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Home My WebLink AboutB09-0037 PlansOPTIONAL ACCESS NEW STACKED /WASHER — DOOR WITH COAT RACK DOOR SIZE TED TO DRYER (TO BE MOUNTED TO DOOR FACILITATE W/D EQUIPED WITH DRAIN (COORDINATE HOOK-UP PAN AND OVERFLOW NEW COLUMN (YP.) WALL (,�'° � } WATER SHUT OFF SEE STRUCTURAL ENG. STRUCTION BEDROOMS --2 BEDROOMS - SENSOR AS REQUIRED) NEW HEADER ABOVE (T(P) } RESIDENTIAL: TOWNHOUSE /CONDO OCCUPANCY SEE STRUCTURAL ENG EXIST. CONST 4- -STORY AND BASEMENT i ty a rvA ONcPTJ 3 I �/5% CONC FOUND. W/ CMU STAIR & ELE`J SHAFTS FC I INT, BEARING WALLS TO BREAKK FLT=. SPAN BUILDING CODE `; L i t I STkr�(Ba F� 1 E UNIT TO REMAIN, NO ADDITIONAL PROPOSED OR Z' JOE AND MAURA COLLINS EXISTING BASEBOARD HEATING TO RECIEVE NEW WOOD CASEWORK T.B.D. (TYP.) EXISTING BASEBOARD HEATING TO BE ALTERED SO AS TO NOT EXTEND UNDER BUNK BED NEW BUILT --IN TWIN BUNKED f WITH DRAWER SYSTEM BELOW LOWER BUNK EXISTING DOUBLE STUD SOUND PARTITION TO REMAIN K TWIN LONG SUNK BEDS KING SIZE BED VERIFY BUNKED BED AND CLOSET CONSTRUCTION DETAILS PRIOR TO BUILDING NEW WALLS THEY WELL BE ATTACHED -TO EXISTING WINDOWS TO BE REPLACED BUY OWNERS ASSOCIATION UNDER SEPARATE PERMIT ( T YP.) EXISTING BASEBOARC HEATING TO RECI£VE NEW WOOD CASEWOPK T.&D. (T YP.) COUPLE'S BEDRO 12'- 8 -9 IRON B0 STOR ETC. ou LINE OF NEW SOFFIT AXA j EXISTING ELEC PANEL, TO( REMAIN BE as _ POWDER 2 2 0 BATH 2-' ---= NE1'd WALL fi I 5 0 CONSTRL3CTION 2 (TYP) 1 8 6 I II_ D ( 1/4 1)=11_0" PROPOSED 1k, 5, -9" UNIT 310, 6r NEW SHOVW R W/ BENCH TO REPLACE TUB (COORDINATE NEW DRAIN WITH EXISTING ES) 2101 -- 082 -43 -005 UNIT STATISTICS (,�'° � } f� P LAN BEDROOMS --2 BEDROOMS - A ll constructlion work is to be conducted in accor T of V regulations, the Building Codes in force, and any Construction Guidelines For Unit Remodels ♦ i b y Ch ateau Christi res ponsible Contractor is obt ain i n g « perm an d a is responible for i# safety and se unit during r em o del. 2- Dimensions are fr om of gyp bd or or from face of # unless utherwise n oted. • • i field verify all dimensions prior to constructi # notify architect of discrepancies dra wings. 3- Size of doors t o b I I no ted on a approximate area o Do ors . f Widths from wall- Door har dware thickness, style and ! b dete a t r later # ate- Windows are existing and will remain unchanged unless replaced under a separate future permit by the Owners Association. and abated per Colorado Statues and OSHA requirements If necessary. 4. installation of any fire s pr i Ikl s and/or and I n t egra t ion W existing sprInkler and/or alrams shall be coordinated by remodel Contractor. All firesprinkier and alarm drawings and specificatlions to be provided by others. NEW UNDER MOUNT TUB TO REPLACE EXISTING TUB NEW TOILET TO REPLACE EXISTING TOILET (NO CHANGE TO WASTE LINE) NEW SINK AND VANITY 10 REPLACE EXISTING i 2 KIT HEN 1 3 EXISTING FIRE SPRINKLER PIPE TO BE CONCEALED BY NEW CHIMNEY MASS SURFACE TREATMENT (T.B.D.) HEAD TO BE RELOCATED RECESSED IN EXISTING CEILING NEW SASE AND UPPER CABINETS AND COUNTER TOP NEW SINK AND DISHWASHER TO REPLACE EXISTING (NO CHANGE TO WASTE LINES) ..-- ^--NEW RANGE /STOVE AND HOOD TO REPLACE EXISTING (NEW HOOD TO UTILIZE EXISTING /ALTERED THRU -WALL VENT) NEW WALL EXISTING BASEBOARD HEATING TO RECIEVE NEW WOOD CASEWORK T.S.D. (TYP.) EXISTING BASEBOARD HEATING TO RECIEVE NEW WOOD CASEWORK T.B.O. EM NEW BUIL± -IN BENCH TO REPLACE EXISTING (DESIGN T.S.D.) EXISTING FURR --OUT TO CONCEAL FIRE SPRINKLER PIPE TO BE REDUCED IN SIZE IF POSSIBLE (T.B.D.) ADDRESS UNIT 310, CHATEAU EAU CHRISTIAN TOWNHOMES 356 HANSON RANCH ROAD NO, E VAIL, COLORADO PARCEL NO. 2101 -- 082 -43 -005 UNIT STATISTICS EXISTING #? ROPOSED UNIT =1165 SCE FT UNIT =1165 SO FT BEDROOMS --2 BEDROOMS - BATHS --3 BATHS-3 BUILDING USE RESIDENTIAL: TOWNHOUSE /CONDO OCCUPANCY R-3 EXIST. CONST 4- -STORY AND BASEMENT i ty a rvA ONcPTJ WOOD FRAMED ROOF, WALLS, AND FLOORS CONC FOUND. W/ CMU STAIR & ELE`J SHAFTS INT, BEARING WALLS TO BREAKK FLT=. SPAN BUILDING CODE IBC 2003 FIRE SUPPRESSION EXIST. (2) SPRINKLER HEADS IN UNIT TO REMAIN, NO ADDITIONAL PROPOSED OWNER JOE AND MAURA COLLINS 155 LONG NECK POINT RD DARIEN, CT 06620 -5815 203-655-2155 Towh O f V ARCHITECT KARL. KRUEGER /ARCHITECT ATTN: KARL KRUEGER { PO BOX 8332 AVON, CO 81620 970 --748 -1504 CF . CONTRACTOR J- KRtJF'CFP Av CC} r SCOPE OF REMODEL PROJECT Dl CRIPTIO s • Y * 11 \' 1 1 s y EXISTING FLOOR 'ALAN EXISTING WASHER AND DRYER STUB -OUT AND 2209 OUTLET / WALL Dr�gOC!TION WALL FLAN EX ISTING FLOOR PLAN 1 DEMO NOTES I. Dimensions shown are measured conditions of existing unit and are provided for the convenience of the contractor, B.O. NEW GYP SOFFIT 7 F- NEW AESTH BEAM WORK BELOW 1 —HR7 EXIST. CEILING (TYP) EXIST NEW GYP CDL BATHROOM FAN W/ 1—HR 7_11 1 DAMPER IN SIDEWALL OF SOFFIT ABOVE SHOWER AREA I. Where existing outlets, switches anqg��n_ boxes are to remain they are noted as "existing" on the proposed construction plan. NEW CROWN— MOLDING (TYP) M TV ON SWIVEL ARM � 1 PROPOSED Exist Monopoint Track flight Track and Track light(s) Pendant Mount Light (D Recessed Can Light (WR=wet rated) B.0, NEW GYP SOFFIT 7 Stip Flourescent (4 ft typ., Close, rated where required) Wall Mounted Light 220 STACM Stop Light on Sensor - E13 EXIII T. NEW GYP CEII 2. Spaclin,R outlets required by IBCAEC 2003 may require E x st Duplex Outlet (Ht. or V specified) WASU "Iul/ M 2 S P WR additional outlets-Contractor to verify spacing with electical code- So� Exist B7.0,NEVW GYP SOFF)I�T 7-3 1 111 EXIST NEW GYP CEIL - TT All new wall outlets shall match height of existing outlets (18" N, T777 above floor +/-) unless othervAse noted. E xis t Exist, Exist 'W BEAM 80 NE Switched outlet 3, frixtures, switches and outlets shown are called out by EXISTING GYP CEILING V 1 qeneral tvpe- Architect to provide specifications at future i submittal to contractor. Awl NEW CROW 4. Anaylisis of the capacity of the existing panel and service MOLDING (TYP) GYP. EXISJ,7 CEILIN G� CEIL, + - — - ace t to comodat lighting layou hanges c shall be the responsibility TV SCREEN ABOVE T -4) of the contractor's electrical engineer. WARDROBE CAB EX st 5. Actual new soffit h��j ghts may very according to venting and electrical requirements as well as dimensions of desired B.C. NEW GYP SOFFIT crown mold. verify final ceiling heights with architect 7-3 + - NEW CROWN MOLDING E st TWIN L G BUNK BEDS retort NEW AESTHTIC BEAM WORK — — — — — — — — — — 6. Li ht Fixtures shall be located where dimensioned or SWR Vic, BELOW 1—HR CEILING (TYP) centered In soffited ceiling areas. New soffifing/ceffing framin g Switch EXISTING GYP CEILING Switched shall take into account desired fixture location- where conflicts Exis out outlet With framing occurs notilly architect B.G. NEW GYP SOFFIT Exist 7-3 + FLOOR OUTLET FLOOR OUTLET I 7. All bathroom fans ceilings B.0, NEW GYP SOFF T I iL are required to have accessories, 'that when installed With the r- 7 3 OUTLETS FOR fan or light make up a UL approved 1-hr assembly. Other ceiling 4 (Ht TBD) elements shall utilize standard i-boxes that meet 1-hr -0 EXIST GYP— EXIST NEW GYP COIL requirements- EXISTING GYP CEILING Switchej 1 12 outlet ao 01 Exist _q 1 1 CEILING ELEMENT KEY NEW CROWN— MOLDING (TYP) M TV ON SWIVEL ARM � 1 PROPOSED Exist Monopoint Track flight Track and Track light(s) Pendant Mount Light (D Recessed Can Light (WR=wet rated) Stip Flourescent (4 ft typ., Close, rated where required) Wall Mounted Light Ceiling mounted Light Stop Light on Sensor Smoke Alarm E13 Bathroom Fan Cable TV Jack Phone Jack Duplex Outlet (Ht. or V specified) (Exist.=existing outlet to remain) S Switch (Dim=Dlmmer, 3= 3 way) AND 220 OUTLET N i EXISTING REFLECTED C=:II..ING EIL-ECTRI\rl. PLAIN EXISTING REFLECTED CEIL. / EL EC N 0 T E S CEILING ELEMENT KEY MonopoInt Track light Track and Track llght(s) (D Pendant Mount Light (D Recessed Can Light (WR- rated)) Stip F ou scent (4 ft typ., Closet rated where required) Wall Mounted Light Gelling mounted Light Step Light on Sensor Smoke Alarm 13 Bathroom Fan Cable TV Phone Duplex Outlet (HL or V specified) (Exlst.;;:existing outlet to remain) S Switch (Dim=Dlmmer, 3= 3 way) (N) STUD PACK No ONE PLATE MUST BE CONT. 8: ONE PLATE MAY BE CUT. SEE FRAMING PLANS FOR HEADER SIZE POSTS SPECIFIED ON PLAN INDICATE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS DESIGN CRITERIA: 310 CHRISTIANIA REMODEL JOB #: 0902 Floor Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 pof Floor Dead Load ------------------------------------ 35 p Seismic Design Category ------------------------------- EXEMPT* |BC/1RCEdition ------------------------------------ 2003 * Note: The existing structure is exempt from seismic design requirements per IBC oan. 1614.1.1; The addition to the existing structure does not increase the aeiorniu forces by more than 5%, or decrease the seismic resistance by more than 5%. STRUCTURAL WOOD FRAMING: o. Except where noted othonvioa all 2 nominal lumber, except studs, ahoU be Douglas Fir-Larch #2 and b etter, and oU solid timber baonna and posts 3" nominal and wider ahoU be Douglas Fir #2, b. Studs shall be Stud grade and better Douglas Fir-Larch or Ham Fir. C. Built-up posts ahoU consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 studs per plan and ohoU be nailed together with 2 rows of 16d nails @ G" on center along each stud. d. Built-up beams consisting of multiple 2x members ohoU be nailed together with two rows of 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru-bolts spaced at 24" on oontoc o. Top and bottom plates ahoU be Douglas Fir-Larch or Henn Fir #2 and bettor. t Except as noted otherwise, rninirnunn nailing ahoU be prov on specified in the "Fastening 3ohedu|m" - 2003 IBC Table 2304.9]. g. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company ohoU be used to join rafters, j or beorna to other beorna at flush-framed conditions. Use all specified nails. Connector conditions not otherwise noted ohoU utilize Type U or Type HU hangers of o size specifically designed for the rnornber aupported, as shown in the manufacturer's published tables. Contact structural engineer for details as required. h. All lumber used in construction ahmU have o rnoxirnurn moisture content of 19%. i. Laminated veneer lumber /L\8-\ shall have the following rninirnurn properties: 1. Flexural otpeaa --------------------------- 2600 psi 2. Modulus of elasticity ----------------------- 1.800 psi 3. Tension parallel to grain --------------------- 1850 psi 4. Compression parallel to groin ----------------- 2310 psi 5. Compression perpendicular to groin /poroUm| to glue line) 750 psi O. Horizontal shear - - - - - - - - - - - - - - - - - - - - - - - - - 285 poi 7. Connection of multiple-member beams: A. Top-loaded boorna i\ For nnornbera 12" deep or less, nail each rnenobor to the next with 2 rows of 10d nails at 12" o.c. ' Framing Notes: 1. Interior Load Bearing YVoUa: A. Interior |mod bearing woUm are 2x4 or 2x8 studs /oa indicated on p|un\ @ 10" o.c. with 1/2 gypsum wallboard both sides unless noted othorwian. Cap with o double top plate installed to provide overlapping at corners and at intersections with other partitions. If overlap is not possible, strap top plates with rneto/ strap ties (Simpson ST292 or equivalent). B. Floor members must be aligned to bear within 5 inches of the studs beneath. GENERAL REQUIREMENTS: o. Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor, in the proper sequence, ohoU provide shoring and bracing as may be required during construction to achieve the Mno| completed otrunture. Contact structural engineer for consultation /not in contract) as required. b. Construction practices: General contractor is responsible for rneono, methods, techniques, sequences and procedures for construction of this pro' ct, Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate requirements for mechanical/electrical/plumbing penetrations through structural o|ornente with structural engineer. Joboite safety is the sole responsibility of the contractor. All methods used for construction ahoU be in accordance with the |otoot editions of the |BC C. C. It is the responsibility of the contractor to contact the structural engineer at the appropriate time to perform site observation visits. Observation visits to the ' bnitm by the engineer are for determination of general conformance with the construction documents and ehoU not be construed as i d. Though every effort is made to provide o complete and clear set of construction documents, discrepancies or onnioainno may occur. Rm|ooa* of these drawings anticipates cooperation and continued uornrnunloot|on between 'the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of o qualified contractor experienced i the t ti techniques ond eyozorna depicted. e. Existing structures: Contractor uhoU be responsible for verif dimensions, elevations, framing, foundation and anything e|an that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures ahoU be the responsibility of the contractor. ______ LJ ___ ___ ___ _-_ ----------'-------- � | | / ---- --- ---� ---' --- --- --- | L _-_-__-- __ _- _- --- --- '--- --- ---- --- ---� --- |-� | |�| --- F -------- |� -- -- -- -- -- -- -- -- -- -- -- Tl 1 I X CL /-- -- -- -- '�--� -� -- -' -- -- -- -- -- -- -- --� r�FIE ®RPR ' OVIDE �SO L I �DB L 2/S1). FURTHER STUD PACKING To FOUNDATION IS REQUIRED. �r --- -- '--� — - -- -- | | | -- -- -- -- -- -- -- U -- --' -- -- -- -- -- ^-^- --- '--- �--- --- ---- --- -- � | LL -- -- -- -- -- -- _ �} INTERIOR PARTITION WALLS SHOWN ARE A COMBINATION OF EXISTING > AND NEW - SEE ARCHITECTURAL PLANS FOR LOCATION OF FINAL NINTERIOR PARTITION WALLS - ---� ----| ' '|-- -- y '| | � �� FLOOR FRAMING PLAN PLAN NOTES FOR NEW FRAMING: 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: 2. ALL POSTS ARE LABELED AT THE TOP. 3. (E) REFERS T0 EXISTING CONSTRUCTION / -'---- ---\' /N\ REFERS TO NEW PROV A MINIMUM OF ONE KING STUD, OR AS SPECIFIED ON PLAN TYPICAL WINDOW/DOOR HEADER SCALE: 1 /��'` == 1`--[l" `'~~' `^-^_. . / . . ~ NOTIEWS C --- |� 0 co INDICATES LOCATION OF EXISTING --_ ' LOCATION IS THE ONLY BEARING LINE -- --� -- ACCORDING TO EXISTING STRUCTURAL --- - U DRAWINGS. NO OTHER INTERIOR WALLS --- -- --- --- -- ORIGINAL CONSTRUCTION DRAWINGS. -- - | - ) -- -- --' -- -- BUILT-UP STRESS SKINS FOR ADDED - - -|' STRENGTH ACCORDING TO ORIGINAL � -- -- U - -- �� ---- _� �_ -- -- �- -- - ---� ----| ' '|-- -- y '| | � �� FLOOR FRAMING PLAN PLAN NOTES FOR NEW FRAMING: 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: 2. ALL POSTS ARE LABELED AT THE TOP. 3. (E) REFERS T0 EXISTING CONSTRUCTION / -'---- ---\' /N\ REFERS TO NEW PROV A MINIMUM OF ONE KING STUD, OR AS SPECIFIED ON PLAN TYPICAL WINDOW/DOOR HEADER SCALE: 1 /��'` == 1`--[l" `'~~' `^-^_. . / . . ~ NOTIEWS C 00 0 co co L 00 designed by MTN drawn by MTN checked by TDH issued PERMIT 03Z19/09 REVISED 0413OZ09 sheet S I I JOB #0902-02 LIVING ROOM- 1/2 =1 -0 WEST ELEVATION 1 5/8 TYPE X ( RESILIENT FURRI NNEL CONTINUO MATCHING EXIS TYPE X GYP E ING 3/4'X9" TRIM :*ACE OF GYP 81 THTIC BEAMWORI SOLID OR OUIL' TETIC BEAMWORI ITH MUST ALIGN L CEILING COVE CABINET UPPEF ES (SIZES, AC11i ,E AND SPECIES :RMINED) BACK SPLASH I OR EXISTING 5 E X GYP. WALL BE CONTINUO(OL H SIDES OF BV L NEW 5/8" TYPE X GYP ON RESILIENT FURRING CHANNEL CONTINUOUS I AND MATCHING EXISTING 5/8 TYPE X GYP BD CEILING NEW CABINET UPPERS BASES (SIZES, ACTION, STYLE AND SPECIES T( DETERMINED) NEW OR EXISTING 5/8 TYPE X GYP. WALL SC TO BE CONTINUO]OUD BOTH SIDES OF BEARI WALL KITCHEN— WEST ELEVATION KITC SOUT HIEN— il--1 ELEVATION ON L -iJNG 13D 1/2 1 =1 ) —O =1 —n N I KITCHEN- 'EAST ELEVATION 2 � KITCHEN— SOUTH ELEVATION V z - vi �Cl LIVING ROOM- NORTH ELEVATION 1/2 =1 3093 CHAIR RAIL TO MATCH WAINSCOT AS CROWN MOLD AT TOP OF WALL SIDING REAR WALL OF ENTRY NICHE ONLY TO BE SIDED TO MATCH WAINSCOAT FLUSH FACE SOLID CORE DOOR TO RECIEVE SAME WOOD SIDING AND BASE AS - WAINSCOAT. SIDING ON DOOR TO BE FLUSH WITH WALL SIDING DER W/ ONE TOP PLATE TO ;SEE STRUC.) DUCT FROM NEW D TRAVEL BELOW IUNG AND EXIT XTERIOR WALL RAMING BELOW (LING FINISH \11_, WAINSCOAT, 'E TRIM TO BE !ED TO FILL VOID BY WALL REMOVAL .10 WOOD OR E) LIVING ROOM- ENTRY TO BEE-DRIVIS 1 1--IVINO ROOM- EAST ELEVATION 1 1/2 7 =1 - 0 13 LIVING ROOM- NORTH ELEVATION 1/2 =1 3033 1/2 =, 3_ CORBEL SUPPORTS (T.B.D.) (T.B.D.) BUILT-UP CROWN MOLDING (T.B.D.) Z PLASTER FIN ON GYP SO 7 WOOD BASE (T.B.D.) � AM. BECIRM.- SOUTH ELEV. FAM. BECIRM.- NORTH ELEV. 1 1 /2 f -0 1) 2 , F h A _ WEST ELEV, A M , BECIRM kzl im LAM. BECIRM.- EAST ELEV. 1/2 f =j f_O)l S;yp. SOFFIT FIRESTOP DRYER VENT DUCT PENETRATIONS PER FIRESTOP SCHEDULE CONCEALED FRAME ACCESS DOOR TO HOOK UP AND MONITOR LAUNDRY EQUIPMENT (SEE ARCH SPECS) NEW 5/8 TYPE X GYP - — N I-HR ENCLOSURE WALL BOARD TO BE \ OR CAN LIGHT (SEE CONTINUOUS OVER SOFT IT ARCH SPECIFICATIONS) FRAMING 24" WIDE uTACKED WASHER/ DRYER PL ASTER FIN 6N GYP BD 7 NEW 5/3" TYPE X GYP. WALL BOARD TO BE CONTINUOUS OVER RESInILIENT CHANNELS NEW 5/8 TYPE X GYP WALL BOARD TO BE CONTINUOUS OVER SOFFIT FRAMING NEW STRUCTURAL HEADER TO FIT UNDER SINGLE TOP PLATE (SEE STRUCTURAL ENG) EXHAUST DUCT FROM NEW DRYER TO TRAVEL BELOW I-HR CFIUNG AND EXIT NORTH EXTERIOR WALL BLOCKING TO FILL VOID CREATED BY WALL REMOVAL (1.5 SOLID WOOD OR CONCRETE) VERIFY EXISTING BLOCKING UNDER BEARING WALL ESPECIALLY AN NE COLUMN LOCA'nQNS FAM BEDRM- SOU TH ELEV IN D Ag x CPLE-S. BEDRM.- SOUTH ELEV. 1/2 '==J)-V) CPLS. B r ' NORTH ELEV. 1/2 I=V-oll CPLS. BEDRM.- EAST ELEV. CPLS. BEDRM.- WEST ELEV. NEW 5/8" TYPE X GYP NEW 5/8" TYPE X GYP.•-• 17 NEW 3/4'X9 TRIM APLLIED 'NALL BOARD TO BE WALL BOARD TO BE TO FACE OF GYP BETWEEN CONTINUOUS OVER CONTINUOUS OVER SOFFIT AE BEAMWORK RESITLIENT CHANNELS T F CONTINUOUS OVER NEW 5/8" TYPE X GYP. WALL BOARD TO BE RES CHANN ITLIENT ELS BATH 2- SOUTH ELEVATION 1 /2 =I _ NEW 1--HR ENCLOSURE NEW 5/8" TYPE X GYP. NEW 1-HR ENCLOSURE OVER CAN LIGHT (SEE WALL BOARD TO BE OVER CAN LIGHT (SEE ARCH SPECIFICATIONS) CONTINUOUS OVER ARCH SPECIFICATIONS) 71 RESITLIENT CHANNELS PLASTER FIN ON GYP BD 7 BATH 2- WEST ELEVATION 11/2 1=17_011 NEW 5/8 TYPE X GYP NEW 5/8" TYPE X GYP.— WALL BOARD TO BE WALL BOARD TO BE CONTINUOUS OVER CONTINUOUS OVER SOFFIT RESITLIENT CHANNELS FRAMING PLASTER I'll ON GYP SO a EXHAUST DUCT FROM NEW DRYER TO TRAVEL BELOW 1-HR CEILING AND EXIT NORTH EXTERIOR WALL EXISTING WATER SUPPLY PIPES TO BE RE-ROUTED INTO BEARING WALL STUD DAY ABOVE FINISH FLOOR OF BATH AND RETURED IN SOFFIT- FIRESTOP PENETRATIONS PER FIRESTOP SCHEDULE VANITY BACK AND BOTTOM PLATFORM TO BE ALTERED TO ALLOW PIPE RE- ROUTING NEW OR EXISTING 5/8 TYPE X GYP. WALL BOARD TO BE CONTINUOIOUD OVER BOTH SIDES OF BEARING WALL 1 � 1 3 3 Z PLASTER FIN ON GYP 13D 7 Iff ei Z TILE (TEID) m BATH 2--, NORTH ELEVATION 1/2 ) 1_ NEW 5/8 TYPE X GYP. WALL BOARD TO BE CONTINUOUS OVER SOFFIT FRAMING EXHAUST DUCT FROM NEW DRYER TO TRAVEL ABOVE 1 -HR CEILING AND EXIT NORTH EXTERIOR WALL EXHAUST DUCT FROM NEW BATHROOM FAN WITH 1 -HR DAMPER TO TRAVEL ABOVE 1 -HR CEILING TO NORTH EXTERIOR WALL TEMPERED GLASS SHOWER ENCLOSURE (TRADITIONAL FRAME OPTION SHOWN, EURO OPTIONAL) SHOWER BENCH (FACE OF BENCH AND SHOWER PAN TO BE TILED) NEW OR EXISTING 5/8 TYPE X GYP. WALL BOARD TO BE CONTINUCIOUD OVER IN BOTH SIDES OF BEARING WALL /8" TYPE X GYP [OARD TO BE UOUS OVER _NT CHANNELS NEW 5/8 TYPE X GYP. WALLBOARD TO BE CONTINUOUS OVER RESITLIENT CHANNELS NEW 4 1-HR ENCLOSURE NEW 5/8 TYPE X GYP. WALL BOARD TO BE ARCH SPECIFICATIONS) CONTINUOUS OVER SOFFIT OVER CAN LIGHT (SEE FRAMING EXHAUST DUCT FROM NEW DRYER TO TRAVEL ABOVE I-HR CEILING AND EXIT NORTH EXTERIOR WALL NEW BATHROOM FAN 'MTH 1 -HR DAMPER EXHAUST DUCT FROM NEW 41 TO TRAVEL ABOVE Z NEW 1-HR CEILING SOFFIT TO PLASTER FIN DRYER TO TRAVEL ABOVE ON EXISTING DUC7WGRK OUTSIDE UNIT 310) 1-HR CEILING AND EXIT NORTH EXTERIOR WALL EXHAUST DUCT FROM NEW BATHROOM FAN WITH 1-HR FAD!TIOINIAL DAMPER AT LOUVER TO TRAVEL ABOVE NEW 1 -HR Z— CEILING/SOFFIT TO CONNECT PLASTER FIN ON GYP SO 7 TO EXISTING DUCTWORK OUTSIDE UNIT' 310 At BATH 2- SOUTH ELEVATION 1 /2 =I _ NEW 1--HR ENCLOSURE NEW 5/8" TYPE X GYP. NEW 1-HR ENCLOSURE OVER CAN LIGHT (SEE WALL BOARD TO BE OVER CAN LIGHT (SEE ARCH SPECIFICATIONS) CONTINUOUS OVER ARCH SPECIFICATIONS) 71 RESITLIENT CHANNELS PLASTER FIN ON GYP BD 7 BATH 2- WEST ELEVATION 11/2 1=17_011 NEW 5/8 TYPE X GYP NEW 5/8" TYPE X GYP.— WALL BOARD TO BE WALL BOARD TO BE CONTINUOUS OVER CONTINUOUS OVER SOFFIT RESITLIENT CHANNELS FRAMING PLASTER I'll ON GYP SO a EXHAUST DUCT FROM NEW DRYER TO TRAVEL BELOW 1-HR CEILING AND EXIT NORTH EXTERIOR WALL EXISTING WATER SUPPLY PIPES TO BE RE-ROUTED INTO BEARING WALL STUD DAY ABOVE FINISH FLOOR OF BATH AND RETURED IN SOFFIT- FIRESTOP PENETRATIONS PER FIRESTOP SCHEDULE VANITY BACK AND BOTTOM PLATFORM TO BE ALTERED TO ALLOW PIPE RE- ROUTING NEW OR EXISTING 5/8 TYPE X GYP. WALL BOARD TO BE CONTINUOIOUD OVER BOTH SIDES OF BEARING WALL 1 � 1 3 3 Z PLASTER FIN ON GYP 13D 7 Iff ei Z TILE (TEID) m BATH 2--, NORTH ELEVATION 1/2 ) 1_ NEW 5/8 TYPE X GYP. WALL BOARD TO BE CONTINUOUS OVER SOFFIT FRAMING EXHAUST DUCT FROM NEW DRYER TO TRAVEL ABOVE 1 -HR CEILING AND EXIT NORTH EXTERIOR WALL EXHAUST DUCT FROM NEW BATHROOM FAN WITH 1 -HR DAMPER TO TRAVEL ABOVE 1 -HR CEILING TO NORTH EXTERIOR WALL TEMPERED GLASS SHOWER ENCLOSURE (TRADITIONAL FRAME OPTION SHOWN, EURO OPTIONAL) SHOWER BENCH (FACE OF BENCH AND SHOWER PAN TO BE TILED) NEW OR EXISTING 5/8 TYPE X GYP. WALL BOARD TO BE CONTINUCIOUD OVER IN BOTH SIDES OF BEARING WALL /8" TYPE X GYP [OARD TO BE UOUS OVER _NT CHANNELS NEW 5/8 TYPE X GYP. WALLBOARD TO BE CONTINUOUS OVER RESITLIENT CHANNELS NEW 4 1-HR ENCLOSURE NEW 5/8 TYPE X GYP. WALL BOARD TO BE ARCH SPECIFICATIONS) CONTINUOUS OVER SOFFIT OVER CAN LIGHT (SEE FRAMING EXHAUST DUCT FROM NEW DRYER TO TRAVEL ABOVE I-HR CEILING AND EXIT NORTH EXTERIOR WALL BATH I - EA S ELEVATION 1/2 1-0); BATH 1- SOUTH- TOILET RM m BATH 1- SOUTH ELEVATION ) = I 1 11 1/2 1 0 BATH 1- WEST ELEVATION 1/2 =1 0 71 BATH I- NORTH ELEVATION 1/2 ) == I ),- 0)) NEW BATHROOM FAN 'MTH 1 -HR DAMPER AT LOUVER. (DUCT 41 TO TRAVEL ABOVE Z NEW 1-HR CEILING SOFFIT TO PLASTER FIN CONNECT TO ON EXISTING DUC7WGRK OUTSIDE UNIT 310) BATH I - EA S ELEVATION 1/2 1-0); BATH 1- SOUTH- TOILET RM m BATH 1- SOUTH ELEVATION ) = I 1 11 1/2 1 0 BATH 1- WEST ELEVATION 1/2 =1 0 71 BATH I- NORTH ELEVATION 1/2 ) == I ),- 0)) IEW 5/8 TYPE X GYP. NEW 1—HR ENCLOSURE NEW 5/8 TYPE X GYP. OPTIONAL SOFFIT IF REQUIRED VALL BOARD TO BE OVER CAN LIGHT (SEE WALL BOARD TO BE BY HVAC OR LIGHTING (FACE '.ON'nNUOU$ OVER ARCH SPECIFICATIONS) CONTINUOUS OVER SOFFIT TO ALIGN WITH FACE OF WALL !ESITLIENT C';IANNELS FRAMING ADJACENT TO FRONT OF SINK POWDER- SOUTH ELEVATION 1/2 ==I'-O -11" Z TILE (TBD) 7 ZILASTER FIN. ON GYP BD 2 2*-6" 7'-10P POWDER- WEST ELEVATION 1 /2 3 ==l I UA PLASTER FIN' ON GYPBD 7 POWDER- NORTH ELEVATION 1 //21 =1 1 -0 )1 POWDER- EAST ELEVATION F Ratings ' 1 and 2 Hr (See Item 1) T Rating -1/4Mr L Ratings A1 Amb - Less Than 1CFM/sqft � 1. Floor-Ceiling Assembly ' The i hr fire-rated solid or trussed lurnber joist Floor-Ceiling assembly Shall be constructed of the materials and in 'the mariner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory, as summarized below: A. Flooring Systern - Lum ber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* eo specif in the individual Floor-Ceiling Design, Max diumwf floor opening im44/2 in. (114mn). B. Joists - Nom 10 in. (254 rrm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging ao required and with ends fimstopped. C, Gypsum Board* - Nom 4 it (1 .2 m) wide by 518 (16 mm) thick wallboard direct attached to joists or screw- to furring channels aa specified in the individual F|oopCaUirgDesign. 2 Chase Wall - (Optional) - The through penetrant (Item 3) may be routed through a 1 hr fire-rated single, double or staggered wood stud/gypsum wallboard chase wall constructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs I n 'the UL Fire Resistance Directory and shall include the following construction features: A, Studs -Nom2byG in. (61by152 mm) nr double nom 2by4 in. (51by1O2 mm) lumber Studs. B Sole P|eba' Wmm2 by |n. (51 by 152 mm) or parallel 2by4 in, (51 by 102 mm) lumber plates, tightly butted. C Top Piotm- The double top plate whaU consist of two nom 2by8 in. (S1 by152 mm) or two sets of parallel 2by4 in. (51 by 102 mm) (umber plates, tightly butted. Max diunnnfopening is 4-1/2 in. (114 mm). D. Gypsum Board* - Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design, 3. Through Penetrants - One metallic pipe, conduit or tubing to be installed within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of floor assembly. The annular space within 'the firestop system shall be min 0 in. (point contact) to max 1 {n, (26 mm). The following types and sizes nf metallic pipes orconduits may be used: A. Steel Pipe - Nom 2 in. (76 mm) dimm (or smaller) Schedule 1O (or heavier) steel pipe. B. Conduit - Nom 3 in. (76 min) diarn (or smaller) steel electrical metallic tubing or steel conduit. C. Iron Pipe - Nom 3 in. (78 mm) diom (or smaller) cast or ductile iron pipe. D. Copper Tubing - Nom 3 in. (76 mm) diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe - Nom 3 in. (76 mm) diam (or smaller) Regular (or heavier) copper pipe. The T Rat is I Hr for penetrants A, B and C. The T Rat is 314 Hr for penetrants D and E. 4. Fill, Vo or Cavity Material" -Sealant -Min 3/4 in. (19 mm) thickness of fill material applied with the annulus, flush with top surface of floor or sole plate. Min 518 in. (16 mm) thickness of fill material also applied within the annulus of the ceiling or top plate, flush with bottom surface of ceiling or lower top plate. Min 3/8 in. (10 mrn) diam bead of fill material applied at point contact location on top Surface of floor or sole plate and on bottom surface of gypsum board ceiling or lower top plate. SPECIFIED TECHNOLOGIES |WC'SpecSea| Series GSG Sealant orSpec3eaiLC|Sealant *Bearing the UL Classification Mark Reproduced courtesy of Underwriters Laboratories, Inc. ��r��l� Created -~w�- Revised: January F-C'1018 �� @ � (aO�nVo-1,o0~�ONnu8o0oO°pAxpmNz31-uwo#E-wao�ds �e�@ginmsmw.nom°weu�m mww.sUfiemmp.nom PAGE 1op2 GA FILE NO. PC 5116 WOOD JOISTS, GYPSUM WALLBOARD, RESILIENT CHANNELS, GLASS FIBER INSULATION One layer sla" pfoprietary type X gypsum wallboard or gypsurn veneer base applied at right angles to resilient furring channels 24" o.c. with V Type S drywall screws 12" o.c. Gypsum board end joints located midway between continuous channels and attached to additional pieces of channel 54" iong wit!) screws at 12" o,c. Resilient furring channels applied at right angles 'to 2 x 10 wood joists 16" 0 c. will) 1 Type VV drywall screws. Wood joists supporting ti,lil" interior plywood wilt) exterior glue suufloor and 1 perlite- sand concrete reinforced with No. 19 SWG ga'vanized hexagonal wire mesh. 3" glass fiber insulation 0.90 pcf in joist space stapled to subfloor, PROPRIETARY GYPSUM BOARD American Gypsum Company 5 /a" Fire6loc@Type C 6PB America !no, 5 1s" ProRoc0fk Type C Gypsum Panels BPB Canada Inc. Sh�" ProRo& Type C Gypsum Panels Lafarge North America Inc, 5 1C Firechet;W Type C National Gypsum Conipany 5 /8" Gold 3ond,6) Brand FIRE-SHIELD C ' � Gypsum Wallboard PASCO Gypsum 51*" uper Temp!e-Inlano Forest Products Corporatio 4. Approx. Ceiling Weight 2psf Fire Test: UL R3453-7, 5-1'70: 356 HANSON RANCH RD NO. E Based wULR3660-7, -8. VAIL, COLORADO 11'12'87: R2717-61. 8,18-87: KARL KRUEGER/ARCHITECT Based onuLR7094, � 90Nm10635.10-2480- 0 Based on uLnn/*Z � 88wK22591, 10-6-88: � � UL Design L5 Sound Test- xnL Lz2*-28-65n-3o-65 w (r*c&p) 15-1-09 KAL L 224-27-65 3-30-65 Specification Data Panasonic Radiation Damper for Ventilation Fan \«� r Description Radiation (tamper shall be assembied with EN[-',R W SI'AR ralod mcchanic.al ventilating farts. Dan-rper shall be Ul, and cLI listed for 'I'-bar ceiling Installation and exceed UL 555C lor use ol 3-hot r fire rated 1100or/cefling or i wood frame floor/ceiling an(] roolf/ceilinga , eniblies. Damper sholl excced National Fire. Protertion Agency NFPA-90A. * Ul listed arid exet-eds Ul, 555C for itse in a 1. 2. or 3 I fire-rat vs ntodets 50-1,50 6n. ex"Ids I- rig �nd ,it Ill I fl ^ |85 degree Fahre (ummc|/nx. • osbwma. re.ioforced Uuex txumal fabric. • Galvanized steel G s "Y'o"y with Panasonic ENERGY STAR models: lo .. ^~,°. • rv�nvr � - -�`/ • rv'08vr2 VN��Vey~ -��/// • pv'\IvPo ' ' -'' "/ • rv'o8vx3} C mr� ^ Radiation Damper <� � ' u� � 356 HANSON RANCH RD NO. E , VAIL, COLORADO KARL KRUEGER/ARCHITECT ' � 970-748-1504 0 � � � � m F w E 15-1-09 & m <� � ' � 356 HANSON RANCH RD NO. E A301 VAIL, COLORADO KARL KRUEGER/ARCHITECT ' � 970-748-1504 0 � � � � m � w E 15-1-09 & m � � � o ' ^!' �5 > E 4 T) � � B 0 . � `Z: Z3 U � `o � `� [i � m m m m CL `� b � c cu Zi IV � � � � ^ > � �z Z ` � CD f e ) t o in � ko �D LL to to � [J � � 0- LL f ^ ^ U E "- u '2 2 .1Z 0 � CT - l5 [� (1) c u �� c � m co � � �� j� (z o � 356 HANSON RANCH RD NO. E A301 VAIL, COLORADO KARL KRUEGER/ARCHITECT PO BOX 8332, AVON CO 81620 � 970-748-1504 ^ � � � � m � w o � 356 HANSON RANCH RD NO. E A301 VAIL, COLORADO KARL KRUEGER/ARCHITECT PO BOX 8332, AVON CO 81620 � 970-748-1504 ^ PERNAIT � � m SET 15-1-09 & � � � o �5 � > E 4 T) � B > U ,6 CL 2i - c cu � � � ^ LU M LI. V) ` CD f e ) t o � ko �D c" � [J � 0- LL ^ ^ UNIT 310—INTERIOR REMODEL 356 HANSON RANCH RD NO. E A301 VAIL, COLORADO KARL KRUEGER/ARCHITECT PO BOX 8332, AVON CO 81620 970-748-1504 PG 11 OF 11 PERNAIT SET 15-1-09 Section A-A SeCtioOA~A A