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A D J A C E N T 29'-4�" EXISTING (V I F)
U N I T 12'-34„ 2,_52„ �4'-73>,
SCC�PE �� �E111�ODEL/
°r EXISTING WALL WHERE PROJECT �ESCRIPTIQN
(UNCHANGED) OCCURS(VERIFY LOCATION) EXISTING WINDOW 4
TO REMAIN EXISTING WINDOWS A2. �
�, TO REMAIN
" THE REMODEL OF UNITS 245 AND 343 (ONE OWNER, UNITS
EXISTING MECHANICAL PREVIQUSLY CONNECTED) SHOWN HEREIN DOES NOT CRcATE
AND/OR FIREPLACE CHASE ❑ ❑ ANY ADDITION4L LIVING ARE NOR INCREASE THE NUMBER OF
TO REMAIN NEW BUILT-I��CABINETS
� � AND DRAWERS(FLR TO O P E N A D J A C E N T BEDRO�ONiS OR BATHROOMS THIS REMODEL WILL PRIMARILY
LOCKABLE OWNERS i � i i APPROX 8'-s"+/-A F F) T O U N I T INVOLVE INTERIOR RENOVATIONS, INCLUDING NEW FINISHES AND
CLOSET TO REMAIN C L� b S � � � B E L O W (UNCHANGED) � � � � °� � � FIXTURES AND SON1� NEW PARTIYION WALLS INTERIOR
� EXISTING F P CHASE
i i 266$ ,' TO REMAIN NEW SLIDIr1G 1 2 STRUCTURAL ELEMENTS WILL BE ALTERED ON THE MAIN LEVEL
BEDROO 1 /�
' ' ' �' NEW BUILT-IN CABINETS / PATIO DOOR 4 4 � _ (SEE STRUCTURAL ENGINEERING DRAWINGS) AN EXISTING
NEW BUILT-IN DEEP i i '� NEW SHU ER W/ AND DRAWERS(FLR TO NEW STEEL�� � 1 All construction work is to be conducted in accordance�nrith Town of Vail regulations, the 8 All plurr,bing fixture locations have beer� altered to some degree All plumbing fixtures��vill 1NOOD8URPVIN� FIREPLACE ON THE LOWER LEVEL WILL BE
STORAGE SHELVES FOR i �_` FOLDING ENCH& APPROX 8�-s��+/-A F F) A2• � Building Codes in force, and any Construction Guidelines For Unit Rerr2odels provided by any use existing drain lines ecept the following A relocatad bathroom (Bunk Bath on Lower Level) has RE1,i0`JEa AN EXlSTING WOODSURNING FIREPLACE ON THE MAIN
CAMPING AND � � � TEMPERE EURO GUARDRAIL W/
MOUNTAINEERING � � �� ING BED ��ass su ROUND OPTIONAL woo�ToP NEW BUMP-OUT TO EXPRESS Lodge of Vail Apartments Owners Associat�on or the Lodge af Vail as a whole All work shall be been shown to be added to an area where piumbing drains and vents appear not to be ciose by LEVEL WlL� BE ABANDOfVED AND SEALED ONE EXTERIOR
EQUIPMENT � � s a � � i M�DICINE CABINET AND 9/4��STEEL BUILT-IN CABINETRY!N conducted in a workm�niike mann�r The Contractor is r�s onsible for obtainm ali erm�ts and O:her bathroom's f�xture locations have only been altered by inches The contractor shall WINDOW WILL BE REPLACED WITH A NEWLY SIZED WINDOW AND
DBL-HT SPACE P 9 P
i i 2 6 \�� BATH REDUCED IN i i 5'-0�� PICKETS a rovals and workin witht the Lod e of Vaii to m�nimize im act of construction on the irnrestigate the feasibility of the n�wly located bathroom immediatly on d�molitian and EXTERIOR REPAIRED TO MATCH A NCW GAS FIREPLACE WILL BE
i � _,\\ � �,� �� WIDTH BY 6°FROM � i NEW TRANSOM WINDOW �p g g p advise the Architect immediatl if the bathroom cannot be accomodated where shown or INSTALLED ON THE MAIN LEVEL lNiTH A FLUE THAT SHALL T�ZAV�L
EXISTING&FIXTUR 5� 8 ABOVE WARDROBE CABINETS surrounding building The contractor is resFonible for�ob safety and secunng unit during remodel Y
� what effect accomodating a dra�nlvent etc. ma� have on the designed room arrangements. THROUGH THE �.OFT LEJEL TO E..IT ABOVE THE EXISTING RDOF
\�� 11 W LOCATIONS ; i ------------- --- - Ifbathroom cannot be accomodated where sho�nrn the de�i n of the remode! ma need to THE FQLLOWING GENERAL FINISH CHANGES APPLY TO THIS UNIT
a ADJUSTED THUS 2 No detailed Construction Drawings or As-built drawings were avadable for reference in the 9 Y
� � a O NEW FLUE ENCLOSURE dssi�n of this remodel The contractor shall verify all structural layout assumptions, and be changed significantly.
� 286$ W U ------ --- - FOR NEW GAS FIREPLACE � surroundinq lvall construction and venfy that existing plumbin changes will be feasible durinq the 1 ALL PLUMBING FiXTURES, APPLIANCES, BASE, DOORS,
F 2668 0 o VENT FROM BELOW -
� -- --- --- -- � 9 Electrical fixture locations and wiring have changed substantially and the new load has CASEWORK AND CABINETRY TO BE REPLACED
(CENTER IN FALSE DOOR � peri�d of dernolition prsor to commencinq reconstruction Proceed with caution in demolishing
_, PANEL OF WARDROBE, 1 FT � any existing walls- remaving drywall and any other finishs pr�or to remov�ng framing Notify been analyzed by an Electrical Engineering consultant with respect to the existeng panel(s) 2 UNALTERED EXISTING FRAMED PARTITIONS TO RECEIVE NEW
N EW WALL I TILE �`. ° i 6 8 NEW 2�-o��x5�-o° NEW BUILT-IN SAC�FROM FACE OF � Architect and Structural Engineer as soon as walls, ceilings and floor structure have been exposed capacity Contractor to confirm, new panel location and outlet and switch location with Architect �JNIFYING �YP BD IViUD FINISH OR PLASTER FINISH (T B D )
NEW HIGH CARPE 6 $ � M , 3„ 2 6 VANITY WARDR BE WARDROBE) ,� 3 ALL EXISTI�VG FLCaRING MATERIALS AI�D BATHROOM FLOOr�
CO N ST. FURRED-OUT WALL � 2 � �,�- 5—�4 CARPET CABINET Y w For rev�ew of actual structure and wall assemblies and Owner prior to electrical rough installation and drywall installation and cover plate color prior
FROM B O � NEW SI 5 ' � T ILE NEW � M��- to installation of cover plates AND WALL TILE SHALL BE RE�LACEQ
ADJACENT SOFFIT I TUB AN ; I�I. B A T H UNDERM uNT 2 ' 3 Dimensions are from face of existing g�•p bd or or from face of new gyp bd unless
TYP.(SOLI D) `` TO RO G I TOILET $ 3, 6 O 2�_8�� �' � 3�-o��x5�-o�� 4 3.L�, 2 A2. 1 N utherwese noted Contractor to field verif all dimensions nor to construction and noti Architect 1Q Baseboard Heating layout and location shall remain largely unchanged in rooms that have P � Q J � (; � I fV F � R f!� /� T 1 � f�
� N SOAKING ug y p � been minimall altered but ma re uire minor alteration in such rooms Other areas of the
N ON-RATED Z S T D Y � NEW 2x4 FURRING V'JALL of discrepancies Do not scale drawings Y Y q
� � WITH 1/2°PLY AND ,;,,� remodel will require ma�or 21teration of the location of beseboard heating Refer to mechanical ADDRESS UNITS 245 & 343
U N LESS X � � ^�, 3.4 M A T E R FINISHED CABINET `'�, 4 Size of Doors to be installed is noted on lans at a roximate area of door threshhold engineering drawings for tl�e design of the remcdeled heating system elements Contractor to (ONE OWNER, PREVIOUSLY CONNECTED UNITS
w B A T H 10 ° i MATERIAL AT FACE(TOP i� p pp �
I ;r, B E D R O C� M pF FURRING TO REClEVE '- Rough openong of doors shall be centered in �valls or(3) 2x4 widths from ad�acent wall framing coordinate aesthetic covering of existing baseboards with baseboard system in compliance with LODGE AT VAIL APARTMENTS
OTH E RW I S E � � 3�3 � UP-LIGHT CO�lE DETAIL) Doar th�ckness, �tyle and hardware to be determioned at a later date as part of finish schsdules building codes 174 E MEADOW DRIVE
N OTE D ��SLEEPER 1 - KING B� Exterior Win�+ows and doors are existing and will remain unchanged in appearance at the VAIL, COLORADO
SOFA(KING NEW SOFf�IT OVER wo o sT �R 5' 5-'•" - 3 extenoEr unless othenrrise noted 11 Exterior walls will remain almost wholey unaltered if extenor walls need to be altered,
READING/�OMPUT��t ` CARPE 2
AREA TO LIGN WITH 2868 A2. � Contractor is res onsible for re Gir of extenor wall structure, insulation, building wrap, flashing PARCEL NO UNIT 245 2101-082-21-028
� DN NEW BUILT-IN ❑ p p�
HEIGHT O EXI�TING N w T ILE WARDROBE 5 Areas of�xistir�g construction to be d�sturbed shall be tested for asbestos and abated per and vapor retarder to match existing or to be compatible with existing UNIT 343 2101-083-21-045
� SOFFIT � CABINETRY
L _ _ _ _ J 2, 92„ _ Calorado Statues and OSHA requirements if necessary and any other requirements required for
'��JST EXIST STAIR CONST `�� such work Th�Architect is not respans�ble for identifymg, ordering any tests for, or administrating 12 Contractor to provide all necessary blocking in walls and ceilings for fixtures, cabinetry etc UNIT STATS EXISTING PROPOSED
\ TO REMAIN (WIDENED 8 S `� __ ___ ___ __ ___ any remediation of asbestos UNIT = 2,326 SQ FT UNIT= 2,326 SQ FT �
W.D. � 3��+i-) � 2 s `� 1� Bearing walls, some ceilings, exterior walls and walls separat�ng unit from other units or BEDROOMS-4 BEDROOMS-4 �
- - - --- --- -- 2468 �� z � H�___H �___ _�� BATHS-5 BATHS-5
H A L L / S T A I R � 6 Installation of any f�re �prenikler system and/or alarms and integration witn existing common property shall utilize 5/8" Type X Gyp Bd �vhere new or altered assemblies are require to
sprinkler and/or alrams shall be coordinated by remodel Contractor Alarm and sprinkler systems m�intain 1-hr rated construction Existing concrete floor shall be repaired with concrete/grout and
NEW BUILT-IN UPPER RE-LOCATED EXIST PROVIDE DRAIN PAN AND DRAIN 3, ALL BEIINEEN ADJACENT THERE ARE INDICATIONS OF A STEEL shall remain functional unless otherwise p�rm�tted uy the Town of�1ail permittmg official and or
al penetrations fireblocked as required See page A4.1 for proposed UL and GA iistings for BUILDING USE RESIDENTIAL TOWNHOUSE/CONDO
SHELVES ABOVE AND WASHER/DRYER(VERIFY FOR EMERGENCY OVERFLOW 4-�8 UNITS TO REMAIN UNALTERE CABLE FROM ROOF RAFTER THAT F�re offec�al All firesprinkler and alarm drau�ings and s�ec�fications to be provided by others �N3�I COIISt, floor/ceil const, �nd can light protection notes. QCCUPAN�Y R-2
BESIDE DESK(SEE INT PLUMBING REQ'S) OR LEAKAGE NE1h/1 25"DIA (1-HR RATING REQUIRED) MAY SUPPORT FLOOR OF LOFT IN
ELEV) 716" 1'-14 HANDRAIL ON WALL 5 THIS AREA PROCEED WITH CAUTION 1� A new gas appliance fireplace has been added to the Proposed iVlam Level Plan
7 The addition off new air condid�tion�ng devises in 2-4 locations in the un�t is currentiv beinq CONST TYPE VA
NEW 4�-0��+/_WIDE 10'-916" 13'-62" 3s°ABOVE NOSING � ���_97�. AND CONTACT ARCHITECT AND researched for future perm�t ammendment Where air conditioning units may be proposed that Contractor shall verify the feasability of providing a gas line to the new fireplace (as well as to a
BUILT-IN DESK FOR STRUC ENG IMMEDIATLY UPON
n t v i th kitchen and verif the feasabilit af directin the ventin for the
ro osed as ove !s o e n e
COMPUTER USE(SEE INT , „ REMOVAL OF FINISH MRTERIALS FCR affect the exterior appearance of the building, the contractor shall cocrdinate�vith the Architect to p p 9 ) y y g g EXIST CQNST 4-STORY WITH BASENIENT LEVEL PARKING
ELEV) 38-3 EXISTING (V I F) REVIEW produce a de�;gn ofi an an enclosure that can be subm�ttzd to the design review authorities of the fireplace through the Loft Level and locating the termination of the flue on the roof priar to begining PRE-CAST CONCRETE FLOORS (LEVELS 1-3)
A D J A C E N T U N I T homeowners assoceation and Towvn of Vad permited work and/or commencing demolition activities CONC FOUND W/GMU STAIR& ELEV SHAFTS
(UNCHANGED) INT CMU BEARiNG WALLS TO BREAK FLOOR SPAN
WOOD FRAMED LOFT FLOOR
P R O P O S E D U P P E R L E �� C L P L A iV (LOFT LEVEL) � STEEL A D WOODOTUD WALLS (VER FOjlD BEAMS)
1/4" = 1 '-0" 850 Sq ft q. BUILDING CODE isc Zo�s
�" A2. � FIRE SUPPRFSS EXISTING SPRINKLER HEADS IN UNIT TO REMAIN
A2. � B A L C O N Y--� B A ! C O N Y V`d�HERE ROOM GOfVFIGURATIONS ARE UNCHANGED
,., EXISTING WALL WHERE (UNCHANGED) IUNCHANGED) SPRINKLER SYSTEM TO BE ALTERED WHERE
R�OMS ARE ALTERED PER LICENSED FIRE
� A D J A C E N T OCCURS(VERIFY LOCATION) � VERIFY DESIRED OUT-SWING SUPPRESSION DESIGNER/INSTALLER
U N I T DOOR OPERATION (INTERIOR
� 1�� CHIfV11NEY CHASE FRQM ' 5�� SUBFLOOR AND EXISTING
�` UNCHANGED 31 -02 EXISTING (V I F) EXISTING LOWER AWNING 27 -7g EXISTING (V I F)
� � UNIT 143 BELOW MUST BE EXTERIOR DECK SURFACE ARE OWNER SID AND RUTH LAPIDUS
WINDOWS TO REMAIN AND TO AT SAME ELEVATION) 23 DELEVON LANE
ACCOMODATED THIS 3» > 7�,
' " 11�-4��� 2�-83�� 4��� 14�-43+� RECIEVE MOTORIZED SPACE SHOWN MAYOR 1 �-1 lq ]" 11 -Og
2-3 4 4 8 8 OPENING DEVISES PER HARRISON, NY 10528
EXISTING FLUE FROM , OWNER REQUEST MAY hOT BE ADEQUATE , 21�-878-0605
FIREPLACES BELOW TO NEW 15' STOVE/OVEN WITH VERI WINDOW EXISTING CMU MASONRY FOR 1r�1HAT IS LIKELY 5-6 EXISTING SLIDING
REMAIN(UNKNOWN UPPER DECORATIVE HOOD LOCATI N AND MASS TO REMAIN UNTILL 2 ���� VERIFY DESIRED OUT-SWING DOOR MASOPJRY/FLUE TlLE GLASS DOOR TO 2
CABINET (GAS OR ELEC TBD) SIZE W CABINET FURTHER NOTICE 4 �� OPERATION (INTERIOR SUBFLOOR A�vD CGNSTRUCTlCN OPTIONAL STORAGE REMAIN 4 OWNER'S REP CHARLEY VIOLA
CONSTRUCTION V I F) ABOVE LOCATI N ETC i EXISTING EXTERIOR DECK SURFACE ARE AT NICHE IF THERE IS i
,' SAME ELEVATION) ADEQUATE SPACE � LODGE AT VAIL APARTMENTS
970-754-7814
5�, ��
'-,.� ��'1� - I I �
i � I ! _ _ _ T ___� �__ � , „ i ARCHITECT KARL KRUEGER/ARCHITECT
4-0 V, F ATTN KARL KRUEGER
NEW 15"UPPER � � �'N "' NEW D RATIVE URRING ALL N
A D J A G E N T i � OUTLINE OF EXISTING � APPROXIMATE LINE OF
UP TO F E O YP CEILI G ON < PO BOX 8332 AVON CO 81620
CABINETS ABOVE I � 2 -�3� EXIST WOOD FUEL MAIN LI I C LEVEL 7'-Q"+/_) U N I T `-� � - � \ FIREPLACE TO BE X FACE OF GYP BD ON g70-748-1504
_ J__ _ REMOVED � EXISTING WINDOW INTERIOR WALL OF
" I I K;I T H � N 3 FIREPLACE TO REM IN (UNCHANGED) � � �� o TO REM LIVING/DIf�ING AREAABOVE
NEW FIXTURE i 3 (ABABDONED AND -� ( FIN-TUBE HEAT �° � i CARPET w
GEN CONT S R E BUILDERS INC
D.�IV. I 6' � �REGISTERS MAY NEED \ ��� T�`E 6 8 ^ �
LOCATION I 2 4 SEALED BY � � TO BE MOUNTEJ ON ���, a
'��° (VERIFY ACCESS I � - �-- ---� 3 3 CONTRACTOR) L I V I N G 3 _ 1 � , ` 2 6 � 1 ATTN SARA WYSCARVER
'�` i TO PLUMBING � i 5 4 2 � 70P OF BOXED-OUT , -�� � P O BOX 6376 VAIL,CO 81657
^ � NEW -HR PR o - z �,�,
� 970-845-6359
6 BUNKRO M BE ROOIy�I 2 �
L1NES TO � � o � 3 3 _ 1 2 � DRAIPJ LINES FROM P!EW � 0 1 2 A2. �
° EXISTING PARTITION BEAR NG WAL S AND i �,, N
GARAGE LEVEL) � o WALLS AND BEAMS NEW 36° 3 TV 4 4 � BATHRQOM UNLESS � � 4 4
I NEW COLUM COLUMNS SEE 1/A4 1
� SEE STRUC WIDE RE TRUC 3 OTHER DRAIN ROUTE
NEW 36"HIGH � ) TO BE REMOVED CTR-DEPT NEw OR EX�ST�NG GAN BE FOUND - SEE ELEVATIONS FOR
COUNTERS ON i - �� REFRIG EXISTI G PARTITIO COLUMN(RE � U � K _ STRUCT E{VG MONROE �& NEWELL ENGINEERING
BASE CABINETS I I I � � WALL AND COLUMN TC STRUC) I � 2
4
12'-24» 2�_62�. �4'-74,� A2. �
� EXISTING WINDOW EXISTING CLOSET DOOR
TO REMAIN TO BE REMOVED
. i
� 1 � � ^
❑ \ I I
EXISTING WASHER AND � I I EXISTING WINDOW
DRYER TO BE RELOCATED i i � \� � � TO REMAIN
�� I I ISTING
(SEE PROPOSED UPPER � � � � � BALCONY '
LEVEL PLAN FOR C Lr � S �� EXISTING DOORS AND EXISTING p E PROJECTION
LOCATION) / AND RAILING TO ���.,
FRAMES TO BE FIREPLACE FLUE
I i � BE REMOVED i
� � _ �_` REPLACED FOR SINGLE �
EXIST�NG SINK,CABINET, � � � B E D R O O FIREPLACE ON �- � EXISTING �
AND PLUMBING WALL i j �� MAIN LEVEL A2. �
� RENCH DOOR
REMOVED � � �� E REMOVED
I I � EXISTING SINK AND VAINITY
I I COUNTER TOP TO BE AND CYCLED
, I I _ REMOVE�7
�\
�
�
� EXISTING PLUMBING WALL o �
b� W p �� TO BE RELOCATED �
n
o � i�
N �� \�� EXISTING WALL TO BE
�� � RE-BUILT WITH NEW GLAZING
_ �' ��,_ AND BLIDING DOOR
EXISTING SINK,CABINETS, \� �\ � � EXISTING SINK,CAEINETS, ❑ "'�i�
SHOWER ENCLOSURE AND � SHOWER ENCLOSU�E AND ^
TOILET TO BE REMOVED AND � TOILET TO E REMOVED AND �"
RECYCLED RECYCLED
_ � � _ 2
0
S U D Y M. B A H A2. 1
� � M STER ��
� AL EXISTI G B E R O O M �
� M�� FU NITURE TO BE B A T H 1 � O O �
� C° RE OVED ND
`r' �t- STORED OR
OTHERWISE , THERE ARE IND
- DISPENCED WITH ��- CABLE FROM ROOF RAFTER THAT MA _ 3
PER OWNERS �� SUPPCRT FLOOR OF LOFT IN THIS AR A A2 �
REQESTS � DN. PROCEED WITH CAUTION AND CONTA
� ARCHITECT AND STRUC ENG IMMEDIATLY IF
�
SUPPORT IS FOUND EXISTING CLOSET DOORS
. �� �. ��
` � � � AND WALLS BETWEEN AND
��\ i� i� AROUND DOORS TO BE
H A L L / S T �1 I R �� REMOVED
� -------�-L 4-�-------
, --------------------
1'-9" x 7'-6"
PROCEED WITH CAUTION IN THIS A{:EA
CONTACT ARCHITECT AND STRUC ENG
IMMEDIATLY AFTER FINISHES HAVE BEEN
REMOVED FOR INVESTIGATION OF
POTENTIAL PRESENCE OF STRUCTURAL
MEMBERS
12'-�4°' ° ° ��'-94' Vi/ALLS/ELEMENTS �O
38'-3" �C �E1�/I�J V CD ( I T i— .)
(�A�����)
E X I S T I N G U PP E R L E � E L P L A N (LOFTLEVEL)
1/4" = 1 '-0" S50 SC� FT
PROCEED WITH CAUTION IN THIS AREA
'" 4 CONTACT ARCHITECT AND STRUC ENG
� A2• .� IMMEDIATLY AFTER FINISHES HAVE BEEN 4'
REMOVED FOR INVESTIGATION OF POTENTIAL A2. 1
� PRESENCE OF STRUCTURAL MEMBERS AND/Oft
a
FLUE FROM FIREPLACE IN UNIT BELOW
3�'-o-" 23'-24„ �„ ���-o�„
2'-6" 11'-�4„ 2,_94,. �4'-72��
EXISTING WINDOW TO 7 -22� 1 '-114�� XISTING EXTERIOR DOOR TO BE
EXISTING WOODBURNING FIREPr4CE TO
BE REPLACED BY NEW ONFIRMED A5 DESIRED
NARROWER WINDOW REMAIN FIREPLACE TO BE SEALED AND �`_ WALL MASS OF UN NOWN EXISTING EXTERIOR UTSWING DOOR
CONCEALED DUE TO LIKLY HIGH COST � SLIDING GLASS
WITH 36"SILL HEIGHT OF REMOVAL OR MODIFICATION DF �'� XISTING EXTERIOR DOOR TO BE CONSTRUCTION A D PURPOSE 8 -�4 DOOR TO REMAI�!
FIREPLACE C M U SURROU�!D APID FLUE � ONFIRMED AS DESIRED (VERIFY) �
ABOVE � UTS'JVING DOOR i
� �
IN
� I
' I
�
� � EXI ING WIN OWSTO �
EXISTING FLUE FROM ❑ RE IN AND ECIEVE EXISTING �
EXISTING EXISTING FIREPLA E FOR UNIT 243
FIREPLACES BELOW TO MO RfZED O ERA70 WINDOWS i
, REMAIN(UNKNOWN CLOSET AND ASSOCIATED LUE TO BE F P. �
CONSTRUCTION) DOORS TO F P. PE REMOVED A FLU FROM A FIRE TO REMAIN I
B E D R O O M BE PLACE IN UNIT 143 BELOW THAT �
REMOVED TRAVELS THROUG THIS AREA IS �
MI�
� TO REMAIN OPE IONAL i �
`i ' EXISTING BEA ING L i V I N G 1 � _
WALLS TO BE EMOVED A2. �
o � "icv
AND REPLACE WITH � I � B E D R O O;M �
EXISTIN EXISTING BUILT IN BENCH
BEAMS AND SHORTER �� _ j j HEARTH PLINTH TO ^ SEATING AND DINI G j �
EXISTING SINK AND BEARING WALLS OR '� i I BE REM VED t TABLE TO BE REM VED 2 N D L I V I N G
VAINITY COUNTER COLUMNS(RE,STRUC) � i I "' bN i
TOP TO BE � � ALL EXISTING FURNITU E TO CLOS 7 DOORS Tp
REMOVED _____________ __—__ ______ ;.� BE REMOVED AND STO ED OR BE R MOVED �
---------- --- ^
- --- OTHERWISE DISPENCE WITH I '�-
^ , � ^ I ASSUMED EXISTING COLUMN TO _� EXISTING PARTITIpN �
�___ O _ �J _______J EXISTING COLUM PER OWNERS REQESTS � �
� BE REUSED OR REPLACED WITH � WALLS TO BE �
�� TO BE REMOVED °_� �;,�. EXISTING KITGHEN �� � �'
EXISTING (2) � O O NEW COLUMN(RE STRUC) I� REMOVED(TYP) - - - Z
� 2X10 HDR ( AND RELOCATED °' °O CABINETS, �� �` �� a' �-_ �
N FLUSH Wlk- i (RE STRUC) � �"� APPLIANCES AND � �v � x
g zx�o.x7fsTS I T C H E N EXISTING(3)2X10 FLUSH BEAM N N i _ c�, ,,�
EXISTING TUB TO BE TO�E o TO BE REMOVED AND COUNTERTOP TO M� _
�o REMOVED R M �MOVED REPLACED WITH NEW FLUSH �� BE REMOVED AND � � �,� °'
� i Ref. EXISTING KITCHEN CABIPJETS, i RECYCLED � o � EXISTING SINK,CABINETS, � i _�__________ i N
� � � APPLIANCES AND COUN�ERTOP BEAM(RE,STRUC) � SHOWER ENCLOSURE � � i
� _
TO BE REMOVED AND , �
� EXISTING WOOD SPIRAL STAIR RECYCLED _ AND TOILET TO BE EXISTING WOOD SPIRAL DOORS AND �-- � M��
_ REMOVED AND RECYCL STAIR TO BE REPLACED CLOSET �� j ` 2
TO BE REPLACED WITH NCW A2. �
EXISTING EXISTING FINISHED STAIR WITH NEW STEEL SfAIR DOORS TO BE � � � � A2. �
STEEL STAIR PER CURRENT
EXISTING SINK AN PARTITION Tr�EADS,RISERS AND i PER CURRENT COD= REMOVED � I
VAINITY COUNTER WALLS TO BE E RAILING TO BE REMOVED '�' � � �
EXISTING BUILT-IN BENCH � � I �\ � � -� � E N T R Y / S T A I R �
TOP TO BE REMOVED EXIST FRAMED STAIRS 10 I I � ,� ��
E N T R Y SEATING AND DINiNG �
REMOVED o (TYP) pN BE WIDENED TO 3'-0"MIN TABLE TO BE REMOVED ° � � � � UP � i -
O W D E (MAY OR MAY NOT REQUIR °I`° � ; � � � PORTION OF EXISTING CMU I � M�
WAL L T B E RE-CONSTRUCTION) � � ; � � � ; �� ` � � WALL TO BE REMOVED TO _ j�,� O �
ININ �
I I LOCATE NEW ENTRI DOOR 1
REMOV D TYP. - �- �- --- -� -�- -�, -- _ 3 � ; �-s° X 7�-s� � ; ; (RE STRUC) ; B A 3 ,
i i i `. .'� � i i -'`. i -
(HATCH �� ° O ' ' ' �� � ,' A2. 1 a� � ; ` � A2. 1
;.�, � i � � i � � � i I I l\\ /�J �\ i o
I I I I I N �V i i � \� �� 1
I I I �
� � � \`--- —Ji I I
EXISTING TOILET TO BE EXISTING CMU EXISTING DOUBLE DOOR
REMOVED AND BEARING WALL TO BE REDUCED TO A ���-� ��
REPLACED(PLUMBING (VERIFY) NI EXIST OPRNING'N WITH L E V E L 2 H A L L W A Y 16�-72" EXISTING ENTRY DOOR TO
BE REMOVED AND CMU
TO REMAIN) 7'-g?" 3' 17�-3��� 5'-53�� G'-9z" 6'-114�� 14�-11g�� ' 4�-104�� BEARING WALL IN-FILLED '
2 4 2 4
31'-0�" LEVEL 3 HALL , 34'-�8" �
�0��Cp LAPIDUS RENiODEL
�. ��� Units 245 & 343
� Lodge of Vad Apartments
.� E X I S T I �1 G Ni A I Rl L E V E L P L A N 300 LEVEL) E � I S T I N G L O W E R L E V E L P L A N � , � ° �a,,,Colorado �
,� 1/4�� - � �_��� 737 SQ FT 1 /4„ � 1 �_o,� 739 SQ FT �' KRUEG�R :�
Karl Krueger/Architect
����� �.. PO Box 8332 Avon,Colorado 81620 pG 2 OF 17
��'' 'eJ 970-748-1504
��� `� ���` PERMIT SUBMITTAL 4-19-10
-�.��.�.�',�
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.
REMOVE EXISTING GYPSUM
. BOARD ON METAL FRAME
AFTOER VERIOF ING TOHAT HVAC,ION PROPOSED REFLECTED CEIL. / ELEC. NOTE�
PLUMBING, FIRE SPRINKLER LINES
ETC CAN BE ACCOMODATED IN
ALTERNATE LOCATIONS OR BE 1 Some existing outlets, SWttC�'1@S, fixture�unction boxes and
EXPOSED(VERIFY W/ARCHITECT) THESE LIGHTS ARE THE SAME AS circuit wireing that exists currently m this unit may be able to be
B.O. EXIST DECKING 8.0. EXIST DECKING SHOWN IN MAIN LEVEL PLAN reused. No review or documentation of such s stems has been
B 0 EXIST GYP CEIL B 0 EXIST DECKING (FOUR WALL SCONCES AND TWO y
7'-11 1/2" +/- VARIES (TYP) VARIES (TYP) VARIES (TYP) TRACKS WITH HEADS)TYP C E I L I N G F I �1 ! S H i� O T � S undertaken
REMOVE EXISTING GYPSUM � - - 1 Upper Level Ceilings: Existing drywall that has been 2, Power to W/D, New fireplace, Jacuzzi tubs, and all
----------------------------- -
BOARD THAT HAS BEEN APPLIED � � I I ' previously applied to once exposed structural decking shall be appliances rtc to be coordinated by contractor and are not
TO ORIGINAL STRUCTURAL � _ ; � ; ; ; P E N remaved The Architect shall be notified to review condition of
DECKING, REPAIR AND FILL NAIL I I � � - I , shown on the electrical plan
AND SCREW HOLES AND OTHER i j -- - � ; j j 4a�� T � decking, once uncovered, with Contractor. If existing structural
DAMAGE TO DECKING TO � �" ;; ; � � "' B E L O W decking is determined to be in suitable condition minor repairs 3 Spacing of outlets required by the adopted IBC/IEC may
RECIEVE PRIMERAND PAINT j j ; ; to screw/nail holes etc. shall occur prior to priming and painting
(TYPICAL AT ALL AREAS WITH i � _ ' I ' require additional outlets. Contractor to verify spacing with
ONLY) ED BEAMS-LOFT LEVEL i i ; , � of decking. If the decking is not in suitable condition new 1x4 electical code All n�w wall outlets shall match height of existing
; ; -- i B E D R O O i A2. 1 or 1 x6 T&G siding (stained and sealed or painted) may be outlets (18"above floor +/-) unless otherwise noted
B o EXIST GYP CEIL � � H \ ` ; ; applied to the existing deckir�g between beams per a detail to
_______________ ____________ _ � I I
EXISTING GYP BD SOFFIT �'-2'� +/ i i \i � j O � BELOW E EXISTING 6X10 BEAMS TO REMAIN be determined. 4. FIXtU�BS, �witches and outlets shown are called out by
SHALL BE FURRED DOWN =_ = B 0� NEW GYP C i i B 0 NEW GYP CEIL To general typ� unless a scfiedule is attached Arch�tect to provide
MINIMALLY AND MADE TO I I �i � 7-O +�- i 8-3 BELOW Z REMOVE EXISTING GYPSUM 2, U
COVER EXPOSED BEAMS IN II � i I BGARD THAT HAS BEEN APPLIED pper Level Beams. At the time of these drawings specificatio�s at future submittal to contractor.
THIS AREA i � DIM � -` r � - � TO ORIGINAL STRUCTURAL refinishing or covering the 6x10 and 8x12 beams and metal
II � s T � � �Q� \� i�IL___ �ii __ �i _ �li DECKING,REPAIRAND FILL NAlL gusset plates with decorative wood cladding is not
�_ __� ,�i?�� _,; ��� _- �t� ��� AND SCREW HOLES AND OTHER �J. Anaylisis of the capacity of the existing panels and service
B 0 NEW WALL SIM !�� � �� - � / \� I�----- III -� �I DAMAGE TO DECKING TO contemplated to accomocate lighting layout changes shall be the responsibility
�,-2„ +�- " 6 _ � � L-�- �� '�M ��y� RECIEVE PRIMER AND PAINT of the contractor's el�ctrical en ineer.
____ (TYPICAL AT ALL AREAS WITH • g
� --, I 4• `� I "� ,�o�� I� -- - - i _ _ EXPOSED BEAMS-LOFT LEVEL 3. Main Level Ceilings: Shall remain as gyp board on
� E � 6 ` � .' �, 6 DIM ONLY) stru�ture unless otherwise noted Areas of new gyp bd shall be 6. Actual new soffit heights may vary according to venting
=�___si B A =w �--- -- - ,- 4 6 �_ � flushed out with areas of ceiling that reman from existing and electrical requirements as well as actual height of exist;ng
----� ;_;;, ���; �� I M. B A T H " �-------------- - ---------- �
; r , e EIL E � -; ;',; ;; ` ; 2 conditions to make a level plane. The entire gyp bd ceiling soffits that are to be extended. Verify contractor proposed fiinal
i i i ��_ �� + ERI i i �� :,�� �� K __--- ii , �
� � � � , , , ;__:- ��,� __-- � , , ; A2. 1 surfaces shall be re-finished with a unifying mud finish or ceiling heights with Architect if different from those noted prior to
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APPROXIiUTATLY 18-6"'BACK FROM TO REMAIN
FACE OF FACIA ON GABLE EAVE
MAINTAIN 1-HR PROTECTION OF
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C� � Lodge of Vad Apartments
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�r KRUEGER �r �
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PO 8ox 8332 Avon,Colorado 81620
2 �2. � ,��4�� _ � �_Qv� �C�� �2� `b �,�„V 970-748-1504 PG 5 OF 17
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EX7ERIOR WINDOWS
TO REMAIN(TYP)
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` EXIST SOFFIT TO BE REMOVED
EXISTING STRUCTURAL VERIFY THAT ANY REQUIRED
DECKING TO BE EXPOSED, INFRASTRUCTURE IN SOFFIT CAN
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MAi NTAI N 1-H R PROTECTION OF IN STANQARD MFG LINES
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EXTERIOR SERIES(TEMPERED) -i`� .
WtNDOWS TO MISC FRAMEO ART �j °
REMAIN(TYP) 4'-6"W x 6'-10"H N M
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v 1 i BACKSPLASH
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CONTINUOUS DOWN = - PLY (T B D) � � `-, � � � � / LOW PROFILE _ / / � (T B /)'PLY
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END OF CABINETRY � � 15"DEEP UPPER r. � � � I NEW WINDOW / \
ADJACENT TO WALL ; CONTINUOUS DOWN I CABIIVETS�IYP) HOOD(T B D) OF DIFFERENT � - � �
EXPOSED END OF I MICROWAVE � DIMENSIONS
STONE COUNTER TOP � CABINETRY STONE COUIVTER TOP(T B D)
� ALIG I I ' �� NEW WO NEW WOOD �T B�) TO MATCH � \
(T B D) , � TOP MATERIAL A � � EXISTING - � 2�"DEEP LOWER \
BUILT-IN UPHOLSTERED I I BACKSPLASH PANELING OVER � PANELING OVEN/RANGE STONE COUNTE `� cD �
� BANQUETTE SEATING i - I MIN 1/2"PLY OVER MIN �T B�) � TOP MATERIAL A� / �
� ,� (DESIGN T B D) � i (T B�) 1/2"PLY
BACKSPLASH ,
/ � STONE COUNT�R - I O O O O REFRIGERATOR/
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/ \ TOP CONTI�lUOUS '�" � � STONE / � \ , �
CD 24"DEEP � � COUNTER / � \ � � \
/ \ DOWN��EXPOSED � �� �, � � / � � WIDE SHOWN \ ;
o END OF C�ABIN6TRY �N LOWER �I� I ; �� � � � � TOP / � / \ \ F ^
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\\ // � I 1� I `V ( ) � I � \ / � I BACKSPLASH \ / � / / �"� �"�
; � \ / � / / REFRIGERATOR � �
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2 DINING- EAST ELEV. 3 D1�L��- �O�JTH �LE�l.
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Lodge of Vad Apartments
3. �/��e � � e_o'� 3• I/�A _ � �_O�� �L Vail,Colorado �
• 1/2�� = 1 �-0�� � KRUEGER ��r
� Kari Krueger/Architect
� ������ �,, PO Box 8332 Avon,Colorado 81620 pG 7 OF 17
� cJ 970-748-1504
�a���� � ���`��'' PERMIT SUBMITTAL 4-19-10
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NEW FURRING WALL (B O EXISTING BEAMWORK v
DIFFUSER FOR FRESH ����
GYP TO MATCH SOFFIT ON �(�STING STRUCTURAL A4. '� AIR SUPPLY IN CEILING TB D ��— —��
OTHER SIDE OF ROOM DECKING TO BE EXPOSED, S I M.
F CENTER BETWEEN
• �^�` REPAIRED AND PAtNTED
������� DOORS �,������ BUILT-INCABINETRYINTHIS � � ��������
�NP� / ♦ LOCATION MAY BE DELETERD /
NEW CAB(NET DOORS UVITH
BI-FOLD ACTION 8 ROCKET FROM CONTRACT(VERIFY
• HARDWARE TO RECESS 1NT0 WITH ARCH AND OWNER) �
OPENING OF STORAGE I
NEW CABINET DOORS WITH TRI-FOLD SPACE(VERIFY W1TH CAB � ABANDONED NEW WALL � � � 1 � �
3 D ACTION AND ROCKET HARDWARE t0 MFG,) SPACE ABOVE G /� NEW GYP BD � SPACEONED �
RECESS INTO OPENING OF STORAGE �" EXISTING SOFFIT TO STORAGE EXIST GYP ABANDONEp V /r AND FIN I ( NEW GYP �
1 SPACE VERIFY WITH CABWET MFG BE REPAIRED AND I I /�' � n
I I I
1 1 ( ) EXTENDED TO WALL 1 1 -� /r BD WITH � � SPACE 1 A4. � V ( ' � � � NEW FIN
NEW FIN BD WITH �
INTERSECTION S I M.
/ \ / / \ �
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1 1 \ / \ GEAR � � CAMPING
o / \ / / \ � T I�A�E = I ♦
, � ° ° � � o ADJUSTABL � ��� � STORAGE
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N � / \ � / � N� SHELVES
\ / \ \ /
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6 BD WITH I WOOD �'�M.
� NEW FIN SHELVES
N � EXIST GYP
BD WITH
o // \\ // // �\ CAMPING °
NEW FIN
GEAR CAMPING
00 / \ / / \ N WOOD BACK PANEL N'-" GEAR
o / \ / / \ STORAGE � (TYPICAL)
j 40"FLAT SCRE N TV `� PENCIL o STORAGE
N \ / \ � / 24 75"H x 39"W DRAWER I
\ / \ \ � �/ N�
� � � � � FURNITURE(NIC) L NEW
\ / \ \ /
GYP BD. °
� ND FIN "
� DESK BUILT = '-
I SEPARATLY-
�i N VERTCA S'OFN o
BOOKCASE _ �-
��_2M FILE
DRAWERS
NEW BUILT IN 2 FT DEEP
DRAWERS UNDER STORAGE
PLATFORM
� STUDY- NORTH ELEV. 2 STUDY- WEST ELEV. 3 STUDY- SOUTH ELEV.
4 STUDY- WEST ELEV.
3.3 1/2„ _ � �_�,� 3.3 1/2„ = 1 '-0►' 3.3 1/2,� _ � �_��� 3.3 1/2f� _ � �_���
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6
4. 1
NEW GYP � �
� EXIST GYP� VANITY LIGHT BD WITH � � ��� ��� �
BD WITH DRILL MIRROR) NEW FIN
NEW FIN
STONE
COUNTER MIRROR ITH DECa AND
TOP 1'BEVEL T PENCtL TRIM DECO D D CO AIV
= MATERIAL AS OUTSIDE DGE FIELD TILE PENCIL RIM P NCIL T M
C° BACKSPLASH EXIST GYP.
^ STONE COUNTER � BD WITH
TOP MATERtAL AS � NEW FIN
BACKSPLASH
ST
m' TO ATERIAL �
� � BAC PLASH
/ \
\ \ / � a�
\ /
��
5 BATH 1 - NORTH ELEV. 6 BATH 1 - NORTH ELEV. � BATH 1- NORTH ELEV. g BATH 1 - NORTH ELEV.
2.3 1/2�� _ � �_��� 2.3 1 /2�� _ � �_��� 2.3 1/2�� _ � �_��� 2.3 1/2,� - 1 �_��►
BUILT-IN CABINETRY IN THIS
LOCATION MAY BE DELETERD
• FROM CONTRACT(VERIFY
WITH ARCH AND OWNER)
LOCATION OF FUTURE A/C
' UNIT(VERIFY CLEARANCE
FROM POSSIBLE N
BELOW)
EXIST GYP � �
BD WITH -
N
NEW FIN
/ \ / \ \ EXIST GYP
/ \ / \ \ BD WITH
� � � � � z EXIST GYP � NEW FfN
� BD WITH
EXIST GYP N NEW FIN
f� BD WITH \ / \ / /
NEW FIN \ / \ / /
\ / \ / / _
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— / — \ —
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EXIST GYP BD F
WITH NEW FIN // \\ \\ � BD WITH
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DRAWER 2,_7�" , �,_3}� 2,_ " ' NEW BUILT-(N
DRAWERS UNDER � 2 BEDROOM 1 - NORTH ELEV.
WARDROBE
g BEDROOM 1 - NORTH ELEV. � p BEDROOM 1 - NORTH ELEV. COMPARTMENT 1 1 BEDROOM 1- NORTH ELEV. 3.3 1/2" = 1 '-0"
3.3 1/2�� _ ,� �_�„ 3.3 1/2,� _ � �_��� 3.� 1/2�� _ � �_Q��
. �� ��� .
µ �� 0,�� LAPIDUS REMODEL
� '� � Units 245&343
� � Lodge of Vail Apardnents
�[� Vad,Colorado ■
. � �RUEGE� = Karl Krueger/Architect
��`�� ,� PO Box 8332 Avon,Colorado 81620 pG 8 OF 17
�I� ^.� � ���,3 970-748-1504
�/`,.�,� � iGj�� � PERMIT SUBMITTAL 4-19-10
D A�'
s
TERMINATION CAP,FLUE ROUTING
. EXISTING STRUCTURAL DECKING TO AND FLASHING AS REQUIRED BY MFG
BE EXPOSED,REPAIRED,PRIIMED AND INSTRUCTIONS OF PARTICULAR GAS
PAINTED(TYP) FIREPLACE INSTALLED(SEE 4/A2 1) EQ EQ EQ EQ EQ EQ
EXISTING BEAM TO REMAIN EXPOSED
TRIM TO MATCH TYPICAL DOOR FRAMES VALLEY WITH CRICKET
TO CONCEAI 2X4 WINDOW MULLION MAY OCCUR ADJACENT
ROUGH OPENING CONSTRUCTION TO NEW GAS FIREPLACE
FLUE TERMINATION- CYLINDRICAL ARCHITECTURAL EXISTING STRUCTURAL DECKING EXISTING BEAM TO REA4AIN EXPOSED LOCATION OF FUTURE AIC �
EXTERIOR QUALITY DOUBLE VERIFY FLUE LOCATION FLUE ENCLOSURE TO TO BE EXPOSED,REPAIRED, UNIT(VERIFY CLEARANCE
PANE WOOD FRAME WINDOW WILL NOT PREVENT CONFORM TO GAS F P PRIIMED AND PAINTED(TYP) FROM POSSIBLE N o�
WITH HIGHEST DEGREE OF PROPER DRAINAGE ALL MANUFACTURER BELOW) �
SOUND INSULATION AVAILABLE FLASHING OF NEW ROOF REQUIREMENTS(T B D) �
IN STANDARD MFG LINES PENETRATION SHALL BE
COMPATIBLE WITH TB D I � C — �'
EXISTING ROOFING AND
DETAILED BY
CONTRACTOR EQ EQ DIFFUSER FOR FRESH
O � AIR SUPPLY CENTERED
BETWEEN AND IN LINE
THEREAREINDICATIONSOFA WITH LIGHTS
STEEL CABLE FROM ROOF I
RAFTER THAT MAY ASSIST IN THE
I _ _ SUPPORT OF THE FLOOR OF LOFT
! � EQ EQ IN THIS AREA OF THE EXISTING
� I I I
�r \ \ J i^�I � �� CAUTION A DACONTACTEED WITH � f__l
�
� ARCHITECT AND STRUC ENG �yXIST GYP
I I L z � � __ 'I I IMMEDfATLY WHEN/IF SUPPORT IS ��y D �W I T H
= – c� ��� � '� EXIST GYP 1
i �� / � / I I ° z � � / / � / \ �= ,1 FOUND I NEW Flt�
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o �
I I � � I I i I� NEW W PANELI O � � �
I �/ I I w � _ ' � ; � 40"FLAT SCR EN N
' o w �d- I I � MATCH MATER IN �
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EXTERIOR QUALITY DOUBLE PANE WOOD FRAME
SLIDING GLASS DOOR WITH HIGHEST DEGREE OF s�'s
SOUND INSULATION AVAILABLE IN STANDARD MFG �
SERIES(TEMPERED)
� MASTER BEDROOM- NORTH ELEV. 2 MASTER BEDROO�/I- WEST ELEV. 3 IVIASTER �EDROOM- IVORTH ELEV. 4 MASTER BEDROOM- NORTH ELEV.
3.4 1/2�� _ � �_��� 3.4 1/2�� _ � �_0�� 3.4 1/2„ � � ,_Q�� 3.4 1/2,� _ 1 �_0,�
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/ I � MED CABIN T I 1 / ROBERN
(ROBERN) CAP MOLDING CAP MOLDING ; I_� FIELD TIL EURO-GLAS� M SERIES
� 1 � RECESSED23
I CAP MOLDIN � 2X12 2X12 CAP MOLDING I 1, CAP MOLDING
� '1 2X12 2X12 ' `� � 2X12 ENCLOSURE
'"' � P RE S �' �� TILE(6X3) TILE(6X3) TILE(6X3) I �� TILE(6X3) MT24D6FPLE&
� �� FIELD TILE FIELD TILE a"W X 36"H X
00 £NC" LOSU E SLAB AS ' MT24D6DPRE
o I 1 BACKSPLAS FIELD TILE I' FIELD TILE �
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3.4 1/2�� _ � �_��� 3.4 1/2�� _ � �_��� 2.4 1/2�� _ � �_��� 3.4 1 /2�� _ � �_o�� 3.4 1/2�� _ � e_o��
,` �� C����Q,9 LAPIDUS REMODEL
�, �Q- � Units 245&343
� Lodge of Vad Apartments
� Vad,Colorado �
_ ;� KRUEGER Karl Krueger/Architect
� 5� � � PO Box 8332 Avon,Colorado 81620 PG 9 OF 17
�� /� ,1_ �� 970-748-1504
�/�i�, ������ PERMIT SUBMITTAL 4-19-10
--�,.�.`,. ,
NEW CABINET DOOR WITH ROCKET NEW CABINET DOORS WITH BI-FOLD ACTION&
HARDWARE TO RECESS INTO OPENING ROCKET HARDWARE TO RECESS INTO OPENING
KITCHENETTE APPROXIMATLY 6" OF STORAGE SPACE
i�
STONE COUNTER TOP
EXIST GYP BD WITH TO APPEAR CONTINUOUS OVER TOP OF
NEW FIN / � NEW GYP
CABINETRY AND DOWN END OF CABINETRY BD WITH
�\ � � � ADJACENTTO ALL EXIST GYP r� NEW FIN
� � / / \ BD WITH NE GYP �
�
� STONE COU TE� NEW FIN _ �
� � - TOP CON'�lNt10US-� B� N �J �� � � �
i DOWN EXPOSED ENQ AN FIN � � , /— EXIST GYP � EXIST GYP � /� �i
OF CABII�ETRY � � / BD WITH BD WITH I
' � � / I � i NEW FIN NEW FIN NEW GYP
� 1, � � � FLAT SCRE�N N _ °' I � � � N�EW FIN ' I�,
i ' � � 30"H x 46 5�j'W � ^ � I /' � NEW GYP NEW GYP �
� � �
� I � BD WITH BD WITH � I
� � �� � \ �� NEW FIN � NEW FIN I !
I 1 I NEW GYP BD / � � I �'1l � \\ � � � i r �
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� FAMILY ROOM- SOUTH ELEV. 2 FAMILY ROOiVI- EO�ST ELE\l. 3 FAMILY ROOM- NORTH ELEV. 4 FAMILY ROOM- 1NEST ELEV.
3.5 1/2�� _ � �_��� 3.5 1/2�� _ � �_oe� 3.5 1/2�� _ � �_��� 3.5 1/2�� _ 1 �_o��
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» ��° �
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� V NITY LIGHT
EXIST GYP / \ \ 12"DEEP UPPER
3X6 TILE
BD WITH F.L'IP-TOP CABIN � CABINETS(TYP) 3 75X12 TILE
NEW FW I / � �
I �� I � � 1'BEVOEL AT H
/1 I__ � STONE COUNTERT P 12 12 FIEL � OUTSIDE ED E
I � CONTINUOUG DOW FIELD TI E TILE (GROUND � �
I 30"�CRO / EXPOSED END OF CUSTOM TILE 2XG�F E'D i L
� � CABINETRY VANITY BY IVT (GRO ND � TILE � �I
� NICHE NICHE AT I 1
I� STONE COUNTER TOP STONE COUNTER DESIGNER CABINETRY CABINETRY OUTS DE o� VANITY BY INT� )
! I MATERIAL AS TOP(T B D) T B D o T B D ^ o o ; a
I � BACKSPLASH r ^ ^ DESIGNER i ^
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5 FAMILY ROOM- SOUTH ELEV. (INSIDE ROCKET �OORS) 6 BUNK BATH- NORTH ELEi1. � �UNK �Al"H- V'JEST ELEV. g BUNK BATH- SOUTH ELEV. g �UNK BATH- EAST ELEV.
3.5 1/2�� _ � �_��� 3.5 �/2�� = 1 �_o�� 3.5 1/2�� _ 1 ,_0�� 3.5 1/2�� _ � �_0�� 3.5 1/2,� _ 1 e_���
6 X12 F1ELD � 6 X12 FIELD TILE
6 X12 FIELD TILE
\ i��� TILE VANITY LIGHT EURO-GLAS
i (DRILL MIRROR) ENCLOSURE
,� __ EURO-GLAS EURO-GLASS MIRROR WITH -� r-�
EURO-GL SS i \ � ENCLOSURE ENCLOSURE 1'BEVEL AT � ' � !
TEMPERE � EURO-GLASS OUTSIDE EDGE ' � ,
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ENCLOSU E � � '1 TEMPERE❑ , -',
ENCLOSURE / SLAB AS ; �� � �
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STONE SLAB 'o, � TDP MATERIAL AS�,
I� COUNTER TOP � � B�CKSPLASH �,
'I / �2�3�4�� STON COUNTER �� � � r
TO MATCH � � � MOSAIC TOP ATERIAL AS � � �� �
� � (2)3/4" TILE � BACK PLASH i ', i
COUNTER �� �� � MOSAIC `� I I � ,-� �
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10 BATH 2- WEST ELEV. � � BATH 2- NORTH ELEV. � 2 �ATH 2- SOUTH ELE�✓. � 3 BATH 2- EAST ELEV.
3.5 1/2�� _ � �_��� 3.5 1/2�� _ � �_o�� 3.5 1/��� _ ' �_o�� 3.5 1/2�� _ � �_���
t�,Of��� LAPIDUS REMODEL
Q�� ���� Units 245 &343
'� � (,� Lodge of Vail Apartments
Vad,Colorado �
� KRUEGER � Kari Krueger/Architect
� r �5 � n k• PO Box 8332 Avon,coio�aao s�s2o PG 10 OF 17
��, f� , • � �'�3 970-748-1504
�
� � �.���� PERMIT SU�MITTAL 4-19-10
�S� D ���,�`�
--��..�.._......�.�
CDHW.R25019 - Lummaires and Lummaire Assemblies Classified for Fire Resistance Page 1 of 1
;
, P�IORTAR-BLOCKSLAIDINFULL — FURRINGCHANNELS-MIN0019 U� ONLIfJE CERTIFICATIONS DIRECTORY
IN TFICK(25 GAUGE)GALV
BED OF h10R1'AR N0f�1 3/8"THICK STEE_, 1-3/8 IN WIDE ON TOP CDHW R25019
INTERIOR FACE LAYER 3 8"TYPE , OF NOT LESS THAIV 2-1/4"AND AND 2-3/4 IN WIDE AT BOTTOM '
X GYPSUM WALLBOARD OF2 N07 h10RE THAN 3-1/2"r�ARTS ° BY 7/8 IN DEEP SPACED?4 IN Luminaires and Luminaire Assemblies Classified for Fire Resistance
GYPSUM VENEER BASE APPLIED CLEAN SHARP SAi�lD TO 1 PART OC PERPENDICULAR TU FLOOR Paae Bottom
3 1/2" MINERAL FIBER VERTICAL JOINTS STAGGERED 16" TO STEEL FURRING U1� 1"LONG, PORTLAND CEMENT a ' °
WITHA CHANNEL PARALLEL TO
INSULATION, FRICTION FIT OC HORIZONTAL JOINTS SELF DRILLING, SELF TAPPING (PROPORTIONED BY VOLUME) AND APPROXIMNTELY 3 IN,
IN STUD SPACE STAGGERED 24"OC ON �PPOSITF SCREWS W BUGLE HEADS 8"OC AND NOT(V10R�THAN 50
SIDES AND TAPED CAULKED WITH EXISTING 8"CMU-M(N PERCENT HYDRATED LIME ABO�E FLOOR AND 3 IN BELOW
AT FUPRING & 12"OCAT BUTT �BY CEILING CLEARANCE BETWEEN L�minaires Lu�ninaire Assemblies and Luminaire Enclosures Classified for Fire
2X4 WOOD STUDS 16"O C ACCOUSTICAL SEALANT CLASSiFICATION D-2 TWO HOUR . �� + �
(2x6 OR LARGER 2X CAN BE JOINTS OPTION OF MAX 1116" CEMENT VOLU�JIE) VEP.i"ICA�
VERl1CAL AND HORZINTAL Resistance
RATED JOINTS STAGGERED CHA�NELS 1/2 IN
- 2 1/4"TYPE S OR W DRYWAL� GYPSUM PLASTER CCATED SEE
SUBSTITUTED KEEPING SREWS 12"O C U914
1-HR RATINGO — EXISTING INTERIOR WALLS WITH
CONCRETE BLOCKS-VARiOUS . . See General Information for Lumina�res �uminaire Assemblies and Luminaire Enclosures Classified for Fire Resistance
ADJOINING UNfT FACE OF DESIGNS CLASSIFICA710N D-2 2 p GYPSUM BOARD- 1/2 IN THICK,4
ONE LAYER 5/8"TYPE X GYPSUM 25 GA FURRING CHANNELS @ � FT VtiIDE SECURED TO FURRING
WALLBOARD APPLIED AT RIGHT 1 8" DEEP AT 24"OC BERT &3" CONCRETE BLOCK HR) . , TENMAT INC R25019
ANGLES TO EACH SIDE OF HORIZ ABOVE FLOOR£x BELOW CHANNELS W TH WALLBOARD
STUDS-BATHROOMS TO HAVE CEILING FASTENED V/ 1-1/4" CHANNEL FASTENERS- 1-1/4 IN - '* FASTENERS GYPSUM PLASTER UNIT 3
� EXISTiNG EXTERIOR 4NALLS NOT I�ORE THAN 1/16 IN THICK 23 COPPER DR
WATER RESISTANT-TYPE X BOARD LONG SCREWS W 3/1E"DIA HAVE PLASTER FINiSH LONG MASONRI'SCREWS WITH � � ' MAY BE APPLIED TO WALLBOARD NEWPORT, DE 19804 USA
HEAD AT 24"OC SEE J914 3l16 IN BODY AND 3/16 IN IN A�ITION TO JOINT �
DIAMETER HcAD FASTENERS TREATMENT
� 1 -H R RAT�D VVALL (lJ�RATED VVALLS ARE S,�i��) MII�I 3/8" FULL MORTA�BED AS SPACED 24 !�J OC WITH THE Type FF109 Fire Rated Recessed Light Cover lummaire enclosure for use over UL Listed IC-rated recessed incandescent and fluorescent luminaires
FASTENERS STAGGERED �N EACH with housing 6-7/8 m max diam, 6-7/8 in max height(as measured from top of base), made from aluminum or painted or galv steel Luminaires
CALLED OUT IN U914 supported on a base 7-7/8 in by 10-3/4 in. max , made from painted or galv steel and screw-attached to the fixture with min three screws Each
A4. � �� � �� q p LONG LEG OF THE FURRING luminaire with trim and lens weighs 3 8 Ib max Luminaire enclosure and luminaire installed in accordance with the accompanying instructions
1 '"��� ° � -O I �f'�. GA F I LE NO. WF' 3644 CHANNEL Luminaire enclosure and luminaire for use in_1 hr fire rated L590-Senes FloorCeiling designs havmg sohd wood�oists or open-web wood trusses on
max 16 in centers, woo�flooring and a min 1/2 in thick gypsum board ceiling Number of luminaires not to exceed the ratio of one per 25 sq ft of
total ceilmg area with min separation of 3 ft between lummaires
THIS DETAIL IS FOR LOAD BEARING&
NON-LOAD BEARING WALLS MAXIMUM 2 � -�� ��T�� ��LL
NON-SUPPORTED WALL HEIGHTS AS 3 � -F�� �ATE D 1/1/ALL TyPe FF109X Fire Rated Recessed Light Cover luminaire enclosure for use over UL Listed IC-rated recessed incandescent and fluorescent luminaires
with housing 6-1/2 in max diam, 7 in max height(as measured from top of base), made from aluminum or painted or galv steel Luminaires
FOLLOWS q supported on a base 7-1/2 m by 10 in max, made from painted or galv steel and screw-attached to the fixture. Each luminaire with tnm and lens
STUDS @ 24"O C = 11'-0" MAXIMUM HEIGHT A4. � 1 -1�2�� — I �-o�� weighs 3 8 Ib max Luminaire enclosure and luminaire installed in accordance with the accompanying instructions. Luminaire enclosure and
1 ��• � f� ��Cl�� �9� �91� AL�. 1 � m�/�ea _ q t�oo� 1-HR UL DESIGRI �lO. UL910 luminaire for use in maximum 2 hr fire rated D500-, G500-and L500-Series Floor-Ceiling designs and in maximum 1 hr fire rated P500-Series
STUDS @ 16"O C = 12'-5" MAXIMUM HEIGHT L� `7I I a� � Roof-Ceiling designs Number of luminaires not to exceed the ratio one per 25 sq ft of total ceiling area with min separation of 3 ft between
STUDS @ 12"O C = 13'-3" MAXIMUM HEIGHT luminaires Lummaire enclosure and luminaire for use In maximum 2 hr fire rated D200-, G200-,J200-and L200-Senes Floor-Ceiling designs and
in maximum 1 hr fire rated P200-Senes Roof-Cedmg designs with nominal 24 by 24 in or 24 by 48 in acoustical lay-in ceihng panels Number of I
THIS SYSTEM iS TO BE USED WHERE GYPSUM BOARD OR BLOCK IS luminaires not to exceed the ratio of one per 25 sq ft of total ceiling area with min separation of 4 ft between luminaires,
THIS SYSTEM/DETAIL IS TO BE USED WHERE GYPSUM BOARD OR LOAD BEARING WALL- NEW REPLACED NOTE NO PENETRATION INTO CONCRETE MASONRY
BLOCK IS REPLACED. NOTE. NO PENETRATION INTO CONCRETE WORK TO MEET REQUIREMENTS UNITS IS PERMITTED UNLESS SPECIFICALI.Y ALLOWEQ BY THE �
MASONRY UNITS IS PERMITTED UNLESS SPECIFICALLY ALLOWED OF UL DESIGN NO U9'14 (SEE CHIEF BUILDING INSPECTOR AND IS PROPERLY GROUTED AS MAY ��r�
Y HE CHIEF BUILDING INSPECTOR ANd IS PROPERLY GROUTED ARCHITECTS NOTE) BE REQUIfZED
,�r'� • I � O
AS MAY BE REQUIFED � � ,
1 ' 11
�.��:�.�:,.,��.�
�,��,� .� Ensure the cover will fit your chosen recessed light fixture ��r-�'�`d:`i�r '"'..
PROPOSED 3/8" PARTICLE Maximum F�xture D�mens�ons �SSI�'�
BOARd UNDERLAYMENT • IC rated fixtures only ��► �O �
Diameter 6-7/8 �
5/8" INT PLYWOOD W EXT . U
GLUE SUBFLOOR VERIFY WITH TOWN OF V41L PRECAST HOLLOW Height 7-1/2
EXISTING 2X10 @16"O C
CORE SLAB W/ FLOOR SYSTEM WITH 3/4' • Weight 3 8LB Q � -
PERMITTIf�G OFFICIAL IF CONCRETE TOPPING � PLYWOOD DECKING • Base 7-7/8" by 10-3/4" Max _ �
EXISTING 2X10 WOOD STRICT GOMPLIANCE WI1'H (VERIFY) ! (VERIFY) --_ -u-T^--- ------- -__---------- ---- --------__--��--_-- __-- - ----_--_ _ __
JOISTS @ 16°oc THIS DETAIL IS REQUIRE� � '
EXISTING W18X24 �
(R�QD FOR 1-HR RATING) INSTALLED IN 1996-1997 i O NEW DOUBLE W6X24 ���� 2 Hanger bars of the light fixture shall be screwed to the�oists �',
3-1/2" FIBERGLASS BATTS FACILITAT S INSTALLED TO FACILITATE
E PIRP,L STAIR
OR IF CODE �
SUPPORTED AT 12"OC 1,v PROVISIO�IS in addition to the tabs being hammered into the �oists, A
CAN BE MET BY APPLYING 1NSTALLATION FROM LEVEL ; OPENING INTO KITCHEN a► :_ :;� ,,=y
WIRE RODS &RISILIENT 300 TO LEVEL 200 � following the light manufacturer's installation instruction ~ • �
FURRING CHANNELS CONTINUOUS, 5/H° TYPE X _-_ _-,___ ;, �
1/2"TYPE X GYPSUM WALL RESILIENT FURRING GYP.CONTINUOUS TO B.O. „ ' � 1 5" FURRIfvG 5/8"TYPE-X GYP BD � __��
BOARD AT RIGHT ANGLES TO CHANNELS AT 24"OC AT JOISTS �� CEILING AND ^ � ---�' � "`
�IcI' I � �� _ 5/F3"TYPE-X GYP BD �--��J CONTINUOUS FROM , ,..�.,,._
RESILIENT FURRING RIGHT ANGLES TO JOISTS, ;, , - - -� - �.
CHANNELS FASTENED WITH 1" FASTENED BY 1"DRYWALL USING 1-HR RATED CAIV �� i , „ � , , CONTINUOUS OVER d 7 CEILING OVER FURRcD
i �-- - -. CEILiNG FURRING AND OUT BEAM SURFA(,ES ------- ------------------------------- - - - -
TYPE S DRYWALL SCREWS @ SCREWS AT 8"OC SEE GA LIGHTS AND OTHER , ;� � �i ,� - � ---� --�--�" ---""-""--�------�--- -- t
8"OC AT ENDS AND 12"OC AT FILE 3120 FOR LENGTHS PENE�RATIONS �--- _����_ ' -- _ _ BEAr�n aui�o-ou�s MISC BLOCKING AS Place Tenmat FF109 cover over the fixture
INTERMEDIATE FURRING � � REQUIRED Step 3 �
CHANNELS Slit the cover to fit over the hanger bars of the fixture
NEW MISC FURRING AND 5/8" � DECORATIVE WOOD
TYPE X GYP BD AT CEILING FINISH ON 1/2" Cut four slits with a size up to 1" max �
'� 4 1 -H R RATE D F LOO F�/C E L L I SOFFITS WHER OCCUR SUBSTRATE -- -, -�-'_�..t„ A� .
A4. 1 �� — � �� Slits exceedin 1" are i�OT ermitted !!! � � - �"Y`'
1 -1/2 — 1 —Q R. GA FILE N�. FC 512Q f p� � � �/ c �/� g p -,
THIS SYSTEM IS TO BE USED TO UPGRADE THE EXISTING SYSTEM � ��������� ��9����� ����L �����'� g ��0����ED �C�V ��G�� ���IVI�
-1 ----------------- -- �-_ --
WNERE THE EXISTING IS TO SE MODIFIED A�-. � � -� ��li � � ��0°1 A4. I °� _°�f 2�� � 1 �°o�� ' ^
� �I��"I�i�AL �E�"�C�l� �� °l -�� ��iy Ll�i��' PROTECI-I��1
A4. 1 1 -1I2"� - � :_o�°
.
ASSUMED GRAVEL AND BUILT-UP
, ROOF OVER ROOF INSUL/aTION
(VERIFY MATERlAL TYPE AiVD
i
COMPATIBIILITY WITH MECH
PENETRATIONS ETC)
ASSUMEd EXISTING 1 5"-3"THICK
DECKING (SPANS BEAMS AT 4'-8"
+/-O C )VERIFY MIN THICKNESS
OF 2"NOMINAL FOR
CLASSIFfCATIONASHEAVY ���'°�����,'�� ���� ���°���I�� C���T��� CO��I�I�I�lm�.
TIMBER CONS7RUCTION WITH A
1-HR RA"fING
O(VLY A LIMITED IPVVESTIGATION HAS BEEN PE�FORMED ON TH� FLOORS, WALLS,
EXISTING 6X12 EXPOSED BEAMS CEILII�GS AND ROOF OF THIS UNIT BY THE ARC-IITECT DUE TO CONTINUOUS OCCUPANCY
COMPLY WlTH HEAVY TIMBER
CONSTRUCTION REQUIREMENTS OF THE UNIT DURING THE DESIGN OF THIS REMODEL. THE UPPER LEVEL (LOFT LEVEL)
FLOOR CQNSTRUCTION HAS BEEN CONFIRMEDAS 2X10'S @16" O.C. W/ PLYWOOD
NEV/OR EXISTING 5/8"TYPE-X GYP
SUBFLOG�R AND GYP BD. CEILING ON BOTTOM OF JOISTS.
BD CONTINUOUS OVER PARTITION
WALL UP TO HEAVY TIMBER DECKING TNE P�ESUMED CO�ISTRUCTIC�N OF PARTY WA_LS, BEARING WALLS AT HALLWAY,
CEILING AND TO BEAMS EXTEFZIOR WF�LLS, INTERIOR WALLS AND ROOF STRUCTURE HAVE BEEN I�lFERED FROM
LIMITED VISUAL ANALYSIS OF THE UNITS 245 AND 343 AND RESEARCH INTa REMODEL
NEVY 5/8��TYPE-X GYP BD CONTINUOUS PLANS OF VARIQUS UNITS IN THE "LODGE OF VAIL APARTMENTS" ON FILE AT THE T.O.V. .
OVER PARTITION WALL UP TO 5/8"TYPE
x�'(P ON CEILING FURRING THE FiRE- RATED DETAILS ON THIS PAGE REPR=SENT THE ASSUMED E3CISTING
CONSTRUCTION OF SUCH ASSEMBLIES THESE FIRE RATED DETAILS ARE T(� BE US�D
WHEI� REPAIRING ANY INl"ERVEP�TION INTO SUCH ASSEMBLIES IN ORDER TO MAINTAIN
1-HR RATED CAN LIGHT OR CAN LIGHT WITI� 1-HR FIRE RATING OF EXISTING WALLS A REVIEW OF EXISTING CONDITIONS MUST BE DrJNE j
PROTECTIVE SHROWD TO MAINTAIN 1-HR ,�FTER THE DEMOLITI(?N IS COMPLETE IN ORDER TO FINALLY DETERMINE 1F THE
RATING(BATH FAN AND ANY OTHER
PENETRATIONS IN CONTINUOUS 5/8��TYP X GYP ARCHITECT'S ASSUMTIONS ABOUT WALL �ONSTRUCTION ARE CORRECT AND THE FIRE
TO HAVE 1-HR DAMPER ORAPPROVED 1HR RESISTA�JT SYST�M SH4WIV !S APPLICABLE AND BEST SUITED FOR EACH CONDITION.
NEW 5/8"TYPE-X GYP BD CONTINUOUS FIRESTOP METHOD SEE 7-A4 1)
OVER PARTITION WALL UP TO 5/8"TYPE
X GYP ON CEILING FURRING SHOULD THE FIRE RATED DETAI�.S ON THIS PAGE NOT BE APPLICABLE TO THE INTEiVDED
LOCATIORI AS DETEftfV1iNED BY THE CONTRACTOR THE ARCHITECT SHALL BE NOTIFIED
IMMEDIATLY I�1 ORDER TO ASSIST THE C4NTRACTOR AND TOWIV OFFICIAL IN � ,�_ ,�
DETERMINING AN ALTERNATE SUITABLE DETA(L . iN NO INSTAN�E SHALL THE THE �� ����
6 PROTECTED SOF�IT COiVSTRUCTI�f� IJi�D�R �1E/-�V�' T'liiil�ER R�OF/CEILI�VG REQUIRFD FIRE RESISTAi�l" HOUaLY RATING OF THE WALLS EI�C BE LESS THr'�N NOTED ON <c, �,'�,���`�� LAPIDUS REMODEL �
��\ Units 245&343
A4. � � -1��'� _ � '-Q�� PLAflIS AiVD SECTI�NS . '�� � Lodge of Vad Apartments
c� ��
L Vail,Colorado �
� • � KRUE��� �� '� Karl Krueger/Architect
�. �.
r� ���� �:.� R PO 6ox 8332 Avon,Colorado 81620 PG 11 OF 17
- � ^ - O ��.�� � 970-748-1504
�/y �� a�<���`��� P��IViIT SUBMITTAL 4-19-10
� � �,d����
.
ii
t` GENERAL NOTES � �
;= �
1 LIVE LOADS USED IN DESIGN 8. GENERAL ���
� A TYPICAL FLOOR 40 PSF A ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS INTERIOR NON-B�ARIh1G .
2X6 STUD WALL WITH '
WINDOWS (PROVIDE �
B PUBLIC FLOOR SPACES 100 PSF B VERIFY ALL OPENINGS THROUGH FLQORS, ROOF AND WALLS WITH MECHANICAL AND I/2" SP�4GE TO ROOF I
ELECTRICAL CONTRACTORS VERIFICATION OF LOCATIONS, SIZES, LINTELS AND FR?�MIh1G)
C EXTER IOR DECKS 100 PSF REQU IRED CONNECT IONS ARE CONTR��CTOR'S COMPLETE RESPONS IB IL ITY EXISTING FLOOR ,
D LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE C PRIOR TO INSTALLATION OF MECHA�ICAL AND ELECTRICAL EQUIPMENT OR OTHER SHEATHING
ITEMS TO BE ATTACHED TO THE STFUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS �
E CODE USED IN DESIGN INTERNATIONAL BUILDING CODE, 2009 EDITION AND SUPPORTS SHALL BE OBTAINED, UNLESS SPECIFICALLY DETAILED ON '
ARCHITECTURAL AND STRUCTURAL DFAWINGS, RESPECTIVE SUBCONTRACTOR
2 DEFERRED SUBMITTAL SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC , REQUIRED FOR INSTALLATION OF �
H I S I TEMS. NEW (3)-14" LVL BEP.M �"'��2�"°"°'"�'�"�iZ���
A DEFERRED SUBM ITTALS PER SECT ION 1063 4 1 SHALL BE SUBM ITTED TO THE BU ILD ING (fZEMO�(E EXISTING
OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION. D SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL 8��1"��
STEEL THE MANUFACTURING OR FAERICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW + �
B DEFERRED SUBMITTALS ARE OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. I `� �,
1 STEEL MEMBER SHOP DRAWINGS E WATERPROOFING, VAPOR BARRIERS, ETC , SHALL BE AS SHOWN ON THE I ,
C ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS
LICENSED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PREPARATION OF THESE
DOCUMENTS F ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTER IOR WALLS AS EXISTINC� FLOOR
SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE JOIST WITH NEW
3. TESTING, INSPECTIONS AND OBSERVATIONS SIMPSON U210 � - ,
G ALL DIMENSIONS ON STRUCTURAL DPAWINGS SHALL BE CHECKED AGAINST FIELD HANC-�ER J -
A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION CONDITIONS AND ARCHITECTURAL DFAWINGS ALL DISCREPANCIES SHALL BE REPORTED �� �� � �� � �
STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE TO DESIGN TEAM PRIOR TO CONSTRUCION OF STRUCTURAL FRAMING MEMBERS � �
CONSTRUCT ION, SUCH OBSERVAT IONS SHALL NOT REPLACE REQU IRED I I/2" = I'-O"
INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL H CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS IF CONDITIONS
INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL ARE DIFFERENT THAN ASSUMED, NO11FY ENGINEER 8�� Monro e & Newell
BUILDING CODE
B THE FOLLOWING wC�RK SHALL BE INSPECTED BY THE SPEC IAL INSPECTOR UNLESS EXISTING FLOOR Engineers, Inc.
SPECIFICALLY WAIVED BY THE BUIIDING OFFICIAL
1 . STEEL CONSTRUCT ION 5HE?.THING EXISTING 2X B�?.M
a ALL WELD ING SHALL RECE IVE CONT INUOUS SPEC IAL INSPECT ION TO REMP.IN IN PL/�,GE Avon
EXCEPT THE FOLLOWING
ox 5
70 Benchmark Road,Suitc 204
1 WELD ING DONE IN AN APPROVED FABR ICATOR'S SHOP IN Avon,Coloiado 81620
ACCORDANCE WITH SECTION 1704 3 (970)949-7768
b THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT FAX(970)949-4054
DUR ING WELD ING OF THE FOLLOWING ITEMS, PROV IDED THE MATER IALS, EMAIL avon cr inonroe-newell com
WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE
VERIFIED PRIOR TO THE START OF WC�RK; PERIODIC INSPECTIONS ARE Denver
MADE OF 1M�RK IN PROGRESS, AND A VISUAL INSPECTION OF ALL WELDS
IS MADE PR IOR TO COMPLET ION OR PR IOR TO SH IPMENT OF SHOP ]701 Wynkoop Street,Suite 200
Denver Colorado 80202
WELD ING (303)623-4927
1 S INGLE PASS F ILLET WELDS NOT EXCEED ING 5/16" IN S IZE F�X(303)623-6G02
2 WELDING OF STAIRS AND RAILING SYSTEMS
enve monroe-newe com
c VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS -
AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED
d PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE - Frisco
W I TH THE DETA I LS SHOWN ON THE APPROVED CONSTRUCT I ON DOCUMENTS EXISTINE� 2X10 FLOOR EXISTING 2X10 FLOOR 619 Main Street,Suite 7
SUCH AS BRAC ING, ST I FFEN ING, MEMBER LOCAT IONS AND PROPER ..1015T (WHERE THESE ARE JOIST WITH NEW Fr�sco,Colorado 80443
APPL ICAT ION OF JO INT DETA I LS AT EACH CONNECT ION SHORT, INSTP�LL (I)-NEW SIMPSON U210 HANGER (970)668-3776
e. VER I FY STRUCTURAL STEEL MATER IAL CONFORMS TO ASTM STANDARDS FULL LENGTH 2X10 BESIDE F�(970)668-3789
SPEC I F I ED IN THE APPROVED CONSTRUCT ION DOCUMENTS AND E?.GH EXISTING WITH EMAIL fri5co c�inonroe-newell com
MANUFACTURER'S CERT I F I EO M I LL TEST REPORTS SIMPSON U�10 HP.NGER
f PER IOD IC VER I F ICAT ION OF H IGH STRENGTH BOLTS, NUTS AND WASHERS NEW W6X25 STEEL BEAM ,
RE PLAN WITH 2X TOP �`"`'
FOR CONFORMANCE TO ASTM STANDARDS SPEC I F i ED IN THE APPROVED PL�4TE WITFi I/2" � BOLTS
CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF , „ QO R�E(',,��
COMPLIANCE '
?.T 2-O •
4 STRUCTURAL STEEL � f �I �r` •'�•s'•♦ ��
� �� I �I � � �:'�f'v A'-.,.��
„ , „ �' :�� 2 99 ���a
A ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS II/2 = i -O ,
1M-IICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH ��
SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST r' � �
EDITIONS STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION P` ����' • ����
MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. _• �r'�- t
B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT a e ° d Y
CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED � e � � �� a � d � � a 8 4 a o
, a ,
OTHERWISE a < a e a n a a a d
d° a ° n a ° d a
C STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE p M �
LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION " = � �
EXISTINC� PREGAST d- �
GONGRETE FLOOR --------------- --------------
D EXCEPT WHERE DETAILED OTHERISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS ° �
PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11 -A AND/OR AISC °SIMPLE 6�� A �
. SHEAR CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED EQUIVALENT) TO SUPPORT `'� � ° � �
LOADS INDICATED ON THE STRUCTURAL DRAWINGS WHEN LOADS ARE NOT SHOWN, SELECT �'-�" W
CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY PER AISC °MANUAL � ° NEW (2)-L6X4X3/8 W
OF STEEL CONSTRUCT ION" FOR EACH G IVEN BEAM AND SPAN. NON-SHRINK C�ROUT ° ° a SUPPORT Ah1C�LE5 Q S
' EXISTINC-� GMU AS REQUIRED ° WITH (Z)-I/2" � Q L Q
E. ALL WELDERS SHALL HAVE EV IDENCE OF PASS ING THE AMER ICAN WELD ING SOC IETY BEARING W/�LL TFiRU-BOLTS �
STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1 1 (GROUTED SOLID) ` °
� � �
F MINIMUM WELDS TO BE PER AISC TABLE J2 4 BUT NOT LESS THAN 3/16" CONTINUOUS � , � �I �
FILLET UNLESS NOTED OTHERWISE a � (4)-#5 X I'-6" EPDXY � �
G PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL , ° DOWEL 6" INTO �
STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR a °� a`a W,4LL �P�GE
LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT , ^ �
LATERAL SYSTEMS AND DECKS ARE IN PLACE. � J �
EXISTINC-� GMU W/�LL L.1
GUT EXISTINC-� OUT ° a� a
H STEEL FABR ICATOR SHALL NOT RECE IVE ADD IT IONAL COMPENSAT ION FOR SHOP AFTER INST?�LLINC� a °
DRAW I NG T I ME FOR ANY REV I S I ONS TO ERECT I ON DRAW I NGS NOR FOR ANY REV I S I ONS NEW A.NGLES a #3 TI�S /�T I'-4" X �� � J
TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS e a a ° � ° 4" � �
e a e a N �
5 NON-SHRINK GROUT ° ° a ° a
, ° (2)-#5 FULL HE I GHT � �
A NON-SHR INK GROUT SHALL BE PROV IDED. a A/� � U
1 . BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS � �° °a � � ]
2 BETWEEN BEAM BEAR ING PLATES AND CONCRE TE OR MASONRY � NEW 8" GONGRETE '
7 SUPPORTS � ° � W?.LL INFILL � � �
3 GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH � , Q �
OF 6000 PS I PR IOR TO ADD ING BU ILD ING LOADS ABOVE S�CTION ,4-,4 � ^' �
3/4" = I'-O" ° a t V
6 V1A�OD -
�
A ALL FRAMING LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN V1K)OD � ° ° • #5 X 2'-6" EPDXY- � V J W �
PRODUCTS ASSOC IAT ION AND CONFORM ING TO INTERNAT IONAL BU ILD ING CODE AS FOLLOWS DOWEL 6" DEEP INTO � � �
a a �LOOR \
2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI ° � �
2" TO 4" THICK - 6" AND WIDER NO 2 Fb = 900 PSI ° J Q
5" THICK - 5" AND WIDER NO 1 Fb = 1350 PSI � � �
NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR a a � ° ° m
TO ALLOWABLE STRESS INCREASES , o O
a a d � e 8
i d a ° a d 4
/ a � d � a a d �
B WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND � ° � a a ° ° a �
NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER) �
C PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X NpOD JOISTS �� �� � �� �
SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS Date 03-OJ-2010
IS REQUIRED
D FASTEN ALL 1hbOD MEMBERS WITH COMMON NA ILS ACCORD ING TO THE IBC SCHEDULE 3/4" = I'-O" Drawn By T)M
TABLE 2304-9.1 UNLESS NOTED OTHERWISE.
E PLY1hl�OD DECK AND/OR OR IENTED STRAND BOARD Checked By HS
1 . PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL
BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYNA�OD Project No. 8047
ASSOCIATION
2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE R@VIS1011S
AMERICAN PLYNpOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF
U S PRODUCTS STANDARD PSi , LATEST EDITION FOR PLYNbOD. ALL PANELS
WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE
WEATHER SHALL BE OF THE EXTERIOR TYPE
3 FOR FLOORING USE 3/4" T&G STURD- i -FLOOR SHEATHING GLUED AND NAILED
WITH 10D NAILS AT 6" ON CENTER A�ONG PANEL EDGES AND AT 12" ALONG
INTERMEDIATE SUPPORTS
4 FLOORS SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN
PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED
5 INSTALL SUITABLE EDGE SUPPORT BY USE OF TONGUE AND GROOVE PANELS OR
SOLID WOOD BLOCKING SUPPORTS
F LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS
Q CAPACITIES FB = 2800 PSI , E = 2,000,000 PSI , FC = 750 PSI , FV = 285 PSI .
� BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS
m RECOMMENDATIONS CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR
� 5 1 /4" WIDE MEMBERS
0
N 7 NON-STRUCTURAL ELEMENTS
rn
�'' A ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC ATTACHED TO AND/OR
3 SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND
� OTHER STRUCTURAL MOVEMENTS
. �
" B FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET
v
° ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE �
o ARCHITECTURAL DRAWINGS STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED
� v UNRESTRAINED UNLESS NOTED OTHERWISE
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REMOVE EXISTING i� , -
FIREPLP.GE THIS LEVEL � ��� . _
o �
�
OPEN TO BELOW �- �/ \�'�/ �� �
EXISTING 2X10 —, _� ,�� EXISTINC�
o FLOOR JOIST �� HOLLOW GORE
° - � FLOOR PLANKS
°O EXISTINC� __ � EXISTING GOLUMN Monroe & Newell
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� MECHANICAL SPECIFICATIONS: �
El11ERGY RECOVERY llN11' SCHEDULE� OREQUNALE �
1_ GENERAL SUPPLY FAN QATA EXHAUST FAN DATA WiNTER SUMMER HEAT RECOVERY MODULE FILTER DAT� E�ECTRfGAL DATA DlMENSIONS
a FURNlSHALL LABOR, SUPERVISiON, MATERIALS, EQUIPMENTAND FACILITIES NECESSARYTO FURNISH,FABRICATE,DELIVER,STOREANDINSTALLALL UNIT MANI�ACTURER� CAPACITY OPER � O
WORK NOTED ON THE DRAWiNGS AND/�R SPECIFIED HEREIN TAG NNJDEL NO SERVECE LOCAT(ON ESP ESP �BH OA SA OA SA °lo EFF WT {LBS) REflAARKS � �
C�M hiP C�M HP � } TYP� OA�YP� RA�YP= SI� FLA Vi PH 1 Hz L(IN) H(IN) W(tN) � t�
b THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A COMPLETE SYSTEM WEIETHER OR NOT SUCH dETA1LS ARE (�N) (IN) EAT EAT EAT EAT WNTRlSUM � � tA L �
MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE PLANS, BUT WHICH ARE OBVIOUSLY NECESSARY TO fVIAKE A COMPLETE SYSTEM, INTERIOR BEDROOM 1 VIBRATION ISOLATiON HANGERS,FLEXIBLE DUCT '� V � O �
ERV-1 RENEW�iRE-EV130 130 1/10 03 930 1/10 03 94 -20 45 95 79 PLATE 69/43 CLEANABLE CLEANA�E 70x10 9 3 120f1/60 2875 13 20 58 � � Op
EXCEPTING ON�Y THOSE PORTIONS THA,T ARE SPECiFiCALLY MENTiONED HEREW OR PLAINLY Mi�RKED OtV THE ACCOMPANYWG DRI�WIiVGS AS BEfNG LIVINGAREAS CABINET CONNECT{ONS,PB&PTCONTROLS � .� O U �
INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATIONS (/) � �tA �
� tn t/! C �
, 2 WORKMANSHiP� � � �O ? �
' a THE WORK SHALL BE ACCOMPLtSHEQ IN A THOROUGH AND WORKMAN-UKE MANNER SATISFACTORY TO AND MEETING THE APPROVAL OF THE OWNER K 1 C KS P�►C E H EAT E R SC H E�U L�f OR EQUfVALENT t 1 � � Q �
AND ARCHITECT M EC HAN I CAL LEG EN D ARE NOT NECESSARI Y USED.N LEGEND `.J � � �
UNIT MANU=ACTURER& HEATING COIL DATA ELECTRICAL DATA DIMENSIONS �
3 MATERIALS CAPACIN FEMARKS �� N X O
SERVICE LOCATIO(V � �
TAG MODEL NO_ GPM EWT(°F) �WT(°F} PD(F� W V/PH/Hz L(IN) H(IN) W(IN} —►�tnlS— HEATlPIG WATER SUPPLY oa OUTDdORAiR � � � � � U
a ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE KIND,FREE FROM ALL DEFECTS AND OF THE MAKE AND (MBH} —HwR— HEATING WATER RETURN RA RETURN AfR �L '+_� v i-�'
QUALITY SPECIFIED .0 L- fJ�
� SEACONNK3RRtS TiMN WALL MOUNTEO THERNOSTAT(hlTERIOCKED W1TH 2- —CWS— CHtLLED WATERSUPPLY sA SUPPLY AlR � � U •�
KSH-9 KITCHEN SELOW KITCHEN CABINET 8460 1 980 163 0 22 30 7 115/1 /60 92 75 3 875 18
FLO III-H84 WAY CONTROL VALVE —CWR— CHILLED WATER RETURN EA IXHAUSTAIR Q� J U �O �
4 SITE WSPECTION Q �y N
a CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILiARIZE HIMSELF WITH THE WORKING —sMS— SNOwn,te�TSUPPLY RAD RERIRNAIRDAMPER � cZS � � � �
CONDITIONS&EXACT NATURE OF THE WORK � —s�— SHOwMt�rt�7[�Rtv SAD SUPPLYAtR DAMPER •� � Q � � �
b SUBMlSSION OF A BID ACKNOWLEDGES FULL RESPONSIBiLITY FOR FURNISHiNG A COMPLETE AND FUNCTIONAL SYSTEM E X H e�►U S T F�►N S G H E D U L E� OR EQUIVALEN —RFS— RADIANT FL40R SUPPLY sc SUPPLYGRILLE � V
� c_ NO CHANGES IN CONTRACT WILL 8E MAQE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO � �s- W �t�
—RFR— RADIANT FLOOR RETURN RG RETURN GRILLE W }' W �
THOROIiGNLY MAKE THE EXAM4NAT(ON_ ELECTRICAL DATA NOISE
tJNIT MANUFACTURER& T07AL FAN OPER —G— GAS TG TRANSFERGRiLLE N J = �
SERVICE LOCATION TYPE E5P(IN) LEVEL REMARKS
, 5 CODES AND PERMITS TAG B/pDEL NO CFM RPM �( V/PH/Hz (SONES) � tLBS} —MPG— MEDIUM PRESSURE NATURAL GAS so SUPPLY DIFFUSER � W � j �
a A�l.MECHANICAL EQUIPMENT, INSTALLATION, ETC, SHALI.CONFORM TO TNE 2009 IMC&2009 IECC CODES AND ORDINANCES AS INTERPRETED BY THE —O P1PE RISER rt� RETURN DIFFUSER "��
TOWN OF VAIL BUILDING DEPARTMENT � PIPEDROP TD TRANSFERDIFFUSER U V U � p
EF-1 PANASQNIC FV 08VF2 POVWER ROOM POWDER ROOM CEILING 60 956 Q 25 24 3 120/1/60 0 8 12 INTER�OCK WITH WALL SWITCH,INTEGRAL BACKDRAFT DAMPER
b CONTRACTOR SHALL OBTA(N AND PAY FOR ALL PERMITS ANd INSPECTtONS ^ P I P E T A K E O F F(F R O M B O i T O M O F M A I N) Q T T H E R M O S T A T � � � _
, c COPIES OF ALL PERMITS AND I NSPECTIDN REPORTS SHALL BE SUBMITTED TO THE ARCHITECT —� FIFE TAKEOF�(FROM TOP OF MAIN} � � � d' Q
E F-2 P A N A S O N I C F 1(-1 1 V F 2 B U N K B A T H B U N K B A T H C E(L I N G 9 4 1,0 0 0 0 2 5 3 3 2 1 2 0/1 /6 0 1 5 1 2 I N T E R L O C K W l T H W A L L S W[T C H,i N T E G R A L B A C K D P.A F T D A M P E R Q s SENSOR(CALL OuTON DRAWtNGS} U � �
—3 PIP EWD CAP � � � dj—
6 A a CONTRACTOR SHAL�PROVIDE A COMPLETE SET OF AS-SUlLTS DOCUMENTS WITH ALL CHANGES NOTED THEREON AT TNE COMPLETION OF THE —� PIPE CONTINUATION � FiRElSMOKE DAMPER (� � Q d�„ �
-�_���
PROJEC�'AND PRIOR TO FINAL ACCEPTANCE AND PAYMENT EF 3 PAlVASC�NIC FV-10NLF9 BATH 2 SATH 2 lNUNE 80 1,590 0 40 36 0 120/1/60 1 0 14 lN7ERLOCK WITN W.4ZL SWITCN,INTEGRAL BACKDRAF7'DAMPER = PiPF��tNS10NGU�DE FIRE DAMPER L �
��F-- PIPE UNION �-�—�- � X
7 GUARANTEE —�� PIPE ANCHOR O}---t- MOTOR OPERATED DAMPER(MOD) �
�l�—� m
' a CONTRACTOR SHALL UNCONDtTtONAIL�f GUARANTEE ALL LABOR AND MATERtALS ON ALL WORK AGA4NST DEFECTS tN V�3RKMANSHIP AND MATERIALS FIEXlBLE PIPE CONNECTION �UAL BALANCtNG DAMPER O
FOR A PERfOD OF ONE YEAR AFTER COMPLETfON Ai R D EVi�E SC H E D U L E OR EQUIVALE �
--�— PIPE EXPANStON JOINT
POINT OF NEW GONNECTiON _,,,.,, CHANGE OF ELEVA'iION
8 SUBMITTALS NIAX � (D)DROP (R)RISE
UIVf7 MAIVUFACNREl�& MOlJN77NG FRAME ---�Cj� PLUG vA�vE
a CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEV(CES SFiALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW(SIX COPIES OF EACH) USE STYLE FINISH SOUND REMARKS FLEXIBLE DUCTCONNECTION
, TAG M�DEL NO LOCATfON TYPE
' 9 COORDINATION LVL(NC} � C��V��E � TURNING VANES IN 90°ELBOW �p,0� RE�/ST
a THE DRAWiN�S ARE DtAGRAMMATlC AND fNTENDED TO SHOW SCOPE SIQE1i1iALU CQOR� Vill 0 � H� cc
A TITUS-CT580 SUPPLYIEXHAUST LiNEAR BAR DiFFUSER 1 25 ALUMINUM CONSTRUCTION SEE DRAWINGS FOR l.00ATIONS,SIZES,AND SPECIFIED C=MS --}�^,}— BAl.ANCiNGVALVE DUCTSIZESARE NETFREEAREA �,
' b THE CONTRACTOR SHALL COORDINATE HfS WORK WITH OTHER TRADES TO PROVIDE BESTARRANGEMENT OFALL DUCTS,PIPES,CONDUIT, ETC. CEILING ARCH ��?? 1ST NO.IS DUCTWIDTH. �� O -o Q
--�^-- FLOW REGULATOR VALVE 2ND NO.IS DUCT DEPTH
iQ CUTTING ANQ PATCFlING B TITtlS-350FL EXNAUST CEtLING 3/4"35°SINGLE � COORD WI 25 ALUMINUM CONS7RUCTtON SEE DRAIMNGS FOR LOCATtONS,StZES,ARlD BPEClFIED C�MS —1\}— BUTTERFLY VAIVE � .
QEFLECTION GRILLE ARCH � SECTION THRU ROUND DUCT �
a ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE(NEW OR EXISTfNG)SHALL BE PROVIDED UNDER OTHER SEGTIONS OF THE WORK --�— PRESSURE REDUCING VALVE �
b PROVIQE NECESSARY RE(�U(REMENTS TO THE PROJECTSUPERINTENDENT �4 � SECTIONTHRUSUPPLYAIRDUCT �p���'� ��,���
c_ X RAY SLABS PRlOR TO C�R1N� --(�G}-- 2 WAY�OMROL VALVE � ,�SS� E�G
' 11 C�EANUP B l�L� H E�►T E R S C H E D U L E SECTiON THR11 RENRN/IXHAUST A1R DUCT ONAL
I OR EQU IVALENT —C� 3-WAY CONTROL VALVE
a U P O N C O M P L E T l O N O F T H E W O R K U N Q E R T H I S S E C T i O N,T H E C O N T R A C T O f�S H A L L R E M O V E A L L S U R P�U S M A T E R{A L S,E Q U I P M E N T A N D D E B R I S E L E C T R I�A L D A T A � RoUND DUCTTUR{J DOWN
UNIT MANUFACTURER& SIZE 4-WAYCQNTRQLVi4LYE
INCIDENTAL TO THIS WORK AND LEAVE THE PREMISES CLEAN AND ORDERLY TAG NODEL NO SERVICE LOGATION ��N x IN) B��B yN V/PH/Hz REMARKS � � SUPPLYDUCTTURN DOWN
92_DUCTWORK DIFFERENTIAL BYPASS VALVE
� RETURN/EXHAUST DUCT TURN DOWN
' a QUCTWORK SHALL BE FABRiCATED ANa INSTALLED tN ACCORDANCE WlTH THE 20091NTERNATlONRL MECHANICAL CODE AND SMACNA STANDARDS BH-1 NUTONE 9422P MASTER BATH MASTER BATH ���75 X 2 BR40 545 0 120 I 1 !60 INTERLOCK WfTH 60 M!N TfMER SWITCH STRAINER �cF�ns �
b DUCTWORK SHALL BE GALVAN(ZED STEEL GAUGES TO MEET SMACNA STANDARDS DUCTWORK S1ZES INDICATED ARE FREE CLEAR DIMENSIONS 10 25 � � � NECKS¢EU SUPPLY REGISTER/DIFFUSERtLOWER e
I c ALL DUCTWORK SHAL�BE INSULATED CONSISTENT WfTH THE REQUIREMENTS PER SECTION 604 FOR THE 20031 M C � NATURAL GA5 PRESSURE REGULATOR cFnn�n �URN REG�5TER/DIF�USERILOUVER
�, d ALL DUCT JOINTS SHALL BE SEALED AIR TtGHT WtTH RCD CORP #6 MASTIC ADHEStVE tMTH VERSA GR(P OR MESH ��� � ���5«�� ��
� e FLEXIBLE DUCT USED FOR CONQITfONED AIR SHALL BE U L APPROVED,VINYL COATEQ,WIRE REINFORCED FlBERGLASS,WITH MAXIMUM --� AIRVENT cFM� p�51DEAIRREGISTERtDIFFUSERlLOUVER �
�' CONDUCTANCE OF 30 AND A MAXIMUM LENGTH OF FIVE FEET NECKSIZE �
-� PRESSURE-TEMP,7AP CF�M-E� �USTREGtSTERtDtFFCiSERlLOtNER �
� f CLOTi-4ES DRYER VENT EXNAt1ST DUCTWORK SHALL BE ALUM4NUM DUCTWORK SHAL�N�T BE�ONNEC"CED OR INSTALLED W4TH Sl-tEET METAL NECK s��-/
SCREWS OR OTHER FASTENERS THAT WI�L OBSTRUCT THE EXHAUST FLOW TERMINATE WfTH A WALL GAP 1MTN A BACK DRAFT DAMPER SCREENS -0 PRESSURE GAUGE �-�-CFM D04R UNdERCUT �
ARE PROHIBITED �
g DUCTWORK SHALL 8E S#ZED AT A MAXIMUM VELOCITY OF 1,OOQ FPM!08"PRESSURE DROP PER 900 FEET "-� m���M�� A (A)SECTION CUT LINE
h EACH MECHANICAL VENTILAT[ON SYSTEM(SUPPLY AND/OR EXHAUST)SHALL BE EQUIPPED WITH A MEANS OF SHUT OFF WHEN VENTILATION!S NOT ��� (B)SHEET SHOWN ON �
REQUIRED,AND BACKDRAFT DAMPERS WH(CH CAN BE CLOSED ON FAN SHUTDOWN SHALL BE PROVIDED FOR AIR INTAKES AND/OR DISCHARGES Pc. PLUMBING CONTRACTOR �
i. CLEAN OUT ALL DUCTS PRiOR T�SUPPLY AND RE7URN GRILLE iNS7ALLATION M_c MECHANICA�CoNTEtACTOR � —
E C ELECTRICAL CONTRACTOR � Q
13 I NSULATION A H J AUTHORITY HAVING JURISDICTION � Q
a INSULATION SHALL BE U L LISTED IN COMPLIANCE WITH FLAME-SPREAD RATING OF NOT MORE THAN 25 AND SMOKE DENSITY NOT EXCEEDING 50,PER 2 WAY CONTROL VALVE, �
THE UNIFORM MECNANICAL CODE tNSTALLAT(ON SHALL BE tN ACCORDANCE WITH UMC REQU(REMENTS NORMALLY CL�SED�R OPEN � � �
b WRAP ALL CONCEALED, ROUND AND FLAT OVAL SUPPLY&OUTDOOR AIR INTAKE DUCTS W/1'/2"THICK,_75 LB PER CU FT DENSITY FIBERGLASS AS REQUIRED TO PREVENT � ^'
INSULATION WITH VAPOR BARRIER(MINIMUM R-VALUE=4 0 AT 75°F MEAN TEMPERATURE)_ 112"TNICK fNSULATION MAY BE USED IN AREAS OF TIGHT FLOW THRU COIL WHEN � � t.�
��E A R A N C E O R A S N O T E D D E-E N E R G{Z E D SEt�UENCE OF OPEI�ATION. Q
c ALL CONCEALED HWS&HWR DiS7RIBUTION PIPING SHALL BE fNSULATED WlTH ARMIFLEX TYPE INSULATION TO MINIMIZE UNCONTROLLED HEAT LOSS �-RETURN
INTO THE SUiLDING ALL EXPOSED PIP(NG SHALL BE INSULATED WITH 1-1l2"TNICK FIBERGLASS fNSULATfON WfTH AU.SERVICE JACKETING I �I
KSH-1 f'�
14 HEATING PIPING COIL W � v
a HERTING HOT WATER PIPING 2'h° INCHES AND BELOW SHALL BE TYPE"L"COPPER, HARD DRAWN,WfTH Wf20UGHT COPPER SWEAT FITTINGS JOfNTS KSH-1 SHALL BE CONTROLLED BY A WALL MOUNTED THERMOSTAT ON A CALL FOR � U
SNALL BE SOLDERED WITH 95-�OR 51LVER SOLnER_ NEAZING,THE 2-WAY GONTt�OL VALVE SHALL OPEN TO QROV{DE HEAZ�NG WATER TO
b VALVES SHALL BE CRANE,WALWORTH, NIBCO, STOCKHAM OR EQUAI, SERV�CE PRESSURE SHALL BE AS REQUfRED VALVES SHALL BE SUITABLE FOR �---SUPPLY � THE COIL ONCE HEATING WATER IS FLOWING THROUGH THE COIL,THE FAN SHAL�
SERVICE INTENDED � AUjOMAT(CAL�Y START_ �NCE THE HEATING CALL fS SATISF(ED,THE 2-WAY CONTROL Q �I
c PROVlDE HANGERS, SUPPORTS AND INSULATiON SADDLES AS REQUIRED AND PER ANSI REQUIREMENTS PLUMBERS TAPE AND WIRE ARE NOT VALVE SHAL�CLOSEAND THE FAN SHALLSTOP � �
ACCEPTABLE GRISWOLD"ULTRA 2" �
d PIPING SHALL BE SIZED AT A MAXIMUM PRESSURE DROP OF 3 5 FT PER 100 FEET&4 FEET/SEC VELOCITY COMBINATION BALL SHUT-OFF R-W ERV-1 � � >
e CONTROL VALVE Cv RATINGS SHALL BE SELECTED AT A MAXIMUM PRESSURE DIFFERENTIAL ACROSS THE VALVE OF 2 PSI AND FLOW CONTROL VALVE � �
15 REFRIGERANT PIPING IN AREAS OF TIGHT CLEARANCES, R-W/21S ACCEPTABLE ERV 1 SHALL BE GONTROLLED BY A PERCENSAGE TIMER AND NVO PUSH BUTfON � �
� CONTROLLERS THE PERCENTAGE TIMER SHALL BE LOCATED IN THE LOWER LEVEL ��
a REFRIGERANT LINE SETS SHALL BE�URNISHED BY THE CONDENSING UNlT MANUFACTURER AND BE PRE-INSULATED tA/pV �+ w;^ n q �± q FAMlLY ROOM ONE PUSH BUTTON CONTROLLER SHALL BE LOCATED IN BATH 1 AND �
b REFRIGERANT PIPING CONNECTIONS SHALL BE BRAZED WtTH 15%SILL FL05S-PURGEPIPIiVGWiTH NITROGEN WHILEBRAZWG 2�Y V�1 i L���, ����1tl V V�t�V�ti� RA►DIUS EL601�/ DETAIL THE OTHER SHALL BE LOCATED 1tV THE MASTER BATH F{NAL�OCAT(�N OF ALL �
c PROVIQE HANGERS, SUPPORTS ANQ INSULATION SA�DLES AS REQUIRED AND PER ANSI REQIlIREMENTS PLUMBERS TAPE AND WIRE ARE NOT CONTROLLERS SHALL BE APPROVED BY THE ARCHITECT �
• ACCEPTABLE NO SCALE NO SCALE
d REFRfGERANT PIPING INDICATED IS SCHEMATIC ONLY. SIZE P{PINGAND DESIGN THEACTt1ALP1PINGlAYOUf,INCLUDING�ILTRAPS,DOUBLE RISERS, � �
SPECIALTIES, AND PIPE AND TUBE S(ZES,TO ENSURE PROPER OPERATION AND COMPLtANCE WITH WARRANTiES OF CONNECTED EQUlPMENT
e EVACUATE THE ENTIRE REFRIGERANT SYSTEM WkTH A VACUUM PUMP TO A VACUUM OF 500 MICROMECER FOR A PERIOQ OF 12 HOURS PRIOR TO
CHARGING
16 TEMPERATURE CONTROL DEVICES
a THERMOSTATS SHAL�HAVE NUMERIC SET POINTS!N°F,ADJUSTABLE SETPOINT STOPS AND SHALL BE MOUNTED AT 54"ABOVE FINISHED F�OOR
ADJACENT TO THE ROOM'S LfGf-iT SVNTCH_
17 BEFORE STARTING ANY WORK,THE CONTRACTOR FOR THfS S�CTlON OF THE WORK SHALL EXAMWE A COMPLETE SET OF DRAWfNGS FOR ALL TRADES,
iNCLUDING ARCHITECTURAL, STRUCTURAL, HVAC, ELECTRICAL, F1RE PROTECTION AND PLUMBING DIMENSIONS,SFACE REQUfREMENTSAND POINTS OF
CONNECTION TO ALL EQUIPMENT SHALL BE VERIFIED,AND ANY MINOR ADJUSTMENTS NECESSARY TO AVOID CONFLICT WITH THE BUILDING STRUCTURE AEC PROJECT#: 10013
AND THE WORK OF THE OTHER TRADES SHALL BE MADE GONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF ANY MAJOR CONFLICTS OCCUR
18 COORDINATE LOCATI�NS OF ALL ROOF AND EXTERlOR WALL OPENINGS WITH ALL RELEVANT TRADES,AND PROVIQE WATERTIGHT FLASHINGS WNEREVER DATE� 1SSUE'
PENETRATIONS OCGUR EXACT LOCATIONS ANQ SIZES MAY BE DEPENDENT UPON EQUiPMENT SELECTIONS,COORDINATE SIZES AND LOCATIONS OF ALL
OPENINGS WITH APPROPRIATE EQUIPMENT REQUIREMENTS O4-19-10 PERMIT
19 PERMRNENT ACCESS TO EQUIPMENT SHALL BE PROVIDED,AND A MINIMUM OF 3Q"CLEAR WORKING SPACE IN FRONT OF ACCE55 PANELS TO THE
COMPRESSOR, BLOWER ASSEMBLY AND AIR FILTER SECTION OF 7HE EQUiPMENT SHALL BE PROVIDEQ BY GENERAL CONTRACTOR
20 ALL EQUIPMENT SHALL BE SECURELY FASTENED i0 THE BUILDING STRUCTURE WITH CODE APPROVED VIBRATtON ISOLATORS
29 EACH PIECE OF EQUIPMENT AND ALL SYSTEMS SHALL 8E ADJUSTEQ AND RE-ADJUBTED TO lNSURE PROPER FUNCT{ON OF ALL CONTROLS,MAINTENANCE
OF TEMPERATURE,ADEQUACY OF FLOWS ANQ CAPACITtES, ELIMINATION OF NOISE AND VIBRATION,AND SHALL BE LEFT IN PROPER OPERATING
CONDITfON
Drawn By Checked By
' 22 �EST&ea�ve�rv� EDR AEC
a THE ENT(RE HEATWG AND VENTILATING SYSTEM SHALL BE BALANCED 8Y AN lNDEPENDENT CERTIFIED TESTAND BALANCE COMFANY.
b 5 COPIES OF THEIR BALANCE REPORTS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEWANDAPPROVAL
c ALL REQUIRED RE-SHEEVING AN�ADJUSTtNG OF EQUIPMENT SNALL BE MADE BY THE TEST&BALANCE C�NTRACTOR HVAC
', d ALL FINAL MEASURED CAPACIfiIES SHALL BE WITHIN 10°lo OF THOSE INDICATED ON THE PtANS
23_THE GENERAI CONTRACSOR SHALL FtSR�41SH&IfVS�CA�t A�L OF THE REQt3VREQ ACCESS PANE�S IN THE DRYWALL CEI�ffVGSTO GAfN SERVtiCE ACCESS TO LEGEND�
, THE EQU(PMENT
24 ALL EQUIPMENT SHALL SE tNSTALLED ACCORDING TO THE MANUFACTURER"S INSTALLATION OPERATION&MAIN7ENA1dCE MANUALS RECOMMENDATIONS S CHEDULES 8�
ESPECIALLY FOR SERVICE CLEARANCES
25 FILTERS
a SHALL BE U L RATED AND APPROVED S�EC�
b PRESSURE DROPS SHALL NOT EXCEED 10"STATIG PRESSURE
SCALE 1/4" = 1'-0!'►
27 ELECTRICAL CONNECT{ONS
a UNLESS OTH�RWISE INDICA7�Q ALL MAGN�TiC MOTOR S'fAR��RS,THERMAL OVERLOADS,LOW VOLTAGE TH�RMOSTATS,CONTROL RELAYS,
CONTROL TRANSFORMERS AND SOLINOID VALVES SHALL BY FURNISHED BY THE MECHANICAL GONTRACTOR
L�_PROVtDE MOTORB AND EL�U{PNIE(titT�OR O{VLY T1-IOSE CtlRRENT GHARACTERtSTICS{f�DICATED ONTH�DRAWtNGS
c IT IS THE INTENT OF THIS DIVISION TO REQUIRE A COMPLETE SYSTEM PER THE CONTRACT DOCUMENTS
d COORDINATE ALL EQUIPMENT REQUIRfNG ELECTRICAL POWER, REGARDLESS OF VOLTAGE,IMTH OTNER TRADES,SO THATALL SYSTEMS ARE •
COMPLETE AND OPERATtONAL
e ALL SWGLE PHASE MOTORS, STARTERS AND DiSCONNECTS PROVI�ED BY MECHANICAL CONTRACTOR AND WIRED BY THE ELECTRICRL CONTRACTOR 1 Of 3
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RECONNECTlON IS UNFEASIBLE,CAP DUCT_ � � � O
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1 ALL DUCTWORK DIMENSIONS ARE SHOWN INSIDE TO INSIDE � � �
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2 ALL INTERIOR SUPPLY AND RETURN DUCTWORK SHALL WCLUQE 1" 1 O � � O U �
LINER UNLESS OTHERWISE NOTED ALL OUTS(DE AIR INTAKE AND M2.1 � � .N �
ROUND DUCTWCIRK SHALL BE WRAPPED WITH 1 5"THICK INSULATf�N 20 = � t/! � '�'
UNLESS OTHERWISE NOTED WHERE REQUIRED,ROUI�D DUCTW'ORK Q � � � ~
SHALL BE UNWRAPPED WHERE IT PASSES BENEATH BEAMS TO MINIMIZE •N � Q �
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3 ALL ROUND DUCT CONNECTIONS TO ROUND DUCTWORK SHALL BE ' $��� o � E � U � � -� � �� � � C�
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4 ALL DUCTWORK PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL � N J V 'd' N �
INCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE ASSEMBI.Y ` � � i� � �E � � a N � U
� � i'� R O C) i�,l� 1 1 8"f�S OA i� 6"RA � R� ( n!���;�GYP �� � � � � �
5 COORDINATE ALL ACCESS PANEL LOCATf�NS WITH THE ARCHITECT � �- L� f BD 4ti�ITH � V 0
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'� � 6"0 EXHAUST FROM KITCHEN HOOD BELOW&8"0 EXHAUST FROM ' � �� ' � � '� k � � �� � � f U � �
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ERV-1 UP IN THE ABANDONED CHIMNEY TERMINATE BOTH DUCTS IN �� �� I�� ,�'� , �-�.-, � ,r � �� ExIST GYP � �� � � � � �
, � � � w_ � , � �...��. ,�'� �`�.� E����� �( � � � � � / � � � , � � i 8D � ITH 3i � Q � �—
� THE SIDEWALL OF CHIMNEY WITH WALL CAPS 2 ABO�lE THE ROOF � �-_„ „f�5''Q� �� � � ���� i � � r�G�,��F�r� � � d�
� � o�t � ��� 30-S A 12 .� i--���`- i � riiR�ORE� � � GO
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� � 6�Q��A �IN$TF�LL`5"FRESFi'/RIR DUCT 2X12 � O
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OROUTE 4"DRYER VENT UP INTO ATTIC SPACE IF POSSISLE,CONNECT �� � ���,�«1! L�{� i _��- f ` � FJELD TILE �
TO EXISTING DRYER TERMINAT(ON CONSULT IMC 2009 SECTfON S T `� D Y � 1 I 6� i , i r� , �
504 6 4 OR CONTACT ENGINEER TO VERIFY THE DUCT LENGTH IS � ,, , , , , , ,; _ „ ,, , �� � �- � � �� � I ,,_„� � p.PO� REG/ST
ACCEPTABLE � / o S s = �� ~ O p O H
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CHIMNEY AS SHQWN CUORDiNRTE RC�UTING W1TH CABiNETS ��f ' $�� g_ � i � E
' KITCHEN HOOD EXHAUS7 SHALL NOT EXCEED 400 CFM ! _ _ � / �6 � � � �\ O s C� ����
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O INSTALL KSH-1 BELOW CABlNET REFER TO MANUFAC�URER S � ! { O S�ONA�E�
, INSTALLATION INSTRUCTIONS CONNECT EXISTING HWS&HWR � U
PIPWG TO THE HEATING COIL REFER TO COIL PIPING DIAGRAM ON �•(E-�•- g �...� �.
SH�ET M1 0 PROVIDE ACCFSS PANEL IN CABWET �J � \ \ ��' �z .,�-'`' `�=�., `'
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O 6°0 KITGHEN HOOD EXNAUST UP 5"QJ FRESH AIR SUPPLY DOWN 1 ,� f� ,; 3 �,
� y � � � � � s � � � R ;, ., .1 ,` � ECT! �V 1
O7 CONNECT EXHAUST FAN TO EXISTING EXHAUST DUCTWORK S O ■
�8 RELOCRTE 9'OF THE EXISTiNG 18'BASEBOARD HEATER AS SHOWN SCALE �"=1'-0" �
RE-PIPE&RELOCATE THERMOSTAT(C CONTROL VALVE AS NORTH �
NECESSARY FOR THE 3 LIVING ROOM HEATING ELEMENTS TO REMAIN � �
A SiNGLE ZONE. INSTALL AIR VENTS IN ALL H1GH POINTS A5 ����� ����L ���� ���� �
REQUIRED IF RELOCATION IS UNFEASIBLE, INSTALL TWO NEW 9'
BASEBOARD SECTIONS AS SHOWN ELEMENT&ENCLOSURE SHALL SCALE: 1f4"=1'D" �
MATCH E?CISTING Q
aD � �acEr� T ur� ► �
a 5"0 FRESH AIR SUPPLY FROM ABOVE �������q����D� �
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10 WSTALL SUPPLY GRILLE IN BOTTOM OF SOFFIT,CENTERED ON WALL � �
11 NOT USED — � �
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a'i2 CENTER SUPPLY GRiLLE ABOVE THE BATHROOM DOOR �
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14 INSTAL�SUPPLY GRILLE WITH CENTER AT 4"BELOW FINISHED � r ,
GEILI�IG �
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15 CENTER EXHAUST GRfLLE ABOVE BATHROOM DOOR �
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16 CONNECT EXHAUST DUCT TO EXlSTING EXHAUST DUCT W THlS AREA /� �� �
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1� ROUTE 5 EXNAUST QtlC�t1P IN30 POWDER RflOM WALlABaVE
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� �'f�' �. ; <T �T:'��� (E}86 i�
SERVED THE TUB ROOM � �
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19 24 X 12 ACCESS PANEL(S REQUIRED W THE CEILING TO SERV[CE � ('�j � � � E gg I �
EF� �, � � � � � i°�� g BB (��'���������� a 1� � _ti
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20 8"WALL CAP WITH B1RD/(NSECT SCREEN SUITABLE FOR OUTDOOR AiR , t-. � ( �
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INTAKE COORDlNATE F►NlSH WtTH ARCHITECT o �� f�,_ BB g � � � � � `� �� 9 tt� �
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ELECTRICAL SPE�IFICATIQN� r
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A. General Requirements � U � o �
� SCOPE Furnish all matenats and labor required o execute this wortc "�� SHOP DRAWWGS AND SUBMITTAL� � � .O (� �
PAN E L L L as�nd�cated on drawmg and as specified, as necESSary to complete the q Contractor shall submit shop drawmgs for eng�neer review and approval � � N C �
contract Electncai work shall�nclude, but not limteri to,these ma�or
PROJECT: LAPIDUS ENGINEER: CTL {�e�s � �O � O
B Shop drawing submittal shall inc(ude t , L Q
PROJECT#: 10013 � � I VOLTAGE: 120/208V, 1 P, 3W A Complete wiring system for new hghting and power as shown, 1 L�ght�ng fixtures v N �' �� �
MOUNTtNG: RECESSED � � MAtNS: 't00A MLO includ�ng new panelboards, new�onduits,n�wv�nes,newwinn� 2 Panefboard{sj � � � r y�
TYPE:QO RESIDENTIAL I AiC: 10K devices, new control dev�ces, etc for a compiete ight�ng and � �� N ta U
PHASE PHASE and power system 13 CONDUIT AND WIRE 'L, � � � V-—
DESCRIPTION A B BKR P CIR CIR P BKR A B DESCR(PTION A COND�IGTOR S)ZES AND TYPES- Use onfy coppervv�re,60avoit v � V� �ttT
a Complete feeder(s)mstaliation as required br new and/or insulat�on,stranded in sizes#8 and larger,solid in s¢es#10 and (U J V �t 0 �
electncal apparatus as shown on single hnediagram and Q �y N �
KffCHEN RECS 15Q0 20 1 1 2 1 20 800 KITCHEN LITES smailer Control wiring shall be#14,st�anded In s�zes#1 and � � U
� LfVING RM RECS 900 20 1 3 4 1 20 450 LIVlNG RM LITES drawings smaller, use types TW,THHN or THW In s�zes largerthan#1,use °'� � �f o0 N
LIVING RM/ENTRY RECS 900 20 1 5 6 1 20 500 DINING RMI ENTRY LITES b e omplete branch circu�t winng required for the connection of THW or XHHW Use type THHN for wires entering or pass�ng .� V � Cfl op t[x
mergency lighting and exit signs to exist�ng emergency stand through fluorescent lightmg fixtures •L � �
DINING RM RECS 360 20 1 7 8 1 2Q 500 MASTER BDRM LITES by power system B MC cable perm�tted per local codes W �J �O
MAIN LVL BATH RECS&LffE 410 20 1 9 10 1 20 660 S T U D Y/H A L L L I T E S � W � � �
MASTER BEDRM RECS 900 20 1 11 12 1 20 300 �OFT BEDRM LffES 2 Complete provis�on, installafion and connect�on or 6ghting fi�ctures, 14 ELECTRIGAL DEVICES =
L O F T B E D R M R E C S 9 0 0 2 0 1 13 14 'l 20 a SPACE e x i t s�g n s a n d l a m p s a s speci f ie d an d as s hown on dravv�ngs A Conventence receptacies wdl b�20 amp,eomme�ia[grade � � � r Qj
STUDY RECS 1080 20 1 15 16 1 20 9 750 FRIDGE 3 Fire alarm system w�ll be by electrical contractor decora style Fmish per owner or architect All dwelling un�t '{"' U N O C
rece tacles to be tam er-resistant er NEC 40611 V �C •V � �
STUDY/HAL�RECS 1080 20 1 17 18 1 20 1500 DISHWASHER 4 Complete connection of HVAC/Plumbing motor{s)waterheater{s), P p p � � � O �
� MASTER BATH RECS& LITES 840 20 1 19 20 1 20 1500 DISPOSAL equipment, etc furnish by mechanrcal-refer to bcth electncat and B Lrght sw�tches wdl be 20 amp,commercrat grade, :'�' V � � �
STUDY BATH RECS & LITES 500 20 1 21 22 1 20 1500 MIRCOWAVE and mechanical drawing for scope and work and�dditinal infor- decora style Fmish per owner or arch�tect .� q� � �—
SPACE 0 2� 24 1 20 1200 U/C FRIDGE mat�on U � Q � {�
� WASHER 1500 20 1 25 26 1 20 1200 HOOD C D�mming switches wiU be a m�nimum of 600W or as noted L �
Provrde decora style,finish perownerorarch►teck � O
DRYER 2500 30 2 27 28 0 SPACE 5 Prov�de graunding and bondmg Faalities
D All mount►ng heights wdl conform to ADA guidelmes Typ�cal receptacle m
'� 2��� 29 30 0 SPACE heights will be+18"AFF and switch he�ghtsw►11 be+46"AF�
6 Camplete all electrrcal demolrtron as reqtr►red_ unless nated othennnse Q
0 p
� � 7 Core drilling and patching of ex�st�ng bwlding sfructure reqwred for
E Provide GFI type receptacles at kitchens,bathrooms, 0-
� 4 � electncai work Core dr�lf�ng shatt fofiow 8uttd�ng Standard procedures ga�ages, exter�oc ete as requtted tiy code
� 0 and contractor shal!have wr�tten approvals from buddmg owner pno� 15 SUPP�RT
', � 0 to start of any work. A Support all electncal equipment�ndependent af accessible ce�Ungs as ����ST
8 Test of entire system and work. required by NEC �� ' H
G Z O
L�AD CALCUTATt�N SUMMARY I NOTE: PROViDE ARC-FAULT CtRCUtT iNTERRUPTER,COMBIIdATION-TYPE CiRCUtT BREAf�CERS F�R BRANCH 9 Operating, Ma�ntenance and ident�ficat�on instructqns manua(s,if 16 ELECTRICAL BOXES * 4 � *
, CIRCUITS SUPPLYING ALL 120V POWER OUTLETS EXCEPT N KITCHENS, BATHROOMS,AND GARAGES anY- A At fire rated watt,space etectr�cai boxes at opposite sides ofthe wall .o r
� no less than 24"horEZOnta!distance 'p `�✓� �� ��
� PANEL FED FROM 900A2P CIRCU178REAKER , 10 PERMITS AND FEES- Obtain and pay for all necessary permits,mspe� g �/hen hone TV& ower rece tacles are shown on 1an next to each other ��F " (� ���
� t�ons, examrnations arrd fees or charges necessarv for executron and P � p p p `sS�ONAL E�G
CALCULATED POWER FACTOR: t � � completion of electrical work Locate respective receptacles next#o each other on site with no more
0.99 � � than 1°separating cover plates
CONNECTED LOAD CONNECTED AMPS DEM�4ND LOAD DEMAND AMPS 11. REGIlLATIONS AND CODES
APPLIAN�ES 8950 ( 43� � 6,'13 32 A Apphcable codes Nat�onal Electric Code{2D08)
I LlGHTiNG& RECEPT. 12580 60 � 6353 31 Conform to the prevailing edition and amen�ments thereto of the
� MECHAN(CAL 1200 7 1500 8 Town of Vaif Elecfrical Code, pert�nent NFP4 publi�ations
KfTCHEN OVEN& DRYER 5000� 24� 5000 24 and to the reqwrements of Federal, State or other City agenc�es �
' TOTAL 4 27730 j 134 � 4 q g,gg 95 having�unsdiction
'�, I I ! I I I I I ��
�� �
, Lap'rdus �
�
Demand Load Calcutations W
� �
', GE�lE�►� iV�TES. (PerNEC Articte 220 Parts Ftf� �
I �
� �
1 RE-USE EXlSTtNG PANELS AND ELECTRtCAL EQUtPMENT Wl--IERE FIELD o
CONDITIONS PERMIT CONTACT ENGINEER WITH ANY EQUIPMENT F I Quant� Vo(t-Am s Demand Totat A �
REPLACEMENT ISSUES General ( i � � Q
, Qwellin unit S uare foofa e 2300 ' � �
2 COORDINATE AL�CONNECTION LOCATIONS WITH ARCHITECT PRIOR TO Gener�l�Lighting{1st 3 KVA 9000 SF X 3 X � 'i00% = 300Q � �
ROUGH-!N Gener�l&Li htin Remainder 1300 SF X 3 X � 35% = 9365 � �
�
I I I f �
3 COORDtANTE ALL MECHANICAL CONNECTIONS WITH MECNANICAL Kitchen � � � � � �
PLANS PRIOR TO ROUGH-IN �
Sma(t�p�t�ances 2 EA X � 15�0 X 75°!0( = 225Q �
4 COORDINATE ALL ACCESS PANEL LOCATIONS WITH THE ARCHITECT. Refirigerator 1 EA X 1750 X 75% = 9 313 � �
Dishwasher 1 EA X 1500 X 75% = 1925 �
q p� (Oven/Range Refab(e220.19 � 1 EA X 4200� X j 1Q0% = 4200 �
�x��� !�,� {Dis osal 1, EA X 15001 X 75%� _ � 1125 � J
_ � � � —
PR0.IECT: LAPIDUS ( ti ENGWEER: CTL ( I �
PROJECT#- 10013 VOLTAGE: 920/208V, 'iP, 3W Laund &S a A tiances ' � (
MOUNTiN�: RECESSED MAINS: 100A MLO ' o _
�Clothes Washer 1 EA X 1500 X 75/a - 1125 � W �
TYPE:QO REStDENT1AL + j + AIC: 90K Clothes I3ryer 1 EA X � 5�06 x �oo�io = saoo �
PHASE PHASE �
� DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION �
Mechanical E ui ment � �
(FutureAir Conditioning Unit 1� EA X 3'f 2Q( X 925% = 3900 �
., ENTRY/STAIR RECS 1080 20 1 1 2 1 2Q 80Q FAMiLY RM& ENTRY LITES �Heate�s BH-9,KSH-1 1 EA X 535 X 104% = 535 �
LOWER FAMILYRECS 1D80 20 1 3 4 1 20 500 BEDRM 2 LITES �
�E�d�rausf EF-1,EF-2,EF-3,ERV-9 4 EA X � 74; X � 100°/a = 296 � �
L�WER W BATH RECS& LITE 920 20 1 5 6 1 20 300 BUNKRM LITES i
BEDRM 2 RECS 1080 20 1 7 8 Q SPACE j � , � TOTAL 25234
BUNK RM RECS 1260 20 1 9 '{0 0 SPACE � �
LOWER E BATH RECS&L1TE 330 20 1 1'i 12 0 SPACE
SPACE 0 13 14 0 SPACE �
SPACE O 't5 �6 0 SPACE , !
SPACE 0 17 18 1 20 100 KSH-1 For Z08V,1-Phase,3 Wire Senrice 25234 (VA) / 208 = 121 AMPS
SPACE 0 19 ZO 1 20 505 BH-1 �(2)100 amp single phase services �
� SPACE o 21 22 1 20 25o ERV-1 I AEC PROJECT#: 10D'(3
SPACE 0 23 24 2 20 1560 Ft1TURE CU-1
� �
, SPACE 0 25 26 1560 "
SPACE 0 27 28 2 30 2500 RANGE
DATE: iS UE_
SPACE 0 29 30 2500 " 04-19-10 PERMIT
4 0
0 p
� � MECHANIGAL SCHEDULE
� Q O TAG DESCRIPTlQN LOAD VOLTAGE PHASE WIRE SIZE(CUj CONNECTION CIRCUIT BREAKER REMAf2KS
O � 8H-1 BULB HEATER 505W 120 1 �ERMAL
_— _ _ _ #12CU.1#12CUG_� OVERLOAD ZOA1P
PROTECTION
CU-1 FUTURE CONQENSING UNIT 75MCA 2p8 1 i3#12CU,1#12CUG1 3Dl2 20A2P
LOAD CALCULATION SUMMARY �NOTE. PROVIDE ARC-FAULT CIRCUfi"INTERRUPTER, COMBIhAT10N-TYPE CIRCUIT BREAKERS FOR BRRNCH T1iERMAt �rawn sy Cfiecked By
� CIRCUtTS SUPPLYING ALL 120V POWER OUTLETS-EXCEPT IPa KITCHENS; BATHF�aOMS;AND GARAGES: eF-� EXHAUSTFAN 243W a2o — � j2#12CU 1#12CUG�__ OVERLOAD 20A1P
i PROTECTION CTL SOH
i
THERMAL
(PANEL FED FROM 100A2P CiRCUiT BREAKER � EF-2 EXHAUSTFAN 332W �ZO � �z#�zcu.,��zcuc?_ OVERLOAD 20A1P
PROTECTiON
CALCULPtTED POWER FACTOR. � 7HERMAt
EF-3 EXHAUSTFAN 36W 920 t #12CU 1�12CUG OVERLOAD 20A1P T����'�'j��
0 96 PROTECTION � L� �-i"
CONNECTED LOAD CONNECTED AMPS THERMAL �L
� DEMAND LOAD DEMAND AMPS ERV-1 ENERGYRECOVERYUN(f ���u� ��o �
�#12CU �#12CU6 OVERLOAD 20A1P
APPLIANCES 0 QI � 0 O PROTECTiON S l..�D V L�S
POWER TO UNff PROVIDED
LIGHTING& RECEPT 7350 3'rJ � I 4523 22 FC-1 FUTURE FANCOIL 1 0 FLA 208 1 #12CU,1#12CUG) TNROUGH CU-1 COaRO1NATE
MECHAN[CAL 3975 22 , � 4755 27 CONNECTION WtTH MC
POWE.RTOUhfSTPROVtDED `J`. [(���[`�
K(fCHEN OVEN& DRYER J�OOO 24 50�0 Z4 FC_2 FUTURE FANCOfL i OFLA 208 '1 (3#72CU.1#12CUG) THROUGHCU-1 COORDINATE tiJ )J
TOTAL 9 6325 82 14278 73( CONNECTION WfTH MC
THERMAL
� � � � � � � KSH-1 KtCK SPACE HEATER 307W 120 1 j2#i2CU,t#72CUG) OVERLOAD 20A1 P
PROTECT101V
SCALE: NONE
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�COP1RIqiT ZODS ARCNITECNRAI.ENqNEEftING WNSULTANIS,WC.