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West Day Subdivision Lot 3 Building 6 (3)
System No, C-AJ-8041 ----- ----. .._-_. - System No. W-L-3161 System No. W-L-3111 System No, C-AJ-3095 © 2004 42 140 ARCHITECTURE, INC. F RATDVG = 3-I 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 i HR.At bent - 10 CFM/sq ft L Rating T RATING - 0 HR T Rating - 0 Hr T RATING = 0, 1/2 & 3/4 FIR, (See Item 3) t� riF cot L Rating At 400 F - Less Than 6 CFIM/sq ft E. RANDAL A JOH SON r A 4B A 3 5 � 4A 3 � 5 1 aw/ WWW.•/ 2 �. -- r • 4$ - a 3 2 2 V 4 A F" 3 o SECTI�I A-A w a -=-- SECTI[1�i A-A A 2 � 1. Wd Aeeen* — The l or 2 Hr fire rated gypsum wallboard/stud wall rH Q 0 A SECTIt�i A—A assembly shall be constructed of the materials and in the manner described in the individual U400 Series Wall or Porbtion Design in the UL Fire Resistance Directory and shall include the fallowing construction features: 1. Floor or Wd An=* Min 2-1/2 in. thick reinforced lightweight or 1. Floor or Wall Aseembly — Min 4-1/2 in. thick reinforced lightweight or SECTION A—A normal weight (100-150 pcf) concrete floor or min 5 in. thick reinforced A. Studs "C-T" shaped studs 1� in. wide by 2—Y2 in. normal weight (100-150 pcf) concrete floor or min 3 in. thick reinforced ■y deep, fabricated from 25 MSG gals steel, spaced max 24 lightweight or normal weight concrete wall. Wall may also be constructed V lightweight or normal weight (100-150 pcf) concrete wall. Wall may also in. OC_ of any UL Classified Concrete Blocks*. Max diam of opening is 6 in. be constructed of any UL Classified Concrete Blocks*. Max area of opening is 192 sq in. with max dimension of 24 in. B. Wallboard Gypsum* -- One layer of nom 1 in. thick, 24 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. w •F4 See Concrete Blocks (tuner category in the Fire Resistance Directory wallboard with square or tapered edges. The Yg in. thick 2 SEW Stew�e (Optional) -- Nom 6 in. diam (or smaller) Schedule 10 for names of manufacturers. gypsum wallboard type, number of layers, fastener type and 1, WaN The fire — rated sum wallboard stud wall assembly shall be or heavier steel i cast or routed into floor or wall assembly, flush W 2 Through Penetrants — Amax of 4 pipes, conduits or tuning to be Aal�lbht gyp � y ( ) pipe g y, installed within the opening. The space between pipes, conduits or sheet orientation shall be as specified in the individual Wall constructed of the materials and in the monner specified it the individual U300 with floor or wall surfaces. 94 Z tubing shall be 1-112 in. The space between pipes, conduits or tubing nd Partition Design. Max diam of opening is 4 in. or U400 Series Wall and Partition Designs in the Fire Resistance Directory and 31 Cables Aggregate cross—sectional area of cables in opening to be min 25 U V) 9 The hourly F Rating of the firestop system is equal to the hourly fire rating of shall include the following construction features: Pe P aggregate Z and periphery of opening shall be min 1--5/g in. to max 2-1/2 in. Pipe, the wall assembly in which it is installed. percent to max 45 percent of the a re ate cross—sectional area of the conduit or tubing to be rigidly supported on both sides of floor or wall 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. 2. Metalge Sleeve — Max 4 in. diam cylindrical sleeve fabricated from min steel studs. Wood studs to consist of 2 b 4 in. lumbers spaced 16 in. Any combination of the following types and sizes of metallic conductor or fiber ,] assembly. The fallowing types and sizes of metallic pipes, conduits or M ,arse m. be used: 0,016 in. thick (28 gouge) galv sheet steel and having a min 1 in. lop along OC. Steel studs to be min 2-1/2 in. wide, fabricated from p min 25 MSG optic cable may be used: gyp a y the longitudinal seam. Length of steel sleeve to be equal to thickness of A. Max 500 kcmil single copper connector power cable with thermoplastic A. tripe — Norn 3 in. diam (or smaller) Schedule 10 (or heavier) �l galvanized steel, spaced max 24 in. OC. steel pipe. wall. Sleeve installed by coiling the sheet steel to a diam smaller than the * insulation and polyvinyl chloride PVC jacket. When single copper B. Gypsum Board 3/8 in. 4 ft wide with square or tapered edges. The I�� y (PVC) j� nc} PPe B. T — Nom 3 in. diam or smaller Type t or heavier through opening, inserting the coil through the opening and releasing the coil conductor power cable is used T Rating is 0 hr. 0 C �9 ( ) yp ( ) g P g g gypsum wallboard type, number of layers and sheet orientation shall be as P 9 copper tubing to let it uncoil against the circular cutouts in the gypsum wallboard layers. specified in the individual U300 or U400 Series Designs in the UL Fire B. Max 350 kcmil single conductor power cables with either aluminum or C. Copper Poo — Nom 3 in. diam (or smaller) Regular (or heavier) copper 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 pipe. along the longitudinal seam. D. Condom — Nam 3 in. diam (or smaller) electrical metallic tubing or 3. Cable — Aggregate cross—sectional area of cable in opening to be max 2. lC �6M@ — Optii011a1 The nominal 4 in. diam steel electrical metallic single aluminum conductor power cable is used, T Rating is 0 hr. steel conduit. 33 percent of the cross—sectional area of the opening. The annular space tubing (EMT) or Schedule 5 steel pipe friction fit into wall assembly and installed When single copper conductor power cable is used, T Rating is 1/2 hr. � flush with wall surfaces. C. Max 300 pair No. 24 AWG copper conductor telecommunication cables with — (Optional) between the cable bundle and the periphery of the opening to be min Y in. 3. Cuba Aggregate cross — sectional area of cables in cable troy to be max 25 polyvinyl chloride (PVC) insulation and jacket material. When telecommunication 3. — Max 1 in. thick hollow cylindrical heavy to max M4 in. Cables to be rigidly supported on both sides of the wall percent of the cross — sectional area of the opening. The annular space cable is used, T Rating is 0 hr. OWNES DEWIDIM density (min 3.5 pcf) glass fiber units jacketed on the outside with an all assembly. Any combination of the following types and sizes of copper con— service jacket. Longitudinal joints sealed with metal fasteners or factory— ductor cables may be used: between the cable bundle and the periphery of the opening to be min 1/6 in, D. Max three copper connector No. 6 AWG cable with polyvinyl chloride (PVC) applied self—sealing lop tape. Transverse joints secured with metal A. Max 7/c No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket. 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 cable is used, VAM RESOR'T'S fasteners or with butt strip o supplied with the product. A nom Any combination of the following types and sizes of cables may be used: T Rating is 0 hr. DEVELOPMENT P Pe PP p B. Max 25 pair Na. ax AWG telephone cable with PVC insulation and jacket. A 6 pair — No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulation E. Max 7/C copper conductor No. 12 AWG multiconductor power and control annular space of i-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. thick pipe covering is used. The T Rating is D. Multiple fiber optical communication cable jacketed with PVC and having 0 hr. when pipe coveng is less than 1 in. or is omitted. a max OD of Y' in. R 24 fiber optic cable with polyvinyl chloride (PVC) outer and subunit jacket- jacket. When multiconductor power and control cable is used, T Rating is AVON,COLORADO See Pipe and Equipment Covering -- Materials (BRGU) category in E. Max 3 c No. 12 AWG co Type / polyethylene ( ) polyvinyl 3 4 hr. / copper conductor steel clad cable. C. T RGU 59 coaxial cable with PE insulation and / ��� the Building Materials Directory for names of manufacturers. Any pipe .(PVC} jacket. F. Multiple fiber optical communication cables jacketed with PVC and having a max XECORD covering material meeting the above specifications and bearing the 4. fire�op — The firestop system shall consist of the following: outside diam of 1/2 in. When fiber optic cable is used, T Rating is 3/4 hr. UL Classification Marking with a Flame Spread Index of 25 or less and A. Packing Moteriol—Min 2 Y in. or 2—� in. thickness of min 4 pcf mineral D The 2/C No. 10 AWG cable with ground with polyvinyl (PVC) insulation and wool butt insulation firmly packed into opening on one side of the wall as ,jacket. G. Max 3/C copper conductor No. 12 AWG with Bare aluminum ground, polyvinyl a Smoke Developed Index of 50 or less may be used. 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, 4. 9 Mo6erid — Min 4 in. thickness of min 4.0 pcf mineral wool haft ecessed from the room side of wall as required to accommodate the 1 2 in. flexible metal conduit. T rating is 0. �lei insulation firm packed into opening as a q f AFC CABLE SYSTEMS INC rte,ciao lY pac pen g permanent form. Packing required thickness of fill material. 4. Fill. Void Or Candy Material* Putty — Min 5/8 in. thickness of fill material applied mater�a! to be recessed from top surface of floor or from both surfaces B. Fill, Void or Cavity aterial—Sealant* — Min 1 in. thickness of fill material 4 Pod$ng Min 2 in. thickness of min 4.0 pcf mineral wool Batt insulation of wall as required to accommodate the required thickness of fill within annulus flush with both surfaces of wall. Fill material to be forced into firmly packed into opening h o permanent form, Packing material to be recessed material. applied within sleeve, flush with surface of wall. interstices of cable bundle to the max extent possible on both surfaces of wall. PYAMM Hilti Construction Chemicals, div. of HILTI, INC. 1/2 in. from top surface of floor or from both surfaces of wail as required to & 5. FR. libld or Cavity 1f N — Sealant — Min 1/2 in. thickness of fill Additional fill material to be installed such that a min 1/4 in. crown is formed D]MGNARCIIITECr accommodate the fill material. material applied within the annulus, flush with top surface of floor or FS—ONE °n around the cable bundle and lopped over the steel sleeve. 5. �t yWd or �!► -- Sealant Min 1/2 in. thickness of fill material HART I HOWERTON with both surfaces of wall. *Bearing he UL Classification Markin HILTi CONSTRUCTION CHEMICALS, DiV OF applied within the annulus, flush with top surface of floor or with both surfaces of wall. NSWYOffiC,N$�VYMK HILTI CONSTRUCTION CHEMICALS, DIV OF g g HILTI INC — CP618 Firestop Putty Stick HILTI, INC. — FS—ONE Sealant *Bearing the UL Classification Marking HILTI CONSTRUCTION CHEMICALS, DN OF *Bearing the UL Classification Marking HILTI INC FS—One Sealant. slxvcxUXALxNGn►M *Bearir.g the UL Classification Mark MONROE&NEWEUft J INC AVON,COLORADO MECHANICAL ELIICPRIC I MGII 1M M:8 ENGROM 1W AVON.COLORADO CIVII.MURAM ALPINIIHNIS IMMa .,DIC. VAII,COLOBADo PROJECT NUMBER 2090000 ISSUE REVISION DATE 04 CONS=DM FOR PERWr 07.23.04 05/06 CONST DOC 08.13.04 07 BLDG.2/CONS=. 09.0104 08 BLDG 3/CONST 092404 09 BLDG 4/CONST. 10.11.04 10 BLDG.5/CONST. 1025.04 5B FINAL CONST 01.03.05 W7A/8A/9A/10A/11 FINAL CONST 01.03.05 16 ADDENDUM 5 05.16.05 ALI _Y tl1 r O N N Z Q- - 7 n FIRESTOPPING v DETAILS TUNNEL & RESIDENCES kn kn Q MULTIPLE METAL PIPES CABLE BUNDLE IN GYPSUM CABLE BUNDLE IN CABLE BUNDLE IN u u L N 4 IN CONCRETE : 3 - HR RATING SHAFT WALL: 2 - HR RATING GYPSUM WALL: 2 - HR RATING CONCRETE : 3 - HR RATING 1 SCALE: N.T.S. CA.i-8041 3 SCALE: N.T.S. wt--3161 2 SCALE: N.T.S. wu—s>>> SCALE: N.T.S. t:A.1-3095 A552 u v V System a FF-D-Hr A System No, FW-D-1011 System No. W-L-8019 System No, W-L-8019 © 2004 42140 ARCHITECTURE, INC. Assembly Rating - 3 - Assembly Rating - 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 1/2` NOMMI Joint Width - 3-1/2 T Rating - 0, 1/2, 11 1-1 12 and 2 Hr (See Item 2) T Rating - 0, 1 12, 11 1-1/2 and 2 Hr (See Item 2) pV co 0 Class II Movement Capabilities - 14% Compression or Extension Class II Movement Capabilities - 14% Compression or Extension (�D 4,'�Q� E. RAND L 2. ihrm* Pewhvnt One metallic pipe, conduit oFttube to be installed Ceither concentrically or eccentrically within the r'F C JOHN N 1 •° 4 firestop system. The min annular space between the pipe, conduit or tube and the periphery of the opening shall be E B 20 min. 0 in. (point contact). The annular space between adjacent penetrants shall be min 3-1/2 in. The following types F and sizes of metallic pipes, conduits or tubes may be used: O D �f✓ ' _ _ ___ _ ;" 1 Steel Pipe Nom 4 in. diam (or smaller) Schedul 10 (or heavier) steel pipe. G l l 1 l' Iron Pipe Nom 4 in" diam (or smaller) cast or ductile iron pipe. 4 d q �• �� • d 1 ri 11 111 . Conduit Nom 4 in, diam or smaller rigid steel conduit. l t t 11 t l l Ul 11 111 . . ' Conduit Nom 4 in. diam (or smaller) steel electrical metallic conduit. a . e°' . . - ' • �`- ''. ;e-. < ;••• '• •, l ll 111 - �' � " l l l l 1 l l t l a .4 !l 111 •: Copper Tubing Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. l� 1 l 1111111 a. f. ': Copper Pipe Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. 3. F0, Valid or On* 1'oterfol* - Foam Fill material applied within annulus flash with both surfaces of the wall. Min fill [� lllllllll U IF a . 3 material thickess for,'1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. A F nation E L-E LA o 2. Steel Poe Nom 8 in. diam (or smaller) Schedule 40 (or heavier) steel pipe. I4 3. Pipe Covering Mlofieriah* Nom 1-1/2 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed 1. 1M A�errs6iy Min 4-1/2 in. thick reinforced lightweight or normal weight (100T150 pcf) structural concrete_ Wall on the outside with an all ice jacket. Longitudinal joints sealed with metal fasteners or factory-applied, may also be constructed of any UL Classified Concrete Blocks*. 3 4 self-sealing lap tape. Transverse joints secured with metal fasteners of with butt tape supplied with -product. The min Q{ space between adjacent penetrants shall be 2 in. s '; `` 2 1 ^ A Q See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. `' :�=•- _.�k• VJ See Pipe and Equ r�d Covring - Mlatedge (BRGU) Category in the Building Materials Directory for names of 1. Floor Assembly Min 4-1/2 in. thick reinforced lightweight or normal weight 1(?0-150 manufacturers. Any pipe covering meeting the above specifications and bearing the UL Classification Marking with a w g ( pcf) structural concrete. 2. Floor Assembly Min 4-1/2 in. thick reinforced lightweight or normal weight (1DO-150 pcf) structural concrete. Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. Z .butt SysWM Max width of joint (at time of installation of joint tern is 3�1 2 in_ The joint 4. Fly. Void or Cavlly Mataerral - Foam Fill material applied within annulus flush with both surfaces of the wall. Min fill! 1 ) / system is designed 3. JOK Sysrtern Max separation between edge of floor and face of wolf (at time of installation of joint system) is K�H =.��� „r to accommodate a max 14 percent in compression or extension from its installed width. The joint system shall consist 3--1/2 in. The joint system is designed to accommodate a max 14 percent in compression or extension from its 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 of the following: installed width. The joint system shall consist of the following: A � F FIRESTW CIMIMATO A FIRESTIF CNIMTEN II FIRESTO' CIVIGMATIIN C FIRESTUP CNIGLRATI N D W A Forming Material Min 4 pcf mineral wool butt 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 a permanent form. Pieces 2. FkarM Cortthrit Nom 1 in. dram (or smaller) flexible steel conduit. The min space between adjacent penetrants shall 9 j P 9 Pe 4 W of balk 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 ]oink direction, be 3-1/2 in. 2 ,•" -.tir _ w§: such that batt sections are compressed min 42 percent in thickness and that the compressed Matt sections are such that bott sections are compressed min 42 3j recessed from top surface of the floor as required to accommodate the required thick p P percent in thickness and that the compressed butt sections are 3. � ldord or Ca�itjr � - Foam Fill material applied Within annulus flush With both surfaces of the wall. Min fill q thickness of fill material. recessed from top surface of the floor as required to accommodate the required thickness of #ill material. material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. Cn � r yp V z Adjoining lengths of butt to be tightly-butted with butted seams spaced min 24 in. apart along the length of Adjoining lengths of bait to be tightly-butted with butted seams spaced min 24 in. apart along the length of.the far _ faint. joint. FIBREX INSULATIONS INC -- FBX Safing Insulation FIBREX INSULATIONS INC -- FBI( Soling Insulation 2. Steil Dust Nom 6 'in_ diam (or smaller) No. 2$ gauge (or heavier] galve steel duct. The min space between adjacent B. Fi!! Void or Cavity aterial* -- Sealant Min 1 4 in. . . penetrants shall be 1-1/2 in. � a- 2 A`''$� � � �"'� * __ 3. FK VbW or Cary Vabrrtwal� - Foam Fill material applied within annulus flush with both surfaces of the waN. Min fill (�~ 2 1 y / thickness of tilt material applied within the joint, flush B. III, Void or Cavity Material Sealant Min 1/4 in. thickness of fill material applied within the foist, flush 3 1 O with top surface of floor. with top surface of floor. material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. HILTI CONSTRUCTION CHEMICALS, DN OF HILTI CONSTRUCTION CHEMICALS, ON OF Bearing the UL Classification Mark �M ��� E FIREST� Ci�FI(I�TIQ�i F FIREST� CNIGI�ATIiiN G HILT[ INC -- CP601 s Elostomeric Arestop Sealant HILTI INC -- CP601 s Elastomeric Firestop Sealant *Bearing the UL Classification Mark *Bearing Wd Aeeembfy The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and Bearing 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: OWNMro�av a T RATING = 0-HR. A. Studs Steel studs 3-1/2 in. deep, fabricated from 25 MSG goly steel, spaced max 24 in. OC. B. Gypsum Board The gypsum board type, number of layers, fastener type and sheet orientation shall be as VAIL 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 osembly in which it is installed. COMPANY 2. Through Palish rte 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 ARcMrrB-rOF 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 9*AKCM1VJ 2 �table below. Any combination of the following firestop conT figurations detailed herein may be used: 5 3 2 T1 .,Cdbaidm A 0 1/2 B 1 1-1/2 1MASM PLANNM C 112 1 DENGNAMUMcr D o 2 HART I HOWERTON 1 F 0 0 NHW YOM NIMYOW G 0 0 SECTION A-A F A ''M°&�'�'' W 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 any combinatio of the following types and sizes of cables: " °r'U_RE . G. Max 25 pair No. 24 AWG copper telephone cable with polyvinyl chloride (PVC) insulation and jacket materials. AVON.GOIARAW H. Max 7/C No. 12 AWG cable with PVC insulation and jacket materials. CrALENC NSM L Multiple fiber optical communication cables with PVC jacket material and having a max outside diameter of 3/8 "'pn"B� `a`' VA1L,OOIARADO in. 1. Floor or Wal A - Min 2-1/2 in. thick reinforced lightweight or J. Max 3/C No. 12 AWG steel clad 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. 3. Fl. void or Caln�y - Foam Fill materiial applied within annulus flush with both surfaces of the wall. Min with max dimension of 32 in. 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_ ISSUE REVISION DATE See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 04 CONST DOC 2. Cable Trey • - The following types of cable trays may be used: F El A. Max 24 in. wide by max 4 in. deep open ladder cable troy with 2. Copper Tuber or Pipe Nam 1 in. diam (or smaller) Type L copper tube or nom 1 in diam (or smaller) Regulary (or FORPERMIT 07.23.04 channel-shaped side roils formed of min 0.050 in. thick steel with heavier) copper pipe. Min space between adjacent penetrants shall be 3 in. 05/06 CONSTDOC 08.13.04 A-shaped rungs spaced 9 in. OC. 3. Tube kwAothn - Pk ce+ Nom 3/4 in. thick acrylonitrile 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 1 in. deep See Pk + (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. 0924.04 A max of three cable trays to be installed in the opening. Of the three Classificationof 94-5VA may be used. 09 BLDG.4/CONSr. 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 Rr+estOp n The firestop system shall consist of the following: cable tray and the periphery of the opening shall s 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. both surfaces of wall. Y g iy pp Y 56 FINAI.CONST 01.03.05 3: Cabies>s - Aggregate cross-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 coble 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/10A/11 max 20 percent of the cross-sectional area of aluminum cable tray, FINALCONST 01.03.05 based on a max 3 in. cable loading depth within the cable tray. Any F' C -' combination of the following types and sizes of copper conductor cables may in used: Z " Woods (PVC) 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. F�stop The firestop shall consist of the following: jacket. A. Fill, Void or Covity 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 4. Forme (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 contour of the penetrating item and positioned as required to accommodate kiln filll material thickness for l hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is & in. Y the required thickness of fill materials. Forms may be removed after fill n material has cured. N 5. Fill, void or W* M W - Mlwkw - Min 2-1/2 in. thickness of fill material applied within the annulus. Fill material is mixed at a rate of 2.5 FI R ESTO P P I N G 0 parts dry mix to one part water by weight in accordance with the installation DETAILS instructions HILTI CONSTRUCTION CHEMICALS DN OF TUNNEL & RESIDENCES T. HILT] INC - Type FS635 or CP636 to LO *Bearing the UL Classification Marking LO CONCRETE FLOOR TO CONCRETE FLOOR TO CABLE TRAYS IN MULTIPLE PENETRATIONS IN FLOOR JOINT : 3 - HR RATING WALL JOINT : 3 - HR RATING CONCRETE: 3 -- HR RATING GYPSUM : 1 OR 2 - HR RATING 4 SCALE: N.T.S. FFD-1011 3 SCALE: N.T.S. r*0_1011 2 SCALE: N.T.S. CAJ-4017 1 SCALE: N.T.S. WL-801e A553 9 J A V—5j" 1/8" TO 1/4- GAP NOTE DELETE CAVITY ® 2004 42140 ARCHITECTURE, INC. FILLED WITH FIRE SIDE LAYER OF GWB VARIES 1/8" TO 1/4- GAP FILLED RATED SEALANT. WHERE FURRED WALL`' F-1 _`2" WITH SEALANT. ASSEMBLY ASSEMBLY SHALL BE OCCURS. Q7� Cola 3 TYP.ALL BE AIR IMPENETRABLE, x AIR IMPENETRABLE. (1) LAYER " TYPE STRUCTURE "X" GWB BOTTOM OF SLAB HEAD METAL CEILING RUN ER A 1 x or 2x WOOD AB E. RAND L B = VAPOR RETARDER ON FIBER BATT. TYP. INSIDE FACE OF WOOD SIDING {RE: EXT. .JOHN EV WOOD TOP PLATES ELEV'S) STUDS (TYP-) 2; (3) LAYERS R" TYPE 'X' SHAFT SIDE INSIDE OUTSIDE STONE VENEER _ GWB WITH STAGGERED FURRED STUD WALL FULLY GROUTED I JOINTS " 1'° LINER BOARD WEATHER-RESISTANT (RE: PLANS FOR I WITH FLASHING HEAD : - ((2) LAYERS TYPE X WALL TYPE AND WEEP GINB WITH STAGGERED SILL ., O C WOOD D ST F BER BATT BARRIER } I I p A HOLES JOINTS A I (2) LAYERS TYPE X GWB " PLYWOOD METAL J—RUNNER SHEATHING ON INSIDE OUTSIDE PROVIDE ADDITIONAL LAYER " A2X6 WOOD STUDS W OF GWB WHERE MASTER VARIES WEATHER- BEDRM. OCCURS 1/8" TO 1/4- GAP V RESISTANT FILLED WITH FIRE a p BARRIER RATED SEALANT. ASSEMBLY SHALL BE FIRE ASSEMBLY O GRID AIR IMPENETRABLE. 04 J 1" LINER BOARD PER UNDERWRITERS LABORATORIES INC.: Q Q PLAN - - _ BXUV.U356, Design Na. U356 8" 7.,t 24" C—H STUD 0 24" O.C. r11■I■� , (2) LAYERS TYPE "X" GWB W I S V J ~RIOR PROVIDE ADDITIONAL LAYERS W AIRSPACE, MIN. L1 PER UNDERWRITERS LABORATORIES INC.: OF GWB AS REQ'D. PER DTL. 2x6 WOOD STUDS BXUV.U356, Design No. U415 0 16" O.C. 2/A535 SIM. Q O SILL s •' GATT INSULATION 2--HR SHAFT WALL 1 — ��.���TERMQ�R �WA�L�L Ca? WD. SIDING V FILL 3" CAVITY WITH _d L S A X I MINERAL WOOL, APPROVED a = AS FIREBLOCKING ® W 7 .. WOOD SILL PLATE 1 —HR EXTERIOR WALL C CONC. FDN. TOP OF SLAB c1] U SCALE: 1 1 2 = 3 —0 F SIDE LAYER OF GWB " Z 1/8- TO 1/4- GAP FILLED WHERE FURRED WALL (1) LAYER TYPE IF WITH SEALANT. ASSEMBLY OCCURS. "X" GWB STUCCO SYSTEM w O SHALL BE AIR IMPENETRABLE, VAPOR RETARDER ON a TYP. © INSIDE FACE OF WOOD WEATHER--RESISTANT QPROVIDE ADDITIONAL LAYER STUDS (TYP.) BARRIER O 1 OF GWB WHERE MASTER STRUCTURE BEDRM. OCCURS HEAD INSIDE OUTSIDE WOOD TOP PLATE(S) PROVIDE VAPOR A WOOD STUDS 0 16" O.C. " PLYWOOD BARRIER WHERE WITH 54" FIBER BATT SHEATHING ON STEAM SHWR. OCCURS A 2X6 WOOD STUDS OWNEVDEVELOM BATHROOM SIDE 1"t VAM RESORTS �34 W WITH STAGGERED " DEVELOPMENT JOINTS 5/8 GREEN BOARD SILL • FIRE ASSEMBLY COMPANY GRID FILL CAVITY WITH MINERAL 5/8" GWB PER UNDERWRITERS LABORATORIES INC.: AVON,COLORADO WOOL, APPROVED AS FIREBLOCKING BXUV.U356, Design Na. U356 Q AkCltrrWror1EC0W WOOD SILL PLATE PLAN 2x6 WOOD STUDS 2X6 WOOD STUDS EVA Duu . ... ® 1 s" o.c, TYP. K4 �TERIOR WALL ® D.�MIS N A PROVIDE ADDITIONAL LAYERS " GREEN BOARD OF GWB AS REQ'D. PER DTL. ((2} LAYERS I" TYPE 'X' A 2/A535 SIM. ,coo GWB WITH STAGGERED W R 2X4 WOOD STUDS ^ PER GYPSUM SOCIATI N FIRE JOINTS A PAN FIBER BATT K3 > DELETE FIBER GATT & GWB & & DffiIGN� BE}ST VE DESIGN MAMUA (16TH PROVIDE STUCCO SYSTEM BOTH ED. GA FILE N0. 3820 PROVIDE ADDITIONAL LAYER SIDES OF GWB WHERE MASTER WOOD STUDS 0 16,� O.C. HART I HOWERTON _ BEDRM. OCCURS GWR K2 WALL 0 PIERS 2X4 WOOD STUDS NOTE: ANY LATERAL BRACING CONNECTION DELETE FIBER BATT & GWB SHALL EMPLOY A © CAVITY SIDE �o �AVON.COLORADO T1 RUBBER—IN—SHEAR SHEAR DEMISING ISOLATED WALLS.WAY BATHROOM WALL 2XS WOOD STUDS 2X4 WOOD STUDS TI USED EXTERIOR !ALL ® SKI CLST. � � N 1 scALE: , , 2 z —o srC 44 K1 DELETE FIBER BATT MEW► ,RC AVON,COLORADO NOT USED —H"kMI SING WAL L BATHRqR� WALL 2X4 WOOD STUDS ® 1 —HR EXT. WALL C STUCCO 2xs wooD T R , s> � N sCaLE: , , z src CMMM ALPINE BNGTNPERNG,INC. VAUL COLORADO VARIES R 20900.00 A8 � 0 2X6 WALL E:NOT FLOOR PLANS PROJECT NUMBE "MIN. ff 4 " 0 2X4 WALL GRAPHICALLY INDICATE THICKNESS OF TYP. FRAME L%UBB REVISION DATE WALLS (2X4 OR 2X6 HEAD I STRUCTURE 1'-1 3" 06 CONSTDOC WOOD TOP PLATE(S) STRUCTURE 4 HEAD FOR PERMIT 08.13. PRIMARY WALL A WOOD TOP PLATES (1) LAYER " TYPE 07 BLDG.2/CONST. 09.0204 (RE: PLANS FOR "X" GWB STONE VENEER A WALL TYPE) 1N6" O.0,STDS TYP.� VAPOR RETARDER ON FULLY GROUTED BLDG.3/CON5T. 09.2404 WITH FLASHING g A Aq 5/8" GWB AND WEEP HOLES INSIDE FACE OF WOOD Q Q BLDG.4/CONST. 10.11.04 Q Q FIBER GATT A STUDS (TYP.) OUTSIDE 10 BIDG.S/CONST. 10.25.04 FIBER BATT, TYP. PROVIDE VAPOR SILL � I RETARDER 0 WARM SIDE INSIDE 6A/7A/8A/9A/10A/11 I OF EXT. WALLS, TYP. SILL WEATHER—RESISTANT FINALCONST 01A3.05 BARRIER SILL PLATE WOOD STUDS 0 16" O.C. 16 ADDENDUM 5 05.16.05 WOOD SILL PLATE A WITH 51" FIBER BATT " PLYWOOD SHEATHING ON 5/8" GWB 2X6 WOOD STUDS _ w00D STUDS ® 16" - PLAN WOOD STUDS 0 16" O.C. O.C., TYP. 6i" 7"t PLAN 2v FIRE ASSEMBLY o S PRIMARY WALL $ (RE: PLANS FOR SIDE GWB STUD EACH PER UNDERWRITERS LABORATORIES INC.: L WALL TYPE} SIDE OF STUD BXUV.U356, Design No. U356 M4 T 2x6 WOOD STUDS ch DELETE GWB ® ATTIC SIDE OF M3 NOT US D WALL 12 EXT RI4R W ® DEMISING 2xs wood STUDS WALL TYPES PROVIDE ADDTIONAL LAYERS Q2 FURRED 2X6 WOOD STUDS OF GWB AS REQ'D. PER DTL. RESIDENCES NOT . U�- .,._.. ._ _._._ DELETE GWB & FIBER 2/A535 SIM. N GATT � Ac wLLs WOSS a JPE 1 UR _ 1---Cr L 2x4 WOOD STUDS O M 1 INTE �IRI LL 2x6 W0oD STUDs DELETE FIBER�TT do GWB R SCJIL£: t t z CAVITY SIDE 8 v NOT USED FURRED WALL 2x6 WOOD STUDs a , INTERIOR WALL 2X4 WOOD STUDS M SCALE: = 1 -o d 1 :IiR EXTERIOR WALL STN. STUD F d WOOD A61 I W © 2004 42140 ARCHITECTURE, INC. DOOR SCHEDULE DOOR SCHEDULE CONrD. SIZE ���0�'4D DOOR ROOM NAME DOOR FRAME LABEL HARDWARE REMARKS DOOR ROOM NAME SIZE DOOR FRAME LABEL HARDWARE REMARKS NO. WIDTH HEIGHT THK. TYPE MAT'L MAT'L HEAD JAMB THRESHOLD (MIN.) SET N0, IN. WIDTH HEIGHT THK. TYPE MAIL MAIL HEAD JAMB THRESHOLD ) SET E. RANDAL UNIT TYPE A UNIT TYPE B � T07B LOWER ENTRY - - HM 1 PT HMl PT - - - 180 - Refer b Tunnel Constrtxdon Package TOM GARAGE ENTRY - - - - HM 1 PT HMI PT - - - 180 - Refer to Tunnel Constrtw•tion Package Sf[? ARCS T07C GARAGE 16 - - - - HM I PT HMI PT - - - 90 - _ _ _ - - - - - Refer to Tunnel Construction Package T07.� DUMBWAITER HM 1 PT HMI PT 90 Refer to Tunnel ConsWction Package TOlD MECHANICAL - - - - HM 1 PT HMI PT - - - 180 - Refer to Tunnel Constnx tlon Padkage TOM MECHANICAL ® - - - - HM 1 PT HMI PT - - - 180 - Refer to Tunnel Conshaon Padkage A001A CLOSET Pr. 1'4* 7"-0" 1314" A WD 1ST WD 1ST 1 OfA712 91A712 - 03 BW1A LOWER ENTRY 7$" T-0' 1314" A WD I ST WD I ST 101A712 9/A712 A - 06 W AOO1 B STORAGE 3'- 7' 0" -0" 1314" A WD 1ST WD 1ST 101A712 91A712 - 06 B0t�1 B LOWER ENTRY 2'-8" r-00 13140 A WD 1ST WD 1 ST 10712 91A712 - V BATH 1 2'-4" T4" 1314" A WD 1ST WD I ST 1 OIA712 91A712 - 02 800 STORAGE 2'-6' 3'-4" 1314" A WD 1 ST WD 1ST 10/A712 91A712 - 06 Low Door to Under-Stair Storage Z w o BEDROOM 1 2'$' T4" 1314" A WD I ST WD 1 ST I OIA712 91A712 - 02 4' FAMILY ROOM --9 314"x 9'2"(unit) B G 1ST WD 1 ST 61A712 7/A712 31A535 - 05 Slider 0.4 A003B BEDROOM 1 Pr.2'-0' 7"0 13148 A WD I ST WD I ST 10IA712 91A712 - 08 Bi-Pass BEDROOM 2 2'-8' r-W 1314" A WD 1ST WD I ST 10VA712 91A712 - 02 A � BATH 2 2'-4' T-0' 1314" A WD I ST WD/ST I OIA712 91A712 - 02 1300613 BEDROOM 2 Pr. 1'-10" T-00 1314" A WD I ST WD 1ST 10/A712 91A712 - 08 Bi-Pass Q A00413 BATH 2 2'-4" T-0" 1314" A WD 1 ST WD 1 ST 101A712 91A712 - 02 8007 BATH 2 2'4" r-W 13/4" A WD!ST WD 1ST 10/A712 9/A712 - 02 W B an 0 EDROOM 2 2-80 r-V 1314" A WD 1 ST WD 1 ST 10/A712 9/A712 - 02 BEDROOM 1 2'$" 7'-0" 1314" A WD 1ST WD 1 ST 10/A712 91A712 - 02 �y O rA005A BEDROOM 2 Pr. 1'$" 7'-0' 1314" A WD I ST WD I ST 101A712 91A712 08 Bwass BEDROOM 1 Pr.2'-8" T-0" 1314" A WD 1ST WD 1 ST 101A712 91A712 - 08 BI-Pass FAMILY ROOM 4'9314"x 9'-2'(unit) B G 1ST WD!ST 61A712 71A712 3IA535 - 05 Slider BATH 1 2'-4" T-0" 13/4" A WD/ST WD 1 ST 10/A712 91A712 - 02 STORAGE 2'-6" 3'-4" 1314" A WD I ST WD 1ST 10/A712 91A712 - 06 Low Door to UnderSta it Simw A B009B B ATH 1 2'-4' T-00 1314" A WD I ST WD 1ST 101A712 9/A712 - 02 � x Aim SKI CLOSET A X 2'-6" T40' 1314' A WD 1ST WD I ST 10712 9/A712 - 07 Provide weather stripping 1310 SKI CLOSET 21-6' r-W 1314" A WD/STi WD 1 ST 10712 91A712 - 07 Z A10 ENTRY&SIDE LITES 6'-2112" 8'-0' 2114" C WD 1ST WD 1 ST 31A712 21A712 8/A531 - 01 Arched top Y-W wide door. B1 ENTRY 3'-0" 8'-0" 2114" C1 WD 1ST WD I ST 3/A712 21A712 81A531 - 01 Arched�door. � a A103B CLOSET Pr. 1'-6' T40" 1314" A WD I ST WD I ST I OIA712 91A712 - 03 B1038 ENTRY Pr. 1-W T-0" 13/4' A WD 1ST WD 1ST 10VA712 91A712 - 03 A10 DUMBWAITER - - HMI PT HM 1 PT - 8/A712 - 90 04 Refer to Tunnel Conskxft Package B1 UTILITY 2'-4" r4r 1314" A WD I ST WD 1ST 101A712 9/A712 - 06 O A10 DUMBWArrER 2 VERIFY 2'$" 1314" E WD 1ST WD/ST 8/A712 Door iO Conceal Ram Mental Door 81048 DUMBWAITER - - HM PT HM/PT - - - 90 04 Refer b Tunnel Construction Package Ai POWDER 2'-4" T4' 1314" A WD 1ST WD 1ST 1 O/A712 91A712 - 02 AID DUMBWAITER VERIFY 2'-8' 13/40 . E WD I ST WD 1ST 8IA712 Door to Conceal Rated Metal Door A107A DINING ROOM V-100 x V-2"(unk) B GIST WD I ST 6/A712 7/A712 51A532 - 05 Slider. BIOSA POWDER ALL 2'4 1314' A WD 1ST WD I ST 1 OfA712 91A712 - 02 Al I OA MASTER BEDROOM 2'-8" T-0" 1314' A WD 1ST WD I ST 1 OfA712 9/A712 - 05 B108A DINING ROOM 5'-10"x V-2"(unit) B GIST WD 1 ST 61A712 71A712 5/A532 - 05 Sliding patio doors. OWNERMEVELOM All 1A MASTER BATH 2'-4" r-W 1314" A WD 1ST VD I ST 1 O/A712 91A712 - 02 VAIL RESORTS Al I I B MASTER W.C. 2'-0" T-0" 13/40 A WD 1ST WD I ST 10/A712 91A712 - 02 B202A BATH 3 2'4" T4" 1314" A WD 1 ST WD I ST 101A712 91A712 - 02 DEVELOPMENT Al 12A MASTER CLOSET 2-40 T4)" 1314" A WD I ST WD 1 ST 10712 9IA712 - 06 B203A BEDROOM 3 2'-$" T-0" 1314" A WD/ST WD 1ST 101A712 91A712 - 02 COMPANY Al 1 UTILITY 2'-8' T4" 1314" A WD I ST WD 1ST I O/A712 91A712 - 06 B203B BEDROOM 3 CL Pr.3'-0" T4' 1314" A WD 1ST WD I ST 10/A712 91A712 08 BWass AVON,coLORnDo ARCHrrWrCFTJ9C0M B204A MASTER BEDROOM 24' r-W 13/4" A WD 1ST WD I ST 10/A712 9/A712 - 02 A201A BEDROOM 3 2'-8' T-W 1314" A WD 1ST WD 1ST 101A712 91A712 - 02 B MASTER BEDROOM 41$'x T-21/4"(unit) D GIST WD I ST 6/A712 SIM 7/A712 51A532 SIM _ 10 French lnswing I ,1 A20 BATH 3 2'-40 T-0' 13!40 A WD I ST WD I ST 101A712 91A712 - 02 B205A MASTER BATH 7-4" 7'40" 13140 A YID 1ST WD 1 ST 10712 9/A712 - 02 A202B BATH 3 W.C. 2'4" T-W 1314" A WD 1ST WD 1ST 10/A712 91A712 - 09 Pocket door. B205B MASTER W.C. 2'-4" T-0" 1 3140 A WD 1ST WD I ST 101A712 91A712 _ 02 Dow.`°'mdo A203A CLOSET 3A 2'-3' T-00 13/4" A WD 1ST WD/ST 1 OIA712 91A712 - 06 B20M MASTER CLOSET _74" T-00 1314" A WD I ST WD 1 ST 10712 91A712 - 06 MIM DESIGN AMMM EM A203B CLOSET 3B 2'-T T4' 1314" A WD I ST WD 1ST 10712 91A712 - 02 NOTES: HART I HOWERTON BEDROOM 4 2'$" T4' 1314' A WD/ST WD 1 ST 1OIA712 91A712 - 06 1. FINISHES:ReferSpedfiCat'>am Secgon 08710. NMYOMMWyow A205A CLOSET 4A 74" r4r 1314' A WD I ST WD 1ST 10IA712 9IA712 - 06 2. Pardo Doors have been sd eduied and aoordnged a000rcng to"Eagle"apache dulls. R anodes mwbdm is selected lion door sm may require mats. STRUCrUXAL M0N1M do NSWBII.BNG INC A205B CLOSET 4B 2'-" T-0' 1314" A WD I ST WD 1ST 101A712 91A712 - 06 AVON.C`LC""DO MHaffMCALE BGIMCALEtwaffm BATH 4 2'-4' T-0" 1314' A WD I ST WD 1 ST IOfA712 91A712 - 02 M-E ENGINIBBM IM AVQTt,COdAxADO A206B BATH 4 W.G. 74" T-0' 1314' A WD 1 ST WD 1 ST 101A712 91A712 - 02 OR clvt<Erg( DO MATERIAL LEGEND GENERAL NOTES PROJECT NUMBER: 20900.00 MATERIAL FINISH REMARKS ISSUE REVISION DATE 1. See Building Elevations for operator indications. HM HOLLOW METAL PT PAINTED RE: ID 2. Provide Tempered Safety Glazing where required b code. Door Type Elevations on this sheet indicate glazing that o4 coNSTDOc P Y 9 q Y YP 9 9 WD WOOD St STAINED RE:shall be tempered with the symbol T " G ALUM. CLAD WOOD. ST STAINED RE: ID FOR PERAff 0723.04 w/FuLl uTE GLASS Obi CONST DOC FOR PERMrr 08.13.04 2x6 woos mm BLDG 2/CONST. 09.0204 V�GROOVE ® BLDG 3/CONST. 09.24.04 SEE ID RAVINGS PPEE HOLE INSUL FOR DOOR GLASS ® MESQUITE WOOD �� �� O9 BLDG 4/CONEY. 10.11.04 SPECIFICATIONS 5 TYP 10 BLDG 5/CONEY. 10.2504 ® Ar 6A/7A/8A/9A/10A/11 SEE VWNDO FNNAI.CONST 01.03.05 SCHEDULE Q cc PLAN REVIEW _ CORRECTIONS 04.07.05 N ui ADDENDUM 5 05.16 05 cD j— m O W O T I x Q !in C14 N T IL 51 3 VERIFY TYPE C (WITH SIDELIGHTS & T T NECESSARY INCLUDE FRAME PEEPHOLE DOOR) cq WEATHERSIRIF" T T DOOR do STONE N TYPE C1 (WITH HALFLITE GLAZING) THRESHOLD SCHEDULE 3 4 RESIDENCES m SEE SCHEDULE 3'-0" 3'-0" SEE SCHEDULE DOOR SECTION DETAIL F A77 A7117.dwy t DOOR TYPE A DOOR TYPE B DOOR TYPE C DOOR TYPE C1 DOOR TYPE D DOOR TYPE E 0 x N IL U V © 2004 42140 ARCHITECTURE, INC. WEATHER-RESISTANT BARRIER 3/4" STUCCO SYSTEM (0 WOOD SIDING. SIM DTL) E. RAND DRIP SCREED ' MTL FLASHING W/ 1/2" JOHNS ��� HEMMED EDGE AND 6" �iC EXTERIOR WALL EXTENSION UNDER WEATHER- WALL TYPES SHEET RESISTANT BARRIER 3/4" STUCCO SYSTEM 3/4" STUCCO SYSTEM ` D ARC���� i 2X8 FIR HEAD 2x10 WOOD TRIM ® WEATHER-RESISTANT BARRIER TRIM SET FLUSH ® STUCCO WALLS. W/ FIR R WEATHER-RESISTANT BARRIER 3x10 WOOD TRIM SEE WALL TYPES SHEET AND ADZED IN 2X8 FIR HEAD WOOD SIDING WALLS PLACE TO APPEAR 3x10 WOOD ER TRIM SET FLUSH 2x8 WOOD TRIM AS SOLID TIMB HEAD TRIM W/ FIR EXTENSION � AND ADZED IN A u PLACE TO APPEAR z E-41 AS SOLID TIMBER 0 Omni ® W � A _14 1x4 WOOD TRIM A O ® W H 2x DOOR FRAME O 94 2x DOOR FRAME � FIR EXTENSION ® � SEALANT & BACKER ROD 0 ® x . SLIDING DOOR SYSTEM FIR EXTENSION ^ v�i S DOOR HEAD "TETYD0 R� HE�� A � x LiDING CLOSET DooR HEAD ENTRY t�ac H A FR A w o GYP. WALL BRD 3/4" STUCCO SYSTEM WEATHER-RESISTANT BARRIER RADIUSED BEAD Q SEE WALL TYPES SHEET STONE SILL BELOW 2x WOOD FRME owN�nEV 2x6 WOOD TRIM VAIL RESORTS GWB GWB � CLAD WINDOW/DOOR SYSTEM WOOD DEVELOPMENT WOOD EXTENSION EXTENSION COMPANY SEALANT & BACKER ROD AVON,COLORADO SEE WALL TYPES SHEET 2x DOOR FRAME D ARC ffrECroFrl8C0 ® le 3X FIR HEAD TRIM 3X8 HAND ADZED FIR HEAD TRIM ® A c rr�cn,wE Denver.Ca o & ® I nAa Nx 2x6 WOOD TRIM I-- -� - `-' - - - - - -" J - 2x WOOD TRIM I SEALANT & HART HOWERTON BACKER ROD YORIC,NEWYon: - SEE WALL TYPES SHEET � _ WEATHER-RESISTANT BARRIER UCTUM® ---- — ENGDOM moNBoE*NEW=�,INC AVON WOOD EXTENSION 3/4" STUCCO SYSTEM ,OOLORADO 2x DOOR FRAME AOcJIuuWru.SLEcrUcALmvcROM M E WQGDVBElS,D X CORNER BEAD STONE SILL BELOW AVON,COLORAM CWM EMBOM STONE SILL BELOW At OWAKEUNG.D WI VAU. COIARADO WRIOE D IN G © ® imoj=NUMBER: 20900.00 10 R OOR HEAD TYP. (/i) SLID DOOR JAMB CL DOOR JAMB ENTRY PORCH DOOR JAMB ENTRY UNIT A A-DT-Mdwg A-DT-62 drrg 3" = A-DT-46 drrg ISSUE REVISION DATE 06 CONST DOC AFOR PMW 08.13.04 RADIUSED CORNER BEAD A BLDG.2/CONST. 09.02,,04 I GWB 1y4" INTO 1 1/4- JAMB 08 BLDG.3/CONST. 09.24.04 RADIUSED BEAD 7L GWB 09 BLDG.4/CONST. 10.11.04 WOOD EXTENSION �ti 10 BLDG 5/CONST. 10.25.04 RADIUSED CORNER BEAD A6A/7A/W9A/10A/11 1�4 INTO 1 1/4- JAMB � 1 1/4" JAMB - FINAL CONST 01.03.05 7 " GWB 2x DOOR FRAME ADDENDUM 5 05.16.05 SEE WALL TYPES SHEET 2 1 1/4" JAMB 1 x6 WOOD TRIM me 2x WOOD 6 I A DOOR FRAME I I " " a 3PC BASE TRIM CORNER h " l E (BELOW) 2x WOOD TRIM I 3/4" BASE TRIM DOUBLE DOORS (BELOW) SHOWN IN OPEN 2x6 WOOD TRIM DOOR TYPES cv "3PC" BASE TRIM CORNER POSITION (BELOW) DETAILS 3/4" STUCCO SYSTEM RESIDENCES 3/4" BASE TRIM (BELOW) DUMBWAITER DOOR JAMB DOOY�J W B C ENTRY UNIT= 1 A-Di—�e.dwg RI 0 O JAMB TYP . 8 3" _ ,'-0" DT-010.dwg " L N E9 .3" = V_0" A-DT-70dwp j c 3 o N s " N V v 1 © 2004 42140 ARCHITECTURE, INC. 5'-4" 2'-4" 3'-4" � '- " 4'-8" 4'-0" 4'-8' 4'-8" 2 2 C OIL 5'-4" 'n u, r �n to !L E. RANDAL y _i I JOHNS R i I R e co Q D 6 LO I I sl 1 I i 'X LO LO R M R t R i E ,� E E `; I 0) t _t LL Ll 00 n R N jr� N T.O. PLYWOOD SUBFLOOR N CN+ — — — i i Z 0 4— TYPE A TYPE B TYPE C TYPE D TYPE E TYPE F TYPE G TYPE H TYPE 1 V� A va w � � 10'--4" rQ' V wQ � I (V o V � I z wo 8' 0" � o$ Og o 8'-0" 10'-4" DS 3'-3" = 4'-8" i 4'-8" _ O M I I - i "N I I IL to'n DWNEWDL>VI$OM I to I io I VA RESORTS in � I I - R IL i M to to A DEVELOPMENT T T CF) ;� COMPANY 00 AVON,COLORADO LL---J L__1 T E E E E Ag�CWD Cn ■ J N A TIJ T.O. PLYWOOD SUBFLOOR Demw.Coiouiao — — _ — — UMMPLANNIft a< DffiI:M AYCHTlIC[ TYPE J TYPE K TYPE L TYPE M TYPE N TYPE p TYPE P HARTS HOWERTON N$W yDm Nr67Ayow os STVIXTI 1tAL ENGOM WINDOW SCHEDULE - UNIT TYPE A �`°"�O AVO� FRAME SIZE ROUGH OPENING HEAD R.O. HL ABOVE AMW1MNWAL FLEC Rr_&ENGD ggtt TYPE WIDTH x HEIGHT WIDTH x HEIGHT PLY WD. SU9FLOOR NOTES i AVONO OLORA INC • A�Ot3,COE7D1t!►DO A (2) 2'-8' x 5'-6' 5'-4 1/2' x 5-6 1/2' 8'-3 1/2" ca�►a lal+rcn�Ie AIPM iNGMEIRMC.,INC B 2'-4' x 4'--6" 2'-4 1/2" x 4'-6 11Y fr-3 1/2' VAV~COLORA°O C (2) 2'-8' x 4'-0" 5'-4 11Y x 4'-0 112' 7'-4 3/4' D (2) 1'-8' x 5'-6' 3'-4 1/2' x 5-6 1/2' 8'-3 112' PROJECT NUMBER 2090000 E (2) 2'-4" x 4'--6" 4'-8 1/2' x 4'-6 1/2' 8'-1 1/2" ISSUE REVISION DATE F (2) 2'-0' x 5-6' C-0 1/27 x 5-6 1/2' 8'-3 1/2' 06 CONSTDOC 08 G (2) 2'-4" x 5-6' 4'-8 11/2' x 5-6 1/2' 8'-3 112' FORPERMII' 08.13.04 10'-4" 4'-8' H (2) 2'-4" x 4'-0' 4'-8 1/2" x 4'--0 1/2' T-9 1/Y ®BLDG.3/CONEY. 09.2404 1 2'-2' x 5--6' 2'-2 1/2' x 5'-6 1/2' W-3 1/2" SEE ENLARGED PLAN 2/A511 09 BLDG.4/CONST. 10.11.04 J 3'-3' x 5-6' 3'-3 112' x 5'-6 1/Y 8'-3 1/2" SEE ENLARGED PLAN 2/A511 10 BLDG.5/C014EY. 10.25.04 I K (2) 2'-4' x 3'-6' 4'-8 1/2' x 3'-6 1/2' 1-4 314' `V 10'-4" `" 4'-8a L 6A/7A/8A/9A/l0A/li (2) 2'-8" x 6'-6' 5'-4 1/2" x 5-8 1/2" 9'-3 1/2" FINAL CONST 01.03.05 M 9'-0' x 6'-6" 9'-0 1/2" x 6'-6 1/2" W-3 1/2" le ADDENDUM 5 05.16.05 N 4'-8' x 5'-6" 4'-8 1/2' x 5-6 112' W-3 112" 0 5-4" x 2'-0" 5-4 112' x7—t; 1/Y 10-3 1/Y (2) 2'-8' x 5'-6' P 2'--8" x 5'-D' / 5'-0" x 5'-0' / 2'-8' x 5-0' 10'-4 1/2" x 5-0 1/2' 15-7" TRANSOM N �y N Pi 2'-8' x 2'-8 1/4' / 5'-(f x 2'-8 11,C1 r-8' x 2'-8 1/4 10'-4 1/2' x 2'-8 3/4" 13'-3 1/4' TRANSOM e N co 00 �. Q 2'-$' x 6'-6" / 5'-0" x 6'-6" / 2'-13" x 6'-6' 10'-4 1/2' x W-6 1/2" 10'-3 1/2" c0 tp M M 2'-8' x 1'-8" j W-0' x 1'-8' / 2'-8' x 1'--ir iD 00 R 4'-8' x 2'-8 1/4' 4'-8 1/2' x 2'-8 314" 13'-3 1/4' TRANSOM S 4'-8" x 6'-6' 4--8 1/2' x 8'-2 1/2' 10'-3 1/2' T 6'-0 1/4' x 1'-9 112' 10'-3 1/2' =untin alignment w door below) T.O. PLYWOOD SUBFLOOR N It. See WINDOW SCHEDULE 1. See BuilaHng Elevations for operator indications. lip - — — — — — — .-.- -- --- - -- _ — 2. Provide Tempered Wely Gaming where required by code. Window Elevations on this sliest indicate glazing that shall be tempered with the symbd ' T ' UNIT TYPE A 3. Provide Emergency Egress Vindow Units where required by code. W Window BevaoUons on this sheet indicate units that shall be ogres with the symbol " E ' TYPE PI TYPE Q TYPE R TYPE S TYPE T A751 UNIT TYPE A �- �+1�INDOW SCHEDULE & ELEV. 1 3�g° = 1'-0" A1-WIMDSQH.drry Q 2004 4240 ARCHITECTURE, INC. 2'-2" 3'_3" a ¢'–$" ® 3'-4" 7'-0° 4'--B" 4'-0" 4'-8" A �, Q� cotQ� J. 5'-4" 2'-0" � R _, A E. AN L r JC) LO I e� 7 LO LO x e � _ = E E � x s s s _ M s N I 1 I rn 00 E rn 00 _cO 00 L==Jl cV cV iV T.0_ PLYWOOD SUBFLOOR � N a TYPE AA TYPE BB TYPE CC TYPE DD TYPE EE TYPE FF TYPE GG TYPE HH TYPE 11 TYPE JJ w H � � o - o PP1 A U A w 4'-8" 3'--6 1/2" rTl o OD CC) Z � a ® 4'-8" 4'–$" I V 2'-0" 41-0" N:1E I L L c�oN -N = C6 :1E N cll N _ N N OVNM/DHVSIV0IE'� CO x �' x °° _ °° E vAU. RESORTs �° _ I 00 DEVELOPMENT tn ro In FO M^ COMPANY E E :4T AVON,COL QRADO ------ LL==i I L-1 EE ARCNrr1 P OF RECORD d i 7 :1 N N N I QQ1 ' J T.O. . PLYWOOD SUBFLOOR N j N I TYPE KK TYPE LL TYPE MM TYPE NN TYPE 00 TYPE PP TYPE QQ TYPE PP1 TYPE RR DESIGNA�RCHITECr HART HOWERTON TYPE QQ 1 NwYOR&NHWYORR: smCrURALE14GROM bcoNRO$aNSwffismaen�s,�c wurD4w SCHEDULE – UNIT TYP): B AVON,COLORADO FRAME SIZE ROUGH OPENING HEAD R.O. HT. ABOVE �W sNCnaM TYPE WIDTH x HEIGHT WIDTH x HEIGHT PLY WD. SUBFLOOR j NOTES AVON,COLORADO AA 2'-2" x 5'-6" 2'-2 1/2" x 5-6 112" 8'-31/2- ! SEE ENLARGED PLAN 2/A511 CrALENGRam VAiL,COLORADO ® BB 3'-3" z 5'-6" 3'-3 1/2' x 5'-6 1/2' 8'-3 1/2• SEE ENLARGED PLAN 2/A511 7'-8• L 7'-1" CC (2) 2'-8' x 4'-0* S'-4 1/2" x 4'-0 1/2' 7'-4 3/4" PROJECT NUMBER 20900.00 DO (2) 2'-4" x 4'-6' 4'--8 1/27 x 4'-6 112" 8'-1 1/2" ® EE r-0' x r-6" 2'--0 1/2" x 2'-6 1/2' r-3 1/ ISSUE REVISION DATE FF (2) 1'-8" x 5'-6' 3'-4 1/2' x 5'-6 1/2' 8'-3 1/2' 06 CONST DOC = o GG (3) 2'-4" x 5'-6' r-0 1/2• x 5-6 1/2" 8'-3 1/2" FOR PERMrr 08.13.04 lf) HH (2) T–r x 4'-6" 4-8 i/2" x 4`-6 1/2" 8'-3 1/2" ®BLDG.2/CONST. 09.42.04 11 (2) 2'-0• x 5-6" 4'-0 1/2" x 5'4 1/2" 8'-31/2' j Q BLDG.4/CONST. 10.11.04 11 (2) 2'-4' x 5-6" 4'-8 1/2" x 5'-6 1/27 8'-3 1/2" 10 BLDG.5/CONST. 10.25.04 KK« 2'-0' x 3'-6' 2'-0 1/2" x 3`-6 1/2" 7-4 3/4" # VERIFY PRIVACY GUOK REQUIUNTS w/ A6A/7A/SA/9A/10A/11 BUYER/ OWNER ALL (2) 2'-0' x 4'-6• 4'-0 1/2" x 4'-6 1/2' r-4 314" FINAL.CONST 01.03.05 - MM (2) 2'-4" x 5-6' 4'-8 1/2" x 5'-6 1/2* 8'-3 1/2' a 00 2" ADDBNDUM 5 05.16.05 Q C-4 NN (3) 2'-6" x 6'--6" c1 00 (2) 2`-4" x 5'-6' 4'-8 1/2' x 5'-6 1/2' 9-3 1/Y N PP 4'–B` x 2'-8' 4'-8 1/2' x 2'–$ 1/2" 13'-38 TRANSOM S1M. FROM 00 cli QQ 4'–B' x 6'--6' 4'-8 1/2• x 8'-2 1/2' 10-3 1/2" SS UNIT TYPE A (2) 2'-4• x 1'-87 N RR r-8" x 6'-6" r-8 1/2' x W-2 112" 10`-3 1/2' z s � It aD (2) 3'-10• x 1'-8' I ' SS r–Ir x 5'-0" r-8 1/2' x 5'-0 1/2" 15'–r TRANSOM TT 7'-1" x 8'-2' r-1 1/2" x 8'-2 11Y 1d–s• UU 7'-1• x 5'–O' r-1 1/2' x 5-0 112• 15-9 1/2' i T.Q. PLYWOOD SUBFLOOR N VV'� 1` S`-0 1/2' x 1'-6 1/2' 8'-3" PROVIDE OBSCURED GLAZING (VERIFY W/ ARCHITECT) A — — r f — r GENERAL NOTES: WINDOW SCHEDULE 1. See Balding Elevations for operator Indications. UNIT TYPE B A 2. Provide Tempered Safety Glazing where required by code. Yfindow Elevations on this sheet indicate glazing that shall be tempered with the symbol ' T ' TYPE SS_ TYPE TT TYPE U U TYPE W 3. Provide Emergency Egress Window Units where required by code. window Elevations on this sheet kdcate units that shall be egress with the symbol - E " A752 1 UNIT w TYPE B — WINDOW SCHEDULE & ELEV. 3/8 — 1 0 a2--W1KD5Mdwg 1i" DIA. WOOD PLUG. © 2004 42140 ARCHITECTURE, INC. DARKENED (ANTIQUE) COfoq 3X10 WD. HEADER E. RAN L WEATHER--RESISTANT BARRIER JOHN N Z SEE 4 AS32 FOR STONE VENEER SYSTEM 3/4" STUCCO SYSTEM � AR : WEATHER-RESISTANT BARRIER DRIP SCREED a� MTL FLASHING W/ 1/2" HEMMED EDGE AND 6" r^ EXTERIOR WALL RESISTANT BARRIER WEATHER- SEE WALL TYPES SHEET SEE WALL TYPES SHEET WEEP HOLES 0 12" O.C. 3x10 WOOD TRIM u F-4 Z E 0 MTL FLASHING W/ 3/4" °d © 04 HEMMED EDGE AND 6" m A EXTENSION UNDER WEATHER- 2X8 FIR HEAD �I d RESISTANT BARRIER TRIM SET FLUSH " D. IDING 2X8 FIR HEAD 610 WOOD TRIM W/ FIR EXTENSION x A r^ A *O ® ONE SNEER TRIM SET FLUSH AND ADZED VJ W/ FIR EXTENSION STL SHELF ANGLE (RE: STRUCT.) PLACE TO APPEAR W H 2X6 WD. TRIM PLACE T 4 IPEAR AS SOLID TIMBER "04 C AS SOLID TIMBER ® R u OF HEAD TRIM 1 1/2 0 WOOD PLUG " DARKENED (ANTIQUE) STAIN ^/ 1 1/2 � WOOD PLUG GYP WALL BRD DARKENED (ANTIQUE) STAIN FIR EXTENTION SEALANT & BACKER ROD FIR EXTENSION GYP RAD. CORNER SEALANT & BACKER ROD Q CLAD WINDOW SYSTEM firs O - WOOD TRIM BEYOND 1.4 CLAD WINDOW SYSTEM © � WOOD SILL EXTENSION y2„ STONE VENEER BEYOND O _ 1 CLAD WINDOW SYSTEM � WINDOW HEAD A-Qr-S�.dw 3 WIND OW HEAD A-DT-21.dwq 9 3/4" STUCCO SYSTEM j WEATHER-RESISTANT BARRIER VAZL RESORTS SEE WALL TYPES SHEEP DEVELOPMENT © STONE SILL BELOW COMPANY WHERE OCCURS AVON,COLORADO AXclrOaasCOan 2x6 WOOD TRIM A , 1 CLAD WINDOW SYSTEM I, 43/" 1" SEALANT & BACKER ROD � owwa►,rdo„sac SEALANT & BACKER ROD MASM PIANNHR 4k ns�r A�IrcScT 11771 T HAROW 2x WOOD TRIM I ERTON ,HOW L- sTRxCmG MOMOS&NEW=ffi S,INC AVON,COLOBADO bam2uo ECAL CIRW.&BNGM M-8 ENGINBI�R,WC AVON'counmo CIVII.E1VC:III ALPfNE 8NG1N1C31NC. VAU,O MMAMO ® WOOD EXTENSION STONE SILL BELOW PRO® ] NUMBER: 2090000 WEATHER-RESISTANT BARRIER 3/4" STUCCO SYSTEM SEE DETAIL 5/A753 © ISSUE REVISION DATE 3x FIR SILL SEE WALL TYPES SHEET EXTENSION 12" 06 CONSTDOC FOR PERMIT 08.13.04 A BLDG.2/CONST. 09.02.04 WINDOW JAMB @ ENTRY B WINDOW JAMB ® BLDG.3/CONST. 09.24.04 (DNl_ffl0_W _lAM BLDG.4/CONST. 10.1104 CLAD WINDOW SYSTEM 10 BLDG.5/CONST. 10.25.04 CLAD WINDOW SYSTEM I AW7A/8A/9A/10A/11 ® CORNER BEAD BEYOND CLAD WINDOW SYSTEM FINALCONST 01.03.05 I SEALANT & BACKER ROD 16 ADDENDUM 5 05.16.05 SEALANT & BACKER ROD - 3x SOLID FIR 3" THICK ® 3x SOLID FIR 3" THICK 3x SOLID FIR EXTENSION a STONE SILL SEALANT & BACKER ROD ADZED FOR EXTENSION I N STONE SILL EXTENSION DISTRESSED r- ADZED FOR IN, ADZED FOR TIMBER DISTRESSED DISTRESSED WOOD TRIM ®® TIMBER TIMBER APPEARANCE APPEARANCE APPEARANCE OD to N FLEXIBLE FLASHING ON TOP OF MTL FLASHING TURNED WEEP HOLES 0 12" O.C. (TYP-) © L I WEEP HOLES 0 12" O.C. (TYP.) VERTICAL JAMBS TO 4 FLEXIBLE FLASHING WRAPPED 41 7 UNDER WINDOW & TURNED SEE WALL TYPES SHEET UNDER �W FLASHING& TURNED D CREATE END DAMS (TYP.) MTL FLASHING W/ 1/2" VERTICAL ® JAMBS TO CREATE < < HEMMED EDGE AND 6" Q END DAMS (TYP.) C ND DAMS (TYP.) S TO CREATE EXTENSION UNDER FLEXIBLE SEE 4/A532 FOR STONE 3" HIGH DENSITY SPRAY VENEER SYSTEM POLYURETHANE FOAM 1 SEE 4/A532 FOR STONE ® FLASHING WINDOW SEE WALL TYPES SHEET WEATHER-RESISTANT BARRIER (R-Z / INCH) y VENEER SYSTEM 3/4" STUCCO SYSTEM RESIDENCES < f ® WOOD SIDING SYSTEM to WEATHER-RESISTANT BARRIER RUN BEHIND MTL FLASHING tn tn WINDOW SILL 4 WINPOW�SIL W SIL3" = l'-0" A-OT-52.dry 3" = 1' A Or 53.drp 3 = 1'-0" A-DT-22.drQ A753 3 0 r- v y © 2004 42140 ARCHITECTURE, INC. p� COIp�,� E. RANDAL A JOHNSO a 5 a L �sf AV C �i WOOD TOP RAIL TyP.1y2 A �y� u� 44"�1 i P. WROUGHT IRON BALUSTERS AND A TOP & BOTTOM RAILS o T7 Am [RE: 1.D. SPECS) - 0 A "X5 " WD. oQ�� W A a NEWELL POST W/ - © A © RECESSED. PANELS., '`' L Q� w SHOWN CEILING TIMBERS 4i a 1" WD. BASE A -. _ � " o [a (RE: INTERIORS) .(RE: UPPR... 1 HALL 4. DIA. SPHERE ]CAL SHALL NOT PASS �/ o LEVEL R.C.P.) " -- �� THROUGH OPENING ,^.t BULLNOSE WOOD TOP RAIL o OVERHANG 6" DIA. SPHERE OQ W/ WROUGHT IRON ` V SHALL NOT PASS A BALUSTERS BELOW THROUGH OPENING A WOOD S W/ 1" BULLNOSE WOOD TREADS. NOSING EXTENSION, 1�• f ] I� TYP. OQcc,� U 'a?--� UPPER LEVEL EL 10'-4" [j� T.O. PLYWOOD. SUBFLOOR ^ O WOOD SKIRT UP A a BOARD NEWELL Pos�TS. w ;4 A A U E W A A TYP. a a NOT SHOW I FOR C IlY WOOD BASE 00 En (RE: INTERIORS) W r ).L 4/A812 owmamEVELOM BALUSTERS NOT SHOWN o FOR CLARITY a WOOD RISERS, nrP. VAIL RESORTS ti MAIN DN. {` ENTRY MAIN ENTRY DEVELOPMENT Lij BALUSTERS. RE: PLANS CO�I�ANY LIVING NOT SHOWN AVON,COLORADO ROOM LOPEN/I FOR CLARITY e,� - Aac�recroPxD ® NEWELL POST DETAIL UNIT A STAIR FLAN — MAIN LEVEL Ivi cn DASHED .LINES OF BALU t -1/2"= t'-o" �svot-sx.a, t/2" t'-0" A .awQ NEWIwLI. POST do nenv�,Cablado RAILINGS IN N OWN FOREGROUND CLARITY 8'-O" WD. SKIRT BD. a FAMILY ROOM 1 � "A . " DESIGN ARC CP MAIN LEVEL � . © 4p—O" 49—Oft ® FURT HOWERTON EL — 0'--0" 5 ® NEW YORK,NEW YORK 4 A811 5 A _ " a A811 SMCTURAL Ela�� A�11 rx•, a in zaoNROH&Nawal� .INC ' I AVON,COLORADO MBCAANICALfJJ� T2W.ALENGRgMM M-E ENGINEEM M AVON,COLORADO CiV7i.ENGINE>3R ' N 1 " ALPINB ENGIAIESRIIJCy IrAC a vAII,col oRADo . o A 1 >; PROJECT NUMBER 2090 oo � WD, BASE � i� Z I LOWER (RE: INTERIORS) (RE RST�RUC SUPPORT ISSUE REVISION DATE a �- °z o "' ¢ ENTRY 06 CONST DOC j _ It FAMILY o '� c i DASHED LINE FDRT 08.13.04 ABOVE BLDG.2/CONST. 09.0204 ZZ ROOM I �- OF RISERS � `cv BALUSTERS © BLDG.3/CONST. 09.24.04 a T. SHOWN DOOR TO © .I FO LARITY STORAGE ,_ 6 a 09 BLDG.4/CONST. 10.11.04 7 1 I s cp � � ® 10 BLDG 5/CONST 1025.04 T r. to ® Al:N FLEX SPACE Ar-6A/TA/8A/9A/l0A/11 in- A Moog STORAGE wD. B ~00 cep ® FiNAL CONST 01.03A5 © 4y2" 4" A WD. BAS t2 ADDENDUM 1 01.1205 DASHED LINES OF (RE: INTERIORS) NEWELL POST dt t3 ADDENDUM 2 01.19.05 FOREGROUND IIYD. 3' 9 4�� 4 -O PLAN REVIEW GARAGE LEVE NOTE: C EL = -12'-0 ALIGN TOP OF STAIR UP is ADDENDUM 5� 05.16.05 ROUGH FRAMING WITH I ; STONE Q FRAME WALL A Z\ A DN. Ar N A N CRAWL STORAGE SPACE - LOOWER ENTRY a T RE: PLANS STONE UNFINISHED �tQ dk HALL RE: PLANS >n = UNITS A & B O O N STAIR ko PLANS, SECTIONS —f 1 I-1111 I f—i 1-1 11=1 I If 11-1 f 1=1 11=1 I I�I i I-1 I i�l I li i t—1 I I1 I I ! I I-1 111 I Il I (�I I i- N U Pr t STAIR SECTION — UNIT A 3 UNIT " A STAIR PLAN — UPPER LEVEL UNIT "A STAIR PLAN — GARAGE LEVEL V 1/2" = V-0" A-DT-STAIR-REV.dwg t/2 0 AFP03.dwQ t/2 - -Q AFPO7-drQ ILI s n ti- y 41 C) I \ \\ \ Q 2004 42140 ARCHITECTURE, INC. °� �01 WD. NEWELL POST A C °quo OQ BEYOND 1 \ E. RANDA Q ! o JOHNS 0 WRO HT IRON TOP R POS 4�4" 5 UG , & BTTM. RAILS & a R 1y2" A812 BALUSTERS (RE: I.D. SPECS.) V Z o � Wa EILING TIMBERS I (RE: UPPR. WOOD TREAD W/ 1" A � LEVEL R.C.P.) BULLNOSE NOSING (RE: STRUC.) �y � o EXTENSION, TYP. W I POS WOOD NEWELL H o HALL POSTS, WOOD TOP RAIL W/ BALUSTERS WROUGHT IRON BALUSTERS x V NOT SHOWN BELOW ^ a FOR CLARITY W w > CD WOOD TREADS, UPPR. LVL.EL = 10'- 1/2" TYP. a> u T.O. PLYWD. SUB ---- --------------------._.._--- z WOOD W TIMBER SKIRT BD. M•I COLUMN I UP 04 OTUSHOWN (RE: STRUC.) I F CLARITY — Q °f DN. A ILL: LL: =I RE-NPLANS Y F YP. BD. I o owNea/n>ev> a WD. SKIRT BD. FACE 0 G VAIL RESOR'T'S ° BALUSTERS GARAGE LEVEL 1/2" (RE: INTERIORS) DEVELOPMENT WD. BASE NOT SHOWN _ - TYP. - - - a o FOR CLAR I COMPANY AVON,COLORADO No SLOPING CLG. ARCH ICTCPRISCOBD (WHERE OCCURS) I �� 4/A812 ARCHrTEcnaE 4 DETAIL i/�, UNIT B STAIR PLAN — MAIN LEVEL Darrv�er,Culdado 3 - 0 �►-sra-oa.dwy MAIN LEVEL MASPP.R P ANN M A 8C Cr EL = 0'-0" I I � � i I I 8'_0" HAR DMIGN AT HOWERTON DOOR NHW YM[,NBW YMK (RE: PLANS) ft BALUSTER I © 5 M0N]I oa� 1NC T SHOWN I ® 12 AVON,COnonwo 0 LARITY I ® 5 L I 5'-g rL B a I A$12 AVON.COLOAAW En Q -fr _� c.rvpr. n� a � s ' ALPINH I1vcnaSfiR W nvc I A — � � vAd,ooza>�ADo o DASHED LINE a IL -DASHED LINE PROJECT NUMBER: 20400.00 OF W/D CLST. 6 OF RISERS BEYOND a -` — — — — — — — ABOVE d �` ISSUE REVISION DATE Ci o a N PTD. GYP. BD. I i WALLS/ FLOOR = STAIR SUPPORT r- ----- --- I 4 I I (RE: STRUC.) 06 CON ST DOC N FINISHED _0" FOR PERMT 0$ 3.04 EDGE OF FLOOR WOOD TOP RAIL N_�' BLDG.2/CONST. 09.0.2,04 cn w I" ® A BLDG 3/CONST. 09.M.04 cn a STAIR i. © 09 BLDG.4/CONST. 10.11.04 ch 10 BLDG.5/CONST. 1025.04 I2�-6A/7A/SA Wl0A/11 I � ® FINAL CONST 01.03.05 to A ADDENDUM 1 01.1205 GARAGE LEVEL r EL - -12'-0" ® — — — ! AADDENDUM 2 01.19.05 `D ® to ADDENDUM 5 05.16.05 OD ® WOOD TREADS, 314" TYP. 2 CRAWL 4.-O" 3' 4" v" SPACE ® — �2 OPEN TO BELOW WD DN. M STONE UP I 1 ±; x J ® WD. BASE _ _ _ \ m3 HALL (RE: INTERIORS) UNITS A & B _ _ _ _ 1=1 I 1=-7TF=i ° �` RE: PLANS I I STAIR n _ — o PLANS & DETAILS I i=1 I I_-111=1 ! 1=1 I I=I 11=I I F—A I i=l i 1=1 I— 11=1 11=d 11 Ei 11=1 11=i I I I i=1!1=E I ® LOWER ENTRY �I 1 !-1 I I-1 ! ICI I I-1 11=1 I f=1 I ICI I ICI i 1=1 11=! I ICI I I=1 I i III-! i 11 I I=1 11=1 i 1= I BASE I RE: PLANS I I�—I I I�I I k—I ! I—III—III—i I I—f 11—I I I I I II f l—I I I�I I I—I I k—k 11—III III—I i t—I I (RE: INTERIORS) I .R v STAIR ELEVATION -- UNIT B UNIT B STAIR PLAN — UPPER LEVEL UNIT B STAIR PLAN — GARAGE LEVEL A812 5 _0. 2SMI.dwq 1�2' = , -0" AFPQ3.dwg 1 1/2- = V--0" AMI.dwg U o8 2HR SHAFT WALL 2HR SHAFT WAS 43/4„ T INC. RE. P/A611 06 Og 2►_3 2004 42 40 ARCHITECTURE.RE. P/A671 � Q � CONCRETE DECK BEYOND 16 CONCRETE DECK BEYOND " 43/4" 16 RE. STRUCT. RE. STRUCT. 2'-3Y2' a co PROVIDE UL APPROVED '' PROVIDE UL APPROVED a a D SEALANT AT 2HR-3HR SEALANT AT 2HR-3HR d TRANSITION TRANSITION a Q I E. RAN L JOHN N 1 c r �-< r I X O X < ARr L I iI \ J RE RATED DUMBWAITER CONCRETE DECK ti < < `�� ����-_ �-���! RE. STRUCT. +' RE.NCUC PECK - DOOR AND RESIDENTIAL PACKAGE CONCRETE WALL z r 3HR RATED WALL RE. STRUCT. ` ! ; RE. D/A601 16 Z o SHAFT WALL SECT. SHAFT WALL SECT. UNIT 7 - ENLARGED UNIT 15 - ENLARGED W a 16 UNIT B) qy!_T__T B GARAGE LEVEL PLAN ARAGE L��YE L PLASCA LE 1/2 - 1 -0 1/2" = 1'-0" 1 O SCALE: 1/2" = 1'-0" AMI SCALE: 08 SB H ea 2HR SHAFT WALL ,...I RE. P/A611 " V 3 HR. RATED 2 -3 16 x CONCRETE WALL MAIN LEVEL ELEVATION W A .�' W RE. STRUCT. PROVIDE UL APPROVED SEALANT AT 2HR-3HR a - TRANSITION x ..,.,.. c x N _W o 3HR RATED WALL L RE. D/A601 \ RE RATED DUMBWAITER 90 MIN. I I I I DOOR AND FRAME II I � r f COMWDEVEMM sa MIN SHAFT WALL PLAN DET UNIT 1 - ENLARGED 11 �� 11 11 . — IRE D ACCESS DOOR VAIL RESORTS GARAGE LEVEL PLAN DEVELOPMENT 13 SCALE: /2" 1 -0" ,pt _ COMPANY AVON,COLORADO 6" 2'-3h" 16 II i 1 I I I „ ff ff Aso a o1 16 PFA 1 II 1l'-53 " 6 V V /4 0 a v I I 11 _ II II-- • GARAGATIO , E LEVEL ELEV N A-DT-01.dwq MASTMPLANM 2'—3Y2 16 0 �... _ �� .rte - DEMN ARCR;r6Cr et X r HART I HOWERTON g cV NBCGrmavYO3tIC '04 a�{ V 0$ �toN�oae�t+meaBiin�c I ° 3 O AVON,ClOIDRADO d AHCHe1 WALUBCLRTCALENGDEM a I 2'-7)/" 2'—7)/" Ay PM INirBs Iffimd,G nINaB >3R)11I,mK�e AVON(pl(MAD X C V.'M HNC 2HR. SHAFT 0 SIM DETL l laC vnu,c�,oa�nno (UNIT 8) UNIT 9 - ENLARGED 3 HR. 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UNIT A �FINALCONST 0103 05 I ( 2 1/2m = 1'-0" A--Dr-01 b.dwq /� II i I f f f (}6A/7A/SA/9A/l0A/11 IL (r ED 0$ FINAL CONST 01-03.05 " M ► 1/M Iry O 16 4 2'-3}�" 1'--5�4" 1 I - + - � +• 2 -7'r/4, � s ADDENDUM 5 05.16.05 � r Em V 16 15 �2" 2►_3�" gM a ° mod. d 4 ° J o A. a •d dO d • � d 17w 1 o o0 1A 00 - 1-----I -I 11EI I FE] I I-1 I I- �I I I E:d F -I ICI I I - dQ 4 - 6a a a S E3 I I--1 I— ° 1 I. a Q " i I—III- - I I----� I TI I` I-I I ICI 1 I-'�1 I I- I a I 11! X P ° - 1----1 I I 1 1--1 1=1 1__-_I I I I I f ---III-f!I___l 11=1 I i I I o _ i f I °. WALL TYPE PER N I X 11^1 11— I_ _I 1�1 I —I 1 I—I F LEI f I--1{1— Q e- o SHT. A611 I E3 11=1 11=1 I I=1!1=1 11=1 11--1 I !_-1 11=1 I I III 4 4 I a 1—I I —d I I--- -- — I f�l— a I I —I f I—I f f—f 1 11=1 11=1 i 11 11=11 a s —III--- I---III —III— b 4 Q = DUMBWAITER ,I a I I 1-1 I 1=1 11=1III ° = ° �.. 11 I f=I I (-1 f i=1 I I=1 4 0 t PLANS, SECTIONS, =1 11-11 l=111=1 I f=11 f=f 17 D ELEVATIONS & DETAILS 11 1 I I I I I I II I � III III III I a . 4 - WALL TYPE PER TUNNEL � RATED DOOR AND FRAME, —I I —III —III—III I I-I I I ----! CONSTRUC. SET/ SHT. A60 RE: DOOR SCHEDULE rr III��III , ,1 I1i UNIT 4 -- ENLARGED UNIT 13 & 14 -- ENLARGED 11 GARAGE LEVEL PLAN $ GA��G E LEVEL PLAN SECTION DETAIL UNIT B SECTt o N DETAIL UNIT A B SIM. ) 1 TYP. pG RAGE LVL PLAN DTL. UNIT A A901 SCALE: 1 1'-0" AFPGt SCA A-DT-16_dwy 1/2" _ �'-a A-Dr o1.dwD l - NON—OPERABLE 12» MIN p 2004 42140 ARCHITECTURE, INC. WINDOW, TYP. RE: MFR. COPPER ROOF - (RE: WINDOW �f Cot — SCHEDULE) P I CAP-DESIGN VARIES r-- I CHIMNEY LOCATION (RE: ROOF PLAN) VARIES (RE: ROJF E. RAN L FIREPLACE PLAN) I JOHN N I I �i VERIFY � TERMINATION CAP I I HORIZONTAL I � � I I VENT PIPE S RE: MAN F. I I CHIMNEY LOCATION ROOF FRAMING I I ABOVE ,C� VARIES (RE: ROOF I VARIES A€' CHIMNEY LOCATION I I PLAN) (RE: STRUC.) SOFFIT VARIES (RE: ROOF I I A ABOVE CONTROL BOX PLAN) I I STONE VENEER, I TYP. CONTROL BOX {RE: R.C.P.) (RE: ALiGN BTTM. W/ I I ROOF FRAMING SIDE WALLS TO ADJ. I I I VARIES T J TAPER, TYP. A I;: MFR.},' W A STONE VENEER. BASE WD. W ( E: S RUC.) I � � ALIGN BTTM / E E I I I / , (RE: INTERIORS) TOP OF ADJ. WD. TYP. 1 I I RE: BASE A V ® � 1 ._11 i8 4 I I INTERIORS 1 -11 �T TO f ERi S 6p ` a # I bME VENTING CONDITION I I ENG. TRUSSES A ROOF RE: STRUC. I Q. EQ a { ) NOTE: THIS UNIT E EQ >4 SHOWN DESCRIBES I I I I I IS DIRECT VENT. ATTIC BUILDING 1 ONLY. PROVIDE dt ROUTING PATH VARIES - / / r - �' —— ~ \ COORDINATE I / / I Z MANtJF'S STEEL F z q3 DINATE W/ CHIMNEY I I / / r g STUD FRAMING I R \ I LOCATION, ATTIC FRAMING I ! - FLUE EXHAUST // / I KIT. ! W / / o ° O CONDITIONS & MFR. I ! PATH VARIES // 0 BETWEEN CEILyI�G I _ I O ff AND CHIMNFX // A � I A V I ON ROOF// / - �-- o o I '- t — = to r� FLUE PIPE: I I / // 5 5 I in r MAINTAIN / 5 I w I I I I f AsoS I w I i = cn REQUIRED ` I I I U t'Z y CLEARANCES TO I I I a O 1 COMBUSTIBLES I PER MANUF. A "rnc I © 1rI I NOTE: SEE INTERIOR I I I I _ t° I I I I DESIGN DRAWINGS FOR I I I ! I � MATERIALS AND I I LIVING ROOM FAMILY ROOM I I I I DIMENSIONS NOT I I PROVIDED BY ARCH. I ! I ! I I OWNE UDEVE I TAPERING ® SIDES I I I ONLY I UNIT A F.P . PLAN---MAIN LVL. UNIT A F.P. PLAN--GARAGE LVL. I � � (RE: INTERIORS) VAIL RESORTS I I ,/x" _ , -o" AFP02 dwq 2 ,/2" _ ,•_o" ArPO2.dwg DEVELOPMENT COMPANY 11 1 I I I I AVON,COLORADO I ! I I I I GRID AaC�crOPRECOxn GRID ! ! I I I I IVA m caaElcuaA�oN VARIES ® WALL LocanoN sc CONFIGURATION VARIES R.O. FRAME I I ®(RE: PLANS) (RE: PLANS) Denver.Colorado DIMENSIONS PER I I MANUF. I ; ; ENE VENEER, SIDE WALLS TO ® MASMPLANNM I I 3 RE:ERINTERIORS) CONTROL BOX n�N� SAS APPLIANCE I I � / I I I A CONTROL Box © ( REPLACE \ / I I I A415 (RE-M6�. 6 — — (RE: MFR.), w/ HARLIYHOWER'TON I I I 1 -113 RE: INTERIORS J I I I I TOP OF ADJ. %8 TOP Of ADJ. WD. BASE A BASE STMETURALENGDMM I I I RAISED HEARTH STONE VENEER, 1'-11 " RE: INTERIORS MONROE& •INC I I I I EQ. EQ. (RE: INTERIORS) ® ® 6 AVON.COLORADO I I I I VENT TO TYP. RAISED HEARTH 1 I LMNG ROOM ROOF , (RE: INTERIORS) M-RENGROMMC OrN» VENT UP THRU AVON.COLORADO z is I MAIN LEVEL CMEMDffift ! FIREPLACE CHASE Qcn n+tc AB ANTEL N — WOOD MANTEL V 'COO I I a GARAGE LEVEL—\ z - w" AB HORIZONTAL VENT I I I VENT PIPE g i t° : INTERIORS I I I I I ra (VENT TO ROOF} [9 I } PROJECT N[F1tiIDER: 20900.00 TAP RING ® SIDES WALL I I I I 1 ON I I I I a le a F I ISSUE REVISION DATE (RE I RIORS) \ I I `� 11 N x I a w i I 06 CONST DOC 110 f I I I I I I _ / 1 I 1 1 I I I c•O I A905 a A I FDRPERwr 08.13.04 I I f 1 0 11 ° x r I o 1 STO FIREPLACE I I I I 1 I `O c� `D --'` I °• A Buoc..2/coNsr. 09.02.04 (RE I TERIORS) \ \ I I I I I co I I �' 5 a © I 6 Q A905 1 1 1 I I I , I 6 ®BIdIG.3/CONS'T. 09.24 04 I I f I o5 I o5 00\ I j l I 1 1 I 1 A Bun.4/comr. 14.11.04 I I I I i I I I I 10 BLDG.5/CONST. 10.25.04 A- 7A 9A 9A 10 11 x I NOTE: THIS UNIT / / / I ►= I I I to —_j lS DIRECT VENT, FMALCONST 01.43.05 I I —w „__..1 PROVIDE do FAMILY ROOM > FAMtlLY ROOM INSTALL S STEEL L' ADDENDUM 1 01.1205 I I STUD FRAMING A LIVING ROOM FAMILY ROOM KIT. t3 ADDENDUM 2 01.19.05 I A ADDENDUM 5 05.16.05 %Glmlm ■h I� rIr CRAW SPACE ° ° CRAWL SPACE UNIT A UN' B UNIT B F.P. PLAN--GARAGE LVL. o a 1/2" = 1'-0" AFPOI.d%V 14 UNIT B F.P. PLAN--MAIN LVL. UNITS A & B 3 _ 1/2" _ 1•-o" ArPOa.a..q NOTES: I I I=1I1�1I1=i 11=f 1=1I 1=1 I I=1 11=11 MA I I=i I M I M I I I I I Y - I 1=111=1 I P 111=111=1 I 1 1 . REFER TO INTERIORS FOR FIREPLACE FIREPLACE 1 11=1 I I=MITI E I=! I III—III—III—III—I I=1 I I----1 I l_E I E=I I I=1 11={ = I— I - I—I 11=III=I 11=!1I--III--III FINISHES, DETAILS & VERTICAL DIMENSIONS. PLANS & ELEVATION TI I I—III—I i l—III—III ! I I--1 I I--I 11=1 I I—I I !=1 I i—I I f=1 11=1 f 1=i E 1=1 i I-=1 11=f 11=1!f I I I 1=1 11--=111=I 11=1 I I—I 11=1 11=111--=�1 11= DIAGRAM 2. REFER TO MANUFACTURER'S INSTALLATION MANUAL AND SPECIFICATIONS FOR FRAMING �j UNIT B F.P. VENT'G DIAGRAM UNIT A VENT' G DIAGRAM UNIT B VENT' G DIAGRAM DIMENSIONS, CLEARANCES, VENTING 3/8" = 1 -0" iSCgS.dwq 5a s/s" _ ,'_o" 15C01,dwq 5b 3/8" = 1•-0~ iSCO,.dra REQUIREMENTS, ETC. A905 MECHANICALLEGEND © 2004 42140 ARCHITECTURE, INC. CA ERIAL k"AL COKIWACT 1ROG MOMS lM 21. DEFINITIONS= L UNLESS OTHERWISE NOTED, THE WORK DESCRIBED ON NOT ALL SYMBOL LISTED BELOW ARE BEING USED IN THIS SET OF MECHANICAL DRAWINGS ) �poo RAG/3 E4. SUSPEND EACH TRADE'S WORK SEPARATELY FROM THE A. THE DEFINITIONS OF DIVISION I AND THE '••-��'pqG THE PLANS AND sTM CTURE.DUCTWIORK SHALL Me HELD TIGHT TO GENERAL SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPTION 0- 06.0 SPECIFICATIONS SHALL INCLUDE THE FUIRNISHINCs AND STRICTURE EXCEPT WHERE OTHERWISE SHOWN, CONDITIONS OF THIS SPECIFICATION ALSO APPLY INSTALLATION OF ALL LABOR AND MATERIALS = 7 9 NECESSARY FOR COMPLETE AND OPERATIONAL HVAC, TO THE DIVISION 8 AND DIVISION n CONTRACT. FIRE PROTECTION AND PLU9BWCs SYSTEMS. 15. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE HVAC: PIPING: PLUMBING EQUIPMENT - CONTRACTOR $I�,4LL HJRhNISH THESE EVEN IF ITEMS WITH MAhIIFACTiJRER'S RECOMMENDATIONS UNLESS B_ 'CONTRACT DOCUMENTS' CONSTIAUtE THE �• • REQUIRED TO ACHIEVE THIS O.E.OFFSETS, SPECIFICALLY INDICATED OTHERWISE OR WERE LOCAL DRAWINGS, DIFFUSER- • EQUI ED AND BALANCING DEVICES,OFFSETS,MAINTENANCE CODES OR REGW-ATIONS TAKE PRECEDENCE. SPECIFICATIONS, GENERAL CONDITIONS, PROJECT (E}"`"`"""'^ EXISTING PIPING MANUALS,ETC„ PREPARED BY E:NICsINEER (OR 4-WAY THROW HB HOSE BIBB CLEARANCES,ETC.)ARE NOT SPECIFICALLY SHOWN. 16. PROVIDE MANUFACTURER'$ RECOMM�ED SERVICE OTHER DESIGN PROFESSIONAL IN ASSOCIATION REFRIGERANT WH WALL HYDRANT DIFFUSER- RS RS CLEARANCE ALL AROUND ALL. EQUIPMENT REQUIRING SAFE_ WITH ENGINEER) FOR CONTRACTOR'S BID OR SUCTION 2_ DATA CsIVEN ON THE DRAWINGS 15 As ACCURATE AS COULD CONTRACTOR'S NOWTIATIONS WITH THE OWNER- 3-WAY THROW SA SHOCK ARRESTER III °END- n. PROVIDE FOR SAFE CONDUCT OF THE WORHG,GAFWK L THE DIVISION 15 AND n DRAWINGS AND # RL RL REFRIGERANT ABSOLUTE ACCURACY 15 NOT GUARANTEED AND THE PEMpVAL AND DISPOSITION OF MATERIALS AND PROTECTION SPECIFICATI" PREPARED BY THE ENGINEER DIFFUSER- LIQUID ® FD FLOOR DRAIN CONTRACTOR SHALL OBTAIN AND VERIFY EXACT OF PROPERTY WHICH 15 ARE NOT CONSTRUCTION DOCUMENTS 2-WAY THROW LOCATIONS,MEASUREMENTS, LEVELS,SPACE RHG RHG REFRIGERANT LOCATI POTENTIAL CONFLICTS SPAN OTHER To REMAIN UNDISTURBED DIFFUSER- 113 TRADES,ETC.REQUIREMENTS, THE SITE AND sHb4LL C 'CONSTRUCTION DOCUMENTS', 'CONSTRUCTION LINEAR TEMPERED HOT FLOOR SINK r/� TRADES,ETC.AT ADAPT HIS WORK t0 THE ACTUAL IS PROVIDE ACCESS DOORS FOR ALL EQUIPMENT,VALVES, DRAWINGS, AND �J CONDITIONS OF THE JOB. C_EANOUTS, ACTUATORS AND CONTROL..S WHICH REQUIRE SIMILAR TERMS FOR DIVISION E5 AND DIVISION 2-WAY THROW 140' WATER: TEMP. I�- FCO CLEANOUT FLOOR W ACCESS FOR ADJUSTMENT OR SERVICING AND WHIG 41 11 WORK REFER TO INSTALLATION DIACsRAMS, RETURN OR AS INDICATED ARE LOCATED IN OTHERWISE UNAGCESSIBLE LOCATIONS. SHOP DRAWINGS AND COORDINATION DRAWINGS WCO CLEANOUT WALL PREPARED BY THE CONTRACTOR USN;THE DESIGN CW COLD WATER M METER: GAS (G) 3. THE DRAWINGS ARE DIAGR.AI'1'1ATlGAL IN NATURE AND EXHAUST AIR DOMESTIC SHALL NOT 1P WIC44 D. THEY $HOW CERTAIN IT14IN PHYSICAL A. FOR EQUIPMENT LOCATED IN 'ACCESSIBLE INTENT INDICATED ON THE ENGINEEWS CONTRACT GRILLE �", RELatIONSHIP;3 WHICH MUST BE ESTABLISHED WITHIN LOCATIONS' SUCH AS DOCUMENTS- THESE SPECIFICATIONS DETAIL THE �k DOMESTIC � O THE DIVISION 8 WOW AND ITS INTERFACE WITH ® SUPPLY GRILLE HW OTHER WORK. ESTABLISHING THIS RELATIONSHIP LAY-IN CEILINGS: LOCATE EQUIPMENT TO CONTRACTOR'$ RESPONSIBILITY FOR � (W) PQ 1.4 IN THE FIELD is THE EXCLUSIVE RESPONSIBILITY PROVIDE ADEQUATE= SERVICE CLEARANCE POR 'ENGINEERING BY CONTRACTOR AND FOR HWC * DOMESTIC HOT OR WATER !� RETURN OR OF THE CONTRACTOR THIS DIVISION SHALL NORMAL MAINTENANCE WITHOUT REMOVNCs PREPARATION OF CONSTRUCTION DOCUMENTS. WATER CIRCULATING � . PUMP COORDINATE ITS WORK WITH ALL DIY1510N5 OF THE ARCHITECTURAL, ELECTRICAL OR EXHAUST DUCT P CIRC *010 SANITARY WASTE WORK AND ADJUST ITS WORK AS REQUIRED BY THE STRUCTURAL ELEMENTS gIXrl-I AS TF� CEILING D_ '!NY INDICATES 'NEW' EQUIPMENT TO BE PROVIDED --S�... � ABOVE FLOOR I SUPPORT SYSTEM,ELECTRICAL FIXTURES,ETC UNDER THIS CONTRACT. _111..r VTR PLUMBING VENT ACTUAL coNDltloNB of ne PROJECT. 'NORI"lAL MAINTENANCE' INCLUDES, BUT 15 NOT SUPPLY DUCT � � � � SAN SANITARY WASTE I THRU ROOF � �•f ,� LIMITED TO. FILTER CHANGMG,GREASING OF SAN BELOW FLOOR A THE CONTRACTOR SMALL VISIT THE SITE BEFORE BEADS, USING PIT PORTS FOR E '(EY INDICATES 'EXISTING' EQUIPMENT ON SITE WHICH MAY SUBMITTING A PRESSURE OR TEMIPERATUIRE MEASUREMENTS, OR MAY NOT NEED TO BE RELOCATED AS A PART OF THIS U ADD K STIR STRAINER W/BLOW-OFF BID TO BECOME THOROUC*LY FAMILIAR WITH SERVICING CONTROL VALVES AND SERVICWG ,�„ 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 B. CERTAIN SYSTEMS REQUIRE ENCsINEERN; OF 19 INSTALLATION GUIDELINES PART OF THIS WORK. 0- ELBOW DOWN , TB THRUST BLOCK O INSTALLATION A. PIPE INSTALLATION. G. RMISH' MEANS TO 'SUPPLY' AND USUALLY REFEr� r0 AN � RETURN OR C ELBOW OWN DETAILS BY CONTRACTOR UNLESS FULLY L ALL PIPWG SHALL BE ADEQUATELY ITEM OF EQUIPMENT. ; EXHAUST DUCT - rH DETAILED W THE CONTRACT DOGi�'ENtS,SUCH __ TEE UP 2" WBF 2" WASTE BELOW FLOOR w E WsIAEERIN; PS THE EXCLUSIVE N9N11SUPPORTED STRUCtuRE t0 PREVENT H. 'INSTALL'MEANS TO 'SET 1N PLACE,CONNECT AND PLACE IN DOWN n TEE DOWN V VENT RESPONSIBILITY OF THE CONTRACTOR SAGGING,POC.KETNG, SWAYING OR RILL OPERATIONAL ORDER'. 4" SBF 4" SAN BELOW FLOOR w G_ It is TEE CONTRACTOR'S RESPONSIBILITY PiSPLACE'ENT BY MEANS OF HANGERS AND „ PIPE CAP OR M TO DETERMINE SUPPORTS. PIPING 15 NOT TO BE I. 'PROVIDE'MEANS TO RJRNISH AND INSTALL'. ; ROUND DUCT = DOWN PLUG WHERE CLEARANCES ARE LIMITED, AND WI-ERE 2. PROVIDE DIEBLECTTRIC UNIONS BETWEEN J_ 'EQUIVALENT' MEANS 'MEETS THE SPECIFICATIONS OF THE FIRE PREVENTION u In INSTALLATION DRAWINGS OR SCEEMAtICS. DISSIMILAR REFERENCE PRODUCT OR ITEM IN ALL SIGNIFICANT ASPECTS.' -NAME)-------- EXISTING PIPING z 'CONSTRUCTION DRAWINGS', OR COORDINATION EXISTING SPRINKLER DRAWINW MAY BE REQUIRED, THE CONTRACTOR MATERIALS SIGNIFICANT ASPECTS SHALL BE AS DETERMINED BY THE ROUND DUCT HEAD TO REMAIN SHALL PREPARE ALL SUCH H cooRDINAtIoN 3. PROVIDE MANUAL AIR VENTS AND ARCHITEGT/ENCsINEER UP -- O EXISTING REMOVED • DRAWINGS AS PART OF THE BASE CONTRACT. GAPPED HOSE-END ----{NAME}------- EXISTING SPRINKLER ~ SUCH DRAWINGS MAY BE SUBMITTED TO THE DRAW WITH ISOLATION VALVES AT 4C WORK 1;Y OTHMS)DIVISIONS s 'RE: DIVISION, AND � a PRA HIGH AND LOW PAINTS SA- SA SUPPLY AIR DUCT ___G ,.,,_,,,,� G1H GREASE WASTE HEAD TO BE RELOCATED ARCHITECT/EN;INEER FOR RECORD AND COMMENT 4. WELD PIPE IN ACCORDANCE WITH SIMILAR EXPRESSIONS MEANS WORK TO BE PEED UNDER ---EA--- EA EXHAUST AIR DUCT EXISTING SPRINKLER I� !At THE GONItRACTOR'S OPTION). APPLICABLE CODES AND THE CONTRACT DOCUMENTS,BUT NOT NECESSARILY UNDER THE --oA-- OA OUTSIDE AIR DUCT F F FIRE HEAD TO NEW LOCATION STANDARDS WELDERS SHALL BE CERTFIED FOR TYPE OF DIVISION OR SECTION OF THE WORK ON WHICH THE NOTE NEW SPRINKLER HEAD NO EXTRAS WILL BE ALLOWED DUE TO LACK OF WORK BEING;P D. APPEARS. IT 15 THE CONTRACTOR'S SOLE RESPONSIBILITY To -'--RA- RA RETURN AIR DUCT G NATURAL GAS OA TO MATCH EXISTING KNOWLEDGE OF EXISTING CONDITIONS 5. FLUSH PUT PPPINCs AND REMOVE CONTROL DEVICES BEFORE COORDINATE THE WORK OF THE CONTRACT BETWEEN HIS/HER TA- TA TRANSFER AIR G MG MED. PRESS. 4. COORDINATE AND ADJUST ALL WORK BE7WJEEN TRADES PEW,ORMING PRESSURE TEST_ DO NOT USE PIPING SUPPLIERS, SUBCONTRACTORS AND EMPLOYEES_ IF DUCT NATURAL GAS SYSTEM VALVES TO ISOLATE SECTIONS WERE TEST CLARIFICATION IS REQUIRED, CONSULT ARCHITECT/ENGINEER BEFORE SYMBOL-S AND EXISTING PRESSRR= EXCEEDS VALVE PRESSURE RATING SUBMITTING BID. CONDITIONS IN ORDER TO ACCOMPLISH A NEAT, PRESSURIZE PIPING AT I00 PSIG. IF LEAKAGE Is f:llll FLEXIBLE DUCT e F_1 EQUIPMENT DESIGNATION INTEGRATED AND EFFICIENT INSTALLATION. OBSERVED OR IF TEMPI!RATURE COMPENSATED PRESSURE L. BY INFERENCE, ANY ONCE TO A 'CONTRACTOR' OR '5UB- EXAMINE THE CONTRACT DOCUMENTS OF ALL TRADES DROP EXCEEDS M OF TEST PRESSURE,REPAIR LEAKS AND CONTRACTOR' MEANS THE ENTITY WHICH HAS CONTRACTED WITH THE CONNECTION VALVES: � (E�Cs.,THE ANR1GHItEGTIJRAL REFLECTED CEILING RETEST OWNER FOR TEE WORK OF THHE CONTRACT DOCUMENTS. - GV BB owNax/nEV�ti�reR GATE VALVE BASEBOARD CALL OUT PLAN,ELECTRICAL LIGHTW;PLAN,FIRE PROTECTION M. 'ENGINEER' MEANS THE DESIGN PROFESSIONAL FIRM WHICH HAS VANED ELBOW �� CV CHECK VALVE VAIL RESORTS PLAN,ETC) PREPARED THESE CONTRACT DOCUME S ALL QUESTIONS, x SUBMITTALS, ETC. OF THIS DIVISION SHALL BE ROUTED TO I FLAG OR SHEET NOTE COORDINATE NECESSARY EQUIPMENT,DUCTWORK AND 6 PROVIDE 604AR SUPPORT UNDER ELBOWS ON PUMP SUCTION AND THE ENGNEER(THROUGH PROPER CONTRACTUAL CHANNELS) 9^ PRESSURE DEVELOPMENT DINip�4RGE LINES_ MANUAL VOLUME -i�r PIPW; LOCATIONS SO THAT THE FINAL INSTALLATION IS ALL STRAMRS SMALL BE FURNISHED WITH A 'ROUGHING' MVp DAMPER WITH V REDUCING VALVE O DEMOLITION NOTE COMPANY COMPATIBLE WITH THE MATERIALS 28 KEEP DEMOLITION 4 CULTTM;t0 MINIMUM REQUIRED FOR PROPER AND EQUIPMENT OF THE OTHER TRADES_ SCREEN AND TWO WITH SCREENS ROUGHING FOR 4gEENAL OPERATION_ EXECUTION OF WORK LOCKING AVON,COLORADO INSTALL STRAINER WITH ROUCsHII+f; SCREEN AND OP�'ATE QUADRANT GLOBE VALVE 8- POC POINT OF CONN. BETWEEN AS NECESSARY,PREPARE SHOP DRAWINGS FOR SYSTEM FOR 24 HOUR$MINIMUM(RUN DOMESTIC WATER BE RESPONSIBLE FOR ALL GUTTING AND PATCHING NECESSARY FOR ---�Q-- GLV (STRAIGHT NEW AND EXISTING ARCHMICrO,"COAD INSTALLATION OF ALL NEW WOW[MORE SYSTEMS AT MAX FLOW FORA MINIMUM OF ONE HALF T4-E COMPLETION OF THE WORK. PATTERN) IN ELEVATION INSTALLATION TO 1/ERWY COORDINATION OF WORK (1/2) HOUR REMOVE ROUGHING SCREEN AND INSTALL BETWEEN TRADES_ NORMAL , AFTER TWO OF NORMAL OPERATION NO CIITTWG(NOT SHOWN ON THE CONTRACT DOCUMENTS) SHALL BE TINIER ED GLV MD GLOBE VALVE DN DOWN FrA ,lfj DONE WITHOUT THE APPROVAL OF THE ARCHITECT AS TO LOCATIONS, (ANGLE PATTE=RN) TOD TOP OF DUCT (A.F.F.) ■ S. REFER TO THE ARCHITECTURAL DIVISION FOR EXACT B. DUCTWORK INSTALLATION METHOD AND EXTENT OF THE CUTTINCs LOCATION OF L SEAL ALL SEAMS(LONGITUDINAL AND TRANSVERSE) AIR BDD BUTTERFLY BOP BOTTOM OF PIPE AM ALL VISIBLE FIXTURES,EQUIPMENT AND AIR TIGHT WITH HAROCAST NO.601 NON-HARDENING,ELASTIC 29. REPAIR ALL ACCIDENTAL OR INTENTIONAL DAMAGE TO MATCH BDD BACKDRAFT BFV VALVE q ABOVE FIN. FLOOR oerrvar, DEVICES SEALANT OR EQUIVALENT. EXISTING CONSTRUCTION WITH NO NOTICEABLE DIFFERENCE IN DAMPER I. DUCT DIMENSIONS ARE INSIDE CLEAR. CONTINUITY, APPEARANCE OR F NCriOR NTS NOT TO SCALE A. FINAL LOCATION OF ALL TEERMIOSTATS N FINISHED 2. DWRJSER NECK SIZE !S SAME AS FLEXIBLE DUCT SIZE EXISTING " BV BALL VALVE ARROW INDICATES �unSMPLANr'RR SPACES AND ALL 3. UNLESS OTHERWISE NOTED, ALL CHANGES W DIRECTION 30. IF UNABLE TO OBTAIN WITHIN 90'X OF THE REQUIRED cR'1 & ROOM AIR SENSORS SHALL BE AS INDICATED ON THE SHALL BE MADE WITH RADIUS ELBOWS WITH RADIUS TO QUANTITES M ANY TERMINAL UNIT, AIR DIFFUSION DEVICE,BRANCH OR DUCTWORK NO DIRECTION OF FLOW DEMGNeuamrrec_-r ARCHITECTURAL DRAM635 P NOT SHOWN ON THE CENTERLINE EQUAL TO IS DUCT WIDTH. MAIN DUCT,NOTIFY ENGINEER IMMEDIATELY,THEN PERFORM A VISUAL CHANGE - GC GAS COCK D PITCH DOWN HART HOWERTON ARCHITEGTUVAL DRAWNCs3,FIELD COORDINATE WITH 4. WHERE REQUIRED FOR SPACE CONSTRAINTS, PROVIDE INSPECTION AND/OR P1TOT TUBE TRAVERSE TO IDENTIFY THE SOURCE OF ARCHITECT PRIOR To INSTALLATION, MITERED ELBOWS WITH TU RNMG VANES AS FOLLOWS: THE OMSTIRIZTION REMOVE TI-HE OBSTRUCTION AND RE-BALANCE. PV PLUG VALVE NEW YOMNEW YORIC A. FOR DUCT WIDTHS OF 36' OR LESS, PROVIDE ------ EXISTING MANUFACTURED SWALE WIDTH TURNING VANES,UAT14 DUCTWORK TO OT T THERMOSTAT HOSE END srR��c.�anl�vcn� NO TRAILING EDGES AND SPACING IN ACCORDANCE -------- BE REMOVED O H HUMIDISTAT MONROE&NEWEIL ENGffQWL%INC � � H:HaH71� tION� UXTH SMACNA DUCT CONSTRUCTION STANDARDS FOR DV DRAIN VALVE n�oN,CaoRAno STANDARD SPACING. LOCI & SOLID STATE 10_ VERIFY THE ELECTRICAL SERVICE PROVIDED BY THE B. USE DOUBLE THICKNESS(AIRFOIL)BLADES WITH FIRE DAMPER S S MECHANICALIMMUMCALENGINEER E=LECTRICAL CONTRACTOR BEFORE ORDERWr ANY TRAILING EDGES FOR DUCT SIDTHS GREATER THAN 31. ALL MECHANICAL LOUVERS LOCATED ON EXTERIOR WALLS SHALL BE FD TEMPERATURE/ SPEED CONTROLLER (1 1/2 HOUR I M-&nacnffmRS,nqc MECHANICAL EQUIPMENT REQUIRINICs ELECTRICAL. 36'- SHOWN AND DIMENSIONED ON ARCHITECTURAL DRAWINGS AND CONFORM UNLESS OTHERWISE i TPR PRESSURE AVON,COLORAW CONNECTIONS- 9 �A ER �TIRAN 15'DUCTS W T� BE L�THAN 4,NOR i o mrm.ATED ION DIVISION TS,-REQUIRED PT I OUVEERRFREE AEI -As of NOTED) RELIEF VALVE O 2 SMOKE DETECTOR CIVILEPIZINFM FLEXIBLE DUC1UA0W SUCH THAT. THIS CONTRACTOR TO CONFIRM THE REQUIRED FREE AREA HAS BEEN l�C ALPINSn,CO'OXUPG,IAIC IL PROVIDE HIGH E�ICIENCY MOTORS WITH 1.15 A MINK11 OVERALL LENGTH OF 3D. STRAIGHT INTO PROVIDED PRIOR TO COMECTION TO THAT LOUVER FIRE/SMOKE GENERAL �~ UC DOOR UNDERCUT van,cOLORAno SERVICE FACTOR ON ALL EQUIPMENT, MOTORS NECK OF DAR DIVISION 15 SHALL PROVIDE ALL LOUVER PLENUMS_ 0 FSD DAMPED (1 1/2 N0. DETAIL SHALL BE CAPABLE OF OPERATING CONTINEOU SLY AT B MAXIMUM OF US DEGREES OF TOTAL TURNING IN HOUR UNLESS ( EXISTING MMOF UNDER JOB-SITE CONDITIONS AND ALTITUDE. ENTIRE LENGTH OF FLEXIBLE DUCT_ coNH3TI�JJCTIoN you LAT10Ns OTHERWISE NOTED SHEET MARKER `E) (E) PROJECT NUMBER 20900.10 C. MINIMUM TURNING RADIUS OF R ■ 1.50. D_ W1HE1RE- 32. WHERE EXISTING OR NEW MECHANICAL 12.. UNLESS NOTED OTHERWISE,ALL MECHANICAL D - FLEXIBLE DUCT DIAMETER SYSTEMS ARE USED ^ - LOW PRESSURE (N) (N) NEW EQUIPMENT SMALL BEE PROVIDED WITH 140A SWITCH R + RADIUS OF TURN AS MEASURED TO FOR TEMPORARY VENTILATION OR CLIMATE V X LETTER SECTION ISSUE REVISION DATE AND STARTER COMPATIBLE WITH EQUIPMENT AND CENTERLINE OF DUCT. CONTROL,MEC-IANUCAL EQUIPMENT INSTALLER SHALL FLEXIBLE DUCT X SHEET MARKER 15MS SYSTEM. STARTERS SHALL BE PROVIDED BY PROVIDE CONSTRUCTION FILTERS,MAINTAIN _ R) (R) RELOCATED �N ,DOC DIVISION 15 UNLESS N A MOTOR CONTROL 6_ RETURN AIR PLENUM: THE HVAC SYSTEM WILL USE THE EQUIPMENT, AND CLEAN,ADJUST AND PUT IN NOV CONICAL TAP `1 CENTER ALL DISCONNECTS SHALL BE FURNISHED BY SPACE ABOVE THE CEILING ON EACH FLOOR AS A RETURN CONDITION BLS BUILDW; OCCUPANCY. PARTS ✓� FOR PERMIT 07.23.04 DIVISION 16. AIR PLENUM_ CONTRACTOR SHALL CONFORM TO THE AND LABOR WARRANTY SHALL CONICAL SPIN-IN 1='ITTINGS FITTINGS REQUIREMENTS OF NFPA AND LOCAL CODE REQUIREMENTS NOT BE CONSIDERED TO START UNTIL ACCEPTANCE OF FITTING W/ MANUA 13. `7-E ELECTRICAL POWER FOR CERTAIN EQUIPMITNT FOR ALL MATERIAL. INSTALLED IN THE RETURN AIR SYSTEM BY OWNER VOLUME DAMPER 05/06 CONST DOC 08.13.04 PROVIDED UNDER DIVISION 15, HAS NOT BEEN PL� FLEXIBLE PIPE SPECIFICALLY INDICATED ON THE ELECTRICAL A. IN ADDITION,THE CONTRACTOR SHALL PROVIDE A FC CONNECTOR U UNION M BLDG.2/CONST. 09.0204 COMPLETE RETURN AIR PATH BETWEEN ALL RETURN VAV BOX CONCENTRIC DFiAUJINGS AND MUST BE PROVIDED BY AND FIELD THERMOMETER COORDINATED BY THE DIVISION 15 TRADE REQUIRING AIR DEVICES (GRILLES ETC) AND THEIR S71RLC7ups W/THERMOWELL CR REDUCER 08 BLDG.3/CONST. 09.24.04 SUCH POWER. RESPECTIVE HVAG WIT. MAXIMUM DIFFUSER NECK SIZE ECCENTRIC VELOCITY OF RETURN AIR IN PLENUI i 3H3 DO NOT PENETRATE ANY STRUCTURAL MEMBERS OR PRE- MAV MANUAL AIR VENT ER REDUCER ®BLDG.4/CONST. 10.11.04 SJFFICIENT POWER FOR THIS PURPOSE SHALL BE SHALL GENERALLY NOT EXCEED 250 CAST CONCRETE UNLESS OTHERWISE SPECIFICALLY TYPICAL OF FURNISHED AS 'SPARE•, DEDICATED CIRCUIT FEET E'ER MINUTE,NOR EXCEED 150 FEET NOTED ON THE DRAWINGS.OR PRE-.APPROVED BY EXPANSION CAPACITY IN DIVISION 1615 PANEL.BOARDS_ ALL PER MINUTE AT ANY GROSS-SECTION OF THE STRUCTURAL ENGINEER A 9 o 2) PRESSURE EJ JOINT 10 BLDG.5/CONST. 10.25.04 UARMG,CONDUIT AND ELECTRICAL. DEVICES THE RETURN AIR PATH GAUGE W/GAUGE AC ALIGNMENT DOWNSTREAM OF THE PA1EL.BOARDS Is THE 39. ALL EQUIPMENT SUPPORTS SHALL BE ATTACHED TCUBIC O PG COCK GUIDE 5B IN-PROGRESS 11.22.04 RESPONSIBILITY OF THE DIVISION 15 TRADE TO THE LOAD BEARING MEMBERS OF STRUCTURAL FEET PER MINUTE REQUIRING THE POWER UNLESS OTHERWISE SHOWN ON ELEMENTS DO NOT OVER-STRESS ANY STRUCTURAL THE ELECTRICAL DRAWINGS MEMBERS CONTACT STRUCTURAL ENGINEER FOR SYMBOL/DESIGNATION 6A IN-PROGRESS 11?_2 04 5U4GH1 EQUIPMENT P5 HEREBY DEFINED AS 20. sur: CONTROL VALVES FOR MINIMUM 5',MAxii-w 12' OF ALLOWABLE LOADS FOR SPECIFIC MEMBERS, F IN DOUBT. * NOTE: ALL H A D H C PIPING IS 119 UNLESS NOTED OTHER ISE. 6A/7A/8A/9A/10A/11 WATER PRESS DROP- SIZE BALANCING VALVES SO THAT SCHEDULED FLOW RATE WILL CAUSE THE VALVE TO BE AT A - TEMPERATURE CONTROL PANELS,CONTROL AIR LEAST 10 DEGREES CLOSED,BUT NOT EXCEED FINAL CONST 01.03.05 COMPRESSORS AND APPROXIMATELY 10' OF WATER PRESSURE DROP.CONTROL LINE VOLTAGE POWER FOR 24V CONTROL VALVES AND BALANCING VALVES WILL GENERALLY NOT BE 12 ADDENDUM 1 01.12.05 TRANSFORh7IERS.REQUIRED CONNECTION ARE LINE SIZE. INCLUDED IN DIVISION 8950 AND WILL BE 16 ADDENDUM 5 05.16.05 SHOWN BY THAT CONTRACTOR'S CONTROL A. UNLESS OTHERWISE NOTED, ALL OTHER SUBMITTAL DRAWINGS. VALVES AND APPURTENANCES SHALL ME LINE SIZE. B. IT 15 NOT PERMISSIBLE TO UTILIZE 'SPARE' POWER FROM 2L IsOI.ATE ALL PRE°.�URIZIED PIPING WATER BRANCHES ADJACENT POWER CIRCUITS TO SERVE ANY OF THE ABOVE LOADS. ALL POWER MUST COM(:FROM DEDICATED FOR EACH RISER,BRANCH, ITEM OF EQUIPMENT AND AREA CIRG1PtS. SERVED- 22. PROVIDE PRIMERS FOR ALL FLOOR DRAMS AND FLOOR SINKS SHOWN ON DRAWINGS PRIMERS MAY BE CONNECTED TO FLUSH FIXTURES OR BE STAND ALONE. 23- NO DOMESTIC WAATER OR HEATNG WATER LINES SHALL. BE MECHANICAL LOCATED EXPOSED M FINISHED SPACES OR BELOW THE NOTES AND 15UILDM SLAB UNLESS SHOWN OTHERWISE ON THE DRAWNCxs s a 24. NO GAS LINES SHALL BE LOCATED BELOW BUILDING SLAB_ LEGEND 25 ALL CURBS,ROOF JACKS,ROOF THIMBLES, SANITARY °STPRVI - THE ROOF�SYSTEM ro BE PROVIDED COMPATIBLE ARCHITECTURAL RIHYISION FOR REQUIRED FLASHING DETAILS. 000 E WAW WSK S[M SPIRE 26, WlUARRANTY: THE ENTIRE MEcHAANICAL SYSTEM SHALL BE _ O. WARRANTED AGAINST DEFECTS N MATERIAL$ AND P.O. $OX SK AVON, CA. $9620 AGCEPtANCE OF THE SYSTEM A � TEM 15Y THE OWNER. TRR PH: (110)'!4')4M W. MCI)1"l" © 2004 42140 ARCHITECTURE, INC. FAN SCHEDULE ��bas SYMBOL CFM TOTAL MAX. MOTOR MIN. MAX. OPER. MAKE AND NOTES U b e.P4 o�•���o F O ALT. S.P. RPM WHEEL. SONES WEIGHT MODEL OAT. (WAS} BHP VOLT/ DIAL LBS. A B C D E F G H �.c% 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 J �f EF--2 BATHROOM (TYP-6) FANTECH 0 0 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 Q 1 75 0.4 2950 (44) - 115/1 - 0.5 3.7 FX4 2 VJ 4 EF-4 DRYER EXHAUST FANTECH 0 0 1 # - $ 0 0 95 1 0.6 1 2761__]_ (75) - 115/1 - - - DBF110 U EF-5 UTILITY ROOM PANASONIC 0 2 1 1 1 3 0 1 70L 0.1 1018 (15.4) 1 120/1 1 - 1 0.5 1 3.7 FV-07VQ2 o KEF-1 KITCHEN HOOD EXHAUST VENT-A-HOOD 0 0 1 - W 600 0.3 1550 (2)1/25 - 115/1 - - - B200 DUAL A H 1. CAPACITIES AT 8200 FT_ ELEVATION 2. MAXIMUM SONES SHOWN ARE AMCA CERTIFIED LEVELS BEFORE TAKING CREDIT FOR SOUND ATTENUATION OF ROOF CURB. ATTENUATOR TO REDUCE SONES 50%. O 3. FOR SOUND ATTENUATING CURBS, SIZE FAN 7% MORE CFM THAN SCHEDULED TO ACCOUNT FOR CURB LOSS. t� 4. PROVIDE LABELS ON FANS AS TO AREAS SERVED. Q NOTES: , u A. CURB D. DAMPER G. SPECIAL CoAnNGS W A 0. NONE 0. NONE 0. NONE ed 1. FIELD-BUILT, INSULATED 1. GRAVITY BDD 1. PHENOLIC II■r[ 2. FACTORY-BUILT, INSULATED. 2. BAROMETRIC ADJUSTABLE BDD 2. EPDXY 3. FACTORY BUILT INSULATED, 3. MOTORIZED CONTROL DAMPER, 115V/10 3. POLYESTER/EPDXY u 4. FACTORY BUILT SOUND ATTENUATING 4• MAGNETIC BUTTERFLY DAMPER LATCHES. 4. EISENHEISS BOILER SCHEDULE 5. FACTORY VENTILATED GREASE HOOD EXHAUST. SYMBOL FU BURNER INPUT REWD EWT LWT FLO ELECTRICAL FLUE BOILER GAS OPER. MAKE AND NOTES 6. FACTORY INSULATED EXTENDED HEIGHT CURB. M 'E TYPES) TYPE MBH OUTPUT 'F 'F GPM DIAMETER HP PRESSURE WT. MODEL 7. REUSE EXISTING CURB. PROVIDE INSULATED $ O S.L MBH " W.C. LBS. ADAPTORS AS REQUIRED. # O ALT. AMPS V/0 A B C D O B. SCREEN E. ACCESSORIES H. MISCELLANEOUS WEIL MC-CHAIN 1 0. NONE 1. SOLID STATE SPEED CONTROL, MTD. IN MOTOR 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 85F. 4. AMCA B SPARKPROOF, 3/4» SCROLL DRAIN 5. WALL MOUNTED 2 SPEED SWITCH. AND ACCESS PANEL. GENERAL 6. DRAIN CONNECTION. 5. EXPLOSION PROOF. OWNRIVORVEMPER 7. CLEANABLE GREASE RECEPTOR. 6. 2 SPEED/2 WINDING (1200/1800). 1. CAPACITIES ARE AT 8200 FT. ELEVATION. 8 THERMOSTAT AND HUMIDISTAT 7. 2 SPEED/2 WINDING (900/1800). VAIL RESORTS . 2. WORKING PRESSURE IS 30 PSIG. 8. VARIABLE FREQUENCY DRIVE. 3. OVERSIZE BURNER (AND INCREASE SECTIONS) TO OBTAIN SPECIFIED OUTPUT AT ALTITUDE. F. TYPE DEVELOPMENT EQUIVALENT CFH AT ALTITUDE IS APPROX. XXXX. 4. PROVIDE CONTROL TRANSFORMER AND STARTER. 1. CEILING FAN COMPANY 2. CENTRIFUGAL ROOF EXHAUSTER 5. PROVIDE REQUIRED STATE PERMITS AND INSPECTIONS. AVON,COLORADO 3. CABINET FAN NOTES: 4. WALL PROPELLER FAN ARCH ML-rOPREC]ORD A. FLUID B. BURNER C. ACCESSORIES D. MISCELLANEOUS 5. CENTRIFUGAL UPSLAST ROOF EXHAUSTER. 0. WATER 1. HI/LO FIRE 0. NONE 0. NONE 6. TUBEAXIAL UPBLAST ROOF EXHAUSTER. 7. CENTRIFUGAL UTILITY SET. FAF Ivi 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 Am 3. BAROMETRIC DAMPER 3. ONE SIDE TUBE PULL Denver.Colorado 4. PROBE LWCO 4. END TUBE PULL PUMP SCHEDULE 5. FULL LWCO 5. BACK OUTLET FLUE MASTER PLAMER 6. SEALED COMBUSTION CHAMBER 6. TOP FLUE CONNECTION SYMBOL SERVICE GPM HEAD PUMP MOTOR DATA PUMP TYPE SUCTION/ WEIGHT MAKE AND MODEL NOTES & P (FE:142E3) EfF W VOLTS / RPM � SIZE E LOS. A B C D E F G ���MC � # PHASE HART I H�OWPE N P-1,2 BOILER CIRC. 26 18 33.9 307 115/1 - INUNE 32 35.9 GRUNDFOS UP 43--70F 2 3 6 1 2 2 . sixvc~�vRAI ezvOEVr� GRILLE, REGISTER AND DIFFUSER SCHEDULE '"°�`°g�'�E�""� '"� AVOAi,CX)LORADO P-3 SNOWMELT BLG A 6.4 14.3 1$.7 185 115/1 - INLINE 2-BOLT 11.25 GRUNDFOS UP 26-64F 2 3 6 1 2 2 MECHWCALELEC "tCALENG114EM SYMBOL FACE SERVICE DESCRIPTION MAKE AND NOTES M-E HNGU41M s,INC SIZE 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 11 12 2 AVON.COlZRAW Q�l CIVIL EIVQINEER P-5 HWS BLG A 2 25 10.6 205 115/1 - INLINE 2-BOLT 12.5 GRUNDFOS UP 26-96BF 2 3 6 1 2 2 , AH�C INC A SEE lAN5 SUPPLY LINEAR BAR DIFFUSER. TYPE 15 FRAME TITUS CT-481 2 41210 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 B PLANS SUPPLY LINEAR BAR DIFFUSER. TYPE 6 FRAME TITUS CT-481 2 4 210 P-7 RADIANT FLOOR BLG A 5.4 25 13.2 205 115/1 - INLINE 2-BOLT 12.5 GRUNDFOS UP 26-96BF 2 316 1 2 2 C SEAENS SUPPLY SURFACE MOUNT WOOD DIFFUSERS REGGIO 4 3 2 O P-8 RADIANT FLOOR BLG B 9.9 25 20.5 245 115/1 - INLINE 2-BOLT 12.5 GRUNDFOS UP 26-99BF 213 6 1 2 2 i5,7 ISSUE REVISION DATE PL D SEE SUPPLY/ 1/2" SPACING. 45'F DEFLECTION, FIXED BLADE TITUS 4FL 2 1 0 0 06 CONSTDOC PLANS RETURN P-9 HWC 2 10 7.5 89 115/1 - INLINE 2-BOLT 7.25 GRUNDFOS UPS 15-58FRC 2 3 6 1 2 2 E SEE RETURN 1' DEEP BLADES. 46F DEFLECTION, SPACING VARIES. L&D BRICK VENT 1 2 O O FOR PERMIT 08.13.04 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 1 2 2 5.711 07 BLDG.2/CONST. 09.0204 GENE S& QQMWENTS: GENERAL COMM ENT'S 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. A 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. � 10 BLDG.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 11.22.04 3. 35% GLYCOL/WATER MIX 3. IN-LINE, HORIZONTAL SHAFT CENTRIFUGAL 2. 4 POINT ISOLATORS CARBIDE SEAL WITH FILTER ON NOTES 4. 50% GLYCOL/WATER MIX 4. IN-LINE, VERTICAL SHAFT CENTRIFUGAL 3. CONCRETE INERTIA BASE FLUSH LINE (CWS) 6A/7A/I3A/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 PINAL 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 4. OPERATION AS SINGLE PUMP IN 3. PLASTIC 3. MILL. 2. LOCKING QUADRANT 2. HONYCOMB EQUALIZER GRID IN 1. 45' F 1. 1. EPDM COUPLER, !f ADDENDUM 5 05.16.05 4. WOOD 4. COLOR BY ARCHITECT DAMPER IN DUCT. NECK FULL LENGTH OF SLOTS 2. 8O' F 2. YES INVERTER PARALLEL ARRANGEMENT NVERTER DUTY MOTOR, 3. TYPE 16 CURVED FRAMES TO 3. 140' F CONTROLLER 5. PRIMARY/STANDBY OR SINGLE PUMP OPERATION. MATCH DUCT DIAMETER 4. 180' F 2. CONSTANT SPEED 6. PROVIDE SPARE MOTOR 7. DDC INTERFACE MODULE 4. 90' SECTORIZlNG BAFFLES 8. FACTORY MOUNTED CONTROL PANEL FOR 1. 2, OR 3--WAY BLOW. WATER LEVEL 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 INNNIKEOUS INDI CT ATER HEATER. 6.0 , 361 GPH A HOUR, 337 GPH CO NUQUS. T MAX 109 D 1 UNIT ME ROOMS WATE HFJ�TER 4OF DOMESTIC WATER IN, 120F DOMESTIC WATER OUT. 20 GPM 160F FEED BOILER WATER, 14OF RETURN BOILER WATER. _. _...._ M F, &NGINaRS, W. BB-1 SEE PLANS HYDRONIC HYDRONIC BASEBOARD. 160F ENTERING WATER. 1 GPM FLOW. 450 SLANTFIN �, �, ff BASEBOARD BTU/FT OUTPUT. FINE/LINE 30 M03 pA W X W, AWN, OD. 996" piq PH (0)10-6000 fm (9l0) 11Sl 1 Q 2004 42140 ARCHITECTURE. INC. 0 Fit C1 n. 7 7 � w U 16 . 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T4 3' FLUES vAi,COLORADO (2) V COMBUSTION I — '^ - 3i�' RUS4R I 6X4 DN I I I AIR INTAKE -- Dou" - - - I I I I PROJECT NUMBER: 20900.00 X — — — — _ J I I EXHAUST' ISSUE REVISION DATE T ,I � � --^-- I I OUTLET RADIANT zr ANIFOLD � � J; 3�' HU1StR 3 11 IN-PROGRESS 11.22.04 J I r I I Q1 FINAL CONST. 01.03.05 MANIFOLD 6 _ — — — I ADDENDUM 5 05.1(.X)5. (2) 3` COMBUSTION ❑ i4, UP TO I 6•� 1 AIR INTAKE BASEBOARD -- - - MAp L — ..... _ MANIFOLD ------------.----- -- ------------------------- 6 3 I 1123 6' I UP TNt0,5 -� RUS4R I LOWER LEVEL MECHANIQAL P N BASEBOARD -Q A I DOUN I NORTH f L------------------------- --------------------- 3 34 RUS 4R EF NOTES= DOM I n1 10X10 EXHAUST OUTLET RE= ARCH ELEVATIONS FOR EXACT LOCATION_ BUILDING �s 6GX&DUCT UP TONLOUVER W/BDD AND V!LD N47 U VERMIN SCREEN. LONER LEVEL d 3 s�4. w /� a RUS4R UP TO RADIANT MANIFOLD. MECHANICAL 4 HMIR GAPPED FOR BASEBOARD PLAN RADIATIONJUPCsRADE OPTION, M--Er WGINM5, W. OW E MOR CHEEK RLM WE 301 All S 0. 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FIBER,SEAL ENDS d _ PRESSURE }°LATE Z O WITW DUX SEAL '4 . + STUD WAL PLATEp - y: CONCRETE LL OIL DETAIL W La EewtcHEON P'1'13 NO SCALE A METAL STUD CHANNEL M■■� � 0 FRAME AROUND 9-YASr,WLLY rloDUI.aTIIar•, ANft~ CONTROL VALVE: P t TAP PUMPS AND w �(f i�•l � AL Ia ACCW CONTROLS s I �O COL NOTES= O L SIMILAR FOR INTERIOR CONCRETE MALL EXCEPT OMIT FRAMWI,DRILL CONCRETE NEATLY TO ACCEPT SLEEVE. � V 2. INSTALL FIRE STOP CAULK ON MOT14 SIDES OF WALL. by'DRAIN UTw WOW END � •� •� �� , P•T TAP CAONNECTION A -q*—STRAINER �I r•�� 6wuTcff 41 r'"4s\ PIPE THRU WALL PENETRATION VALVE`�''' 4' ;4 x rr1� NO SCALES u Z 2-WAY VALVE � COIL CONNECTION DIAGRAM 4' a ¢' aNo SCALE VENT WITH COPPER COPER HESN CAPPED SCREEN WHERE PIPE LENGTH CLEAN OUT LIFTING EYES t6 CoMAT$R THAN 1S - FEET DRAIN LINE AT LEAST GAME SIZE AS DRAM PAN COh�CTION Rrr far+rw� some WrPLIC m --WMS 001.06M r>w 9040,T""CAL. CAPPEp f ca rscnal CLEAN OUT LEON WATER FILTRATION"JON"CONNECTM OWNER/DEVFj,OYER EQUIPMENT. VAIL RESORTS ,.MINIMUM DEVELOPMENT 4' PREFERRED DRAIN PAN �"W` BUTTERFLY'VALVE COMPANY EVER HANDLE. �.,,. ,r_• AVON,COLORADO r r PITCFI � � ; I ARCIflTECPOFRECORD coo mu MM 2' DEEPER THAN SA FAN TSP dALANGNJGi VALVE sr rwawes �1 STRAINER W/ INLINE PUMP Ram A"m�w m cov awls NOSE END DRAIN NOW-81-AM l LVE pup. O1'�� ■ r144y ------ VALVE + r.�P,�ff wrn�I•woP.fe.fue+�aa,�er�ca To►�aro�e Am A)env�r,caoloraf�o ,4PPI�OVED DRAIN Nrr ea HAPOP�CRO a�0�,we novr�vr.r f�aa*�oo H[ASTER PLANIaER INLINE PUMP CONNECTION DIAGRAM 4 BUILDING A MECHANICAL ROOM DESIGNARCHIYEtT Mz3 W SCALE s INLtNE FAN DETAIL HART HOWERTON NOTE' FOR EXTERIOR MOWTED carte LOCATE 1"4013 ND SCALE NEW YOW NEW YORK TRAP IN WARM CEILING SPACE DELOU EXTEND VENT THROU%411110C0. STRUCTURAL ENGINEER MONROE do NEWELL ENGINEBAS,U4C AVON,COLORADO CONDENATE DRAIN IJECIUMCAL EFC8CAL ENGINEER ENERAL NOTES M-11 ENGINEENS,INC NO SCALE I. DETAIL 15 SCHEMATIC IN NATURE ONLY. AVON,COLORADO 2. ARCHITECT TO PROVIDE FINISH DETAIL CIVIL ENGINEER FOR ACCESS PANEL. ALPINEENGRa maNG.DIC. ISOLATION BALL VAU,COLORADO VALVE, TYPICAL RETURN SUPPLY WATER FILTRATION EQUIPMENT. PROJECr NUMBER 20400.00 ISSUE REVISION DATE MOUNTINCa ACTUATORS PLATE VALVE 4.- — 06 CONSTDOC ADJUSTMENT FOR PERMIT 08.13.04 TURN MANIFOLD- CA" LOCATE ABOVE END CAP 07 BLDG.2/CONST. 09.02.04 SUPPLY MANIFOLD WITH AIR 3 PIPE SPA VENT AND (� 4'4 08 BLDG.3/CONST. 09.24.04 SERP'EIVTINE SPACING MOUNTING °AND SEAL BRACKET 1cLASHIhICs HOSE BARB q 4'0 A BLDG.4/CONST. 10.11.04 D!°SK�IVATIOhI NIN MI OF �� f.OVER SIDE WALL LINE ° o �� 10 BLDG.5/CONST. 10.25.04 4 +p &IN-PROGRESS 11.22.04 HO SCALE. STAINLESS STEEL DRA BAND8 o 0 11 IN-PROGRESS 11.22.04 CONDUIT,REFIeIrsERANr PEX 6A/7A/8A/9A/10A/11 LINES,GAS PIPE,ETC. TUBING PASSING THRU.WALL TO OPTIONAL FINAL CONST 01.03.05 nSINCILE WALL nD0-MIE WALL EQUIPMENT. TEMPIFLOW ', s INDICATORS /n!2 ADDENDUM 1 01.12.05 SERPENTINE SERPENTINE I� RUBBER DOOTB FLOOR f(e ADDENDUM 5 05.16.05 SYSTEM COU TER WALL �)IRIPLE WALL to - PUMPS AND SERPENTINE SERPENTINE .;, :4 .+ `}: ',::.. ; : y..., CONTROLS WALL CURB FOR REFRIGERANT - >� RADIANT SLAB PIPING CONFIGURATIONS r-s-'NNAND r MECHANICAL �3 ,,� �,� CONDUIT PENETRATION DIAGRAM INSULATE As REQI.IiRED PER FLOOR TYPE AND Ms3 BUILDING B MECHANICAL ROOM DETAILS LOCATION piti r. ' MANIFOLD MOUNTING DETAILS 4023 SCALE: NONE _ E. BEAUS(SEEK al a. offle 301 a .�. x W. M283 A �0 5W, A 962 �a PH: (170)40-6000 W. IV)1" 10 © 2004 42140 ARCHITECTURE, INC. ipo RE Ir pO�P Aq& V: U D :4 AUTO AIR VENT LOW LOSS NEATINCs RETURN TEMPERATURE HEADER CAN VARY UP TO +40'F LOWER THAN SUPPLY TEMPERATURE AT FULL LOAD L35` ATINCs RETU r/1 2+ w u z 0 PROVIDE ISOLATION VALVE AND 1-IEATINCx SUPPLY 3�4' THREADED CONNECTION FOR SYSTEM a OUTDOOR SENSOR TO VARY SPIR!OTNERM MAKE-UP (309e PROPYLENE GLYCOL) I �, SPIROVENT F, 0--pot SUPPLY TEMPERATURE TO t 2 Ql RADIANT FLOOR TU15W-s ^ GRIDS PIPE t0 FLOOR V J ~ v to 1t-2 (30 GPM) DRAlN AMTROL_ EXTROL SX-40V 164 4 MAIN B 2 ET w ..4 SYSTEM 1 rC1 CONTROL V P w '1 rt � �d Ww > RADIANT SYSTEM P ■� x 3�4' DIFFERENTIAL CIRC PUMP 1® r r^ t � v� PRESSURE BYPASS Z NONYWELL BRAUKMAN THERMOSTATIC MIXING VALVE w 0 HOT WATER SUPPLY t0 MAIN SYSTEM (q=LSTHE4 PUMP CONTROL t-25v ZONE THERMOSTAT 1 r' RETURN MANIFOLD COLD WATER SUPPLY W1 VENT P .J SUPPLY MANIFOLD 5 W/ VENT HOT WATER RECIRCULATION OWNER/DEVHLOPER Q VAIL RESORTS 9 DEVELOPMENT RADIANT FLOOR ZONES/MANIFOLDS 1' HIG44 TEMP (150') (TYF?FOR EACH ZONE) 14EATIWX SUPPLY 4 RETURN }�.� WATER! /� ! /� COMPANY TO FAN COILS D OI I E 6 T I C WATER HEATING AVON,COLORADO EACH CIRCUIT, 80T14 5 4 9 MUST STORAGE AND SUPPLY AT 115' F WITH RECIRCULATION ARCHrrECrOFRECORD HAVE ISOLATION VALVE_ WIR380 /��t ' I HEATING FOR IMMEDIATE RESPONSE AT HOT WATER FAUCET MANIFOLDS ARE RECUIRED.FIELD I SGE f-'e�V 01.1 . ASSEMBLIES ARE NOT PERMITTED. �, AMMISM RADIANT FLOOR "EAT DMJGN ARCI4rMCr HART I HOWERTON RESIDENTIAL HEATING SYSTEM PIPI G DIAGBM, NEW YOM NEW YOM ru a SCALE% NOW MLsCrURAL ENGINERit MONROE&NEWELL ENGNNEEAS,INC; AVON,COLORADO MTWA ANICAL EU.CnUCAL ENGiNEIDt N-E ENGINEERL,W AVON,COLORADO CIVIL ENGINEER ALpiNS N3WftQEERING,INC VAIL,COLORADO PROJECT NUMBER: 20900.00 ISSUE REVISION DATE 06 CONST DOC FOR PERMIT 08.13.04 07 BLDG.2/CONST. 09.02.04 08 BLDG.3/CONST. 09.24.04 ABLDG.4/CONST. 10.11.04 10 BLDG.5/CONST. 10.25.04 A IN-PROGRESS 11.22.04 11 IN-PROGRESS 11.22.04 6A/7A/8A/9A/l0A/11 FINAL CONST 01.03.05 12 ADDENDUM 1 01.1205 {p ADDENDUM 5 05.16.05 RESIDENTIAL PIPING SCHEMATIC - M-a� E1VGtNEF�S, 1NC. EfWat eW Il. SUR30 M2A Fr.,s . 80�(S)4D. AVDN, G'D. $1620 . (910)91-�m W. (110)4 -11sl 1 Q 2004 42140 ARCHITECTURE, INC. REG ,...,...,sue 2 3 4 5 v: �:b v,t`AE4 I'AG 9 I I I I I I I i ! I 1 I I I 4' SAN V Tom: CIVIL � O l FOR CONT. ---_---- ------ ----------- --------- A 0 1 f 1 1 1 1 4■ SAN 1 { III RE: CIVIL 3/4' GAS UP TO I 1 III FOR CONT. (� OUTDOOR GRILL I I O 1 II 1 ! J_---_--_---__ --------------- -----------------_-_---- Q . rT--,c ��� ,'� ��' 'i i I� it 1 i i Izi , f i �, , Ili 1 I I 3/4' GAS UP TO ] OUTDOOR GRILL `/ Z ---- -----------I- -'� o 1 1 1 n ! ' I' I ' II 1 ! I I 111 � • -J 111 I =-� ; / I V,,�,• 1 1 1 f l I l C.O. { I r1--t� l 11 _� •• • 1 1 1 I I I 1 11 a_ , 4'11/2' {I 4', 11 AN I I i i i i i owNSx/nEvE I I I I VAIL RESORTS fl'1 I I I ITT-i 1 �1 1 rr_ _ =__ _ I 1 11 I I I 3/. DEVELOPMENT I II \ - - -y I 1 111 1 1 L 1 1 11 I��-1-I 111 --- _ I 1 1 4 40 i , COMPANY I If 3 1 III I I G /i / AVON,COLORADO { 1 1 I � I ■❑ I I I I 1/s' I I �, ARCHm'�of o I I III II I I 111 1 { 1 f 1 1 1 1 I I f 11 3■ iii I illy G I 1 ' I f fl / 1 I III II IHr----- -- 1 I ij 1 ____J 1 Jlf ,Ivi I_--- _ I III [ /� r ------- --J` J f 1 f l , ° J1 I ! - ' I I I I I - - _ 1 I \ _� rTn-1 1I I I I I I`- m { L L�1 ------J ! TJl=- I------ f 111 ! - -- - - -----1 C M 1 1 r --- `-- -- ---, I 111 -�'- 111{ I I r-- I-I-� -Y 1 1 I I I i 1 Denver.CobnKb ------ I I I ❑j llr2• ❑ r-�-�I Mns1vR p�NsR fl 1 1 1 I I fl ❑ I Ir ,I 111 & J `-_-- I Z III ' I 111 1 I I I I III i DHSLGN AREXrrWF I 1 z 1 ----- 3 3' Ell I I 11 I 1 I HART HOWERTON 11 1 I I L- __-----_-�-- ----_-J II i -._-._._-J !I --1� I I 11 II III I N6�UxoR14NE�/xoRK 21h' GAS UP TO 1 1 1 I I �� ------ -- -� ---------- ------� I I 1 11f --�-=�L I I 11 11 I 1 1 f ! I ,� II 1 __-- f I � I ' METER I I 1 1 I l I 1 1 -��T 1 ' I ° I I I meocavRAC.FxTGI1VEiRR 1 1 1--- I r------ JJ v I I 1 G�-_"� ----- 0 2■ I I! I --- _ __ l 1 I r---- -- -_ -- - raoNROR VEW COMRAM CNc I I I 21/ " 11 21/ . �----- 1 1 I I! I I p 1 2-' J I 111 1 1 1'/4-[]1 I 1 i t 2 2 I r' i`11 1 1 2 I ! 11 1 I __ ' r-_ --- 1 1 1 LIV20[j] l i i i �cHA M E ENGINIRM M�rcn�R — L----- I I AVON.COIARAW nrr�xCAMGns ,nrc. I�I L------ -------------- -- ------a I 3/40 1 1 1 1 1 1 vw co,oxnDo :T ii i=Fl zT j 1 1 I I / • I III r------ -----------1 r_ __ ----- `fi I 1 ! 1 I 21/2 GAS UP TO LA!I I J,I 1 i I !1 - 1 I • I I 1 I METER ------------- -"- ITT 1 [ PROJECT NUMBER: 20900.00 p -T-1 - 2 s - 1/2 1 1 21/2 ISSUE REVISION DATE 3' 1 1 1 1 2 G 2 11 f IN-PROGRESS 11.2204 11/20 1 I I I I I 1 I I I 11 I I } 1 f l 1 L1_ I I r N • \ I I I / \ I I { --=-- --"`�=�-� 1 I 1 1 • i 1 1 1 I I I I { ! � I 1 1 1 1 fi \ � l i i 11 FINAL CONST. 01.03.05 1 1 #, \\� -_ - -- _J 1 1 1 1 1 11/ • i i 1 iz F1=i:F FFF1 j i N ���Y� 1 I I 1g ADDENDUM 5 05.16.05 _�L1L11LL I IJ I 1 ' I L `------- - J L�-----J ------- -_ _J i 11 �� �T--T' I 1 II 1 LEI-i-_ LL ! I I ` 1 Q 3' ❑j ll/4• I -� 3 • I I 1 I � G:D. ��\ /�' 1 I I ��� I I I f ♦ II \ � I 4M 11/2' 2' UP ATVENT CONT ON GRAWLSPACE PLUMBING PLAN DRILIG- P3.2_ __ _ PISA SCAM- L- 1"-®' i 1 __1 L'~��L J 1 __ __. I 1 I L�-- ---------- — — 1 NORTH I 1�---- - — - i - T L L + `❑ Ib I I SHEET NOTES@NOTES@ GENERAL NOTES- 1 I I ❑I SAN UP. 1. PLUMBING 1.5 SI-IOl}JN DIAGRAPIATIGALLY FOR CLARITY. NO WATER OR DRAIN LINES SHALL BE RI,N IN EXTERIOR WALLS. I I I I 1 BUILDING S I I 1 1 LE � GARAGE EL V PLUMBING 1 I PLAN �� -- aar�� DIVER('#SEEK BtVQ. Su1'IE 30) l A.D. �f sxra, AUo�u, eD. ��a P1,6A � I I a I II ��� I I Q 2004 4 URE, INC. ' 2 I 1 I a 1 I I 1 V ® Zz ® [I] 0-" T33 TVs A � 1/2' C LG UP TO 1 -I GAS UP 4 D N O I I � V 1 I W 1' GAS UP 11/21 GAS DN ; IF I t w i l r I x i I I I 3/4' G465 UP4DN 1/2' CWS UP TO HB-I U Z D w 0 I 2 i I 1 ` L 1 ---; I' GAS UP I I -- 1 11/2' GAS DN I V GAS CONNECTION I i FOR FIREPLACE i IPENT UP 131 � t VAIL RESORTS — 3' SAN UP--' _ _ — — — -------- GAS CONNECTION DEVELOPMENT L J i 3' SAN DN I FOR FIREPLACE 1 I COMPANY BT j ❑j 1• AVON,COLORADO -I 3' SAN UP I Iii ' SAN UPtDN V Iy2 VENT UP �oF D 1 2 3 - VENT UP ————— i VENT UP ,5AN UP ----J 3' SAN uP —— - J❑ �/ I 11/2 AN DN 1 1 2 li7 3' SAN ON 4 MAS M rtann M y . ❑1 SAN-- '' i BT-2 1/s" 1-1tGW UP z ————- 1■ l��z' Ill SAN UP4DN i 3' SAN UP -1 DESIGN efectffc-r • 3 2 TO slNlc L) _____ 1 VENT UP HART I HOWERTON I i4' i4' —————� ————— . NSW YORK.NSW YORK ` ------ VENT UP I ----- I 1 ---- -- — ell SAN UP 2' AS DN 11/2, GAS DN TO ————— ��— ~-- 0E—& fv H1. fWGr N F BOILERS 1 >uoNaoeA o�� m SRS,n�c \_34' GA9 UP RANGE ------ i 11/2" I❑ -- ——— 1��2' DN 1 lys" c GAS METER ' ��-FD-1 Z WEENGUMER Df C 1033 M13H y `————r ————— I-1tCW UP AVON,COLORADO cmmER (1275 CF 4) 2 VE T UP 1+ _— � • I TO 51NIG CIVILSNGItvBSR —— '?/4' 3/4' 1 VAll,COLORADO 11/2 GAS DN TO 2' GAS hL————-1 --- --- I PROJECT NUMBER: 20900.00 BOILERS ' -------1 G L__J — I -1 ��. —`———J 3�4' GAS TO RANGE SAS METER ISSUE REVISION DATE I s4 ` VENT1 UP 1/2 (1215 CFW) 11 IN-PROGRESS 11.22.04 uX- 1 W�A. 11 FINAL CONST. 01.03.05 1.� 3•� -- � 11/2' 1---,. 1 a ADDENDUM 5 05.16.05 Is 01 11/2' - ❑1 L——J B � 1 V t 1/2' UP _ [1]28 Ij j I � -a 1 LOWER LEVEL PW BING P a N I 1� Iys" ` .�._..-.._ 03• Pi,6B ec-A 4, = 1 0 []I 11/z•❑I ice-- — � Ncn;ZT I 1 I I I 2` I 1 1/2' UP 2' PARATOR 1 SHEET NOTES@ 'ENT DOWN GENERAL. NOTES- I I I I SAN UP. 1° 1 L PLUMBING 15 SWOWN DIAGRAMATICALLY FOR CLARITY_ NO WATER OR DRAIN ❑a PROVIDE GAS COCK AND LINES SHALL BE RIJN IN EXTERIOR WALLS CAPPED, TI-LEADED CONNECTION. I I I I 1 BUILDING 6 I I I I I LOWER LEVEL PLUMBING I 1 1 1 M—& OUGINW-K We. PLAN om E.BEAVER om BCUR me 301 P.D. BOX 5140, AVON, CO. 91CO P1.6B I PH: KIM 104000 FAX: {no) -1191 I © 2004 42140 ARCHITECTURE, INC. 0 FIN 0 ,eggs$ � o 1 2 3 4 b 'g3 I I I W I I I I z � o wa THREADED CONNECTION JD-1 3/4' GAS TO OUTDOOR GILL ■�y O GAS COCK 3 , , O /4 CHAS ON THREADED CONNECTION W W --- -------------_ ------__ , 3/4' GAS TO OUTDOOR GRILL I �1 r ge GAS COCK z I' GAS ON , 3/4' GAS ON h+l ' I OI L12' cuJS UP 1 ; I a '%' HwS uP II�a ulc------- ----- ---, I � CHAS CONNECTION II/4 �I I4' 1 ' I' CHAS ON I FOR FIREPLACE ' I I , ; o>IVr-ExroEVaLCteER 1 I SAN ON 1 i , t%' CWS UP 1/2' HWS UP 2 E VAII. RESORTS I VENT UP I IV2' I —I __ DEVELOPMENT ---—A— �/ ♦ COMPANY 1 I1/4' 1 GAS CONNECTION I AVON,COLORADO FOR FIREPLACE ARCra-rnc-rOFRECORD 1 SAN DN 1— �O . 1 O VENT UP--\ , �,� I 1 1 I/2' CW5 uPI W*A �1 B*_> VENT DN 1 3/4' 1 Ir I I I I ( SAN ON I J _ 3� I # I � -- -- I - lid I I� I I IL2■ VENT UP RR � VENT UP rd-- I- I I 1 - � ; r 1 MASTER PLANNER �/�' HtGW UP O 012' L12, I II' & n�LCN ARCaiBELOW 1�toM ® KS-2 It/4' 1 I ° j " r' j SAN ON ;" L J VENT UP HART HOWERTON �I- � T_# , []1 3 NEW YORK•NEW YORK � ❑ i I I r" _# L=1 '/2 VENT ON I I I '� 1' b 2' -T 4 - - , STRLrc EW10 ,P14C NEl MoNaoE�NLs'WEii.P13GLNEEtt$,INC I 3,4 GAS ON I I I' _ ——— VENT UP avow,Col�t)RADo I I MECHANICAL ELECMCAL P,NGRaMR 1 3,■ '1 1 I I I 11,! M E ENGINEER%U4C '` b AVON COMMM)O I I II 11/40 1/2' T0 SINK FROM AL�NE�ENGINHE n�v UW_ Kr2_1 BELOW PROJECT NUMBER: 20900.00 I I I I MS I I 3/4' GAS ON ! I I I 1 1 1 3/• ISSUE REVISION DATE I I jl 1 I 1 11 IN-PROGRESS 11.22.04 I 1 I LL 6 11 FINAL CONST. 01.03.05 L-2 1'D_1 ADDENDUM 5 05.16.05 � I I B 1 oe I ' IJII I I ; HI3-I I I ♦/ I I 1 — — — -- — q GENERAL NOTES: 1. PLUMBING IS SWOM DIAGRAMATICALLY ' I IDDLE LEVEL PLU BI G R N FOR CLARITY. NO WATER OR DRAIN p SCALE= . , #._m. SHEET N TEe LINES 514ALL BE RJN IN EXTERIOR WALLS D I N�RT I I Q SAN UP. I ❑2 PROVIDE GAS COCK AND BUILDING 6 CAPPED, THREADED CONNECTION. ❑3 MAIN LEVEL PROVIDE REMOTE READ-OUT , I fi FOR GAS METER PLUMBING PLAN M—E- ENGtNEEZ, INC. ow I- wvm em ixvm AIRS 30) p P1 A. SOX 5740, AVON, (A. 91620 .6C N. (W)' -6000 fAX (IV) 11sl 2004 42140 ARCHITECTURE, INC. 5 fflff.��. oO P4 `• I I i :7 3 7 : UI I I . �7 I I W ' V o A >4 u� A °-o I O I r I ^ W V40 0 Elm a u z wo 1.4 0 � I � 3' VTR -�- I I --—— ——---————---——— --------- I 1 -------- \ ' L-3 � � I VAIL RESORTS i I _ � _ � _ DEVELOPMENT COMPANY I I I AVON,COLORADO VENT ON VTR 3' TR rials ARCHrrWY OF RFAX AD FA I ' \ L--v-i J o ,Cowreao I / I VENT ON MASTNR F1.AMIER — , DESIGN ARCHRrCC n T i I I I e T_ HART j HOVPERTON I ! ! I ! I NSw WNK NEW Yo�rc I_V J — — — / STRUCI' MM ENGINEER — / MONROR do NFWRU hNGUMURS.INC —— I AVON,COLORADO ———^. I�CHANICAI.EI14C'IRiCAL ENfGINSBR M 1K ENGINWP—%INC AVON,C0IARADO CIVIL ENGINEER I AIPIIVE ENCnLORA O INC vAIL,coloRnDo L-V-i PROJECT NUMBER; 20900.00 ISSUE REVISION DATE 11 IN-PROGRESS 11.22.04 11 FINAL CONSI'. 01.03.05 (p ADDENDUM 5 05.16.05 I r � I I UPPE13 LEYEL PLUMBING P PLED SCALE: ♦' ■ P-0' r NORTH #. PLUMBINCs IS –Q+k–A fi! DIAGRWATICALLY FOR CLARITY. NO WATER OR DRAIN LINES SHALL BE RUN IN EXTERIOR WALLS_ I r I r I BUILDING 6 ' I UPPER LEVEL PLUMBING r PLAN Dorf$E. BEAVER(!REEK am SURE 301 P106D 0 P.O. BOX 51 , AVON, CO. 91CO 1 2 3 4 5 PH. KIM 10-6000 FAX: KIM 11SI 02004 42140 ARCHITECTURE, INC. p,q q * S'J U•V" Q • � 3 7 �: ,• PLUMBING IX H MB NG RE F TU SCHEDULE E OUTOOOR &RILL FIREPLACE 2 CODE: DESCRIPTION MINIMUM CONNECTION MANUFACTURER / MODEL 40 M544 15' ( Gl'i-I) 1 15¢) M15H CW HW SAN VENT (05 CFN) FIREPLAGE 2 R OUTDOOR GRILL WC-1 WATER CLOSET 1/2" 3" 1 1\2" SEE INTERIOR DESIGN PACKAGE FIREPLACE 1 150 MBN 13 MBH 51 L-1 LAVATORY 1/2" 1/2" 1 1/4" 1 1/4" SEE INTERIOR DESIGN PACKAGE 6' (185 C.FN) (°� GPI) L(L4QjCM7I4j) F 150 MBl-1 L-2 LAVATORY 1/2" 1/2" 1 1/4" 1 1/4' SEE INTERIOR DESIGN PACKAGE a R 3/4, FD-1 FLOOR DRAIN 2" 1 1/2" ZURN MODEL Z-415 WITH "B" STRAINER RAW-AE 73 MSH KS-1 KITCHEN SINK 1/2" 1/2" 1 1/2- 1 1/2" SEE INTERIOR DESIGN PACKAGE ^ Q (90 0:4) 32' 11/2• FIREPLACE I 50ILF-R 1 BOILER 2 58, 3,41 V J 150 MBH 310 MBH 9' 310 MBN GD--1 GARBAGE DISPOSAL SEE INTERIOR DESIGN PACKAGE 21' 34' 383 CI'I-I) (383 CF 4 *Q 1033 MBN lyz BT-1 BATH TUB 3/4" 3/4" 1 1/2" 1 1/2" SEE INTERIOR DESIGN PACKAGE (12-15 GI=N) G r° 12 15 5 6' l ys �, 2, KS-2 KITCHEN SINK 1/2" 1/2" 1 1/2" 1 1/2" SEE INTERIOR DESIGN PACKAGE V 21/2. 21/2' 21, ' IV ' A '"I 2 2 S-1 SHOWER SEE INTERIOR DESIGN PACKAGE RV 27 4 r2' I9' 6 G MID BT-2 BATH TUB 3/4" 3/4" 1 1/2" 1 1/2" SEE INTERIOR DESIGN PACKAGE W BOILER I BOILER 2 11/2' 21/2' 2y2' C4 x 3!0 MBH 310 1"5" L-3 LAVATORY 112* 112' 1 1/4- 1 1/4- SEE INTERIOR DESIGN PACKAGE U (383 CFH I(383 CI=1-I S-2 SHOWER 3/4" 3/4" 1 1/2" 1 1/2" SEE INTERIOR DESIGN PACKAGE W 0 HB-1 NOSE BIB 3/4" WOODFORD MODEL 17 C4 WB-�1 WASHER BOX 1/2" 1/2" 2" 1 1/2" GUY GRAY MODEL B-200 ! RIBE DIG NITS S RISER DI "B' U IT (� SC."F-- N" 4 $G,41„E- Nc*m MS-1 STEAM GENERATOR 3/8" MR STEAM MS-225 owx�Inaysw.arelt vm VAIL RESORTS DEVELOPMENT 3' COMPANY AVON,COLORADO? 2' 1 ARCIfMICr OF RECORD 2' ' —� -� ie 1 1/2' 1 ��'1 �\ �r \ �,,� I �\ jupA lei ,--I J �� 11/21 1 2 I Imo'-I 1 1 = \\ 1 1,2. 1 1/a' 1 � 1 s 2. \\ Darner.Coloratlo r 1 1 2• \ 3' Iii I I �\ i��� x,,slEaPr�uax 1 i V. 1 1 i 3' �'� ys' I I \� 4' \ \ 1 I y \ \ DESIGN ARCHMILT j I y , ��� �`` ``1 1,4 �\` � HART HOWER'1'ON I 2, 1 ' I ys+ 4' JAM l i 1 1 I s �i� L 1 I �\ ti� NHWYOMMMYORK MAIN OUT_ -� 1 @T-]j I �i� 1 1�.4 1 %� . / / \ 1 I,4m 2 I ys 1 1 1/x. �.�\` 1/2 1 1 1 1/2 /1#0 j j -' I y2• I MONROR vn,�i�MC.00 1 y2 �� I N, I y . ��1 -1 I I,2• �� 1 \ I � 1 AVON.COLORADO i� I 2 �� I \\ .{' 3.1 r WG- 1 � r -I I � � IIANICrS1.Rf.P.CCRT(:AI.IIN(;IIVRRR 2' if I 1 / I y \�" II I l / i M-H ENGINEWL%INC .01 1 1/2. I I , i I 1 y2. v � i J 1, s�i I I ys. l� I AVON COLORADO 1 ys i 4 1 �� It 'I I �' BT_I I j it i I,I• I I ys• 1 1/z' I ALPINE�.INC. WG-13, 1 ''. 1 1/4 I i�l 3, l I I op �� I I i I 2, 28 \ 3 y2■ 1 t/2, i��' I I ! �►\`\2 I 2. PROJECT NUMBER; 20900.00 1 1 I 2 � y ' yz i 4' I t • 2 .0p 1 I I a I I /2 I 1 ! I� V ISSUE REVISION DATE \ 4 1 ys 1 y , ��� j 1 j I '� �J 1 2' I �— I C� I Ob CONSI'DOC 1 1/2 1 1 2 ���� I 1 I I 3• y I� I fis' I 1 3' I 4` 1 2 J '� ! FOR PERMIT 0.13.04 1 y2' I 3 �2r i I s�J - 1 i 2+ 26 40/ 1 y4. JAIN-PROGRESS 11.22.04` V ( I 3' ! 1 3' �,�� I � 11/2" 6A/7A/SA/9A/l0A/11 I I li ' 1 FD-i I 2' 3 WG-1 1 y ' L 1 ;��. 1 I i s y ' ��� 1 ys. FINAL CONST 01.03.05 2 �v 1. I I i y ■ �� 3' I z � 3' G:D 1 1 � 1 V2` i 1 i 12 I \`\ �.� �(P ADDENDUM 5 05.16.05 de 2' 1 2 1/2m— I I 3' de e 3' I �1 112. lye' W�GA 3' I I 2 1 y2' l � Ins PLUMBING ISOMETRIC DfAr-%MM ' . UNIT ; .PLUMBING IS0 ETRIC DIAGRAM NO UNIT 3 SGALI=s WOKE 4 SG+4LE-- NONE PLUMBING a DETAILS 00W ILO mvm MR i tmx cuff 301 p.D. $Dx 5140, AVON, L'D. $1620 P22 � R ` IF . : (110)V-6000 fnx: (flo) 1151