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HomeMy WebLinkAboutWest Day Subdivision Lot 3 Building 4 (3) 2'-6" © 2004 42140 ARCHITECTURE, INC. 41' (0 TOP OF PIER BELOW CAPSTN.) - SNOW FENCE VERTICAL SUPPORTS ® 48" O .C. 2 �� � �/ ���v.\, u 1 '-3" AT TOP OF FRAMING � \� NOTE: ALL METAL FLASHING SHALL BE (MAX). CONSTRUCT WITH STEEL PLATE " COMPLETELY SOLDERED THICK. 210 0 STEEL PIPE (2.375 O. D., WALL F7d� 1OY" 4y2" 7y2" I I THICKNESS 0. 154") N OUTLINE OF �-'— FILL POCKET WITH LIQUID A-6A/7A/8A/9A/10A/11 CAPSTONE ABV. MEMBRANE (APPLY WITH / CAULKING GUN) T /P ! NOTE: CONSIDER 4-RUNG SNOW BATTERED STONE VENEER z FENCES WHERE VERY HEAVY 1 .5' SLOPE ? a (� SNOW ACCUMULATIONS MAY ° 2" SOLID GROUT W \ OCCUR. " o r ' / \ WOOD SHAKES OVER _ 0 V FULL CANT BEAD OF LIQUI ° m MEMBRANE WATERPROOF'G MEMBRANE ! REFER TO ROOF PLAN FOR o- t-j O � OVER �" PLYWD. SHEATH'G � _ SNOWFENCE LOCATIONS. WEATHER-RESISTANT BARRIER o N a (RE: W.P. DETAILS) W 104 1 /2" PLYWOOD SHEATHING ^ Q o }4 \ WOOD COLUMN (RE: STUCT.) M o BEAM BELOW - (RE: STRUCT.) W SEE DETAIL 4/A536 FOR ^ •y W O FLASHING DETAIL FIELD SHEET OF VYCOR ULTRA °z W �. BOTTOM FLASHING (INSTALL 7 STONE" PIER LOW PIER DETCK A DT Sdwg (, z FIRST OVER FIELD SHEET OF WO VYCOR ULTRA) REFER TO STRUCTURE FOR ^/ I-a BOLT DESIGN , LAYOUT & O CONNECTION DETAIL I UPPER FLASHING (INSTALL ! � � 10" X 10" WOOD POST SECOND OVER BOTTOM FLASHING & FIELD SHEET OF VYCOR _ ! FRAMING ULTRA) (RE: STRUC.) OWNEWDEVffiOPM a I STRIP -IN BOTTOM & UPPER VAIL RESORTS FLASHING WITH VYCOR ULTRA lx T & G WOOD SIDING Y DEVELOPMENT 1y2 'Z2 DECORATIVERBALUS ERS COMPANY _jjSNOW FENCE FLASHING AVON, COI.ORADO N.T.S. DT-WATY-N.dwg O < I 1)/2" LET RAILS INTO POSTS 2" ENDS ARCHITRCTOPRRCORD 3 NOW FENCE -j : 3" = 1 '-0" DT-warn-H.dwg o RANDOM SAND STONE NL o 3/4" SETTING BED I*AR 1 1 /2" GONG. 7ECTURE TOPPING SLAB De" • Co1oiado 2" x 4" TUBE STL FOR BRACING z I WATERPROOFING MEMBRANE MASTERe7AMIER 1 /2" STL. PLATE z (RE: W.P. DETAILS) & DESIGN ARCHrrFCf / v f 3/4" PLYWOOD 2% SLOPE HART I HOWERTON 4x4 T.S. CHIMNEY CAP � I NRwY°Rx NEW YORK / FRAMING ro L COPPER CHIMNEY CAP _ _ _ I _ MAIN LEVEL = 0'-O" MONRO&NEEWHIL 4G�•INC AVON,COLORADO / WEATHER- RESISTANT BARRIER T.O. PLYWOOD SUBFLOOR IMCHANICALEXECMCAL kNGDOWK ON 1 /2" PLYWOOD SHEATING 2x8 WOOD TRIM evo�N� 3/4,. EN AwnRN6II GiNEOG,INC 6" / PROFILE AT BUILDING 76 MATCH TO WINDOW SIZE COPPER / I SMALLER ROOF CAP HEAT TRACE PROJECT NUMBER: 20900.00 2 X 6 ROUGH SAWN T&G m TAPPERED FURRING STRIPS ISSUE REVISION DATE V-GROOVE CEDAR 2x WOOD TRIM I DRIP DECK JOIST (RE: STRUCT.) L?1//off� BLDG. 2/CONS1'. 09.02.04 NOTE: MIRROR DETAIL ABOUT CENTER LINE I STL CHANNEL I 1x6 T&G A BLDG. 3/CONST. 0924.04 ALIGN AT CORNER OF 1 /2" PLYWOOD _ ❑ 0 0 o D 61 TOP AND BOTTOM RAIL / BEAM (RE STRUCT.) oa BLDG. 4/CONST. 10.11.04 BLDG. 5/CONST. 1025.04 D 2x WOOD BLOCKING i To L-6A/7A/SA W10A/11 TIMBER BEAM 2 X 6 ROUGH SAWN T&G CEDAR (RE. STRUCT.) FINAL CONST 01.03.05 VERTICAL TERMINATION CAP V) RAIL W/ 3/a" CHAFFERED ENDS / � \ i iz ADDENDUM 1 01.12.05 Qp o I _ ( 16 ADDENDUM 5 05.16.05 CONT. SEALANT 3 4x4 T.S. CAP I I I Q POSTS ° DASHED LINE OF COPPER COLLAR F G I I M 9 MBER ORNAMENTAL COPPER CAP 1 " BRACKET IN FOREGROUND � i 1y2 I IIYP. I = LARGER SQ. MTL NAIL HEADS (RE: 2/.0522) COPPER FLASHING � CORNERS TO CONCEAL �" I I - LAG SCREW ATTACHMENT T� I 1 I STONE PIER BEYOND SIDING WALL I I tD 61 0 0 o I I I I I I COPPER DOWNSPOUT DECORATIVE BLACK MTL SQ. NAIL HEADS I I - (WHERE OCCURS) ONE AT EACH PLANK Ca I I 00 I DETAILS RESIDENCES 1 /2" PLYWOOD SHEATHING NOTE: OMIT JAMB CASING WHERE BLOCKING 1Y2" SHUTTER OCCURS COPPER FLASHING 3/4" STUCCO SYSTEM urrnr„rn nr�,t"rn r.,r nnnn,rn FIXED SHUTTER DECK ST I NE PIER GUARDRAIL .0536 MAJOR CHIMNEY CAP 2 ' 1�2" _ ' -°" A-DT 1 1/2" = 1 '—°" A-DT-48b.dwg © 2004 42140 ARCHITECTURE, INC. RE: r—COPPER CHIMNEY 3/A534) � WOOD EXTENSION OF CU(Q�goO 3X4" WOOD SILL E. RA AL (RE: ID DRAWING) �C f Oil 3 X WOOD TRIM e;r fD AA����� . � I ) I WALL BEYOND I I . ' _ . + ' WOOD SIDING V J (RE: WALL TYPE) L II l ( I I I I FLOOR FINISH 3 X WOOD TRIM (RE: ID DRAWING) � ' ' A FINISH FLOOR EM I I 'II I UC O SEE CIVIL FOR GRADE !//~� '//� Q E L i ELEVATION REFERENCES, TYP. / W W G I I I I LL LI � MAIN LEVEL = 0'-0" } I T.O. PLYWOOD SUBFLOOR MIN II I w fQ_I e� ST NE VE EE DW�.�II U 10 FLOOR JOIST oil U (RE: STRUC.) I z _ I 2x WOOD TRIM a � - HH 2x WOOD BLOCKING Q O GLASS MATT FACED I D V WIN- Ll GYP. SHEATHING oz _ _ a 1x6 T&G (FINISHED pB�AP� FROM BELOW) F _ - IT CONC. TUNNEL WALL-----It RESORTS 1 2 = - = DASHED LINE OF DECORATIVE TIMBER DEVELOPMENT - — — — — — — — — — — . CONC G. RETAIN' WALL = BRACKET BEYOND TUNNEL ROOF - - I GAS METER = - - - - pO RpDO WATERPROOFED I I � _ � I I - - _ -_ - 3 BAY 1WINDOW SECTION DETAIL AxcxECr OPRECORD CONC. SLAB I i _ I _ _ _ - TO CAP CHASE I - - nI*AROffII I I DD EL =-8' -2" i I NEW BOILER I I I FF FF - ■ILL FLUES _ I I _ MECHANICAL ROOM r - - - , ______ __�j - - - _ Damrer, Colagdo MASTER PLANNER I BOILERS � DESIGN ARCHITECT GARAGE LEVEL EL - 12'-O" T.O. PLYWOOD SUBFLOOR rte— I �� — — — HANEWYOOWEORK L _ _ _ J I 11 CONIC. WALL -_ _ _ _ _ _ _ FLUE CHASE - - -` - - - ` - - = � a I BELOW GRADE EL = - 13'-6" - - PROVIDE CONC. WALL BELOW STRUCrUBALENGI� 1 _ -1- ( I MONROB&NEWMLENGINEIR Rrc T.O. CONC. SLAB ® r GRADE PARALLEL TO BUILDING 8 I AVON.COIOgADO MECH. ROOM I- L I -i WEST WALL. EXTEND DOWN TO I WELD ALL T.S. INTERSECTIONS WITH 3/16" I FOOTING, ALLOW 2' CLEAR I I I FILLET WELDS X 2" MIN. LANM-EBNGINEI � - 17' -5 1 /2" I I FOR FLUE CHASE.) I I I AVON,COLORADO T.EL O. FOOTAGE 7 - L � _T - - - - - -- - - " - - - - LL - -`� /ALTERNATE N0 . 7 - BOILER CHIMNEY CMILENGINBER L - - - - - - - - - - - - - - - - -- - - - - - ct vnl,coloxnDD 1 /4" = 1 '-0" BUILDING 8 — WEST ELEVATION REL-ALT-flue.dwg MATCH ADJACENT WINDOW SIZE ( I PROJECT NUMBER 20900.00 3%" I 3y 3 " I I I ISSUE REVISION DATE 18" GAGE METAL STUD WELDED I TO T.S. AT 1 '-0" MAX. SPACING 08 BLDG. 3/CONST. 09.24.04 2 X 6 ROUGH SAWN T&G je V-GROOVE CEDAR i `9� STL, BRACKET 09 BLDG. 4/CONST. 10.11.04 tO I NOTE: ALL ANGLES I 2 LAYERS 1 /4" PLYWD SCREWED 10 BLDG. 5/CONST. 10.25.04 I 122' U.O.N. h I TO METAL STUD AT 6" MAX SPACING //�� I I /-6A/7A/8A/9A/IOA/11 FINAL CONST 01.03.05 I I 16 ADDENDUM 5 05.16.05 2"x2"x3/16" TUBE STL vL 2 X 6 ROUGH SAWN T&G CEDAR I rn, I W WELD STL PLATE CORNER TO T.S. 4X4 o ^ RAIL W/ " CHAFFERED ENDS i COPPER FLASHING z 3: I I z ❑ o v o o 13 lry I 4 91 x4 0 x3 11 6" T.S. CHIMNEY CAP a FRAMING Q L — — — — — a I A,4w I � LARGER SQ. MTL NAIL HEADS ® I a I COPPER FLASHING CORNERS TO CONCEAL %"# I AI I VERTICAL TERMINATION CAP LAG SCREW ATTACHMENT T I I SIDING WALL 1 A COPPER FLASHING - El o a o I y If \ DETAILS d DECORATIVE BLACK MTL SQ. NAIL HEADS I L I coPPER caP RESIDENCES ONE AT EACH PLANK L - - - - - - - -` - - - - - - - - - - - - BATTERED 2x6 WOOD FRAMING 0 2' ANGLE BLOCKING NOTE: OMIT JAMB CASING WHERE 1 /2" PLYWOOD SHEATHING X1/2" SHUTTER OCCURS W/EATHERU R SI ANTE BARRIER ON 1/2" PLYWOOD SHEATING A537 ro FIXED SHUTTER MAJOR CHIMNEY CAP 1 1 /2" = 1 �-D" A-DT-72C.dwg 1 1 1 /2" = 1 '-0" A-DT-48d.dwg System No. C-AJ-2110 System No, C-AJ-2098 System No, C-AJ-1278 System No, C-AJ-1140 © 2aa4 42140 ARCHITECTURE, INC. F RATING - 3-HR, F Rating RATING = 3-HR, F Rating - 3 Hr ng - 3 Hr T RATING - 0-HR, T sitting - 3 Hr T RATING = 0-HR, T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/sq ft 3 L Rating At 400 F - 4 CFM/sq ft 4 << �w 2 P A p . >= ; Al 6 2 4 3 3 1 :-" F "vd f-L 1 � .-� ' .' .. ' :° .• a _dpa e. .4 ° < '. 5 ® ® ' • - 44 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .:...:.-0 2 2 A A ® 4 2 ° SECTMN A-A . . L� '.:'.".:: A 5 A 1. Floor or Wall assembly - Minimum 4-1 /2 in. thick reinforced lightweight or H O SECTMN A-A 2 normal weight (100-150 pct) concrete. Wall may also be constructed of any ( W a 16 Floor or Wd Assembly - Min 4-1/2 in. thick reinforced lightweight or SECTION A-A UL Classified Concrete Blocks*. Maximum diameter of opening is 30-7/8 in. SECTMN A-A >4 normal weight (100-150 pcQ concrete. Wall may also be constructed See Concrete Blocks (CAZT) category in the Fire Resistance Directory for �I of any UL Classified Concrete Blocks*. Max diam of opening is 8 in. names of manufacturers. 0) See Concrete Blocks (CAZT) category in the fire Resistance Directory 2 Through-Pryor a - One metallic pipe or conduit to . installed either '� //�� F�l concentrically or eccentrically within the firestop system. The annular space 1. Floor or Wall Atoerrtrly -- Min 2-1/2 in. chick reinforced lightweight or normal weight (100-150 pcf) VJ � � for names of manufacturers. concrete. Wall may also be constructed of an UL Clossified Concrete Blocks *. Max area of opening is W 2 Steel Sleeve (OptioluaQ - Nom 8 in. diam (or smaller) Schedule 40 between pipe or conduit and periphery of opening shall be minimum 0 in. to Y Y P 9 maximum 7/8 in. Pipe or conduit to be rigidly supported on both sides of 1024 sq in. with max dimension of 32 in. (or thinner) steel pipe cast or grouted into floor or wall assembly, flush floor or wall assembly. The following types and sizes of metallic pipes or See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. O with floor or wall surfaces. conduits may be used: 2. Through Pauetrads -- Min clearance between pipes, conduits or tubing is 0 in. (point contact). Min 3, Through Ppretronts - One nonmetallic pipe to be installed either 1. Floor or Wall Assembly -- Min 4- 1 /2 in. thick reinforced lightweight or normal weight 100-150 pcf) . Steel Pie - Nominally 30 in. diameter or smaller Schedule 10 or clearance between pipes, conduit or tubing and periphery of through opening is 1 in. Min clearance between V P ) P Y ( ) ( concentrically or eccentrically within the firestop system. The annular concrete. Wall may also be constructed of any UL Classified oncrete Blocks*. Max diam of opening is 3 in. heavier) steel pipe. pipes, conduit or tubing and periphery of any single surface of through opening is 0 in. (point contact). �T� A 4 space between pipe and sleeve(Item 3) shall be min 114 in. to max See CoriCrete Blocks (CAZT) category in the Fire Resistance Directory or names of manufacturers. B. Copper Pie - Nominally 6 in. diameter or smaller Regular or heavier Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types WJ �f ry AP P Y ( ) 9 ( ) 1 -1/4 in. Pipe to be rigidly supported on both sides of floor or wall 2. Electrical Nonmetallic Tubing+ -- Nom 2 in. diam (or smaller) corrugated wall ENT constructed of copper pipe, and sizes of metallic pipes, conduits or tubing may be used: F+ry W assembly. The following types and sizes of nonmetallic pipes may be used: polyvinyl chloride (PVC). One tube to be centered within the firestop system. A nom annular space of 5/16 C. Copper Tubing - Nominally 6 in. diameter (or smaller) Type L (or heavier) A Steel Pipe -- Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. IT4 A Polyvinyl Chloride (PVC) Pipe Nom. 6 in. diam (or smaller) Schedule in. is required within the firestop system. Tube to be rigidly supported on both sides of floor or wall copper tubing. B. Conduit -- Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. 40 solid-core or cellular core PVC pipe for use in closed (process assembly' D. Conduit - Nominally 6 in. diameter (or smaller) steel conduit. C. Copper Tubing -- Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. or supply) or vented (drain, waste or vent) piping system. See Electrical Nonmetallic Tubing (FKHU) category in the Electrical Construction Materials Directory for E. Conduit - Nominally 4 in. diameter (or smaller) steel electrical metallic D. Copper Pipe -- Nom 4 in. dam (or smaller) Regular (or heavier) copper pipe. O B. Chlorinated Polyvinyl Chloride(CPVC) Pipe Nom 6 in, diam (or names of manufacturers. tubing (EMT). 3. Forms -- (Not Shown) -- Used as a form to prevent leakage of fill material during installation. Forms W smaller) SDR17 CPVC pipe for use in closed (process or supply) or 3• PC" Ind - (Not Shown) -- Mineral wool insulation firmly packed into opening as a temporary Cavity / to be a rigid sheet material, cut to fit the contour of the penetrating item and positioned as required to I~ Y P P 9 P ry 3. F'M, Void or Materials - Sealant - Minimum 1 2 in. thickness of fill Per' 9 • Pa � 4 form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required material applied within the annulus, flush with to surface of floor or with both accommodate the required thickness of fill material. forms may be removed after fill moterial has cured. vented (drain, waste or vent) piping systems. PP • P to accommodate the required thickness of fill material. In floors form may be removed after fill material surfaces of wall. At the point contact location between pipe and concrete, a 4• Fdl, Yid or tinny MateW -- Mortar - Min 2-1/2 in. thickness of fill material applied within the C. Acrylonitrile Butadiene Styrene (ABS) Pipe Nom 6 in. diam (or O smaller) Schedule 40 solid-core or cellular core ABS pipe for use in has cured. minimum 1/4 inch diameter bead of fill material shall be applied at the concrete/ annulus. Fill material is mixed at o rote of 2.5 parts dry mix to one port water by weight in accordance pipe interface on the top surface of floor and on both surfaces of wall. with the installation instructions supplied with fill material. closed (process or supply) or vented (drain, waste or vent) piping systems. annulus. flush with top surface of floor or with both surfaces of wall. ( h 4. Ffli , Vid Or Cavity Material`* -- Sealant -- Min 2 in. thickness of fill material applied within the HILTI CONSTRUCTION CHEMICALS, DIV OF `/ HILTI CONSTRUCTION CHEMICALS, DIV OF D. Flome Retardant Polypropylene (FRPP) Pipe Nom 6 in. diam (or smaller) HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONE Sealant HILTI INC -- Type FS635, CP636 or CP637 HILTI IN -- FS-One Sealant * *Bearing the UL Classification Mark Schedule 40 pipe for use in closed (process or supply) or vented Bearing the lli Classification Marking (drain, waste or vent) piping systems. +Bearing fine UL Listing Mark 4. Metal Cove Plots - Min 18 go. steel with max I.D. 1 /4 in. larger than O.D. *Bearing liie UL Classification Mark of pipe. Min. O.D. of cover plate to be 6 in. larger than O.D. of pipe. Installed OWNHR/DHVIUDIRM between underside of floor or both sides of wolf between collar and floor or wall surfaces. VAM RESORTS 5 Firestop Device~ - Firestop Collar - Firestop collar shall be installed in accordance r DEVELOPMENT Gthe accompanying installation instructions. Collar to be installed and latched anchor COMPANY around the pipe and secured to underside of floor or both sides of wall floor using the anchor Crooks provided with the collar. (Minimum 2 anchor hooks for , PLASTIC ENT ) PIPE I N METAL PIPE T H R U M U T I P LE PENETRATIONS I N AVON, COLORADO and 2 in. diam pipes, 3 anchor hooks for 3 and 4 in. diam pipes, and 6 anchor nxcrrerHCTOrnHCOSn hooks for 6 in. diam pipes). The anchor hooks are to q secured with jun in. C 0 N C RE T 3 HR RATING CONCRETE : 3 - H R RATING 2 CONCRETE : 3 - HR RATING diam by min 1 -1/2 in. long steel expansion bolts, or equivalent, in conjunction with 6 AJ-1278 SCALE: N.T.S. CAJ-tt40 steel nuts and min 3/4 in. diom steel washers with one anchor bolt in each SCALE: N.T.S. CAJ-2098 `� SCALE: N.T.S.NTS anchor hook . J HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP 643 50/1 .5", CP 643 63/2". CP 643 90/3", CP 643 110/4" 0e�re. or CP 642 160/6" Firestop Collar cawsdo m No. C-AJ-6006 C-AJ-5090 System No, WW-D-1011 Syste Vold or Cavity Matedals - Sealant - Min 1/2 in. thickness of fill material y5 em N0, F RATING = 3-HR, 4 applied within the annulus, flush with bottom surface of floor or both surfaces of F RATING = 3-HR, Assembly Rating - 3 Hr DrwaNAacxrrECr wall assembly.cover nom between in. beads of fill material applied between T RATING = 0-HR, Nominal Joint Width - 3-1/2' T RATING = 0 HR. HART ( HOWERTON concrete and CHEMICALS, DIV OF plate and firestop device. L Rnthtg At Ambient - 4 CFM/S Ft Class II Movement Capabilities - 14% Compression or Extension NM YOM NM YORK HILTI INC - CP601S, CP606 or FS-one Sealant L Rating At 400 F - Less Than 1 CCFM/Sq Ft *Bearing the UL Classification Marking A 5$ STRUM UENONIRM 2 1 A *rON80&&AVON,AVON, ELLEN DO NP0; CALFLWr ICALHNGMM AVON, 01JURAW 1. ii D 2 ALPINHHNBHIG.AT CGLOR G VAH, COIAHADO C. . o d ° Till , - 3 4 a , , , A l 11 l _ :, .:-. PROJECT NIJMBFR 2o9a000 SECTION A-A a ° < ISSUE REVISION DATE 1. Floor or Wall Assembly - Min 4-1 /2 in. thick reinforced lightweight or 4 normal weight (100-150 pcf) concrete. Wall may also be constructed of 04 CONSTDOC ony UL Classified Concrete Blocks*. Max diam of opening is 8 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory FORFI3RMII 0723.04 for names f manu acturers. 2. Moto lNc Slave �OptionoI - Nom 8 in. diom (or smaller) Schedule 10 A SECTION A-A 05/06 CONST DOC 08.13.04 (or heavier) steel pipe. 3. Through Penetrants - One metallic pipe or tubing to be centered within 07 BLDG. 2/CONST. 09.02.04 1 . Val Alsernbhy - Min 4-3/4 in. thick reinforced lightweight or normal 1. Floor or Wall Assembly - Min 2- 1/2 in. thick reinforced lightweight or the firestop system. Pipe or tubing to lot rigidly supported on both sides normal weight 100- 150 cf concrete. Wall may also be constructed of 08 BLDG, 3/CONST. 09.24.04 of floor or wall assembly. The following types and sizes of metallic pipes weight (100-150 pct) structural concrete. W011 may also be constructed of 9 ( pcf) * Y or tubing may be used: any UL Classified Concrete Blocks*. any UL Classified Concrete Blocks Max area of opening is 560 sq in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory with a max dimension of 28 in. 09 BLDG. 4/CONST. 10.11.04 A. Steel Pipe - Nom 4 in. diam (or smaller) Schedule 5 (or heavier) See Concrete Blocks (CAZT) category in the Fire Resistance Directory steel pipe. for names of manufacturers. for names of manufacturers. 10 BLDG. 5/CONST. 10.25.04 B. Copper Pipe - Nom 4 •in. diam (or smoller) Regular (or heavier) copper 2. Joint System - Max width of joint (at time of installation of joint 2. Bnway+ - Nom 23 in. wide (or smaller) by 4.5 in. deep (or smaller) "I" pipe. system) is 3-1/2 in. The joint system is designed to accommodate a shaped aluminum enclosure containing factory mounted aluminum bars 5B FINAL CONST 01.03.05 C. Copper Tubing - Nom 4 in. diam (or smaller) Type L (or heavier) max 14 percent in compression or extension from its installed width. rated for 600 V, 4000 A or copper bars rated for 600 V, 5000A. The busway 6A/7A/f3A/9AJIOA/11 copper tubing The joint system shall consist of the following: shall bear the UL Listing Mark and shall be installed in accordance with 4. Tube IroaWtiaor-Plaaft+ - Nom 3/4 in., thick acrylonitrile butadiene/ A. Packing Material - Min 4 pcf mineral wool batt insulation installed in off provisions of Article 364 of the National Electrical Code, NFPA No. 70. FINAL CONST 01.03.05 polyvinyl chloride (AB/PVC) flexible foam furnished in the form of joint opening as a permanent form. Pieces of butt cut to min width of The annular space between the busway and the periphery of the opening tubing. Annular space shall be min 1/2 in. to max of 1 -1 /2 in. 2- 1 /4 in. and installed edge-first into joint opening, parallel with shall be a min of 1 in. 16 ADDENDUM 5 05.16.05 See Plastics+ (OMFZ2) Category in the Recognized Component Directory joint direction, such that bolt sections are compressed min 22 percent 3. Farms - (Not Shown) - Used as a form to prevent leakage of fill material for names of manufacturers. Any Recognized Component tube insulation in thickness and that the compressed batt sections are recessed from during installation. forms to be a rigid sheet material, cut to fit the material meeting the above specifications and having a UL 94 Flammability both surfaces of the wall. A 1 in. thickness of packing material is contour of the penetrating item and positioned as required to Classification of 94-5VA may be used. placed vertically over the installed inner layers and recessed from the accommodate the required thickness of fill material. Forms may be 5. Fired* System - The firestop system shalt consist of the following: top surface as required to accommodate the required thickness of fill reproved after fill material has cured, A Packing Material - Min 4 in. thickness of min 4 pcf mineral wool bolt material. Adjoining lenghts of butt to be tightly-butted with butted 4. F7, Void or Cavity Materials - Tro wnlable Rrestop Compound - Min insulation firmly packed into opening as a permanent form. Packing seams spaced min 24 in. apart along the length of the joint. 2- 1 /2 in. thickness of fill material applied within the annulus. rill material to be recessed from top surface of floor or from both surfaces B. Fill, Void or Cavity Material* - Sealant - Min 1 /4 in. thickness of fill material is mixed at o rate of 2.5 parts dry mix to one part water by of wall as required to accommodate the required thickness of fill material applied within the joint, flush with both surfaces of wall. weight in accordance with the installation instructions supplied with fill material. HILTI CONSTRUCTION CHEMICALS, DIV OF material. B. Fill, Void or Cavity Material* - Sealant - Min 1 /4 in. thickness of rill HILTI, Inc. - CP601 s Elastomeric Firestop Sealant HILTI CONSTRUCTION CHEMICALS, DIV OF material applied within the annulus, flush with top surface of floor or *Bearing the UL Classification Marking HILTI, INC. - FS635 OR CP636 with both surfaces of wall. *Bearing the UL Classification Marking FI R ESTO P P I N G HILTI, Inc. - FS-ONE Sealant +Bearing the UL Listing Mork *Bearing the UL Classification Marking DETAILS TUNNEL & RESIDENCES PLASTIC PIPE IN INSULATED MTL . PIPE THRU WALL TO WALL JOINT IN ELECTRICAL BUSWAY IN CONCRETE : 3 - HR �ARATING 5 CONCRETE : 3 - HR �ARATING 3 CONCRETE : 3 - HR RATING 1 CONCRETE : 3 - HR RATING. A551 i System No. C-AJ-8041 System No, W-L-3161 System No, W-L-3111 System No. C-AJ-3095 © 2004 42140 ARCHITECTURE, INC. F RATM = 3-K F RATINGS - 1 AND 2 HR (SEE ITEMS 1 AND 4) F Ratings - 1 and 2 Hr F RATING = 3-HR, T RATING = 0 and 1 HR, T RATING - 0 HR T Rating - 0 Hr T RATING = 0, 1/2 & 3/4 HR, (See Item 3) OF CO(0 Rating At Ambient - 10 CFM/sq ft o L Rating At 400 F - Less Than 6 CFM/sq ft A [. RANDAL 2 2 JOIN i A 3 L� r A 4B 4A A 5 1 3 5 2 or L -� A 1 3 4 W . 2 2 L_._ AVj F 4 = _-= 3 4 = SECTRIN A-A w Q SECTION A-A A 2 }, A 3 1. Wal Assembly — The 1 or 2 Hr fire rated gypsum wallboord/stud wall rte A SECTMN A-A assembly shall be constructed of the materials and in the manner described in the individual 0400 Series Wall or Partition Design in the UL Fire �, Floor or Wag Assembly Min 2-1 /2 in. thick reinforced lightweight or C/) Resistance Directory and shall include the following construction features: W >° 1. Floor or Wag Assembly — Min 4-1 /2 in. thick reinforced lightweight or A. Studs "C—T" shaped studs I —), in. wide by 241, SECTDNI A—A normal weight (100-150 pcf) concrete floor or min 3 in. thick reinforced in. lightweight or normal weight concrete wall. Wall may also be constructed � � normal weight (100-150 pcf) concrete floor or min 5 in. thick reinforced deep, fabricated from 25 MSG galv steel, spaced max 24 of any UL or norm Concrete Blocks*. Max diam of opening is 6 in. lightweight or normal weight (10615 C pcf) concrete wall. Wall may also in. all See Concrete Blocks (CAZT) category in the Fire Resistance Directory be constructed of any UL Classified Concrete Blocks*. Max area of B. Wallboard Gypsum* — One layer of nom 1 in. thick, 24 for names of manufacturers. w � •■' opening is 192 sq in. with max dimension of 24 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory in. wide gypsum liner and in. thick, 4 ft. wide gypsum for names of manufacturers. wallboard with square or tapered edges. The Va in. thick 2. Steel Sleeve (Optional) -- Nam 6 in, diam (or smaller) Schedule 10 w r� 2 Through Penetrarda — A max of 4 pipes, conduits or tubing to be gypsum wallboard type, number of layers, fastener type and 1 , Wall As�tOblf The fire — rated gypsum wallboard/stud wall assembly shall be (or heavier) steel pipe cast or grouted into floor or wall assembly, flush (� Mai ;> installed within the opening. The space between pipes, conduits or sheet orientation shall be as specified in the individual Wolf constructed of the materials and in the manner specified "d the individual U300 with floor or wall surfaces. tubing shall be 1 —i/2 in. The space between pipes, conduits or tubing and Partition Design. Max diam of opening is 4 in. or 0400 Series Wall and Partition Designs in the Fire Resistance Directory and 3 Cables Aggregate cross—sectional area of cables in opening to be min 25 es r 1 P P 9 The hourly F Rating of the firestop system is equal to the hourly fire rating of shall include the following construction features: P Pe aggregate and periphery of opening shall be min 1 -5/8 in. to max 2-1/2 in. Pipe, percent to max 45 percent of the o re ate cross—sectional area of the conduit or tubing to be rigidly supported on both sides of floor i wall the wall assembly in which it is installed. A. Studs Wall framing shall consist of either wood studs or channel shaped opening. Cables to be rigidly supported on both sides of floor or wall assembly. �T� assembly. following es and sizes of metallic pipes, conduits or 2 Metdk Sleeve — Max 4 in. diam cylindrical sleeve fabricated from min steel studs. Wood studs to consist of 2 by 4 in. lumber spaced 16 in. Any combination of the following types and sizes of metallic conductor or fiber W O h g P P 0.016 in. thick (28 gouge) goly sheet steel and having a min i in. la along optic cable may be used: tubing may be used: 9 P 9 OC. Steel studs to be min 2-1 /2 in. wide, fabricated from min 25 MSG P Y 04 A STeaf Pipe — Nom 3 in. diam (or smaller) Schedule 10 (or heavier) the longitudinal seam. Length of steel sleeve to be equal to thickness of galvanized steel, spaced max 24 in. OC. A. Max 500 kcmil single copper connector power cable with thermoplastic steel pipe. wall. Sleeve installed by coiling the sheet steel to a diam smaller than the B. Gypsum Board* 5/8 in. 4 ft wide with square or tapered edges. The insulation and polyvinyl chloride (PVC) jacket. When single copper O B. Copper Tubing — Nom 3 in. diam (or smaller) Type L (or heavier) through opening, inserting the coil through the opening and releasing the coil gypsum wallboard type, number of layers and sheet orientation shall be as conductor power cable is used, T Rating is 0 hr. _ ` copper tubing to let it uncoil against the circular cutouts in the gypsum wallboard layers. specified in the individual (1300 or U400 Series Designs in the UL Fire B. Max 350 kemil single conductor power cables with either aluminum or Sleeve may also be formed of No. 8 steel wire mesh having a min 1 in. lap Resistance Directory. Max diam of opening is 4 in. copper conductors and cross—linked polyethylene (XPLE) insulation. When C. Copper Pipe — Nom 3 in. diam (or smaller) Regular (or heavier) copper ry Pe 9 pipe. along the longitudinal seam. y, Metallic Siva — Optjorlal The nominal 4 in. diam steel electrical metallic single aluminum conductor power cable is used, T Rating is 0 hr. 3. Cables — Aggregate cross—sectional area of cable in opening to be max tubing hen single copper conductor power cable is used, T Rating is 1 2 hr. D. Condlit — Nom 3 in. diam (or smaller) electrical metallic tubing or 33 percent of the cross—sectional area of the opening. The annular space g (EMT) or Schedule 5 steel pipe friction fit into wofl assembly and installed 9 PPe P 9 / steel conduit. p flush with wall surfaces. C. Max 300 pair No. 24 AWG copper conductor telecommunication cables with 9e — (Optional) between the cable bundle and the periphery of the opening to be min Y in. 3, Cables Aggregate cross — sectional area of cables in cable tray to be max 25 polyvinyl chloride (PVC) insulation and jacket material. When telecommunication 3 — Max 1 in. thick hollow cylindrical heavy to max )14 in. Cables to be rigidly supported on both sides of the wolf percent of the cross — sectional area of the opening. The annular space cable is used, T Rating is 0 hr. OWNWDEVELONIR density (min 3.5 pcf) glass fiber units jacketed on the outside with on all assembly. Any combination of the following types and sizes of copper con— between the cable bundle and the periphery of the opening to be min 1/8 in. D. Max three copper connector No. 6 AWG cable with polyvinyl chloride (PVC) service jacket. Longitudinal joints sealed with metal fasteners or factory— ductor cables may be used: to max 3/4 in. Cables to be rigidly supported on both sides of the wall assembly. insulation and jacket material. When multi—connector power Coble is used, V1�IT. RESORTS applied self—sealing lap tape. Transverse joints secured with metal A Max 7/c No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket. Any combination of the following types and sizes of cables may be used: T Rating is 0 hr. DEVELOPMENT fasteners or with butt strip tape supplied with the product. A nom B. Max 25 pair No. 24 AWG telephone cable with PVC insulation and jacket. A 6 pair i No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulation E. Max 7/C copper conductor No. 12 AWG mulGconductor power and control annular space of 1 -1/2 in. is required within the firestop system. The T C. Type RG 59/U coaxial cable with polyethylene (PE) insulation and jacket. , and PVC jacket. cables with PVC or cross—linked polyethylene (XLPE) insulation and PVC COMPANY Rating is 1 hr when 1 in.is less than i in. or is omitted.thick pipe covering is used. The T Rating is D. Multiple fiber optical communication cable jacketed with PVC and having 0 hr. when pipe covering is 24 fiber optic cable with polyvinyl chloride (PVC) outer and subunit jacket. jacket. When multiconductor power and control cable is used, T Roting is AVON, COLORADO a max OD of � in. See Pipe and Equipment Covering — Moteriols (BRGU) category in E. Max 3/c No. 12 AWG copper conductor steel clad cable. C. Type RGU/59 coaxial cable with polyethylene (PE) insulation and polyvinyl 3/4 hr. ARCHMECT�aECORD the Building Materials Directory for names of manufacturers. Any pipe 4. The firestop (PVC) jacket. F. Multiple Fiber optical communication cables jacketed with PVC and having a max covering material meeting the above specifications and bearing he �P � ' P system shall consist es the following: outside diam of 1 2 in. when fiber tic cable is used, T Rating is 3 4 hr. 9 D . The 2/C No. t0 AWG cable with ground with polyvinyl (PVC) insulation and / op n9 / A Packing Material—Min 2 Y in. or 2— in. thickness of min 4 pcf mineral D*ARCHIJ 1 UL Classification Marking with a Flame Spread Index of 25 or less and acket. G. Max 3/C copper conductor No. 12 AWG with Bare aluminum ground, polyvinyl o Smoke Developed Index of 50 or less may be used. wool butt insulation firmly packed into opening on one side of the wall as , 1 4. Paring Material — Min 4 in, thickness of min 4.0 pcf mineral wool butt permanent form for 1 and 2 Hr walls, respectively. Packing material to be E 3/C No. 12 AWG cable with polyvinyl chloride (PVC) insulation in a nominal chloride (PVC) insulated steel, Metal—clad cable+. When MC cable is used, recessed from the room side of wall as required to accommodate the 1/2 in. flexible metal conduit. T rating is 0. ae i nsulation firmly packed into opening us o permanent form. Pocking AFC CABLE SYSTEMS INC material to be recessed from to surface of floor or from both surfaces required thickness of fill material. 4. Fill, Void a Matedar Putt Min 5/8 in. thickness of fill material applied oRnvRr, cRioRao P y / PP 4. Padimg Material Min 2 in. thickness of min 4.0 pcf mineral wool butt insulation of wall as required to accommodate the required thickness of fill B. Fill, Void or Cavity , flush surface— Min 1 in. thickness of fill material within annulus flush with both surfaces of wall. Fill material to be forced into � q applied within sleeve, flush with surface of wall. interstices of cable bundle to the max extent possible on both surfaces of wall. firmly packed into opening as a permanent form. Pocking material to be recessed MASTER PLANNER 5. Flill.material. Hilti Construction Chemicals div. of HILTI, INC. Additional fill material to be installed such that a min 1/4 in. crown is formed 1 /2 in. from top surface of floor or from both surfaces of wall as required to DESIGN A&RCIETELT accommodate the fill material. material p Matthe — Beaten — Min op ur thickness of fill FS—ONE Sealant around the cable bundle and lapped over the steel sleeve. 5, F3, WW or Cow* Material* -- Sealard Min 1/2 in. thickness of fill material HART � HOWERTON material applied within the annulus, flush with top surface of floor or with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI CONSTRUCTION CHEMICALS, DIV OF *Bearing the . UL Classification Marking HILTI INC — CP618 Firestop Putty Stick applied within the annulus, flush with top surface of floor or with both surfaces of wall. NEWYOKNEWYORIC HILTI, INC. — FS—ONE Sealant *Bearing the UL Classification Marking HILTI CONSTRUCTION CHEMICALS, DIV HILT) *Bearing the UL Classification Marking * HILTI INC -- FS—One Sealant. 9FRUClvRALrxcumER Bearing the UL Classification Mark MONROE @NEWEILENGI ISERS INC AVON,COLORADO MECHANICAL EL.BCTRICALENGLNEER M-E ENGMEER5,INC AVON, COLORADO C[MENGINEiR ALPINE ENGINERRI NG,EiC VAII, COLORADO PROJECT NUMBER: 20900.00 ISSUE REVISION DATE 04 CONST DOC FOR PERMIT 07.23.04 05/06 CONST DOC 08.13.04 07 BLDG. 2/CONST. 09.02.04 08 BIDG. 3/CONST. 09.24.04 09 BIDG. 4/CONST. 10.11.04 10 BLDG 5/CONST. 10.25.04 5B FINAL CONST 01.03.05 6A/7A/8A/9A/10A/11 FINAL CONST 01.03.05 16 ADDENDUM 5 05.16.05 FIRESTOPPING DETAILS TUNNEL & RESIDENCES' MULTIPLE METAL PIPES CABLE BUNDLE IN GYPSUM CABLE BUNDLE IN CABLE BUNDLE IN 4 INE. CONCRETE : 3 -- HR RATING 3 SHAFT WALL : 2 — HR3, e,RATING 2 GYYPSUM WALL : 2 wHR RATING 1 CONCRETE : 3 — HR RATING A552 M .$. CAJ 3095 System No, FF-D-1011 System No, FW-D-1011 System No. W-L-8019 System No, W-L-8019 Assembly Rating - 3-Hr Assembly at © zoos 42140 ARCHITECTURE, INC. Nominal Joint Width - 3-1/2' y in9 - 3 Hr F Rating - 1 and 2 Hr (See Items 1, 3 and 4) F Rating - 1 and 2 Hr (See Items 1, 3 and 4) Nominal Joint Width - 3-1/2' T Rating - 0, 1/2, 1, 1-1/2 and 2 Hr (See Item 2) T Rating - 0, 1/2, 1, 1-1/2 and 2 Hr (See Item 2) �F Col- Class II Movement Capabilities - 147 Compression or Extension Class 11 Movement Capabilities - 14% Compression or Extension F- D Fimllop Configuration D C E. , 1 :: L 1 $ 2. Through Penetrant One metallic pipe, conduit or tube to be installed either concentrically or eccentrically within the � F JC2;_+ A firestop system. The min annular space between the pipe, conduit or tube and the periphery of the opening shall be E Q B 3 : ° min. 0 in. (point contact). The annular space between adjacent penetrants shall be min 3-1/2 in. The following types L-► ��^ F ' and sizes of metallic pipes, conduits or tubes may be used: OB D 2 Steel Pie Nom 4 in. diam or smaller Schedul 10 or heavier steel pipe. S�R " rs `i l l l l l l l l ° ill it lit . Iron Pipe Nom 4 in. diam (or smaller) cast or ductile iron pipe. 4 °. ° °° iii ll 111 Conduit Nom 4 in. diam (or smaller) rigid steel conduit. 1 l l l t l l l 111 it 111 Conduit Nom 4 in. diam (or smaller) steel electrical metallic conduit. ° °°. ° • j` : ,e . < 11 tl ill Copper Tubing Nom 4 in, diam or smaller Type L or heovier copper tubing. -d ' ° . �� � . . 4. ' ' ti iii a: . . ' oPP 9 ( ) YP ( ) PP 9• VrJ l l l l 1111 l ° . .. Copper Pipe Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. w l 1 l l 1 l 11 l 3. RII, Void or Cavity Material* - Foam Fill material applied within annulus flush with both surfaces of the wall. Min fill G Illllllll ° p ° 3 material thickess for 1 hr F Rating is 4-3/4 in. Min till material thickness for 2 hr F Rating is 6 in. V ° L zH ° F Co urotion E ` -�E A (,� 2. Steel Pipe Nom 8 in, diam (or smaller) Schedule 40 (or heavier) steel pipe. W a 1. Wag Assembly Min 4-112 in. thick reinforced lightweight or normal weight 100-150 pcf) tructural concrete. Wall 3. � Covenrg Ma * Nom 1 - 1/2 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed A may also be constructed of any UL Classified Concrete Blocks*. g ( p ) on the outside with on all-service jacket. Longitudinal joints sealed with metal fasteners or factory-applied, (r++] self-sealing lap tape. Transverse joints secured with metal fasteners of with butt tape supplied with product. The min * _ � space between adjocant penetrants shall be 2 in. r � See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. See Pyle and Equipment Covering - Materials (BRGU) Category in the Building Materials Directory for names of Wmanufacturers. Any pipe covering meeting the above specifications and bearing the UL Classification Marking with a 1. Floor Assembly Min 4-1 /2 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. 2. Floor Assanbly Min 4-1 /2 in. thick reinforced lightweight or normal weight (100-150 pcf) structurol concrete. Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 2. Joint 913tem Max width of joint (at time of installation of joints tea is 3-1 2 ' . 4. fly, Void or Cavity Mabeiral* - Foam Fill material applied within annulus Hush with both surfaces of the wall. Min fill 0 ;^; � 1 system) / In The joint system is designed 3. Joint System k!ax separation between edge of floor and face of wall (at time of installation of joint system) is = material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. 2 3 4B 3B 3 ^ V to accommodate a max 14 percent in compression or extension from its installed width. The joint system shall consist 3-i/2 in. The joint system is designed to accommodate a max 14 percent in compression or extension from its W F.d *`�� of the following: installed width. The joint system shall consist of the following: Firedop PanflnumGrt F1 FIREST� CUPIFIIURATMN A FIRESTOP CUNFIGIAIATIUIV B FIRESTOP CINIGURATIM C FIRESTUP Ci)I�'I[�1RATMN B .� A Forming Material Min 4 pcf mineral wool bott insulation installed in joint opening as a permanent form. Pieces A. Forming Material Min 4 pcf mineral wool batt insulation installed in joint opening as c permanent form. Pieces 2. Flexible Conduit Nom i in. diam (or smaller) flexible steel conduit. The min space between adjacent penetrants shall W W of butt cut to min width of 4- 1/4 in. and installed edge-first into joint opening, parallel with joint direction of butt cut to min width of 4- 1/4 in. and installed edge-first into joint opening, parallel with joint direction, be 3- 1 /2 in- 2 4 ,r. �1 r such that batt sections ore compressed min 42 percent in thickness and that the compressed butt sections are such that batt sections are compressed min 42 percent in thickness and that the compressed butt sections are 3. fi71, Void or Cavity MaWrd* - Foam Fill material applied within annulus flush with both surfaces of the wall. Min fill :" :=+i' 3 : :<< 3 W recessed from top surface of the floor as required to accommodate the required thickness of fill material. recessed from top surface of the floor as required to accommodate the required thickness of fill material. material thickness for 1 hr F Rating is 4-3/4 in. Min 611 material thickness for 2 hr F Rating is 6 in. :< Adjoining lengths of butt to be tightly-butted with butted seams spaced min 24 in. apart along the length of Adjoining lengths of butt to be tightly-butted with lotted seams spaced min 24 in. apart akxvq the length of the O joint. joint. F+y 0 Cordgurdtial 6 y: FIBRE( INSULATIONS INC -- FBX Safing Insulation 2. Steel Duct Nom 6 in. diam (or smaller) No. 28 gauge (or heavier) golve steel duct. The min space between adjacent = IWO FIBREX INSULATIONS INC -- FBX Safing Insulation , s:?• • � � a penetrants shall be 1 - 1 /2 in. 2 1 O 0. Fill, Void or Cavity Material* -- Sealant Min 1/4 in. thickness of fill material applied within the joint, flush B. Fill, Void or Cavity Material* -- Sealant Min 1/4 in. thickness of fill material applied within the joint, flush 3. Fdt, Void or Cindy Material* - Foam Fill material applied within annulus flush with both surfaces of the wolf. Min fit with top surface of floor. with top surface of floor. PP 1 material thickness for 1 hr F Rating is 4-3/4 in. Min fail material thickness for 2 hr F Rating is 6 in. 3 1 HILTI CONSTRUCTION CHEMICALS, DIV es HILii CONSTRUCTION CHEMICALS, DIV OF *Bearing the UL Classification Mark FIRESTW C[NffIG IRATIUl E FIRESTIP CUCGUtATBIN F FIRESTOP CUNFIGURATIM G HILTI INC -- CP601s Elastomeric Firestop Sealant HILTI INC -- CP601s Elostome6c Firestop Sealant *Bearing the UL Classification Mark * 1. Wag Aeaerrtbty The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and Beoring the UL Classification Mark System No. C-AJ-4017 in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory F RATING = 3-HR, and shall include the following construction features: OWNER/DEVEWM T RATING = 0-HR. A. Studs Steel studs 3-1 /2 in. deep, fabricated from 25 MSG golv steel, spaced max 24 in. OC. B. Gypsum Board* The gypsum board type, number of layers, fastener type and sheet orientation shall be as VML RESORTS specified in the individual Wall and Partition Design. Max area of opening is 450 sq in with max dimension of DEVELOPMENT 30 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall asembly in which it is installed. COMPANY 2. Through penetrants A max of seven firestop configurations may be installed within the opening. The space between AVON, COLORADO firestop configurations. Unless otherwise indicated, the space between firestop configurations and periphery of ARCHrnVT0FRW01tD A opening shall be min 3/8 in. Pipe, conduit, tubing or cables to be rigidly supported on both sides of floor or wall assembly. The T Rating of the sytem is dependent on the firestop configurations, as shown in the �', 2 table below. Any combination of the following firestop configurations detailed herein may be used: . , 3 firestop Configuration 1 Hr F Rating 2 Hr F Rating ARCHITECTURE 5 T Rating Hr T Rating Hr Og , aoTnrmfo A 0 1 /2 8 1 1 -112 MASM PLOINER B �'.• {•:•. : .:4_q C 1/2 1 DESIGN ARCHrrRCr D 0 0 1 E 1 2 HART ( HOWERTON F 0 0 New'YORK,NMYORK G 0 0 SECTMN A-A SMuCru ALRN Fsesta Con A MONROE&NBWEM MGINES,RNC 2 3 A AVON,COLORADO 2. Cables Max 4 in. diam tightly bundled cable. The min space between adjacent penetrants shall be 4 in. Cable bundle may be an combinatio of the following types and sizes of cables: NECRANICALEMCMCAr.ENGD&M Y Y 4 YPe M-RENGINEMINC G. Max 25 pair No. 24 AWG copper telephone cable with polyvinyl chloride (PVC) insulation and jacket materials. AVON,COLORADO H. Max 7/C No. 12 AWG cable with PVC insulation and jacket materials. crvmP.NrnN= 1. Multiple fiber optical communication cables with PVC jacket material and having a max outside diameter of 3/8 ATPaVAUNC LCRADO,INC vAU,coI.oRADo in. 1. Floor or Wall Assembly - Min 2- 1 /2 in. thick reinforced lightweight or J. Max 3/C No. 12 AWG steel clod cables with PVC insulation and jacket materials. normal weight (100- 150 pcf) concrete. Wall may also be constructed of K. Max 3/C No. 8 AWG cablew with ground with PVC insulation and jacket materials. PROJECT NUMBER 20900.00 any UL Classified Concrete Blocks *. Max area of opening is 1024 sq in. L. Max RG 59 coaxial cables with PVC insulation and jacket materials. with max dimension of 32 in. 3. Fill, Void or Cavity Material* - Foam Fill material applied within annulus flush with both surfaces of the wall. Min ISSUE REVISION DATE See Concrete Blocks (CAZT) category in the Fire Resistance Directory for fill material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. names of manufacturers. 04 CONST DOC 2. Coble Tray * - The following types of cable trays may be used: fire% Co i9umtion 8 A Max 24 in. wide by max 4 in. deep open ladder cable tray with 2. Copper Tuber or Pipe Nom 1 in. diam (or smaller) Type L copper tube or nom 1 in diam (or smaller) Regulary (or FORPERMIT 07.23.04 chonnel-shaped side roils formed of min 0.050 in. thick steel with heavier) capper pipe. Min space between adjacent penetrants shall be 3 in. 05/06 CONST DOC 08.13.04 A-shaped rungs spaced 9 in. OC. 3. Tube Insdation - Plosft+ Nom 3/4 in. thick ocrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam B. Max 24 in. wide by max 4-3/16 in. deep open ladder cable tray furnished in the form of tubing. The min space between adjacent penetrants shall be 1 -1/2 in. 07 BLDG. 2/CONST. 09.02.04 formed of min 0.097 in. aluminum with 7/8 in. wide by i in. deep See PWcs+ (QMFZ2) category in the Plastics Recognized Component Directory for names of manufacturers. Any rungs spaced 9 in. OC. Recognized Component tube insulation material meeting the above specifications and having a UL 94 Flammability 08 BLDG. 3/CONST. 09.24.04 A max of three cable trays to be installed in the opening. Of the three Clossificationof 94-5VA may be used. 09 BLDG. 4/CONST. 10.11.04 cable tray only one may be aluminum. The annular space between the cable trays shall be a min 5-1 4 in. The annular space between the 4. FireA. F System The firestop system shall consist of the following:inwide cable tray and the periphery of the opening shall be min 1 in. Cable A. Fill, Void or Cavity Material* - Wrap Strip Two min 1 in. wide wrap strips applied in a single wrap, flush with 10 BLDG. 5/CONST. 10.25.04 troy o be rigidly supported on both sides of floor or wall assembly. bbth surfaces of wolf. Y 9 Y PP Y SB FINAL CONST 01.03.05 3 Cables - Aggregate crass-sectional area of cables in cable tray shall B. Fill, Void or Cavity Material* - Foam Fill material applied within annulus flush with both surfaces of the wall. be max 30 percent of the cross-sectional area of steel cable tray and Min fill material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. 6A/7A/8A/9A/IOA/11 max 20 percent of the cross-sectional area of aluminum cable tray, based on a max 3 in. cable loading depth within the cable troy. Any Firealap ConRguration C FINAL CONST 01.03.05 ' combination of the following types and sizes of copper conductor cables may be used: 2. Polyvirgtl Chloride (PC) Pipe Nom 2 in. diam (or smaller) Schedule 40 solid or cellular core PVC pipe for use in 16 ADDENDUM 5 05.16.05 A. Max 350 kcmil single-conductor power cables with polyvinyl chloride closed (process or supply) or vented (drain, waste or vent) piping system. The min space between non-metallic (PVC) insulation and jacket. penetrants shall be 1 in. The min space between metallic penetrants shall be 3-1/2 in. B. 7/C No. 12 AWG copper conductor cable with PVC insulation and 3. firestop System The firestop shall consist of the following: jacket. A Fill, Void or Cavity Material* - Wrap Strip Two min 2 in. wide wrap strips applied in a single wrap, flush with C. Max 100 pair No. 24 AWG cable with PVC insulation and jacket. both surfaces of wall. 4. Forms (Not Shown) - Used as a form to prevent leakage of fill material B. Fill, Void or Cavity Material* - Foam Fill material applied within annulus flush with both surfaces of the wall. during installation. Forms to be a rigid sheet material, cut to fit the Min fill material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. contour of the penetrating item and positioned as required to accommodate the required thickness of fill materials. Forms may be removed after fill material has cured. 5. Fill, Void or Cavity Mdbntj* - Mortar - Min 2-1/2 in. thickness of fill material applied within the annulus. Fill material is mixed of a rate of 2.5 Fi R ESTO P P i N G parts dry mix to one port water by weight in accordance with the installation instructions supplied with fill material. DETAILS HILTI CONSTRUCTION CHEMICALS, DIV Of TUNNEL & RESIDENCES HILTI INC - Type FS635 or CP636 *Bearing the UL Classification Marking CONCRETE FLOOR TO CONCRETE FLOOR TO CABLE TRAYS IN MULTIPLE PENETRATIONS IN ) scEOOR JOINT : 3 - H R 1 RATING 3 WALL JOINT : 3 - HR C SCALE: 1RATING 2 CONCRETE : 3 - HR RaATING 1 GYPSUM : 1 OR 2 - HR RATING A553 N.T.S. w�-sole 1 " 1 /8" TO 1 /4" GAP R0TE; DELETE CAVITY A © 2004 42140 ARCHITECTURE, INC. 1 - " '� - SIDE LAYER OF GWB VARIES I I FILLED WITH FIRE 1 /8" TO 1 /4" GAP FILLED RATED SEALANT. WHERE FURRED WALL 1 -2" WITH SEALANT. ASSEMBLY ASSEMBLY SHALL BE OCCURS. SHALL BE AIR IMPENETRABLE, AIR IMPENETRABLE. t� OF ����� 3" TYP- Q STRUCTURE { 1 ) LAYER " TYPE �`- X" GWB BOTTOM OF SLABS HEAD METAL CEILING RUN ER VAPOR RETARDER ON Al x or 2x WOOD 1a SIDING (RE: EXT. E. RAR a t WOOD TOP PLATES FIBER BAIT, TYP. INSIDE FACE OF WOOD ELEV'S) JOHN < I STUDS (TYP.) �• n IF/// GG3W)) LAYERS 8" TYPE 'X' SHAFT SIDE OUTSIDE l STONE VENEER JOINTSITH STAGGERED 1 " 1� �ARD yyEATHER-RESISTANT / f � ~FURRED STUD WALL FULLY GROUTED(RE: PLANS FOR WITH FLASHING HEAD I - (2. ) LAYERS " TYPE 'X' L WALL TYPE) AND WEEP GWWB WITH STAGGERED SILL 2X6 WOOD STUDS ® 16' BARRIER HOLES JOINTS (2) LAYERS TYPE "X" GWB O.C. WITH 5}" FIBER GATT METAL J-RUNNER S I At PLYWOOD PROVIDE ADDITIONAL LAYER 2X6 W OD UDS OF GWB WHERE MASTER VARIES (WEATHER— BEDRM . OCCURS ¢ FILL TO 1 /4" GAP V RESISTANT FILLED WITH FIRE z BARRIER RATED ASSEMBLY� SHALL BE FIRE ASSEMBLY GRID AIR IMPENETRABLE. W O Q PLAN 1 " LINER BOARD PER UNDERWRITERS LABORATORIES INC. : Q A ,4 BXUV.U356, Design No. U356 4e 8" 7 t 24" C-H STUD 0 24" O.C. `4 O 1 „ (2) LAYERS TYPE "x" cwe Ll E ER OR WALL ® DEMISING PROVIDE ADDITIONAL Q AIRSPACE, MIN. W tV PER UNDERWRITERS LABORATORIES INC.: 2x6 WOOD STUDS BXUV.U356, Design No. U415 OF GWB AS REQ'D. PER DTL. ��// WA 0 16" O.C. 2/A535 SIM. Q !� C I 5I" BATT INSULATION "ILE- - SHAFT WALL 1 - HR EXTERIOR WALL 6 WD . SIDING x . V SILL I 2" = V-0 UL U415 = M L SCALE: 1 1/2-- = 1 —0" UL puss6 s7o NA FILL 3" CAVITY WITH W "rl MINERAL WOOL, APPROVED W �i AS FIREBLOCKING Q 3„ W WOOD SILL PLATE z 1 - HR _EX_TERIOR WALL . 0 CONC . FDN . I TOP O_ _ F SLAB gh NOTE DELETE CAVITY U SCALE: 1 1 /2- - 1 0 `- SIDE LAYER OF GWB TYPE 1 /8" TO 1 /4" GAP FILLED WHERE FURRED WALL 44„ ( 1 ) LAYER" GWB WITH SEALANT. ASSEMBLY OCCURS. STUCCO SYSTEM 0 SHALL BE AIR IMPENETRABLE, I I VAPOR RETARDER ON *4 TYP. Q INSIDE FACE OF WOOD WEATHER-RESISTANT Q PROVIDE ADDITIONAL LAYER 1 STUDS (TYP.) BARRIER O OF GWB WHERE MASTER VSTRUCTURE BEDRM. OCCURS HEAD INSIDE OUTSIDE WOOD, TOP PLATE(S) PROVIDE VAPOR A WOOD STUDS 0 16" O.C. PLYWOOD BARRIER WHERE Q WITH 54" FIBER BATT SHEATHING ST STEAM SHWR. OCCURS 1 2X6 WOOD STUDS (( BATHROOM SIDE 6 1 "t VAIL RESORTS �B WITHSSTAGGEREDXDEVELOPMENT JOINTS 5/8" GREEN BOARD FIRE ASSEMBLY SILL COMPANY C:RID FILL CAVITY WITH MINERAL 5/8" GWB PER UNDERWRITERS LABORATORIES INC.: AVON, COLORADO WOOL, APPROVED AS FIREBLOCKING I BXUV.U356, Design No. U356 Q WOOD SILL PLATE 1 Aaomrcrc>Fwerx>Bn PLAN 2x6 WOOD STUDS K� 2X8 WOOD STUDS ® 1 s" o.c, TYP. . EXTERIOR WALL (� DEMISING 8 _. . . PROVIDE ADDITIONAL LAYERS Q lop GREEN GWB AS REQ'D. PER DTL. - - — — _ GREEN BOARD �RCIrrECruL� 2/A535 SIM. oetVOf, �,� GWB WITHSSTTAG EP EDx FIBER BAIT 'a g3 EXTERIOR WALL ® ENTRY 2X4 WOOD STUDS PER GYPSUM, ASSOCIATION FIRE JOINTS Q PLAN DELETE FlBER GATT & GWB & NIA518fla ATAlp1l R_ E,�ISTIVE DESIGN MANUAL ( 16TH PROVIDE ADDITIONAL LAYER PROVIDE STUCCO SYSTEM BOTH ESIGNARCRrrFCr ED.) GA FILE NO. 3820 OF GWB WHERE MASTER WOOD STUDS 0 16' O.C. SIDES HARTIHOWEItTON BEDRM . OCCURS i" GwJi 2 TERIOR WALL ® PIERS 2X4 WOOD STUDS NMYORK, MOITORK NC!TE: ANY LATERAL BRACING CONNECTION DELETE FIBER BATT & GWB 0 SHALL EMPLOY A Q CAVITY SIDE MONROOE&� E,� AVON,COLORADO RUBBER-IN-SHEAR ISOLATED SWAY NIIIIISLECnUR$LE SNOT - USED BATHROOM, 1 2 _ , o" WALL 2X6 WOOD STUDS EXTERIOR WALL ® SKI CLST. 2X4 WOOD STUDS _ _ BRACE, NP ® DEMISING WALLS. N 1 K1 DELETE FIBER BATT �L -RENGco RLZARADO o 2XIS SNOT USED 2 - HR DEMISING WALL BATHROOM WALL 2X4 WOOD STUDS u STUDS WOOD � 1 - HR EXT . WALL C STUCCO sTOS CLyyNGI 1 ¢ ¢ s AIRING IL, COLORADO SCALE: 1 1 2 = 1 —0 STC sfi N SCALE: 1 1/2 = 7 '-0 (STC 44) 11 SCALE: 1 lj = 1 '-0 UL 356 s1c NA 8 vAG coloaADo VARIES g " 0 2X6 NOS FLOOR PLANS WALL PROJECT NUMBER 20900.00 �8 „MIN. 41" 0 2X4 WALL GRAPHICALLY INDICATE THICKNESS OF TYP, FRAME ISSUE REVISION DATE WALLS (2X4 OR 2X6) HEAD I I _ STRUCTURE 1 •_ 14" 06 CONSTDOC WOOD TOP PLATE(S) STRUCTURE HEAD FORPERM[T 08.13.04 WOOD TOP PLATE(S PRIMARY WALL ( 1 ) LAYER " TYPE 07 BIDG. 2/CONST. 09.02.04 (RE: PLANS FOR A8 WOOD STUDS 0 X" GWB STONE VENEER ® BLDG. 3/CONST. 09.24.04 Q Q "WALL TYPE) 16" O.C. , TYP. INSIDE F ACE OF WOOD AND WEEP HOLES 5/8 GWB WITH FLASHING / o Q BLDG. 4/CONST. 10.11.04 Q Q FIBER BATT STUDS (TYP.) _ 10 BLDG. S/CONST. 1025.04 PROVIDE VAPOR FIBER BATT, TYP. OUTSIDE A6A/7A/8A/9A/IDA/11 SILL I I RETARDER 0 WARM SIDE INSIDE OF EXT. WALLS, TYP. SILL WEATHER-RESISTANT FINAL CONST 01.03.05 SILL PLATE BARRIER WOOD SILL PLATE WOOD STUDS 0 16" D.C- 16 ADDENDUM 5 05.16.05 All A7 A WITH 5q" FIBER BATT PLYWOOD SHEATHING ON 5/8" GWB 2X6 WOOD STUDS WOOD STUDS 0 16" PLAN O.C., TYP. 6i" 7"t WOOD STUDS 0 16 ' O.C. PLAN Q _ FIRE ASSEMBLY __ . - _ PRIMARY WALL SIDE GWB ON EACH (RE: PLANS FOR WALL TYPE) SIDE OF STUD Q BXUV U356,UNDERWRITERS Design No. U356 RTES INC. : M4INTE IO WALL 2xs wooD sruos Q DELETE GWB ® ATTIC SIDE OF 2X6 WOOD STUDS 0 M3 NOT USED wAU �LXTERIOR WALL ® DEMISING WALL TYPES �� PROVIDE ADDITIONAL LAYERS @2 FFURRED� WA L 2X6 WOOD STUDS ri�1NOT USED_ OF GWB AS REQ'D. PER DTL. RESIDENCES DELETE GWB & FIBER 2/A535 SIM. GATT 0 ATTIC WALLS EXTERIOR WALL PIERS 2X4 WOOD STUDS FURR��,, D , WALL 2X4 WOOD STUDS 0 INTERIOR ¢ WALL 2X6 WOOD STUDS DELETE FIBER B TT & GWB 0 Q I sw.E: 1 1 'z�- 1 o M l SCALE: 1 1/2- = 1= 1 -0 CAVITY SIDE NOT USED FURRED WALL 2X6 WOOD STUDS INTERIOR WALL 2X4 WOOD STUDS 1 - HR EXTERIOR WALL @ STN . STUDSOOD A61 1 T S SCALE: 1 1/2" = 1 —0 I\ 11 /SCALE: 1 1 /2" _ —0" \ / SCALE: 1 1/2° _ —0'' UL #0356 / STC NR © 2004 42140 ARCHITECTURE, INC. DOOR SCHEDULE DOOR SCHEDULE (coNrc.) ;� o ip f, DOOR ROOM NAME SIZE DOOR FRAME SIZE DOOR FRAME ,•. , : N0, LABEL HARDWARE REMARKS DOOR ROOM NAME LABEL HARDWARE REMARKS WIDTH HEIGHT THK. TYPE MAT'L MAIL HEAP JAMB THRESHOLD SIN•) SET N0. WIDTH HEIGHT THK. TYPE MAIL MAIL HEAD JAMB THRESHOLD (MIN-) SET r " " MIN. Ju , V UNIT TYPE A A ® ® UNIT TYPE B ® \ u A is T07B LOWER ENTRY - - - - HM / PT HM/ PT - - - 180 - Refer to Tunnel Construction Package T08B GARAGE ENTRY - - - HM / PT HMI PT - - - 180 - Refer to Tunnel Construction Package T07C GARAGE 16 - - - - HM / PT HMI PT - - - 90 - Refer to Tunnel Construction Package TO7.0 DUMBWAFFER - - - - HM I PT HM/ PT - - 90 - Refer to Tunnel Construction Padrage T07D MECHANICAL - - - HM / PT HMI PT - - 180 - Refer to Tunnel Construction Package T07D MECHANICAL ® - - - - HM I PT HMI PIT - - 180 - Refer to Tunnel Construction Package AOOiA CLOSET Pr. 1'-6" T-0' i 314" A WD I ST WD I ST 10/A712 9IA712 - 03 B00.1A LOWER ENTRY 2'-8" T-0" 13/4" A WD I ST WD / ST 10/A712 9/A712 - 06 �.L7 A001B STORAGE Y-V T-0" 1314" A WD I ST WD / ST 10/A712 9/A712 - OB BOtkiB LOWER ENTRY 2' 8' 0" 1314" A WD I ST WD ! ST IWA712 9IA712 - 06 V A00 BATH 1 2'-4' T-0" 1314" A WD I ST WD / ST 101A712 9/A712 - 02 6003A STORAGE fZ6Pj: ' 3' 4" 1314" A WD I ST WD I ST 10/A712 9/A712 - 06 Low Door to Under-Stair Storage Z A00 BEDROOM 1 2'-8' T-0" 1314" A WD / ST WD / ST 10/A712 9IA712 - 02 B004 FAMILY ROOM 4'-9 314" x 9'-2" (unit) B GIST WD I ST 6/A712 7/A712 31A535 - 05 Slider w 0 A003B BEDROOM 1 Pr. 2'-0" 71-0" 13/4" A WD 1ST WD / ST 10/A712 9/A712 - 08 Bi-Pass B006A BEDROOM 2 2-8" 7'4" 1314" A WD I ST WD / ST 1OIA712 9/A712 - 02 A Ono AOD4A BATH 2 2'4" T-0" 1314" A WD / ST WD / ST 10/A712 91A712 02 0006B BEDROOM 2 Pr, 1'-10" 11-0" 1314" A WD I ST WD / ST 10/A712 9/A712 08 BI-Pass Q C AOD4B BATH 2 2'4" T-0" 1314" A WD / ST WD / ST IOIA712 9/A712 - 02 B007 BATH 2 2'-4" T-0" 1314" A WD I ST WD 1ST 10/A712 9IA712 - 02 w A BEDROOM 2 2'-8" T-0" 1314" A WD / ST WD / ST IOIA712 91AT12 - 02 B BEDROOM 1 2'-8" T 4" 1314" A WD J ST WD / ST 10/A712 91A712 - 02 ..j O A00 BEDROOM 2 Pr. 1'-8° T-0" 1314" A WD / ST WD / ST IOIA712 9/A712 - 08 B-Pass 8 BEDROOM 1 Pr: 2'-8" T-0" 1314" A WD / ST WD / ST 10/A712 9/A712 - 08 BI-Pass �/ V A007 FAMILY ROOM 4' 9314° x 9'-2" (unit) B G / ST WD / ST 61A712 7/A712 3/A535 - 05 Slider B BATH 1 2'-4" T-0" 1314" A WD / ST WD / ST MA712 91A712 - 02 ^w A "M4 A00 STORAGE 2'-6" 3'-4" 1314' A WD I ST WD I ST 1OIA712 91A712 - 06 Low Door to Under-Stair Storage Ay B00 BATH 1 2'-4" 7'-0' 1314" A WD / ST WD / ST 10/A712 9/A712 - 02 w Cn A10 SKI CLOSET 2'-6" T-0" 1314" A WD / ST WD / ST IOIA712 9/A712 - 07 Provide weather stripping B102 SKI CLOSET 2'-6" 7'-0" 1314" A WD I ST WD / ST 10/A712 91A712 - 07 V Z A10 ENTRY A SIDE LITES 6'-21/2" B' 0" 2114" C WD 1ST WD / ST 3/A712 2/A712 S/A531 - 01 Arched top V-0° wide door. B1 ENTRY Y-V 8'-0" 21/4" C1 WD I ST WD / ST 3JA712 2IA712 8/A531 - 01 Arched top door. ^w 0 A103 CLOSET Pr. 1'-6" T-0" 1314" A WD / ST WD / ST IOfA712 9/A712 - 03 B103B ENTRY Pr. 1',6" T-0" 13/4" A WD I ST WD / ST 101A712 9/A712 03 A103C DUMBWAITER - - HMI PT HM / PT - 8JA712 - 90 04 Refer to Tunnel Construction Package B104A UTILITY 2'-4" T4 " 13/4" A WD 1ST WD / ST 1OIA712 9/A712 - 06 A1030 DUMBWAITER 2 VERIFY 20 13/4" E WD / ST WD / ST 81A712 Door to Conceal Rated Metal Door B104B DUMBWAITER - - HM Fr HM / PT - - - 90 04 Refer to Tunnel Construction Package A104A POWDER 74" 7'4 " 1314" A WD 1ST WD I ST 1111A712 91A712 - 02 A103C DUMBWAITER VERIFY 2'-8" 13/4" . E WD I ST WD I ST 8/A712 Door to Conceal Rated Metal Door k -A A107A DINING ROOM 5'-10" x 8'-2" (unit) B G / ST WD / ST 6IA712 7/A712 5/A532 - 05 Slider. B105A POWDER 2'-4 T 1314" A WD / ST WD / ST IOIA712 9/A712 - 02 A1i0A MASTER BEDROOM 748" T-0" 1314" A WD I ST WD / ST 1O/A712 9/A712 - 05 81108A DINING ROOM 5'-10" x 8'-2" (unit) B G / ST WD / ST 6JA712 7IA712 5/A532 - 05 Sliding patio doors. ,D&�M Al I 1A MASTER BATH 2'-4" 1"4 " 1314" A WD I ST - WD / ST 101A712 91A712 - 02 VAIL RESORTS A111B MASTER W.C. 2'-0" T-0" 1314" A WD / ST WD / ST 101A712 9/A712 - 02 BATH 3 2'-4" T-0" 1314" A WD / ST WD / ST 10JA712 9/A712 - 02 DEVELOPMENT Al 12A MASTER CLOSET 2'4" T40" 1314" A WD / ST WD / ST 10/A712 91A712 - 06 B203A BEDROOM 3 2'-8" T 4" 13/4" A WD I ST WD I ST 10/A712 91A712 - 02 COMPANY Al 13A UTILITY 2'-8" 7'-0° 1314" A WD / ST WD / ST 1OIA712 91A712 - 06 8203B BEDROOM 3 CLOSEI Pr. T-O" 7'-0" 1 We A WD / ST WD 1ST 10IA712 91A712 _ 08 BI-pass AVON, coIARADo ARCIffrWFOPRHCORD MASTER BEDROOM T-0" 1314" A WD / ST WD / ST 10/A712 91A712 02 A201 BEDROOM 3 2'-8" T4 ' 1314" A WD I ST WD / ST 10/A712 9/A712 - 02 B204B MASTER BEDROOM 4!-8" x T-2114" (unit) D G / ST WD / ST 6IA712 SIM 7IA712 5JA532 SIM - 10 French Inswing :I*ARCH!j A20 BATH 3 2'-4" T-0" 1314" A WD / ST WD / ST 10/A712 9IA712 02 B MASTER BATH 2'-4" T-W 13/4" A WD / ST WD / ST 10/A712 9/A712 - 02 ,� A202B BATH 3 W.C. 20 T-0" 13/4" A WD / ST WD / ST IDIA712 9/A712 - 09 Pocket door. 82058 MASTER W.C. 2'4" T4" 1314" A WD / ST WD / ST 10/A712 9/A712 02 De w' canrao CLOSET 3A 2'-3" T-V 1314" A WD I ST WD / ST 1OIA712 9/A712 - 06 B20 MASTER CLOSET 2'-4" T-0" 13J4" A WD 1ST WD I ST 10/A712 9/A712 - O6 MASTER DRUGNARCHD'ECr A203B CLOSET 38 2'-0" T-0° 13/4" A WD J ST WD / ST 10/A712 9/A712 - 02 NOTES: HART HOWERTON BEDROOM 4 2'-8" T-0" 1314" A WD / ST WD 1ST 10/A712 9/A712 - 06 1. FINISHES: Refer Specification Section 08710. NEwYORIS Newrowc A205A CLOSET 4A 2'4" T-O" 1314" A WD / ST WD / ST 10/A712 9/A712 - 06 2. Palo Doors have been scheduled and coordinated accardkng to "Eagle" specific details. If another manufacturer is selected pation door sbw may require adjushnerds. STRUCTUHAi.ENGINEUR NONROE& NEV EM HNGINEEFL%INC A205B CLOSET 4B 7-4" T-0" 1314" A WD / ST WD / ST IOIA712 91A712 - 06 AVON `a OxADO MECIMNICALEIRCMCALENGINERR A RBATH 4 24" T-0 1314" A WD 1ST WD I ST 10/A712 9IA712 02 I ADO A206B BATH 4 W.C. 2'-W T-0" 1314" A WD I ST WD I ST 10/A712 9/A712 - 02 CTMENG DOOR MATERIAL LEGEND A1PWEENG IK" GENERAL NOTES PROJBCTNUMBER: 20900.00 MATERIAL FINISH REMARKS 1 . See Building Elevations for operator indications, HM HOLLOW METAL PT PAINTED RE: ID ISSUE REVISION DATE 2 . Provide Tempered Safety Glazing where required by code . Door Type Elevations on this sheet indicate glazing that WD WOOD ST STAINED RE: ID 04 CONSrpoc shall be tempered with the symbol T " FORPERMrr 07.23.04 G ALUM. CLAD WOOD ST STAINED RE: ID W/FULL LITE GLASS 06 CONSTDOC FOR PERMrr 08.13.04 ® 2x6 WOW TRIM , /' BLDG. 2/cONST. 09.02.04 V-GROOVE A BLDG. 3/coNST. 09.24.04 INSUL. DG. 4/cONST. 10.11.04 SEE ID WOOD GLASS 09 BL DRAWINGS PEEPHOLE FOR DOOR MESQUITE WOOD „ 1 „ BLDG. 5/CONST. SPECIFICATIONS `J TYP 2 1A-6A/77A/8A%A/10A/11504 SEE WINDO SCHEDULE FINAL CONST 01.03.05 J I L �P ORRECITO S 04.07.05 o W CVO QADDENDUM 5 05.16.05 w tOi7 t li tJ w LLI ; o w eo T o ' N F— T w 54 „ 3 „ 1 VERIFY TYPE C (WITH SIDELIGHTS & T T NOTE: INCLUDE FRAME WEATHERSTRIPPI T O) PEEPHOLE DOOR) & STONE N TYPE C1 (WITH HALFLITE GLAZING) DOOR THRESHOLD SCHEDULE RESIDENCES 3'-0” ( SEE SCHEDULE L � -0” 3'-0" �. SEE SCHEDULE 3 11 V-010 A71I.dwg DOOR TYPE A DOOR TYPE B DOOR TYPE C DOOR TYPE C1 DOOR TYPE D DOOR TYPE E WpPOOR SECTION DETAIL A71 1 © 2004 42140 ARCHITECTURE, INC. �Q�� QF WEATHER-RESISTANT BARRIER C ol A � 3/4" STUCCO SYSTEM `� WOOD SIDING, SIM DTI) E. RA I AL DRIP SCREED JGt? 0 ' [�MTL FLASHING W/ 112" HEMMED EDGE AND 6" \ EXTENSION UNDER WEATHER- " S , r, El , `ax EXTERIOR WALL RESISTANT BARRIER 3/4 STUCCO SYSTEM �i SEE WALL TYPES SHEET 3/4" STUCCO SYSTEM 2X8 FIR HEAD WEATHER-RESISTANT BARRIER TRIM SET FLUSH � 2x10 WOOD TRIM � W/ FIR EXTENSION WRAP WEATHER-RESISTANT BARRIER 3 STUCCO WALLS, AND ADZED IN OVER FRAME�� 3x10 WOOD TRIM SEE WALL TYPES SHEET 2X8 PLACE TO APPEAR 3x10 WOOD © Cl) FIR HEAD ® WOOD SIDING WALLS AS SOLID TIMBER �-- 2x8 WOOD TRIM HEAD TRIM TRIM SET FLUSH / W/ FIR EXTENSION AND ADZED IN ® Z PLACE APPEAR O AS SOLID ID 1 TIMBER � A a A >4 1x4 WOOD TRIM o (n ,.o ® 2x DOOR FRAME 2x DOOR FRAME W o ® � o FIR EXTENSION SEALANT & BACKER ROD / � II a SLIDING DOOR SYSTEM FIR EXTENSION V® � A W 7 SLIDING DOOR HEAD CLOSET DOOR HEAD @ ENTRY _PORCH FRONT ENTRY DOOR HEAD A A_DT_64.dw V g 3° = 1 �-0" A DT-R1."g 3 3" - l '-o" A-DT-37.dwg Z O O r I1� 3 GYP. WALL BRD/4" STUCCO SYSTEM � WEATHER—RESISTANT BARRIER � l RADIUSED BEAD Q SEE WALL TYPES SHEET STONE SILL BELOW 2x WOOD FRAME owNHR/nHVacoLSR 2x6 WOOD TRIM VAIL ' SORTS woo0 DEVELOPMENT GW8 CLAD WINDOW/DOOR SYSTEM WOOD EXTENSION EXTENSION GWB ( COMPANY SEALANT & BACKER ROD AVON, COLORADO ARGHPfECT OFRE(:ORD SEE WALL TYPES SHEET 2x DOOR FRAME 3X8THAND ADZED 3X8 HAND ADZED FIR HEAD TRIM ® 1p*ARCW� I Dam m, CdoredD 1 I MASIHRPLAMJRR DERGN ARCUMCP 2x6 WOOD TRIM L- - - - - - - - - - 2x WOOD TRIM I SEALANT & HARTIHOWERTON BACKER ROD TaHwroalc,NHwmntc SEE WALL TYPES SHEET WEATHER—RESISTANT BARRIER 2x DOOR FRAME sI1AVON, AT.HNGDO MONROHd�NHCVFdLHNGRVHeRS,INC WOOD EXTENSION 3/4" STUCCO SYSTEM AvLRILE nxdno ..�r,_vAN rAr HIE(.'IRICALPNCINE®t M-EM4GD(0M%INC CORNER BEAD STONE SILL BELOW AVON.COTORADO CIVH.HNGINM STONE SILL BELOW ALPiNBMWANEERING.ING VAU,COLORADO g DOOR HEAD TYP " 6 SLIDIN_ G D_ OOR JAMB CLOSET DOOR JAMB @ ENTRY PORCH @)W OR JAMB @ ENTRY UNIT A A PROJECrNUMBER 20900.00 3 - 1 I 0" A-DT-63.tlwg 3 = 1 �-0" A-DT-62Awg 3 = 1 -D" A-DT-42.dwg i '-0" A-DT-46.dwg ISSUE REVISION DATE 06 CONST DOC AFOR PERMIT 08.13.04 GWB 1y4 " RADIUSED CORNER BEAD A BLDG. 2/CONST. 09.02.04 INTO 1 1 /4" JAMB 08 BLDG. 3/CONST. 09.24.04 RADIUSED BEAD GWB 09 BLDG. 4/CONST. 10.11.04 WOOD EXTENSION 10 BLDG. S/CONST. 10.25.04 ty4" RADIUSED CORNER BEAD /�6A/7A/8A W10A/11 INTO 1 1/4" JAMB © I 1 1/4" JAMB FINAL CONST 01.03.05 7/8 GWB I Q 2x DOOR FRAME 6 ADDENDUM 5 05.16.05 SEE WALL TYPES SHEET 2 Q 1 1 1 /4" JAMB 1x6 WOOD TRIM 2x WOOD 6 DOOR FRAME I "3PC" BASE TRIM CORNER (BELOW) 2x WOOD TRIM 3/4" BASE TRIM DOUBLE DOORS (BELOW) 2x6 WOOD TRIM SHOWN IN OPEN DOOR TYPES "3PC" BASE TRIM CORNER POSITION DETAILS (BELOW) 3/4" STUCCO SYSTEM RESIDENCES 314" BASE TRIM (BELOW) DUMBWAITER DOOR JAMB DOOR JAMB @ENTRY ( UNIT B ) 9 N RI OOR JAMB . TYP . 3" _ , D-D., A-DT-Oib.dwg A-DT-]B.dwg 1 3" _ , �3" = 1 '-0" A-DT-76Adw9 A712 © 2004 42140 ARCHITECTURE, INC. 2'-4" 08 0-80 LO JE —1L AL LLJ I l .. E E E ~; 00 30 LD Fill] C4 T.O. PLYWOOD SUBFLOOR O— — — — — _ — — — — — — — _ W a TYPE A TYPE B TYPE C TYPE D TYPE E TYPE F TYPE G TYPE H TYPE 1 A o W � � � o 10'-4° 0 A U N UzI wo 8' D" a 08 OS O 3r-30 L It 4'-8" I o oN N M i I N I I � N i OWNWDHVPIOPER VAIL RESORTS io I m Zo io i DEVELOPMENT I I Q T T -a) COMPANY JL d AVON, COLORADO L� T E E E E ARCmTECTOFRECORD —L ; N "� I ARCNREGTW N N N V T.O. PLYWOOD SUBFLOOR Demrer, Cobedo Ir n DERIGNAACUrrIBCf TYPE J TYPE K TYPE L TYPE M TYPE N TYPE 0 TYPE P HARTIHOWERRK TON ANEWYOMNEVIYO MUCTURALENGR]&i& WINDOW SCHEDULE — UNIT TYPE A NRD AVON OLQRADO Prc FRAME S12E ROUGH OPENING WAD R.O. HT. ABOVE nmCRANICALELECDUCALENCDOM TYPE WIDTH x HEIGHT WIDTH x HEIGHT PLY 0. SUBFLOOR NOTES MsENGLNPFBS,LNc AVON, COLORADO A (2) 2 -8" x 5-6° 5'-4 1/2" x5'-6 1/2° 8'-3 1/2" CIVQ.ENGDaPB Al2MIR ENGDOERING,LNC. B 2'-4• x 4'-6" 2'-4 112` x 4!-6 1/2" 8'-3 1/2" VAE, COLORADO C (2) 2•—B" x 4-0" 5`-41/20 x 4'-0 1/2' Y-4 314" D (2) f-8' x 5-6" 3'-4 1/20 x 5-6 1/20 8 -31/Z' PROJECT NUMBER 20900.00 E (2) 7-4" x 4'-6" 4'-8 1/2" x 4'-6 112" 8'-1 1/2" ISSUE REVISION DATE F (2) 2'—O" x 5'-6` 4'-0 1/2° x 5-6 1/2" W-3 1/7 06 CONST DOC " . G (2) 2'-4" x 5'-6" 4'-8 1/2° x 5'-6 1/2" 8'-3 1/2` FOR PERMIT 08.13. 10'-4 4. 8 08 H (2) 2'-4" x 4'-0" 4'-8 1/2" x 4'-0 1/2" 7'-9 112' BLDG. 3/CONST. 09.24.04 1 2'1 x 5'-6" 7-2 112" x 5-6 1/2" 8'-3 1/2" SEE ENLARGED PLAN 2/A511 Qg BI1Xx. 4/CONST. 10.11.04 J 3'-3' x 5-6" 3'-3 1/2° x 5-6 1/2" 8'-3 1/2" SEE ENLARGED PLAN 2/A511 j 10 BLDG, 5/CONST. 1025.04 Ll N K (2) 7-4" V 3'-6" 4'-8 1/2° x 3'-6 1/2° T-4 314° 6A/7A/8A/9A/1OA/11 Ll El 10'-4" S -113 " - I° x 6'-6 '- i/2" x 5' 8 1/2" -3 t/2`2 FINAL CONST 01.03.05 M 9'1 x 6'-6" 9'-0 i/2 x 6'-6 1/2" 9'-3 1/2` is ADDENDUM 5 05.16.05 N 4'-8' x 5-6" 4'-8 1/2" x 5-6 1/2" W-3 112` 0 5 -4° x 2'-0" W-4 1/2° x 7'-6 1/20 10'1 112• (2) 7-8' x 5-6' NO O OB P 7-8` x 5'-0" / 5"-0" x 5-0" / 7-8° x 5-0" 10'-4 1/20 x 5'-0 1/2" 15-7° TRANSOM I c0 _ N i0 M I N Pl 2'-8' x 7-8 1/4" / 5—D° x 2'-8 1/4•/ 2'-8° x 7-8 114 10'-4 1/2" x 7-8 3/4" 13'-3 1/4• TRANSOM I M Q 2'-80 x 6'-6" / 5'-0' x 6'-6" / 2'—B" x 6'—V 10'-4 1/2' x 6'-6 1/2" 10'-3 112• I I I I 0 0 0 0 2'1 x f-8' / 5'1 x 1'—B" / 2'-8° x 1'-8" I 'bo —8"R 4' x 7-8 1/4 4'-8 112' x 2'-8 3/4° i3'-3 1/4° TRANSOM Imo' S 4'-8" x 6'-6' 4'-8 1/2° x 8'-2 1/2" 10'-31/2• T 4" —9" 6'—D 1 4° x 1'-9 1 2" 10'-3 1 2" TRANSOM / / / coved. munthl di nment w door below) TT T.O. PLYWOOD SUBFLOOR 1. See Nom WINDOW SCHEDULE i. See Building Elevations for operator indicaFans. — — — — — — — — — 2. Provide Tempered Safety Glazing where required by code. Window Elevations on this sheet indicate glazing that shall be tempered with the symbol " T • UNIT TYPE A 3. Provide Emergency Egress Window Units where required by code. Window Elevations on this sheet indicate units that shag be egress with the symbol " E ° TYPE P1 TYPE Q TYPE R TYPES TYPE T A751 U'll UNIT TYPE A - WINDOW SCHEDULE & ELEV . 3/8" = 1 '-0" Al-WYIDSCH."i; I © 2004 4240 ARCHITECTURE, INC. pf CO(p9 2'-2" 3'-3" A A 4'-8" ® COO.)�� q�0 Q E. RAN L " 5'-4 2'-0" 1 JOHN N AL N I - I I I L:]]] I ::I[- A_ a IS N v-> It re) 10 «, ca 00 E ' Co �r °° I � w O T.O. PLYWOOD SUBFLOOR )mj — — — — — — — — — — — — — — A >4 TYPE AA TYPE BB TYPE CC TYPE DD TYPE EE TYPE FF TYPE GG TYPE HH TYPE II TYPE JJ (f A w � o ll PP1 " ` V A 4•-8" A 3'-61/2" ZZ t u N 4,-8, A N 7'-8" A O O 2,-0, F[Tlsl'� —1L 1E :1E cN N 0 " � - N � N N N OWN�I/DHVR[APER i7 i0 I i m rn M i+� M VAIL RESORTS 00 o ® DEVELOPMENT IS a COMPANY E E T AVON, COLORADO ARCM1RC170PRECORD (V N N N N I T.O. PLYWOOD SUBFLOOR QQ1 `V N �ncrLRaE Sir -- — — — — I — — — — — _ -_ _ — — — — — — Denier. Colorado MASTER PLANIPM TYPE KK TYPE LL TYPE MM TYPE NN TYPE 00 TYPE PP TYPE QQ TYPE PP1 TYPE RR DESrGNAR TYPE QQ1 R11 T � HOWERTON YORK,NEW YORK STRUCIVRAI. ENGINEER MONROE&NEWELL ENGROMRS,INC WINDOW SCHEDULE — UNIT TYPE B AVON,COLORADO FRAME SIZE ROUGH OPENING HEAD R.O. HT. ABOVE MECNANICALELrrrstt•"L ENGINEER TYPE WIDTH x HEIGHT WIDTH x HEIGHT PLY WD. SUBFLOOR NOTES AVVON1 a LORADO AA 2'-2" x 5'-6" 29-2 1/2" x 5'-6 1/2" 8'-3 1/2" SEE ENLARGED PLAN 2/A511 CLNSILENGRGM ALPINE ENGII83EuNG,LNC , 86 3'-3" X- 5!—e 3'-3 1/2° x 5•-6 1/2" 89-3 112" SEE ENLARGED PLAN 2/A517 VAIL. COLORADO T-8" T- 1 " CC (2) 2'-8" x 4'-0° 5-4 112' x 4'-0 1/2" 1-4 3/4" PROJECT NUMBER 20900.00 DD (2) 2'-4' x 4'-60 4'-8 1/2" x 4'-6 1/2' 8'-1 1/2" -- —� ® EE 2'-0' x 2'-6" 2!-0 1/2" x Y-6 112" 7-3 1/2 ISSUE REVISION - DATE FF (2) 1'-8" x 5 -6° 3'-4 1/2" x 5-6 112' S•-3 1/2" 06 CONSTDOC 0 GG (3) 2'-4' x 5'-6° 7'-0 1/2" x 5'-6 1/2" 8'-3 1/2" FORPERMLT 08.13.04 HH (2) T-4' x 40-6" 4'-8 1/2" x 4'-6 1/20 8'-3 1/2" A BLDG. 2/CONST. 09.02.04 II (2) 2'-0' x T-6" 4'-0 1/2" x 56-6 1/2" 8'-31/2" ABLDG. 4/CONST. 10.11.04 7 — 1 ° JJ (2) 2'-4" x 5'-6" 4'—B 1/2' x 5'-6 112" 89-3 t/2" 10 BLDG, 5/CONST. 10.25.04 KK" 7-0" x 3•-6" T—O 1/2" x 3•-6 1/2' 70-4 3/4" ' VERIFY PRIVACY GAZING REQUIRMENTS W/ Q A- W7A/8A/9A/1OA/11 BUYER/ OWNER 1 LL (2) 2'—O" x 4'-6" 4'-0 1/2" x 4'-6 1/2" 7-4 3/4' FMALCONST 01.03.05 5' 0 11 MM (2) 2'-4" x 51-6" 4-8 1/2" x 5-6 1/2" 8•-3 1/2" is ADDENDUM 5 05.16.05 ao ' NN (3) 2'-6" x 6'-6" 7'-6 1/2" x 6'4 112" 9'-3 1/2" 00 (2) 2'-4" x 5'-6" 4'-8 1/2" x 5'-6 1/2" 8'-3 1/2" PP 4'—B" x 2'-8" 4•-8 1/2" x 2'-8 1/2" 13'-3" TRANSOM I OSS SIM . FROM N QQ 4'-8" x 6'-6" 4'-8 1/2" x 8•-2 1/2" 10'-3 1/2" UNIT TYPE A o (2) 2'-4" x 1'-8• N b ° RR 7•-8" x 6 -6" 7P-8 1/2" x 8'-2 1/2" 10-3 112" I rn 1 b iO SS 7'-8" x 5'-0" 7'-8 1/2" x 5'-0 112" 15'-7" TRANSOM TT Y-1" x 8'-2' 7'-1 ON x 8'-2 1/2" d UU 7'-1" x 5'-0" 7'-1 112" x 5'-0 1/2" 15-9 1/2• I T.O. PLYWOOD SUUFLOOR VV« • 1' 5'-0 1/2" x 1•-6 1/2" 8'-3' • PROVIDE OBSCURED GAZING (VERIFY W/ ARCHITEC A — Y Ir — — — — — — GENERAL NOTES: WINDOW SCHEDULE 1. See BuNdirlg Devotions for operator ndlcaCxlns. UNIT TYPE B TYPE SS TYPE TT TYPE UU TYPE W 2. Provide Tempered Safety Glazing where required by code. Window Elevations on this sleet indicate glazing that shall be tempered with the symbol " T " 3. Provide Emergency Egress Window Units where required by code. Window Elevations on this sheet indicate units that shall be egress with the symbol " E A752 1 UNIT is—on Z TYPE B -- WINDOW SCHEDULE wN&HdwELEV . — - -- ©11" DIA, WOOD PLUG, 2004 42140 ARCHITECTURE, INC. .- QDARKENED (ANTIQUE) 234 � � Qf ��(jf� STAIN J'�, 3X10 W0. HEADER J WEATHER—RESISTANT BARRIER E. n" ' �I SEE 4/A532 FOR STONE T \. 3 4" STUCCO SYSTEM n VENEER SYSTEM /. +'`y / WEATHER-RESISTANT BARRIER SVI kk DRIP SCREED ' MTL FLASHING W/ 1 /2" HEMMED EDGE AND 6" EXTERIOR WALL EXTENSION UNDER WEATHER- �r SEE WALL TYPES SHEET RESISTANT BARRIER wi SEE WALL TYPES SHEET WEEP HOLES ® 12" O.C. 3x10 WOOD TRIM V Ey Q MTL FLASHING W/ 3/4" HEMMED EDGE AND 6" LI!1 }I x EXTENSION UNDER WEATHER- 2X8 FIR HEAD RESISTANT BARRIER TRIM SET FLUSH (� Y" D. (DING 2X8 FIR HEAD 6x10 WOOD TRIM W/ FIR EXTENSION A TRIM SET FLUSH AND ADZED IN ® ONE ENEER W/ FIR EXTENSION STL SHELF ANGLE (RE: STRUCT.) PLACE TO APPEAR i W fd 2X6 WD. TRIM AND ADZED IN — = AS SOLID TIMBER l�l C PLACE TO APPEAR r?W� AS SOLID TIMBER r ' rommm—m= emir 1 1 /2" 0 WOOD PLUG l�+rT,�1 W *�I (DRA D TRIM DARKENED (ANTIQUE) STAIN F/�+/~ ~' A-DT-21.dwp 1 1 /2" 0 WOOD PLUG ;4 DARKENED (ANTIQUE) STAIN FIR EXTENTION SEALANT & BACKER ROD [ GYP WALL BRD W/ RAD. CORNER FIR EXTENSION CLAD WINDOW SYSTEM v BEAD Q I SEALANT & BACKER ROD Q Q tit 1 1 CLAD WINDOW SYSTEM WOOD TRIM BEYOND I 'w� WOOD SILL EXTENSION 1y2" STONE VENEER BEYOND 0 CLAD WINDOW SYSTEM 6 WINDOW HEAD A-DT-Sl,dwp 3 WINDOW HEAD A DT 2 13 of V-081 3/4" STUCCO SYSTEM atoNER/DevmorBR WEATHER-RESISTANT BARRIER VAIL RESORTS SEE WALL TYPES SHEET DEVELOPMENT Q STONE SILL BELOW COMPANY WHERE OCCURS AVON, COLORADO ARCHTTECTOPRECORD 2x6 WOOD TRIM : A �,� CLAD WINDOW SYSTEM SEALANT & BACKER ROD Oa„„„ p SEALANT & BACKER ROD MASTER PLANNER DESIGN ARCHITECT HART HOWERTON 2x WOOD TRIM vomwwYosx S'IRDCITIRAL ENGNEflR MONROB @ NEW EIL RNGRIEERS,INC AVON,COLORADO MECHANICALBXECTRICALBNGE'SER M-BENGMEERS,INC AVON,COLORADO _ CIMMIG -11m ALPM ENGINERRNG,MC. VAII.,COIAHADO Q WOOD EXTENSION STONE SILL BELOW PROJECT NUMBER: 20900.00 WEATHER-RESISTANT BARRIER 3/4" STUCCO SYSTEM SEE DETAIL 5/A753 Q ISSUE REVISION DATE 06 CONST DOC 3x FIR SILL 1y2" SEE WALL TYPES SHEET EXTENSION FOR PERMIT 08.13.04 oL� BLDG. 2/CONST. 09.OZ04 WINDOW JAMB ® ENTRY WINDOW JAMB ® U�2 WIN DOW JAMB ABLDG, 3/CONST. 09.24.04 3n = " A-DT-46.dwg 3" _ � -D^ A-DT-5R.drg 3" - 'Oa A-DT-5&dwg QBLDG. 4/CONST. 10.11.04 CLAD WINDOW SYSTEM ]0 BLDG. S/CONST. 10.25.04 CLAD WINDOW SYSTEM Z _W7A/8A/9A/]OA/11 A I CORNER BEAD BEYOND _ 1 I CLAD WINDOW SYSTEM 16 ADDENDUM 5 0516.05 SEALANT & QKER ROD SEALANT & BACKER ROD 3x SOLID FIR 3" THICK 3x SOLID FIR 3" THICK A 3x SOLID FIR SEALANT & BACKER ROD EXTENSION - STONE SILL x ADZED FOR EXTENSION a STONE SILL EXTENSION DISTRESSED DISTR FOR ADZED FOR �� ESSED DISTRESSED TIMBER DISTR WOOD TRIM APPEARANCE TIMBER TIMBER APPEARANCE APPEARANCE OD x Lo t FLEXIBLE FLASHING ON TOP �-- WEEP HOLES 0 12" O.C. (TYP.) WEEP HOLES 0 12" O.C. (TYP.) OF MTL FLASHING TURNED FLEXIBLE FLASHING WRAPPED I t 1 VERTICAL ® JAMBS TO FLEXIBLE FLASHING UNDER WINDOW & TURNED SEE WALL TYPES SHEET UNDERWINDOW & TURNED CREATE ND DAMS (TYP,) E Q VERTICAL 0 JAMBS TO CREATE VERTICAL ® JAMBS TO CREATE MTL FLASHING W/ 1 /2" 1 END DAMS (TYP.) / HEMMED EDGE AND 6" 3" HIGH DENSITY SPRAY END DAMS (TYP.) SEE 4/A532 FOR STONE [ I � � SEE 4/A532 FOR STONE Q FLASHING N UNDER FLEXIBLE WINDOW VENEER SYSTEM POLYURETHANE FOAM � I (R-7" / INCH) � �. VENEER SYSTEM 3/4" STUCCO SYSTEM ® DETAILS SEE WALL TYPES SHEET WEATHER—RESISTANT BARRIER i ® WOOD SIDING SYSTEM RESIDENCES WEATHER—R R N BEHI D�MTLA FLA HING R WINDOW SILL _ WINDOW SILL A753 WINDOW SILL 7 3" = 1v-0" A-DT-52.cwg 3" = I �-0" A-DT-53.dwg ` -� / 3" = 1 '-0° A-DT-22.dwg Q 2004 42140 ARCHITECTURE, INC. O1 G v WOOD TOP RAIL TYP.1y2 ® 4Y4" W WROUGHT IRON A V BALUSTERS AND TOP & BOTTOM RAILS p (BE: I.D_ SPECS) _ I O � ® wa " " © Q �WD' 0 a NEWELL POST W/ Q � H A RECESSED PANELS, / W SHOWN J 1 " WD, BASE Q O L CEILING * TIMBERS " o (RE: INTERIORS) (RE: UPPR• 1 HALL 4 DIA. SPHERE I a ICAL W H LEVEL R.C.P.) . Am> SHALL NOT PASS "' O OVERNAMGSE THROUGH OPENING P . ♦ FCC , WOOD TOP RAIL � O 6" DIA. SPHERE o W/ WROUGHT IRON ` V SHALL NOT PASS ® BALUSTERS BELOW THROUGH OPENING W ro WOOD S W/ 1 " BULLNOSE WOOD TREADS, NOSING EXTENSION, TYP- r , C1� TYP. 0 W O UPPER LEVEL EL 10'-4" T.O. PLYWOOD SUBFLOOR A WOOD SKIRT UP BOARD 5i"X51" WOOD F� NEWELL POSTS, A A U$TERS ® A TYP. A O NOT SHOW I " FOR C ITY WOOD BASE (RE: INTERIORS) A w rn BALUSTERS 4/A812 I` NOT SHOWN otvNER/nEVEtvPER Fo FOR CLARITY a WOOD RISERS, VAIL RESORTS LL- E` MAIN 6 DN. `` > ENTRY � MAIN ENTRY DEVELOPMENT BALUSTERS R-j E:PLANS COMPANY LIVING o NOT SHOWN AVON COLORADO ROOM f 1 FOR CLARITY IS 0 L ' 7 ARCarrEC:roruEwRD A10➢ - OPEN/ - - I/ I*ARCHI:W © NEWELL POST DETAIL _ UNIT A STAIR PLAN — MAIN LEVEL A K DASHED .LINES OF - `t / , %WELL= t '-o" 7GCD7—SKAw9 � t 2 = t '-0" AfP02.dwy NEWELL POST & BALU �J " " oenv , comaao RAILINGS IN N OWN e. FOREGROUND - - CLARITY 8'—O" A WD. SKIRT BD.. A A „ FAMILY ROOM ntAStnnnLtNxaR A4 —O" 4'-0 ® DESIGN ARCHDFLT MAIN LEVEL HART HOWERTON EL 0'-0" 5 ® NEWYOMNEWYORK ® A811 d 5 A 4 ( A w A911 A871 A MONROOE! EWEM MENGDJEER au - - ef• I AVON, COiARAD0 MOCHANICAL ELEC7gICAL 1IIiGINEER - - - M-EENGINSHLS,AIC / �" AVON.COIARADO - Al _ CIVILENGINEtR N A Q 1" AIXiNE tsTiGINIs�tING,ING VAIL,COLORADO N ti to PROJECT NUMBER 20900.00 kk.11 1 WD. BASE a I g STAIR SUPPORT 0 U) D (RE- INTERIORS) (RE STRUC. ISSUE REVISION DAM 0 LOWER 1i: p p Q Z ENTRY 06 CONSTDOC A U. FAMILY . L) p M M F- U DASHED LINE FOR PERMIT 0&13.04 ROOM d W OF RISERS Q ABOVE gam, 2/CONST. 09.02.04 ® N Q 1 Q F a oe BLDG. 3/CONS'T. 09.24.04 ABALUSTERS DOOR TO \ 1 T . SHOWN STORAGE ® 09 BLDG. 4/CONST. 10.11.04 FO LARITY iD I r (n io ® 10 BIAG. 5/CONST. 1025.04 STORAGE N ® too A FLEX SPACE � 6A/7A/8A/9A/l0A/11 Li (n A WD, B E A A (RE: TERIORS) ao c 1 ^ A A FINALCONST 01.03.05 ® DASHED LINES OF A 4/ 23�¢" tz A WD. BASE ADDENDUM 1 01.12.05 RAILINGS (RE: INTERIORS) GS ST & - yyp 3' 9 4" 4'-O" N t3 ADDENDUM 2 01.19.05 FOREGROUND PLAN RECIW GARAGE LEVE NOTE: CORRECTIONS 04.07.05 EL = - 12'-0 ALIGN TOP OF STAIR ' UP to ADDENDUM 5 05.16.05 / FRAME WALL WITH A STONE DN. ' A CRAWL LOWER ENTRY STORAGE SPACE T RE: PLANS STONE UNFINISHED Auto HALL Rte. PLANS UNITS A & B STAIR PLANS, SECTIONS AND DETAIL is is STAIR SECTION — UNIT A 3 UNIT o A STAIR PLAN - UPPER LEVEdL 1 UNIT A STAIR PLAN — GARAGE LEVEL A81 1 5 I �2^ A—DT—STAIR—REVA"g A © 2004 42140 ARCHITECTURE, INC. OF Cpj�9 \ \\ WD. NEWELL POST I BEYOND — — E. RANT L JOHN v of A I d POS 4 y4 r ?r� WROUGHT IRON TOP �Q, 5 & BTTM. RAILS & BALUSTERS (RE: I.D. SPECS.) 12 A812 J t1ti6\\ IL zo FILING TIMBERS I a (RE: UPPR. WOOD TREAD W/ 1 " 1I RUC.) LEVEL R.C.P.) BULLNOSE NOSING (RE: ST H `� EXTENSION, A 0 TYP. ETA H P XOOSTS WOOD NEWELL I HALL A WOOD TOP RAIL W/ BALUSTERS WROUGHT IRON BALUSTERS V /1 NOT SHOWN BELOW "Mir F� FOR CLARITY IWO I � WOOD TREADS, > UPPR. LVL. EL = =I 1 /2" F TYP. f-L T.O. PLYWD. SUB ----- -- - -- -- -- — — -- — o' V z WOOD TIMBER SKIRT BD. I UP A ~ BALUSTERS COLUMN 1 1, OT SHOWN (RE: STRUC.) O V) FO CLARITY — — — — R V O1 DW LZ 4 o O MAIN ENTRY LZ _H RE EN ' owr�vDEVEMPEA > FACE OF GYP. BD. �? WD. SKIRT BD. BALUSTERS ® GARAGE LEVEL WD. BASE 1 „ (RE INTERIORS) DEVELOPMENT NOT SHOWN a ut FOR CLARI COMPANY o I AVON, COLORADO w ° SLOPING CLG. I ARCHMIRCTCFRECORD L F (WHERE OCCURS) I . PrA n g 4jA812 (DETAIL UNIT B STAIR PLAN MAIN LEVEL ARCHtR� t _ )X1 ,_0„ _ _- �+ J 1/2" = i '-o" MM2A.ro Denver, Cahaftu MAIN LEVEL n-sm-oi .a+a �/ EL = 0'-0" I I I Q wtsrERPinNNER I DMC7N ARCNILECPECC V I I I I g•-O» HART I HOWERTON DOOR NEWYORK,NEWYORK (RE: PLANS) 5 BALUSTER I 1A T SHOWN MONROEac swsc EN naEMINC 12 AVON, CowRADo 0 LARITY I A 5 5'-By2" TL NECeu1Nt sEN w�c cEmr$ W A I A812 /\ AvoN,COwRADo AtaRQEtl%CoL Rtmo,txc ILL: I �. I 0 VAII,COIARADO 1 — — o DASHED LINE D ..-t ~ v n — ABOVE LINE PROJECT NUMBER 20900.00 OF W/D CLST. OF RISERS BEYOND N D — — — - \\\ ti 4 > w = — — A A — - ISSUE REVISION DATE o WAILS/ FLOOR = STAIR SUPPORT it - � I iq I FINISHED I N w — M EDGE OF FLOOR " ?� (RE: STRUC.) 06 CONSTDOC 4'-0 I FOR PERMIT 08.13.04 'a- WOOD TOP RAIL _ I A BLDG. 2/CONST. 09.02.04 �� I" o ® STAG. 3/CONST. 09.24.04 S n r — — — — Q 09 BIAG. 4/CONST. 10.11.04 — 10 BLDG. S/CONST. 10.25.04 — — A-6A/7A/8A/9A/I0A/11 FINAL CONST 01,03.05 GARAGE LEVEL — d tz ADDENDUM 1 01,12.05 I _ Y EL = - 12'-0" - - - ® — — I is ADDENDUM 2 01.19.05 r tE ADDENDUM 5 05.16.05 _ t6 © WOOD TREADS, T� �i — ,� 2y1/4�» CRAWL 3' 4" �2» SPACE OPEN TO BELOW rt DN. — 1 STONE UP Q ma Q (R: BNTERIORS) UNITS A & B ° 4R�S I STAI R 1E 11-11 I-111-1 11-1 11=1 I LEI I I-1111 i t-1 I I-1 I FE I I 1 11=1 11=1 1=1 I I-1 11- in ~ i 1=1 11=1 I I-! 11=1 I I-1 11=1 11=1 I hI I I=1 11=1 11=1 11=1 11- =1 I I=1 11=1 I I-II [ El 11=I I °� A PLANS & DETAILS -III-III=1 i 1-111=III-1 I I-III-I I !-III-III=1 I ICI I I=1 I I III—III—III—III—III— LOWER ENTRY _ _ _ _ _ _ _ _ _ I WD. BASE RE: PLANS I —1 (RE:III— III—III—III—III—III— III—III III—III—III III —III—III —III—III—I I ( (RE: INTERIORS) STAIR ELEVATION - UNIT B UNIT B STAIR PLAN - UPPER LEVEL UNIT B STAIR PLAN - GARAGE LEVEL A812 1 /2" - 1 ,-0„ --- Zscof.a»v i /2" = t '-0" arnoa.awe A 1/2» 1 •_0,• arPOt.a"y 2HR SHAFT WALL 2HR SHAFT WALL " RE. P/A611 08 RE. P/A611 08 2'-3y2" 44 © 2004 42140 ARCHITECTURE, INC. ` 16 CONCRETE DECK BEYOND CONCRETE DECK BEYOND 43/4" 16 RE. STRUCT. RE, STRUCT, 2 —3y2" � PROVIDE UL APPROVED PROVIDE UL APPROVED ° SEALANT AT 2HR-3HR SEALANT AT 2HR-3HR ° Ft {•. � L TRANSITION TRANSITION ° I IF O e s 1 G < I X I I l •> � -� 1 O X I I iv :^R ,- - - - - - - - - - - - - - - - I j I i IRE RATED DUMBWAITER CONCRETE DECK r < DOOR AND FRAME, RE. STRUCT. CONCRETE DECK I i RE: RESIDENTIAL PACKAGE r^ VJ RE. STRUCT. r rTl CONCRETE WALL < 3HR RATED WALL RE. STRUCT. RE. D/A601 ml r , is V E ' W 0 SHAFT WALL SECT . SHAFT WALL SECT . UNIT "7 — ENLARGED UNIT 15 — ENLARGED M � UNIT B UNIT B ) 1 " SCALE: , , /2" _ , '-o° 14 10 GARAGE LEVEL PLAN 6 GARAGE LEVEL PLAN SCALE: 1 1 /2 = 1 —0 SCALE: 1 /2" = 1 '—O" AFPGt , SCALE: i /2" = 1 '—o" AFPGI A 0 08 5B Vwl H tv 2HR SHAFT WALL 11 RE, P/A611 2•_33{" 23/4" 16 3 HR. RATED u ® 4 MAINo LEVEL ELEVATION W •� CONCRETE WALL ° A �r RE. STRUCT. PROVIDE UL APPROVED a W SEALANT AT 2HR-3HR a TRANSITION t o \ f ' � ' I X N 3HR RATED WALL — — — RE. D/A601 90 MIN . I RE 0 DUMBWAITER II II ! ! II I I DOOR D FRAME I I / I � r-, II II II Il ' - -- -- --� GWNBR/DBVII.OPSR SHAFT WALL PLAN DET UNIT 1 — ENLARGED I ) II II I ) 90 MIN. RE ED ACCESS DOOR vAU. xESORTS UNIT A ) GARAGE LEVEL PLAN DEVELOPMENT 15 SCALE: 1 , /2" _ , '-o" AFPG, 13 SCALE: 1 /2" _ , '-o" AFPCi II — I ) I M COMPANY I I i I AVON, COLORADO , �� „ II II II 11 6„ 2'-332" `r2 16 ARCtnxecroasmDRD „ 6.. I ! II A901 A901 1 � 53/4 ° e ° ° I I I I — ------_— _ • ARwrcTECHA1s I ( GARAGE LEVEL_ ELEVATION ' - 1/2° = 1 •-0° A-DT-01.dwg mmmaPLANNffit 2•_3312" Zw 16 0 — +^ — — a . DESIGN A�RCRRTHCr X i ' I HART I HOWERTON 9 N NHWYORK,N6WYOHK . I - > ' STRUCTURAT.ENGAI� 4' — - 4 I I - 4 ° - - .oG C O$ MONROE&NEWELL ENGINEERS.INC ° E O AVON.COIL)IADO ,r MRCHAMMELECMICAL@X.W� X 2'-7y2 AVO COLORADO c1vH.ENC>NtUx N a — 2 HR. SHAFT ® SIM DETL (UNIT B) It UNIT 9 — ENLARGED 3 HR. WALL I PROVIDE NECESSARY BLOCKING IN 9 GARAGE LEVEL PLAN a II II II II SHAFT WALLS FOR DUMBWAITER : YROIECTNCTMBBR 20900.00 RAIL ATTACHMENT, a SCALE: 1 /2 " = 1 '—O" AFPGI I ! I 11 RE: RESIDENTIAL PROJECT X ISSUE REVISION DATE SPECIFICATIONS FOR EQUIPMENT I tr-5�4" 2'- 'v2" 4;y4" 16 a II II ! II 11 DETAILS N 16 FORPERMTC 0723.04 �Jll 7 90 MIN . n �--`— _� a ! ! ! l I II II o5/o6 CONsrDOC 08.13.04 UNIT 3 — ENLARGED Z `n DUMBWAITER EQUIPMENT, -I ' - - -- RE: RESIDENTIAL PACKAGE 07 BLDG 2/CONS=. 09.02.04 1 D IRE RATED DOOR AND FRAME, GARAGE LEVEL PLAN Co RE: RESIDENTIAL PACKAGE 12 SCALE: i /2" = 1 '-o" AFPGi O II II I ! ! I 90 MIN. ®BIDG3/CONS=. 0924.04 I 9 0 MIN . I 11 I I o9 BLDG. a/coNST. 10.11.04 I I 90 MIN. `�) 1TYP MAIN LVL_ PLAN DTL . UNIT A 10 FINALCONST 10.25.04 I ( o II ( 1 II I �+ 1 /2" t'-o" A-Dr-026.dwg /�� SAT CONS= 01.03.05 I 11 ( I I II 11 [�6A/7A/6A/9A/IOA/11 I I N •D 16 43/" 2'-3Y2" 1 '-53/4" 6' 16 I — — O OS FINALCONST 01.03.05 + '/ 2y2" 2'-3�2 r 6" I ° 2'-7JZ' t6 ADDENDUM 5 05.16.05 - 4 uI n a e a 'LIU a a o A901 I—I I I—I I I—III III—III— III I ( I ' I I 1-1 I I I I . 6 < - - eo a _ v O O I 9 ( I I I—I I I—I I I-I I I—I I—I I I_�_I I [—I I (—III— a X o ° =I I II I I—I 11=1 I I=I I I I I_I--I 11=I I i=1 I I a p I I I=l 11=1 I I—I I IA I I N P WALL TYPE PER + _ i X - III—III—III—III—III—i I—I I —III—III— a s N I r I _ _ _ _ — I I—I I III—I I—I I I III=I I—III—III III -III-- -. III- III—III_ SHr. A611 =-I = — —► I I—► I I=I I�=I � l= �_ =I .ICI IV I I I I I—I I I—III III_--I l ° a =III=III=11 hI 11=11 I III DUMBWAITER — — — — — _ I I=I I=III—III a ° a �=—I]=I-II 11=+ (�—III=I I I—I a s I PLANS, SECTIONS, =III ( I I I=III=I 1=I I=I 1=III=I ° D � � ELEVATIONS & DETAILS I—III .—III—_I I � - III—III ) hI I . III III—III=_III—III—I A IRE RATED DOOR AND FRAME, —III -IIl-III^III—III—III— ° WALL TYPE PER TUNNEL I RE: DOOR SCHEDULE � I I-III-1 I I-1 I I-IIi-III I I CONSTRUC- SET/ SHT. A60 -1 i A901 UNIT 4 — ENLARGED UNIT 13 & 14 — ENLARGED 11 GARAGE - LEVEL PLAN $ GARAGE LEVEL PLAN 7 SECTION DETAIL UNIT B SECTION DETAIL UNIT A B SIM . ) 1 TYPE-o GARAGE LVL PLANS DTL . UNIT A I SCALE: 1 /2 1 —0 AFPGI SCALE: 1 /2 — 1 0 AFPG1 / 1 /2" 1 '-0" A901 .dwg J 1 /2" = t '-o" A-DT-10.dwg I NON—OPERABLE 12* MIN. @2004 42140 ARCHITECTURE, INC. WINDOW, TYP. RE: MFR. (RE: WINDOW SCHEDULE) COPPER ROOF 1 CAP—DESIGN VARIES I CHIMNEY LOCATION (RE: ROOF PLAN) VARIES (RE: ROJF I I A s --� FIREPLACE PLAN) VERIFY TERMINATION CAP I I HORIZONTAL VENT PIPE RE: MAN F. CHIMNEY LOCATION ROOF FRAMING I ( ABOVE I I VARIES (RE: ROOF I VARIES VARIES (RE: ROOF Q - '' CHIMNEY LOCATION I I I PLAN) (RE: STRUC.) SOFFIT ( I ® STONE VENEER, ABOVE I CONTROL BOX PLAN) I I TYP. (RE: R.C.P.) (RE: MFR.), I I ( ROOF FRAMING I I CONTROL BOX A ALIGN BTTM. W/ (� 1 I VARIES \ J SIDE WALLS TO (RE: MFR.), ® I TOP OF ADJ. WD. I ( I (RE: STRUC.) I / TAPER, TYP. ALIGN BTTM. W/ STONE VENEER, + BASE W 1 i (RE: INTERIORS) © TOP OF ADJ. WD. TYP. RE: " BASE A Ott: RE I I 1 ! ! I ® INTERIORS 1 '- 113/g" VENT TO I TERM 6" NOTE: I I + ENG. TRUSSES ® ROOF I W Q 1 ( VENTING CONDITION ( I (RE. STRUC.) I I Q. EQ NOTE: THIS VENT.I E EQ SHOWN DESCRIBES ATTIC BUILDING 1 ONLY. I I I / /� _ PROVIDE & H QI 1 ROUTING PATH VARIES - ! ( // / a r- - to z INSTALL W/ F \ COORDINATE W/ CHIMNEY / a `� `N / / M g STUD FRAMING r �T� \ LOCATION, ATTIC FRAMING / / KIT. I M !ter (d w C FLUE EXHAUST / 0 \ CONDITIONS & MFR. ( I r� I I PATH VARIES ,, ,,,,/// // °oJ ° ( AND CHIMNFXV 11 \ I ( ON ROOF I _ ° I f I I Q ATnc I I / / / a a�lI o f 5 I iD frl 1 1 FLUE PIPE: A I I / / �' S LO to 1� W MAINTAIN I I I I / / A905 W 05 I W P x I t REQUIRED I I f ( x I I x V CLEARANCES TO I < I a i COMBUSTIBLES ( I 0 PER MANUF. A I Arnc I I © © I © 1�1 O III 11 I II iI I I ii �;�=- iL � M L - � � � a 1 1 NOTE: SEE INTERIOR I I 1 I I !� — tO I 1 I DESIGN DRAWINGS FOR I I ! ! FAMILY ROOM I I I I I I MATERIALS AND I I I I I LIVING ROOM v DIMENSIONS NOT PROVIDED BY ARCH. II I I I I ► II I I II TAPERING ® SIDES I I ONLY I I UNIT A F . P . PLAN - MAIN LVL " UNIT A F . P ._ - PLAN - GARAGE- LVL . VAILRESORTS 1 1 1 I I I (RE: INTERIORS) I I ! I 4 i I I I 1/z^ = 1 '-0" AFP02.dwg �, , /z•' = t •_o^ AFP02.dwy DEVELOPMENT A ------F� -- ---- - - - - �i - - - - - - - - - - - - - - i I --- - - - - - - - vO PANY 1 1 I I I I I I I I GRID ARCRrfECr OF RECORD 1 1 I 11 I I I i - i i i GRID 1 I I 1 I I I I i I m * mI R� ® WALL LOCATION & ,� , , I I I ,* CONFIGURATION VARIES ® WALL LOCATION & I ,J CONFIGURATION VARIES ARCFRTKfURE R.O. FRAME I ! ' I I ® (RE PLANS) (RE: PLANS) Darvv dpado IMENSIONS PER i i 1 1 ENE VENEER, SIDE WALLS TO ® MASTER PLANNER ANUF. 1 1 3 TAPER, TYP. D1�s1GNAacIalBCCr GAS APPLIANCE I I 1 I I ® CONTROL BOX (RE: INTERIORS) CONTROL BOX 11 4111', IREPLACE / 1 I I 1 A415 (RE- MFR.), A — _ (RE: MFR.), HARTIHOWERTON i I I ALIGN BTTM. 1 '- 11;—;�� sTRE: INTERIORS ALIGN BTTM. W/ NswYOMNwroRK 1 ( 1 1 1 I I TOP OF ADJ. 7$^ A BASE ADJ. WD. 1 I ( BASE RAISED HEARTH STRUCTORALENGRaER 1 1 I I 1 I \EQLEQ. (RE: INTERIORS) ® ® STONE VENEER, I 1 '- 11%" 6" RE: INTERIORS '�OE&NE ELLENGIN .INC usm. 1 I I 1 VENT TO TYP. RAISED HEARTH 1 I I I I 1 — _ _ Un R ROOF (RE: INTERIORS) MECHANICAL INC VENT UP THRU AVON, COLORADO iD MAIN LEVEL z M I FIREPLACE CHASE Q. Q. AunusaNC�iNEERRVC,INC \ 1 I I 1 WOOD ANTEL — WOOD MANTEL vAD COLORADO 1 I I 1 = GARAGE LEVEL l I AB ¢ — 1 AB HORIZONTAL VE o 0 0 VENT PIPE ' E: INTERIORS) w 0 ?C%j PROJECP NUMBER 20900.00 TI EX 1 I I I ! x (VENT TO ROOF) I o i M TA RING ® SIDES WALL 11 1 I I 1 11 11 1 I I 1 a 1 I 4 0 I ISSUE REVISION DATE _ I 11A I ( 11 (RE I RIORS) \ I I I I 1 I T I 06 CONSTDOC a — iO A905 � a i o FOR PERMIT 08.13.04 ( I o ST04E FIREPLACE 0 10 I 5 ABLDG. 2/CONST. 09.02.04 1 1 1 (RE I TERIORS) j m 1 1 6 a A905 ! A I A 6 A BLDG. 3/CONST. 0924.04 I I I I I 1 I 905 I 905 CO BLDG. 4/CONSr. 10.11.04 � > I I I I I 10 BLDG. S/CONSr. 10.25.04 jjj M I NOTE: THIS UNIT ��/7A/8A/9A/IOA/11 1 I I 1 zF n I m _ � IS DIRECT VENT. FINALCONST 01.03.05 — J PROVIDE & FAYILY ROOM j 1 ' FAMR.Y ROOK INSTALL W/ 12 ADDENDUM 1 01.12.05 I I I STUD FRAML 1 LIVING ROOM FAMILY ROOM KIT. t3 ADDENDUM 2 01.19.05 1 a is ADDENDUM 5 05.16.05 1 INN Is ■ IRS mmm m pme �� CRAWL SPAOE ° ° ' CRAWL SPACE UNIT A UNII B UNIT B F . P . PLAN - GARAGE LVL . AFPO1.dwg i� id UNIT B F . P . PLAN - MAIN LVL . _ _ _ 1/29, t '—o^ AFPOS.dw, NOTES: UNITS A & B III—III=III III=1 I III=III—III III=( I I=11 (=III=III I i l _ - I I III l i l^III—III—I I I 1 . REFER TO INTERIORS FOR FIREPLACE FIREPLACE I--III-III-I I I I IA 1 :_1 I 1=1 I I-I I I-1 I I-1 11=1 11=1 I I_i III- I=1 I I-III 1 I I -111= 11= I-I 11-1 i 1 1 11=1 I I=111= III=III=III=III=I I I 1119 I I. I I I=111=1 I F=I I I=111=111=I I I=III=1 = I- I- 1=I I I=1 i !=I I I=1I FI I I=I I I A FINISHES , DETAILS & VERTICAL DIMENSIONS . PLANS & ELEVATION =1I I—III—I I1=111=1I I III—I I —I I1=1I I—I I1=111=111=111=111=111=1I I—I I1=111=1I I I I I1=111=111=111 11=1I 1=111=1I 1= DIAGRAM 2 . REFER TO MANUFACTURER 'S INSTALLATION MANUAL AND SPECIFICATIONS FOR FRAMING UNIT B F . P . VENT ' G DIAGRAM UNIT A VENT IG DIAGRAM UNIT B VENT ' G DIAGRAM DIMENSIONS , CLEARANCES , VENTING A905 6 3/e" _ , '-0" ,SCOS.dwy 5a 3/a" = 1 '_0° ISCOi.dwg 5b 3/8" = 1°-0" 1scol.dwg REQUIREMENTS , ETC . '� MECHANICALLEGEND © 2004 42140 ARCHITECTURE, INC. G6�-RA MEGF14FlICAL CONTRACT REQIIh'ZEMENTSr 21. DEFINITIONS p0 RE ( NOT ALL SYMBOLS LISTED BELOW ARE BEING USED IN THIS SET OF MECHANICAL DRAWINGS ) PI �/s L UNLESS OTHERWISE NOTED, THE WORK DESCRIBED ON 14. SUSPEND EACH TRADE'S WORK SEPARATELY FROM THE A THE DEFINITIONS OF DIVISION I AND THE V O,rPEL pAl�� aa9m THE PLANS AND $rlalcTUZE. DUCTWORK SHALL BE HELD TIGHT To GENERAL SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPTION • 0 0 & 0 SPECIFICATIONS SHALL INCLUDE THE FURNISHING AND y INSTALLATIONS ALL LABOR AND MATERIALS 5TRUCTIIRE EXCEPT WHERE OTHERWISE SHOWN- CONDITIONS OF THIS SPECIFICATION ALSO APPLY 3 NECESSARY FOR COMPLETE AND OPERATIONAL HVAC, 15, INSTALL ALL EQUIPMFJNt AND MATERIALS IN ACCORDANCE TO THE DIVISION B AND DIVISION Il CONTRACT. Y = v � FIRE PROTECTION AND PLUMBING SYSTEMS_ WITH MANUFACTURER'S RECOMMENDATIONS UNLESS B_ 'CONTRACT DOCUMENTS' CONSTITUTE THE HVAC: PIPING: PLUMBING EQUIPMENT � . CONTRACTOR SHALL FURN15H THESE EVEN IF ITEMS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL DRAWINGS, DIFFUSER- REQUIRED TO ACHIEVE THIS (I.E. OFFSETS, CODES OR REGULATIONS TAKE PRECEDENCE. SPECIFICATIONS, GENERAL CONDITIONS, PROJECT ® 4-WAY THROW (E�- EXISTING PIPING �] „ H I HOSE BIBS - ISOLATfON AND BALAICWG DEVICES, MAINTENANCE MANUALS, ETC., PREPARED BY ENGINEER (OR REFRIGERANT PT WH WALL HYDRANT N CLEARANCES, ETC.) ARE NOT SPECIFICALLY BHOUN. I6_ PROVIDE MANUFACTURER'S RECOMMENDED SERVICE OTHER DESIGN PROFE65IONAL IN ASSOCIATION DIFFUSER- RS RS Z� CLEARANCE ALL AROUND ALL EGNIFT'ENT sr=GRHRwG SAME. WITH ENGINEER) FOR CONTRACTOR'S BID OR SUCTION 2. DATA GIVEN ON THE DRAWINGS 15 As ACCURATE AS COULD CONTRACTORS NEGOTIATIONS WITH THE OWNER 3-WAY THROW SA SHOCK ARRESTER BE SECURED. 11. PROVIDE FOR SAFE CONDUCT OF THE WORK CAREFUL THE DIVISION B AND I'll DRAWINGS AND REFRIGERANT ABSOLUTE ACCURACY IS NOT GUARANTEED AND THE REMOVAL AND DISPOSITION OF MATERIALS AND PROTECTION FD FLOOR DRAIN CONTRACTOR SHALL OBTAIN AND VERIFY EXACT SPECIFICATIONS PREPARED BY THE ENGINEER 2-WAY L RL LIQUID OF PROPERTY WHICH IS ARE NOT CONSTRUCTION DOCUMENTS. "RHG RHG REFRIGERANT LOCATIONS, MEASUREMENTS, LEVELS, SPACE TO REMAIN UNDISTURBED_ } DIFFUSER- HOT GAS ® FS FLOOR SINK r REQUfREMENTS, POTENTIAL CONFLICTS WITH OTHER C_ 'CONSTRUCTION DOCUMENTS', 'CONSTRUCTION V J TRADES, ETC. AT THE SITE AND SHALL le. PROVIDE ACCESS DOORS FOR ALL EQUIPMENT, VALVES, DRAWINGS', AND LINEAR SLOT TEMPERED HOT �, SATISFACTORILY ADAPT HIS WORK TO THE ACTUAL CLEANOUTS, ACTUATORS AND CONTROLS WHICH REQUIRE SIMILAR TERMS FOR DIVISION 15 AND DIVISION � 2-WAY THROW 140' WATER: TEMP. 6� FCO CLEANOUT FLOOR w CONDITIONS OF THE JOB. ACCESS FOR ADJUSTMENT OR SERVICING AND WHICH 11 WORK REFER TO INSTALLATION DIAGRAMS, RETURN OR AS INDICATED ARE LOCATED M OTHERWISE UNACCESSI13LE LOCATIONS. SHOP DRAWINGS AND COORDINATION DRAWINGS WCO CLEANOUT WALL 3. THE DRAWINGS ARE DIAGRA?1SHOW IN NATURE AND PREPARED BY THE CONTRACTOR USING THE DESIGN EXHAUST AIR CW DOMESTIC �� SHALL Not BE SCALED• THEY SHOW CERTAIN PHYSICAL A FOR EQUIPMENT LOCATED IN 'ACCESSIBLE INTENT INDICATED ON THE ENGINEER'S CONTRACT GRILLE COLD WATER M METER: GAS (G) F- 1 RELATIONSHIPS WHICH MUST BE ESTABLISHED WITHIN LOCATIONS' SUCH AS DOCUMENTS. THESE SPECIFICATIONS DETAIL THE * DOMESTIC � O THE DIVISION 15 WOW AND Its INTERFACE WITH ® SUPPLY GRILLE HW HOT WATER OR WATER W wj a LAY-IN CEILINGS: LOCATE EQUIPMENT TO CONTRACTOR'S RESPONSIBILITY FOR ( ) w OTHER W10RIC. ESTABLISHING THIS RELATIONSHIP PROvIpE ADEQUATE SERVICE CLEARANCE FOR 9-NGINEERiNG BY CONTRACTOR' AND FOR RETURN OR * DOMESTIC HOT IN THE FIELD IS THE EXCLUSIVE RESPONSIBILITY NORMAL MAINTENANCE WITHOUT REMOVING PREPARATION OF CONSTRUCTION DOCUMENTS_ HWC WATER CIRCULATING P CIRC. PUMP OF THE CONTRACTOR THIS DIVISION SHALL ARCHITECTURAL, ELECTRICAL OR EXHAUST DUCT A COORDINATE ITS WORK WITH ALL DIVISIONS OF THE SANITARY WASTE STRUCTURAL. ELT-INTENTS SIGN AS THE CEILING. D. ON)' INDICATES 'NEW' EQUIPMENT TO BE PROVIDED ��SAH��� SAN 1 may WORK AND ADJUST ITS WORK AS REQUIRED BY THE SUPPORT SYSTEM, ELECTRICAL FIXTURE ABOVE FLOOR S, ETC. UNDER T1415 CONTRACT. JIL VTR PLUMBING VENT O ACTUAL CONDITIONS of THE PROJECT_ 'NORMAL MAINTENANCE' INCLUDES, BUT IS NOT SUPPLY DUCT SAN SANITARY WASTE I THRU ROOF A „� LIMITED To, FILTER CHANGING. GREASING OF SAN BELOW FLOOR A THE CONTRACTOR SHALL VISIT THE SITE BEFORE BEARINGS, USING P/T PORTS FOR E amr INDICATES 'EXISTING' EQUIPMENT ON SITE WHICH MAY STRAINER W/BLOW-OFF w SUBMITTING A 19MSOLM OR TEMPERATURE MEASUREMENTS, OR MAY NOT NEED TO SE RELOCATED AS A PART OF THIS WOIaIC STR BID to BECOME THOROUGHLY FAMILIAR WITH SERVICING coNrR01 VALVES AND SERVICING „ SUPPLY DUCT - - - -V- - -- - V SANITARY VENT VALVE & CAPPED THE ACTUAL CONDITIONS OF THE PROJECT. CONTROL PANELS_ F_ '(R)' INDICATES EXISTING EQUIPMENT TO BE RELOCATED AS DOWN HOSE-END CONNECTION �y .0 B. CERTAIN SYSTEMS REQUIRE ENGINEERING OF IS. INSTALLATION GUIDELINES: PART OF THIS WORK �`- ELBOW UP , TB THRUST BLOCK u INSTALLATION RETURN OR C ELBOW DOWN V A PIPE INSTALLATION- G. 'F1R415H' MEANS TO 'SUPPLY' AND USUALLY REFERS TO AN DETAILS BY CONTRACTOR UNLESS FULLY L ALL PIPING SHALL BE ADEQUATELY ITEM OF EQUIPMENT. ; ;' EXHAUST DUCT --�-- TEE UP 2" WBF 2" WASTE BELOW FLOOR w A DETAILED IN THE CONTRACT DOCUMENTS, SUCH ENGINEERING 15 THE EXCLUSIVE DING ST TURF TO PREVENT H *INSTALL' MEANS TO 'SET IN PLACE, CONNECT AND PLACE IN DOWN v TEE DOWN V VENT QI, RESPONSIBILITY OF THE CONTRACTOR SAGGING, POCKETING, SWAYING OR FULL OPERATIONAL ORDER'. 4" SBF 4" SAN BELOW FLOOR DISPLACEMENT BY MEANS OF HANGERS AND ROUND DUCT PIPE CAP OR G. IT I$ THE CONTRACTORS RESPONSIBILITY SUPPORTS. PIPING 15 NOT TO BE 1. 'PROVIDE' MEANS TO TAARNISH AND INSTALL'_ '. �, DOWN PLUG TO DETERMINE SUPPORTED BY EQUIPMENT. FIRE PREVENTION V Ei WHERE CLEARANCES ARE LIMITED, AND WHERE 2. PROVIDE DIELECTRIC UNIONS BETWEEN J. 'EQUIVALENT' MEANS 'MEETS THE SPECIFICATIONS OF THE -NAME)---- EXISTING PIPING 2: INSTALLATION DRAWINGS OR SCHEMATICS, DISSIMILAR REFERENCE PRODUCT OR ITEM IN ALL SIGNIFICANT ASPECTS.' 'CONSTRUCTION DRAWING$', OR COORDINATION MATERIALS. SIGNIFICANT ASPECTS SHALL BE AS DETERMINED BY THE ROUND DUCT EXISTING SPRINKLER [�] --- (NAME) ----- EXISTING PIPING HEAD TO REMAIN ^ O DRAWINGS MAYBE REQUIRED_ THE CONTRACTOR 3. PROVIDE MANUAL AIR VENTS AND ARCHITECT/ENCsINEER UP - -- _ J 1""I SHALL PREPARE ALL SUCH COORDINATION CAPPED H05E-END TO BE REMOVED EXISTING SPRINKLER 1/�y1 a DRAW -.4 AS PART OF THE BASE CONTRACT. DRAINS WITH ISOLATION VALVES AT -SA - SA SUPPLY AIR DUCT SUCH DRAWINGS MAY BE SUBMITTED TO THE PIPING HIGH AND LOW POINTS. K. 'WORK BY OTHERC5) DIVISIONS81 TE= DIVISION,' AND ---Gw1�- GW GREASE WASTE HEAD TO BE RELOCATED O ARCHITECT/ENGINEER FOR RECORD AND COMMENT 4_ WELD PIPE IN ACCORDANCE WITH SIMILAR EXPRESSIONS MEANS WORK TO BE PERFORMED UNDER --EA - EA EXHAUST AIR DUCT EXISTING SPRINKLER CAT THE CONTRACTOR'S OPTION) APPLICABLE CODES AND THE CONTRACT DOCUMENTS, BUT NOT NECESSARILY UNDER THE -OA- OA OUTSIDE AIR DUCT F FIRE HEAD TO NEW LOCATION y� STANDARDS_ WELDERS SHALL BE CERTIFIED FOR TYPE OF DIVISION OR SECTION OF THE WORK ON Wg4tC: I THE NOTE NEW SPRINKLER HEAD • y No EXTRAS WILL 13E ALLOWED DID TO LACK of WORK BEING PERFORMED. APPEARS. IT 1$ THE CONTRACTOR'S SOLE RESPONSIBILITY To -i2A- RA RETURN AIR DUCT G NATURAL GAS OA TO MATCH EXISTING \a/ KNOWLEDGE OF EXISTING CONDITIONS, 5, FLUSH OUT PIPING AND REMOVE CONTROL DEVICES BEFORE COORDINATE THE WORK OF THE CONTRACT BETWEEN HIS/HER -TA - TA TRANSFER AIR -MG- MG MED. PRESS. d. COORDINATE AND ADJUST ALL WORK B£TUIEEN TRADES PERFORMING PRESSURE TEST_ DO NOT USE PIPING SUPPLIERS, SUBCONTRACTORS AND EMPLOYEES. IF DUCT NATURAL GAS SYMBOLS AND EXISTING SYSTEM VALVES TO ISOLATE SECTIONS WHERE TtST CLARIFICATION IS REQUIRED, CONSULT ARCHITECT/ENGINEER BEFORE CONDITION$ W ORDER TO ACCOMPLISH A NEAT, PRESSURE EXCEEDS VALVE PRESSURE RATINGS. SUBMITTING BID. PRESSURIZE PIPING AT m0 PSIG. IF LEAKAGE IS I FLEXIBLE DUCT IF F-1 EQUIPMENT DESIGNATION INTEGRATED AND EFFICIENT INSTALLATION. OBSERVED OR IF TEMPERATURE COMPENSATED PRESSURE L. BY INFERENCE, ANY REFERENCE TO A 'CONTRACTOR' OR 35UB- CONNECTION 1 EXAMINE THE CONTRACT DOCUMENTS OF ALL TRADES DROP EXCEEDS 1% OF TEST PRESSURE, REPAIR LEAKS AND CONTRACTOR' MEANS THE ENTITY WHICH O HAS CONTRACTED WITH THE VALVES: owNEa/DEVNr.OrER (Els., THE ARCHITECTURAL REFLECTED CEILING REst OWNER FOR THE WORK OF THE CONTRACT DOCUMENTS- -�- GV GATE VALVE BB BASEBOARD CALL OUT PLAN, ELECTRICAL LIGHTING PLAN, FIRE PROTECTION M. 'ENGINEER' MEANS THE DESIGN PROFESSIONAL FIRM WHICH HAS VANED ELBOW �_ VAIL RESORTS PLAN, ETC.) PREPARED THESE CONTRACT DOCUMENTS. ALL QUESTIONS, x� CV CHECK VALVE O FLAG OR SHEET NOTE 6_ PROVIDE SUPPORT UNDER ELBOWS ON PUMP SUCTION AND SUBMITTALS, ETC. OF THIS DIVISION SHALL BE ROUTED TO PRESSURE DEVELOPMENT COORDINATE NECESSARY EQUIPMENT, DUC WORK AND DIEtONARGE LINES. THE ENGINEER (THROUGH PROPER CONTRACTUAL CHANNELS). MANUAL VOLUME PRV PIPING LOCATIONS SO THAT THE FINAL INSTALLATION IS REDUCING VALVE OI DEMOLITION NOTE COMPANY �_ ALL STRAINERS SHALL BE PJRNIS44ED WITH A 'ROUGH.'NGS' MVD DAMPER WITH COMPATIBLE WITH THE MATERIALS 28_ KEEP DEMOLITION H CUTTING TO MINIMUM REQUIRED FOR PROPER SCREEN AND Two r2) SCREENS FOR NORMAL OPERATION. LOCKING AND EQUIPMENT OF THE OTHER TRADES. INSTALL STRAINER WITH ROUGHING SCREEN AND OPERATE EXECUTION OF WORK GLOBE VALVE AVON, COLORADO QUADRANT � POC POINT OF CONN. BETWEEN SYSTEM FOR 24 HOURS MINIMUM (RUN DOMESTIC WATER - - GLV (STRAIGHT NEW AND EXISTING AS NECESSARY, PREPARE SHOP DRAWINGS FOR T E RESPONSIBLE FOR ALL GUTTING AND PATCHING NECESSARY FOR - Anctmtiu.'rora,u)oRu SYSTEMS AT MAX FLOW FOR A MINIMUM OF IN HALF PATTERN) �WV_ 12:5 INSTALLATION OF ALL NEW WORK BEFORE THE COMPLETION OF THE U10RK. � 691215 ELEVATION INSTALLATION TO VERIFY COORDINATION OF WORK NO HOUR REMOVE ROUGHING SCREEN AND INSTALL NORMAL SCREEN, AFTER TWO WEEKS OF NORMAL OPERATION MID MOTORIZED BETUlEEN TRADES_ INSTALL NEW NORMAL SCREEN. NO CUTTING (NOT SHOWN ON THE CONTRACT DOCUMENTS) SHALL BE DAMPER GLV GLOBE VALVE TO DOWN �� DONE WITHOUT THE APPROVAL OF THE ARCHITECT AS TO LOCATIONS, (ANGLE PATTERN) D TOP OF DUCT (A.F.F.) 5. REFER TO THE ARCHITECTURAL DIVISION FOR EXACT B. DUCTWORK INSTALLATION METHOD AND EXTENT OF THE CUTTING. 1- m J AA LOCATION OF L SEAL ALL SEAMS (LONGITUDINAL AND TRANSVERSE) AIR BDD ,L BUTTERFLY BOP BOTTOM OF PIPE ALL VISIBLE FIXTURES, EQUIPMENT AND AIR TIGHT WITH H6ARDCA5T NO. 601 NON-HARDENING, ELASTIC 29. REPAIR ALL ACCIDENTAL OR INTENTIONAL DAMAGE TO MATCH Bpp BACKDRAFT - }-- BFV VALVE AFF ABOVE FIN. FLOOR Denver, Colamlo DEVICES_ SEALANT OR EQUIVALENT, EXISTING CONSTRUCTION WITH NO NOTICEABLE DIFFERENCE IN DAMPER I. DUCT DIMENSIONS ARE INSIDE CLEAR CONTINUITY. APPEARANCE OR FUNCTION. f NTS NOT TO SCALE A FINAL LOCATION OF ALL THERMOSTATS IN FINISHED 2. DIFFUSER NECK SIZE 15 SAME AS FLEXIBLE DUCT SIZE_ EXISTING BV BALL VALVE ARROW INDICATES NASrER PIANhER SPACES AND ALL 3. UNLESS OTHERWISE NOTED, ALL CHANGES IN DIRECTION 30. IF UNABLE TO OBTAIN WITHIN 90% OF THE REQUIRED CFM --.�-- & ROOM AIR SENSORS SHALL BE AS INDICATED ON THE SHALL BE MADE WITH RADIUS ELBOWS WITH+ RADIUS TO QUANTITIES IN ANY TERMINAL UNIT, AIR DIFFUSION DEVICE, BRANCH OR DUCTWORK NO DIRECTION OF FLOW DESIGN ARCMTSCT ARCHITECTURAL DRAWINGS IF NOT SHOWN ON THE CENTERLINE EQUAL TO 15 DUCT wIDTHL MAIN DUCT, NOTIFY ENGINEER IMMEDIATELY, THEN PERFORM A VISUAL CHANGE GC GAS COCK DN PITCH DOWN HART HOWERTON ARCHITECTURAL DRAWINGS, FIELD COORDINATE WITH 4. WHERE REQUIRED FOR SPACE CONSTRAINTS, PROVIDE INSPECTION AND/OR PITOT TUBE TRAVERSE TO IDENTIFY THE SOURCE OF ARCHITECT PRIOR TO INSTALLATION. MITERED ELBOWS WITH TURNING VANES AS FOLLOWS= THE OBSTRUCTION. REMOVE THE OBSTRUCTION AND RE-BALANCE. pV PLUG VALVE NEWYOMNEWYORK A. FOR DUCT WIDTHS OF 36 ' OR LESS, PROVIDE --- EXISTING MANUFACTURED SINGLE WIDTH TURNING VANES, WITH i DUCTWORK TO T THERMOSTAT PIECTRICAL COORDINATbI� ------ DV DRAIN VADLVE WIOTN-1 SMILACNA EDGES CONSISRUGTION STANDARDS BE REMOVED MONROE&NEWHU,ENGINTWxs, INC FOR WITH MAC SPACING•. LOUVERS: O H HUMIDISTAT STRL'CIURAI. IL�iGINNJaI AVON, COLORADO V_ VERIFY THE ELECTRICAL SERVICE PROVIDED BY THE B. USE DOUBLE THICKNESS (AIRFOIL) BLADES WITH SOLID STATE FIRE DAMPER TEMPERATURE S S b!<:HANICALNGINRICALENGINEEa ELECTRICAL CONTRACTOR BEFORE ORDERING ANY TRAILING EDGES FOR DUCT WIDTHS GREATER THAN 31. ALL SHOWN AND DIM. LOUVERS LOCATED ON EXTERIOR WINGS SHALL F ® FD U 1 SS HOUR II / SPEED CONTROLLER ICA NRlJW. E CA E MECHANICAL EQUIPMENT REQUIRING ELECTRICAL 36'. SHOIUN AND DIMENSIONED ON ARCHITECTURAL DRAWINGS AND CONFORM UNLESS OTHERWISE d TPR PRESSURE AVON,COORADO CONNECTIONS_ 5. ALL FLEXIBLE DUCTS SHALL NOT BE LESS THAN 4 , NOR TO MECHANICAL REQUIREMENTS REQUIRED LOUVER FREE AREAS ARE NOTED) RELIEF VALVE O 2 SMOKE DETECTOR GREATER THAN 15' IN LENGTH. INSTALL FLEXIBLE INDICATED ON DIVISION 15 DRAWINGS_ IT 15 THE RESPONMILIT'Y OF L7VE.HIGGINN1iR DUCTWORK SUCH THAT: THIS CONTRACTOR TO CONFIRM THE REQUIRED FREE AREA HAS BEEN uc ^ � ALPINE WNGINEHRR G' INC. A MINIMUM OVERALL LENGTH OF 30, STRAIGHT INTO PROVIDED PRIOR TO CONNECTION TO THAT LOUVER FIRE/SMOKE GENERAL - 1� UC DOOR UNDERCUT VAE.,COLORADO I. PROVIDE HIGH EHFON ANY MOTORS WITH LM NECK OF DIFFUSER DIVISION 155 SHALL PROVIDE ALL LOUVER PLENUMS O FSD DAMPER (1 1 /2 SERVICE FACTOR L ALL EQUIPMENT, MOTORS S. MAXIMUM OF 135 DEGREES OF TOTAL TURNING IN HOUR UNLESS NO DETAIL SHALL B£ CAPABLE OF OPERATING CONTINUOUSLY AT ENTIRE LENGTH OF FLEXIBLE DUCT. CONSTRUCTION VENTILATION: MARKER � E� (E) EXISTING 1050E UNDER JOB-SITE CONDITIONS AND ALTITUDE C. MINIMUM TURNING RADIUS O' R = 190. OTHERWISE NOTED SHEET PROJECT NUMBER: 20900.00 D. WHERE: 32, WHERE EXISTING OR NEW MECHANICAL 1. UNLESS NOTED OTHERWISE, ALL MECHANICAL D = FLEXIBLE DUCT DIAMETER SYSTEMS ARE USED (N ) (N) NEW EQUIPMENT SHALL BE PROVIDED WITH 440A SWITCH R • RADIUS OF TURN AS MEASURED TO FOR TEMPORARY VENTILATION OR CLIMATE LOW PRESSURE X LETTER SECTION ISSUE REVISION DATE AND STARTER COMPATIBLE WITH EQUIPMENT AND CENTERLINE OF DUCT. CONTROL, MECHANICAL EQUIPMENT INSTALLER SHALL (� FLEXIBLE DUCT X SHEET MARKER ( R (R) RELOCATED BMS SYSTEM. STARTERS SHALL BE PROVIDED BY PROVIDE CONSTR CTION FILTERS, MAINTAIN " I DIVISION 15 UNLESS IN A MOTOR CONTROL 6. RETURN AIR PLENUM. THE 14VAC SYSTEM WILL USE THE EQUIPMENT, AND CLEAN. ADJUST AND PUT IN NEW CONICAL TAP 04 CONST DOC CENTER ALL DISCONNECTS SHALL BE FURNISHED BY SPACE ABOVE THE CEILING ON EACH FLOOR AS A RETURN CC14PITION BEFOIE BUILDING OCCUPANCY_ PARTS DIVISION 16_ AIR PLENUM, CONTRACTOR SHALL CONF,?R M To THE AND LABOR WARRANTY SHALL CONICAL SPIN-IN FITTINGS FITTINGS FOR PERMIT 07.23.04 REQUIREMENTS OF NF'A AND LOCAL CODE. RE42UIFREMENTS NOT BE CONSIDERED TO START UNTIL ACCEPTANCE OF FITTING W/ MANIA FOR ALL MATERIAL INSTALLED IN THE RETURN AIR SYSTEM BY OWNER 05/06 CONSTDOC 08.13.04 3. THE ELECTRICAL POTTIER FOR CERTAIN EQUIPMENT VOLUME [ PLENUM. FLEXIBLE PIPE L PROVIDED UNDER DIVISION I5, WAS E NOr BEEN A IN ADDITION, THE CONTRACTOR SHALL PROVIDE A fT777 -1�' FC CONNECTOR (� U UNION 07 BIAG. 2/CONST. 09.02.04 SPECIFICALLY INDICATED ON PROVIDED ELECTRICAL COMPLETE 1ETURA AIR PATH SETWIEEN ALL RETURN �///A- VAV BOX CONCENTRIC DRAWINGS AND MUST BE PROVIDED BY AND FIELD LL11J THERMOMETER COORDINATED BY THE DIVISION 16 TRADE REQUIRING AIR DEVICES (GRILLES ETGJ <NND THEIR STRUCTURE+ �- CR RESPECTIVE HVAC UNIT. MAXIMUM W/THERMOWELL REDUCER OS BIJDG. 3/CONST. 09.24,04 SUFFICIENT DIFFUSER NECK SIZE ECCENTRIC VELOCITY of RETURN AIR IN P1J!NU1 38. DO NOT PENETRATE ANY STRUCTURAL MEMBERS OR PRE- � MAV MANUAL AIR VENT -� ER REDUCER QHLDG. 4/CONST. 10.11.04 SIFFIGIENt POUTER FOR THIS PURPOSE SHALL BE SHALL GENERALLY NOT EXCEED 250 CAST CONCRETE UNLESS OTHERWISE SPECIFICALLY TYPICAL OF FURNISHED AS 'SPARE', DEDICATED CIRCUIT FEET PER MINUTE, NOR EXCEED 150 FEET NOTED ON THE DRAWINGS, OR PRE-APPROVED BY ` EXPANSION CAPACITY IN DIVISION 16�v PANELBOARDS_ ALL P'ER MINUTE AT ANY CROSS-SECTIO14 O° THE STRUCTURAL ENGINEER A 9 •� 2 ) PRESSURE �- JOINT 70 BLDG. 5/CONST. 70.25,04 WIRING, CONDUIT AND ELECTRICAL DEVICES THE RETURN AIR PATH. GAUGE W/GAUGE - ALIGNMENT DOWNSTREAM OF THE PANELBOA DS IS THE 3SL ALL EQUIPMENT SUPPORTS SHALL BE ATTACHED �O PG COCK AC GUIDE SB IN-PROGRESS ] 1.22,04 RESPONSIBILITY OF THE DIVISION 15 TRADE TO THE LOAD BEARING MEMBERS OF STRUCTURAL CUBIC FEET PER MINUTE REQUIRING THE POWER UNLESS OTHERWISE SMOUM ON ELEMENTS. DO NOT OvER-STRESS ANY STRUCTURAL SYMBOL/DESIGNATION 6A IN-PROGRESS 11.22.04 THE ELECTRICAL DRAWINGS. MEMBERS CONTACT STRUCTURAL ENGINEER FOR SUCH EQUIPMENT IS HEREBY DEFINED AS. 20. SIZE CONTROL VALVES FOR MINIMUM 5', MAXIMUM 12' OF ALLOWABLE LOADS FOR SPECIFIC MiERMBER8, IF IN DOUBt. • NOTE: ALL H AND H C PIPING IS 1 10' UNLESS NOTED OTHER ISE. 6A/7A/8A/9A/L0A/71 WATER PRESSURE DROP. SIZE BALANCING VALVES SO THAT SCHEDULED FLOW RATE WILL CAUSE THE VALVE TO BE AT A- TEMPERATURE CONTROL PAN!£L5, CONTROL AIR LEAST 10 DEGREES CLOSED, BUT NOT EXCEED FINAL CONST 0] .03.05 COMPRESSORS AND APPROXIMATELY 10' OF WATER PRESSURE DROP. CONTROL LINE VOLTAGE POWER FOR 24V CONTROL VALVES AND BALANCWG VALVES WILL GENERALLY" NOT BE 12 ADDENDUM 7 01.12.05 TRAN5FOR11ER8. REQUIRED CONNECTION ARE LINE SIZE, INCLUDED IN DIVISION 15%0 AND WILL BE 16 ADDENDUM 5 05.16.05 SHOWN BY THAT CONTRACTORS CONTROL A UNLESS OTHERWISE NOTED, ALL OTHER SUBMITTAL DRAWINGS_ VALVES AND APPURTENANCES SHALL BE LINE SIZE. B. IT IS NOT PERMISSIBLE TO UTILIZE 'SPARE' POWER FROM ADJACENT POUTER CIRCUITS TO SERVE ANY OF THE ABOVE 2L ISOLATE ALL PRESSURIZED PIPING WATER BRANCHES LOADS_ ALL POWER MUST COME FROM DEDICATED FOR EACH RISER BRANCH, ITEM OF EQUIPMENT AND AREA CIRCUITS. °"END• 22_ PROVIDE PRIMERS FOR ALL FLOOR DRAINS AND FLOOR $INKS SHOWN ON DRAWINGS. PRIMERS MAY BE CONNECTED TO FLUSH FIXTURES OR BE STAND ALONE. 23. NO DOMESTIC WATER OR HEATING WATER LINES SHALL BE MECHANICAL LOCATED EXPOSED IN FINISHED SPACES OR BELOW THE BUILDING SLAB UNLESS SHOWN OTHERWISE ON THE DRAWINGS. NOTES AND 24. NO GAS LINES SHALL BE LOCATED BELOW BUILDINGS SLAB. LEGEND 25, ALL CURBS, ROOF JACKS, ROOF THIMBLES, SANITARY t"EHE"TSROCFsY8ATEM' ToeSHALL PROVIDED ��N� M-� ENGINEERS, INC. ARCHITECTURAL. REVIsION FOR R'�EQUIRED FLASHIN s DETAILS 26_ WARRANTED AGAINST ENTI�GT�MATERIALS ANDALL BE - A.D. ` " $�50f W? mowl a>o���THIE SYSTEEMM a T14E (1WNER. AFTER PH: (1)0) 10-M FAX: (110) 1 151 © 2004 42140 ARCHITECTURE, INC. FAN SCHEDULE V00 011 G so p SYMBOL CFM TOTAL MAX. MOTOR MIN. MAX. OPER. MAKE AND NOTES o: A ALT. S.P. RPM WHEEL SONES WEIGHT MODEL J z 337 a • v F IN WG DIA. LBS, i # A ALT. (WAS) BHP PATE A B C D E F G H EF- 1 BATHROOM ( )TYP-9 PANASONIC 0 2 1 1 1 3 0 1 •• 70 0. 1 1018 (15.4) - 120/1 - 0.5 3.7 FV-07VQ2 EF-2 BATHROOM (TYP-6) FANTECH o D 1 - - - - - 75 1 25 1 2950 (44) - 115/1 - 0.5 3.7 FX4 EF-3 CRAWLSPACE VENTILATION FANTECH 0 2 1 1 1 8 0 1 r^ 75 1 0.4 1 2950 (44) - 115/ 1 - 0.5 3.7 FX4 4 v' EF-4 DRYER EXHAUST FANTECH 0 0 1 1 - 8 0 0 V 95 0.6 2761 (75) - 115/ 1 - - DBF110 EF-5 UTILITY ROOM PANASONIC 0 2 1 1 1 3 0 1 Z O 70 0. 1 1018 (15.4) - 120/1 - 0.5 3.7 FV-07VQ2 W KEF-1 KITCHEN HOOD EXHAUST 0 0 1 - - - - - h, VENT-A-HOOD 600 1 0.3 1 1550 (2) 1 /25 1 1 115/1 1 - _ B200 DUAL 1 . CAPACITIES AT 8200 FT. ELEVATION F4 cu 2. MAXIMUM SONES SHOWN ARE AMCA CERTIFIED LEVELS BEFORE TAKING CREDIT FOR SOUND ATTENUATION OF ROOF CURB. ATTENUATOR TO REDUCE SONES 50%. ^_ / � I 3. FOR SOUND ATTENUATING CURBS, SIZE FAN 7% MORE CFM THAN SCHEDULED TO ACCOUNT FOR CURB LOSS. L^Y 4. PROVIDE LABELS ON FANS AS TO AREAS SERVED. Q NOTES: woo V A. CURB D. DAMPER G. SPECIAL COATINGS w A oveof 0. NONE 0. NONE 0. NONE 41� m 1 . FIELD-BUILT, INSULATED 1 . GRAVITY BDD 1 . PHENOLIC W Fi,J > 2. FACTORY-BUILT, INSULATED. 2. BAROMETRIC ADJUSTABLE BDD 2. EPDXY FAi/� WM 3. FACTORY BUILT INSULATED, 3. MOTORIZED CONTROL DAMPER, 115V/10 3. POLYESTER/EPDXY 18" TALL. 4. MAGNETIC BUTTERFLY DAMPER LATCHES. 4. EISENHEISS 4. FACTORY BUILT SOUND ATTENUATING BOILER SCHEDULE Z 5. FACTORY VENTILATED GREASE HOOD EXHAUST. SYMBOL FUEL BURNER IN. PUT REQsD EWT LINT FLOW ELECTRICAL FLUE BOILER GAS OPER. MAKE AND NOTES 6. FACTORY INSULATED EXTENDED HEIGHT CURB. r ►"4 B TYPE (S) TYPE BH OUTPUT •F 'F GPM DIAMETER HP PRESSURE WT. MODEL 7. REUSE EXISTING CURB. PROVIDE INSULATED I� A S,L MBH " W.C. L.BS, ADAPTORS AS REQUIRED. # A ALT. AMPS V/0 TB C D O B. SCREEN E, ACCESSORIES H. MISCELLANEOUS 0. NONE 1 . SOLID STATE SPEED CONTROL, MTD. IN MOTOR WEIR MC-CLAIN 1 0. NONE B-1 ,2,3,4 NAT. GAS POWER 310 250 140 160 26 12 115/1 3" - 14 200 ULTRA 310 2 2 6 6 1 . BIRD COMPARTMENT FOR BALANCING 1 . VIBRATION ISOLATORS. 2. INSECT 2. ELECTRIC DISCONNECT 2. EMERGENCY POWER. C. DRIVE 3. WALL MOUNTED SOLID STATE SPEED CONTROL 3. SECURE FAN TO CURB AT EACH 1 . DIRECT 4. 115V/10 REVERSE ACTING THERMOSTAT CORNER EACH SIDE AND 12" O.C. 2. BELT SET 850F. 4. AMCA 3/4" SCROLL DRAIN 5. WALL MOUNTED 2 SPEED SWITCH. GENERAL COMMENTS 6. DRAIN CONNECTION. 5. EXPLOSION PROOF, OWNEWDBVWDPHR 7. CLEANABLE GREASE RECEPTOR. 6. 2 SPEED/2 WINDING (1200/1800). 1 . CAPACITIES ARE AT 8200 FT. ELEVATION. 8. THERMOSTAT AND HMIDISTAT 7. 2 SPEED/2 WINDING (900/1800). VAIL RESORTS U 2. WORKING PRESSURE IS 30 PSIG. 8. VARIABLE FREQUENCY DRIVE. 3. OVERSIZE BURNER (AND INCREASE SECTIONS) TO OBTAIN SPECIFIED OUTPUT AT ALTITUDE. F, NPE DEVELOPMENT EQUIVALENT CFH AT ALTITUDE IS APPROX. XXXX. 4. PROVIDE CONTROL TRANSFORMER AND STARTER. 1 . CEILING FAN COMPANY 5. PROVIDE REQUIRED STATE PERMITS AND INSPECTIONS. 2. CENTRIFUGAL ROOF EXHAUSTER AVON, COLORADO 3. CABINET FAN NOTES: 4. WALL PROPELLER FAN ARCNITNLT OP REWRD A FLUID B. BURNER C. ACCESSORIES D. MISCELLANEOUS 5. CENTRIFUGAL UPBLAST ROOF EXHAUSTER. 0. WATER 1 . HI/LO FIRE 0. NONE 0. NONE 6. TUBEAXIAL UPBLAST ROOF EXHAUSTER. 7. CENTRIFUGAL UTILITY SET. *MMWfnMIE 1 . 30% PROPYLENE GLYCOL 2, MODULATING 1 . 30 PPM LO NOX 1 . HOT WATER 8. IN-LINE FAN 2. 50% PROPYLENE GLYCOL 2. DDC INTERFACE MODULE 2. STEAM 3. BAROMETRIC DAMPER 3. ONE SIDE TUBE PULL 4. PROBE LWCO 4. END TUBE PULL PUMP SCHEDULE DeRww, 5. FULL LWCO 5. BACK OUTLET FLUE MASTHRPLANNRR 6. SEALED COMBUSTION CHAMBER 6. TOP FLUE CONNECTION SYMBOL SERVICE GPM HEAD PUMP MOTOR DATA PUMP TYPE SUCTION/ WEIGHT MAKE AND MODEL NOTES e (FT•H2O) EFF. DISCHARGE LBS. IIOGNARCMECT P W VOLTS RPM SIZE A B C D E F G PHAS E! # HA NhWYHOWE0W P- 1 ,2 BOILER CIRC. 26 18 33.9 307 115/1 - INLINE 32 35.9 GRUNDFOS UP 43-70F 2 3 6 1 2 2 5, SDNCI[1RA1.5NGINHHR GRILLE, REGISTER AND DIFFUSER SCHEDULE MONROB@NI-VW.W7GINEERS,INC AVON,COLORADO P-3 SNOWMELT BLG A 6.4 14.3 18.7 185 115/1 - INLINE 2-BOLT 11 .25 GRUNDFOS UP 26-64F 2 3 6 1 2 25o7 ML�NAI„�L;,u, N1rc,-iRlcu. RNCwtirx S SERVICE DESCRIPTION MAKE AND NOTES M-LS MGINHHRS,wC MODEL P-4 SNOWMELT BLG B 6.4 14.3 18.7 185 115/1 - INLINE 2-BOLT 11 .25 GRUNDFOS UP 26-64F 2 3 6 1 2 2 5,7 AVON,coLORADG CIVILENGINRM INL t I H I P-5 HWS BLG A 2 25 10.6 205 1 115/1 - INLINE 2-BOLT 12.5 GRUNDFOS UP 26-96BF 2 3 6 1 2 2 nLP VAHHCCOJDRRMO' A PANS SUPPLY LINEAR BAR DIFFUSER. TYPE 15 FRAME TITUS CT-481 2 4 2 0 P-6 HWS BLG B 3 25 14.2 205 115/1 - INLINE 2-BOLT 12.5 GRUNDFOS UP 26-96BF 2 3 6 1 2 2 5, PROJECT' NUMBER: 20900.00 oo"OooOo B PLANS SUPPLY LINEAR BAR DIFFUSER. TYPE 6 FRAME TITUS CT-481 2 4 2 0 P-7 RADIANT FLOOR BLG A 5.4 25 13.2 205 115/1 - INLINE 2-BOLT 12.5 GRUNDFOS UP 26-96BF 2 3 6 1 2 2 , C SEE SUPPLY SURFACE MOUNT WOOD DIFFUSERS REGGIO 4 3 2 0 P-8 RADIANT FLOOR BLG B 9.9 25 20.5 245 115/1 - INLINE 2-BOLT 12.5 GRUNDFOS UP 26-996F 2 3 6 1 2 2 5, ISSUE REVISION DATE D SEE SUPPLY/ 112" SPACING, 45'F DEFLECTION, FIXED BLADE TITUS 4FL 2 1 0 0 06 CONSTDOC PLANS RETURN P-9 HWC 2 10 1 7.5 89 115/1 - INLINE 2-BOLT 7.25 GRUNDFOS UPS 15-58FRC 2 3 6 1 A2 , E SEE RETURN FOR PERMIT 08.13.04 1 " DEEP BLADES, 45-F DEFL ECTION, SPACING VARIES. L&D BRICK VENT f 2 0 0 PLANS P- 10 DHW 20 10 35.7 122 115/ 1 - INLINE 1 - 1 /4" 51 .5 GRUNDFOS TP 32-40/4 2 3 3 07 BLDG. 2/CONST. 09.02.04 GENERAL COMMENTS GENERAL COMMENTS: 08 BIDG. 3/CONST. 09.24.04 1 . REFER TO REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED AIR DEVICES. 1 . SCHEDULED RATING IS FOR PROPYLENE GLYCOL. CORRECTIONS FOR GPM AND HEAD HAVE BEEN MADE BY ENGINEER. 2. COORDINATE ALL FRAME STYLES WITH CEILING SYSTEM FURNISHED, REFER TO ARCHITECTURAL DIVISION. 2. ALL PUMPS SHALL BE NON-OVERLOADING AT HORSEPOWER CURVE UNLESS NOTED OTHERWISE. ® BLDG. 4/CONST. 10.11.04 3. TOTAL STATIC PRESSURE SHALL NOT EXCEED: 0. 10" WG FOR ALL DIFFUSERS, GRILLES AND REGISTERS, 0.05" WG FOR 3. SET PUMP SPEED FOR CORRECT FLOW. TRANSFER GRILLES. NOTES 10 BIDG. 5/CONST. 10.25.04 4. NC VALUES SHALL BE A MAXIMUM OF 30, BASED UPON ROOM ABSORPTION RATE OF 10 db, RE 10 12 WATTS. A, FLUID C. TYPE E. ISOLATION G. MISCELLANEOUS 5, SEE PLAN FOR NECK SIZES NOT CALLED OUT IN SCHEDULE. A IN-PROGRESS 11.22.04 6. CEILING DIFFUSERS 4-WAY BLOW UNLESS NOTED OR REQUIRED. 1 • WATER 1 . CLOSE COUPLED BASE MOUNTED CENTRIFUGAL 0. NONE 1 . EMERGENCY POWER 7, CEILING RADIATION OR FIRE/SMOKE DAMPER AND RATED BLANKET WHERE SHOWN OR REQUIRED. 2. 30% GLYCOL/WATER MIX 2. FLEXIBLE COUPLED BASE MOUNTED CENTRIFUGAL 1 . NEOPRENE PADS 2. FLUSHED SINGLE TUNGSTEN 11 IN-PROGRESS 1122.04 3. 35% GLYCOL/WATER MIX 3. IN-LINE, HORIZONTAL SHAFT CENTRIFUGAL 2. 4 POINT ISOLATORS CARBIDE SEAL WITH FILTER ON 4. 50% GLYCOL/WATER MIX 4. IN-LINE, VERTICAL SHAFT CENTRIFUGAL 3. CONCRETE INERTIA BASE FLUSH LINE (CWS) 6A/7A/8A/9A/l0A/11 5. STEAM CONDENSATE RETURN 3. ALL 316SS SHAFT, IMPELLER, A. MATERIAL B. FINISH C. DAMPER D. ACCESSORIES 6. INLINE, WET ROTOR ALL WETTED PARTS, TEFLON FINAL CONST 01.03.05 1 . ALUMINUM 1 . OFF-WHITE 0. NONE 0. NONE B, FLUID TEMPERATURE D. SUCTION DIFFUSER F. DUTY PACKING. 2. STEEL 2. CLEAR ANODIZED. 1 . OBD 1 . MINIMUM LIMIT STOP 1 45' F 4. OPERATION AS SINGLE PUMP IN fs ADDENDUM 5 05.16.05 3. PLASTIC 3. MILL_ 2. LOCKING QUADRANT 2. HONYCOMB EQUALIZER GRID IN 1 . NO 1 . VFW, EPDM COUPLER, PARALLEL ARRANGEMENT 4. WOOD 4. COLOR BY ARCHITECT DAMPER IN DUCT. NECK FULL LENGTH OF SLOTS 2. 14 F 2. YES INVERTER DUN MOTOR, 3. TYPE 16 CURVED FRAMES TO 4. 180 F CONTROLLER 6. PROVIDE/SPAREBMOTORSINGIF PUMP OPERATION. MATCH DUCT DIAMETER 2. CONSTANT SPEED 4. 90' SECTORIZING BAFFLES 7. DDC TRY MOUNTED MODULE 8. FACTORY MOUNTED CONTROL PANEL FOR 1 , 2, OR 3-WAY BLOW. WATER REVEL GAUGE, DIAL THERMOMETER. 5. SAFETY CHAIN DISCHARGE PRESSURE GAUGE, INLET STRAINER, 6. TAMPER PROOF SCREWS STARTER, ALTERNATOR. 7. CONCEALED FASTENERS MISCELLANEOUS EQUIPMENT SCHEDULE SYMBOL LOCATION TYPE DESCRIPTION MAKE AND UH MODEL MECHANICAL # SCHEDULES INSMNTAEOUS INDI CT ATER HEATER. DW 1 UNIT ME ROOMS WATE HEATER 6.0 361 GPH Fl HOUR, 337 GPH CO NUOUS. T MAX 109 4OF DOMESTIC WATER IN, 120F DOMESTIC WATER OUT. 20 GPM 160F FEED BOILER WATER, 14OF RETURN BOILER WATER. - M-& evGtNuist two BB- 1 SEE PLANS HYDRONIC HYDRONIC BASEBOARD. 16OF ENTERING WATER. 1 GPM FLOW. 450 SLANTFIN 0049 E. OAV& (SIC BLVD. SUE 307 M083 BASEBOARD BTU/Fr OUTPUT. FINE/LINE 30 A.O. BOX S) o AVDA eD. 91CO PH: It 011"4000 fm: (w) 1"-llsl © 2004 42140 ARCHITECTURE, INC. 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F3 3/4 ' 154RU IT IAN MANIFOLp. ® HW54R GAPPED FOR BASEBOARD RADIATIONIIPGRADE OPTION. BUILDING 4 LOWER LEVEL `J MECHANICAL M-& ENGINEERS, INC. PLAN 0049 E. $SAVER amBLVR WE 5m M 1 .4 B pA. BOX 5W, AVDN, CO. 81620 PN: (9)0) 949-6000 FAX, MID) 949-1959 © 20D4 42140 ARCHITECTURE, INC. spEL "4 �C S 33 = o Jw $: 9 7 � OS W � ,- - - - - - - - - - -� i - - - - - - - - - - V H W o I - - - - - - - - - - - - - - - - - - - - - \ 1 - - - - - - - - � W w y I I EF I L ; 1 •-� cx I 2 II II V z 6X3 UP - T I ii it � � O � I l I , II 1 a \ RADIANT III I 11 1 6'm I O I I MANIFOLD L — — — _. �_� I —� , T b '0 RADIANT EF X6 J 1 V 1 I (10AFF) 0WNRR/DL.vPIOPRR I I I I RADIANT VAIL RESORTS MANIFOLD DEVELOPMENT - I COMPANY O I I 1 - - - -J' 1 ! 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BUILDING 4 W3Q' R 54R UP. MAIN LEVEL MECHANICAL M--� ENC,INF.ERS, INC. PLAN - ow 61 WAVRW" am wife m M 1 .4C pA BOX SM, AVON, CO, 81620 PN: (�0) 10-6000 FAX: (1?0) 'iWISI © 2004 42140 ARCHITECTURE, INC. P00 8E0 0P••.....,•• iS 0": �L P,9 '• l� 33y,�4- a • v A'= i 32X8 ARCHITECTURAL w LOUVER WIT 14 n--- - --jam COMMON PLENUM. V O Q � 0 6'6 (TYP-4) w W V 0 "A" UNIT RADIANT ZONE SCHEDULE r - - - w AREA SERVED LOOPS WA (SO. FT.) LOAD (11810 FI,oW (WW 11A91 SIM 1 BEDROOM 1 - 185 4.6 0.5 314" \ O o 2 BATH 1 - 70 lA 02 3/4" X3 EXHAUS 3 BEDROOM 2 - 245 6.1 0.6 3/4' 4 BATH 2 - 60 1.5 02 3/4" EF r � 6 FAMILY ROOM - 740 18.5 1.8 3/4" 6 DINING ROOM - 500 12Z 12 3/4" Ci I I I 7 KITCHEN - 480 12 12 3/4" L 1 I 8 MASTER BEDROOM - 205 5.1 0.5 3/4" �. D (I0' AM) I I EE ( OWfiBR/DRV(ROPPJL 9 MASTER BATH - 295 7.4 0.7 3/4" _- 2 I / VAIL RESORTS 10 POWDER ROOM - 25 O.6 O.1 3/4" � _ _ I DEVELOPMENT 11 BEDROOM 3 - 205 5.1 0.5 3/4" � I _� I I I I / / COMPANY 1 1 AVON, COLORADO 12 BATH 3 - 130 3.3 0.3 3/4" 1 13 BEDROOM 4 - 300 7.5 0.6 3/4" =- i - - � I I I I I 1 - - ARCHrntC[OPRFnXD 14 BATH 4 - 55 1 .4 0.2 3/4" TOTALS - - 3495 437 V*PA - v -i - - / / D x oom aFF) recn L CONIRACTORTOVE*y LOOP L916IN& ~ - -_ - - -_ - 7. m4jNcE EAO7 LOOP Nen81 nawaD Fg A71YE To LaMT LOOP ON HWrOLD FM NWAFACRO WS REGNO988 - - - 4 � cF *L00 I ,0 4T V M "7W NW NANF{ti0l I0 0 �6 I /•� I I I / Denver, Cdwedo rz J EF DESIGN ARCTTInR-r - - RADIANT - 2 HART HOWERTON UNIT RADIANT ZONE SCHEDULE i \\ // I T _ �- - - �- - r- - I - MANIFOLD i i r - - t , NVWY(1RK,NMYORK AREA SERVED tDDPS AREA (S0. 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SALp NS VALM LWKYCYCf UAW - - - - UNION,(TYP.) CCN"WL V&Vu TYPICAL RADIANT BASEBOARD CONNECTION I� W~— RESILIENT WATERPROOF NO SCALE V BFEGIFlED PACK ANNULAR A. CAULKING ON EXTERIOR eN.t VALVR tE vmK Route TO INSULATION SPACE WITH CERAMIC OF WALL TTP. NI:AR1r APPROVtei PURMCINKM TYP. O FIBER IT PRESSURE PLATE I FAN COIL DETAIL STUD WALL - CHROME PLATED .. ° . CONCRETE WALL //II�� ESCUTCHEON , M23 NO SCALE A METAL STUD CHANNEL AIR VENT FRAME AROUND 2CONNTROL VALVE MO>ATIW� y,J F••S PUMPS AND W M�a I CONTROLS N ^O WITNI NOTES: COIL t�l O L SIMILAR FOR INTERIOR CONCRETE WALL EXCEPT OMIT FRAMING, DRILL CONCRETE NEATLY TO ACCEPT SLEEVE. N V \ 2. INSTALL FIRE STOP CAULK ON BOTH SIDES OF WALL. t T TAP K' DRAIN WITH NOSE END CONNECTION STRAINER PIPE THRU WALL PENETRATION Yr.) 41 MZ3 NO SCALE 2—WAY VALVE W COIL CONNECTION DIAGRAM 2 4 O M23 NO SCALE ` VENT WITH COPPER MESH CAPPED • J SCREEN "RE PIPE LENGTH GLEAN OUT LFTG EYES � v IS GREATER TI4M B - FEET 2 DRAIN LINE A7 LEAST SAME SIZE AS DRAIN PAN m4 man O°O�� 00° m4ma . arL° etNlCTwe IPRNO RCLATOM PER WN ,trPlc tl_ CLPPEOUT FLEXIBLE OONlLTION OWNER/DEVELOPER WATER FILTRATION "�,,,,"�"",� �° �° EQUIPMENT. VAIL RESORTS it MINIMUM DEVELOPMENT 4' PREFERRED DRAIN PAN PLIYI BUTTERFLY VALVE �W/LEVER HANDLE. COMPANY r AVON, COLORADO PITCH �•-•--� 1 I p 1 JT I I ARCHffECC OF RP�COAD 2' DEEPER THAN I ae• MAxN� Ns mmrAm SA FAN TSP BALANCING VALVE ACGM STRAINER W/ INLIIE PUMP ' uee� AALLM DOOR FAft PLs T ■ I*ARO��,J HOSE END DRAIN CI-ECK AM —Nra¢ nllcr. ilk ------ VALVE GHECC VALVE *bmdo Denier, Cobrado INSToLL PM WRI PRCFM ebMCE CLEARANCE TO MOTOR YO K PARte FM t9lCPM YR TtpY1'!♦!I AG RIB APPROVED DRAIN pY T1° KwrAcm0m .VASTER PLANNER INLINE PUMP CONNECTION DIAGRAM 4 BUILDING A MECHANICAL ROOM DERGNARCUDTECI Mss NO SCALE s INLINE FAN DETAIL M29 SCALE: l . r-®• HARTIHOWERTON NOTE: FOR EXTERIOR MOUNTED UNITS LOCATE M23 NO SCALE NEW YORK NEW YORK TRAP IN WARM GELLING SPACE BELOW, EXTEND VENT TWfZOUGH ROOF. STRUCTOBAL ENGDWER MONROE R NEWELL ENGINEERS,INC AVON, COIpRADO MECHANICAL ELECTRICAL ENGINEER t CONDENSATE DR GENERAL NOTES M-EENGINEERSU4C M29 NO SCALE I. DETAIL IS SCHEMATIC IN NATURE ONLY. AVON,COLORADO 2. ARCHITECT TO PROVIDE FINISH DETAIL CMLENGMER, FOR ACCESS PANEL. ALPIAE ENGINEERLNG, INC ISOLATION BALL VAIL,COLOBADO VALVE, TYPICAL RETURN SUPPLY WATER FILTRATION EQUIPMENT. PROJECT NUMBER: 20900.00 ISSUE REVISION DATE MOUNTING ACTUATORS PLATE VALVE 4 06 CONSTDOC ADJUSTMENT FOR PERMIT 08,13.04 TURN MANIFOLD - CAPS LOCATE ABOVE END CAP 8 07 BLDG. 2/CONST, 09.02.04 SUPPLY MANIFOLD m4 WITH AIR 3 SERPENTINE PIPE SPACING O MOUNTING VENT AND e 1 410 08 BLDG. 3/CONST. 09.24.04 DESWINATION FLASHINJYss AND SEAL o o , BRACKET HOE BARB I - X 4@0 1 � BLDG. 4/CONST, 10,11.04 NUMBS OF A.113b. COVER SIDE WALL LINE • e ` � ' ! , �6 ' 10 BLDG. 5/CONST4 10.25.04 tnu�uuR LOW ■cv 4 0 ,®NO SCALE _ O I IN-PROGRESS 11,22.04 STAINLESS STEEL DR4015ANDS- • 11 IN-PROGRESS ] 1.22.04 NE No CONDUIT, REFRIGERANT PEX 6A/7A/BA/9A/IQA/1I LINES, GAS PIPE, ETC„ TUBING PASSING THRU. WALL TO OPTIONAL FINAL CONST 01.03.05 r1SIWxLE WALL (RNP.(@LE WALL EGRIII'MENT. TEMP/FLOW SERPENTINE (R NP.( INDICATORS t2 ADDENDUM I 01.12.05 RUBBER BOOTS I110FLOOR ADDENDUM 5 05.16.05 SYSTEM P OW14 6 1 nTRIPLE WALL nGOUNTER WALL 1 PUMPS AND SERPENTINE SERPENTINE • ' — t ' CONTROLS RADIANT SLAB PIPING CONFIGURATIONS WALL CURB FOR REFRIGERANT �- MECHANICAL F ' M T 3 - 3 NO SCALE r3 AND CONDUIT PENETRATION DIAGRAM INSULATE AS REQUIRED II BUILDING B MECHANICAL ROOM FLOOR TYPE AND LOC ATION Ms3 SCALEt a I'-m� DETAILS LOCATION S MANIFOLD MOUNTING DETAILS M2 3 SCALE= NONE 0049 6. wvm aw" law. SUITE 3m M 2 . 3 P.D. BOX 5140, AVON, CO. 91620 PN: (�0) 9414000 FAX: (910) 10-110 Q 2004 42140 ARCHITECTURE, INC. Q SkG a ti:V't'P� AGQ's�0 33 A AUTO AIR VENT LOW LOSS IdEATING RETURN TEMPERATURE HEADER CAN VARY UP TO 40'F LOWER THAN SUPPLY TEMPERATURE AT FULL LOAD EATING 13g• r ^ VJ 2' W 165'F V H PROVIDE ISOLATION VALVE AND F- 1 O ATING SUPPLY s,4 • THREADED CONNECTION FOR SYSTEM SPIR:OTHERM MAKE-UP (30`96 PROPYLENE GLYCOL) SUPPLY TEMPERATURE O Y 1�� 0 SPII�VENT 1 } 2 A RADIANT FLOOR TUBING r ^ GRIDS PIPE TO FLOOR V J lyi ' (30 GPM) DRAM AMTROL EXTR7L SX-40V �/ (f� i•� MAIN B 6 ET �7 ^I SYSTEM I 2 I 8 CONTROL lk U w Q ` P W 41!4 •a RADIANT SYSTEM P ^ W 3/4' DIFFERENTIAL GIRG PUMP —� 10 V PRESSURE BYPASS HONYWELL BRAUKMAN THERMOSTATIC MIXING VALVE w O 2 ' OMNI HOT ►'� WATER ET AMTROL THERM-X-TROL O SUPPLY TO MAIN SYSTEM MODEL 6 2BV PUMP CONTROL `ZONE THERMOSTAT I 1 RETURN MANIFOLD COLD WATER SUPPLY W/ VENT IF I SUPPLY MANIFOLD 5 —J W/ VENT HOT WATER RECIRCULATION OWNER/DEVPLDPIiR P VAIL RESORTS 9 DEVELOPMENT WH RADIANT FLOOR ZONES/MANIFOLDS i' HIGH TEMP (150•) (TYP. FOR EACH ZONE) HEATING SUPPLY t RETURN COMPANY TO FAN COILS DOMESTIC WATER HEATING; AVON, COLORADO EACH CIRCUIT, 80TH S 4 R, MUST STORAGE AND SUPPLY AT 1150 F WITH RECIRCULATION ARCHMAX OF RECORD HAVE ISOLATION VALVE. WIR° • FOR IMMEDIATE RESPONSE AT HOT WATER FAUCET MANIFOLDS ARE REQUIRED. FIELD MISCELLANEOUS HEATING ASSEMBLIES ARE NOT PERMITTED. , IOU RADIANT FLOOR HEAT Denier. cRlor>de MAMRP1ANNER DESIGN AR(NITEC7 HART I HOWERTON i ESIDENT! HE TING SYSTEM PIPING DWGMM DWG NEWYORR.NEWYORR M2.4 SCALE% NONE STRCCIURAI.PNGRVFIUI MONROE &NEWELLE GI iiihltS•INC AVON, COIARADO MRCHAMCAI.WF.LWCAI.P.NGINEIM M ENGINEERS,INC AVON, MDRADO CNILENGINHHR ALPINE WNGINHERING,INC_ VAII..COIS)RAI O PROJECT NUMBER: 20900.00 ISSUE REVISION DATE 06 CONST DOC FOR PERMIT 08.13.04 07 BIDG. 2/CONST. 09.02.04 08 BLDG. 3/CONST. 09.24.04 QBLDG_ 4/CONST. 10.11.04 10 BLDG. S/CONST. 10.25.04 QIN-PROGRESS 11.22.04 11 IN-PROGRESS 11.22.04 6A/7A/8A/9A/l0A/11 FINAL CONST 01.03.05 12 ADDENDUM 1 01.12.05 (O ADDENDUM 5 05.16.05 RESIDENTIAL PIPING SCHEMATIC M-E- FWQbVEERS, ING• '_,_ 004g E AVER CitEEK BLVD. SURE 307 M24 P•0. BOX 57401 AVON, CO. 91620 PH: (110) 9414000 FAX: (W) 10-1958 © 2004 42140 ARCHITECTURE, INC. —_—_—_— J 11fr=-1 II IIrt — t� II a see p p / 1 1 11 IIII 1 1 1u 1 © 111 1 1 1 r - - - - -I IIII © IIII I I l I I tT r r ` - - � III III L -1 • � 11 rr -�� I I IIII II I l L - - J 33 1 1 11 © IIII IIII © IIII 11 �L- J� I I I I L`---JJ 1 I ♦ � � LL 1- - - - _ J I r -- � I Ilfr= lll RE CIVIL IIII © 1111 IIII © IIII ( _- _ l FOR CONT _ _ _ r � LL-=JJ IIII II f I I I Ir , III VJ IIII © 1111 IIII © IIII �T � - - - - - - -_-_-_-_-_-_� - _-_- - _ - � — ZS- I LL -A I I I LCL - JJJ - -j V 341 I I III 0 /4 ' GAS UP To � ! I I l a OUTDOOR GRILL /�''i ' I I I 1 45 SAN LY _ - - - - - - -_ I I III RE: CIVIL A FOR CONT. 4< F 164 v , 1 1 I O II � 3ia• GAS UP TO OUTDOOR GRILL V I ili I I � I I III - 1 II ` �� _-_ _ _ - _ Q I I l I i I I 4' 11 I 111 �� t •I••� LL �] I 111 1 1 1 I w3w I I I I I - - - 1111 "00 IW1 y 1 1 111 I `w _ It L �� - J if l 1 111 W fill I I L �1�u v III I I V � I I I C O. if I 11 111 1 1 III I 1 1 ` ` \ �/ ~z �, O I t J 3�a • I I III w� 1 4' III r - � �� 1 11 I I . `� ` 11=4 ` may 11 III III III 11 IIII ca 111 III 111 11 3ja' IIIII 1 1 - - __ - ��Il fry L_ n I 111 I t II I I IIII r--xIII f -— � � 4 \\ 3I11 IIIL T ' JIB I IIIII 11 11 - - -L- - AI 11 -J� I I 1 1 1 II 3' I 111 1 r - I OWNtR/DBVKIAPRR 1 111 I I I I 1 1 1 1 I I III , 4' IIII 11 11 01 3 © 3' 11 11/z ' III l l l l \� r - - --- /'/ ' VAIL RESORTS +I 1- - - I 111 I I I I � 1 1 � - - - '- - 1111 1 I I - - - - - � I I L = _ _ _ _ � 0. 1 - - - --' I ---J - _ d I I DEVELOPMENT � _ _ � _ � �-�j - 1I I I �-�-� I I J I ✓ - I - - - - - I I III I I - - - �- - J L _ J I I COMPANY I I L L - - - - - - - - - - - - - - - - I 11 ( ✓ - - � I -1 1 1 11 I 11 1 I- I - - - - - Tul AVON, COLORADO r - - - - - 1 11ja I i 111 I I . I Ii2I l ` 1 I I I I / I ARCHITHCT OF RRCORD [1 11/2 ' 1 1 hr - - - - - I 11/2 'Uj 1 1 Q 1 1 �u - - - - - If-- - - - - - -I I Q 1 11 I - - - - - - - - - �� I I 11 11 - - - - - - 1 1 F 3/4 I I I r - - - - -I F- - - r I I I I I I O 11 1 III ■ � �,J III l l ' - - - - - - -I L - - - - - - - - - - - - - - -- - - - - - J II L - - - IL � � I I I I 11 Q I I I I 21lA2 ' GAS UP TO III I � - - - - - - -a- - - - '� r - - - - - - - - - METER L I ,' I I I I I II r _ 1 2'y ' r - - - - - - - - _ - - - I I 0m , ColwRao 11 / r- - - - - - -I I I I It L - - = _ - - - - - 1i I r - - - - - ;'�I I GA.11 I 12 ' I l r - - - - -I - - - - - - h I ! J11j2 � O3. � 11j4 ' 1 1 a _ I I MASTRRPI.AN-NM 11 11 I / I - - - � 1 I t I I III 1- - - I � 1 I I III DNSIGNARCHrMCT 2 �/2 ' I 21/2 ' 2' I if L J I I I I I I 11 t1 h 1 HARTIHOWERTON III 1- - - - - - 1 1 I ! Y I 1L _ _ 1 I I NffWY0 ,NRtl7YORK LC y 1 11 I - - - - - I �I 2 ' II/z '�I I 1 I ! r� - - - 1I rf .� I L - J I I I I / I h 2' 111 ♦ - - - - - - I I 1 1 I F ---- = - -I I I I / III I �s - - 4 -1 I I L - - - - -J 1 - -- _ - 1 \ 11 I - - - - - - - - � ii� I Qy/ 1 1 I r l .0R FR MONRORh 7uRm.. F2GINWl9tS,INC AVON, WIARADO _ _ -- - - - - - _ I I 2 • 11 I I I URCHAMCAI.R1.F.LMCM.RNMMM �� �i ' 111 /1 L - - - - - - - - r f 1 gam\ 1 1 t I AVON,COLORADOC 1_ T 1 II / I I 1 1 / I i I 212 • GAS UP TO / I I METER cIYII uNGlNram F - - - •� — I I I I y I I I II , 3 I Imo- - - 1 I I I I AI.PINH INVJNW!RI. I I 11 I I I fl 1 1 -I r - , I 1 Q 3' 21,2 • I I I I vnll coi DR o v c 1 11/z ' I ♦ / I I h i t 11 I I I V I I LIA- __ _ _ -_ JI I I I I I LIJ3. - I I 1 1 L-L _ \ \ PROJECT NUMBER: 20900.00 \ ` � I / \ 111 j- fY - - - - - - ; I 11 ,4 I . \ l yIf 11 I 12• I �[- - - + - - -i- - ' - - - � I I I ISSUE REVISION DATE I I I I L_J _1L - - - - - _ � I 1 I I I I - - - - _ - - - 1j 1- J _ - - _ _ _ _ J I I I I I 11 1 L----� - ! I I 09 BLDG. 4/CONST. 10.11.04 IL - - - - - - - - - - - - - 1 _ '-7 - - - - - - - - - - - -' - - - - - - 9A FIIVALCONST. 01 .03.05 1 If I ) ♦ / if 11 1 1 I I g 1 1 I I (p ADDENDUM 5 05,16.05 ao- r l 1 1 I I II / n I I I I 1 ` -r1�AI 11 1 .\ L - - - - - - � 111 / � I IIII // 11 I- - - - - - - - - - - - - - - - - - - - - - J r - - - - - - - � I / lilt � � L - - - - - - - - - - _ - - - - - - - - - - - - 1 - - - r - - - - -� II- - - - - - r - QI ,-,- I 3 1 p2 ' ° I 1 1 I I t 1 CR LSPACE PLUMBING PLAN a D SHEET NbTESs C-eNERAL PIRA SCALE: /a . I 0 SAN UP_ 1_ PLUM IS SHOWN DIAGRAMATICALLY Q BING FOR CLARITY. NO WATER OR DRAIN NORT14 LINES SHALL BE f;a1N IN EXTERIOR WALLS. BUILDING 4 GARAGE LEVEL PLUMBING M--6- ENGINEEiZS, W6 PLAN FJAf 148 E BEA1M OM BLVD, WE 307 P1 .4A OX 5 0, AVON, G'D. 81620 P : ( ) 10-6000 W Mo) *9-1'Kll © 2004 42140 ARCHITECTURE, INC, PP00 HFG G *••... � • ...��nSr O:a�PEL FqG`0 . 0 �O 3 7/49 c v�'•� �s A 7as V � Wo 1/2 ' CW UP TO NB-I 1 I O I I 3/4 ' GAS UP4DN I I x r ' I I = v 1 W q ddIpmol` I I I 1 ..� W I' GAS UP I I 11/2 ' GAS D14 ;_r /s • CW UP TO NB-1 " " i I 3j40 GAS UPEDN a 1 l 1 ' I I I V' L U L I GAS CONNECTION FOR FIREPLACE I ' 1• I OWNER/Dh'YELOPER VENT UP t I ; VAIL RESORTS - --- --• ❑2 i ; DEVELOPMENT r----� 3' SAN UP J ' COMPANY AVON, COLORADO 3' SAN DN 11/2 ' GAS ON ST 2 - -SAN QI t' GAS UP gR(91I7H(TOP RECORD -1 3• SAN Up--\ 11/2 ' SAN UPtDN I 11/z • 3' SAN UP U . �,, VENT UP - L-3 - - - - - - - - - - = I -- - - VENT UP R+ recnRU= SAN UP Dllt r, Colorado g — �` I — _ _ - - BT_2 L J MASTER FLAMER I I/2 • I 1�/z • DN AN— _ Q, ❑I 11/2 • DESIGN ARCHTrHCr I - - - - - L', 14 4CWUP '/2 ' - -- - - - _ NEW YOHART � HOWER TO SINK 3 — __ - - - 1' - - - - - RK NEW Y(R1K 3'4 • 3'4• U - - - - - - - - - - - - — Q - - - - - - - - - 5 DN a MONROYAbNflWMJA-XGINNJ�IIiC ad ' s • I z GAS ON TO 11 — AVON,LY)IARAW • � - _ - - 2 ,CsAS ON I/ ' VENT � MPGIIAN[CgI.AlFl.1'RICAI.ENGINEER BOILERS — 3/4• `--- ----�---� nvon coLOA� GAS METER 3j4 • GAS UP RANGE ( 1215 CFH) 1 I/z ' I/z ' H4CW UP TO KS CrvE. ENCmEnR viz ' VENT UP — 3 SAN UP I III/z ' vnnE�'coiRrnDOG,mc 3Z44 • 1 F CA_ - - 4CW UP 3/4• I 1 PROJECT NUMBER: 20900.00 I GAS UP r____� �i2 • — ISSUE REVISION DATE 34• 3j40 I G 09 BLDG. 4/CONST. 10.11.04 I V U I = I 9A FINAL CONST. 01. . 5 1/2 I 11033 MBNJ c�-2 /4 ' 1 = 2 I• U I GAS METER I i►1G i I (1215 CFH) 1R ADDPSVDUM 5 05.16.05 • 1 1 31 �I Ir/z • QI 3• SAN UP = ---- --�` � I''s ' ` r 1 3/4 ' tVz • UP 0 2• I VENT UP -- ,lll• I�z • � O � / / WC-1 I' DOMESTIC MAIN P325 FOR CONT- �z ' CWS UP TO HB-1 1 LOWER LE EL PLUMBING PLAN SHEET NOTESm PIAB scALE= 4 a 11-01 GENERAL NOTES: D SAN UP BUILDING 4 1. PLUMBING IS SHOWN DIAGRAMATICALLY LOWER LEVEL FOR CLARITY. NO WATER OR DRAIN NORTH Q PROVIDE GAS COCK AND LINES SHALL BE RUN IN EXTERIOR WALLS. GAPPED, THREADED CONNECTION. PLUMBING M—& EN4INEER o INe. PLAN 0048 E. MAW CWX 100 WE 30) PUB p.0, SOX SAO, AVON, CO. 11CO 1"'4000 fAX: (9M) 141-11SI