2 40 ARC -' T ECTU RE, hNC. I I OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OFRI-CORD 4 Denver, Colorado MASTER PL DESIGN ARCHITEM' HART I HOWERTON NEW YORK, NFW"t I ORK STRUCTURAL EN(;INLFR MONROE & NEW ELL ELL ENGINEERS, INC. AVON, COLORADO MEP ENGINEERS CATOR, RUNL\ AND ASSOCIXII: - S. CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO III TFRIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826,01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD FROG. 1 04.12.04 003 DD FROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD FROG. 1 01.14.05 006 PE RINII /BID 02,15.05 D B ti fF N ppn J-POT KEYIPLANT II �I P GAZA WATERPROOFING D ETAI L S WP3 CONT SHEET OF BITUTHENE 5000 BELOW THRESHOLD AND EXTENDED DOWN FACE OF SLAB. PROVIDE DRAINAGE MAT MIN 4" HIGH END DAMS EA END SET THRESHOLD IN CONT BED STONE PAVERS OVER MORTAR BED DRAIN W/ SECONDARY CLAMPING COLLAR BACKER ROD & SEALANT OF SILCONE SEALANT & PROVIDE W/ SNOW MELT SYSTEM, AND 2" EXTENSION WRAPPED W1 FILTER ADDITIONAL SEALANT AT ALL HOT—APPLIED, FABRIC REINFORCED FABRIC — RE: SPEC SECTION 07510 SCREW PENETRATIONS MONOLITHIC W.P. MEMBRANE WITH UNCURED NEOPRENE FLASHING CONT FILLET OF LIQUID MEMBRANE BACKER ROD & SEALANT CAP SHEET & PROTECTION BOARD EXTENDED THROUGH CLAMPING RE: SPEC SECTION 07510 BACKER ROD & SEALANT COLLAR AND INTO BOWL OF DRAIN BALCONY APRON CONCRETE SLAB SLOPED TO STONE PAVERS — SAWCUT STONE PAVERS OVER MORTAR BED RE: ARCH DWGS DRAINS RE: STRUCT DWGS REVEAL AT DRAINS TO RECEIVE DRAINAGE MAT W1 SNOW MELT SYSTEM BACKER ROD & SEALANT HOT—APPLIED, FABRIC REINFORCED CONCRETE SLAB SLOPED TO DRAINS MONOLITHIC W.P. MEMBRANE WITH RE: STRUCT DWGS CAP SHEET & PROTECTION BOARD RE: SPEC SECTION 07510 4 . . . . . . . . . . . . ilTi I 1 4 4 4 a a 4 < 4" MIN 4 4 41 6 MIN 2' MIN 4 41 4 4 4- 4 4 '6 < DRAINAGE MAT HOT—APPLIED, FABRIC REINFORCED UNCURED NEOPRENE FLASHING MONOLITHIC W.P. MEMBRANE WITH CAP SHEET & PROTECTION BOARD RE: SPEC SECTION 07510 RIGID DRAINAGE/SPACER SHEET SAWCUT PERIMETER CHIP OUT CONCRETE 1/2" DEEP AROUND PERIMETER OF DRAIN UNCURED NEOPRENE FLASHING CONT. W/ DRAINAGE MAT ABOVE HOT—APPLIED, FABRIC REINFORCED MONOLITHIC W.P. MEMBRANE W/ CAP DRAIN PIPE RE: CIVIL OR PLUMBING SHEET — RE: SPEC SECTION 07510 DWGS FOR ROUTING AND SIZE CEMENT BOARD SHEATHING OVER LIGHT GAUGE MTL FRAMING 1/2" MIN OPEN SLOT DRAIN 16 oz. COPPER DRIP EDGE ANY ANCHORS THAT PENETRATE THE EMBEDDED INTO W.P. MEMBRANE WATERPROOFING SHALL BE PRE—PLACED AND DETAILED W/ WATERPROOFING TO PROVIDE A WATERTIGHT ASSEMBLY — TYP B AL CON Y �Y W. I �A T�PERIM 3 W.P A �T DR N� BA LC O N Y ��� BA LCON Y �W. P�.l 1�.TERMINA �A T�T MR �E HOLD EXTEND TERRACE W.P. MEMBRANE UP FACE OF WALL SHEATHING 36" MIN ABOVE FINISH SURFACE OF DECK CONT SEALANT BEAD FULLY EXTEND WEATHER BARRIER BEHIND STUCCO & LAP OVER TOP FLANGE OF WEEP SCREED CONTINUOUS SHEET OF BITUTHENE 5000 BELOW THRESHOLD AND EXTENDED OVER CEMENT STUCCO W/ CONT WEEP SCREED AT BOT EDGE HORIZ LEG OF FLASHING. PROVIDE MIN 4" HIGH END DAMS EA END CONT COPPER FLASHING W1 HEMMED BOTTOM EDGE BACKER ROD & SEALANT BACKER ROD & SEALANT DRAIN W/ SECONDARY CLAMPING COLLAR AND 7" EXTENSION WRAPPED W/ FILTER SET THRESHOLD IN CONT BED FULLY EXTEND WEATHER BARRIER BEHIND STUCCO & LAP OVER UNCURED NEOPRENE FLASHING FABRIC RE: SPEC SECTION 07510 UNCURED NEOPRENE FLASHING CONT FILLET OF LIQUID MEMBRANE OF SILCONE SEALANT & PROVIDE EXTENDED THROUGH CLAMPING TOP FLANGE OF WEEP SCREED DRAINAGE MAT ADDITIONAL SEALANT AT ALL BACKER ROD & SEALANT COLLAR AND INTO BOWL OF DRAIN SCREW PENETRATIONS HOT APPLIED, FABRIC REINFORCED CAST STONE COPING AND VENEER MONOLITHIC W.P. MEMBRANE WITH STONE PAVERS — SAWCUT DRAINAGE MAT CEMENT STUCCO W/ CONT CAP SHEET & PROTECTION BOARD REVEAL AT DRAINS TO RECEIVE : 4- WEEP SCREED AT BOT EDGE RE: SPEC SECTION 07510 BACKER ROD & SEALANT HOT APPLIED, FABRIC REINFORCED CN R 0 T T �L MONOLITHIC W.P. MEMBRANE WITH 4 E 4T I Z: CONCRETE SLAB SLOPED TO DRAINS CAP SHEET A& PROTECTION BOARD 'S < 1 RE: STRUCT DWGS RE: SPEC SECTION 07510 m C n 4 4 4 4, A 0 0 0 4 d 4 d ° d a d < 4 4" MIN 4 LI I, I I t < Z%. CONT COPPER FLASHING W/ 4 d HEMMED DRIP EDGE AND EXTENDED 4" MIN ABOVE V DRAINAGE MAT N RE: SPEC WEEP SCREED TYPICAL SECTION 07510 6" MIN SET FLASHING IN FULL BED OF SEALANT CONCRETE SLAB SLOPED TO DRAINS RE: STRUCT DWGS CONT COPPER FLASHING CAST STONE VENEER OVER ., A W/ HEMMED DRIP EDGE WALL SHEATHING & LIGHT AND MIN 4" HORIZ LEG GAGE METAL FRAMING RE: ARCH DWGS SET HORIZ LEG OF FLASHING IN FULL BED OF LIQUID MEMBRANE STL PLATE ANCHORAGE FOR STONE RE: ARCH SAWCUT PERIMETER & CHIP OUT CONCRETE 1/2" DEEP AROUND PERIMETER OF DRAIN DRAIN PIPE N RE: CIVIL OR PLUMBING DWGS FOR ROUTING AND SIZE ACE W�.P.�ll.�T�ERI�IIN�AT�lO�N�AT�PE�Rl�IIE�TE�R �N I ME �W. �P. I �1. �AT�D DRAIN A A TERRACE W.P.M. AT THRESHOLD. 3.= 1' -0" Cc 2 004 < + 1 0 A. R C Hi T EC TURL. C. OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 92M Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW' YORK STRUCTUIUL ENGINEER MONROE & NEWELL ENGINEERS, INC. AVON, COLORADO NIEP ENGINEERS CATOR, RUNLA AND ASSOCIAM , CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN S U F E R D E S S EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD FROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD FROG. 1 01.14.05 006 PERMI/BID 02.15-05 D A �"' N I� 'PI,A?\J it PROjECT KEY T E RRACE LRIRACE & DECK WA D E LS WO' ►_ •__11% STONE PAVERS OVER SAND BED W/ SNOW MELT SYSTEM HYDRODRAIN DRAINAGE MAT ABOVE AND BELOW 4" RIGID INSULATION CONCRETE SLAB SLOPED TO DRAINS RE: STRUCTURAL AND CIVIL DWGS 6125 MONOLITHIC MEMBRANE W/ FLEX FLASH F REINFORCEMENT FABRIC I & HYDROFLEX 30 CAP SHEET TREATMENT OF JOINT BTWN PLAZA & AT -GRADE NEEDS TO BE ADDRESS? TERMINATION BAF OF PREPRUFE TC COVER W/ PREP VERTICAL BEAD C WRAP LOOSE ED( FORMED CORNER W/ TERMINATION COVER W/ BITUT DRAINAGE LAYER BITUTHANE WATER B 3 "= V -0° RMINATION /TIE -IN AT LAGGED & TWO -SIDED FORMED WALL 1 • • -P.M. AT FDN W PRECAST CONCRETE FDN WALL ONE SIDE FORMED AGAINST LAGGING RE: STRUCTURAL DWGS WATERSTOP WELDING DISC AND FASTNER (PVC) PROTECTION LAYER (HDPE) SEPARATION LAYER (SARNAFELT NWP) WATERPROOFING MEMBRANE (SARNAFIL G479 -120 mil) HOT AIR WELD TO WELDING DISC DRAINAGE PANEL WOOD LAGGING - 2" MAX SPACING RE: STRUCTURAL DWGS C.I.P. CONCRETE FOOTING ONE SIDE FORMED AGAINST LAGGING RE: STRUCTURAL DWGS PERFORATED PVC LOOP PIPE RE: UNDERDRAIN DRAWINGS CONTINUOUS PVC WATERSTOP EMBEDDED INTO FOOTING HOT AIR WELD WATERPROOFING MEMBRANE TO WATERSTOP D 2004 4240' ARCHITECTURE, IHC. O \X'N ER/ D EV L• LOPER VAIL RESORTS .DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART ( HOWERTON NEW YORK, NEW YORK STRUCTLIFAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO IIEP ENGINEERS CATOR, RQbGA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE-: ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SUFER DESIG ED\l'ARDS,COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 ` - — SARNAREGLET FASTENED © 8" O.C. DD FROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD FROG. 1 01.14.05 006 PER2NfI /BID 02.15.05 W/ GROMMETED FASTENERS W/ # ° Q ° ° 2" MIN. EMBEDMENT (NOTE 1) I ° Q ° T AIR T ATTACH D WELD O TTACH # SARNAFIL TO GRID STRIP _ 6125 MONOLITHIC MEMBRANE a ° I Q CONTINUOUS GRID STRIP 12" WIDE ° Q # RIGID INSULATION ° SET IN ADHESIVE (NOTES 2, 3) © ° Q Q BACKFILL Q { CONSTRUCTION JOINT ° Q - - FLEX FLASH UN EXTEND Pi j 6" MIN. BELOW CONST. JT. Q l PRECAST CONCRETE FDN WALL 4 Q I FORMED BOTH SIDES Q RE: STRUCTURAL DWGS PRECAST CONCRETE FDN WALL a ONE SIDE FORMED AGAINST LAGGING Q CL N. # (- �---- HYDRO DRAINAGE MAT W/ ° ° Q RE: STRUCTURAL DWGS HYDROFLEX 30 CAP SHEET ° Q ° a ° --- - SARNAFIL GRID STRIP SET WELDING DISC AND �, IN GRID STRIP ADHESIVE Q ° Q FASTNER (PVC) Q Q ° o 4n HOT AIR WELD ° Q — PROTECTION LAYER (HDPE) ° Q ° °. Q ° STAINLESS STEEL TERMINATION BAR — SEPARATION LAYER (SARNAFELT NWP) FASTENED A 8" O.C. AND PVC CORD Q WATERPROOFING MEMBRANE N Q — SARNAFIL WPM G479 -120 mil d (SARNAFIL G479 -120 mil) ° Q �1: HOT AIR WELD TO WELDING DISC ° Q Q PROTECTION LAYER (HDPE) AND - RIGID INSULATION TO DEPTH IDENTIFIED SEPARATION LAYER (SARNAFIL NWP) ( a ° Q' LAY BACK MIN 12" TOP PORTIONS ° DRAINAGE PANEL - OF SHEET FOR TRANSITION TO Q ADHERED WATERPROOFING Q Q ° WOOD LAGGING ^- 2" MAX SPACING # I RE. STRUCTURAL DWGS ° Q d Q ° Q ( i # _ BITUTHENE MEMBRANE WATERPROOFING ° Q NOTES: r ,° " # ( # I CONSTRUCTION JOINT AT TOP OF LAGGING 1. LAP SARNAREGLET TO MAKE CONTINUOUS. Q 2. CLEAN AND ROUGHEN SURFACE OF CONCRETE AT GRID ° STRIP ATTACHMENT. Q ° ° # # # # Q ° ( # HORIZ TEMINATION AT WALL WITHOUT PLAZA ABOVE 3 ^= V - On _ DRAINAGE LAYER Q WOOD LAGGING ^- 2" MAX SPACING RE: STRUCTURAL DWGS WOOD LAGGING,(RE: DESIGN -BUILD °. SHORING DESIGN DWGS.) PRECAST CONCRETE FDN WALL ° I ONE SIDE FORMED AGAINST LAGGING DRAINAGE LAYER Q Q RE: STRUCTURAL DWGS PREPRUFE 160 (ADHERED TO CONC) ° 4 Q ° # # BACKER ROD & SEALANT----- ( # - � I � I I . /'`(l Al/`C7 CTC CI AO _. OC. C`MI 1,- IOAI (l1 ii, Q TERMINATION BAF OF PREPRUFE TC COVER W/ PREP VERTICAL BEAD C WRAP LOOSE ED( FORMED CORNER W/ TERMINATION COVER W/ BITUT DRAINAGE LAYER BITUTHANE WATER B 3 "= V -0° RMINATION /TIE -IN AT LAGGED & TWO -SIDED FORMED WALL 1 • • -P.M. AT FDN W PRECAST CONCRETE FDN WALL ONE SIDE FORMED AGAINST LAGGING RE: STRUCTURAL DWGS WATERSTOP WELDING DISC AND FASTNER (PVC) PROTECTION LAYER (HDPE) SEPARATION LAYER (SARNAFELT NWP) WATERPROOFING MEMBRANE (SARNAFIL G479 -120 mil) HOT AIR WELD TO WELDING DISC DRAINAGE PANEL WOOD LAGGING - 2" MAX SPACING RE: STRUCTURAL DWGS C.I.P. CONCRETE FOOTING ONE SIDE FORMED AGAINST LAGGING RE: STRUCTURAL DWGS PERFORATED PVC LOOP PIPE RE: UNDERDRAIN DRAWINGS CONTINUOUS PVC WATERSTOP EMBEDDED INTO FOOTING HOT AIR WELD WATERPROOFING MEMBRANE TO WATERSTOP D 2004 4240' ARCHITECTURE, IHC. O \X'N ER/ D EV L• LOPER VAIL RESORTS .DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART ( HOWERTON NEW YORK, NEW YORK STRUCTLIFAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO IIEP ENGINEERS CATOR, RQbGA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE-: ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SUFER DESIG ED\l'ARDS,COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD FROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD FROG. 1 01.14.05 006 PER2NfI /BID 02.15.05 D B A I N PRnTPOT KEYP A\ I I BLIND SIDE WATERPROOFING,, DETA! LS i `1� III B SD 01.23.04 D DD PROG, 1 04.1104 3" DD PROG. 2 05.21.04 F PRICING PKG. 0621.04 005 CD PROG. 1 01.14.05 006 Z Z3 02.15.05 j ii <1 Z3 <7 I WELDING DISC AND I FASTNER (PVC) DRAINAGE PANEL METAL FLASHING In I I -- _C EARTH RETENTION SYSTEM SARNAFIL GRID FLASHING SOIL < < DOUBLE STICK BUTYL TAPE <7 HOT—AIR WELD - 7 i (EXTERIOR) (INTERIOR) USING PUTTY KNIFE, TROWEL ON GRID ADHESIVE AROUND PIPE PENETRATION ' BASE PLATE FLASHING NECKED UP PIPE PVC PIPE d I HOT—AIR WELDED TF I PROTECTION LAYER (HDPE) SEPARATION LAYER (SARNAFELT NWP) WATERPROOFING MEMBRANE (SARNAFIL G479-120 Mil) h HOT AIR WELD TO WELDING DISC PRECAST CONCRETE FDN WALL ONE SIDE FORMED AGAINST LAGGING RE. STRUCTURAL DWGS A NOTES, 1, PROJECTS WITH HYDROSTATIC PRESSURE ARE TO BE REVIEWED 1 M EKl_ BY SARNAFiL `WATER - r_1\11. 2, PROTECTION LAYERS MAY VARY. PIPE PENETRATION W.P.M. AT PERIMETER @ 2004 4240 ARCHITECTUPE, INC. O\X*'NFR/DEVFI-OPF VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECr HART I HOWERTON NEV' YORK, NEWYORK STRUCTURAL ENGINEER &.NF\%*FLL ENGINEI - RS INC AVON, COLORADO \,IEp ENGINEERS CATOR, RUNLA AND ASSOCIATES, CO, DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC- VAIL, COLORADO INTERIOR DESIGN SW, DFSK;NS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG, 1 04.1104 003 DD PROG. 2 05.21.04 004 PRICING PKG. 0621.04 005 CD PROG. 1 01.14.05 006 PERMT/BID 02.15.05 D B 4 A PROJECT KEYIPLAN BLIND SIDE WATERPROOF DETAILS CSI 200:: 4240 ARCHITECTURE, INC I OWNER /DEVELOPER VAIL RESORT'S DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 2 4 0 Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART f HOWERTON NEW YORK, NE \\' YORK s"rRUCTC R\I. ENGINEER MONROE &- NEA*I:LL FN INFERS, L\C: AVON, COLORADO ItEP ENC >INL`•ERS C\TOR, RU,L\ AND ASSOCIATES, C.O. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC VAIL. COLORADO INTERIOR DESIGN SLI=ER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 0123.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21:04 005 CD PROG. 1 01:14.05 006 PER.IIT /BID 02.15.05 C D B PR vECrip KEYPLAN,