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Home My WebLink AboutPRJ11-0188 B11-0168.PDF ,, _ _ i _ � , . n _ � : � � , , _. A B 4_�� . . � : ', B � R EVI AT I ON S GRAP HI C STA , , �� ND A RD S � .r I NT ERI _ _ . R , 0 PER P S ECTI : VE . _ , ` # POUND S r N � )o UMBER MB �' MOISTURE BARRIER ` ' � '� & AND � MECH M r ECHANICAL , 7' . . � . �� . . . . � . . . . . . . .. . . . . . . . . . . . . . . . . . . � � � .. . . . . . . . . . . . .. . . < - �w STRUCTURAL _ E ��e GRID MED MEDIUM WINDOW IDEN ,•_ TIFICATION _ , �,, @ AT MEMB MEMBRANE _ t AN AUDIONISUAL �--- -- I 1 MEP MECHANICAL,E�ECTRICA�and � COLUMN NUMBER � WINDOW TYPE � AB ANCHOR BOLT PLUMBING I� , ",' ABV ABOVE MEZZ MEZZANINE _-:- COLUM W2 � N � . ACOUS ACCOUSTICAL MFR MANUFACTURER �"'" � REFERENCE GUIDE ` , ACT ACCOUSTICAL CEILING TILE MH MANHOLE A �-- _ --- , AD AREA DRAIN or ACCESS DOOR MIN MINIM O �I'''.�_1 uM � co�uMN�ErrER GLAZING IDEN _ ADD ADDENDUM MIRR MIRROR TIFICATION ADJ ADJACENT or ADJUSTABLE MISG MISCELLA _ I NEOUS ! _ GLAZING Q AFF ABOVE FINISHED FLOOR MM MILLIMETERS DOOR IDENTIFI CATION nPE ` AGG AGGREGATE MO MASONRY OPENING G2 AHU AIR HANDLING UNIT MTD MOUNT(ED) A�T �. WI LD FL R�CHITECIURE TERNATE O� ER REN V O ATi N 0 MTL METAL � ALUM ,a�UMINUM MUL MULUON 12 NOTE IDENTIFICATION 3O 03 Larimer Street ANOD ANODIZED {N) NEVy !\__ APPROX APPROXIMATE N NORTH DOOR NUMBER D enver, CO 80205 TH E LOD G E AT VAI ARCH ARCHITECTURAL NIC NOT W CONTRAGT L phone 303.861 .5704 22 NOTE ASI ARCHITECTS SUPPLEMENTAL NO NUMBER NUMBER INSTRUGTIONS NOM NOMINAL ASPH ASPHALT NRC NOISE REDUCTION _ _ � coEFFiaENr ROOM/SPACE IDENTIFICATION a° v � m : AUTO AUTOMATIC NTS NOTTOSCALE - I�TI � � ,avE avENUE oa ovER,a�� ELEVATION REFERENCE i AVG AVERAGE OC ON CENTER ROOtII ROOM NAME , 't7 AWP ACOUSTICAL WALL PANEL OD OUTSIDE DIAMETER 2 ROOM NUMBER -- ELEVATION � B BASE OF OUTSIDE FACE � Z � B.o. BYOwNER oFF OFFIGE �HOZ SF-t�� ROOMAREA* 2'-6" � B.O.F. BYOWNER,FUTURE OH OPPOSITEHAND � � , m � I BD BOARD , , ,..: _ OPNG OPENING �-- DATUM POINT C � ,, �---• -� � BIT BITUMINOUS OPP OPPOSITE LOCATION � /� + • �/'� 1'17 Ti W e�oG sui�oiN� oro oursioe-raoursi�E INTERIQR ELEVATION IDENTIFICATION � �`rt' EC�SL GOrPi r C eek Dr�ve _ � < � BLKG BLOCKING P PAINT(ED) ., D ■ --- (� � e- - BM BEAM or BENCH MARK P/L PROPERTY uNE 1� ------ DRAWING NUMBER °j ' �.^. Concrete � . O r -e I BOT � BOTfOM PAC PREVIOUSLY AWARDED CONTRACT /'�, V��I = : , CO 81657 i BRG BEARNING PAR PARALLEL iA7.01 i SHEET NUMBER � i BSMT BASEMENT ; UndiStUfbed Of m i PBO PROVIDED BY OTHERS ' Y�.�: � � CAULKING l�``�� Com acted Earth "` PC PRECAST � Q P ._�„ C.L CENTERLINE PERF PERFORATED � CAB CABINET PERIM PERIMETER .>.. ' Por . ,..:_, � ;. :; CAN CABLE TELEVISION PKG PARKING ous Fdl Gravel . , I : EXTERIOR ELEVATION IDENTIFICATI�N � � - = = � , . _ , � CCD CONSTRUCTION CHANGE DIRECTIVE PL PLATE' , ,.- i . , CCN CLOSED CIRCUIT TELEVISION PLAM PLASTIC LAMI -� _ _ ;:; NATE 1 DRAWING NUMBER ,I � � � ; ,.� „F CDOT COLORADO DEPARTMENT OF PLAS PLASTER f, ^ .Y, __.�. � ,% % Steei � ..,�__., a,� . � ' ,I �' ,l r f �, : ..� _... ..,.a , Z TRANSPORTATION _� ' �, :::: �..-,. �,� ,; PLBG PLUMBING , ..,��- �..__ �. , - i , ; � . _.� ,�. i , I � CEM CEMENTITIOUS , , ,.,-:' I _..:: I '-�.': � , = P�YWD P�YWOOD A4A1 -----__ SHEETN e,.:,_ a: ; �>�., � UMBER , � „-�,,;, , ,; � CFL COUNTERFLASHING � ,,; i . ... . .�� 3 PNL PANEL ; j� �j _ I i �- - /�� Alum�num . ; _�.. � ,; : � CG CORNER GUARD i ,/ �,-.�., ,.: s�.- � � POL POLISHED ,.� , e; _ ;,.., � ;, ;. ,I . � .�, .,_�_ -;�� n , � � � � � CIP CAST IN PLACE i. �: , �<r .. <�„ CIRC PR PAIR or PROP05AL REQUEST rz. �,, r:�� ` a .�. . ,: _: ��z T°�. _... �� . 4.... _..=- � - ° � � CIRCUMFERENCE _ �.. -- r _ _ � ,,. PREFAB PREFA6RICATED : �r.:" _.,; ; ` s ,.�. _ _.,. � , ,_ CJ CONTROLJOINT PREFW PREFINISHED BUILDING SECTION IDENTIFICATION i'� Masonry-Brick � ` �� REFERENCE � � w .:� _ � ,� CK CORKTILE PRESTR PRESTRESSED _ ./ '°"� ,�.. CL COLUMN LINE PRIM PRIMARY .,,.---- DRAWING NUMBER � � � � ': ti _ � .., CLG CEILWG � _ � �� PROJ PROJECT � Masonry-Concrete Block Y CLOS CLOSET ` PSF POUNDS PER SQUARE FOOT A4.05 . -^ ,_�.- �' �; CLR CLEAR PSI POUNDS PER S�UARE INCH ``-- SHEET NUMBER : , � � .., .,-,_ �. �_, ... CM CENTIMETERS PT POST TENSIONED or PORCELAIN TILE ;r ,`} � � n � � � � u e 06 2011 CMU CONCRETE MASONRY UNIT Insulation-Rigid � - ' � PT POINT OF TANGENCY . `' � :, ��s= _ . .,��. CO CHANGE ORDER or CLEANOUT I PTD PAPER TOWEL DISPENSER COL GOLUMN` .__._ �.,. . PTDR PAPER TOWEL DISPENSER AND y,,F fi -;=`- � ��._ ��;:�<,�.. ..� CONC CONCRETE aGCErrnc�c � liwulativn-Bat[ ,, .,i i� _ . ��_� �>. �-""�: ,-'�.��. CONF CONFERENCE �:;,..:,_. .:.„� �::...aPV: � PTN PARTITION �:., �,�. �_„�� ,�,:, � 3 k .0 . . . . . . -.�,::, .5i:. ��.:: . .-:.:1_:..."";:.:r . . . WALL SECTION IDENTIFICATION ___ .,�v .,, . __ .,� -,_ CONN CONNECTION _ °.,,v_„� � PTR PAPER TOWEL RECEPTACLE ` . . . ; , --,. �:_ --° CONSTR CONSTRUCTION :..... .... .... _ ,..,: r, -,,:;.. . PVC POLYVINYL CHLORIDE . • G SUm-PIBSter _..,, . _ . _ . �.. :; �' . yp . . ._. . :.�. .`.•.-.:�� . , r_.. _ . . ... , �._ . . . __ DRAWING NUMBER , _ , CONT CONTINUOUS __. ...„.. PVMT PAVEMENT ..�-- � .. , _ _ , ,.:. ,:. . : :: . ,. . ..:. , . __ , CONTR CaNTRACTOR QT QUARRY TILE � ; � ' CORR CORRIDORorCORRUGATED ,,. QTY QUANTITY A5.01 JULY11 201 : 2 CPT CARPET �'' SHEET NUMBER 7 1 FOR CONSTRUCTION 0 (R) REMOVE - _.__ PIy�,V00d CT CERAMIC TILE R RISER -^;. ;�:. � _ � _�_ ti.u,. ,... _ CTR COUNTER �-:_.. ._ r.wF .. ., . _. ,�r:,. .�_. -,� RAD RADIUS ,:.,, _,�, �_,.�_� N�-:,. -.: �, . ,.. ; ,.. a ��_:- _ .1,., ._ __.. CU CUBIC ..�_�., ,� ,... _._ ,., Finish Wood _ .. . _ ._.. .. _ RB RUBBER BASE � -:, �,_ :.� �,. �� _ _ �.� � ___ - .,_,r� .. � ''� . �.�. � <_„� ; CY CUBIC YARD RBC RUBBER BASE GOVE � : � �_� � � � s�,�.�,�, c_,� � -a_ � � ...� >.,_ ^ DAMP DAMPROOFING ,._. _. _. , ... RBS RUBBER BASE STRAIGHT �+ - ��k ._�:� ; ..�� A � _� . .1.�� . . UG U 4 �_ �_� �01 DBL DOUBLE : t,.� RBT RUBBER,TILE ' O K � 1 L C TRU TI N Rough Wood C O � ,�;�_ _��;� ,:, .�_ , �,�;, Ro RooFORaiNorROAO DETAIL IDENTIFICATION ., �_ _ DEG DEGREE � r� . . . . . . . . . . , . . . . . .. ?�.,.;>� 5-- m ::�_ .a• �:�- . . � � . . . . . . . . . . . � . ,..H. n .. Tr.,,,� . .. . . . . . . . . . . . . . .. ,.:.:�r.>. ..,,x, . . . . . DEMO DEMOLISH or DEMOLITION RE REFER TO or REFERENCE N (,.-:._ ..M 4x* . . . . . . . r r.. . . ....... . . . . . . .. . .�... _'J. :...'.. . .. .. . . ... ..v . . �.� ... . . . . . . . . . . . _._. . .>.. ..t�._ ...e._ .- . . . . . . . . DEPT DEPARTMENT REC RECE55(ED) ----- DRAWING NUMBER � Acoustic Tile r �. , ,. ,.K r,_ � . . . . � . . . . . . � . . . . . .. . . . � Sn'u.�r ie:.=.. -,.-. ! . . . . . . . .. . . .. . � . .. . . . . . . � . . . . . . . . . . ..»..h ..a.�.+.. �,.c.= .. . . . . . . . � . DF DRINKING FOUNTAIN _ _ ._, - Y RECPT RECEPTACLE � .�.:, ,_z �.�:u �'�..�... � ..�x. �. DIA DIAMETER ..:-.�.. � . ...�, .:.. ,_, REF REFRIGERATOR or REFRIGERATED � } _ , . ._,.__ A4.05 � DIAG DIAGONAL REINF REINFORCED � -___ ,.. �:_. �,.:... . ._ � � oIM �iMENSioN _ SHEET NUMBER REQD REQUIRED DISP DISPENSER RESIL RESILIENT DIV DIVI510N REV REVISE,REVISED or REVISION(S) �N DOWN RF RESILIENT FLOORING DR DOOR RFG ROOFING DS DOWNSPOUT RFL REFLECTED ta; DTL DETAIL RH RIGHTHAND ENLARGED owG oRAwwG DETAILIDENTIFICATION , RL RAW LEADER n' DWR ORAWER ..- � � .._ � , �ii RM ROOM �r,, (E) EXISTING RO ROUGH OPENING _ E EAST I , '� ROD ROOF OVERFLOW DRAW ' , L EA EACH ROW RIGHTOF WAY � EB EXPANSION BOLT RPM � � � � � � � REVOLUTIONS PER MINUTE ED EXHAUSTDUCT RVS REVERSE(SIDE) - - DRAWWG EF EXHAUST FAN or EACH FACE � � � RWC RAIN WATER CONDUCTOR 1 NUMBER D RAW I N� I N D E EJ EXPANSION JOINT S SOUTH or SEALED X � � A2.10 EL ELEVATION E _ G NERAL NOTES a� SC SoLID CORE �_, _ SHEET NUMBER �' ELEC ELEGTRICAL SCD SEAT COVER DISPENSER � ELEV ELEVATOR W L' r SCHED SCHEDULE � EMER EMERGENCY SD SOAP DISPENSER N W U M � E"�R ENGiNEER sec secrioN PARTITION TYPE IDENTIFICATION C N W 1. THE CONTRACTOR IS RESPONSIBLE F R � O CHECKWG CONTRA � CT DOCUMENT S FIELD � EOS EDGE OF SLAB SF SQUARE FEET � ^' CONDITIONS AND D EQ EQUa� a a _ IMENSIONS FOR AC CURACY AND CONFIRMING THAT THE i O .--- PARTITION rYPE WORK IS BUILDABLE S SHT SHEET W � � � Q Q EQUIP EQUIPMENT SHTG SHEATHING R.E.PARTITION d Z Z W � � a z z SHOWN BEFORE P R O C E EDING WITH CONSTRUCTION. IF THERE ARE ANY O �* QUESTIONS REGARDIN (,� ES EACH SIDE SHWR SHOWER 2� TYPE SHEET F � THESE OR OTHER COORDINAT r � ION ISSUES TH E CONTRACTOR H W S ALL SUBMI , T THEM W WRITING EST ESTIMATE SIM SIMILAR ^ r � � � W � W r BN EACH WAY SNG SANITARY NAPKIN CABINET = Euvc E�E w TO THE ARCHIT � - , ECT AND IS RESPONSIBLE F�R OBTAINING A WRITTEN CLARIFICATION FROM THE -- C1RIC WATER COOLER SND SANITARY NAPKIN DISPENSER v, o = � EwH e�ecrRic wAreR He,a-rea ACOUSTIC PARTITION TYPE IDENT SHEET DESCRIPTION SCALE � � � ARCHITECT BEF � •1� sivR saNiraRVrvnPKnvRecePrac�E IFICATION _ o sHEET�ESCR�PT�o►v � ORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK. � EXT EXTERIOR SOFF SOFFIT SCALE o (I� F; FARENHEIT SPECS SPECIFICATI .---- PARTITION TYPE � � > °N�S� 2. VERIFY IN THE FIELD THAT N --<� O CONFLICTS EXIST WHICH WOULD PROHIB IT THE LOCATION OF FA FIREALARM SPKL SPRINKLER 2� R.E.PARTITION FAC FIRE ALARM CABINET SPKR SPEAKER TYPE SHEET � Q� U ANY AND ALL MECHANICAL ELE FACP FIRE ALARM CONTROL PANEL SPRT SUPPORT O7-LANDSCAPE ARCHITECTURE _ , CTRICAL, TELEPHONE, LIGHTING, PLUMBING AND SPRINKLER 15 MECHANICAL ENGINEERING EQUIPMENT, INCLUDING ALL REQUIRED PIP ING, DUCTWORK, AND CONDUIT. CONFIRM � Fao _ FuRNisHEO Bv o-rr�ERts) sQ sQUaRE L - 1 LANDSCAPE PLAN �� THAT ALL � 1/4 X M0.1 MECHANICAL LE E REQUIRED CLEARANCES F G ND AND GENERAL N/A OR INSTALLATION AND MAINTENANCE F � FD FLOOR DRAIN or FIRE DAMPER SR SWK RECEPTACLE X O THE ABOVE EQUIPMENT A RE FDN FOUNDATION SS STAINLESS STEEL FE FIRE EXTINGUISHER SSK SERVICE SINK INFORMATION PROVIDED. T- FEC FIRE EXTINGUISHER CABW - eT sra, s-rarioN 09 ARCHITECTURE FF MO.Z MECHANICAL SPECIFICAT IONS FINISHED FLOOR STD STANDARD m < N/A X � P FFL FIN R , I OJ ECT TEA 3 NSTALL AND MA M AD2.1 LEVEL 1 DEMO PL INTAIN ALL N�CESSARY COVER AN INGS, PROTECTIVE ENCLOSURES TEMPORAR isHEO F�ooR uNE sr� sreE� 1/4° � . M0.3 MECHANICAL SCHEDULES � N/A X DOORS AND PARTITIONS AND DUSTBARRIE RS TO PROTECT ALL OCCUPANTS AND EXI TI � FH FIRE HYDRANT STOR STORAGE AD3.1 LEVEL 1 DEMO RCP S NG WOR 1/4" X M1.1 SNOWMELT SITE PLAN 1/4" X ` AND FINISHES TO REM AIN. REPAIR AND REPLACE ANY �A FHC FIRE HOSE CABINET MAGE CA STRUCT STRUCTURE or STRUCTURAL USED BY IMPR � OPER FHMS FLAT HEAD MACHINE SCREW SUSP SUSPEND(ED) AO.1 BUILDING CODE PLANS AND ANALYSIS N/A X M2.1 LEVE �� P L 0 MECHANICAL REMOVAL PLAN 1/4 X ROTECTION AT NO ADDITIONAL COST TO OWN�R. WORK DAMA ED FHV FIRE HOSE VALVE SYM S,rMMErRICAL OWNER STRUCTURAL LIGHTING G DURING CONSTRUCTION OR � A1.1 PROJECT DESIGN CRITERIA „ NOT CONFORMING TO SPECIFIED � STANDARDS, TOLERANCES OR MANUFACT Friws F�a-rHE,aow000scREw sYS svsrEnn N/A X MD2.2 LEVEL 1 MECHANICAL REMOVAL PLAN 1/4 X URERS INSTRU T FiN FirvisH�eo� ras �E� 3 OCK RESORTS JIM THOMPSON/KYSE ELEMENT LIGHTING A1.2 FOR IN T C IO � PROJECT DESIGN CRITERIA S ALLATION SHALL BE REPLACED AT NO ADDITIONAL COST TO OWNER. Fixr FixruRE roea�vo sorronn INTERLOCKEN CRESCENT STRUCTURAL DESIGN, LLC N/A X M2.2 LEVE� 1 MECHANICAL PLAN 1/4° X FLG FLASHING T&G TONGIJE AND GROOVE : SUITE 'IOO 1SSS SHERMAN STREET � A2.0 LEVEL 0 DEMO & FLQOR PLAN 1/4° X M3.1 MECHANICAL KIT CHEN CONTROL DIAGRAM a� FLR FLOOR(ING) TB TOWEL BAR BROOMFIELD, CO 80021 SUITE 770 BOULDER,CO N/A X 4. OWN ER RESERVES THE RIGHT TO OCCUPY AND TO PLACE OR INSTALL E F�uoR F�uoRESCENr rBC roP oF aACK oF cuRa VOICE: 303.404.6452 DENVER, CO 80203 VOICE: 720.560.4931 ��1 LEVE� 1 FL��R P�.14(� �� QUIPMENT IN 1/4 X M4.1 MECHANICAL DETAILS COMPLETED AREA F N/A X S O THE PROJECT, PROVIDING SUCH A � FOG FACE OF CONCRETE TELE TELEPHONE FAX: 303.404.6415 VOICE: 720.932.3744 FAX: 303.443.4031 CTIONS DO NOT INTERFERE WITH A2.2 LEVEL 1 DIMENSION PLAN COMPLETION OF THE W .�� FoF Face oF FiNisH 1/4° X ORK. SUCH ACTS BY THE OWNER TEMP �MPORARY o�r�MPERATURE SHALL NOT CONSTITUTE ACCEPTANCE F FOM FACE OF MASONRY TG TEMPERED GLASS �' A3.1 LEVEL 1 RCP THE TOTAL WORK. FOS FACE OF STUD THERM THERMOSTAT 1�� 1 G-E L - FR FIRE RESISTIVE or FIRE RATED THK THICK or THICKNESS � n �+ v-r X ECTRICAL ENGINEERING FRP FIBERGLASS REINFORCED PANEL(ING) THLD 11iRESHOLD ARCHITECT MECHANICAL Ll�1NDSl.rAPE A4.O E/�1 ERIOR V�EWS ° 1/8 X E1 A ELECTRICAL GENERAL INFORMATION N/A X 5. CONTRA T , C OR IS REQUIRED TO COORDINATE WITH OWNER S VE FRT FIRERETARDANTTREATED TO TOPOF BCERENGINEERS DENNISANDERSON A4.1 ENTRY RE�EPTI N NDORS DURING C ONSTRUCTI . oz ARCHiTECTURE , O , DINING ROOM, & 3/8" X ED2.0 ELECTRICAL REMOVAL P �� Fr Foor�FEEr� roc roPOFCOrvcRErE 542owARO Roa� P.o. Box�3s� �n1 1/4 X ;fHIS MAY INCLUDE POWER REQUIREM N°' Fr� FooTiNG Tos roP'oF srEE� 3003 LARIMER STREET LOUNGE _ ENTS FOR EQUIPMENT AND FURNITURE, CONDUIT SIZIN G, suiTE 20o EowaROS, co 8ss2 E2A LEVEL 0 ELEC I aICAL POWE �� ETC. FURN FURNISH(ED) TOW TOP OF WALL DENVER, CO,80205 R PLAN 1�4 X ;-��"'�',�- ARVaoa, co s0002 voicE: s�o.s2s.�2oo A4.2 BAR, KITCHEN CASUAL �� FURR FURREDorFURRING VOICE: 303.$61.5704 , � DINING� ATRIUM 3�$ X E2.1 LEVEL 1 �� - (� � TPD TOILET PAPER DiSPENSER VOIGE. 303.422.�400 F�C: 970.926�2 ELEC�R o� ICAL POWER PLAN ;-°� 1/4 X FUT FUTURE TPTN TOILETPARTITION F�: 303.861.9230 DINI le . � �F � ,� NG 6. BUILDIN I � � G S OCCUPIED FOR , �. � „ CONSTRUCTION DURATI , Fwc: sos.422.�soo E3.1 ON. COORDINA � ELECTRI A TEJMPACT C L LIGHTING PLA S ON . FVC FIRE VALVE CABINET TS TUBE STEEL N 1/4 X MAINTENANCE OF B IL °��' "� A4.3 INTERIOR VIEWS U DING SYSTEMS WITH B ILD � r � GA GAUGE N TELEVISION .3�H�� X U ING OWNER. , b E4A ELECTRICA - , -� � � Ga�v G,nwaNizEO L ONE LINE DIAGRAM & rvP �rvPica� A5.0 B �� N/A X a GR,n�eAR UILDING SECTIONS 1/4 � X 1 e� UNDERWRITERSLABORATORY ELECTR) AL SCHED C ULES � �iIC � 7, R �i EFER T O ME CHANICAL A ND PL UMBI � GC GENERAL CONTRACTOR UNFIN uNF�N�sHeo KITCHEN DESIGNER N D G RAWINGS FOR ALL SLAB _ �� , PENETRATION . . S G.C. T �... OX , �' _ „ , CONTRACTOR A5.1 WALL SECTIONS r p 1 1/2 X c QD - � GCMU GLAZED CONCFiETE MASONRY UNIT{S) UON UNLESS OTHERWISE NOTED BCER ENGINEERS E4.1 C M O CH�.CK AND LUMINAIRE SCHEDULE N RAY FOR REINFORCEMENT LQCATION P � /A X S RIOR TO CUTTING H L :f O ES THR - OUGH PRE A . C ST C N � O CRE � � Gl GA�vnwzEO iRON uos uN�ESS oniERwisE sPEaFiE� COMMERCIAL KITCHEN 5420 WARD ROAD GE JOHNSON A5.2 INTE �� E RIOR WALL SECTIONS � , �: �� GL GLASSorGLAZING UR. URINAL P�NNERS, INC. 2211 1 1/Z X TEES. � �� • SUITE 200 NORTH FRONTAGE ROAD a .- GND GROUND P.0. BOX 772034 . ¢ GR �anoE �� .3.o�o�a��p�5��,- ARVADA,C0 80002 suirt A A10.1 INTERIOR DETAILS 1 1/2" X f L � v vo�r CORAL SPRINGS, F�,ssoTr 18-FIRE PROTECTION �, 8. ALL PENETRATIONS OF DUCTWORK, CONDUIT• PIPING, AND SIMILAR WORK �� GRr �ROUr VOICE: 303.422.7400 VAIL, CO 81658 , THR�UGH F�RE � . � " VAR VARY or VARIES VOICE: 954.600.0234 voicE: �1s.4�s.ss21 FAFP0.1 FIRE ALARM AND FIRE PORTECTION N/A X RATED ASSEMB �-� � G� LIES SHALL BE SEALED TO MAINTAIN THE RATING OF THE ASSEMBLY WITH A UL �� A� m GT G�,aSSTILE vs VAPORBARRIER FAX: 954.775.2884 FAX: 303.422J900 GENERAL INF R Fax: ��s.4�s.5s2a. 11- KITCHEN � GWB GYPSUMWALLBOARD VCT VINYLCOMPOSITIONTI�E O MATION APPROVED MATERIAL. VENT VENTILATION � �YP.eo. GvPSUnMn Bo,aRO vER vERiFV K.1 KITCHEN AND BAR PLAN 1/4° X FD2.0 FIRE ALARM & FIRE F�ROTECTION RE �� T HBS HEADEDANCHORSTUD VERT VERTICAL CIVIL FIRE PROTECTION P MQVAL 1�4 X . LAN 9. COORDINATE PLACEMENT OF ALL CEILING ELEMENTS WITH MECHANICA L, ELECTRICA�AND FI E � H HOSEBIB VEST vesriau�e ALPINE ENGINEERING INC BCER ENGINEERS 1Z-STRUCTURAL ENGINEERING FA3.0 F �� PROTECTION INSTALL � HC HOLLOW CORE or HANDICAPPED v�F vERiFy iN FiE�o' 34520 HIGHWAY 6 5420 WARD ROAD IRE ALARM PLAN 1�4 X ER. WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS, CONSULT � � W HDAS HEADED DEFORMED ANCHOR STUD VIN VINYL or SHEEf VINYL ARCHITECT PRIOR TO PROCEEDIN ' HoR HEAOER E�wAR�s,co s1ss2 suiTE 20o S1.0 PRELIMINARY DETAILS �� FP3.0 FIRE PROTECTIdN PLAN �� G• P ROJ. N0. 511040.00 vo� vo�unnE 1/4 X 1/4 X �� VOICE: 970.926.3373 ARVADA, CO 80002 > , HDWR HARDWARE VTR VENTTHROUGH ROOF FAX: 970.926.3390 HM HOLLOW METAL VOICE: 303.422.7400 10. GENERAL CONTRACTOR SHALL COORDINATE ALL E �RAWN. OZ N VWC VINYL WALL COVERING 13-PLUMBWG QUIPMENT BASE AND HOUSEKEEPING N HORIZ HORIZONTAL W wesTo�w��E FAX: 303.422.7900 PADS. PROVIDE ACCESS PANEL S AS REQUIRED TO ACCESS CONCEALED EQUIPMENT. . -p HR HOUR W.O. WHERE OCCURS Ji Hr HeiGHr wi wirH P0.1 PLUMBING LEGEND AND GENERAL N/A X CHECKED. OZ HTR HEATER INFORMATI _ ON : 11. PROVIDE NON C MB . �o wic w,a-rER aosEr O USTIBLE BLOCKING FOR ALL E I HVAG HEATING,VENTILATION and AIR W/O WITHOUT QU PMENT AND WALUCEILING HUNG APPROVED. OZ MATERIALS. � � GONDITIONING �- W/R WATER RESISTANT �.�, riw HorwarER P0.2 PLUMBING SCHEDULES , � WD WALL COVERING N�A X D � "�"" "°TwATER"E"'FR P1.1 LEVEL 0 PLUMBING REMOVAL AND NEW 1/4° v-r X �1 ATE: June 06, 2011 12. E � IBGY HNTERNATIONALBUILDIN WDO wII�IDOW /�1 ERIVR AWNING WILL BE A DEFERRED SUBMITI-AL. DESIGN BUILD BY GENERAL � VICI N ITY MAP WORK PLAN REVISIONS G cooe a� � ` CONTRA T R. C O DEFERRED B SU MITTAL WI�L INCL D WF. 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I EOC 30004- A � ; EXISIIN� 14 x14 . / � � � '_�Y . . . . � � . . . . . . . . . . �� .. INSTALL 8 JOSAM � d°� 9 �'y N � �;`%" N � � � 03.1�i WI1H BRASS �RA'TE �L INLET TO REMAIN , ; ^ � � o (E o EOC s s 30004-8A FLOOR DRAIN ; . �, ;. o!' � �%' � 1.129C $ RIM 03.13 RIM=03.3� WITH BRASS dtA1E �, � � 03.5p __ � _ ,,�_ 03.50 -�. � � 1�' : INV=00�05' � Q �� INSTALL � JOSAM Q EOd , INY=020 RIM�03.3' . , EOCfBW . � � EOC • i . :. , . �, . 8LF S PVC ... - 03.40' 30004-8A Ft00R DRAIN 4� C�' _ 03.13 � � INV 01.08 �- : ,,_ �:, 03.50 5 � _ � O 207i � �.< EOC . ��, � � 1M7H BRASS GRATE �O � -;. , �� 03.44 . RIM=03.16' � � INSTALL 8" JOSAM ' ° �: UMITS OF DQSTING sao� ,� �n ;:� INV=00.10' Q� � 3N�4-8A FLOOR DRAIN ;; n'',�.� �•'p a _ � � � . CO�ICRElE REMOVAL c� _ tp� � NATH BRASS GRATE � Z �� ` � ,c `'�j � 1•ox -- . a -a �► '; a+ EOC "' � � RIM=03.41' � ; � m �,�° EpC . INSTALL 8" JOSAM � (,� ,: . �t aS EOC.�s W ' INV�OOJ9' ��;; t; A � 3.36 03.30 EOC� 03. 30004-8A PLOOR DRNN .. ; ��: :- 03.13 �'° , . � . NA11i BRASS GRATE � :.;;, �:. . a: �° � � _ _ . O ° � RIM-03.13 L_ 8" JOSAM , . e :., � '`' . INSTALL - � r. C „ . r , � pV �,,, , ..._, �: ,,�, EXISTING EOC ,:;: ) , a .x INV�99J5 30004-8A`F1.00R DRAIN �,n. . �`.." . 241F .,. w � V ;:, �:; ��. 03.50 �-� SS � p7� ,_ WI1H BRASS q2ATE ;: ; � ,,.1 .. ;' � O 2. �. 3LF 8 PVC : ; � .._ ,. � _ _. _ . .., ` - - - - _- o aox (� .. RIM-03.43 , , ; � ::, � � , �:_ . . .��- m--� .., � .::: .-�... �: ,. EXISTING EOC � . � � •- � , . ,� ..� � INV 00.B3 .., ,. . � ,. � . � .: :., .:: �: .. : .... -1�-�+ _ ;- _ �b' � .., 03.40 ,.., � �, �l � �= � NG . G . V� � � \ i '� `� � 4 .;;w :;-° . �. � ,�; s� � . , :, _ .._ . , A �.F . f . a . r .., R D� Pa- ,: . ....�,,. �_,.__,� � V �. DqSTING 10 x10 INLET � .,. ,... . . 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Z � � � . ,� , Z : � v:� � �. - �'� , : ; � ^: ;: � � N � � � ,�,.;�- � S �� ( ; ,A,. = � �c,� ..� � � � � � � . �.. �. _ .�:, � �Z � � �.. .� »= ; :. �- � � f ,��,,� ., , � , ( � �- . . . i :;,. ; _ � � � .�., ;�-. - �: ��,�w ..� \ �.- � � .� � u, , _ � n , . . �, / � � / _ :�� , ,� - �f ; ,�.� � � ,: :';, : .. p a .:; � � � � o >> � S >:.'�N� . � , ,.. . r. � N s O; N f� , � . , .: ;y � � � : : � , ;� � . . . .� � .r aa �► . . ..�� o a �"c��n � , � .� j � � �� , � _ : , r � �: �� e �� : : , . � , � � � . :7�,� � , �_� �. ,..� ;-- E�Ii� �� _ . �. � � �� .� .� , ; _ 1 ,. -: � _ ��. :.:x =�� GRAPHIC SCALE , � ... � :: . . � . � � �::.�� z .._ .� .,.,. FG .:.�, , ,, ,--� � �:r . . ,_. -�' :_. _: .. :;-.: �' ,� � � � �;; � � �$ ° ::E -, y .�, . . ..,..� - � �� F ' k' p �� `, �_, �1 � � �,, �. ��; � �; �' �°.� % ,: ';' 03.60 G N �.= DQS7ING 8 PYC ;;�'�. 5' 10' j ,, ,• � , = _ S'Q 4�' �fi. TO REMAIN �,r. �` � � ��; ��i --� � da o� � �- � _ � ��. ; ��:. �,. � , � �� ;�` � aasnnrc z��• �� inrcEr �°` � �' �'`:: R/A/=10.�3' �C�1LE�T-S ��'a � �' � � � �`,. INN�99.5 �� EXlS77NG 4" ATRIUM � �_ DRAINS TO REMIAN �; �� GENERAL NOTES �' ��`" { �°_ + 1. EXISTING TC�POGRAPHIC CONDITIONS PROVIDED ; �A f BY GORE RANGE SURVEYING 6/23/1 1 AND DENNIS PROJ. N0. 511040.00 r � ANDERS�N LANDSCAPE ARCHITECTURE , ��, - DRAWN: JEC . �.- t 2_ EXISTING STORM DRAIN PIPING SHOWN IS � SCHEMATIC BASED UPON FIELD OBSERVATIONS. CHECKED: GDP � ? _ �,; ANY STORM CONNECTIONS NOT SHOWN ON THIS � PLAN THAT ARE UNCOVERED DURING APPROVED: GDP ; �� I HALL BE PROVIDED TO ENGINEER _ (� EXCAVAT ON S SO THAT DESIGN CAN BE UPDATED AS DATE: AUguSt 04, 2011 . NECESSARY. ; REVISIONS 0 , 1 BUILDING DEPT. 07/01/20 ( 3. IT IS ASSUMED THAT ROOF DOWNSPOUTS DO �, NOT CONNECT TO STORM SEWER. 2 , 2 FOR 07/11/201 t �. BE CONSTRUCTION ` c� 4. ALL PROPOSED STORM DRAIN PIPING O ; � : SCHEDULE 80 PVC UNLESS NOTED OTHERWISE. : o ' v� , ; Q 5. PROPERTY LINES TO BE VERIFIED BY OTHERS : �� 0 OZ ARCHITECTURE w 2•�%.� G. GONTRACTOR TO LOCATE AND FIELD VERIFY � EXISTING UTILITIES PRIOR TO CONSTRUCTION Z PROPOSED SLOPE o , .�.EOC � � 03.50 PROPOSED SPOT ELEVATION ; , � , 7. UTILITY COORDINATION BY OTHERS WILDFLOWER ; c� , ------ PROPOS�n c�t�►oE BR�uc RENOVATION -THE � ; ; � ;; 8. LIGHTING AND IRRIGATION SLEEVING BY OTHERS t o :: . LODGE AT VAIL � � � PROPOSED 8 JOSAM DRAIN � � , 9. CONTRACTOR TO REPAIR AND REPLACE AND i ISSUED FOR: � , . � � PROPOSED STORM SEWER PIPE IRRIGATION DAMAGED DURING CONSTRUCTION REFERENCE o ': _ � � ; °o i ' 10. FIRE PIT DETAILS AND GAS PIPING BY OTHERS � � � i TYPICAL ABBREVIAl10NS ' ,� . - m c�E . SHEET TITLE: p ? FG FlNISH � s EOP - mGE OF PAVING/pAVERS 1 1. IT IS THE PROPERTY OWNER S RESPONSIBILITY o- EOC - EOGE OF CONCRETE TO PERIODICALLY INSPECT AND CLEAN GRADING PLAN FFE - FlNISFIm Ft00R ELE1/A110N OBSTRUCITONS FROM STORM INLETS AND PIPES : 4 8W - B01TOM OF WALL T� ENSURE PROPER FUNCTION. � SCALE: 1"=5' ; 12_ CONCRETE SLAB, SNOWMELT SECTION AND a CONCRETE JOINT SPACINGILAYOUT BY OTHERS. SHEET NUMBER � � 4 d r _ '13. CONCRETE MIX DESIGN BY OTHERS. A HIGHER . N � STRENGTH CONCRETE MIX, SUCH AS CDOT � 1 � ` � � CLASS P, IS RECOMMENDED DUE TO DURABILITY ■ { o � CONCERNS IN THE LUCAL CLIMATE. N x � ( � .1 . . � � � . � . � . � . . . . .. � � . . . . . . . . . . . � . . . � . . � .. . . � . . . . . . . . . . .. � � � . . � . . . � . � . . . � ' . . . � � . . . . . .. . � � . . . . � � . � . � . . . . . . . . . . . . . . ... . . . . .. . . . . . . . . . �. . � . . . . . .. . .�. � � . . � . . . ... . . . .. . . . . . . � . . � . � � . . . . . . , . ... . . . . . . . . . . . . .. . . . . � . '� . . . . � . � . � . . � . � . . . . � � .. . . . . . .. . . . . . . I�:, .. . � . i . . . . . . . . . . . . .. . . � . . .. . . � � . . � . � . . . . . .. . . . . . . . . � . . , . � . . . . . . . . . . . . . . - . . . . . . . . . . . . � . . � . . . ��, . . . �j .. . . . . � . . . �� . � � � � . . � . . . . � � . . . � � . .. , . . . . . � . � . � � . _ � � . . . . .. .. � .. . . . . . . . . . � . �� . . . . . . , . . . . . . . ' .. . . . . . �. . � . . . . . . . . .. . . .. . . . . . . �� . � . . ) �. . � . . . . .. . � . . . . . . .. . . . . � � . . . . � . . . . . . . . . . . . . . . . . . . . . . . . .. . ��..� . . . . .. . . . . . . . . .. . . . �. . ., .. . . . . . . . . . � � . . . . . � � . ... . � . . . . . . . . . . . .. . . . . . � . . � .. . . . . . . . . � . . � � . .. . . . . .. . . . . . ....... ....... ... ..... ..... . ..... .... ...... .... ..... ..... .._.. ._. � N�W PIL�45T�'� 2�..�• FXISTING GUGIN,4 , T I�VA�LL TO M�4TGH EXISTING. 1:12 B.4TT�R. , . RUSTIG�4 Y11,4LL TD PL,4NTING A�,4 �-0 L�ND5G�4F'� ,4ND I RR16,4TION NOT�S � G�NTER ON N�IN . _ RFM,41 N _ � 7 $ I. Gontractor shall verif all condttions rTor to commencln wark and shall be res onslble for becomin aware of all under round utlllties t es IN,4LL y , p 9 . f' 9 . 9. - p f' - REUS� FXISTING structures and lrrl atlon 1►nes. The contractor shall be held res onsible for contactin ali utlllt com an►es for field lo�ation of ail N�W PILASTER � 9 f� 9 y f� . G�55�'D YV.4 IGHTS . . . • • • . dama e of STON� 1/FN��R To � LL L underground utility Itnes prior to any excavation. Landscape contractor shall take sole responsibility for any cost incurred due to g �ROM R�MOI/�D INALL. sa�d utilities: NOT� that exlsttn conditlons are from selective fleld measurements no ex�stin surve was avallable at time of re artn lans. M�TGH �x�sT�NG � , 9 , 9 y p p 9 p b SIX TOT�4L . . . . � �� , 2. Stake tree locations for rev►ew and a roval with 12 wood stakes a►nted for different tree t es and with sizes noted. L.A. wfll verlf , � ` . pp p yp y np T p , / � ' ' i n d the .�. wil i : � and/or ad ust stakes rtor to lantin . Gontractor to lace shrubs, erennlals and roundcover s as cailed out on the a an L G M U W/ R�B�R �5 . ' � J p p 9 p p 9 p F►I l H 1 t l E . . . . . . e r t ho/es are du . � . rovlde flnal review and or ad ustments. ,411 lant mater�al locations shall be a roved the L.�4. b fo e lan R�QUI R�D � ,� � g � f' , � J 1' 1'1'_ � p 9 . . � �j \ �XISTING GUGIN� . : '!�i � � � �� a � �xisriNG w,��r-e,$F 3003 Larimer Street '�\ � � RUSTIG,4 1N,4LL5 TO B� 3. Plant�n backftll mIx for ali trees and shall to conslst of 805� nat�ve to soil and 20�5 well rotted com ost. �ertlilze and saturate root ball �/�/ / i� I �MOV�n �MOV�n. 9 p p Denver, CO 80205 .� .... ..: .., � � � wlth water at time of lantin (see details). .. .... � fi.. � P 9 GONGRET� � �'-6' � ..._ ::. ... � hone 303.861 .5704 �,� . � . . „ , . , p FOOTING W/ R�B.4R � � � � � � • �L..IGN G�NT�R O� 4. fi'erennial 'and roundcover areas to receive 2-3 of 5oil �e mulch. � � 9 p . � � / / / / / /� / / �l� PI T ON G�NT�R I %� � / �/ / � ,�c� .� . . �� . . . '� � . . The re aration of erennial annuai and round cover areas are to rece►ve 10 of screened well rotted com ost to be inte rated ►nto the ` �.� � . � �. � � o� cUCIN,a �zusrlc� ' � �-0 o0o s. p p p , 9 - p 9 i� �--, 000000o to -soil wtth a rototiller. WINDDINS > o0000000o p 00000000ao I 000aooaaoao � : . . . . . . . . . 0000a0000000 i 1 tion s stem. � ith dri and or s ra Jrrl at on. Source is an exlstin rri a S�GTION ,� � A 6. .411 new trees, shrubs`and erennials to be irr► ated with w � � 000p0000000o p 9 p p y 9 9 9 y _ oQOOOOOOOOo G G _ . . l�� Declduous trees to be staked and u ed wlth three 6 reen metal T osts er tree and u ed wlth # 12 au e w►re with reen n lon tree � 00 0000 �: 9 y 9 p p 9 y 9 9 9 y I ° °°° rovldin that each tree ts recelvin su ort from at least 3 stakes. Gonifer trees to be staked 1 straps. Aspen in graups can share stakes p 9 9 i�f� i . , . . . , ... with three 3 metal T- osts wlth above wire and stra s. � G.45 LOG S�T , I p p DEN�IIS ANDERSON � � 8. r1 1'ed under this contract will be health and in flourishin condition of active rowth at �nNOSCnPE ARCHITECTURE DRAIN INL�T (2) I The Gontractor shall warrant that all plant mate als supp i y 9 9 E . ; q..d. . a t not meetin this condition. � ' � I ) the date of flna/ acceptance. i�eplace without cost to owner any pi n g ��,��E#�' i _ . - ., , � �- 3° HIG G�1P ON �1� I �.. . ' ._ T K � : • . ' �� . . , . _ ; ; � • � �XISTIN6 a. TOP501L. �or areas where existin concrete av►n has been removed, over excavate unsuitable material and ree�lace with l/2 screened � b-0 1-6 P�T \ . . 9 �� p 9 r P.O.Box 1387 ;Edwards:Colorado 81632 � � DFGORATII/F to soil amended w►th com ost a total of 12 dee .. � : < '� _ 1� I� I� Pr,o�e ��o szs-72oo FaX sz��zo� STON� 1/�NF�R - r �,; � _ I � DR�kIN GOl/�' .b � . . AND Gi4P TO �XI STI NG D�GOR�4T11/�' • � emai� aaai�comcast.net , ., _ � G.45T 1 RON DR,41 N GR,4'T� � �XISTING �., ;. M�TGH �'XISTING � s_. ,� ,>:., ._..v z.. -� G � P/�TIO W,4LL • TO R�MAI N / $OULDFieS TO :� � - / $� �M01/�D i y�/�� / �� i�v�� _ •..•. i.' •ti' �e•: �'�� .. . , ..�..._., .. . „ .. �/ � � � � � �'��\\��/\�i��/'�\�\�� .'.. . .. .. � '. •" - .. .:.� . .•'•%�� \��/ 'i �� r�i�r��r��i��,� s�� c�v�L �o� �.-�.� ` ��j�� :_...j.,'. �:,•� / �/ / / �/ '.�•...••�.�'•�• �.�: I / �/ � � .,��:•��•••. 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INTO TOP OF ROOT H,4LL TO BE PLANTID 1 TO 2• 1 Thymus praecox 'Gocclnus' Red Greeping Thyme �lats of 32 uv��s�so�L. �sT,,��-ne� ,,eove F�r,�� sP� NOieTH roP oF�¢oor s,�u ro ae�..�rrrFn s• e•oF sr�¢m�cr�,�e anr�x r�.cH • rniAr�ur..�a�.,�rrr sP,�c►r�- �� , � �IG�ts Of 32 �eave�iNis►�v 6� �� ,nP�eo�Mnrn.,-►�•o.c. 1 5edum Dra ons �lood Dra ons t3lood � 9 9 �B.��.REM01/E N1 71NINE,ROPE TOP OF RDOT 9ALL TD BE PLANTED i TO�• _ s•oF s�cFa,aie e,�,aK r,�cH ,wD euw�P r-rzo�t roP,orm si�s oF � .aeove��Nisr��F �� r�o,su� SHEET TITLE: FINI_�ih�D 6RADP / 9'OF'S01L-PEP'Md.GN I u i i � M►X�N►�,� ►�,, s To 4•M►�►,N,,,��,,S�N z ra��►��„�a,,S�N s�At.�: �/a =i -o a LAN DS APE PLAN : �►�� x C .. . _ . . � � . . . � . . � . � . � . � . . � . . � � . T`r'r �LY. `� � � � �� O �' �/' 'C/i . . ,,�::;::s; _ :_�:� �, -•. :=,. - �:�,t 1.00s�N ieoars-5cor�in•ie►+�c�s5ra�' A . . . . . . . :S.:�rr.•L' . . i;:�ra.a.3i?; F1�it .. . . . . . . •ti;' .�::•a . . . . . . 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F�RTILIgR ON TOP OF LZ'MINIhAlM Cd.E/�N EIAGKFILL.MIX, BiDRS NATi1/ETOP�'.�OIL 20Af ' _ " -'.L 3.�.`�:r....._. > ��-• };>�r� ��,_,�;'''`:��`r��z�'.*.-•: . .. ,, _ , -- .... �n�ass�cor�sr s�nx�re a�c�ui a.u�iLL r�+�x: eoAS rwrve ror=soi�.�osK --�- '='��,:.::.."._.:-:.•"-•:``�,�"�`�:-,-��... ` � �.�.��'::... �;. auu►rr ror�so��.. rtorFrz-ni.t�i�rE SHEET NUMBER PE.4T'MtOff.a and GOMPl75T Sr�TUR�ITE sl1GKFILL A80VE ITET�INTD SGIL ►Mh�D1.4TELY APTER Pl../�NTIN6 IMh�D1,4TELY/`F fE1Z PLANTIN6 �,pT .. T1�UGE T}�lWIDTFf p��I�,p�TT�g� ITIDI571rRHED 501L TWIGE THE WIDTFf IArD15TURH�77 501L IRrDI57UREED SOIL � •- - _ .I i°�i�NN 1 D�G117UOU5 T�� PL�tNTI NG t7�T�IL SF�fRUfj PL�tNTI NG I7�T�e1L 1�41. �'L�tNTI N6 L��Ti4 L � x�=,�� , ,� . . . . _ . . __ _ _ _ _ _ _ _ . . _ LITI N KEYN TES DEMO O O AN AND R P DEMOLITION PLAN LEGEND S ELECTIVE DEMOLITION FOR PL C A Ke Y K n Tex Value e ote t . y 1. DEFW ITIONS. �-n ; � DEMO DOOR, FRAME AND ASSOCIATED . IN TALLED ALVA ED R TO REMAIN THE OWNER S PROPERTY. i II REMOVE. REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE RE S , S G , O / HARDWARE IN ITS ENTIRETY-SALVAGE • ' E LEAN AND PA K OR CRATE �� REMOVE AND SALVAGE. ITEMS INDICATED TO BE REMOVED AND SALVAGED REMAW THE OWNER S PROPERTY. REMOV , C , C ( � AND RETURN TO OWNER LIVER T WNER' DE IGNATED STORAGE AREA. ETY. AP ALL TILITIES RE: MECH ELEC & KITCHEN ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY CONTENTS OF CONTAINERS AND DE O O S S 1.1 REMOVE KITCHEN EQUIPMENT W ITS ENTIR C U ( , , ) LL• EM VE ITEM INDI ATED• LEAN SERVICE AND OTHERWISE PREPARE THEM FOR REUSE• STORE AND PROTECT AGAINST . REMOVE AND REINSTA . R O S C , C , , � 1.2 REMOVE EXISTING EXHAUST HOOD INJTS ENTIRETY (RE. MECH, ELEC, & KITCHEN) -- - - DAMAGE. REINSTALL ITEMS IN LOCATIONS INDICATED. O -- - - DEMO WALL IN ITS ENTIRETY 1.3 REMOVE EXISTING WOOD BUILT INS BAR & BACK BAR IN ITS ENTIRETY • TR TI N INDI ATED TO REMAW AGAINST DAMAGE AND SOILING DURING DEMOLITION. WHEN PERMITTEDBYTHE ' p T T p EXISTING TO REMAIN. PROTECT CONS UC O C VIN ARCHITECT ITEMS MAY BE REMOVED TO A SUITABLE,PROTECTED STORAGE LOCATION DURING DEMOLITION AND THEN CLEANED AND REINSTALLED IN 1.4 REMOVE EXISTING MASONRY WALL AND ASSOCIATED WALL FINISH. PROVIDE SHORING AS REQUIRED PRIOR TO REMO G A Il C N I I E C 1 U fl E � • . WALL. RE. TRUCTURAL FLOOR TO CEILING U.N.O TO PROTECT EXISTING STEEL COLUMNS IN WALLS. REMOVE EXISTING SUSPENDED THEIR ORIGINAL LOCATIONS. � S � � � 3003 Larimer Street , EILIN AND A IATED LIGHT HVAC INDI ATED T REMAIN THE OWNER S PROPERTY EM VE EXI TW STONE AND MANTLE FROM FIREPLACE. TERMINATE AT NEW PARTITIONS. STRUCTURAL WALL TO REMAIN. � C G SSOC , , 2. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED OR OTHERWISE G O , 1.5 R O S G , : Denver, CO 80205 FIRE SPRINKLER FIRE PROTECTION AN DEMOLISHED MATERIALS SHALL BECOME THE CONTRACTOR S PROPERTY AND SHALL BE REMOVED FROM THE SITE WITH FURTHER DISPOSITION AT THE STONE HEARTH TO BE REMOVED IN ITS ENTIRETY. � ° _ _ , hone 303.861 .5704 SALVAGE LIGHT FIXTURE AND RETURN PTI N. p CONTRACTOR S O O 1.6 REMOVE EXISTING STONE MASONRY KNEE WALL IN ITS ENTIRETY E LATI N F TO OWNER 3. COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE STARTING DEMOLITION. COMPLY WITH HAULING AND DISPOSAL R GU O S O 1.7 REMOVE EXISTING WOOD/STONE/TILE/CARPET &BASE IN ITS ENTIRETY. PREP FLOOR FOR NEW FINISH. EXISTWG FLOOR RI DI TI N. AUTHORITIES HAVING JU S C O REGISTERS TO BE REMOVED .-.,.:•_ ._•._ :. AND A INDI ATED. SE METHODS �. . 4. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION S C U -�-- =�=''• REM VE EXI TIN RAISEDFLOOR K. ALVA E TREE FOR REPLANTING. SEE LANDSCAPE PLAN ..,:,;,-�;_•,-,,_ O S G PLETE THE W RK WITHIN LIMITATIONS OF GOVERNING REGULATIONS. 1.8 REMOVE EXISTWG LANDSCAPING FOR NEW SIDEWAL S G S . ,_ _._.,, . REQUIRED TO COM O � , 5. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES CAUSED TO ADJACENT CONSTRUCTION BY SELECTIVE DEMOLITION OPERATIONS. 1.9 REMOVE CONCRETE SLAB. RE: CIVIL FOR NEW CONCRETE �� EXI TW MATERIALS. USE REPAIR MATERIALS IDENTICAL TO S G 1.11 REMOVE FINISHED ARCHWAY TO STEEL BEAM. SHORE EXISTING STRUCTURE DURING DEMOLITION R NEW MATERIAL . NOT IN SCOPE 6. WHERE REPAIRS TO EXISTING SURFACES ARE REQUIRED, PATCH TO PRODUCE SURFACES SUITABLE'FO S 1.12 REMOVE BAY WINDOW IN ITS ENTIRETY � RE T RE EXP ED FINI HES OFPATCHED AREAS AND EXTEND FINISH RESTORATION INTO ADJOINING CONSTRUCTION TO RE MAW IN A MANNER THAT 7. S O OS S 1.13 REMOVE EXISTING WALL COVERING/STONE ON EXISTING WALL IN ITS ENTIRETY. EXISTING WALL TO REMAIN. ELIMINATES EVIDENCE OF PATCHING AND REFINISHING. 8. PROMPTLY REPORT TO OWNER ANY HAZARDOUS MATERIALS DETECTED. 1.14 REMOVE EXISTING WOOD SHUTTER/ORNAMENTAL WOOD PANEL FROM EXISTING WALL D • RVI E F R 9. BUILDING TO REMAIN OCCUPIED. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AN 1:15 REMOVE SUSPENDED GYPBOARD CEILINGS IN ITS ENTIRETY. RE. MECH, ELEC, FIRE PROTECTION, AND FOOD SE C O H A WALK FENCES FACILITIES TO REMAIN. ENSURE SAFE PASSAGE OF PEOPLE AROUND DEMOLITION AREA. ERECT TEMPORARY PROTECTION, SUC S S, , ADDITIONAL REQUIREMENTS RAILIN CANOPIES AND COVERED PASSAGEWAYS WHERE REQUIRED BY AUTHORITIES HAVING JURISDICTION. PROTECT EXISTING SITE IMPROVEMENTS, . GS, , , 1.17 REMOVE EXISTING DECORATIVE WOOD BEAMS. RE. SPRINKLER PLANS PIN T REMAIN. APPURTENANCES, AND LANDSCA G O ALL LI HTS AND FANS. PATCH CEILING AT REMOVED ITEMS M T REMAIN A TIVE F R BUILDING. CONTRACTOR TO COORDINATE WITH LOCAL AUTHORITIES 1.18 EXISTING CEILING T0 REMAIN. REMOVE G 10.EXISTING FIRE DETECTION AND SUPPRESSION SYSTE O C O FOR TENANT FINISH REQUIREMENTS. SEE FIRE,PROTECTION DRAWINGS FOR ADDITIONAL REQUIREMENTS. 1.19 REMOVE MIRRORS FROM EXISTING WALL, REMOVE ALL ADHESIVE. PREP FOR FINISH � 11.REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. DEBRIS AND TRASH TO BE 1.20 REMOVE EXISTING WALL AND STONE VENEER IN ITS ENTIRETY. I REM VED DAILY. 0 1.21 REMOVE STAIR IN ITS ENTIRETY. 12.REMOVE ALL KITCHEN AND BAREQUIPMENT FROM WALLS AND CEILING IN ITS ENTIRETY. RE: MECHANICAUPLUMBING & KITCHEN DRAWINGS FOR 1.22 REMOVE EXISTING ROOF OVERHANG AT NEW AWNING. CUT RAFTERS FLUSH WITH EXTERIOR WALL. REMOVE GUTTER AND REQUIRED FLOOR PENETRATIONS. COORDINATE KITCHEN EQUIPMENT SALVAGE WITH OWNER. . DOWNSPOUT. 13. REMOVE ALL LIGHTING WITHIN SCOPE; RE. ELECTRICAL � 1.23 REMOVE EXISTING WALL AS REQUIRED TO INSTALL NEW PLUMBING. PROVIDE PENETRATION THROUGH FLOORS FOR PLUMBING 14.PROVIDE TEMPORARY SHORING'AND BRACING TO SUPPORT ELEMENTS TO REMAIN WHERE EXISTING SUPPORTS ARE SLATED FOR REMOVAL. 15. REMOVE ALL PAINTED PLASTER/GYPBOARD PANELING FROM DININGROOM. PREP FOR NEW FINISH ' AS REQUIRED. PATCH AND REPAIR EXISTING WALL. 1.24 REMOVE AND REPAIR EXISTING CEILING FOR NEW PLUMBING. RE: MECH/KITCHEN , 1.25 REMOVE STONE SILL FROM WINDOWS 1.26 EXISTING FLOORING TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION. CLEAN, REPAIR OR REFINISH AS ; NECESSARY. 1.2� EKISTINQ DOOR TO REMAIN, PROTECT FROM DAMAGC DUf31NG CON�TfiUCTIOItiI. CLCAN, REI'AIR Ofl f1EFINI�EH AE NECEE�ARY. 1.28 EXISTING STAIR TO REMAIN � : 1.30 EXISTING EXTERIOR DRAINS TO BE MODIFIEDFOR NEW CONCRETE SLAB. RE: CIVIL 1.31 EXISTING FLOOR DRAINS TO BE CLEANED AND MODIFIED FOR NEW KITCHEN LAYOUT. 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Q .:: , . � � � - - -- - - - - - -- - - o ; ;: . ,,: ;; , : � � - - - - -- - � r � .e <;.j �,�,.,:,� .��:�,�.�..�x.�.�-:.: � � ._ � .� . ��CO � . . . . . . . . . . . .. . . . � �� . � . � . � .. .. . � � . . . . . .. . . � � . . . . . . . � � . . .� � � . � . . �� . � . . . . . � . . . .. � .� . . . . . . . . . . . . . . . . � . � . : . � . . . .. . . .. � .. T . .. . . . . . � . � . . . . � . . . � � . � . . � . .. . . � . . . . � ... . � . . . .. � � .. � �. . .. . � � . � . ... � �. � � . . . . . , . . . . . . . . . . . . � . . . . . .. . . � Q .. . . . . . . . . . . . . . . . . . . . . . � . . . . . . .. . � � . � � . . . . . . . � . . . � . . . . . . . . . . . N LEVELI DEMO PLAN ' '�t , 1 � _ „_ ._ ,. 1/4 - 1 0 __ __ _ _ _. _ . . . . . _ . . _ ._ � DE LITI N KEYNOTES MO O LITI N F R PLAN AND R P SELECTIVE DEMO O O C Ke � DEM LITI N R P LEGEND y O O C Value Keynote Text 1. DEFINITI NS: O , , � � REMOVE. REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, SALVAGED, OR TO REMAIN THE OWNER S PROPERTY. : DEMO DOOR, FRAME AND ASSOCIATED � I) _ IN THE WNER' PR PERTY. REM VE LEAN AND PACK OR CRATE HARDWARE 1N ITS ENTIRETY SALVAGE REMOVE AND SALVAGE. ITEMS INDICATED TO BE REMOVED AND SALVAGED REMA O S O O , C , , � u , 1.1 REMOVE KITCHEN EQUIPMENT IN ITS ENTIRETY. CAP ALL UTILITIES (RE. MECH, ELEC, & KITCHEN) p ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER S DESIGNATED STORAGE AREA. AND RETURN TO OWNER _ • E KIT HEN • • • 1.2 REMOVE EXISTING EXHAUST HOOD IN ITS ENTIRETY RE. MECH, EL C, & C ) _ _ _ REMOVE AND REINSTALL. REMOVE ITEMS INDICATED, CLEAN, SERVICE, AND OTHERWISE PREPARE THEM FOR REUSE, STORE AND PROTECT AGAINST � - - - _ A�CHITECTU�E DEMO WALL IN ITS ENTIRETY DAMAGE. REINSTALL ITEMS IN LOCATIONS INDICATED. 1.3 REMOVE EXISTING WOOD BUILT INS BAR & BACK BAR IN ITS ENTIRETY � • . Larimer Street W P E T N TR TI N INDI ATED T REMAIN AGAINST DAMAGE AND SOILING DURING DEMOLITION. WHEN PERMITTED BYTHE 3003 REMOVE EXISTING SUSPENDED CEILING AND EXISTING TO REMA . ROT C CO S UC O C O 1.4 REMOVE EXISTING MASONRY WALL AND ASSOCIATED WALL FINISH. PROVIDE SHORING AS REQUIRED PRIOR TO REMOVING T N LEANED AND REIN TALLED W , � A IATED LI HT HVA FIRE PRINKLER ARCHITECT ITEMS MAY BE REMOVED TO A SUITABLE PROTECTED STORAGE LOCATION DURING DEMOLITION AND HE C S `Denver C0 80205 SSOC G , C, S , , , WALL. (RE. STRUCTURAL) FLOOR TO CEILING (U.N.0) TO PROTECT EXISTING STEEL COLUMNS IN WALLS. , _ ATI N . FIRE PROTECTION AN SALVAGE LIGHT THEIR ORIGINAL LOC O S , hone 303.861 .5704 , 1.5 REMOVE EXISTING STONE AND MANTLE FROM FIREPLACE. TERMINATE AT NEW PARTITIONS. STRUCTURAL WALL TO REMAIN. p 2. EX EPT F R ITEM R MATERIALS INDICATED TO BE REUSED SALVAGED OR OTHERWISE INDICATED;TO REMAINTHE OWNER S PROPERTY FIXTURE AND RETURN TO OWNER C O S O , , , STONE HEARTH TO BE REMOVED IN ITS ENTIRETY. DEMOLISHED MATERIALS SHALL BECOME THE CONTRACTOR S PROPERTY AND SHALL BE REMOVED FROM THE SITE WITH FURTHER DISPOSITION AT THE , _ 1.6 REMOVE EXISTING STONE MASONRY KNEE WALL W ITS ENTIRETY NOT IN SCOPE CONTRACTOR S OPTION. R I H. EXI TIN FL R ARPET BA E W IT ENTIRETY. PREP FLOO FOR NEW FW S S G 00 � . MPLY WITH VERNIN EPA NOTIFICATION REGULATIONS BEFORE STARTING DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF 1.7 REMOVE EXISTING WOOD/STONFJTILE/C & S S 3 CO GO G BE REM VED A TH RITIE HAVIN RISDICTION. REGISTERS TO O � U O S GJU REM VE D WNLI HT FIXTURES O O G �� N AND A INDI ATED. E METH D 4. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTIO S C US O S 1.8 REMOVE EXISTING LANDSCAPING FOR NEW SIDEWALK. SALVAGE TREES FOR REPLANTING. SEE LANDSCAPE PLAN W RK WITHW LIMITATI N F VERNING REGULATIONS. ' REQUIRED TO COMPLETE THE O O S O GO . (- �I REMOVE & SALVAGE EXISTING P MPTLYPAT H AND REPAIR H LES AND DAMAGED SURFACES CAUSED TO ADJACENT CONSTRUCTION BY SELECTIVE DEMOLITION OPERATIONS. 1.9 REMOVE CONCRETE SLAB. RE. CIVIL FOR NEW CONCRETE � 5. RO C O �� FLUORESCENT LIGHT FIXTURES USE REPAIR MATERIALS IDENTICAL TO EXISTING MATERIALS. 1.11 REMOVE FINISHED ARCHWAY TO STEEL BEAM. SHORE EXISTING STRUCTURE DURING DEMOLITION 1.12 REM VE BAY WIND W IN ITS ENTIRETY _ 6. WHERE REPAIRS TO EXISTING SURFACES ARE REQUIRED, PATCH TO PRODUCE SURFACES SUITABLE FOR NEW MATERIALS. O O , r -� ANI AL AIR , � � REMOVE EXISTING MECH C 7. RE T RE EXPOSED FINISHES`OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO ADJOINING CONSTRUCTION TO REMAIN IN A MANNER THAT NTIRETY. EXI TIN WALL T REMAIN. � X � S O 1.13 REMOVE EXISTING WALL COVERING/STONE ON EXISTING WALL IN ITS E S G O DISTRIBUTION SYSTEM. �� ELIMINATES EVIDENCE OF PATCHING AND REFINISHING. RE: MECHANICAL DEMOLITION PLAN 1.14 REMOVE EXISTING WOOD SHUTTER/ORNAMENTAL WOOD PANEL FROM EXISTING WALL 8. PROMPTLY REPORT TO OWNER ANY HAZARDOUS MATERIALS DETECTED. 1.15 REMOVE SUSPENDED GYPBOARD CEILWGS IN ITS ENTIRETY. RE: MECH, ELEC, FIRE PROTECTION, AND FOOD SERVICE FOR 9. BUILDING TO REMAIN OCCUPIED. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND NA RE IREMENT FACILITIES TO REMAIN. ENSURE SAFE PASSAGE OF PEOPLE AROUND DEMOLITION AREA. ERECT TEMPORARY PROTECTION, SUCH AS WALKS, FENCES, ADDITIO L QU S VE W D BEAM . RE: PRINKLER PLAN RAILINGS, CANOPIES, AND COVERED PASSAGEWAYS, WHERE REQUIRED BY AUTHORITIES HAVING JURISDICTION. PROTECT EXISTING SITE IMPROVEMENTS, 1.17 REMOVE EXISTING DECORATI 00 S S S N H EILIN AT REM VED ITEMS APPURTENANCES, AND LANDSCAPING TO REMAIN. 1.18 EXISTING CEILING TO REMAIN. REMOVE ALL LIGHTS AND FA S. PATC C G O 10.EXISTING FIRE DETECTION AND SUPPRESSION SYSTEM TO REMAIN ACTIVE FOR BUILDING. CONTRACTOR TO COORDINATE WITH LOCAL AUTHORITIES 1.19 REMOVE MIRRORS FROM EXISTWG WALL REMOVE ALL ADHESIVE. PREP FOR FINISH FOR TENANT FINISH REQUIREMENTS. SEE FIRE PROTECTION DRAWINGS FOR ADDITIONAL REQUIREMENTS. ' 11.REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. DEBRIS AND TRASH TO BE 1.20 REMOVE EXISTING WALL AND STONE VENEER IN ITS ENTIRETY. , REMOVED DAILY. 1.21 REMOVE STAIR IN ITS ENTIRETY. 12.REMOVE ALL KITCHEN AND BAR EQUIPMENT FROM WALLS AND CEILING IN ITS ENTIRETY. RE: MECHANICAUPLUMBING & KITCHEN DRAWINGS FOR 1.22 REMOVE EXISTING ROOF OVERHANG AT NEW AWNING. CUT RAFTERS FLUSH WITH EXTERIOR WALL. REMOVE GUTTER AND IP ENT ALVA E WITH WNER. DOWNSPOUT. REQUIRED FLOOR PENETRATIONS. COORDINATE KITCHEN EQU M S G O 13. REMOVE ALL LIGHTING WITHIN SCOPE, RE: ELECTRICAL 1.23 REMOVE EXISTING WALL AS REQUIRED TOJNSTALLNEW PLUMBING. PROVIDE PENETRATION THROUGH FLOORS FOR PLUMBING 14.PROVIDE TEMPORARY SHORING AND BRACWG TO SUPPORT ELEMENTS TO REMAIN WHERE EXISTING SUPPORTS ARE SLATED FOR REMOVAL. AS REQUIRED.PATCH AND REPAIR EXISTING WALL. � 15. REMOVE ALL PAINTED PLASTER/GYPBOARD PANELING FROM DINING ROOM. PREP FOR NEW FINISH 1.24 REMOVE AND REPAIR EXISTING CEILING FOR NEW PLUMBING. RE: MECH/KITCHEN � ', 1.25 REMOVE STONE SILL FROM WINDOWS 1_?_E EXISTWG FI_C�ORING Tn RFMAIN, PRC]TFCT FR(]M I�AMA(�F Dl1RIN(� C(�NSTRIJCTI(�N_ CLEAN, REPAIR OR REFINISH AS NECESSARY. 1.27 EXISTING DOOR TO REMAIN, PROTEGT FROM DAMAGE DURING CONSTRUCTION. CLEAN, REPAIR OR REFINISH AS NECESSARY. 1.28 EXISTING STAIR TO REMAIN � M DIFIED F R NEW NCRETE LAB. RE: CIVIL 1.30 EXISTING EXTERIOR DRAINS TO BE O O CO S 1.31 EXISTING FLOOR DRAINS TO BE CLEANED AND MODIFIED FOR NEW KITCHEN LAYOUT. 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' " < , _ . - ` ` . ,, . . . •- - • • � --------------- � ,.. � . , . _ : , , ' _ .. . _ . _ . � „ � . „ , . . ., _, ;., . . ,: . . . . ,. : > .'. .� ,. .. . .:. _; . _ � . >: r: �. . � �. _ � �. . _ . , s s :. _.. , . . .: . . < ,_ I . . Q� . : �., �_ _ . . . , ; , � . C,� � , _ : L . _ , _ _. : _� , . ::, ,:� . . . . � ,� : _: .� ; . , - . � _ _ �. �� . __ .� . � _. , __� .�__ �.. � . . ., _ , __�`-` -- -- � = - = _ , ,�. : � ._ . � __ ; . ;� ._ , . _ .: _,. . . , ------- : --- -� � � � z _� . , . , . . _: . _ . -�-- _ . l.- �- _ e� � _ _ a , � , �, . �1 �, � � � � � , � � °� - _ � }- - - -- - ,* , 1.15 1.15 1.15 � � 1.15 � r � � I � I � � I I I � I AEv � I I I i� � � - . . � � I 1 I � �ODa � �. � . � � _J L-----------------J L,--- - ----� �I i , , � - - - � i � . ' ;1 _ -- - ----------------- A I� ��Z� • , -- - ---- --- --- - � - - ==-__=__=_--=_�_= _ _ . _ . :. � .. � .._ _ � ozn�c�urEC�u� �7 � � CODE SUMMARY � . . . � � For the zoo9 International Buildmg tode(updated r��oog) . ; , , , . , _ . � Unlimiled . . . . . . . . . . . . . .. . � . . . . . . . . . . . . . � : .. � _.� :. . . TaWe 503: � B. In storles�. . . . . . . . . . . , n line m bwldm s e w d wrth s nnkl . . _ Ex tion#6-Fireblockin and draftst m are not re wred at the artrtlo q ppe , p . . 2:3 and 4 fi of a steel I e or tube ma be determined b the e uaklon. cep 9 4PP 9 Q P 9 _ Thethickness oF sprayed forratings of 1,1 1/2, ,, , p p Y Y Q 5o4.2 C. Increase allowed' Unhmited Fire Res�stance Ratin s ANSI/UL`263 g � • ' ' ' Occu anc? Yes s stem in accordance with 903.1.1. E ress sha�l not throu h kitchens,stora e,dosets or similarspaces w/excepnons 9032 1. Automatic Spnnklet System ReqWred Basetl on p y Y I. PRO�ECT INF�RMATI�N 9 P� 9 9 . D:Total albwable helghUstodes; Unlimited . enin rotection:see table 715.4 F�m access no�allowed to ass�hrou h a room tha�can be lodced go32.t-t2 2: Automatic 5 rinkler stem Re Wred Based on 5 ecial Condition2 Yes,Commerclal Cooking 7oe.s/7f5 D. Op g P h=R-0.36 P B P �' 4 P 5. Allowable Floor Area(Based on Occupancy&Construction TYpe) • . . . . . � � . . � � . � � � . � . � . . ress in dwellm/slee In unRs shall not lead throu h ad acent tenant dwellin or. � io s . .2. Smoke Barners.� . � . . . •��•�� . � � . . • � � . �� - � � . -. . . . E9 9 P 9 9 1 , 9 sos.3.i:Y 3a NFPA 13 tem for those re wred under 903.2,exce t Group R,up to 4 stor�es and 4 except n 7to 1 r e V811 Pm eCt#. 51104fl _ -- - - ,,, _ N�.,� ��z � q P a uni�maed area nuowed. vES Pro ect Name. Wildfbwer Renouation at the Lod at . C [` a�1r� fe Fi�� 4 e R A�.1_. . . � . . .. . .... .. . . . . . . . .. . � . . .. . . . _:. . :. . . .� . . � 507 . . . . � . g . - � . . . . . . . .. .. . .. .. . .. ... . .. . . . . . . . . � . . � . , . . . . . S . � . .. :.�. . ... . .... .. � .::� �� . . . . � . . . . . . . . . . . slae in s ace. _ _ _ - te l at Grou I-3 • • _ . atm . 1 hour exce t 0.1 s e P 9 P ooms Grou R &.i 1 Dwellm Umts 7fo.3 R ) . • • s nse S nnkle�s Shail be lostailed at.Grou _I 2 Slee m R A ( P_ P . so3.3.2 4. Qu�ck re po p p P 9 � P 9 9. . . T so3 B. Allowable Area �Floor. Existm :. . abre Pe ocati n. 17A East Gore Creek DrNe ofa.3 B.Common Path oi . � s' �_ L o i ve wah ezce on 3.58 P nderside of deck abo _ to o fl or/ceilm assembl belowtou . fA/ ) 71o.a 8. Shall e�end from f o ( P� ) &Slee m Raoms and L ht hazard Occu anc�es er NFPA 13. p 9 Y : P � �9 P P . NG.XE2�. . . . .. . � . . J . . . . . '� . . . . . . DY h . . . . - . �.� . . . .�9.. . . . . . i o a zs . . . . _ . . . � bn� hshaln te . . . � c�es atheY than H comm xcee : V tl C0:81657 . . . . . �s�TraveL - n otxu . � . . . 8 . E res . . _ E � ECtU� � R�CNI1 9 �0.5 C:O enin s;see table 715.4 exce t o osite swm in doors in Grou I 2) � , so5.3.t-7 5. Stand i Class Reqwred. Class I,perexcepiion i � P 9 ( P PP 9 9 P IY. tYPE OF CONSTRUCTION/FIRE-RESISTIVE REQUIREMENTS H occu andes shall not exceed 25 P Pe � � . � . � . .. ...., .._. .._ . . � . . . . . . . . � . P . .. . . � � . . ... . . . . . . . . . . , , , . . . . . . _ • ` � rit avin JurisdictiorTownoiVail . I M 1 R 2 R 4 and S 7t5.4 73: Fire Door&Shutter Assembhes. Aulho y H g . able ire E in wshers shall be mstalled m new and existm Grou A B E,F H , ,R , , , �une2a'2oos Where. s0&t 6. Port F xt 9 _9 _ P_ � , ,_� �+ } • Shall not exceed 100'in B,F and S H sprinklered } � : . . • r i e em t in tinklered buildin s , . . Q Q m e atu e end mt at n x , nto e tt enclosures re uve te r r ) _ Iso as re wred b intematlonal Fhe Code and Tbl 906.t 7�54.4 A.Onl doors 1 x q p -po g( P SP 9 Owner. Vatl Resorts �G�r�m Qi r �7l rQiQi L Shall not exceed 125 in R-2 B sprinklered $ Q Y _ X 1. Bwldmg Elements: T�jpe I A V oO V . . . . . , , . . . : . . . he door . m onent of t osure d must edher be tested as a co • � � • • _ : 7f�a.a.i B. lf lazm �s rowded In door mto exd end , p , • � � � ��-- ' �- �� . �_ . . . �� . . . � foi5.f 6.� Two ewls re uired from�an s ce#1 exce tion.In Grou R 2 and R 3 one�means of �ress x-permmed wahm a� �gp7��, � 7:.�� Fire Alarm and Detectiort� stems. . . g g p .. . . . . soza��soi �-n;struccuraf Frame:� �� s I,r . . . . Buildm �Code. International Bmidm �@ ��YBdf, 2009 . . . . . . . . .. . ��R!lings :i,1 IJ2y2.3 and A Xr: . . . . . R the hourly rating{hfs).� . . . . . Q . Y Pa , P P e9 . . . . � �� ... ... . . . ; .. .. : . . . . . . .. . . . . . .. g . . 9 . _ .. . . . . . x . . . �Ji e .10". . o . . . . . . r ler er 903.1.1 �� s uare mches�-maX. m n t r i item 2�.bel w . . u u t load ot 2o where e u wuh a mk & _ r or 6e Iess than 100 r or rea e o , from mdmdual dwe➢m unrts wrth a maxim m occ pan q q�ed sp_ P � ,f 2 A: Automauc alarm r uired based on occu nc or ial condrti Yes' q ( ) so2a iv�sot 8. Beann Walis �e�,o�. 3 h 9 D nve r CO 80205 9 90 2 3 _eQ Pa Y � , . 9 . . . . : Mechanical Code. International Mechancial Code Yeac 2009 P+ � : � . . .. . . _ . . i ve 10 • • i ontal exit ma ha a ervm as a hor z . al r E�cce tlon 2 . . al - ce t doors 5 . . �_ . . A.Se ation. v3 dia on m rs rohibded m doors in fire w Is ex tors2� g ,pe p _ t o Yes 715.a.T C. Exce iton#1 Glaz � P 9 Y alis nterar: 3 hr . , , _ _ Par so72.123 B. Manual alazm re uired based on occu an or ecial condi i n _ p 9 P so2a 761 so1 C. Bearin W I , . ... . .. . . ... - h-the thickness of rotedion material mIn A.35 -max 3.50 1n. Q P �Y SP �-•-• . �-�--. P , . . . . : . . 9 e Year. 2009 e� . . . __ . .. .,.. .. . . .. _ . _ : .. . Plum6in Gode. International Plumbin Cod . . ••_ • .. _ . . . _ : 9 . . . ... . . .. �r . tc 250'H s dnkle ed 9 , , , assemb education e � _ . ., r rs.i a B,Travel Distance. Residential mercaritile p f /2 fiours�n fire barners. _ _ tem 2.below .. ,..,.� . :., ,.,, .,.,_, - o , � !Y� , _ 5.4.7 D. Exce ion#2 Glazin is Iimitedio 100 s .m:in doors hawn ratin o 1 1 D. Non bearfn Walls E�edor. 1 hr or reater oi i . ...., . :_ _,.;.. , • 9o7a.i23 C.Automaticdetectionreqdbasedonoccupancyorspecialcondtti Yes 71 pt g q 9 9 so2a7blsot g 9 ��nei �70�.861 .5704 .:, i .':,;_: , - �e . . . , . . . . . 2aoe p � . . � . . . ; . . " . . . .. �.. . �,_ .. . - 00'fl s rinkle e . . � . . . �. . .� . . . � . . . �• . -� Y88L . . . . . � . . Parkin Gara e 4 . . �B . �.... . _ . .. . .. �e . t atio a lectncal Cotl . . . �+ro a lect cal Code. In em n I E . _ .., . . . .... . . . 9 9 P �be mre lass com m wdh limds in table below _ E � . . . ,,,.._ . _ .. . .. . , _ . .5 70 of ntemahonal Frre Code 7a�,ie��ss.a E: li lazm is rovided in an otheri�re door9t must etthe y -beadn Walls Jn erwr. o hr ...._...,. . ...... ... ...:..: . , ,._...-.•...,,... . sfs 8: Emer enc Res onder Radio Covera e.shallbe prowded m alI new bNdmgs per 5 I 9 9 P Y 9 P 9 so2 e lblso� E,Non g t „ ,.Ft,. .. .: . ...�>•• -:.,.. A=thecrosssectionalarea s In. 9 Y P 9. .. . ,.; _ . ..... . �9 ) �ofa 7. Corddors; . . , ' , . . . ... .. .., , ..,.•. .�.... . . , .. . ., . . . a zrsa.z orwm I wrtkNFPA80. 2a 7blsaf F:FloorConstructwn. 2 hr Ener Code. Intemffiional Ene Conservation Code Year. 2009 .. .. .,... � _ ..•., : P Y . � 9Y �9Y � � - � ��-•�•� � �: .�. �•� . . � •..,,;. � . . � � � � � Ire tesistant rated er 708 for fire artitbns exce t xnthin dwellin untt Rself exce tion 2 � � � .. � . . � . � . . � � . . . . . . � � . ... ... ... .. .� 7ota.t A.Construciwn. f P P � P 9 l P ) : .' . . . : • . . ... �..... •,.,. , r Glass Limd Max he ht' Max width t uction. 1:5 hr . � .•. •.•. •..•� - � � • � -VL EXIT REQUIREMENTS Door Aatinq Wi e w so2a rntsof G. Roof Cons r Local Amendments. Town oiVa�l Year. 2W9 ...: ,.;. .. . ,, � . . .. '. P=the heated �imete� In. Tb!fofe.f 'B.Fue resisiance ratir0 hr ...., ..•. : Pe � ) . . . . � ' ' ' o Imit ' ' io Distance but cannot be less than 8.above`. . .• > ..- . ... � 20 Mmute No Limit No Limit N L Tab1a so2 2, Extenor Wall Based on Fqe Separat n ( ) . .. � . . . . . � . ., .:•.: �� _., ::. .. . . � .. �. ,:. � . . . . . . . �� iot8.2 �C.Width. � � 44 mimmum(corndors sernng occupant load less than 50 may he 36'j�� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � .�FIfB�8:� . . Ye3!!� . . . . . . ,�:_'. . . . ..: , '�... ... . . .. . . . � . . .. . _ . . .. . . . . � . . . . . . . . . .. � . . . . . . . . . . . . . . . . . :.... . . . : . . 54 in 541n " than 5 1h� .. . _,. •- e wred: 3/4 Hour 1296 sq.in: A. Less ., . - .. •-, _ , ruia.a D.Dead end max�mun 2o teet, 1. Occupant Load&F�nts R q . � .,.. • ... . , . -. . m ned b . . . . • . � Other, ANSI ICC At 17.1 Year. 2003 , .,. ,.., . . ,.. The A(P ratlo of a clrcula�plpe Is deter I Y , _ _ _ ' s thart 10 ihr •- ._ .�.:_ �. `:- . ,, 5o d s dnklered er�o3.t.1 1n Groups B,E,F,11,M<R t,R 2,R-a,S and U umber of Total E�ctt Total S[air 1&1 1/2 Hour Ini: 100sq.in. 33in 10 io 8. 5 10 les . . . . � �..�-.;^. . . . � . ...:.. . _ � . . .. . .. . . � . P P . Table i0D4.1.i.. OccUpant � TOtal� N . . . . � { ) . . �� . �. . . � . . ..:� �. . . � . . . . � . . . � . • ... . ..� . `.. � . . _. ....-� . . . •-� . � . . . . . . . �. . . . . . . . :._. .., . _. P t d t . s M.Noda Date. II .._ N ( ) � ilazion air ducu _ . 10'to less than 30 1 hr Code Anal SI b. ,. . . .,•,� ;� . - ..., ��: � • . ., . ... . tofa.5. . E�;Alr movement .Corddors shall not serve as supply,return,exhaust,relief,o verrt . . . . .. . . . . . . . . ,, , ,. = r•:: Load Number of Occupant Exrts W idth Width 1&1 1!2 Hour(Exi.) None Allowed None Allowed None Allowed C ... , , -:: ._ Y y . . . •..,.. . . .., �. .._. . . ..,. , . . . . .. . . . . ...------ . - . . . � ce tor makeu air w/conditions . . . . � � . ., �.� . . . . . . . . � . . � . . . . . . . . . . � � . � . .. � . , .,_ ; or pienums excep�as a sour p � � 3 Hour ' None Albwed None Allowed Nooe Ailowed D. 30'or greater 0 .• .. ,.:, : Floor S.F: Use Factor Oca nt rFloor Re uired Reqd(in.) Reqd(m.) I _ . . . . Pe . . . . ;,� :.. . � . ::.,..� .. � ..;.: .. :. . . . . , . . . � n o�s. � . . . . . .. . .. � . . .. . .. . .� . . � . . .. ,, , . to a.s F.Corridor continud continuous from (nt ot ent to an exit,not Intempted by intervem g ro m :: � , .,... 1 Y Po ry ., ; d . . . Fire Window Assem 1296 sq:In. 54 in 54 in 7055 3. ' Extedor Walls with Fue Separation Distance>10 need only be Rated for F(re E�osure from Inside. D C PAN Y CLASSIFICATION �� : '. ' , ::', ., :, ex tions exist-fo ers bbbies or rece tion rooms Dining 3�745 A-2 15 210 . .. . . ��. USE� �C. u C. . � ..r _ _ d ceP Y , P ) • _ • _ ' • : 4. Construction Classrficatio�: :. ._ , „ :;, A2.0 N.A. 7f5s 14. Fire protection rated Glazmg: .'. ; .. , . .. . ... ...,. io2o 8. Ex�ts �. ., _ Bar 210 2 . • • • • � • _ • � �2.2 T e l-structural frame;walls,partitions,floors,and roofs required to Be , . . . : e rotection 2ted er sect�on 715&Tbl 715.5 YP ,, . . ... A.Glazm m tire xnndow assemblies shall be fir ..,. , _ . . . duced - 9 P P • .. . . . .. . .... . . . ce �� iven level of exd rotectan Is achfeve such level shali oot 6e re KitChen� � 748 A 2 .�.2D0 � 4. . . . . ...•.. ..., . . Where. A. Extent. On ag p , U 2fIC Classi6cation .. . • . . . : . le ee 603.1 tor areas where combustible materials are allowed. 1, OcC .... .: .,., . . nancombust�b .S P Y .. ._ .. _ - .. :_ o semblies shall com I wdh sectfon 775.4.7. r,.. .�. . .. 8.Glazin m tire do r as . . . . . . . . . . . untii ardval at the exk dischar e. � �1 � 0.8�� N:A . 9... _ P Y. � . . � . . . .. _ ... . .. . 9 4 . ... .. ... _ . . . _. . stance. . . . , nm s Based on Fire Se ration Di I. . . Ilo able Area of O ia ra t : .. .•.. .,. ,::••.• zos.a 5 A w Pe 9 i Pa ) �2.1 A. Pnma occu anaes. A 2 Res u n ��•• •• .. . rozr.r s B.Number s Continurt: i-5oo min 2 enits 7ts 16. Duct&Ait Transfer Openin s(Fire&5moke Dampers) , , , , , ry P � � -- ' �•� d=the outer dlameter of the i In. Y Total 748 214 2 9 f wldi Yes •.:. •:. P Pe t ) , . _ 7os.s.2 A: Un6mtted In first story o b .._:-:: .: . ` . .' . ..: : .. . . . ... ... .. .. ..... . .'.._. , • Tabls��s.sz t A. Ratmgs. 3-hour in 3-hour or greater assemblies,i 1/2 hour elsewhere . _ . .. .. . ., . . , _ _ . �007.t 2 Accessibie means of e ress . � Un rotected , _. . . . . : -.. .. : _.• . 9 . TMTOS.e 8. Based on Table70.5.8. P . . � : •• . -��• .��. .- ::�� -� �� - - -z•�.-� . . hour�ratedticonnectm 4ormorestonesincludin basemerrts . . . . � .. .. . . . . . . � . . . . . . . . . . ..... ... ... ..... . . ' •. • ._. _. . , to22 D.Verticalexttenclosures. 2 g 9 . . . . . . e a6eledb 1/7'lettersreadin FIRE/SMOKEDAMPER SMOKEDAMPER . • - ..._. . .. . . ... .. ... .._ .,.... �rsa 8:Access is re wred and shall b I 9 , . . 508.2.5& B. Incidental UseAreas: R 1 CondolHotel _ ... ,... �..... ,.,. . .. _ . _.:...,: :.., .:. _ . . . . mmimum of two re mred r Secnon 1015.1&102t.1 Q Y i lered � � .�•.�.�, -.s:.•• L •.,..•,-.; . •••.• .-::- t thewalithicknessotthepipe(In:} n basemems 7007.7,10l5.1, A, Quantrtyrequired q pe Distance Protected Sprnk .. ;..:._ _ ...y. .;:. :.:: . ... 1 hour rated d connectmg less than 4 stones mdudi g ... . .. . or FIRE DAMPER , f0i9.t . . 0-3' Not Permitted Not Permftted T615082.5 _ . . . . . C. Re uired locations: . . . . . . ... . .��71ft5 q . . .. . . ��. � �_�, ,. � . . . . . e : ACC 55181LITY oa7.21 B. Elevators re 'd m bwldm swhere access�le floor is 4 or mote stones above/below exit dachazge 3 5 15/ 15% The A/P ratio of a rectangular tube Is determin d by YIL E i q g . ; . . . . . . , , e uired . . . am r T e Exce tlons No Dam er R . i atlon D . , o _ Oc P � P 4 ) o ran in from a rturomuni of 31ru to a' _ Pe YP _ . . . . . 5��Saa1P �rTu68CaWMtn :Steddredar e(SPj�ith`ttameter{ID) 9 9 . � . . . � '- ' ��_ �� . � . . ib al�accesslblere utrements rCh.10 retertolCCAi17.1 2003 torGrou� Roccu anaes. . ti ns areaof�refu enotre wredrfs fl0kle�ed�� . � 10 .. 25/ . . 25/. . . o . . . . .. . �° PQ A/P-:t(a+b 2t) cn.it See add t n q pe , ( ) P P fooz3 C: Accessible Endosed stairwaq,see crrtena and 7 excep o g q p . . 5 508.2 8.ACCesso Use Areas d0%.NIA _ . . . _ . 151n _ . Fve ON - ma�rmrn aF 32 in.w�th a mmmum rdl thKkness oF 3/ . 71&5.t Fqe Walls y too7.4 D. Accessible means of e ress Elevators_ t0'-15' 45% 45% ry � � 9 , : . � , 5os.s 2 A. Nonse arated Uses. VIIL PLUMBING FIXTURE REGIUIREMENTS � 7ts.5.r.1 Horizontal exit Smoke On y _ o' 750� P , : . 1 emer enc o eratin and si naimg devices req d per Seclwn 2.27 of ASME A17.1 15 20' 75/ . . , a�a of 36 irw 9 9 P 9 9 Steel square a rectangulartube(STj w kh outs�de w�I dmensaru rangmg frommNrtum 3§r to a m rtum a t b . . - rovided in accordance with Ch ter 27 and Section 3003 7iG5.2 Fire Barriers Fire Only Penetrations tested per ASTM E119 as part of fire rated assembty pp�_p5 No Limft No Limit B. Most ResinCtiYe: 2 standby power p ap . � . . . and a mrc�imun wall tMckness of 3(16 m�- �. . � . . . � . . � . . � . . � �7612s0a t �t.:�� Fatures Re ulred: � . � � � . � . .� �� . . . . . � . . . ' � pUCts 3f2 8 art of � roved smoke controi s tBtTt� 2�909 . � .. . . . . . : �, �, . .� . .. . .. . . . �� . � . �.�� . . . . _ .. � � . . . � .. . . � � . . . rci q • 3 elevator accessed from an area of refuqe er 1007.6 or a honzontai exit P � � P, 25-30 No Lima No lima 508.4 3: Sepafated Uses. Occu c Occ.Load WC/Male WClFemalc Lav/Male LavlFemale TublShwr DF Service Sink p : W here: �"5 Walls are Y hr or less,other than H assembly;and spnnklered ,3Q� Not Fie uired Not Required _ _ = hours w 2HR Non S rinkled a ia ca a a _ � 2 i � o r 1 , �oos 3. Doors q Tbi 5oa.a R 1 to A 2 1 P � � 'lheA/P rat�o of the�sted p{pe or tube(see Ran 2)�zhall rangefrom � . . , . . . . .. . . _ . . .. . A 2.� 2 0 2 � . . . . � . . . � . . . . •� � es ivef � . . . � . . . � .. . - . . . . . . . . . „ c osures 1 Duct Not Permitted Exce t as rmitted in sections 1022.4 and iD23.6,r y . 7ts.5.2 Ex�t En I p pe P� S nnkler S stem m accordance wrth Sectan 903.1.1 • � • , a clear wldth of 32 In 90 de ree os0lon from door face to sto P Y _ raaa,r.i A.Min�mum Size. width snan provkie for g p a , 4. S ecial Detailed Re wremerns Based on Use and Occu anc. 1 . ; P 9 P Y . : . . � . . ; . . . ssa ewa s : Exit Pa Y e os.a 8. Fire Walls. . . • � . �, _� . . � . . �� . . � . .. . � . 9 . � . Tebi 7 . . . . . . . a the outer wldtti o1 the tube'In. wred. oors m dwelim unrts and non e ress doors . - *:- �.:�� v er in or�¢or more unt ed.coats�aYfhe . . .. . . . ..t...). � . . . .�1, � Existing FqRUres Req . . . (exceptions.exlSt fo�d 9 . 9 .�. �. . ., . . . . . . . . . . . . zr r Goe Ftro rtaskti�a uataria�a ,:,a�,C.d by,sPrayq,y��th ac arm . . Commeroial kdchens need not be se arated trom the restauram seatin areas that ihey serve. SP ar Mp . , . : _, . _, : : : I P 9 � - � � ' � • � sve ir ional:Mn av�� . . . � � . � u anc Occ.Load WC/Male WCfFemale Lav/Male Lav/Femate Tu6lShwr DF Service Slnk . . _ . . .. . 71&5.2f� HorROntdl EXd. Smoke On y . . . . A. ftating. Group � Rating . . . . . . . . . .. . tivckne;s shoWn i�the taWe b�low to steei surfaces which are fiee af drt,al w scela Use oF adhe opt 9 Occ P S Mm tloo�he�ght 80 mches . . • , . . . d . : . . . S o e See all 5 exce twns and subsechons . � ��tarrped d�wty.�s 13 P�.++�+mn iru!�tartped densdy of1l�p�fa TYPos D-CIF a II.�Min�avg azid.min md irkartg�e ..._ . . . . . . . A-2 .. 210 . 2. �2 .1 1 . . .0 . �1.. 1 . . . : � �� . 7i6.5.3 ..� . .Shaft Enclosures �Fire 8� m k . . P . . . . A 2 3 hr�� . . . . . . . . . . . ., . : , : . b-the outer Ien th of the tube Qn J 1008.7.2 B. Swin . in direction of exrt travei when serving area w/oca ioad of 50 or more or H occupan y , . , , . . . �'dens�hes of 22 and 19�� .�res� ve ,fix�T. ...HP:TartPinqis-optronal�Fa'�method of-dens�ty determnakron refer3o . . 9 . .. . . � . . . . . . � . . . . . . . . . 9 . . .. . � . . . � . . . . . . . . . � . � . . . . . xf t�! �v vae _ . . • • • • 7f&5.4 Fire PartRions Fire Only Corridors and tenani separai�ons in spnnklered bwldmgs IIL ALLOWABLE AREA&HEIGHT : . fooa.is C. Floor Elevation same on both srcies oi door-see 5 exceptions mamly on residential oas�yn uEormac�on sectan IX. MISCELLANEOUS REQUIREMENTS ,; . . . . or tenant partitions in covered malfwhere wail not req'd to deck B. See 706 or detailed requirements t=the wall thickness of the tube{in,) . , _ . � „ �oos.t.s D. Landings: 44 mmimum length measured m the:directlon of travel . . � . � . . . . . . . . . . . . . . �Oi3.f. 7. Guardra�ls.Reqwred Where Grade DiBerential Exceeds 30�. . .. . . . . . . . � Of where duCt<100 5 .In. .0217" a e has no o �nin� � 708 10:. Sh3ft and Stair EnclOSUres:.- . � � . . � . - . � . � � , . • ._ � • shall not reduce re uired width b mo�e than T'when fulty open 4 ' 9 9 ' , � g , 1. IUea 01 Pf0 OS2d Buildin GroSS FI00�A�2a tot3.2 A.42'high tGroup R-3&dweiling unhs xnthin Group R-2 can be 34 38 h�gh measured irom tread nosingj 9 Y P 9� � : .. •• • to corddor;duct above celling,and doesn't iermmate at wall 7oa.4 A Ratmg:2 HR _ . . • . �� ,� • ess than 1!2 rf serves occ.load>50 ckness of5 ra A Iled Fire Resistive Materlals re uired for variou5 fire 1 here at some condmons shall not reduce width ln any osttion to I , ; , , , , Afea#4 . . . . � � . . As�an aRernative to the.equatlon,the minimum thi R Y.. PP . . ... . . .4 . . . . iors.s . B.4.sphere upto34 high,8 sphere34-42 high(2 sp ) .P . . . . • . _ . � . . � Afea#1 .Afea.#2 � Ar@2#3. . . . .- . Corndors Smoke Onl Bwldm s e ui ed wdh smoke control s stems TDt7f5.a 8. O enin Protectwn. see Table 715.4 � . . � . .� . � � � . . . ��reslstance rattn s�ma-be dete�mined from the�table below. . � � . �� ed where roofto e ul ment is wtthin to'of rooi ed e 21"s here and extend min 30° ast e W . � as� 4. �Sta�rwa . � . . . 7t6.5.4.9 � . y . g q pP Y . . � P 9 . . . . . 9 Y C. Requlr P 4 P 9 ( P ) P 4 P 0 ys „ , , or where duct is 0.019"gage and has no opening to corridor 7os 11. Fire Partitions:WaIIs Separating dwelling unHs in the same building First FI00� 3,i45 A-2 toos.t A. Width. 44 miNmum(stairs serving occupant bad less than 50 may be 36') . . . . . ' K ON Sin le smoke com rtment with steel duct 709.3 A Rating; Not less than t-hour{except 1/2 hour in corridors per table 701�.1 and dweiling units ��g _ - tpog,2 B.Headroom SO"mimmum forthe full width ot sta�r&�andin 7t&s.s Smoke Barners Smo e y g pa _ Kdchen Mm M�n Thk In. 9 . , „ . . . 7t7 Concealed Spaoes:Fireblocking and Draftstopping shall be in accordance with Sections 717.1-7175 ai sleeping units in buiiding of Type IIB;IIIB and V6 construction equipped vnth spnnkler per 9o3.t.7 Column Size A P i Hr 1-1 2 Hr 2 Hr 3 Hr 4 Hr ioos.3 C. Riser. 4 mmimum,7"maximum I e end irom t of floodceilin assembl below to underside of deck or Outdoo�Sealing 537 / / „ ti7.3 Draftstopping in Floors/Ceiling spaces(R-1,R-2,R-3 and R-4);Draftstopping shall be locatetl above and in line w 7os•a 8. Shal xt op g Y tao9.3 D, Tread. 11 minimum _ _ _ . . s ee in unit se aratlons. Exce with s rinkler s tem in accordance with 903.1.1 floorlceiling assembly above(with exceptionsj SP 3x0:188 D.18 1 1-3/4 2 9J16 uNtand ( P 9 P Pt P YS YOOS.72 E Handrails; requfredoneachsldepersectioniDl2 ' ' ttics:see ex tion#2-Draftsto in is not r uired in buildin s ui ed with s rinkler er 903 7Qaa C. Fire blocking per 717.2!717:3 req'd in combust�Ie construction where partition does not extend to deck. 7t7.4 Draftstopping m A cep pp g Qq 9 eQ PP P P _ _ �a09.t22 34"-38°to top , : . • , . • . • Exce tion�5-Fireblockin and draftsto in are noi�e uired af artition line in Group R 2 buildings that do not p p ST 3z3xo.iee 0.18 i 1-3/4 2-9/16 „ , Exce tion tt3-In occu anc�es m Grou R-2 that do not exceed 4 stones in height,amc space shall be subdiwded k P 9 PP 9 q P �oos.t25 12 be ond to nser&depth of 1 tread beyond bottom riser P P P Total 3,893 537 Y P . . : . . exceed 4 stories proivded the attic is subdivided dy draftstopping fnto areas nof exceeding 3,OOOsf or hvo units s oth2 �Se�oted _ ; _ _ • areas not exceedmg 3,OOOSf or above every two unrts,wh�chever�s smaller. Afeas aze tot(R 2)unle S nM SP 4x0.237 0.22 13/16' 1 7/16 2 3/16 3 3/8 1014- 5. ExdAccess . . . ata.2 A. Intervenin Rooms Allowed if room is accesso not hi h-hazard occu anc,and discema6le 5�6.5.2-More ihan one 5tory aboye grade plan{R-2=36,000 w�th spnnklet Increase,36,�0 x 3=1�8,000 Allowe( ST4x4x0.i66 0.18 1 1-9J16 2-3/16 4 - Q 7 g N, 9 P Y � egress path is provided.` V. FIRE PROTECTIaN SYSTEMS � � � � �ST 4x4x0.375 0:34. �9/16 :13/16. .. 1-1/4. . � � � � 2-5/16 � 3-1[4 . . � . . . . . . . . . A-2 . !'' Existing Occupant Load Factor . 2 Proposed Num6er of Stories: 1 ; ST 36x24zOS 0.49 3/8 7/i6 11/i6 id/8 1-5/8 FOO( S.F. USB QLF #'Of QCC. #Of 2XIStS Table5o3 3. ProposedConstructionType; I-A i e _ 4. Allowable Height of Building . . . � . . � aavw�cRan�c�cnnravnn�-T�pq nr�v-clr..�ss.T�y�o-clr�nr:..��xx��..��uyotaa n.��..a�:n.��,.�<.�T�w coc�or . DIf11fIC�j. � 21T4 � A'2 1.:r,.. 1�:r � �2; . . , . . . � . . . . . � � . � . . � . 72b�fl503 �� A. �I1122t:� . . EXisin9 . . . . . . 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F� a.�, � �>. �� REN VATION -THE I � ,i`� ��: �. >�, � �" : 0 �, o �� :1� �-�x°' ,,.- r�-� �; i:��. ,��.. o I o ;`�.,� :,�., �� + '� `�;., y.7,� :"y� �" ;r�'"/ fr• �v';\ ,�=;" � _ � �'d' . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �:.:�� . - �,y ,.-.;�. . ;��. ��?s�' =x.�' �u,,.:�� ':��.;��.'' _ .., ; , : 0 - `;� , , _ �:.. v; ., � ;.m �_ LODGE AT VAIL , ,_ ,��. , '- ��_- ) �, _ �: � ,. ISSUED FOR. y � � / � , . REFERENCE LL. � � .� � >�: "�_. � � _ �;k� ¢ �'� � �+�}'/;x � r�, a' � \ �� :;� �� ' / o ��;��. a }�� :: J �; >,-�, .�=°�` :.�� _ � � K ' �,°;.. o , ,_: ., � o a a SHEET TITLE: � ;,. . r.. . \ `� g ;:,. : �C�� C�� I BUILDING CODE PLANS � ;, � / . R�`/I�� AND ANALYSIS � � � ��MF�L�A�� ; � / :: � / ��t�: �-�--7°(/ SCALE: As indicated =;,:, � �.. SHEET NUMBER � � - - - - - - - - - - - - - � : Q � . ,_ w. p�,�� . _�: � ��' � . � � �f�d�: � � M LEVEL 1 CODE PLAN � � � 1 , � .. . ,. . r.. 1/4 = 1 -0 ,- � o N � � , � � w _. _ _. . __ _ _ _ _ . . _ _ _ _ . _ _ _ � _ X. FINISHES(CONT.1 3. NO DRILLING CORING ETC. IS ALLOWED IN FLOOR SLABS OF THIS BUILDING WITHOUT VIIL MILLWORK , , T D E E E T HALL P RCHASE AND MAINTAIN THE CERTIFICATIONS � WORK COVERED BY CONTRAC OCUMENTS 15.TH G N RAL CONTRAC OR S U PRIOR CONSENT OF THE BUILDING MANAGER AND REVIEW BY THE OWNER S STRUCTURAL , _ VERINGS SHALL HAVE OF INSURANCE WITH RESPECT TO WORKMAN S COMPENSATION, PUBLIC LIABILITY AND ENGINEER. X RAY OR USE OF OTHER SIMILAR MEANS FLOOR SLAB AS REQUIRED TO 1.THE GENERAL CONTRACTOR SHALL PROVIDE FINISH SAMPLES OF ALL MILLWORK 12. ALL SCHEDULED WALLCOVERS SHALL BE GLUED. FABRIC WALLCO � ) � THE PROJEGT CONSISTS OF A 3942 SF TENANT FINISH WITH SOME DEMOLITION REQUIRED. PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW. THE GENERAL I ATERIAL PR RIM PIECES AND SHOP FLUE APPLIED TO WALL AND NOT TO FABRIC.SEE MANUFACTURERS WRITTEN INSTRUCTIONS. � , CONFIRM LOCATION OF OBJECTS EMBEDDED IN OR ATTACHED TO SLAB PRIOR TO F NISHES/M S, OFILE SAMPLES OF ALL WOOD BASES/T NTRA T R HALL BE RESPONSIBLE FOR INITIATING MAINTAINING AND GO C O S , PENETRATION. NO DRILLING OR POWER WORK SHALL TAKEPLACE DURING NORMAL DRAW INGS FOR ALL MILLWORK PRIOR TO ORDERING W A TIMELY MANNER AS NOT TO DELAY . � a.PROJECT TITLE. WILDFLOWER RENOVATION AT THE LODGE AT VAIL. VAIL,COLORADO. SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THIS WORK. BUSINESS HOURS AS DIRECTED BY BUILDING OWNER UNLESS SCHEDULED 24 HOURS W PROJECT COMPLETION DATE. 13. CONTRACTOR SHALL OBTAIN MANUFACTURER S SPEGIFICATIONS AND ADHERE STRICTLY TO , D RE . � b.OWNER.VAIL RESORTS ADVANCE. THE WRITTEN INSTALLATIONPROCE U S , 16. THE GENERAL CONTRACTORS AND SUBCONTRACTORS DELIVERING OF MATERIA�S 2.ALL MILLWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH AWI STANDARDS MOST �� PERMIT DOCUMENTS DATED JUNE 6, 2011 WERE PREPARED FOR THE PROJECT BY OZ ARCHITECTURE, ' SHALL ENTER BUILDING AT POINT DESIGNATED BY THE BUILDING OWNER ANDFOLLOW 4.ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS SHOWN OTHERWISE.' RECENT EDITION FOR PREMIUM GRADE MIL�WORK AND GABINETRY QUALITY AND DETAILING. 14. IN THE EVENT OF IMPERFECTIONS IN THE MATERIAL, PATTERN OR COLOR MATCH, THE ' ARIM REET DENVER LORADO 2 5. PREDETERMINED ROUTE THROUGH BUILDING TO WORKSPACE. NO EXCEPTIONS . B NTRACTOR SHAL� IMMEDIATELY CONTACT THE GENERAL CONTRACTOR AND ARCHITECT. 3003 L ER ST , ,CO 80 0 ( ) SU CO 5.USE DRYWALL ACCESSORIES AS SPECIFIED ON THE DRAWINGS OR IN THE PROJECT 3.ALL HARDWARE SHALL BE HEAVY DUTY CONSTRUCTION ANDAS INDICATED BY ARCHITECT. DO NOT RESUME INSTALLATION WITHOUT SPECIFIC DIRECTION FRO M THE ARCHITECT AND - - 17. N T ED 7 8 2011 DRAW INGS FOR GUARANTEED MAXIMUM PRICE O US DESIGN CRITERIA. SUBSTITUTIONS MUST HAVE APPROVAL OF THE ARCHITECT PRIOR TO ALL HINGES SHALL BE CONCEALED, SELF-CLOSING AND ALL DRAW ER GLIDES SHALL BE FULL GENERAL CONTRACTOR. E N NLE NOTED OTHERWISE. ALL MILLWORK DOORS SHALL BE SECURED WITH INSTALLATION. EXT NSIO , U SS � 1 . ENERAL NTRA T R M T ALL W F R HEDULE MODIFICATIONS AS NTY TATE AND FEDERAL FLAMMABILITY THE WORK WILL BE CONSTRUCTED UNDER A SINGLE PRIME CONTRACT. 8 G CO C O US O O SC MAGNETIC CATCHES AND HAVE SCHEDULED LOCKS AND DOOR PULLS. REFER TO TYPICAL 15. ALL WALLCOVERINGS MUST MEET LOCAL,'COU , S B RIN TENANT M T REMAW F LLY PERATI NAL D RW �� REQUIRED AS NEIGH O G S US U O O U G 6. DIMENSIONS NOTED HOLD ARE CRITICAL AND SHALL SET PRECEDENT FOR LAYOUT OF 'ELEVATION FOR FINISH AND LOCATION. GENERAL CONTRACTOR SHALL SUBMIT CUT SHEETS REGULATIONS. A�CHITECIU�E DIFICATION PROCEDURES CONSTRUCTION. SCHEDULE ALL SHUTDOWNS WITH TENANTS AND BUILDING � PARTITIONS. FOR ALL MILLWORK HARDWARE INCLUDING LOGKS, DOOR PULLS, GUIDES, HINGES, ETC.TO MANAGEMENT 48 HOURS IN ADVANCE. :ALL EAM HALL BE OF HIGH UALITY STANDARDS PATTERN-MATCHED AND ' ARCHITECT FOR APPROVAL PRIOR TO PROCEEDING. 16 S S S Q , L rimer Street D W NT T �� 3003 a ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR HANDLING AN PROCESS G CO RAG 7. ALIGN MEANS SIMILAR COMPONENTS OR CONSTRUCTION, (E.G.,WALLS,JAMBS, ETC.) INCONSPICUOUS. D T AND . 1 . THE E ERAL NTRA T R IS RESPONSIBLE FOR THE SECURITY CON UC - MODIFICATIONS. 9 G N CO C O , SHALL BE IN LWE ACROSS VOIDS. 4.ALL CASEWORK SHALL BE GOVERNED BY AWI SECTION 400 PREMIUM QUALITY, FLUSH DeC1V@r' CO HO2O�J � DISCIPLINE OF ALL WORKERS AND SECURI7Y OF THE WORK SITE AND STORED OVERLAY CONSTRUCTION AND MEDIUM DENSITY"FIBERBOARD"SUBSTRATE NOT 17. CLEAN ALL JOINTS AND EDGES AFTER COMPLETION OF INSTALLATION. � , � „ „ „ „ hone 303.861 .5704 1. MINOR CHANGES IN THE WORK MATERIALS, ETC.WHILE ON SITE. 8. TYPICAL MEANS IDENTICAL FOR ALL APPARENT SAME CONDITIONS. SIMILAR MEANS PARTICLEBOARD FOR PLASTIC LAMINATE AND WOOD VENEER. I� ) �� _ 1 . FIELD T U H UP SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SHALL COMPARABLE CHARACTERISTICS FOR THE CONDITION NOTED. OPPOSITE MEANS SIMI�AR 8 O C T ERAL TRA HALL HAVE N ITE AT ALL TIMES THE APPR VED - IL R REW H LES ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS: 20. HE GEN CON CTOR S O S , O COMPONENTS OR CONSTRUCTION ON OTHER SIDE. 5.AWI SECTION 200 SHALL GOVERN ALL WOOD WALL PANELING. PANELS SHALL BE VENEERED INCLUDE THE FILLING AND TOUCH UP OF EXPOSED JOB MADE NA O SC O , T E AR HITE T WILL E PPLEMENTAL IN TR TI N A TH RIZING MINOR HANGE IN WORK AND MOST CURRENT CONTRACT DOCUMENTS AND BUILDING PERMITS INCLUDING RF E E L IN FR M B FITTIN REPAIR F B INFLI TED H C C ISSU SU S UC O S U O C S , , ON TWO (2) SIDES TO CONTROL CONTRACTION AND EXPANSION. REFINISHING OF RAW SU AC S R SU T G O JO G, O JO C �� NOT INVOLVING ADJUSTMENT TO THE CONTRACT SUM OR CONTRACT TIME, ON AIA FORM G710. APPROVED CHANGE ORDERS. 9. PROVIDE MEANS FURNISH AND INSTALL. SCRATCHES AND MARS, AND FINAL CLEANING UP OF THE FINISHED SURFACES. - NNIN TRIM SHALL BE COVERED BY AWI SECTION 300 PREMIUM GRADE. � � ., 6.ALL RU G RE UEST FOR INFORMATfON RFI . 21.THE BUILDING AND FACILITIES MUST BE ACCESSIBLE TO AND FUNCTIONAL FOR THE M ET W H AR HITE T TO REVIEW AND ALL STONE SLAB MATERIALS Q ( L 10.ANY DIMENSION NOTED VERIFY' OR AS REQUIRED MUST BE CONFIRMED WITH THE 19. CONTRACTOR SHALL E IT C C , ND NF RM ALL APPLICABLE CODES REGULATIONS LD MEA RE PRI R T RDER PLA EMENT. THE CONTRACTOR MAY REQUEST ADDITIONAL INFORMATION OR CLARIFICATION BY SUBMITTING A PHYSICAL.�Y HANDICAPPED A CO O TO , ARGHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. 7.AW1 SECTION 1500 SHALL GOVERN ALL CASEWORK CONCERNING WALL PANE�ING AND PROVIDE SHOP DRAWINGS FOR REVIEW,AND FIE SU O O O C �� ,� REQUEST FOR INFORMATION. THE CONTRACTOR MAY,AFTER EXERCISING DUE DILIGENCE TO AND LAWS. THE GENERAL CONTRACTOR SHALL CONFIRM THIS AND CONSULT WITH RUNNING TRIM. CUSTOM GRADE CATALYZED LACQUER AWI SYSTEM TR-2,TRANSPARENT CONTRACTOR TO COORDINATE WITH ARCHITECT AS NOT TO INTERFERE WITH PROJECT T N ARI E P I R T - • LOCATE REQUIRED INFORMATION AND AFfER DETERMINING THAT SUCH INFORMATION IS NOT THE ARCHITECT SHOULD ANY DISCREPANCIES OR QUES 10 S S R O O 11.ALL HEIGHTS ARE DIMENSIONED FROM ABOVE FINISH FLOOR UNLESS NOTED OTHERWISE. FINISH,40 SATIN 30 50 SHEEN,OPEN PORE. NO WASH COAT, INCLUDE STAIN,SEALER, SAND SCHEDULE. APPARENT FROM FIELD OBSERVATIONS IS NOT CONTAINED IN THE CONTRACT DOCUMENTS NOR IS PROCEEDING WITH CONSTRUCTION. AND TWO 2 TOP COATS. ` , , O ABLY INFERABLE F M HE AR HITE T LARIFI ATI N R RIP ARE TO BE USED BETWEEN FLOORING AND OR WALL REASON ROM THEM, REQUEST FRO T C C C C O O 12.DOOR FRAMES OCCURRING ADJACENT TO INTERSECTING PARTITIONS SHALL BE 20. NO TRIM PIECES OR REDUCER ST S � INTERPRETATION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL, 22. QUESTIONS CONCERNING ACCURACY, BUILDABILITY AND CODE COMPLIANCE INSTALLED 5 FROM THE BACK EDGE OF JAMB TO THE FACE OF THE ADJACENT PARTITION 8. FOR PLASTIC LAMINATE PRODUCTS ALL EXPOSED SURFACES ALL SEMI-EXPOSED FINISH GHANGES UNLESS NOTED OTHERW ISE. , , WITH REASONABLE PROMPTNESS RESPOND TO SUCH CONTRACTOR'S RE UESTS FOR SHALL BE ADDRESSED WITH THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION. E AND ALL BALAN IN FA E F LAMINATED PANELS SHALL BE PLASTIC LAMINATE. , Q UNLESS NOTED OTHERWISE. SURFAC S C G C S O LARIFICATION OR INTERPRETATION. - A A R N BETWEEN THE EXISTING FLOOR OR ANY TILE FLOORING AND C FOR WOOD PRODUCTS, ALL EXPOSED SURFACES AND ALL SEMI EXPOSED SURFACES SHALL 21. FL T CH NGES OCCU RI G „ RI I ER TRIP. ARPET HALL A�WAY BE 1 2 NAP 1 4 23.ALL CHANGES IN THESE DOCUMENTS SHALL ONLY BE AUTHORIZED IF IN W T NG 13.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EQUIPMENT SIZES, BE WOOD VENEER WITH VENEERED OR SOLID WOOD EDGES(INCLUDING BOTH SIDES OF CARPET SHALL HAVE NO VISIBLE REDUC S C S S / ( / �� EACH RFI MUST PROPOSE AN INTENDED SOLUTION AND INDICATE COST IMPACT IF APPLICABLE. THE BY THE ARCHITEGT AND APPROVED BY THE BUILDING OWNER AND/OR TENANT. IF REQUIREMENTS AND INSTALLATION METHODS WHERE NOTED 'TENANT/OWNER DOORS AND DRAWER FRONTS . FOR ALL OTHER INTERIOR,SURFACES SHALL BE MELAMINE" MAX.)ABOVE TILE OR CONCRETE. CARPET SHALL BE ROLLED AT EDGE TO PREVENT THE , ) RFI MUST SHOW DATE REPLY,REQUIRED AN ACTUAL DATE, NOT ASAP ANY DISCREPANCIES EXIST IN THE CONTRACT DOCUMENTS/SPECIFICATIONS,THE PROVIDED..........GENERAL CONTRACTOR TO INSTALL OR APPROVED EQUAL CABINET LINER.COLORS:WHITE FOR LAMINATE CABINETS, BLACK FOR POSSIBILITY OF FRAYING SURFACES. � ) GENERAL CONTRACTOR IS RESPONSBLE FOR CLARIFYING WITH THE ARCHITECT.THE . " WOOD CABINETS MINIMUM VENEER AND OVERLAY THICKNESS. TOP AND SHELF EDGE.0.050 , , „ . . ,. R L B PRI R T THE 2.GHANGE ORDER PROPOSAL REQUESTS GENERAL CONTRACTOR SHALL RESOLVE FIELD CONDITIONS NOT SHOWN W 14. NEW GYPSUM CONSTRUCTION MEETING EXISTING CONSTRUCTION IN THE SAME PLANE THICK MINIMUM, VERTICAL SURFACES. 0.028 THICK MINIMUM, HORIZONTAL SURFACES.0.050 22.THE GENERAL CONTRACTOR SHALL SWEEP AND CLEAN THE FLOO S A O O T' , : „ � . -I ITIATED , CONTRACT DOCUMENTS WITH ARCHITEC . SHALL BE FLUSH WITH NO VISIBLE JOINTS. THICK MINIMUM, CABINETLINER.0.020 THICK MINIMUM. REFER TO FINISH SPECIFICATIONS FOR INSTALLATION OF ALL FLOOR COVER NG OWNER N PROPOSAL REQUESTS. COLORS. X E FL OR ADHESIVE FR M THE ARCHITECT WILL ISSUE A DETAILED DESCRIPTION OF PROPOSED CHANGES IN THE WORK THAT 24. IF ANY DISCREPANCIES EXISTING BETWEEN THE PROJECT DESIGN CRITERIA AND 15. ALL GYPSUM BOARD CONSTRUCTION SHAL�BE PLUMB AND IN TRUE STRAIGHT LINES AND 23. THE GENERAL CONTRACTOR SHALL REMOVE ALL E C SS O S O WILL REQUIRE ADJUSTMENTTO THE CONTRACT SUM OR CONTRACT TIME. IF NECESSARY, THE THE DRAWINGS,THE SPECIFICATION SHALL GOVERN, HOWEVER,THE G.C. IS SHALL CONFORM TO ASTM C480 AS WELL AS MANUFAGTURER'S WRITTEN STANDARDS OF 9.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL APPLIANCE AND ADJACENT SURFACES AFTER FLOOR COVERING INSTAL�ATION. THE GENERAL CONTRACTOR DESCRIPTION WILL INCLUDE SUPPLEMENTAL OR REVISED DRAWING AND SPECIFICATIONS. RESPONSIBLE FOR CLARIFYING WITH THE ARCHITECT. CONSTRUCTION. EQUIPMENT DIMENSIONS PRIOR TO PRODUCTION OF MILLWORK. SHALL USE ONLY THOSE CHEMICALS RECOMMENDED BY THE FLOOR COVERING MANUFACTURERS AND THOROUGHLY CLEAN THOSE SURFACES AFTER THE CHEMICAL , D I I PROPOSAL REQUESTS ISSUED BY THE ARCHITECT ARE FOR INFORMATION ONLY. DO NOT CONSIDER THE ARCHITECT,ONLY,SHALL INTERPRET THE DRAWINGS AN SPEC FlCAT ONS. ' 16. ALL EXTERIOR CORNERS SHALL HAVE METAL CORNER BEADS. ALL PARTITIONS SHALL 10.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING, LOCATING AND INSTALLING CLEANING. THEM AS AN INSTRUCTION EITHER TO STOP WORK IN PROGRESS OR TO EXECUTE THE PROPOSED HAVE FILL BEAD AT TOP OF WALL AS DETAILED. ALL BLOCKING REQUIRED TO ADEQUATELY SUPPORT MILLWORK PIECES AND THE RELATED CHANGE. 25. UNDER NO CIRCUMSTANCES SHALL ANY MEASUREMENT BE SCALED FROM THESE LOADING. 24.THE GENERAL CONTRACTOR SHALL CONFIRM AND PREPARE ALL FLOORS TO RECEIVE FLOOR WITHIN 7 DAYS OF RECEIPT OF A PROPOSAL REQUEST, SUBMIT AN ESTIMATE OF COST NECESSARY DOCUMENTS. ANY MEASUREMENT NOT GIVEN AN ACTUAL NUMERICAL DIMENSION 17.GYPSUM WALLBOARD ON PARTITIONS REQUIRING A RATING OF ONE-HOUR OR MORE COVERING TO LEVE�NESS REQUIREMENT OF MANUFACTURER FINISHES. CONFIRM TO EXECUTE THE CHANGE TO THE ARCHITECT F�R THE OWNER'S REVIEW. SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO PROCEEDING. SHAL�BE TAPED AND THE SCREWS SPOTTED WHETHER OR NOT WALL TREATMENT IS 11.THE HEADS OF ALL FASTENERS IN WOOD FRAMES TRIM ETC. SHALL BE SUNK FIL�ED CONFORMANCE PRIOR TO SUBMITTING BID. • INCLUDE A LIST OF QUANTITIES OF PRODUCTS REQUIRED AND UNIT COSTS,WITH THE TOTAL SGHEDULED. SMOOTH AND BLENDED WITH FINAL FINISH FORINVISIBLE APPEARANCE. � AMOUNT OF PURCHASES TO BE MADE. WHERE REQUESTED, FURNISH SURVEY DATA TO 26.THE GENERAL CONTRACTOR SHALL SUBMIT TO THE ARCHITECT WITHIN FIVE (5) 25. CARPET INSTALLER SHALL PROVIDE LATEX LEVELING TO REPAIR SURFACE IMPERFECTIONS SUBSTANTIATE QUANTITIES. DAYS OF COMMENCEMENT OF WORK, CONFIRMATION WITH DELIVERY DATES ON 18. DRYWALL SHALL BE SCREWED TO METAL STUDS AND FINISHED WITH THREE(3)COATS OF 12. CASEWORK: AND AT TRANSITIONS TO STONE OR CERAMIC TILE FLOORING FOR SMOOTH TRANSITION. • INDICATE APPLICABLE TAXES, DELIVERY CHARGES, EQUIPMENT RENTAL, AND AMOUNTS OF TRADE ORDERS OF MATERIALS AND EQUIPMENT WITH LONG LEAD TIMES, WHICH COULD TAPE/COMPOUND,SANDING BETWEEN COATS AND AFTER FINAL COAT. - AWI SECTION 400 SHALL GOVERN- PREMIUM QUALITY GENERAL CONTRACTOR SHALL COORDINATE FLOORPREPARATION WITH OTHER TRADES. DISCOUNTS. PREVENT THE MEETING OF SPECIFIED CONSTRUCTION DATES. IN THE EVENT THAT - FLUSH OVERLAY CONSTRUCTION � • INGLUDE A STATEMENT INDICATING THE EFFECT THE PROPOSED CHANGE W THE WORK WILL HAVE THIS IS NOT DONE,THE GENERAL CONTRACTOR IS TO ACCEPT RESPONSIBILITY FOR 19.ALL DRYWALL CEILINGS SHALL BE LEVEL AND WITH NO VISIBLE JOINTS OR - MEDIUM DENSITY"FIBERBOARD"SUBSTRATE (NOT PARTICLEBOARD) 26. STONE TILE SHALL BE THIN-SET DIRECTLY OVER GONCRETE SLAB.EXAMINE SLAB FOR ; -0N THE CONTRACT TIME. ANY ADDITIONAL EXPENSES REQUIRED TO OBTAIN ITEMS WITHIN OWNER'S SCHEDULE. IMPERFECTIONS. CONTROL JOINTS WILL ONLY BE LOCATED AS SPECIFICALLY NOTED IN FOR PLASTIC LAMINATE AND WOOD VENEER. CRACKS AND IMPERFECTIONS DELETERIOUS TO THIS WSTALLATION. PROVIDE LATEX LEVELING CONGTf1UCTION DOCUMCNTE. Tp REP/�IR IMPERFECTIONb PRIOR TO TILE INST/\LLJITION. IMFORM 1\RCNITECT IMMEDIaITELV IF CONTRACTOR-INITIATED PROPOSALS: 27. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL BUILDING ITEMS 13. HARDWARE: IMPERFECTIONS CANNOT BE REMOVED OR CORRECTED. NT RE EEN NDITI N RE IRE M DIFI ATI N T THE C NTRA T THE RELATING TO BOTH WALLSAND CEILWG FIRE HORNS SPEAKERS SMOKE DETECTORS • - - WHEN LATE OR UNFO S CO O S QU O C O S O O C , ( , , 20.ACCESS PANELS SHALL NOT BE ALLOWED IN DRYWALL CEI�INGS EXCEPT WHERE NOTED HINGES. MEPLA DS KLIP SYSTEM, 120 OPENING, CONCEALED/SELF CLOSING CONTRACTOR MAY PROPOSE CHANGES BY SUBMITTING A REQUEST FOR A CHANGE TO THE SPRINKLERS ETC. NOT INDICATED IN THESE DOCUMENTS FOR EXACT ON PLANS. GENERAL CONTRACTOR TO COORDINATE WITH SUBCONTRACTORS AS REQUIRED. DRAWER GLIDES: ACCURIDE MODEL 4034 FILE 3005 BOX 2006 PENCIL 27. LAY FLOORING W PATTERN S SHOWN ON PLANS.THE GENERAL CONTRACTOR SHALL , ) � ), � ), � ) � ) ARCHITEGT. LOCATION/RELOCATION BEFORE PROCEEDING WITH CONSTRUCTION. IF MECHANICAUELECTRIC/PLUMBING IS NOT COORDINATED,THE GENERAL CONTRACTOR AND TOUCHLATCHES: AMEROCK#70280 INSTALL TILE IN ONE DIRECTION. DO NOT CHECKERBOARD TILE DIRECTION. GRAIN UNLESS • � HIS SUBCONTRACTORS WILC RELOCATE ITEMS AT NO ADDITIONAL COST TO OWNER AND/OR MAGNETIC CATCHES. KNAPE&VOGT NO. 915 BR OTHERWISE NOTE0. ,. ,� „ �. TRA T R HALL F RNI H AND • _ ' INCLUDE A STATEMENT OUTLINING THE REASONS FOR THE CHANGE AND THE EFFECT OF THE CHANGE 28. THE GENERAL CONTRACTOR AND AL�SUBCON C O S S U S TENANTAND WITH NO ADJUSTMENTS TO THE SCHEDULE. IF EXISTWG CONDITIONS REQUIRE LOCKS. TIMBERLWE SUPPLY SYSTEM 150 (PEDESTALS) CD 184 CAMLOCK ON THE WORK. PROVIDE A COMPLETE DESCRIPTION OF THE PROPOSED CHANGE. INDICATE THE INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN ACCORDANCE AN ACCESS PANE� IN A DRYWALL CEILING AND IT IS NOT NOTED IN THE CONTRACT INDIVIDUAL LOCKS 28. INSTALL TILE LEVEL WITH JOINTS NOT TO EXCEED 1/8"IN WIDTH.VERIFY WITH ARCHITECT. EFFECT OF THE PROPOSED CHANGE ON THE CONTRACT SUM AND CONTRACT TIME. WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS OR THE SPECIFICATION N AL NT A L PLA E THE ENTIRE EILING PLANE N H LD PULLS: REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ALL DRAWERS AND , , DOCUMENTS,THE GE ER CO R CTOR SHAL C C O O E IN H N ENT. NFIRM DIRE TI N WITH AR HITE T . ; H RE ,WHIC EVER IS MORE STRI G CO C O C C AND IMMEDIATELY CONTACT THE ARCHITECT TO CONFIRM CONDITION. OOR FINISH. SATIN TAIN ESS STEEL OR CLEAR SATIN ALUMINUM. 28.SEAMLESS EPDXY FLOORING. � INC�UDE A LIST OF QUANTITIES OF PRODUCTS REQUIRED AND UNIT COSTS,WITH THE TOTAL AMOUNT PRIOR TO PROCEEDING. MASTERSHIELD CRC-30 COATING SYSTEM. INSTAL�ED AT A 2H-30MILS THICKNESS. PREPARE - 2 � OF PURCHASES TO BE MADE. WHERE REQUESTED, FURNISH SURVEY DATA TO SUBSTANTIATE 21: ALL CEILING PENETRATIONS SHOULD BE CHECKED AND CONFIRMED BUILDABLE BEFORE y4. REVEALS AT PLYWOOD PANELS. EXISTING CONCRETE SLAB BY MECHANICAL MEANS TO REMOVE ANY SPALLING OR UANTITIE . 29. GENERAL CONTRACTOR MUST RETAIN SUBCONTRACTORS THAT HAVE THE ABILITY DETERIORATED NCRETE. ALL CRACKS TO BE PREPARED TO MEET EPDXY FLOORING CRITERIA. Q S ANY RELATED ELEMENTS ARE CONSTRUCTED. IF THERE ARE ANY DISCREPANCIES OR OTHER CHANNEL SCREED BY FRY REGLET CO _ ,� �� TO PURCHASE THE PRODUCTS SPECIFIED HEREIN. COORDINATION QUESTIONS,THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CORNER TRIM X CORNER TRIM BY FRY REGLET EXISTING SLABS TO BE PRIMED WITH MASTERSHIELD PRIMER. ALUMINUM OxIDE TEXTURE TO BE DELIVERY HAR E E IPMENT RENTAL AND AM NT F TRADE . AND NAL OAT 2 COATS MASTERSHIELD CRC INSTALLED INDICATE APPLICABLE TAXES, C G S, QU , OU S O CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION BROADCAST INTO FLOORING BOCY FI C ( ) � • T LED A PE IFIED EX EPT WHERE A , DISCOUNTS. 30.SUBSTITUTIONS. ALL ITEMS SHALL BE INS AL S S C C OR ANY RELATED/ADJACENT WORK. IF WORK PROCEEDS WITHOUT THE ARCHITECTS PER MANUFACTURES RECOMMENDATIONS. SUBSTITUTE HAS BEEN APPROVED BY THE OWNER ARGHITECT AND TENANT IN � , APPROVAUCONFIRMATION REWORK/RELOCATION WILL BE AT THE GENERAL CONTRACTOR S IX. GLASS AND GLAZING , � IN E TI N "PR D T BSTITUTIONS"IF THE PROPOSED CHANGE WRITING. ALL SUBSTITUTIONS MUST BE SUBMITTED TO ARCHITECT AND TENANT FOR . COMPLY WITH REQUIREMENTS S G O O UC SU EXPENSE. 29. INTEGRAL COVE BASE. „ � � REQUIRES SUBSTITUTION OF ONE PRODUCT OR SYSTEM FOR A PRODUCT OR SYSTEM SPECIFIED. REVIEW AND APPROVAL. PRODUCT SUBSTITUTIONS MUST BE SUBMITTED NO LESS 1. GLASS AND GLAZING SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF THE FLAT PROVIDE 6 SEAMLESS EPDXY COVE BASE AT ALL EPDXY FLOORING LOCATIONS. T A WEEK PRI R T TH LEAD TIME OF THE ORIGINALLY SPECIFIED PRODUCT. " " H N TWO S O O E 22.ALL WOOD BLOCKING NOTED SHALL BE FIRE RETARDANT TREATED. PROVIDE WOOD GLASS MARKETING ASSOCIATION GLAZING MANUAL AND AHSI Z97.1-1975. . EN AL NTRA R I T RECEIVE WRITTEN ACCEPTANCE OF PRODUCT I I PROPOSAL REQUEST FORM. THE G ER CO CTO S O BLOCKING W ALL PARTITIONS WHICH RECEIVE SHELVING, CABINETS, COUNTERS, FURNITURE, 30.APPLY ONE COAT OF SEALANT TO ALL TILE IN FINISH SYSTEMS AND/OR SPEC F CATIONS USE AIA DOCUMENT G709 FOR CHANGE ORDER PROPOSAL REQUESTS. SUBSTITUTION BASED ON PRICE AND QUAUTY. QUALITY SAMPLES, SPECIFICATIONS ETC.WHERE LOCAL AUTHORITIES PROHIBIT WOOD BLOCKING PROVIDE 16 GA. METAL SHEETS." 2.ALL GLASS SHALL BE ORDERED WITHOUT MANUFACTURERS STAMP AND FREE OF PRIOR TO WSTALLATION. AFTER GROUT HAS CURED 28 DAYS, APPLY A SECOND COAT OF AND PRICING INFORMATION ARE TO BE SUBMITTED TO THE ARCHITECT AT TIME OF BLEMISHES AND TONG MARKS. SEALANT TO ALL NEW WALL AND FLOOR TILE AND GROUT JOINTS AS SPECIFIED. REFER TO 3. ALLOWANCES SUBSTITUTION REQUEST AND WITHW THE TIME FRAME AS IDENTIFIED IN THIS POLICY. 23. IF ANY EXPOSED ITEMIN THE CEILING REQUIRES REL.00ATION DUE TO CONFLICT, THE FINISH SPECIFICATIONS. PROVIDE THREE(3) SETS OF SUBMITfAL INFORMATION FOR REVIEW. ALL PRODUCT GENERAL CONTRACTOR MUST CLARIFY WITH THE ARCHITECT BEFORE PROCEEDING WITH THE 3. PROVIDE TEMPERED OR FIRE RATED GLASS AS SHOWN ON PLAN AND REQUIRED BY CODE. ALLOWANCE ADJUSTMENT: SUBSTITUTIONS MUST HAVE EGIUAL GUARANTEE BE OF EQUAL QUALITY AND NOT R E I T N BY A TH RITIE . � , ITEM IN QUESTION.THE GENERAL CONTRACTOR SHALL PUT ON HOLD THE CEILING OF THE ALL LABELS MUST BE VISIBLE AFTER INSTALLATION FO V RIF CA 10 U O S > FOR ALLOWANCE-COST ADJUSTMENT, BASE EAGH CHANGE ORDER PROPOSAL ON THE DIFFERENCE COMPROMISE THE DESIGN INTENT AS SET BY THE ARCHITECT. ENTIRE AREA. ROOM AT ANY LOCATION WHERE A CONFLICT OCCURS PENDING APPROVAL. XI. LIGHTING .� BETWEEN THE ACTUAL PURCHASE AMOUNT AND THE ALLOWANCE, MULTIPLIED BY THE FINAL CONFIRMATION FROM THE ARCHITECT INCLUDING ALL PENETRATIONS (GRIL�S, DIFFUSERS, 4. FIELD VERIFY GLAZING OPENINGS PRIOR TO ORDERING GLASS. GCTO PROVIDE SHOP � � K-I - LA E. WHERE APPLI ABLE 1N L DE REA NAB�E ALL WANCE F R 31. SUBMITTALS: SUBMIT LITERATURE AND/OR SHOP DRAWINGS TO ARGHITECT BY E- E MPATIBILITY F RLL LI HT FIXT RE WITH MEASUREMENT OF WOR N P C C , C U SO O S O SPEAKERS, ETC.). IN THE CASE OF A CONFLICT THAT OGCURS IN AN OPEN AREA,THE ENTIRE DRAWINGS AND GLASS SUBMITTAL PRIOR TO ORDERING GLASS. 1.THE GENERAL CONTRACTOR SHALL VERIFY TH CO O G U S � � CUTTING LOSSES,TOLERANCES, MIXING WRSTES,NORMAL PRODUCT IMPERFECTIONS, AND SIMILAR MAIL AND/OR PDF FOR REVIEW PRIOR TO FABRICATION OF MATERIALS AND CEILING SHALL BE PLACED ON HOL0.ANY ITEMS INSTALLED PRIOR TO DISCOVERING THE CEILING MATERIALS, ADJAGENT CONSTRUCTION AND ADJACENT FINISHES.THE G.C.SHALL � MAR IN . E UIPMENT FOR ANY AND ALL OF THE FOLLOWING: N TIFY THE AR HITECT OF ANY CONFLICTS WITH THE PROPOSED INSTALLATION. PRIOR TO G S Q CONFLICT WITHIN A ROOM OR OPEN AREA WILL BE SUBJECT TO RELOCATION AT THE GENERAL 5. FOR G�ASS 11VDICATED ON PLANS TO BE RELOCATED OR RECONFIGURED,THE G.C.SHALL O C �' - • INCLUDE INSTALLATION COSTS W THE PURCHASE AMOUNT ONLY WHERE INDICATED AS PART OF - DOORS, FRAMES AND HARDWARE CONTRACTORS EXPENSE. VERIFYTHAT SUCH GLASS IS APPROPRIATE TYPE TO MEET LOCAL CODE REQUIREMENTS SUBMITTING SHOP DRAWINGS ORDERING FIXTURES. � � THEALLOWANCE. WHEN IN THE NEW LOCATION (ie:TEMPERED OR RATED). G.C. SHALL NOTIFY ARCHITECT OF � � • WHEN REQUESTED, PREPARE EXPLANATIONS AND DOGUMENTATION TO SUBSTANTIATE THE - ST L HELVIN NIT IV.CONCRETE ANY SCREPANCIE RIOR O SUBMITTAL AND R EST A CLARIFICAT N. 2.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MISCELLANEOUS HARDWARE, N (� MARGINS CLAIMED. - ARP IAG MS , 1. PROVIDE FORMWORK FOR PLACEMENT OF CAST-IN-PLACE CONCRETE FOR AWNING ATTACHMENT DEVICES,TRANSFORMERS, ETC. AS NECESSARY TO PROVIDE A COMPLETED � L T - PLUMBING FIXTURES FOOTINGS, FOUNDATION WALLS, AND SLABS. 6. GLASS ENTRY SYSTEM TO BE MANET SERIES BY DORMA. CONNECTION SYSTEM:90 DEGREE INSTALLATION. : „ W c� o0 4.CONSTRUCTION CHANGE DIRECTIVE - SPECIALTY LIGHTING 2. PROVIDE REINFORCING BARS AND WIRE MESH AS REQUIRED AND AS INDICATED CORNER CONNECTION TO CEILING AND FLOOR.GLASS AT ENTRY TO BE CLEAR 1/2 TE PERED. - HOSTESS STAND N RETE FINI H: GLASS CONTRACTOR TO VERIFY THICKNESS. 2 3.THE GENERAL CONTRACTOR SHAL�SUPPLY A COMPLETED LIGHT FIXTURE LAMP AND 3. CO C S , � CONSTRUCTION CHANGE DIRECTIVE: - CABINETRY/WORK COUNTERS (MILLWORK) -PATIO FWISH-BOMANITE IMPRINTED CONCRETE. A CAST-IN-PLACE CONCRETE SLAB BALLAST SHOP DRAWING SUBMITTAL TO THE ARCHITECT PRIOR TO THE PLACEMENT OF ANY � O PRIOR TO OWNER AND CONTRACTOR AGREEMENT ON ADJUSTMENT OF CONTRAGT SUM OR TIME, THE - CEILINGS PERFORMED BY LICENSED INSTALLER. ORDERS. THE ARCHITECT WILL ACCEPT NO SUBSTITUTIONS OF LIGHT FIXTURES, LAMPS AND ' _ _ � U ARCHITECT MAYlSSUE A CONSTRUCTION CHANGE DIREGTIVE ON AIA FORM G714. THE CONSTRUCTION OVIDED BY G.C. CONCRETE SHALL HAVE A MINIMUM 4,000 P.S.I. (PER ACI 318) X. FINISHES BALLASTS WITHOUT PRIOR APPROVAL. REFER TO SECTION t NOTE#30 FOR SUBSTITUTION CHANGE DIRECTIVE INSTRUCTS THE CONTRACTOR TO PROCEED WITH A CHANGE IN THE WORK, FOR - TC I T -CONCRETE FINISH AND TEXTURE TO MATCH EXISTING. BOMANITE CURE AND SEAL TO PROCEDURE. �1'� „ _ V � SUBSEQUENT INCLUSION IN A CHANGE ORDER. FI A . A..S� BE APPLIED IN ACGORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. 1.THE GENERAL CONTRACTOR SHALL SUBMIT FOR THE ARCHITECT'S APPROVAL,SAMPLES OF - �� - THE CONSTRUCTION CHANGE DIRECTIVE CONTAINS A COMPLETE DESCRIPTION OF THE CHANGE IN - STEEL ALL REVEALS,TRIM PIECES, ETC. AND 12 X 12 FINISH SAMPLES OF ALL SPECIFIED MATERIALS 4.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR TARGETING AND ADJUSTWG ALL ♦"' � , THE WORK. IT ALSO DESIGNATES THE METHOD TO BE FOLLOWED TObETERMINE CHANGE IN THE - ACCESS FLOORING/ FLUSH ACCESS PANELS V. MASONRY IN APPROPRIATE APPLICATIONS PRIOR TO ORDERING. PROVIDE SAMPLES IN A TIME�Y ADJUSTABLE LIGHT FIXTURES UNDER THE OBSERVATION OF,AND IN COMPLIANCE WITH,THE � T T TIME. - RAI�W LL LAB R AND MATERIALS RE UIRED TO PERFORM _ CONTRACT SUM OR GON RAC GS MANNER AS NOT TO DELAY THE PROJECT COMPLETION DATE. RECOMMENDATIONS OF THE ARCHITECT. A O (� W (�' > • MAINTAIN DETAILED RECORDS ON A TIME AND MATERIAL BASIS OF WORK REQUIRED BY THE - LOGO SIGNAGE , . METAL THESE TASKS SHALL BE INCLUDED IN THE BASE CONSTRUCTION BID. ' VI w CONSTRUCTION CHANGE DIRECTIVE. 1.PROVIDE STRUCTURAL STEEL FOR BUILDING CONSTRUCTION INGLUDING SUB FRAMING 2.THE GENERAL CONTRACTOR SHALL PROVIDE PROTEGTIVE COVERINGS FOR CARPETS, • AFfER COMPLETION OF THE CHANGE SUBMIT AN ITEMIZED ACCOUNT AND SUPPORTING DATA SEE ALSO SEPARATE SECTIONS OF WORK AND PLANS FOR OTHER SUBMITTAL D EX TI FINI HE W AREAS OF CONSTRUCTION AND SHALL BE 5.ALL CEILING PENETRATIONS SHALL BE CHECKED AND CONFIRMED BUILDABLE BEFORE ANY , UNITS THAT ARE PART OF THE GENERA� FRAMING SYSTEM. INCLUDE ANCHORS, BASES, FURNISHINGS AN IS NG S S NECESSARY TO SUBSTANTIATE COST AND TIME ADJUSTMENTS TO THE CONTRAGT. REQUIREMENTS. BEARING AND LEVELING PLATES BRACING LINTELS RESPONSIBLEFOR THE REPAIR OF ANY DAMAGE CAUSED BY THE WORK OF THE GENERAL RELATED E�EMENTS ARE CONSTRUCTED. IF ANY LIGHT FIXTURE CANNOT BEINSTALLED DUE TO � , , � 2.ERECT STRUCTURAL STEEL IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE CONTRACTOR AND AL�SUBCONTRACTORS. CONFLICTS WITH SPRINKLERS, BEAMS, H.V.A.C., ETC. OR ANY DISCREPANCIES OR QUESTIONS ` I� 5.CHANGE ORDER PROCEDURES SHOP DRAWINGS MUST BE REVIEWED BY AND HAVE THE G.C.'S SHOP DRAWING STAMP ARISE THE GENERAL CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT FOR STEEL BUILDINGS AND BRIDGES, LATEST EDITION , T , AND SIGNATURE PRIOR TO SUBMITTAL TO ARCHITECT. 3.PROVIDE SUITABLE TEMPORARY BRACING TO MAINTAIN STRUCTURAL STEEL IN PROPER 3.ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE SPECIFIED IMMEDIATELY. IF WORK PROCEEDS WITHOUT THE ARCHITECTS APPROVAUCONFIRMATION, UPON THE OWNERS APPROVAL OF A PROPOSAL REQUEST THE ARCHITECT WILI.ISSUE A CHANGE P ITI N NTIL PERMANENTLY E RED FINISH INCLUDING WALLCOVERING. EACH FINISH SUBCONTRACTOR SHALL INSPECT SURFACES REWORK/RELOCATION WILL BE AT THE GENERAL CONTRACTORS EXPENSE. � OS O U S CU � ORDER FOR SIGNATURES OF THE OWNER AND THE CONTRACTOR ON AIA FORM G701. FOR ALL CUSTOM PRODUCTS:G.C.MUST HAVE EACH VENDOR OR SUBCONTRACTOR 4.PROVIDE MISCELLANEOUS METAL ITEMS FABRICATED FROM HEAVY GAGE FERROUS METALS: TO RECEIVE FINISHES AND REPORT UNFAVORABLE CONDITIONS AND SUBSTRATES TO THE D PROVIDE PHOTOGRAPH TO ARCHITECT FOR APPROVAL UPON COMPLETION OF ITEM E I WITH THE W RK. GENERAL CONTRACTOR 6.THE GENERAL GONTRACTOR SHALL LAY OUT THE TOTAL WORK AREA PRIOR TO PROCEE ING , BAR TOP SUPPORT,SHELVING SUPPORT,AND EQUIPMENT SUPPORTS, INCLUDING STEEL GENERAL CONTRACTOR BEFORE PROCE D NG O I.GENERAL NOTES PRIOR TO SHIPPING OR DELIVERY. POSTS,ANGL.ES AND PLATES IN CONCEALED WALLS, AND BENEATH COUNTERTOPS, ETC. SHALL NOTIFY ARCHITECT IMMEDIATELY. , WITH CONSTRUCTION TO ALLOW THE ARCHITECT THE OPPORTUNITY TOREVIEW ANY CONFLICTS � 5.TIMBER AND GLASS SHELVING CONNECTIONS' PROVIDE METAL STRAPS PLATES RODS AND IN THE FIELD. � NOTE: NOT ALL STATEMENTS OR SECTIONS OF THIS SPECIFICATION MAY APPLY TO THIS PROJECT. SUBMISSION OF PHOTOGRAPH MAY BE VIA MAIL, COURIER, E-MAIL OR FACSIMILE, BOLTS FOR ARCHITECTURAL AND STRUCTURAL�DRAW INGS AS RE UIRED FOR A COMPLETE 4.THE GENERAL CONTRACTOR IS RESPONSIBLEFOR THE SELECTION AND APPLICATION OF - Q � VERIFY WITH ARCHITECT FOR CLARIFICATIONS. PROVIDED THE ITEM IS CLEARLY SHOWN. ASSEMBLY. THE APPROPRIATE PAINT/STAIN/SEAL FOR SPECIALTY APPLICATIONS, I.E. METAL, CONCRETE, 7.ALL INCANDESCENT TYPE LIGHT FIXTURES SHALL BE SWITCHED AND CIRCUITED SEPARATELY 6.TYPICALLY USE WELDED CONNEGTIONS FOR ALL JOINTS. GRIND WELDS SMOOTH AND STRUCTURE, ETC.AND THE CONFIRMATION OF THESE TYPES WITH THE ARCHITECT PRIOR TO FROM ALL FLUORESCENT LIGHT FIXTURES.ALL INCANDESCENT FIXTURES SHALL BE � 1.ANY REFERENCE TO"ARCHITECT" MEANS OZ ARCHITECTURE, ANY REFERENCE TO"G.C."MEANS UPON ARCHITECTS REVIEW, ITEM MAY BE SHIPPED OR DE�IVERED TO JOB SITE. IF F�USH WITH ADJOINING SURFACES WHEN EXPOSED. USE CUNCEALED FASTENERS WHEN ORDERING/APPLICATION. CONTROLLED WITH A DIMMER SWITCH UNLESS OTHERWISE NOTE0. GENERAL CONTRACTOR AND/OR SUBCONTRACTORS. ITEM IS SHIPPED OR DELIVERED WITHOUT REVIEW,THE G.C.,VENDOR OR NECESSARY, EXCEPT AS INDICATED. PAINT WHERE EXPOSED TO VIEW OR WEATHER � SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ANY COSTS ASSOCIATED WITH EMBEDDED ITEMS SHALL BE GALVANIZED. 5. NO FINISH/MATERIAL SUBSTITUTIONS WI�L BE ACCEPTED, UNLESS REVIEWED BY ARGHITECT 8. NOT USED 2.BY SUBMITTING A BID,THE GENERAL GONTRACTOR WDICATES THAT HE AND HIS SUBCONTRACTORS SHIPPING, DELIVERY, INSTALLATION OR RETURN OF THE NON-APPROVED ITEM. AND APPROVED IN WRITING. REFER TO SECTION I NOTE#30 FOR SUBSTITUTION PROCEDURE. ' HAVE REVIEWED ALL GENERAL NOTES SPECIFIGATIONS AND DRAW WGS� VISITED THE SITE AND ARE .ALL RE ESSED LIGHT FIXTURES MUST BE INSTALLED SO THAT THE BOTTOM OF THE THROAT IS � , , VII. DOORS.FRAMES AND HARDWARE 9 G FAMILIAR WITH THE INTENDED SCOPE OF WORK AND EXISTING CONDITIONS. 32.THE GENERAL CONTRACTOR SHALL PROVIDE SEPARATE TRASH REMOVAL SERVICES 1.THE GENERAL CONTRACTOR SHALL SUBMIT PROFILE SAMPLES OF ALL METAL 6.ALL WALUCEILING REVEAL.S AND TRIM SHALL BE PAINTED TO MATCH ADJACENT SURFACES, EVEN WITH THE FINISHED CEILWG PLANE. THE OVERLAPPING F�ANGE MUST THEN FIT FLUSH WITH � DURING DEMOLITION AND NEW CONSTRUCTION AND PROVIDE THOROUGH CLEANING DOOR/WINDOW FRAMES AND TRIMS,AND ANY MISCELLANEOUS METAUGLASS PIECES FOR UNLESS NOTED OTHERWISE. THE CEILING PLANElTHROAT. NO LIGHT�EAK SHALL BE VISIBLE. ALL MISCELLANEOUS 3.THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL OF ANY SOILED PUBLIC SPACES BEFORE LEAVING THE PREMISES EACH DAY. ALL APPROVAL PRIOR TO ORDERING, IN A TIMELY MANNER AS NOT TO DELAY THE PROJECT HARDWARE AND CEILING MODIFICATIONS NEGESSARY ABOVE THE CEILING PLANE SHALL BE CONTRACT DOCUMENTS WITH FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AND CONFIRMING MATERIALS SHALL BE DISPOSED OF IN A PROPER AND CODE COMPLIANT MANNER. COMPLETION DATE. 7. DRYWALL SHALL BE A LEVEL 4 FINISH. ALL WALLS SHALL BE SMOOTH ROLLED EGGSHELL INCLUDED IN THE BASE CONSTRUCTION BID. THAT THE WORK IS BUILDABLE AS SHOWN PRIOR TO PROVIDING CONSTRUCTION BIDS. IF THERE ARE �ATEX ENAMEL UNLESS NOTED OTHERWISE. ALL PAINT SHALL BE MANUFACTURERS PREMIUM ANY DISCREPANCIES OR QUESTIONS THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING 33.THE GENERAL CONTRACTOR SHALL AGREE WITH THE SUBMISSION OF THIS BID 2.T E ENERAL NTRA T R HALL PR TE T ALL DOOR DURING THE CONSTRUCTION GRADE WASHABLE LATEX FINISH_ GYP CEILINGS SHALL BE SMOOTH ROLLED WITHFLAT LATEX 10. ALL EXIT LIGHTS AND EMERGENCY LIGHTING SHALL BE WSTALLED PER CODE REQUIREMENTS , H G CO C O S O C S CLARIFICATION FROM THE ARCHITECT BEFORE SUBMITTING CONSTRUCTION BIDS. THAT SHOULD THE ARCHITECT HAVE TO PERFORM ADDITIONAL PUNGHLISTS DUE TO PERI D. DOOR THAT AREDAMAGED AS A RESULT OFTHE GENERAL CONTRACTOR OR HIS ENAMEL UNLESS OTHERWISE NOTED ON PLANS. REFER TO FINISH PLAN FINISH IF A DISCREPANCY EXISTS BETWEEN THE GONTRACT DOCUMENTS THE GENERAL CONTRACTOR ;��p� O S y. NONCONFORMANCE;THE CONTRACTOR SHALL PAY FOR THE ADDITIONAL SERVICES SUBCONTRACTORS WORK DURING THIS PERIOD SHALL BE REPAIRED AND REFINISHED BY SPECIFICATIONS AND/OR REFLECTED CEILING PLAN FOR PAINT TYPE AND COLOR. SHALL CONFIRM WITH THE ARCHITECT THE REQUIRED LOCATION AND MOUNTING DETAILS. '�� 4.GENERAL CONTRACTOR AND HIS SUBCONTRAGTORS SHALL FAMILIARIZE THEMSELVES W ITH ALL OF THE ARCHITECT AT THE ARCHITECT'S ESTABLISHED HOURLY RATES UNTIL WHICH �� THE GENERA�CONTRACTOR. ��,, p� � BUILDING RULES AND REGULATIONS AS SET BY OWNER AND BUILDING MANAGER FOR TIME THE PUNCHLIST IS APPROVED AND PROJECT IS COMPLETED. 8.A�L DOORS AND FRAMES SHALL BE FINISHED PER THE FINISH SYSTEMS AND 11. ALL LIGHT FIXTURES TYPES ARE INDICATED ON THE CONTRACT DOCUMENTS;REFER TO ; � °'� CONSTRUCTION. COORDINATE WITH BUILDING MANAGER PRIOR TO BID AND COMMENCEMENT OF 3.THE GENERAL CONTRAGTOR SHALL SUBMIT COMPLETE DOOR/HARDWARE FINISH SPECIFICATIONS. ALL PAINTED METAL DOOR FRAMES TO RECEIVE THREE 3 FINISH COATS ENGINEERED DRAWINGS FOR FIXTURES AND REFLECTED CEILING PLAN FOR LOCATIONS. �� WORK 34.THE GENERAL CONTRACTOR SHALL AGREE WITH THE SUBMISSION OF THIS BID, D LE T E T R B ILDIN MANA ER FOR REVIEW AND SEMI-GLOSS ALKYD ENAMEL JOB SPRAYED. DOOR FRAMES SHALL NOT BE SPLIT AND SHALL � � � SUBMITTALS AND SCHE U O THE ARCHIT C O U G G , , ��t � THAT SHOULD THE ARCHITECT HAVE TO PERFORM ADDITIONAL PUNCHLISTS DUE TO APPROVA�PRIOR TO PLACING ORDER. MATCH DESIGN INTENT OF THE EXTERIOR SIDE UNLESS SPECIFICALLY NOTED. CONTACT 12. ALL LIGHT FIXTURES AND RELATED DEVICES SHALL BE U.L. APPROVED. _ §", 5.GENERAL CONTRACTOR SHALL INSPECT ALL EXISTING CONDITIONS IN PROJECT AREAS TO IDENTIFY NONCONFORMANCE,THE CONTRACTOR SHALL PAY FOR THE ADDITIONAL SERVICES ARCHITECT IF A DISCREPANCY OCCURS BEFORE PROCEEDING. '� �OpA � � WORK REQUIRED TO BE REFURBISHED AND/OR REPAIRED FROM"AS-IS"CONDITIONS TO"LIKE NEW" OF THE ARCHITECT AT TEGH THE ARCHITECTS ESTABLISHED HOURLY RATES UNIT NLY. FRAME 13. ALL LIGHT FIXTURES AND RELATED DEVIGES SHALL BE SUPPORTED INDEPENDENT OF THE s' 4. DIMENSIONS GNEN FOR DOORS AND FRAMES ARE NOMINAL DIMENSIONS O ` , CONDITIONS AS POSSIBLE. WHICH TIME THE PUNCHLIST IS APPROVED AND THE PROJECT IS COMPLETED. TOLERANCES CEILING CLEARANCES AND UNDERCUTS ARE TO BE TAKEN INTO 9. PERFORM PREPARATION AND CLEANING PROCEDURES IN STRICT ACCORDANCE WITH PAINT CEILING GRID IN ACCORDANGE WITH ALL REGULATIONS IN THE BUILDING CODES. PROVIDE �� .� { � ° � , .� � ,, . CONSIDERATION AND DEDUCTED FROM THE NOMINAL DIMENSIONS PRIOR TO ORDERING MANUFACTURERS INSTRUCTION. APPLY PAFNT IN ACCORDANCE WITH MANUFACTURERS ADDITIONAL SUPPORT AS REQUIRED FOR CEILING GRID SUPPORTED DIRECTLY TO SUSPENDED } �, ; �� „ � ,,,�. � � ,� c, 6. NEW CONSTRUCTION SHAL�MATCH EXISTING BUILDING STANDARDS EXCEPT AS NOTED ACTUAL DOORS. CONSULT ARCHITECT PRIOR TO PLACEMENT OF ORDER FOR CLARIFICATION DIRECTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR THE SUBSTRATE AND CEILING TILES. y �. , ', � " � OTHERWISE. GENERAL GONTRAGTOR SHALL VERIFY EXISTING CONSTRUGTION IN FIELD AND REPORT II. DEMOLITION NOTES SHOULD ANY DISCREPANCIES OR QUESTIONS EXIST. TYPE OF MATERIAL BEING APPLIED AS SPECIFIED BYTHE MANUFACTURER. a,��`�' �� ` > ANY DISCREPANCIES IMMEDIATELY TO ARCHITEGT. GENERAL CONTRACTOR AND SUBCONTRACTORS 14. REFER TO PLANS AND ELEVATIONS FOR EXACT MOUNTING HEIGHTS, �OCATION, DETAILS AND `� .:�� A�� j � �� SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE BUILDING, ITS SYSTEMS AND LAYOUT, 1. ALL DEMOLITION IS TO BE PERFORMED IN A SWIFT, SAFE MANNER SO AS TO KEEP 5.THE GENERAL CONTRACTOR SHALL CONFIRM THAT ALL HINGES, ETC. CONFORM TO THE 10. PROVIDE PRIMERS AND OTHER UNDERCOAT PAINT PRODUCED BY THE SAME CONFIGURATIONS OF ALL LIGHT FIXTURES AND RELATED DEVICES. r ABOVE AND BELOW FINISHED CEILING. THEY SHALL NOTE ITEMS WHICH WILL CONFLICT WITH,OR BE DISTURBANCE TO BUILDING TENANTS TO A MINIMUM. IT IS UNDERSTOOD THAT ALL WEIGHT LOADS OF SCHEDULED DOORS PRIOR TO ORDERING DOORS AND FRAMES. HWGES MANUFACTURER AS FWISH COATS. USE ONLY THINNERS APPROVED BY THE PAINT ai DETRIMENTAL TO, THE WORKTO BE PERFORMED. SALVAGEABLE ITEMS REMOVED IN DEMOLITION, SHALL REMAIN ON SITE AS OWNER'S AND DOOR ACCESSORIES TO MATCH DOOR HARDWARE FINISH. MANUFACTURER,AND USE ONLY WITHIN RECOMMENDED TEMPERATURE AND HUMIDITY LIMITS. 15.ANY ITEM NOT SHOWN ON THE CONTRACT DOCUMENTS THAT IS IN VIEW FROM THE FINISHED � PROPERTY. COORDINATE STORAGE REQUIREMENTS WITH BUILDWG MANAGEMENT. SPACE SHALL NOT BE INSTALLED WITHOUT THE APPROVAL OF THE ARCHITEGT. 3 7.THE GENERAL GONTRACTOR SHALL VERIFY WITl� BUILDING MANAGER AND/OR DESIGN TEAM W 6.ALL DOORS IN THE MEANS OF EGRESS SHALL PROVIDE HARDWARE NOT REQUIRING A KEY 11. PREVIOUSLY UNFINISHED SURFAGES SHALL RECEIVE ONE COAT TINTED PRIMER AND TWO 'y WEEKLY CONSTRUCTION MEETWGS SHALL BE HELD. IF SO,G.C.SHALL RECORD AND DISTRIBUTE THE 2. G.C. TO CONSTRUCT OR PROVIDE PROTECTION BARRIERS AS NEEDED FOR SAFETY OR SPECIAL KNOWLEDGE FOR EXIT OPERATION FROM THE EGRESS SIDE OF THE DOOR. ALL COATS FINISH PAINT. ALL OTHER SURFACES SHALL RECEIVE TWO COATS FINISH PAINT. 16. MANUFACTURER AND GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER � MINUTES OF THESE MEETINGS TO THE OWNER, ARCHITECT,TENANT REPRESENTATIVE AND AND TO CONTAIN DUST DUE TO DEMOLITION. G.C. SHALL TAKE CAREFUL MEASURES TO DOOR HARDWARE SHALL MEET OR EXCEED ALL APPLICABLE CODE REQUIREMENTS. ALL VENTILATION AND TEMPERATURE CONDITIONS OF LIGHT FIXTURES. y SUBCONTRACTORS. THE MEETING NOTES SHALL BE ISSUED PRIOR TO THE NEXT SCHEDULED CONTAIN THE SPREAD OF DUST AND FUMES OUT OF THE WORK AREA THROUGH ' DOORS EQUIPPED WITH SPECIAL LOCKING HARDWARE SHALL COMPLY W ITH CRITERIA INTERIOR PAINT SYSTEMS: PRO�. NO. 511040.00 � MEETING. OPENINGS, DUCTWORK ETC. ESTABLISHED IN CURRENT APPLICABLE GODES. REFER TO CODE DATA BLOCK. DRYWALL WALLS: LATEX- EGGSHELL 17. MANUFACTURER AND/OR GENERAL CONTRACTOR SHALL SUBMIT DETAILED DRAWINGS OF ' 3 1 ST COAT - PRIMER/SEALER TINTED TO FINAL COLOR. ALL SPECIAL DESIGN FIXTURES FOR APPROVAL TO THE LIGHTING CONSU�TANT AND/OR i _W ; DRAWN: Author 8. UPON SUBMITTAL OF CONSTRUCTION COSTS,THE GENERAL CONTRACTOR SHALL ALSO SUBMIT A 3. CONTRACTOR TO PATCH AND/OR REPAIR REMAINING SURFACES AS NEEDED DUE 7.THE GENERAL CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS PIECES,SILENCERS, 2ND COAT - EGGSHELL LATEX ENAMEL. ARCHITECT PRIOR TO FABRICATION. i •� SCHEDULE INDICATING THE REQUIRED CONSTRUCTION TIME FOR ALL SUBCONTRACTORS AND TO DEMOLITION OR REMOVAL OF CONSTRUCTION TO MATCH EXISTING UNLESS NOTED SEALS, DOOR STOPS, ETC.AS REQUIRED FOR A COMPLETE INSTALLATION OF ALL INTERIOR 3RD COAT - EGGSHELL LATEX ENAMEL. (PREMIUM JOB) ' > GENERAL CONTRACTOR'S WORK. OTHERWISE. DOORS. QUALITY: - HIGH(U.N.O.) 18. GENERAL CONTRACTOR SHALL VERIFY CEILING CONSTRUCTION FOR EACH FIXTURE TYPE CHECKED: Checker � io AND LOCATION AND SHALL COORDINATE TRIM DETAILS. : � , APPROVED: A rover rn 9.GENERAL CONTRACTOR SHALL NOT DISASSEMBLE DRAW ING SETS FOR DISTRIBUTION TO 4. ITEMS TO BE RELOCATED"SHALL BE STORED IN PLACE DESIGNATED IN 8.ALL KEYWG SHALL BE BY THE GENERAL CONTRAGTOR. GENERAL CONTRACTOR SHALL DRYWALL CEILINGS: LATEX- FLAT (�P i o SUBCONTRACTORS. SUBCONTRACTORS SHALL HAVE A FULL SET OF DRAW WGS FOR BIDDING AND CONSTRUCTION AREA, ACCORDWG TO BUILDING MANAGER'S WSTRUCTION. MEET WITH OWNER AND TENANT REPRESENTATNE TO COORDINATE AND DETERMINE KEYING 1 ST COAT - PRIMER/SEALER TINTED TO FINAL COLOR. 19. BY APPROVING AND SUBMITTING SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR � �i CONSTRUCTION PURPOSES. GENERAL CONTRACTOR SHALL PROVIDE PRICING,SCHEDULING, REQUIREMENTS. ALL LOCKS SHALL BE KEYED TO THE BUILDING MASTER SYSTEM. FURNISH 2ND COAT - FLAT LATEX CEILING PAINT. SUBMITTALS,THE GENERAL CONTRACTOR REPRESENTS THAT THE GENERAL CONTRAGTOR HAS DATE: �U118 OFi, ZO1 1 � °� MATERIALS, ETC. FOR WORK AS SHOWN ON PLANS AND IN SPECIFICATIONS AND ALL RELATED WORK 5. REMOVE ALL DEMOLISHED MATERIALS FROM BUILDING AND SITE UNLESS NOTED TWO (2)MASTER AND ONE (1)GRAND MASTER AND KEYING SCHEDULE TO OWNER. QUALITY: - HIGH(U.N.O.) DETERMINED AND VERIFIED MATERIALS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION 1 o � � TO PROVIDE A COMPLETED PROJECT AS SGHEDULED. OTHERWISE OR RETURNED TO OWNER. ALL OTHER DEMOLISHED MATERIAL SHALL CRITERIA RELATED THERETO, OR WILL DO SO,AND HAS CHECKED AND COORDINATED THE REVISIONS � BECOME PROPERTY OF GENERAL CONTRACTOR FOR REMOVAL. 9.ALL DOOR LEVERS SHALL BE MOUNTED 42"A.F.F. UNLESS NOTED OTHERWISE. EXPOSED FERROUS AND GALVANIZED METAL: ALKYD-SEMI-GLOSS INFORMATION CONTAINED WITHIN SUCH SUBMITTALS WITH THE REQUIREMENTS OF THE WORK ' � 10. EXISTING SPACES SURROUNDWG,ABOVE AND BELOW THE CONSTRUCTION AREA SHAL�BE LEFT ' 1ST COAT - SHOP PRIMED: FOR TOUCH-UP USE ALKYD PRIMER TINTED TO AND OF THE CONTRACT DOCUMENTS. 1 B ING DEPT. 07/01J2 � � ING ORDER INCLUDING FINISHES LIGHTING POWER ETG. VERIFY SGOPE OF WORK 6. GENERAL GONTRACTOR SHALL PROVIDE DEMOLITION AS INDICATED ON DRAWING INAL ATS. ESPO � IN GOOD OPERAT , , , 10.WHERE APPLICABLE, FLOOR MOUNTED DOOR STOPS SHAL�BE MOUNTED AT A 90 DEGREE MATCH F CO �° OUTSIDE OF THE GONSTRUCTION AREA WITH BUILDING OWNER OR MANAGER. SUBCONTRACTORS INC�UDING REMOVAL AND DISPOSAL OF FLOOR COVERINGS AND WALL BASE WITHIN ANGLE TO THE DOOR OPENING, UNLESS NOTED OTHERWISE. 2ND AND 3RD COATS:- ALKYD SEMI-GLOSS ENAMEL. 20. UNLESS OTHERWISE SPECIFIED, VOLTAGES OF ALL LAMPS SHALL BE DETERMINED BY FOR ' 0 /11/2011 � AND VENDORS SHALL ASSUME FULL RESPONSIBILITY FOR VERIFICATION OF ANY AND ALL FIELD LIMITS OF CONSTRUCTION. QUALITY: -TOP OF THE LINE ELECTRIGAL ENGINEER. ELECTRICAL CONTRACTOR SHALL COORDINATE PROPER LAMP BASE CONSTRUCTION °� CONDITIONS AFFEGTING THEIR WORK. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE HARDWARE SET 1 TYPES WITH SOGKETS PROVIDED IN SPECIFIED FIXTURE. c�'u BUILDING MANAGER ANY CONSTRUCTION IN OTHER AREAS AND ANYJNTERRUPTIONS OF PLUMBING, 7. SPRINKLER HEADS, SMOKE AND FIRE DETECTION EQUIPMENT MUST BE SHIELDED TO EACH TO HAVE �� PAINTED WOOD-LOW ODOR SEMI-GLOSS ALKYD ENAMEL FINISH. 3 HVAC, POWER OR COMMUNICATION SERVICES. AVOID FALSE ALARMS. COORDINATE WITH FIRE PROTECTION CONTRACTOR. -SLIDING DOOR MANET COMPACT FOR 1/2"GLASS: iST COAT:ALKYD PRIMER TINTED TO MATCH FINAL COATS 21. UNLESS OTHERWISE SPECIFIED, INITIAL PURCHASE OF LAMPS NOT EASILY AVAILABLE � W , SET 4.2 FOR CEILING RETAINER CONSISTING OF: 2ND AND 3RD COATS:ALKYD SEMI GLOSS ENAMEL. LOCALLY SHALL INCLUDE 100%SPARE QUANTITY OF LAMPS. -� 11.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLETWG WORK IN ONE PHASE WITHIN A 8. GENERAL CONTRACTOR SHALL REMOVE ALL WIRING, CABLE AND CONDUIT NOT IN 5 CEILING RETAINER QUALITY:TOP OF THE LINE � > . ., „ 2 0 OZ ARCHITECTURE PRE-ESTABLISHED AND AGREED UPON CONSTRUCTION SCHEDULE. USE IN AREAS OF WORK FROM WITHW WA�LS AND ABOVE CEILING. RE,MECHANICAL 2 ROLLER CARRIERS CLASSIC 22. MANUFACTURER AND/OR GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT � AND ELECTRICAL FOR ADDITIONAL REQUIREMENTS COORDINATE WITH BUILDING 1 DOOR STOP OPEN OR CLOSED GRAIN CATALYZED LACQUER ALL FIXTURES SPECIFIED FOR EXTERIOR USE SHALL BE TREATED WITH A WEATHER-RESISTANT m 12. THE GENERAL CONTRACTOR SHALL CONFIRM AND PROVIDE FOR REQUIRED FLOOR PREP AND MANAGER. 1 AGILE FLOOR STOP A.W.I. SYSTEM TR-2 CUSTOM GRADE SATIN WOOD,TRANSPARENT FINISH CORROSION PROTECTIVE COATING. o INCLUDE IN BID. PAIR OF 350 MM PULL HANDLES FINISH, PARTIALLY FILLED PORE. � WILDFLOWER 0 � 111.CONSTRUCTION LOGKSET - STAIN iST COAT-WATER REDUCED SEALER SAND- 220 GRIT � 13.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REQUESTING AND COORDINATWG ALL BUILDING 1.THE GENERAL CONTRACTOR SHALL�AY OUT THE TOTAL WORK AREA PRIOR TO 2ND AND 3RD COATS-WATER REDUCIBLE ACRYLIC LACQUER RENOVATION -THE ° DEPARTMENT INSPECTIONS AND APPROVALS IN ALL FIELDS OF HIS WORK AND THE OBTAINING OF PROCEEDING WITH CONSTRUCTION TO ALLOW THE ARCHITECT THE OPPORTUNITY TO HA ARE SET 2 STROKES ARE NOT ACCEPTABLE. LODGE AT VAIL � THE FINAL"CERTIFICATE OF OCCUPANCY". REVIEW ANY CONFLICTS IN THE FIELD. EACH TO HAVE: . w 4 EA HINGE 5BB1 HW 4.5 X4.5 NRP-EXTERIOR 630 IVE EXTERIOR PAINT SYSTEMS: ISSUED FOR. ii 14. UNLESS NOTED OTHERWISE,THE GENERAL CONTRACTOR SHALL PROVIDE AND PAY FOR ALL 2.THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL COORDINATE THE 1 EA PANIC HARDWARE LD98E0 SNB 626 VOH PAINTED WOOD TRIM: ACRYLIC REFERENCE �o PERMITS AND CERTIFICATIONS AS ARE NECESSARY FOR THE FULFILLMENT OF THE WORK. THE LAYOUT AND EXACT LOCATION OF ALL PARTITIONS, DOORS,WINDOWS, 1 EA SURFACE CLOSER 4041 CUSH X TBN MS 630 LCN 1ST COAT -ACRYLIC PRIMER � J GENERAL CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, BUILDING CODES, ELECTRICAUDATA, CEILING/LIGHTING/AV AND RECEPTACLES WITH THE ARCHITECT OR 1 EA KICK PLATE 8400 8"X 12"LDN 630 IVE 2ND COAT -ACRYLIC FLAT FINISH -� ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK. AUTHORIZED REPRESENTATIVE IN THE FIELD PRIOR TO PROCEEDING WITH � EA SEALS 127 SA AT HEAD AND JAMBS AL NGP 3RD COAT -ACRYLIC FLAT FINISH > a� CONSTRUCTION. 1 EA DOOR SWEEP 200NA CL NGP � � _ SHEET TITLE. .. 1 EA THRESHOLD 813 MS/LA AL NGP FERROUS METALS PAINTED v 1ST COAT - FACTORY PRIMER OR SUITABLE PRIMER PRO�ECT DESIGN HARDWARE SET 3 2ND COAT -ALKYD SEMI-GLOSS ENAMEL, EXTERIOR �T�11V ' CRITERIA , rt �f ti'�II KITCHEN DOOR 3RD COAT -ALKYD SEMI-GLOSS ENAMEL, EXTERIOR DOOR HARDWARE BY PAYLON TRAFFIC SWWGING DOORS REV��V�� OR �� _ �_ ° EACH TO HAVE: ZINC COATED METAL(GALVANIZED)- PAINTED '�'°C�NI�L SCALE. 1/2 - 1 O 2 EA GS STYLE HINGES 1 ST COAT -GALVANIZED IRON PRIMER �� SHEET NUMBER ¢ 2 EA STAINLESS STEEL KICK PLATES 2ND COAT -ALKYD SEMI-GLOSS ENAMEL, EXTERIOR ��: � �..(j' � 1 EA 9"X 9"STANDARD WINDOW 3RD COAT -ALKYD SEMI-GLOSS ENAMEL, EXTERIOR � �7 � � _ � ; � v . y do r : ��d�: ts £� . . . T..� . . . � .. . . . . . . . . . . . .. . . . : . .. . . . . . . . . . . . .. . . . . .. . � . . . . . . � . . . . . � .. � . . . . . � �� . ... .� . ...H Q ��. � � , � . . � . . . . . � . � � � .. . . � . . . ... . � . . . . . . . � . . . . . . . . . . � . � . . � . � . .. . � � . � . . . . . . . . . . � . . . . .. . . . . . . . . , N � `\d' � : � , II. MECHANICAUPLUMBING/FIRE SAFETY XII. ELECTRICAL CONMUNICATIONS AND DATA X1 _ __ _ _ A I AL I _ . 1.REFER TO MECH N C DRAW NGS. � � _ FINISH SCHEDULE 1. REFER TO ELECTRICAL DRAWINGS. , : O C MANUFAG URER STYLE NAME" C�LOR FINISH SIZE REMARKS C NTA T TYPE KEY T NTRA T R AND HIS RESPEGTIVE SUBCONTRACTORS ARE RESPONSIBLE _ _ _ __ 2.ALL ELECTRICAUDATA AND COMMUNICATION RECEPTACLES SHALL BE LOCATED ' 2:THE GENERAL CO C O _ , �� VERTICALLY 1-6 A.F.F. UNLESS NOTED OTHERWISE. REFER TO PLANS ELEVATIONS AND FOR THE ADHERENCE TO ALL APPLICABLE CODES,LAWS AND REGULATIONS. . �� ' ' GROUT. 1(16 THK,'CBR OR EQUAL. DETAILS FOR CENTERLINE OF MOUNTING HEIGHTS. _ � , �� , � � . '_ E P N IBLE HI RE PE TIVE SUBCONTRACTORS ARE R S O S / COL� .95 5AB E B OWN LISA CASE.;3Q.3.956:5597-' 3.THE GENERAL CONTRACTOR AND S S C 2 BASE `Bi` DALTILE REFLECTIVE ELEMENT,S ~O P6 ' N/A 6 x 24 X 3 4 TQ 1 1/2 THK R L R M ELVE WITH EXISTING CONSTRUCTION AND CONDITIONS PRIOR TO , L. , 3.ALL SWITCHES/DIMMERS/LIGHT CONTROLS SHALL ALIGN WITH ADJACENT DOOR FOR FAMILIARIZING THE S S � , '; � �� _ TW RK AND DIFFUSER FOR AND HALL PREPARE DRAWINGS OF DUC O . = A WINDOW SUBMITTAL OF A BID S „ ,� D BE L ATED 6 FROM THE OUTSIDE OF THE DOOR FR ME/ �� HARDWARE AN OC , _ _ g , ( ' SE. - :956.�5 7 6 6 X 318 THK' 185 NEW TAUPE L SA GA 2 DALTILE UARRY COVE BASE P 3665 ARID GRAY OQ42 X BASE: B Q RAL REFLE TED CEILING PLAN. _ _ _ - . A N WITH AR HITECTU C ERWI E. COORDIN TIO C FRAME UNLESS NOTED OTH S _ , R�CHITECtU�E Q. F C10R ` P.C-QUARIZ EP XY L _ C . WWW.PRIMECOAT. OM Ct�A 0 E UAL COATING` COVE BASE TBD B NTRACTORS ARE RESPONSIBLE BASE': B3 PRIME T, R Q ,, 4.GANG PLATES SHALL BE USED FOR LIGHT SWITCHES/DIMMERS UNLESS SPECIFICALLY 4.THE GENERAL CONTRACTOR AND HIS RESPECTIVE SU CO L rimer Street _ _ _ _ _ _ T 3003 a IRED F R THE EXAC TE T OF ANY CODE RELATED ITEMS REQU O OORDINATE WITH BOOTHBAN UETTE EPTA LES DEVICES THAT ARE GROUPED FOR NOTIFYING THE ARCHI C T4 MATCH DESIGNER C Q NOTED ON CONTRACT DOCUMENTS. ALL REC C / �� WITH N TR CTION. _ A E NLE � ATI N PRIOR TO PROCEEDING CO S U V r Z THER M T BE ALI NED AND WITH E UAL SPACING BETWEEN EACH PL T U SS OC O D@Cl e CO 8O O�J BASE 'B4 BY C�NTRACT�R S4S WHITE OAK SAMPLE MANUFAGTURER TOGE US G Q , , , : . : ,. . _ TED THERWISE. _ _ _ NO O .3 , /2 35_, 12 6 W -REPEAT 7 1 W � , h n . 1 .5704 ` ALL BE VERIFIED WITH THE ARCHITECT. THERMOSTATS o e 303 86 „ : ' ., 5.ALL THERMOSTAT LOCATIONS SH I� 1/ L_ , OTAL HEIGHT.D.33� IN „ 2 �T 5: IF ANY EXPOSED ITEM IN THE CEILING REQUIRES RELOCATION DUE TO CONFLICT OR SHALL BE MOUNTED 54 ABOVE THE FINISHED FLOOR, UNLESS NOTED OTHERWISE. TUF ED CU :& WITH HIGH PERFORMANCE , T T , . H ULD DOUBT OR DISCREPANCIES OCCUR DO NOT PROCEED WITHOUT CLARIFICATION . S O , ' „_ TALL-A It7 METHOD:; GLUE DOWN TARA KALVA:303.875�5695 R W �� , ; ' Q4 74 LOOP 340Z BRl7ADL00 KING INS T WIT HE R TLETS AT AlV BOARDS O A GARPET CPT1 BENTLEY PRINCE STREET UP 4UP34Q6301 BRUADLaOM. CASHIER 4 1 M THEAR HITE T: THE ENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE 6. DO NOT MOUNT THERMOSTATS S C S O OU �. FRO C C G , _ � , . _ - - DI TE DRAWIN WITH FURNITURE INSTALLER. EA .37 2 35 COMPATIBILITY OF ALL LIGHT FIXTURES WITH CEILING MATERIALS AND ADJACENT CABINETS. COOR NA GS 12 , , �� . ° . CONSTRUCTION. 1/2 L TOTAL HEIGHT.fJ.33Q IN � N . T , 7.PROVIDE APPROPRIATE FIRE AND/OR SMOKE DAMPERS AT ALL FIRE RATED PARTITIO S E T BOOT PLAT ORMS.-INSTALLA IQN TUFTED CUT& WITH HIGH PERFORMANC A H F _ EMBLY AT ALL RATED LAB H L R VIDE RATED ASS S AL NTRA T R S AL P O ., ; ARA KALVA:3Q3.875:5695 6.THE GENER CO C O 00 3 OZ BROADLOOM BACKING. . T E "U C UP34Q6301 BR�ADLOOM CASHIER 404174 L P 4 CARPET" CPT2 BENTLEY RRINCE STRE T P ,4 � K HALL INCLUDE PENETRATIONS WHERE 8.BALANCE SYSTEM AND PROVIDE REPORTS TO BUILDING MANAGEMENT UPON COMPLETION . _ AND WALL PENETRATIONS. THIS WOR S SUSPENS ON SYSTEM: PFtELUDE PLUS XL REGEPTACLES ETC.WERE REMOVED DURING DEMOLITION. ALL EXISTING AND NEW OF CONSTRUCTION. . �� FIRE GUARD 1516 EXPOSED TEE H ATW OF 870 CLEAN ROOM VL � L , PENETRATIONS SHALL BE PROVIDED WITH RATED ASSEMBLIES TO MATC R G �� ,' �� „ WI H. THE _ . 9. NO THERMOSTAT SHALL BE LOCATED WITHW y2 HORIZONTALLY OF A DIMMER S TC CEILING TILE ACT1 ARMSTRONG UNPERFfJRATED WHITE 24 X 48 X 518 CO��R.WHITE WALL OR FLOORRESPECTNELY • GENERAL CONTRAGTOR SHALL CONSULT HVAC SUBCONTRAGTOR IN ALL OF THESE CASES SUSPENSI�N SYSTEM.PRELUDE PLUS: 2 AND NFIRM WITH THE ARCHITECT. : ;, . 7.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF POWER CO ' / 6 X QSED TEE 870 CLEAN ROOM VL 'FIRE GUARD, 15 i E P , L P IAN E SPECIAL E UIPMENT OWNER SUPPLIED REQUIREMENTS FOR AL AP L C S, C� , �� , �� „ . . : : - 24 X 24 X .�7- COLOR.WHITE CEILING TILE ACT2 ARMSTRONG' UNPERFORATED WHITE N RA T R ARE EQUIPMENT, ETC. 10. THE GENERAL CONTRACTOR AND HIS RESPECTIVE SUBCO T C O S �LASSA FIRE-RATED:FLOOR TO CEILING THERM TAT ETC. PER � RESPONSIBLE FOR LOCATING ALL DIFFUSERS, REGISTERS, OS S, ELEPH NE CONTRACT DOGUMENTS. CENTER ON WALUCOLUMN TYPICAL UNLESS OTHERWISE NOTED ALL AREAS IN KITCHEN NOT EXPOSED T 8.THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF THE T O , , _ T SHOWN VERIFY LOCATION PRIOR TO E T RAL D MENTS. WHEN NO A F RNITURE AND SECURITY SUBCONTRACTORS EMPLO YED BY THE TENANT AND/OR IN ARCHIT C U OCU DAT U ANEL F10�WHITE` PEBBLED �4X8 4X9 4X10 �X12 GUESTSIGHT LINES. WiNW.MARLITE.COM , FIBERGLASS REINFC7RCED PANELS FRPi MARLITE FRP P , , , I . PR EED NG OWN ER. OC - C F WWW.MARLITE:COM - MARLITE:' FRP PANEL P80?BLA�K' PEBBLED 4X8 4X9 4X10 4X1 2 CLASS A FIRE RATED. BA K O BAR: FIBERGLASS REINFORCED AANELS FRP2 , , , �� _ , C POLIS `ED `3/� THK GLASB' GL1 BY CONTRAGTC�R GLEAF[TEMPERED GLASS LEAR H 9.THE GENERAL CONTRACTOR SHALL LAYOUT THE TOTAL WORK AREA PRIOR TO 11.ANY ITEM NOT SHOWN IN CONTRACT DOCUMENTS THAT IS IN VIEW FROM THE FINISHED I �� GLASS; GL2 BY CONTRACT�R' CLEARTEMPERE�GLASS CLEAR P�LISHED 1i2 THK PROCEEDING WITH CONSTRUCTION TO ALLOW THE ARCHITECT THE OPPORTUNITY TO SPACE SHALL NOT BE INSTALLED WITHOUT THE APPROVAL OF THE ARCHITECT. _ : ERCIAL GRADE;KITGHEN WALL _ �OMM REVIEW ANY CONFLICTS IN THE FIELD. E KED AND CONFIRMED BUILDABLE BEFORE PANEL. FL�(7R TQ CEILING.ALL WALLS IN 12 ALL CEILING PENETRATIONS SHOULD BE CH C TED. IF THERE ARE ANY UESTIONS OR R I RE P NSIBLE FOR INSTALLATION OF ALL WET ANY RELATED ELEMENTS ARE CONSTRUC Q SIG T LINE: 10.THE ELECTRIGAL SUBCONTRACTO S S O METAL MTL:1 BY CONTRAGTOR STAINCESS STEEL BRUSHED GUEST H M L2 SCHLUTER SCHIE�IE STAINLESS STEE� BRUSHED' WIIVW.SCHLUTER.COM AREA DEVICES, RECEPTACLES AND FIXTURES IN COMPLIANCE AND ACCORDANCE WITH DISCREPANCIES REGARDING THESE ELEMENTS,THE GENERAL CONTRACTOR IS METAL T LL A ALL APPLICABLE CODES LAWS AND RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT PRIOR TO ,, �� - MANUFACTURERS SPECIFICATIONS, AS WE S , 2 SHELVING R�ICK'SYSTEM ; METAC MTL3 BY'CONTRACTQR RAW TUBE STEEL 1�ATURAL CLEAR COAT 2 X PROCEEDING WITH THE WORK IN QUESTION OR RELATED WORK. � �� REGULATIONS. DEVICE FINISHES TO MATCH DEVICES IN NON-W ET AREAS. METAL MTL4 FRY`REGCET METAL REVEi4L BASE'TRIM ALUMINUM ALLOY �/8 X 6 WWW.F REGLET.COM' 11. THE CONTRACT DOCUMENTS INDICATE DEVICE LOCATION,TYPE AND QUANTITY ONLY 13.THE CONTRACT DOCUMENTS ARE FOR LOCATION,TYPE AND QUANTITY ONLY.'ALL VAV _�� A . E ET . ARE T BE L ATED IN ACCESSIBLE ARE S A IN LE L ATI N. ALL ABANDONED EXISTING DEVICES TO BE BOXES ACCESSIBLE MECHANICAL DEVIC S C O OC U PAINT COLOR TBD 3/8 WIL X ANEL DEPTH WWIN.FRYREGLET.COM WITHIN A SPACE OR AT S G OC O , , METAL MT�5 FRY REGLET',OR EQUAL DGS REVEAL CHANNEL ALUMIN M IDE F THE YP M BOARD CEILINGS. NO EXCEPTIONS WITHOUT PRIOR APPROVAL BY 2 , �� ,� �� CHANGED TO MATCH NEW, UNLESS OTHERWISE NOTED. SEE FINISH NOTES FOR DEVIGE OUTS O G SU METAL MTL6 BY CONTRACTOR RAW TUBE ST L O T I " NATURAL CLEAR COAT :2 2 B X PR JEG ION _ - IDQ :: AND COVERPLATE COLORS. THE ARCHITECT. C IL NG P LLOWS AT DINING 1Q5& � � ( ( 12. ALL SWITCHES EXCLUDING DIMMERS AND RECEPTACLES SHALL BE OF SAME STYLE 14. REFER TO CONTRACT DOCUMENTS FOR EXAGT LOCATION OF ALL FIRE SAFETY DEVICES. ',: � ) REGEPTIQN 1Q4;AND AT EXISTING MAIN' AND MANUFACTURER. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL SHOULD A DISCREPANCY ARISE CONFIRM WITH THE ARCHITECT PRIOR TO PROCEEDING WITH _ HE N T HOWN ON CONSTRUCTION. CENTER ON WALUCOLUMN TYPICAL UNLESS OTHERWISE NOTED W _ _ _ _ _ _ C 25 _ _ HORIZ�TAL�EILING AREA�OF�CAr�UA� r OF ALL ABANDONED RECEPTACLES AND MISCELLANEOUS OT RS O S , ��'`�� '�( ry-Y`' �"1��^�`^i 'jr PLANS. ARGHITEGTUHAL DC7GUMtM b. A �1, ENJAMIN � R�� Q Iw��J�l�''AN FLA 1 1 _ _ _ . . _ _ -= :AT t� NG ` HC86 AT EXISTING°CEILING OPEN L U L N RAL NTRA T R AND HIS RESPECTIVE SUBCONTRAGTORS SHALL SUPP Y 13. REFER TO CONTRACT DOCUMENTS FOR EXACT LOCATION OF ALL FIRE SAFETY 15.THE GE E CO C O 2 A P N G 0 T G F T 14 DEVICES. SHOULD A DISCREPANCY ARISE CONFIRM WITH THE ARCHITECT PRIOR TO AND INSTALL EXIT LIGHTS AUDIBLE AND VISIBLE ALARMS AND THE EMERGENCY LIGHTING � ° ALL SOFFITS`-HORIZONTAUVERTICAL ATI N F R ANY DEVICES NOT SHOWN ON CIRCUITRY AS REQUIRED BY GOVERNING BUILDING CODES. THE GENERAL CONTRACTOR IS PROCEEDING WITH CONSTRUCTION. LOC O S O _ ' & WALL� DE HALL BE ORDINATED WITH ARCHITECT. RESPONSIBLE FOR CONFIRMING THE LOCATION OF ALL DEVICES WITH THE ARCHITECT. HC 26 SURFACES(FLAT} ALL THESE DRAWINGS BUT REQUIRED BY CO S CO ONROE BIS UE fLA &EGGSHELL EGGSHELL , � AINT` P.3 BENJAMIN MOt�RE LATEX M Q P ( . _ _ _ _ PE TIVE B NTRACTORS TO PROVIDE SHOP _ 14.THE ELECTRICAL SUBCONTRACTOR SHALL COORDINATE AND SUPPLY POWER 16. THE GENERAL CONTRACTOR AND RES C SU CO HC 26 - L CIRCUITING FOR EQUIPMENT AND FURNITURE SYSTEMS AND VERIFY REQUIREMENTS DRAWINGS WITH DUCTWORK, DIFFUSER A ND THERMOSTAT LOCATIONS. ARCHITECT WIL : I OR R ME INHEREPAINTED , AINT 'P4 BENJAMW MOORE LATEX MONROE BISQUE` SEMI GLOSS TR M P WITH THE TENANT AND THE FURNITURE REPRESENTATIVE. VERIFY LOCATION PRIOR TO PROGEEDING. O L N 2 9-58 EBONY OXIDE MATTE- BAGK BA 1-80D-FORMICA _ � PLASTIG LAMINATE P_Li` FORMIGA MATTE C L ECTI� , _ -8 0- O MICA BARANDKITCHEN QPENING FAGE 1 0 F R T R PROVIDE SHOP DRAWINGS LOCATING ALL PLASTIC LAMINATE PL2 FORMIGA DEGO METAL 3 15.THE ELECTRICAL SUBCONTRACTOR SHAL�SUPPLY AND INSTAI.�EXIT LIGHTS,AUDIO 17. FIRE PROTECTION CONTRAC O TO _ _ I D I N INTENT NLY PRIOR TO PC' UARTZ EP.OXY FLOOR ALARMS AND THE EMERGENCY LIGHTING CIRCUITRY AS REQUIRED BY GOVERNING SPRINKLER HEADS. ARCHITECT WILL VER FY FOR ES G O Q , � SYSTEM FOR COMMERCIAL BUILDING CODES. THE ELECTRICAL SUBCONTRACTOR IS RESPONSIBLE FOR CONFIRMING PROCEEDING. ALL SPRWKLERS TO BE CENTERED IN CEILING TILES UNLESS OTHERW SE 2 THE LOCATION OF ALL DEVICES WITH THE ARCHITECT PRIOR TO BEGINNING NOTED IN DRAWINGS. � SPECIALTY FINISH SFi P KITCHENS TBD WINW.PRIMECOAT.COM ATI N I N T PERF RMED'CONTRACTOR SHALL AT OWN CONSTRUCTION. IF COORDIN O S O O , SPEGIACTY FINISH-' SF2 NOT USE , N A T R T PR VIDE 1 .IT I THE RE PONSIBILITY OF THE FIRE PROTECTION CO TR G O O O EXPENSE RELOCATE DEVICES AS REQUIRED. 8 S S , � NOT.USE P ABL DES AND REGULATIONS. VERIFY SPECIALTY FINISH SF3 SPRINKLER COVERAGE WHICH MEETS ALL A PLIC E CO � �■ N VERAGE DENSITY ETG. ANY _ 16.ELECTRICAL SUBCONTRACTOR SHALL PROVIDE CONDUIT AND BOX FOR HAZARD CLASSIFICATIONS AND GOORDINATE OBSTRUCTIO S,CO , �� . TT NTI N F THE - OWNER/TENANT TELEPHONE/DATA AND MISCELLANEOUS CONDUIT. RE. ELECTRICAL AND CHANGES TO THE LAYOUT SHOWN MUST BE BROUGHT TO THE A E O O SPECIALTY FINISH SF4 LG HAUSYS CQMMERCIAL HI MAGS CLASSIC IVORY WHITE 112 THK � _ _ AV QRAWINGS FOR ADDITIONAL REQUIREMENTS ARCHITECT AND/OR ENGINEER BEFORE PROCEEDING. FIRE PROTECTION CONTRACT TO LOCATIONS' BAR T�P KITCHEN OPE�IING , , : + PROVIDE ADEQUATE COVERAGE AT CLOUD CEILING ELEMENTS. LI SA.GASE:303.956:5597 STONE 5T1 DALTILE STONE`SLAB NORDIC BLACK G561 ANTIQUED SLAB X 3CM TOP- 17. ELECTRICAL SUBCONTRACTOR SHALL PROVIDE COMMUNICATION JUNCTION BOX AND USE INTERLOCKING FINGER JOINT CONDUIT WITH PULL STRWG AT LOCATIONS SHOWN ON PLANS. THE GENERAL 19. INSTALL NEW {AND EXTEND EXISTING) AUTOMATIC SPRINKLER HEADS AND ALARM SYSTEM : : . ILDIN DE RE UIREMENTS AND ADA LL QUTSIDE CORNER PIEGES ATAL� RIO GRANDE GO TIM 1NHITVER. CONTRACTOR TO COORDINATE,ONLY,THE INSTALLATION OF TELEPHONE AND COMPUTER (S)TO MEET ALL APPLICABLE LOCAL BU G CO Q � STACK STONE VENEER tNA , �� CABLES JACKS AND EQUIPMENT WITH TENANT AND OWNER. ALL MATERIALS AND REQUIREMENTS. C QDING IVORY UARIZ NIA 6 X 24 X 3/4 TO 1-112 THK aUTSIDE CORNERS' NO GROUT 303.825:2211 � STONE ST2 O � K LA Q , .�' _ _ _ INSTA�LATION BY TENANT. WIRING TO BE COMPLETE BEFORE INSTALLATION OF CEILING �. STONE ST3 NOT USE - - - - - ' TILES. THE GENERAL CONTRACTOR SHALL COORDINATE WITH TENANTS CABLE 20. FIRE PROTECTION GONTRACTOR IS RESPONSIBLE FOR ANY REWORK OF SPRINKLERS �- REMOVE&REUSE FROM EXISTING DEMO CONTRACTOR ON ALL ITEMS INCLUDWG EXISTING CABLE TO REMAIN. ALL NEW CABLE AND PIPING REQUIRED TO PERMIT THE FIRE PROTECTION LAYOUT SHOWN. THIS � 0 AREA; PATCH AND MATCH SHALL BE PLENUM RATED. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING AND FAMILIARIZE HIMSELF WITH THE ,� ��_ ��_ ��. �� SURROUNDING PATTERN. BUILDING AND ITS SYSTEM. CONFLICTS WITH CONDITIONS DETRIMENTAL TO THE WORK TO � ST�NE ST4 BY CONTRACTOR EXISTING ST4NE TILE EXISTING EXISTING S XS ,8 X16., 16 X16 � � GROUT: 1116"THK CBP OR EQUAL. 18. FLOOR RECEPTACLES FOR POWER;TELEPHONE, DATA, ETC.SHALL BE FLUSH TYPE. BE PERFORMED ARE TO BE NOTED. ANY ASSOCIATED WORK IS TO BE INCLUDED WITH THE �� ' I N M T BE X-RAYED AND COORDINATED WITH STRUCTURAL BID. � � TL1 DALTI�E REFLECTIVE E�EMENTS PPER P670 N/A 24" X 24"X 3I8"THK COLDR:95 SABLE BROWN LISA GASE:3Q3.956,5597 ALL FLOOR PENETRAT O S US TILE CONSULTANT AND BUILDING MANAGEMENT. � C� GRtJUT:`1l8"THK, CPB�R EQUAL. COLQR: � � , �� 21. FIRE EXTINGUISHERS SHALL BE INSTALLED PER NFPA STANDARD NUMBER 10 T _ � g UARRY AVER` ARID GRAY Q 42 6 X 6 X 3/$ THK 185 NEW TAUPE LISA CASE. 303.958. 5 7 AL FIRE PR TECTION JURISDICTION. PROVIDE ARCHITECT WITH TILE TL2 DALTILE t� P Q 19. DO NOT MOUNT THERMOSTATS, SWITCHES OR OUTLETS AT A/V BOARDS OR WALL REQUIREMENTS AND BY LOC O U , �� GROUT. iilfi THK,CBP OR EQUAL. CABINETS. COORDINATE DRAWINGS WITH FURNITURE INSTALLER. LAYOUT PLAN FOR REVIEW PRIOR TO INSTALLATION. �� . . � TILE TL3 DALTILE REF�EGTIVE ELEMENTS OP R P67Q N/A 1� X 24 X 3/8 THICK COLOR.95 SABLE BROINN LISA CASE.303.9�6.5597 � •- �� 20. DO NOT ATTACH CABLING TO CEILING SUSPENSION WIRES. ATfACH TO BUILDING 22.THE GENERAL CONTRACTOR SHALL LAYOUT THE TOTAL WORK AREA PRIOR TO , L O GROUT. 1/16 THK, CBP OR EQUAL• „ „ - „ STRUGTURE. PROCEEDING W ITH CONSTRUCTION TO ALLOW THE ARCHITECT THE OPPORTUNITY TO . . 0 TL4` DALTILE RE CTIVE ELEMENTS COPPER P670 N/A 2 X 2 X 3/8 THICK COLOR.95 SA B � LISA CASE.303.956.5597 TILE REVIEW ANY CONFUCTS IN THE FIELD. � U _ T ALL NEW AND MODIFIED PANEL BOARDS UPON 1'� 21. PROVIDE TYPED PANEL DIRECTORIES A ., �� . V � - AUTHENTIC BY ARCHITEX 54 WIDE, EXCEEDS 1QO,OOO DBL BOOTH &BANQUETTE SEAT& BACK, COMPLETION OF CONSTRUCTION. 23.SPRINKLER HEADS IN AL�DRYWALL CEILINGS SHALL BE CONCEALED TYPE WITH COLOR ,_ UPHOLSTERY' UPH1 FAUX�EATHER VALUE NALO N/A RUBS,CALTB117, UFAC CLASS 1 ROOM 105 ARCHITEX.;$Q�.621.0827 FACTORY APPLIED AND MATCHED TO CEILING COLOR UNLESS NOTED OTHERWISE. � � { } 22. ELECTRICAL CONTRACTOR SHALL PROVIDE INSTALLATION OF FURNITURE "WHIPS"AND � \� � �� ; FINAL CONNECTION TO SYSTEMS FURNITURE. (� / AUTHENTIC BY ARCHITEX: 54 WIDE,EXCEEDS 300,00� DBL BOOTH &BANQUETTE SEAT ONLY, XIV. F RNITURE AND MISCELLANEOUS U . 0 .6 1 0827 W FAUX LEATHER RYDER CHURCHIL� DOWNS N/A RUBS CALTB117' UFAC CLASS 1 GASUAL DINING 111 RRCHITEX. 8 0 2 . UPHOLSTERY UPH2 t 1 � � 4" • P . " N 1. FURNITURE TO BE PROVIDED AND INSTALLED UNDER SEPARATE CONTRACT. �� 3/4:W BOOTH &BANQUETTE BACK ONLY � � �. � , : � UPHOLSTERY UPH3 MOMENTUM TEXTILES ROMEO SFABRIC UPHOLSTRY CHAMPAGNE PUNCH TEFLON RAILROADED/DIRECTfONAL CASUAL DINING 111 KATHY,JAC KSO N.72 Q.837.4938 T , 0 S E ED CEICING ILLO S:, FOFt UPH L T R P W � : � MEETS�R:EXCEEDS NFPA 260,;MEETS CEEDS 150 40 LO.URDES MORALES.854.971.1776 ALL ACT STANDARDS. EX . 0 � � LIMOLEATHER 51MULATED DBL RUBS, 1�4/o P�LYUREfHANE FACE, x:217 ,, . , , . o � UPHOLSTERY' UPH4 VALL BRICS LEATHER� BENTLEY VY13-54F PECAN N/A 54 :IN� REPEATS.0 V X�Q Hy 1Q0%F/R P�LYESTER SUEDE BACKING. WINDOW GOUERING WC1 NOT.USED � BOARDS TO BE SMOOTH ALL SIDES& _ � TO MATGH DESIGNER 5/8"THK K VARYWG INIDTHS:2" MOUNTED TO HIDDEN FURRNING STRIPS ,� ' �� ,� �� : WOC7D W�1 BASED'ON TERRA MAI S4S WHITE OAK BOARD SAMPLE - 3 ,5 7 9 FOR VARIED PROJECTIQN. � � � � TO MATGH DESIG�IER _ �� WD�D WD2 BY:CONTRACTOR S4S WHITE OAK SAMPLE - 2 X2 J T� MATCH DESIGNER � WO(�D WD3 BY CONTRACTOR g4S WHiTE 0AK SAMPLE - ��X�,� _ TQ MATCH DESIGNER , WOOD WD4 BY CONTRAGTOR S4S WHITE OAK SAMPLE _ _1„X 1,, TO MATCH DE5IGNER WOOD WD5 BY CQNTRACTOR S4S WHITE QAK PLYWC?OD SAMPLE _ _ 3/4"THK TO MATCH DESIGNER : WOOD WD6 BY C�NTRACTOR S4S WHITE OAK SAMPLE _ 1-112"X 2" ,°°°�,,� _ _ C' �.� VINYL WALC COVERING VWC1 NOT USED _ - _ '��L. �� SEE INTERIOR ELEVATIONS AND SECTIQNS FOR ADDITIONAL FINISH INFORMQTIQN. � _ <°°a � � _ HAE� � ° : _ � ,:_ �- �a� �� . . � . . . . � � . � . . . � . . . � � . . � . . . . . . . . . . . . . . . . . Fi. . � � : ��a� �� .,� �► �,� � � � ��`��,,,,� A R��°�� -'`8 J �� _..� . T . . . . � . . . . . .. : � QI � . . . � . . � - . . � . . . � . . . � � � � . � . . . . � . . . . . . . . . ' � � . . � . . . � . . . ' . . . . � . . . . . . . . . � L . . . . . . . . . � . . . . . . . . . � . . . . . . . � . . . . . . . � . . � � . . . . . . . . . � . . . � . . . . � . . . . . . . . . �� . . � . � . . . . . . � � .. . � . . . - � . ' � � � . . . . . . � . . . °; _ PROJ. N0. 511040.00 i � � i W DRAWN: Author i � CHECKED: Checker > .� � APPROVED: Approver � _ � o DATE: June 06, 2011 I J' ' : ,�°. 1 o _ � r REVISIONS ' `� , . 1 BUILDING DEPT. 07/01/201 c � � 2 � 2 FOR 07/11/2011 i 1 a� � OR 08/04/2011 � : CONSTRUCTION 3 w �� 0 OZ ARCHITECTURE > _ � ` _ v -� �� J 0 , WILDFLOWER EN VATI N -THE R O � O ° LODGE AT VAIL � ISSUED FOR: � � - REFERENCE � � 0 i J .-. '� . � SHEET TITLE. ac . � � 1��V� �� I�II PROJECT°DESIGN RE`/1�V�E� F�� D� CRITERIA ��i�PL1A��E t�e �'��. _t/ _ SCALE: 1/2° = 1'-p° D� _ _--_ � o SHEET NUMBER � �ya �' � . g��p� �pq� �� , � � y �? . � . 469��Vi. �. . �� .. . � �.� . . . � . .. .. . . . . . � . . . .. . � . . . . . . . . . . . . . � . . . . . . . . . . . . . . . .. .. . . . . . . � . . . . � � � � � . . . . . � .. . . . . . . . . .. . . . . . . . .. � . � .. . . . . . . . . .. . . . . . .. . . . . . . . . . . � . � . . . � ., . . � . � ... � . . .. . . . _ r �. .�... . . . � � . . . . . . . . . . . . � . . . . � � . .. . � � . .. . . . . . . .. . . . . . . � � � . . . . � . . . . � .. � . . � � � . . . . . . . . . . . . . . . . . . � . . . . . � . . .. � . � � ... � . . : . . . .�.�. Q� . � � .�.� . . . � � . � . . .. . . . .. . . . . . . � � � . . � . . � . . .. � . . � . . . . . . . . .. . . . . . . . . . . .. .. . � .. . � . : . � � � � . .� . . . � . . � .. . � � . . . . . . . . . . . . . . . . . . . . . . : N � 'd . � _ I ;� i, , � ELE T _ S C IVE DEM LITI N F � pE O O OR PLAN AND RCP � MOLITION PLAN LEGEND 1.` DEFINITI N . O S i -�' , � DEMO DOOR, FRAME AND ASSOCIATED REMOVE. REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, SALVAGED, OR TO REMAW THE OWNER S PROPERTY. II . , / HARDWARE IN ITS ENTIRETY- SALVAGE REMOVE AND SALVAGE. ITEMS INDICATED TO BE REMOVED AND SALVAGED REMAIN THE OWNER S PROPERTY. REMOVE CLEAN AND PACK OR CRATE il , , � � AND RETURN TO OWNER ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY C NTENT F NTAINER ND ' O S O CO S A DELIVER TO OWNER S DESIGNATED STORAGE AREA. REMOVE AND REIN TALL: S REMOVE ITEMS INDICATED; CLEAN, SERVICE, AND OTHERWISE PREPARE THEM FOR REUSE; STORE AND PROTECT AGAINST - - - - DAMAGE. REINSTALL ITEMS IN LOCATIONS INDICATED. � - - - - DEM O WALL IN ITS ENTIRETY EXI TIN T REMAIN• S G O . PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING DEMOLITION. WHEN PERMITTED BYTHE A�CH11ECtU�E ARCHITECT ITEMS MAY BE REMOVED TO A SUITABLE PR TE TED T RA E L AT , , O C S O G OC ION DURING DEMOLITION AND THEN CLEANED AND REINSTALLED IN : THEIR RI INAL L AT 0 L rim r r REMOVE EXISTIN PENDED O G OC IONS. 3 03 a e St GGt G SUS , 2. EX EPT F R I C TEM R MATERIAL O S O INDI ATED T BE E S C R ED ALVA ED CEILING AND AS IATED LI HT HVA O US S G QR OTHERWISE INDICATED TO REMAIN THE OWNER S PROPERTY � soC G , C, , , Denver CO 80205 ` � , _ FIRE SPRINKLER FIRE PROTECTION AN DEMOLISHED MATERIALS SHALL BECOME THE CONTRACTOR S PROPERTYAND SHALL BE REMOVED FROM THE SITE WITH FURTHER DISPOSITION AT THE: , , hone 303.861 .5704 , P - SALVAGE LIGHT FIXTURE AND RET RN CONTRACTOR S OPTION. U 3. COMPLY WITH VERNIN EPA N TIFI A TO OWNER GO G O C TION REGULATIONS BEFORE STARTING DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF _ AUTHORITIES HAVIN RI DI TI N. � GJU S C O .-.:;._ ,_•,: ,, 4. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT RE UIRED BY NEW N -:-•_"=:.��•�� REMOVE EXISTING RAISED FLOOR Q CO STRUCTION AND AS INDICATED. USE METHODS ,;=�.•:��..;_� RE IRED T MPLETE H � QU O CO T E WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS. 5. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES CAUSED TO ADJACENT CONSTRUCTION BY SELECTNE DEMOLITION OPERATIONS. USE REPAIR MATERIAL IDENT S ICAL TO EXISTING MATERIALS: . WHERE REPAIR T EX N T IN PE 6 S O ISTING SURFACES ARE REQUIRED, PATCH TO PRODUCE SURFACES SUITABLE FOR NEW MATERIALS. �:. .� � . _, _ _ _ O SCO . .. : �, _,.: _ .- _� -�. �;:�, 7. RE T RE EXP ED FINI -_:,. . _ _.. _. �., . �.:.. _;. ... , S O OS HE F PAT HED AREA ` � S S O C S AND EXTEND FINISH RESTORATION INTO ADJOINING CONSTRUCTION'TO REMAW IN A MANNER THAT `r : _ . ELIMINATE EVIDEN E F S C O PATCHING AND REFINISHING. . 8. �PROMPTLY REP RT T WNER ANY A O O O H ZARDOUS MATERIALS DETECTED. ;: 9. BUILDING TO REMAIN PIED. ND OCCU CO UCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND .,_ :- �.. :; _ ,,; ,::, � : .,., :.: _,. ; ..,.. .. � FA , , ., . .. , r _ CILITIES TO REMAW. ENSURE SAFE PASSAGE OF PEOPLE AROUND DEMOLITION AREA. ERECT TEMPORARY PROTECTION, SUCH AS WALKS, FENCES ,,,, , RAI I . ' L NGS CANOPIES AND COVERED PASSAGEWAYS WHERE REQUIRED BY AUTHORITIES HAVW RI DI TI . , , , G JU S C ON PROTECT EXISTING SITE IMPROVEMENTS, .,;:; ; �: APP ; URTENANCES AND LANDSCAPING TO REMAIN. , ,;. 1 .EXI TIN FIRE ;, 0 S G DETECTION AND SUPPRESSION SYSTEM TO REMAIN ACTIVE FOR BUILDING. CONTRACTOR TO COORDINATE WITH LOCAL AUTHORITIES 2 :' � ;. . . FOR TENANT FINISH REQUIREMENTS. SEE FIRE PROTECTION DRAWINGS FOR ADDITIONAL REQUIREMENTS. ; : .: EXI TIN ` ° 11.REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. DEBRIS AND TRASH TO BE S G UNISEX � _: ., _ ACCESSIBLE ` : o � REMOVED DAILY. � 12.REMOVE ALL KITCHEN AND BAR EQUIPMENT FROM WALLS AND CEILING IN ITS ENTIRETY. RE: MECHANICAUPLUMBING KIT HE I BATHROOM �. .: & C N DRAW NGS FOR � " '- _ _ � REQUIRED FLOOR PENETRATIONS. COORDINATE KITCHEN E IPMENT ALVA E WITH WNER. . ; : ; ; : QU S G O :., .. . _ ; . 13. REMOVE ALL LIGHTING WITHIN SCOPE RE: ELECTRI AL _ ._. _ , C :: � �_ _. .. _.,._ 14.PROVIDE TEMPORARY SHORING AND BRACING TO SUPPORT ELEMENTS TO REMAIN WHERE EXISTWG SUPPORTS ARE SLATED F AL. ,^ _: . w OR REMOV .,` 15. REMOVE ALL PAINTED PLASTER/GYPBOARD PANELING FROM DINING ROOM.PREP FOR NEW FINISH - I . DEMOLITION KEYNOTES , ; Ky ; _ � T . .` Value Kcynotc Tcxt - �. _: 1.1 REM VEKIT H . O C EN EQUIPMENT IN ITS ENTIRETY. CAP ALL UTILITIES (RE. MECH, ELEC, & KITCHEN) I ` 1.2 REM VE EXI TIN EX A T H D • . O S G H US 00 IN ITS ENTIRETY (RE. MECH, ELEC, & KITCHEN) � 1.3 REMOVE EXISTING WOOD BUILT INS BAR & BACK BAR W ITS ENTIRETY _ , � ` � 1.4 REMOVE EXISTING MASONRY WALL AND ASSOCIATED WALL FINISH. PROVIDE SHORING AS REQUIRED PRIOR TO REMOVING : WALL. • RE. STRUCTURAL FLOOR TO CEILING U.N.O TO PROTECT EXISTING STEEL COLUMNS IN WALLS. � ) � ) , � 1.5 REMOVE EXI TIN T NE AND S G S O MANTLE FROM FIREPLACE. TERMINATE AT NEW PARTITIONS. STRUCTURAL WALL TO REMAIN. � STONE HEARTH T BE REM VED I O O N ITS ENTIRETY. � � 1.6 REM VE EXI TIN T NE M . O S G S O ASONRY KNEE WALL IN ITS ENTIRETY � 1.7 REM VE EXI T N O S I G WOOD/STONE/TILE/CARPET & BASE W ITS ENTIRETY. PREP FLOOR FOR NEW FINISH. EXISTING FLOOR � � ; RE I TER T BE REM V , 1. G S S O O ED 8 REMOVE EXISTWG LANDSCAPING FOR NEW SIDEWALK. SALVAGE TREES FOR REPLANTING. SEE LANDSCAPE PLAN : ' 1.9 REMOVE CONCRETE LAB. RE: IVIL F _ S C OR NEW CONCRETE � 1.11 REMOVE FINISHED ARCHWAY TO STEEL BEAM. SHORE EXISTING STRUCTURE DURING DEMOLITION � ( 1.12 REMOVE BAY WINDOW IN ITS ENTIRETY � 1 .- ` 1.13 REMOVE EXISTING WALL COVERING/STONE ON EXISTING WALL IN ITS ENTIRETY. EXISTING WALL TO REMAIN. i � 1.14 REMOVE EXISTING WOOD SHUTTER/ORNAMENTAL WOOD PANEL FROM EXISTINGWALL � 0 �. . . . . . _ . . � . . � . . � . . . . . . . . . . .� . . . � � � . � . . _: . .. � . � . ' . . . � . � . . � � � . . .. .. . . � . . .. 1.15 REMOVE SUSPENDED GYPBOARD CEILINGS IN ITS ENTIRETY. RE: MECH, ELEC, FIRE PROTECTION, AND FOOD SERVICE FOR � � � � ADDITIONAL REQUIREMENTS � � , 1.17 REMOVE EXISTING DECORATIVE WOOD BEAMS. RE: SPRINKLER PLANS � � � i `i 1.18 EXISTING CEILWG TO REMAIN. REMOVE ALL LIGHTS AND FANS. PATCH CEILING AT REMOVED ITEMS T , W c� ao � ; 1.19 REMOVE MIRRORS FROM EXISTING WALL, REMOVE ALL ADHESIVE. PREP FORFINISH � � 1.20 REMOVE EXISTING WALL AND STONE VENEER IN ITS ENTIRETY. i� O ,= O : !� 1.21 REMOVE STAIR IN ITS ENTIRETY. U ;. 1.22 REMOVE EXISTWG ROOF OVERHANG AT NEW AWNING. CUT RAFi-ERS FLUSH WITH EXTERIOR WALL. REMOVE GUTTER AND V � � - DOWNSPOUT. � •- � : (C� 1.23 REMOVE EXI TIN WALL A RE I D � �° S G S QU RE TO INSTALL NEW PLUMBING. PROVIDE PENETRATION THROUGH FLOORS FOR PLUMBING I..�..� (� > ; AS REQUIRED. PATCH AND REPAIR EXISTING WALL. '` , W � 1.24 REMOVE AND REPAIR EXISTWG CEILING FOR NEW PLUMBING. RE: MECH/KITCHEN �, ; d' 1.25 REMOVE STONE SILL FROM WINDOWS .J ° : � � , , 1.26 EXISTING FLOORWG TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION. CLEAN REPAIR OR REFINISH AS : � T NECESSARY. `' - 1.27 EXISTING DOOR TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION. CLEAN REPAIR OR REFINISH AS NECESSARY. � .. , , - 1.2 EXI TW TAI 8 S G S R TO REMAIN � , 1.30 EXISTING EXTERIOR DRAINS TO BE MODIFIED FOR NEW CONCRETE SLAB. RE: CNIL � ` 1.31 EXISTING FLOOR DRAINS TO BE CLEANED AND M�DIFIED FOR NEW KITCHEN LAYOUT. RE: MECH AND KITCHEN. � � - � ; � ,� � ' _ � � � .,. .. . ,. . - �.. - � _ - - _ � .. . ,. , '� .,'� __ _. �...._-r-,�,_ �--�---�-,.. � � _... , . � , � _, . � ' : - :. , ,,, .... . ... , , , _ . . � J > i _, , ,� # : . � � ; :., . . , : . , .. .._ �. ._,,..:, ; , , __ ' � .i ^ ,I : _ { . �, v .;: .' ...:; -:: i _ . - `, � i ' `_ .I � _ 1 .� , .1 r , � . �. . � . � . . . . . . . . .. . .. . . . . .. . . . � � . . . �:�� . . . . �. � �: : � t pt . . . . . �,.� . . � . � . . � . � . .. . . ...� . . � . . . . . . :.-, � . . . � .. y .: .. . . . . . � � . . . . . . . . . . . . . . ., ._! ��. 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COOLER. RE. .. � . . . . � . . . . . . . . �. . . . . . . . . . . . . . . . . .. �� . . .. . . � . . . . . ;.. � � . . � . � ._... ,:�,� . � .. .. � � . . � . . . . � � . . ��//. //l . � . . . . � . �/ � � . .. . . � � � . . . . . . . > , .- � , KITCHEN 0 OZ ARCHITECT RE �. , , , U � .., . :;,: : ; , .- � -- , .. : _.. ,: . : � - �' �' � , - _ � � , . .; > _ . . . .: ; �. �, � : w -. ,.;_ ; ; . . . , - . , • ,. � .. ,. , , , ,;:. . . �:,. ;,; , .� 4, .._. o. ..,. _ , . .,.. ,. ., ,: ��= .... . - ; _ � ; . _ .-... o . , . J .:::. ; _. ,. ,.. _. _ _ _ �, , �� i . � ,,. ; � WILDFLOWER , � � ,;. : , , o - �;.: ,. � :. , ------�'� ' RENOVATION -THE T ,,.. : ,. :; -. ------=--- : , .: __;;: . . . .: . . ;: . .., �-- ;` �, �.,.- � _:; M _. _. . . _,, . � 1.24 LODGE AT VAIL . . � . �N �� . . . . . . . . . . . . . . � . . . . . . . . . � .. �.. .' .. . . . . . . . N _ `� I ,� _ ISSUED FOR: ._ ; .: �.. :: -,_ . . .:; ^ .; _: - : ?�£�VUiI �� II � A. ' � REFERENCE : , : _ REV��JE[� F�R �� :. .,.. I J ., . ,,__ ="',..' ,. °. , > -- : ,.. � ,,.. , EXISTING ��M�LIA�� .,r, _ oc ,.,:- _ : RESTROOM � - _ . . � l . . �. . . . . � . . . � . . . . ... . . ... .. . . . . .. . . . . . � . .. . � . . . . ,;;"'� �. . . .�.. �. . . . . . ..:'.� . . . . . � . � . . . . . . . . . . . . . . . . � . . . .. � . . . . . .. . .. � . . . . . 2 /' SHEET TITLE. � ;♦ . ,. ; ,, ��o_ � ? : FACILITIES .;. . ; `2 y ,,..� �.. � 0 a LEVEL 0 DEMO & � `' ��o �� ,, : . FLOOR PLAN , �i��: �� . . A 'n i :. ::: j , I .� SCALE: s i d cated � ,. ¢ F, , ,; SHEET NUMBER �. ...� � � ` ' MEN'S V L , � � 0 DEMO AND FLOOR PLAN � : : . : . = � 1 = _,,•: � , ,. : ; 3/16"=1'-0" �o „ : � � � .., � N . � V�' - � , ;. :, , . . . c; � : < ,. ..�_. ,.; _ ,: . ,; :_ ,__ , � �-�,' ., ;...,.. _._ .� . ., . .. . ' � _ � `. t' �` - '�: � KEY N TE 0 O S _ R M FINISH SCHEDULE � D R TYPE ELEVATI N 00 00 S O S 1. GLASS WALL ENTRY FEATURE: 1/2" CLEAR TEMPERED GLASS WITH POLISHED EDGE. GLASS SLIDING DOOR ACCESSORIES BY DORMA. MANET BASE WALL ' CEILING _ ,, ,, MPA T Y TEM FINI H CO C S S # ' Name BASE FINISH WALLS FINISH FLOOR CEILING S Comments � , ■ 2. HOSTESS STAND. ONYX, GLASS, AND WHITE OAK CABINET WITH 2-DRAWERS, 2-DOORS, OPEN CUBBIES AND INTEGRAL LIGHTING. PROVIDE _ 'ELECTRICAL & DATA FLO R B X F R INTE RATED P. . . Y TEM AND PH NE O O O G O S S S O CONNECTION. COORDINATE OUTLET LOCATION WITH POS . � � / / 1 0 L BBY EXI TIN LA ENT PAINT EXIST. GYPBOARD PAINT TEXTURE & PAINT EXISTING ENT /� 0 O S G G SS @ RY, : 2 � � � 2 , � ❑ STON PLASTER & PAINT AL STONE SURROUNDING WALLS TO MATCH 3. N T US � „ OTHERS EXISTING " " UBE STEEL COLUMNS SUPPORT ON EXISTING MASONRY WALL. RE: STRUCTURAL • , (O I 102 LANDING STONE & STAIN EXIST. EXISITNG PAINT TEXTURE & PAINT EXISTING � 5. 'EXIS ING STEEL COL . T C TI N 2 2 , � W D T NE SURROUNDING WALLS 00 S O 6. WOOD COLUMN WR P. W AP WITH 1/ PARTI AL B ARD PA NT WIT A X METAL FI I E , S A�CHITECtU� , . / 2 7. T NE VENEER FL R IN R A R T T E N • S O G O D U S O ST USA.COM VENEER WALL LADDING PANEL N 103 OAT EXI TIN MAT H EXI T. .B. EXI T. EXISTING EXISITNG PAINT ( ( ) C SO i i � C S G C S G S 2 3003 Larimer Street � � E X IS T I NG W A L L. I NS T A L L P E R M AC E R CO M M E A T IO NS O E X I G SONRY SUBSURFACE WALL. EXISTING FIREBOX FLUE TO � � STONE EXIST. PAINT ' _ Denver CO 80205 REMAIN. USE INTERLOCKING FINGER JOINT CORNERPANELS ON ALL OUTSIDE CORNERS. FIRE PLACE TO HAVE 3 CM GRANITE HEARTH ST1 � � ) 104 RECEPTION CLEAR STONE & GLASS IN LEATHERETTE PAINT „ , „ , „ � _ _ q. WITH 4 FRONT FACE DIMENSION X 8 0 L. TOP OF HEARTH TO BE 1 1 A.F.F. hone 303.861 .570 COAT TILE TL UPH4 EXISTING P . „ „ , „ , ,, , „ � „ DOOR TYPE A DOOR TYPE B DOOR TYPE C � � )� 8. OPEN KITCHEN DISPLAY UNIT. 2 x 2 TUBE STEEL SUPPORT 3-0 WIDE x 1 -6 HIGH x 1 -6 DEEP MODULE . FLOOR TO 8-2 . INFILL SHELVING � ) &TL4 WOOD �� ,_ ,� �� BELOW 44 WITH 1/2 THICK SOLID SURFACE, BACKED WITH 21/2 METAL STUDS @ 1 6 . 1/2 N.C. PLYWOOD, FRP KITCHEN SIDE . SOLID GLASS DOOR ENTRANCE EXT. FRENCH DOOR , KITCHEN DOOR � ) . 105 DINING ROOM TIL & CLEAR STONE, WOOD, G.B., PAINT (P2 R ET LEATHERETi'E ' PAINT SURFACE WITH LG HAUSYS, COMMERCIAL HI MACS CLASSIC MATERIAL, COLOR. IVORY WHITE S29 �� 1/2 TEMP. METALCLAD WOOD 620 SS STAINLESS STEEL DOOR D COAT & & GLASS &STAIN CPT1 UPH4 EXISTING . B ILT-1N B TH R BAN ETTE WITH I N �� ,� � ) � )� 9 U 00 O QU G C T LIGHTING. SEAT TO BE LEATHER & BACK TO BE EITHER LEATHER OR FABRIC (AS GLASS DOOR BY DOOR W/TEMP WITH 9 x 9 VISION PANEL BY „ STAW WOOD DE I NATED IN FINI H HED LE WI 1/ HITE A A E E S G S SC U P ND . BA E T B WHITE AK PLYW D VENEER TAINED T M O C & S S O O 00 S O ATCH , ) , DORMA INSULATED GLASS PAYLON OR EQUAL DESIGNER S SAMPLE: 2 106 LOUNGE TILE (TL2) CLEAR , METAL & PAINT (P2) PORCELAW EXISTING WOOD PAINT DOOR SCHEDULE CO AT PAIN TILE TL1 10.WOOD ACCENT WALLS WD1. BASED ON'TERR MAI RECLAIMED, SURFACED WHITE OAK RANDOM PLANK SIZE. STAGGERED BOARDS TO � ) REATE VARIED E TEXT RE. HIDDEN F C SURFAC U ASTENERS FOR CLEAN FINISH APPEARANCE. DOOR FRAME 107 KITCHEN EPDXY (B3) EPDXY NLESS STEEL & I L SS EPDXY STAINLESS STEEL WASHABLE FINISH, STAINLESS - . �� ,. ,� 11.WOOD KNEEWALLS WD1 . BASED ON TERRA MAIL RECLAIMED WOOD VENEER, ON 3 5/8 20 GAG S U 1 C TE COVE 6 FRP STEEL & SF1 CLIP DOWN ACT & PANELS FULL HEIGHT AT EXPOSED , Door ROOM Type O ening Hardware � ) �� P . OAK QUIRK MITTERED EDGE TOP CAP AND END CAPS. STAINED TO MATCH DESIGNER S SAMPL . BAR I ONL ."BOO H S DE 1/ WHIT � � • � • � � Number NAME Mark Width i h h I N . FRP GRID (ACT2) AREAS 2 He g t Fmis Materia Fmish Set o Comments OAK PLYWOOD � T , „ , „ 108 GREASE EPDXY (B3) EPDXY FRP EPDXY VINYL CLIP DOWN FRP FULL HEIGH ; 12.DOOR INFILL- PROVIDE 2-0 x 7-0 FIXED INSULATED WOOD GLAZING UNIT TO MATCH EXISTING . I 6" 20 E METAL STUDS „ �� 1 4 RE EPTI N A 4� _ �� _ �� LA LA 1 _ �a 16 O.C., 5/8 TYPE X EXTERIOR SHEATHING BUILDWG WRAP, i X WOOD TRIM TO MATCH EXTERIOR 6 BATT INSULATION, VAPOR BARRIER, 0 C O 6 9 0 G SS G SS COVE 6 (SF1) ACT & GRID (ACTi) � ) �� - , „ , „ 109 DISHWASHING EPDXY B3 EPDXY FRP EPDXY VINYL CLIP DOWN FRP FULL HEIGHT 5/8 TYPE X GYP BOARD. PAINT. _ _ � ) 105 RECEPTION A 4 6 9 0 GLASS GLASS 1 „ „ COVE 6 SF1 ACT & GRID ACT1 13.1 '/2 .C. TEE RAW STEEL WITH LEAR AT EALER. RAW EE �� ) � ) O S C CO S ST L BRACKETS TO MATCH. PROVIDE SHEET METAL BLOCKING: 106 LOUNGE B - 0 7 - 0 PAINT WOOD PAINT 2 � 14.ACCENT WAL MILLE 2" x 4 INISH WHITE OAK VERTICAL FRAMING MEMBERS 16" O.C. WITH MILLED 1° X 1° WHITE OAK SLATS. STAINED 111 CASUAL WOOD B4 CLEAR WOOD PAW PAINT P2 CARPET LEATHEREITE PAINT @ 107 KITCHEN C 3' - 0" 8' - 0" STAINLESS HM STAWLESS 3 DOUBLE � ) � ) DININ AT T W PTi PH4 EX T. TO MATCH DE GN � G CO & & S (C ) (U ), S � 3 „ STEEL STEEL ACTING STAIN WOOD G.B. 15.FRONT BAR. 3cm RANITE TOP (ST1 ON FINISH SCHEDULE) ITH ANTIQUED FINISH AND ED ETAIL ON 2 YERS OF /4 MARINE PLYWOOD. , BAR WALL. BAR FACE TO BE PLASTIC LAMINATE PL E L E AL ALS ' GA T D 6' .C. �� ' 112 ATRIUM DININ WOOD (B4) CLEAR EXISTING G.B. PAINT (P2 CARPET EXISTING WOOD PAINT , „ _ ., WALL TYPE LEGEND 4 . . . E P YWOOD B SIDES. FRP PANELS FRP2 ON FINIS SCHEDU E) FLOOR TO �RANITE OP (INSIDE BA , X COAT & CPTi �� 2 � ) , 2 T BE TEEL F T E T N R E F A � U S 00 S , O AC R WI H 1/2 DIA TER R D AN 1/4 STE L BAS PLAT . STAIN 1 .WI FR . FURR- EXISTI I U ED, � � � �� OAK -= EXISTING WALL TO REMAW 113 BAR SEATING STONE & CLEAR WOO STAIN & PORCELAIN EXISTING WOOD PAINT AME- . _ .: - ,; . 17.BACK BAR LIQUOR DISPLAY: 3/8" CLEAR TEMPERED GLASS DISPLAY CABINET. GLASS PANEL SIDES 2 WITH GLASS SHELVES. PROVIDE 1/2° WOOD (B4 COAT & PAINT (P2 TILE (TL1) � ) WHITE AK PLYW D P BA E F LI H _ STAIN O 00 CA & S OR G TWG. STAIN NEW INTERIOR WALL CONSTRUCTION: (FLOOR TO STRUCTURE) i 18.BACK BAR COUNTERTOP. PLASTIC LAMINATE PL1 ON FINISH SCHEDULE COUNTERTOP ON 3/4" MARINE PLYWOOD WITH 1 1/2" GRANITE " TYPE ' ' YPB " 2 A ° �� 114 BAR QUARRY ' QUARRY FRP & EXIST. GLASS PAINT (P2) QUARRY EXISTING WOOD PAINT , „ ( ) „ 5/8 X G „ D, 6 , 0 G GE METAL STUD AT 16 O.C. 31/2 BAl-f EDGE. SUPPORT WITH 2 LAYERS 1/2 WHITE OAK PLYWOOD LEGS. AND SWGLE 1/2 WHITE OAK PLYWOOD COUNTERBACK. STAIN. WSULATION 5/8 TYPE X TILE COVE TILE TILE (TL2) I : �� : � �� B VE 19.GYPBOARD SOFFIT. 21/2 METAL STUD �a 24 O.C: SUSPENDED FROM EXISTING STRUCTURE WITH WIRE TIES @ 4-0 O.C., 5/8 TYPE 1X WALL BETWEEN 105 & 109/107 T0 HAVE ( 3) CO GYPBOARD. PAINT. 2 Y UF GtUIET KUGK. : BA�E 20.6" RAISED PLATFORM FORBOOTHS: 2"x 6° 16" O.C. WITH 2" x 6" RIM JOIST. 3/4" MARINE PLYWOOD NON-CO P I . 115 OUTDOOR' WOOD PAINT CONCRETE CANVAS AWNING C� , � NEW EXTERIOR WALL CONSTRUCTION: 21.CONCRETE PATIO EXTENSION: PROVIDE CONCRETE RETAINING WALL 5" THICK BOMANITE CONCRETE SLA . SECURE RAILING T CONCRETE EATIN ,� , . �� S G . 1 X W O O D S I D I N G, B U I L D I N G W R A P 5/8 T Y P E X E X T E R I O R S H E A T I N G, 6 20 SLAB. RE. LANDSCAPE �� 117 WINE EXI TIN EXI TIN .B. PAINT EXI TIN EXI TIN I �� A E METAL T D AT 1 . . 1 2 BATT IN LATI N VAP R BARRIER S G S GG S G S G 22.TUBE STEEUTRUSS ROOF AWNING SYSTEM PROVIDE THICKEN SLAB FOR AWNING POST AND 5 BOMANITE E AB. AWNING GG SU S 6005 / SU O , O , _ , �� STORAGE _ 5/8 TYPE X GYPBD - PAINT SYSTEM TO BE DESIGN BUILD AND MUST BE DESIGNED FOR LOCAL SNOW LOADS. PROVIDE WEATHER PROOF ROLL UP CANVAS WALLS WITH ' LEAR PLA TI VI I N PANEL AND ANVA R F. _ . C S C S O S C S 00 NEW WALL FURRING. FLOOR TO FINISH CEILING �� „ � ) � 23.PORTABLE (42 H X 60 L)PREFINISHED ALUMINUM EXTERIOR LANDSCAPE FENCE SYSTEM WITH 3-0 WIDE GATES AS INDICATED. ALUMINUM - �� 2 1/2 20 GAGE METAL STUDS�a 16 O.C., 2 BATT INSULATION, 5/8 TYPE X FENCE BY EVERDUR RNAMENTAL ALUMIN M FEN W R APPR VED E AL. O U C G O O QU GYPBOARD �� . 24.5 BOMANITE CONCRETE SLAB, RE. MECHANICAL FOR SNOWMELT LOCATIONS. RE CIVIL FOR VERTICAL CONTROL DIMENSION. REINFORCE s WITH x -W2.1xW2.1 W.W.F. ENTERED IN T E 6 6 C H S�B. A5.0 . . � 25.WAIT STATION. KITCHEN SUPPLIER TO PROVIDE STAINLESS WAIT STATI N. 25A.WAIT TATI N. T HAVE BEVERA EDI PEN ER TAINL � O S O O G S S , S ESS _ � � STEEL COUNTERTOP, CLEAN SHELF AND DIRTY SHELF. 25B DRY WAIT STATION TO HAVE 6TAINLESS STEEL COUNTERTOP, CLEAN SHELF AND . � � � DIRTY SHELF. � � � , RA ARI ED P B � : 26.CUSTOM W B C IS LAY UILT INTO CU OR ABI . ABINET TO B� 61MILAR TO DISPLAY UNIT AS NOTED IN KEY NOTE � _ _� E. � ,�� i A5.0 ,/f:� . �� q 2 . 7.BA WAIT S ATION. CM G ANITE T P ON 3/4 MARINE PLYWOOD ON 2 X 2 TUBE STEEL E F SUP ORTS s �` 1,,, � � `f� 16 ; 9 �, 28.6" METAL STUDS @ 16° O.C. 1/2" PARTICLE BOARD (ALL SIDES). FINISH WITH FAUX ME FINISH ' 4 a5.o ;,�/� � , ` ' 29.EXISTING WINDOW TO BE BLACKED OUT WITH WINDOW FILM PRIOR TO FURRING BEI TALLED. 2s a5.2 ,; ±~'� r1� %'�. � � A 16 ,; , �' � ! �I 30.iNFILL XPOSED FLOOR WI H ADJACE T SALVA ED STONE TIL � � I,, � +� � �� i i � g �� ; , � !� - �. _.., �.., �'i 1 �'�. i i i �L -v..,, .: ... ,.,. ,. : : . �, : ,,.. _., , . - . . ,:. ., , _ , . , - � _ .: < <.; _. , � , ;; .,;, .. ,� i - � ; ,, ,. ; ... , .. , , ,. • . w.; ,, . . , ,. _� . , ,. , . _; . ,, : . �. , _ �: � � - ; ,., , . , _ . _ : ,, . _ - _. . __ _ _ ., ., _ . ; . _ ... .__ ' . , , : - , ., � < ,..._ ,,.` . , , _ . : . . , ,._ _. ,- _. � : A5.0 , ,. . .. ;. ; , , . _ , � , , . _.:_ , :.- .. ,; . _: �, , , " � � , ; . , . . _ . _ . _, , I _ , . : _ �;; :_. _. . _ , .. , . , _ . : � : ,.., , .: ., , _ . . _ „ ,_ . , . . ,, .�7, _ ,_ . ,. � . . . _ , _ . _ . . .,, . . : . , , � , , �, � , : .. � _ :� ,� � . I � _ . _.. ��.�_ ----. � -----�-- _ 6 , � 5 ;,.. _._ _. ; - , , : . , : : : ,, ,, . , . .. .:, . - - - - - .., t:�. � _ __ � ;: M.,,,_�.:. ...t_..�:��..�a�u ..�R..�.: �.m:.-,... . - -__ -.__- � � - _ _ _-_=__-_-__- __- _,._ 20 -_ _ _ . __ _ . __ ___ . __ _ _ _ . __ ._ _ _._ . . _ _. _ � ,.,; �` : _ ��*, , �� - _ GENERAL N TE O S � 1. THE N .._ CO TRACTOR IS RESPONSIBLE FOR CHECKING CONTRACT DOCUMENTS FIELD �.., , ,.: q � � CONDITIONS AND DIMENSI N F R A RA Y AND NFIRMIN THAT THE W RK I B ILDABLE A �. ,_.. O S O CCU C CO G O S U S - ;� ,_. . H WN BEF RE PR E D S O O OC E ING WITH CONSTRUCTION. IF THEREARE ANY QUESTIONS REGARDING =: .._ THE E R THER RD ., : S O O COO INATION ISSUES THE CONTRACTOR SHALL SUBMIT THEM W WRITING : � .. ,:. _ , , , � .. TO THE ARCHITECT AND IS RESPONSIBLE FOR OBTAINING A WRITfEN CLARIFICATION FROM THE _� :; , : AR HITE T BEF RE PR EEDI W _ .:�: - .,, C C O OC NG WITH ORK IN QUESTION OR RELATED WORK. O ; �.�: .��.:. , _ 2. VERIFY I - ;,,_ N THE FIELD THAT NO C NFLI T EXI T WHI H W LD PR H1BIT THE L ATI N F ,�. O C S S C OU O OC O O � .. R�CNITECIU�E .-. ANY AND ALL ME HANI AL ELE T �„ , =; �.... C C , C RICAL TELEPHONE LIGHTING PLUMBING AND SPRINKLER , ,-;. _::. , , , u.,,_ 3003` Larimer Street ''"°`� .;,: : EQUIPMENT, INCLUDING ALL REQUIRED PIPING DUCTWORK AND CONDUIT. CONFIRM THAT ALL ._ ._ , , � ,. ... . .. , ,: _ RE I ED L D nv r 2 : QU R C EARANCES FOR INSTALLATION AND MAINTENANCE OF THE ABOVE EQUIPMENT ARE e e , C0 80 05 � �� o ,.._ �. • .. > ,.... PR VIDED. ,,: hone 303.861 .5704 0 . . , P � � � _, _ . _ � � � � �� ;. .... ;�� _ �:�� . ;_ � � � , _. ,_,_ � � � ; -.:�� . IN TA AND MAINTAIN ALL NE �E ARY V � � ... . : .. . .. .. . . _;,. 3 S C SS CO ERINGS, PROTECTIVE ENCLOSURES, TEMPORARY ._ .- : - � - ,... i . . . : . _ - , .:. , �� • : ,-�_ � - �� ,.._.. ,x: DOORS AND PARTITIONS AND DUST BARRIERS TO PROTECT ALL OCCUPANTS AND EXISTING WORK -. . -• . - _ _ . :.,; ., � :_ `< -.�., :. .-.: " AND FINI HE T REMAIN. REPAIR AND REPLA E AN �� S S O C Y DAMAGE CAUSED BY IMPROPER _ , _ . .., . . _ .._ - PROTECTI N AT N ADDITI NAL COST T WNER. W - . . - . .- O O O O O ORK DAMAGED DURING CONSTRUCTION OR � , . _,_ ,_ , �� NOT CONFORMING TO SPECIFIED STANDARDS,TOLERANCES OR MANUFACTURER S INSTRUCTIONS - -. FOR INSTALLATION HALL BE REPLACED AT N ADDITI NAL T T , . _,: .. . ,' S O O COS O OWNER. _ - - - ,� . . . . . - - ;��F ,� � . .- ,},� r,,. . ,.. _: ,- _.. _ ;;r,� - ,:=; .- = - � -� 4. OWNER RESERVES THE RIGHT TO OCCUPY AND TO PLACE OR INSTALL EQUIPMENT W -. .:. , .._.. . ;(, > , .` . . -; .-• ; ._,- � j : , � -._ COMPLETED AREAS OF THE PROJECT, PROVIDING SUCH ACTIONS DO NOT INTERFERE WITH ; , _: ,. . ,; s� ;:_ . .-� .-. t�' _ . . ;,�,� � .; ' : �F . � , ._ IR , :,, ,� ,_._ r�,.:�,., ' � o COMPLETION OF THE WORK. SUCH ACTS BY THE OWNER SHALL NOT CONSTITUTE ACCEPTANCE OF 0 - - � f; e, ,,. ,_ __ . , � ._.: :. - = . i ;,. . � . _ - _ . f r. THE TOTAL WORK. ''; . �r�' _ - �;r ` _:, • �,; ' _� .,.. ' ,--._ ' • . � • . _, .:,- '` %' �i ; ..,. -._ . _ � - � , � �, ..._.. . Op , -�.. , ^A_ � o -, - -- ,_. ;� .� . ,, , . NTRA T R I RE IRED ,, �_, ,. �.__ O , . _ . _ ._ � , � ,; 5 CO C O S QU TO COORDINATE WITH OWNER S VENDORS DURING CONSTRUCTION. ,,; -�. _:� .- . _. � . ._ ._ . ; , ;::, , ,, _ ,__ ., � � _ . . . .: , � ;;� �,�.. -<� a -_ ,� { � THIS MAY INCLUDE POWER RE UIREMENTS FOR E UIPMENT AND F RNITURE CONDUIT SIZING ,� � _ . - ,� F '� Q Q U � � � _ _ - �` h ��.. - _ ETG -�-, _ ; ,� . , �• � ' - `� � . � ; ,�:_ >-. - - _ , . . ,� ��,_�. �_ .. - __ � � � ,� � �___� , � __ a;,� __, : . _-- ,-: :. . ; �� -�� - •-�= - � �� ' 6. BUILDING IS OCCUPIED FOR CONSTRUCTION D RATI N. RDINATE IMPA T N . . ,_ ,,;;- , . _ ..-, . . � , °` U O COO C S O -.__._ - - �� . ,_ , ; - . , . : � ,. �_�` . :�- MAINTENANCE OF BUILDING SYSTEMS WITH BUILDING OWNER. _.__ _ , , � . - . _ ,a __.,_ . , __,�._. � -. _ :... #- �_ _ ,, � 7. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR ALL SLAB PENETRATIONS: G.C. TO X- _, �� M� � � RAY FOR REINFORCEMENT LOCATIONS PRIOR TO CUTT�ING HOLES THROUGH PRE-CAST CONCRETE �_ , ._.. . , �. . _� � „ :: _,_..._. _�, -�----_ ' �� - � � TEES __ - ; ,_, _ ,s _ ' IXy � 8. ALL PENETRATIONS OF DUCTWORK, CONDUIT; PIPING, AND SIMILAR WORK THROUGH FIRE ' ri „ :... � s-_ `�', , ` RATED ASSEMBUES SHALL BE SEALED TO MAINTAIN THE RATING OF THE ASSEMBLY WITH A UL � r� '� APPROVED MATERIAL. I , ;:; , � „ . ,�. " ' 9. �OORDINATE PLI�GEMENT OF ALL GEILING ELEMENTS WITI1 MEGHANIGAL, ELEGTRIGAL AND FIRE � . . . . . . . � .. � . . . �. . . . . . � . . . � . . .. . . .. . . � N . . . . � . ?,.�. � . � . . .. . .. . . . . . . . . . . . . . . . . . . . � . �� PROTECTION INSTALLER. WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS, CONSULT " �= ARCHITECT PRIOR TO PROCEEDING. _ - � 10. GENERAL CONTRACTOR SHALL COORDINATE ALL E IPMENT BA E AND H EKEEPIN QU S OUS G . . PADS. PROVIDE ACCESS PANELS AS REQUIRED TO ACCESS CONCEALED EQUIPMENT. D Vi w Ki h n 3 e tc e 2 11. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL EQUIPMENTAND WALUCEILING HUNG /� MATERIAL . „ S � � � � � � , , 12. EXTERIOR AWNING WILL BE A DEFERRED SUBMITTAL. DESIGN BUILDBY GENERAL ' i i ;. , ,,; � . _____ CONTRACTOR. DEFERRED SUBMITTAL WILL INCLUDE AWING STRUCTURAL F NDATION DE I N i i , _ ., � �U S G � � _ - _ , ' ti AND CIVIL FLAT WORK. . � � f� � , , �.. rf' \ „ , , � ,. .: , , ;�: .. .� , , . "SQUARE WALL RETURNS AT � '.' �� : � � : wiN�ows, a��oww� v2 ,, ��, 13.EXISTING WOOD SCREEN WALL AROUND MECHANICAL ROOF TOP UNITS TO BE PAINTED TO FROM FACE OF WALL FINISH ,; . I,, MATCH ADJACENT EXTERIOR WALL. ' TO WINDOW FRAME,TYP. I;� . � � � _ � �.�,��.��.�.�.�� _ !;i � _ . .. — — ��..��.@.��..��.�.��.�.�.�. , I , _. _ _ , . ,,:, . .. s , _ ;,; .. . � , .. . ,� :,. .. ... . . ."_ .� ,:�::..�,: 1 . . . . 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EW 2 X4 VINYL FA C N C .. _ „ re B . e u ra 16A sM Ft arrt r o ct w E I N AND . � ._ RE T BE REM VED. EXISTING FIRE SUPPR SS O , p : ; 2. ALL EXISTING LIGHT FIXTU S O O M EC H SYM BOLS ; : TH H LD-D WN LIPS WITH 15/16 GRID. COLOR. : . . f 1 SUSPENDED 2X4 VINYL WRAPPED ACT WI O O C . _ � _ ,� Commercial Kitchen Grease Duct 8 stems WITH HOLD DOWN CLIPS s y < DETECTION SYSTEM TO BE MODIFIED FOR NEW DESIGN. RE. MECH ELEC. & FIRE �, ; � . : , W H ITE. .� urThrou h Penetration`5"stem 1 or 2 Ho ,. _ 9 Y , ; 0 ' . TI N DRAWIN . PR TE GS O C O Y DIFF ER _. EILIN PPL S _ G SU U _ , � C �� oro aI ` , � � ' 41/2 inch` 11 4 cm Concrete"Flo r W I , � ; . � _ ) _. � . L R. , 1 RID O . WN LIP WITH 1 / 6 G CO � : DED METAL TILE CEILING WITH HOLD DO C S 5 . 1 A 2 x2 SUSPEN : , 0 T T p ! . ED. , PR VIDE A E PANELS/HATCHES AS REQUIR � � � ; 3. GENERAL CONTRACTOR TO O CC SS . : E NEW 2 X2 TAINL S ,. ` .. . S S �: _ . : TAINLE TEEL. C I I E C I U fl E _ . S SS S A� N : �: . ED T MAT H AD A ENT SURFACES. . HATCHES TO BE FINISH O C J C RET RN AIR GRILL . _ � U : �. _. ITH H LD TEEL TI�E W O . S . �� _.. �� ,; _ YP. B ARD PAINTED. . N Y TEM WRAPPED WITH 5/8 TYPE X G O _ TE HE L ATI N F CEILING HEIGHTS 2 2 1/2 METAL STUD SUSPENSIO S S , ,: 4. THE REFLECTED CEILING PLAN INDICA S T OC O O , � 3003 Larimer Street . D WN LIP __�__ ..� __ . O C S , ,_ , , --,r . �� d . _ , RAWIN N INEERIN D GS - ' M . REFER T E G . LI HT FIXTURES AND'ASSOCIATED ITE S O G E X . G � 3 COMPLETE CORNER AT REMOVED ARCHWAY. PROVIDE 2 1/2 METAL STUD AND 5/8 TYP � ' � . � Denver CO 80205 .�. : : _ , � : : ., TI N. _: ER AND LIFE AFETY INFORMA O ; � � FOR ADDITIONAL ELECTRICAL HVAC SPRINKL S p _ : , , GYP. BD. FINISH,PAINTE . ,. : , . — E . YMB L . 1 . z 4 _. B.o.s. OPEN TO E L C S � S hone 303 86 5 0 � : P + . IN THE EVENT OF DISCREPANCIES BETWEEN THE DESIGNER S REFLECTED �� ` : � y - PPED + L D N X RID. FRAMED WITH 2 1/2 METAL STUDS AND WRA ' - :; , TR T RE PAINTED. 4O SUSPENDED PILLOW/C OU O 3 3 G � + ,: S UC U , . CEILING PLAN AND THE ENGINEER S PLANS 1MMEDIATE�Y NOTIFY THE DESIGNER ,, ,: , _ B VE 3� ` . WITH VINYL LEATHERETTE PROVIDE UPLIGHITNG A O : NEW PIN RECESSED ; : � . N W ITH W RK. , IN WRITING BEFORE ORDERING MATERIALS OR PROCESSI G O _. �� : , , XT RE _ FI � U ND WRAPPED , : 4A SUSPENDED PILLOW/CLOUD ON 4X4 GRID. FRAMED WITH 2 1/2 METAL STUDS A � , : ,: CEILING MOUNTED � ' 1 � : � ,_ �� - , , : 5. COORDWATE ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE : 7C mrfl . ,: <: � WITH VINYL LEATHERETTE- PROVIDE UPLIGHITNG ABOVE ` , , ;,: PILLOW/CLOUD FRAMED WITH � , : . CLEARANCES FOR FIXTURES DUCTS PIPING CEILING SUSPENSION SYSTEMS, : � , , , . D � � � , � NEW RECESSE �� : ` : � L T D AND WRAPPED - : � . . META S U S L W L D N 4x4 RID FRAMED WITH 2 1/2 METAL STUDS AND � FINISHED CEILING HEIGHTS INDICATED ON THE DESIGNER S DRAWINGS. 5 CEILING MOUNTED PIL O /C OU O G � , 0 � � _ : FLOURESCENT FIXTURE : .: � , . : WITH VINYL LEATHERETTE ._ , ; _� , . • . T H WN N THE EILING PLAN BUT RE UIRED BY WRAPPED WITH VINYL LEATHERETfE ,. ... _.� � � __ . . , � 6. ANY ACCESS HATCHES NO S O O C Q . �� __ . , _- , �_ . ., � :. . . . �� . _ �.� . . , .. , _ . �� . . _.. . . , .; BE REVIEWED WITH . �� L R ELE TRI AL YSTEMS SHALL ,-. _•-....n•-r,.• - � __ PLUMBWG MECHANICA O C G S _ , _ _ , , _ A E WITH 2 1/2 METAL STUDS 24 O.C. SUSPEND FROM _ . > ,: � ,�, ._, ..: �_ .. CEILING MOUNTED 7O SUSPENDED GYPBOARD CLOUD. FR M C� , .. . , , �. , i ,..;..- •. ... .; , B ARD _ ,.. - .,.-.•- : . . NEW GYPSUM O �_ �� ,, , ARCHITECT FOR LOCATION. _ > _,. _. -.-, ; � � . ..-.. ;- -�.-.. PENDANT FIXTURE EXIST. STRUCTURE WITH STEEL CABLES c@ 4 Q O.C. , ,�, � ,, ..,,-..,-.�.:. .; � , , CEILING/SOFFIT PAINTED . NTRA T R T ` RDINATE LOCATION OF FIRE SPRINKLER HEADS. -,� _�._-�-�-.r_: � ��c` � , . � ;� 7. CO C O O COO � . � , , ,, 8 SUSPENDED GLOWING LIGHT FIXTURE. STEEL RING WITH TRANSLUCENT LENS. . i � : � ` � - 1 8. ALL LIGHT FIXTURES EXIT SIGNS SPRINKLER HEADS &OTHER CEILING ELEMENTS . � . . . . . � � . � . . . � ...�. � ..-: .::' '`!'.� �. � � . .. . f 7 . 7. . . . . . � . . � . . . � � . . . � . . . . . . . . . .. .. . . . , . . � . . � . . � , - .. ,- - RE:ELECTRICAL ' ` ;� •- � -> , . .N. � '- . EXISTING GYPSUM BOARD _ ,, SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE U O . _ , , � , _ . � . , _ I _ . . _ _ I HE , REP W D PRI R TO NEW FIN S S � _ 11 PAINT EXISTING WOOD STRUCTURE AND CEILING. P 00 O � � � � 9. CENTER ALL NEW ACOUSTICAL CEILING GRID WITHIN THE ROOM UNLESS � , _ �_• - CEILING O , ; , 1 . I �� : • -� -• •. �- � � �� , = ; 1 TUBE STEEVFABRIC AWNING SYSTEM. PROVIDE HEAT AND LIGHTING FOR EXTERIOR � . 3 �;�fi mrn , OTHERWISE NOTED. � � � � , ,; , �� ; � : : ,. EN LOSURE . ,. 10.ALL ACT CEILINGS ARE 9-0 TO THE B.O. OF ACOUSTICAL CEILING TILE FORM THE . .. C , � i ,; XX -x --` ��, THE CEI�ING ELEVATIONS , � �: , F LAB NLE THERWISE NOTED. -- . _ �� , � , TOP O S U SS O 13 GYP. BOARD CEILING. 2 1/2 METAL STUDSD @24 O.C., 5/8 TYPE X GYP. BOARD, PAINTED. , _,, TARGET INDICATES THE O �� : � �� ;: 11.DIMENSIONS OF SPECIALTY LIGHT FIXTURES ARE CENTER OF FIXTURE. U.O.N. SUSPEND CEILING W/WIRE 4-0 O.C. i: , CEILING FROM THE B.O. THE C� � ' FINISH CEILING TO T.O. 14 RIBBED CEILING: 2"x8" WHITE OAK RAFfERS. SUSPEND RIBBED CEILING W/ALL-THREAD FROM ,: 0 �; L R - r o�, e t�c�.an��t��a�,�. FINISH F 00 STRUCTURE, STAINED. y. �laarnC�il�a or 4Na�1 A�s�mb y �g = Thr h P�anet�attem S �ems ' ; �. '�� °"°1 ' � ER EA H IDE F PACKING MATERIAL PER ----• ` : ; 1� PROVIDE 2 HOUR THRU WALL 3M FIRE BARRI C S O , 30.� �O�e 4� er 9M Fir�Baeder Ouc�UV 15A : 3s� ��tm orP�n� F��a� ; FIGURE 4A. ALL SIDES OF DUCTWORK) : � 3C�, Packl t�latmisl >FS��' �;_ Flre Hart�er 10a0 f+�r�' ��6rL�or 2000M 9I9i�ne�aia�t FS 578� _ ` �� - "Jd. �tvt , FB 579 W �.: Fo�w��.as� ��r4 e�n s�o��r�r 1 _ : Syfeom in10ffi7e I�nilal tr�!qud.oy af i�. , RC�F�rCr#!R�`S�l?C: maava,ucovua,+„wuaw•cn.a,,uNam�a .: �'. 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' . . ... . � . . . . . � . . � . . . . . . .. � .. . .. . . .. . . . , . . . .. � � � � � � � . . �. �. .. � . . . . .. .. . . .. . . . . , . .. � .. .. . .. � � . . . .. . � � . . � � . �. . - .. � . . . .. � . � . . .. . � . . . .. . . . . . . . . . . . . . . . . . . . . .. . . � . .. . � . . . . . .. . .� . . .. . � � . . . . . . . . � ��.. EXTERI R MATERIAL LE END O G KEY NOTES : -=A � , GENERAL NOTES . . „ ° L ED LA WITH P LI HED ED E. LA LIDIN D R A E RIE BY D RMA. MANET �. nc. ,:_,a 1. GLASS WA L ENTRY FEATURE. 1/2 CLEAR TEMPER G SS O S G G SS S G 00 CC SSO S O -•� -••• _� ,._, _,,_, � . _:_:-._ ;.,-„ EX TIN WIND W EXISTING WOOD :- ...-: <:..-: :•••-•�- EXISTING STUCCO IS G O 1. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING CONTRACT DOCUMENTS, FIELD COMPACT SYSTEM ,�-�::;•_;.�:..;�, ;.:� -:.._.._,� ., ;.. _,... . _ HAKE HIN LE _;_• •:,_..-.-:-: ::= FINISH TO REMAIN _ CONDITIONSAND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT THE WORK IS BUILDABLE AS _ _ S S G ,,, ,_,,_ , ,,�,,, _, , , 2. HOSTESS STAND. ONYX, GLASS, AND WHITE OAK CABINET WITH 2 DRAWERS, 2 DOORS, OPEN CUBBIES AND INTEGRAL LIGHTING. PROVIDE _ ., _ . .,_ } ROOF �.,-..-_-._y: �_.._,_,_.._. SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING D P. Y TE D NE NNE TI . RDINATE TLET L ATI N WITH P ' � '°' ELECTRICAL & DATA FLOOR BOX FOR INTEGRATE O.S. S S M AN PHO CO C ON COO OU OC O OS '`•'� .:.,- = �,_ :.-. -.-•, - -'- '.:-,- T ,: ._::_-;:=:•:.::�:::-.-: - THESE OR OTHER COORDINATION ISSUES, THE CONTRACTOR SHALL SUBMIT THEM, IN WRI ING, ENT ,-�,-:�,:;.-�,_;--; -;._�-., . . � . � � � . � . � . . . . . . . . . . . . . . . . . . . . . . _.��. �:_��, �_••_��i`__ . . ... . . . . . � . . . . . . � . . . . . . . . . . . . . . . . . . .. . � . . . . . .. . . . . . . . . . . . . . . . � . . � . . .. . . . � . . . . �. . . � .�' `i.��. ":n�' �.. -. ' .. . . .. . . , . . . . . . . � . . � . � . .. . .. . � . . TO THE ARCHITECT AND IS RESPONSIBLE FOR OBTAINING A WRITTEN CLARIFICATION FROM THE' 2 _ _ _ _ _._ , , . 3. N T US p T T p „ „ „ A HITE T BEF RE PR EEDW WITH W RK IN E TI N R RELATED W RK. � RC C O OC G O QU S O O O , UBE STEEL COLUMNS SUPPORT ON EXISTING MASONRY WALL. RE. STRUCTURAL R tl C H I I E C I U tl E , . EXI IN TEEL L CT TI N . 5 S G S CO C 2 3003 Larimer Street 2. VERIFY IN THE FIELD THAT NO CONFLICTS EXIST WHICH WOULD PROHIBIT THE LOCATION OF • � 6. WOOD COLUMN WR P. W AP WITH 1/ PARTI AL B ARD PA NT WIT A X METAL FI IS � NEW TEMPORARY NEW INSULATED . Denver CO 80205 ANY AND ALL MECHANICAL, ELECTRICAL, TELEPHONE, LIGHTING, PLUMBING AND SPRINKLER 7. STONE VENEER FL ING OR UA UR T ST E NO ST USA.COM VENEER WALL CLADDING PANELS ON � � � ) ROOF/AWNING WOOD FRAMED EQUIPMENT, INCLUDJNG ALLREQUIRED PIPING, DUCTWORK, AND CONDUIT. CONFIRM THAT ALL . h011@ 303.861:5704 EXISTING WALL. INSTALL PER M AC ER COMME ATIONS O EXI G SONRY SUBSURFACE WALL. EXISTWG FIREBOX, FLUE TO WINDOW. PAINT TO p REQUIRED CLEARANCESFOR INSTALLATION AND MAINTENANCE OF THE ABOVE EQUIPMENT ARE REMAW. USE INTERLOCKING FINGER JOINT CORNER PANELS ON ALL OUTSIDE CORNERS: FIRE PLACE TO HAVE 3 CM GRANITE HEARTH (ST1) MATCH EXISTING „ , „ , „ PROVIDED. WITH 4 FRONT FACE DIMENSION X 8-0 L. TOP OF HEARTH TO BE 1 -1 A.F.F. . „ „ , „ , „ , „ , „ . PEN KIT HEN DI PLAY NIT. 2 x 2 T BE TEEL PP RT - WIDE x 1 - HI H x 1 - DEEP M D LE . FLO R T -2 . INFILL HELVIN 8 O C S U U S SU O (3 0 6 G 6 O U ) O O8 S G 3. INSTALL AND MAINTAIN ALL NECESSARY COVERINGS, PROTECTIVE ENCLOSURES, TEMPORARY �� _ �� BELOW 44 WITH 1/2 THICK SOLID SURFACE, BACKED WITH 2 1/2 METAL STUDS �a 1 6 . 1/2 N.C. PLYWOOD, FRP (KITCHEN SIDE). SOLID D R AND PA TIT N AND D T BARRIER T PR TE T ALL PANT AND EXI TIN W RK . 00 S R 10 S US S O O C OCCU S S G O SURFACE WITH LG HAUSYS, COMMERCIAL HI-MACS CLASSIC MATERIAL, COLOR. IVORY WHITE S29 AND FINISHES TO REMAIN. REPAIR AND REPLACE ANY DAMAGE CAUSED BY IMPROPER _ 9. BUILT IN BOOTH OR BANQUETTE WITH I C NT LIGHTING. SEAT TO BE LEATHER & BACK TO BE EITHER LEATHER OR FABRIC (AS PROTECTION AT NO ADDITIONAL COST TO OWNER. WORK DAMAGED DURING CONSTRUCTION OR �. DEMOLITION KEYNOTES DESIGNATED IN FINISH SCHEDULE) WI 1/ HITE OA CAP & ENDS. BASE TO BE WHITE OAK PLYWOOD VENEER, STAINED TO MATCH NOT CONFORMING TO SPECIFIED STANDARDS TOLERANCES OR MANUFACTURER'S INSTRUCTIONS � Key � DESIGNER S SAMPLE. 2 . FOR WSTALLATION SHALL BE REPLACED AT NO ADDITIONAL COST TO OWNER. • Value Keynote Text 10.WOOD ACCENT WALLS WD1 . BASED ON TERR MAI RECLAIMED, SURFACED WHITE OAK RANDOM PLANK SIZE. STAGGERED BOARDS TO REATE VARIED RFA E TEXT RE. HIDDEN FASTENERS FOR CLEAN FINISH APPEARANCE. C SU C U 4. OWNER RESERVES THE RIGHT TO OCCUPY AND TO PLACE OR INSTALL EQUIPMENT IN �� 11.WOOD KNEEWALLS WD1. BASED ON TERRA MAIL RECLAIMED WOOD VENEER, ON 3 5/8 20 GAG S U 1 TE COMPLETED AREAS OF THEPROJECT, PROVIDING SUCH ACTIONS DO NOT INTERFERE WITH � �� OAK QUIRK MITTERED EDGE TOP CAP AND END CAPS. STAINED TO MATCH DESIGNER S SAMPL . (BAR ONL . BOO H S DE 1/ WHIT 1.1 REM VE KIT HEN E IPMENT IN ITS ENTIRETY. CAP ALL UTILITIES RE: MECH ELEC & KITCHEN COMPLETION OF THE WORK. SUCH ACTS BY THE OWNER SHALL NOT CONSTITUTE ACCEPTANCE OF : a O C QU ( , , ) OAK PLYWOOD , „ , - „ „ 1.2 REMOVE EXISTING EXHAUST HOODIN ITS ENTIRETY (RE: MECH, ELEC, & KITCHEN) THE TOTAL WORK. 12.DOOR INFILL- PROVIDE 2-0 x 7-0 FIXED INSULATED WOOD GLAZWG UNIT TO MATCH EXISTING . I 6 20 E METAL STUDS �� 1.3 REMOVE EXISTING WOOD BUILT INS,BAR & BACK BAR IN ITS ENTIRETY �a 16 O.C., 5/8 TYPE X EXTERIOR SHEATHING BUILDING WRAP, 1X WOOD TRIM (TO MATCH EXTERIOR) 6 BATf INSULATION, VAPOR BARRIER, 5. CONTRACTOR IS REQUIRED TO COORDINATE WITH OWNER'S VENDORS DURING CONSTRUCTION. �� 5/8 TYPE X GYPBOARD. PAINT. . 1.4 REMOVE EXISTING MASONRY WAL�AND ASSOCIATED WALL FINISH. PROVIDE SHORING AS REQUIRED PRIOR TO REMOVING THIS MAY INCLUDE POWER REQUIREMENTS FOR EQUIPMENT AND FURNITURE, CONDUIT SIZING, 13.1 '/2" O.C. STEE RAW STEEL WITH CLEAR COAT SEALER. RAW STEEL BRACKETS TO MATCH. PROVIDE SHEET METAL BLOCKING. WALL. RE: STRUCTURAL FLOOR TO CEILING U.N.O TO PROTECT EXISTING STEEL COLUMNS IN WALLS. ETC. �� ) t ) 14.ACCENT WAL MILLE 2 x 4 INISH WHITE OAK VERTICAL FRAMING MEMBERS �a 16 O.C. WITH MILLED 1 X 1 WHITE OAK SLATS. STAINED 1.5 REMOVE EXISTING STONE AND MANTLE FROM FIREPLACE. TERMINATE AT NEW PARTITIONS. STRUCTURAL WALL TO REMAIN. T MAT H DE N � O C G STONE HEARTH TOBE REMOVED IN ITS ENTIRETY. � 6. BUILDING IS OCCUPIED FOR CONSTRUCTION DURATION. COORDINATE IMPACTS ON 15.FRONT BAR: 3cm RANITE TOP STi ON FINISH SCHEDULE ITH ANTIQUED FINISH AND ED ETAIL ON 2 YERS OF 3/a" MARINE PLYWOOD. � MAINTENANCE OF BUILDING SYSTEMS WITH BUILDING OWNER. BAR WALL. BAR FACE T BE PLA TIC LAMINATE PL E L E AL ALS ' GA TA D 6' .C. 1.6 REMOVE EXISTING STONE MASONRY KNEE WALL IN ITS ENTIRETY O S i J REMOVE EXISTING WOOD/STONE�TILE/CARPET & BASE IN ITS ENTIRETY. PREP FLOOR FOR NEW FINISH. EXISTING FLOOR 4 . . . ' " E P YWOOD B SIDES. FRP PANELS FRP2 ON FINIS SCHEDU E FLOOR TO RANITE OP INSIDE BA , " X ) � 7. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR ALL SLAB PENETRATIONS. G.C. TO X- �� 2 REGISTERS TO BE REMOVED 2 T BE TEEL FOO E T N R O ACE F AR WI H 1/2 DIA TER R D AN 1/4 STE L BAS PLAT . � U S S , , RAY FOR REINFORCEMENT LOCATIONS PRIOR TO CUTTING HOLES THROUGH PRE-CAST CONCRETE 1 .WI FR . FURR- EXISTI I ED, ' L ' ° OAK 1.8 REMOVE EXISTING LANDSCAPING FOR NEW SIDEWALK. SALVAGE TREES FOR REPLANTING. SEE LANDSCAPE PLAN TEES. AM E- . 1.9 REMOVE CONCRETE SLAB. RE: CIVIL FOR NEW CONCRETE ' 17.BACK BAR LIQUOR DISPLAY: 3/8° C�EAR TEMPERED GLASS DISPLAY CABINET. GLASS PANEL SIDES 2 WITH GLASS SHELVES. PROVIDE 1l2° I 8. ALL PENETRATIONS OF DUCTWORK CONDUIT• PIPING AND SIMILAR WORK THROUGH FIRE � � 1.11 REMOVE FINISHED ARCHWAY TO STEEL BEAM. SHORE EXISTING STRUCTURE DURING DEMOLITION , , , , WHITE OAK PLYWOOD CAP & BASE FOR LIGHTING. - STAW � RATED ASSEMBLIES SHALL BE SEALED TO MAINTAIN THE RATING OF THE ASSEMBLY WITH A UL �� 1.12 REMOVE BAY WINDOW IN ITS ENTIRETY 18.BACK BAR COUNTERTOP. PLASTIC LAMINATE (PL1 ON FINISH SCHEDULE) COUNTERTOP ON 3/4 MARINE PLYWOOD WITH 1 1/2 GRANITE APPROVED MATERIAL. EDGE. SUPPORT WITH 2 LAYERS 1/2" WHITE DAK PLYWD�D LEGS. AND SINGLE 1/2" WHITE OAK PLYWODD GDUNTER BAGK. STAIN. 1.13 REMUVE EXISTING WALL GOVERINGtSTONE 01V EXISTING WALL IN ITS ENTIRETY. EXISTING WALL TO REMAIN. . �� _ �� 19.GYPBOARD SOFFIT. 21/2 METAL STUD � 24 O.C. SUSPENDED FROM EXISTING STRUCTURE WITH WIRE TIES � 4 0 O.C:, 5/8 TYPE 1X 1.14 REMOVE EXISTING WOOD SHUTTER/ORNAMENTAL WOOD PANEL FROM EXISTING WALL 9. COORDINATE PLACEMENT OF ALC CEILING ELEMENTS WITH MECHANICAL ELECTRICAL AND FIRE � GYPBOARD. PAINT. 2 1.1 REM VE PENDED YPB ARD EILIN JN IT ENTIRETY. RE: ME H ELE FIRE PROTECTION AND FOOD SERVICE FOR PR TE TI N IN TALLER. WHERE DI REPAN IE EXI T BETWEEN DRAWIN N LT » . �� » �� 5 O SUS G O C GS S C , C, , O C O S SC C S S GS, CO SU 20.6 RAISED PLATFORM FOR BOOTHS. 2 x 6 16 O.C. WITH 2 x 6 RIM JOIST. 3/4 MARINE PLYWOOD NON-CO , P I C� , � • ADDITIONAL REQUIREMENTS I ARCHITECT PRIOR TO PROCEEDING. . „ 21.CONCRETE PATIO EXTENSION. PROVIDE CONCRETERETAINING WALL 5 THICK BOMANITE CONCRETE SLA . SECURE RAILING T CONCRETE . 1.17 REMOVE EXISTING DECORATIVE WOOD BEAMS. RE: SPRINKLER PLANS SLAB. RE. LANDSCAPE �� 10. GENERAL CONTRACTOR SHALL COORDINATE ALL EQUIPMENT BASE AND HOUSEKEEPING 22.TUBE STEEUTRUSS ROOF AWNING SYSTEM PROVIDE THICKEN SLAB FOR AWNING POST AND 5 BOMANITE N E AB. AWNING 1.18 EXISTING CEILING TO REMAIN. REMOVE ALL LIGHTS AND FANS. PATCH CEILING AT REMOVED ITEMS , PAD . PR VIDE A E PANEL A RE IRED T A E ONCEALED E UIPMENT. Z S O CC SS S S QU O CC SS C Q SYSTEM TO BE DESIGN BUILD AND MUST BE DESIGNED FOR LOCAL SNOW LOADS. PROVIDE WEATHER PROOF ROLL-UP CANVAS WALLS WITH 1.19 REMOVE MIRRORS FROM EXISTING WALL, REMOVE ALL ADHESIVE. PREP FORFINISH LEAR PLA TI VI I N PANELS AND CANVA `R F. C S C S O S 00 NE VENEER IN IT ENTIRETY. _ „ „ , „ 1.20 REMOVE EXISTING WALL AND STO S 11. PROVIDE NON COMBUSTIBLE BLOCKINGFOR ALL EQUIPMENT AND WALUCEILING HUNG 23.PORTABLE 42 H X 60 L PREFINISHED ALUMINUM EXTERIOR LANDSCAPE FENCE SYSTEM WITH 3-0 WIDE GATES AS INDICATED. ALUMINUM � � 1.21' REM VE TAIR IN IT ENTIRETY. MATERIALS. FENCE BY EVERDUR ORNAMENTAL ALUMINUM FENCING OR APPROVED EQUAL. O S S �� . 1.22 REMOVE EXISTING ROOF OVERHANG AT NEW AWNING. CUT RAFTERS FLUSH WITH EXTERIOR WALL. REMOVE GUTTER AND �� 24.5 BOMANITE CONCRETE SLAB, RE. MECHANICAL FOR SNOWMELT LOCATIONS.`RE CIVIL FOR VERTICAL CONTROL DIMENSION. REINFORCE 12. EXTERI R AWNIN WILL BE A DEFERRED BMITTAL. DE IGN BUILD BY GENERAL _ - DOWNSPOUT. O G SU S WITH 6x6 W2.1xW2.1 W.W.F. CENTERED IN THE SLAB. � NTRA T R. DEFERRED BMITTAL WILL IN L DE AWIN STR T RAL F NDATI N DE I N • • � ' CO C O SU C U G UC U , OU O S G 25.WAIT STATION. KITCHEN SUPPLIER TOPROVIDE STAINLESS WAIT STATION. 25A.WAIT STATION. TO HAVE BEVERAGE DISPENSER, STAINLESS 1.23 REMOVE EXISTING WALL AS REQUIRED TO INSTALL NEW PLUMBING.PROVIDE PENETRATION THROUGH FLOORSFOR PLUMBING � AND CIVIL FLAT WORK. _ STEEL COUNTERTOP, CLEAN SHELF AND DIRTY SHELF. 25B DRY WAIT STATION TO HAVE STAINLESS STEEL COUNTERTOP, CLEAN SHELF AND AS REQUIRED. PATCH AND REPAIR EXISTING WALL. DIRTY HELF: S 1.24 REMOVE AND REPAIR EXISTING CEILING FOR NEW PLUMBING. RE: MECH/KITCHEN _ 13. EXISTING WOOD SCREEN WALL AROUND MECHANICAL RQOF TOP UNITS TO BE PAINTED TO 26.CUSTOM RAW BAR ICE DISPLAY BUILT INTO CU OR ABIN . ABINET TO BE SIMILAR TO DISPLAY UNIT ASNOTED IN KEY NOTE . MATCH ADJACENT EXTERIOR WALL: E 1.25 REMOVE STONE SILL FROM WINDOWS 0 . �� 1.26 EXISTING FLOORING TO REMAIN PROTECT FROM DAMAGE DURING CONSTRUCTION. CLEAN, REPAIR OR REFINISH AS 7.BA WAIT S ATION. CM G ANITE T P ON 3/4 MARINE PLYWOOD ON 2 X 2 TUBE STEEL SHE F SUP ORTS 2 � � 28.6" METAL STUDS @ 16" O.C. 1/2" PARTICLE BOARD ALL SIDES . FINISH WITH FAUX METALLIC FINISH NECESSARY. .� � 2 .EXI TIN WIND W T BE BLA KED T WITH WIND W FILM PRI R T F RRIN BEIN INSTALLED. 1.27 EXISTING DOOR TO REMAIN PROTECT FROM DAMAGE DURING CONSTRUCTION. CLEAN REPAIR OR REFINISH AS NECESSARY. y- 9 S G O O C OU O O O U G G , , � Q 30.iNFILL XPOSED FLOOR WI H ADJACE T SA�VA ED STONE TIL 1.28 EXISTING STAIR TO REMAIN � M E AB. RE� IV L � 1.30 EXISTING EXTERIOR DRAINS TO BE MODIFIED FOR NEW CONCR TE SL . C I z I� 1.31 EXISTING F�OOR DRAINS TO BE CLEANED AND MODIFIED FOR NEW KITCHEN LAYOUT. RE: MECH AND KITCHEN. � � ,-- � � _ � � r , T V M � W �. , ^, ' i O 22 , - VISION PANELS D U NEW BLACK CANVAS AWNING � � 22 � - ; � .� � Level2 _ _ _ _ _ _ _ _ _ _ Level2 � - - - - - - - - - 112'-0"� 112'-0", � \ 23 - � � / 22 . 23 W . ., „ . . . � - - - -. - - - ., . � � . . . ' „ _, , • , ..� , � • ' ' � _ . . ' � � ' . . . . . , . . ' ': ., y . .. . . , . . . .• . . , . . - . ,. .: . : - • � • � ' � �� - VISIONPANE� IN ROLL DOWN '- . • - � ,� � .� � , . 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NYX GLASS AND WHITE OAK CABINET WITH 2 DRAWERS 2 DOORS OPEN CUBBIES AND INTEGR G G O �. A5.0 A5A �S SS S � > > > > � - ELECTRICAL & DATA FLOOR BOX FOR INTEGRATED P.O.S. SYSTEM AND PHONE CONNECTION. COORDINATE OUTLET LOCATION WITH POS � ENT ' _. 2 �.7� �� 3. N T US vwc� wA�� „ „ „ UBE STEEL COLUMNS SUPPORT ON EXISTING MASONRY WALL. RE: STRUCTURAL ( ) , covERiNG �� X IN TEEL L . CT C TI N _ 0 � 5. EIS GS CO 2 : � i , T X METAL FI IS �� 6. WOOD COLUMN WR P. W AP WITH 1/ PARTI AL B ARD, PA NT WI A I . . R�CNI1ECtU�E � �� 7. STONE VENEER (FL ING OR UA UR T ST E (NO ST USA.COM) VENEER WALL CLADDING PANELS ON s oo ' � � � � EXISTING WALL. INSTALL PER M AC ER COMME ATIONS O EXI G SONRY SUBSURFACE WALL. EXISTING FIREBOX, FLUE TO 3003 Larimer Street O � 2 � � �� REMAIN. USE INTERLOCKING FINGER JOINT CORNERPANELS ON ALL OUTSIDE CORNERS. FIRE PLACE TO HAVE 3 CM GRANITE HEARTH (ST1) � as., „ , „ , „ Denver, CO 80205 � � �� o WITH 4 FRONT FACE DIMENSION X 8-0 L. TOP OF HEARTH TO BE 1 -1 A.F.F. � , o . „ „ , „ , „ , „ , „ hone 303.861.5704 � � � � - 26 . PEN KITCHEN DISPLAY UNIT. 2 x 2 TUBE STEEL SUPPORT 3-0 WIDE x 1 -6 HIGH x 1 -6 DEEP MODULE . FLOOR TO 8-2 . INFILL SHELVING P OPEN H O � � � � , . O -'� �� \ BELOW 44 WITH 1/2 THICK SOLID SURFACE, BACKED WITH 21/2 METAL STUDS �« 1 -6 . 1/2 N.C. PLYWOOD, FRP (KITCHEN SIDE). SOLID � � Q� _ AL L R: IV RY WHITE S29 a ; SURFACE WITH LG HAUSYS, COMMERCIAL HI MACS CLASSIC MATERI ,CO O O � � � _ BRI A � � 9. BUILT W BOOTH OR BANQUETTE WITH I C NT LIGHTING. SEAT TO BE LEATHER & BACK TO BE EITHER LEATHER OR FA C ( S B1 TILE BASE O � ) 11 _ D E S I G N A T E D I N F I N I S H S C H E D U L E) W I 1/ " H I T E O A C A P & E N D S. B A S E T O B E W H I T E O A K P L Y W O O D V E N E E R, S T A I N E D T O M A T C H � � � , - .. DESIGNER S SAMPLE. z � � �� 't-- 10.WOOD ACCENT WALLS WD1: BASED ON TERR MAI RECLAIMED, SURFACED WHITE OAK RANDOM PLANK SIZE. STAGGERED BOARDS TO � � � �� : CREATE VARIED SURFACE TEXTURE. HIDDEN FASTENERS FOR CLEAN FINISH APPEARANCE. _ " _ �evel 1 v 11.WOOD KNEEWALLS WD1: BASED ON TERRA MAIL RECLAIMED WOOD VENEER, ON 3 5/8" 20 GAG S U 1 " C TE _ ioo�-o° ' AMPL . BAR NL . BOO H S DE 1/ " WHIT _ OAK QUIRK MITTERED EDGE TOP CAP AND END CAPS. STAINED TO MATCH DESIGNER S S ( O 2 LYW D � OAK P 00 , „ , „ �� 12.DOOR INFILL- PROVIDE 2-0 x 7-0 FIXED INSULATED WOOD GLAZING UNIT TO MATCH EXISTING . I 6 20 E METAL STUDS 16" O.0 5/8" TYPE 'X' EXTERIOR SHEATHING BUILDING WRAP, 1X WOOD TRIM (TO MATCH EXTERIOR) 6" BATT INSULATION, VAPOR BARRIER, C� , 5/8"TYPE 'X' GYP BOARD. PAINT. _ KITCHEN SERVICE „ - 13.1 '/2 O.C. STEE RAW STEEL WITH CLEAR COAT SEALER. RAW STEEL BRACKETS TO MATCH. PROVIDE SHEET METAL BLOCKING. 10 sis°_�'-o�� T WAL MILLE 2" x 4 INISH WHITE OAK VERTICAL FRAMING MEMBERS 16" O.C. WITH MILLED 1" X 1" WHITE OAK SLATS. STAINED 14.ACCEN C� � 2� � I rvEw wiNOOw TO MATCH DE GN 3 „ � 15.FRONT BAR. 3cm RANITE TOP (ST1 ON FINISH SCHEDULE) ITH ANTIQUED FINISH AND ED ETAIL ON 2 YERS OF /4 MARINE PLYWOOD. BAR WALL: BAR FACE TO BE PLASTIC LAMINATE PL E L E AL ALS ' GA ' -T D 6' .C. 1 +, u X � 4 . . . E P YWOOD B SIDES. FRP PANELS FRP2 ON FINIS SCHEDU E) FLOOR TO RANITE OP (INSIDE B , „ �� 2 TUBE STEEL FOOT EST, N R O ACE F AR WI H 1/2 DIA TER R D AN 1/4 STE L BAS PLAT . � _ (VWC1)WALL ` � 1 .WI FR . FURR- EXISTI I ED, ' L ' 2" OAK \ COVERING AME- . . _ �� EL IDE 2 WITH GLASS SHELVES. PROVIDE 1/2° 17.BACK BAR LIQUOR DISPLAY. 3/8 CLEAR TEMPERED GLASS DISPLAY CABINET. GLASS PAN S SO �. T N . - TAW 12 WHITE OAK PLYWOOD CAP & BASE FOR LIGH I G S . O , �� 1 8.B A C K B A R C O U N T E R T O P. P L A S T I C L A M I N A T E (P L 1 O N F I N I S H S C H E D U L E) C O UNTERT OP ON 3/4"MARINE PLYWOOD WITH 1 1/2" GRANITE � �81�Ti�E gASE EDGE. SUPPORT WITH 2 LAYERS 1/2" WHITE OAK PLYWOOD LEGS. AND SINGLE 1/2" WHITE OAK PLYWOOD COUNTER BACK. STAIN. I ` . �� ,� IE 4'- ° / ° TYPE 1 X � _ u � 19.GYPBOARD SOFFIT. 2 1/2 METAL STUD � 24 O.C. SUSPENDED FROM EXISTING STRUCTURE WITH WIRE T S C�« 0 O.C., 5 8 ,� , ,� � j � _--,� ��. ,� i ;± , ,, � CYPRnARD PAINT � . \ t , �� i � _.__ 4 ,i _ ��'' i ' I� �I� ( i � ' i r " . n n n n n n : � � i � � !! � � � � � , � ��, � 20.6 RAISED PLATFORMFOR BOOTHS. 2 x 6- 16 O.C. WITH 2 x 6 RIM JOIST. 3/4 MARINE PLYWOOD NON-CO , P I . � I � , ( � � ,� ,I ,, � @ , � ;� , ;,,�' � � � I , � � �� . I � � � � i � I � I I ;' �, ; ;�, _ I I Ii � ' ! + � � � � 21. NCRETE PATIO EXTENSION: PROVIDE CONCRETE RETAINING WALL 5 THICK BOMANITE CONCRETE SLA . SECURE RAILING T CONCRETE , .. � �� , � � � CO � � , I? ,, � � � �� , I � �. � ,i --�,� ( ,� I �,� � 1 � � q i �f 't � i I�ii �(�� ?rt � � i� � � is I ; , �, �� , ��,�1�� , ; I ,,� , � , � �� i ,' �� SLAB. RE: LANDSCAPE i � ,�, �, , I' I , � I. i� � , � ` I , � t i ,� ,,; , � I , ,� � , �I 16 � �� O � �� , , iI 4 I I � � �! I I I I� ��I i ;i � � I� 22.TUBE STEEUTRUSS ROOF AWNING SYSTEM, PROVIDE THIGKEN SLAB FOR AWNING POST AND 5 BOMANITE N E AB. AWNING I � I �, . ,,� � I �II �� i � �� ; ; � � , , , ( �,, � , ,� � V , I ; - I � I ,� I i ( I� � � � E I N B ILD AND M ST BE DESIGNED FOR LOCAL SNOW LOADS. PROVIDE WEATHER PROOF ROLL UP CANVAS WALLS WITH I ; � ; � � ,, , � �. � i � � i __ , �;i SYSTEM TO BE D S G U U � I ,�i � �I -_�,�� ( !! -=.� , i� ��I �E._.��I , � ;; �,� , ,, �� i �I ' ;, I� � , ,, � I� . '�, � �� , � � ,� �� i , I, � 1� ��.�, . , � ; � I� . , � � ;�, , : �;';: ', ,'; , �1 � , �; �; ; '� � �� ;,; �, � � �� '" ; � i;�� CLEAR PLASTIC VISION PANELS AND CANVAS ROOF. ! ,l �n ��. � ,�, ,I� , t � , ,i � � I,� i �� ! �I: I ,� , ,t I. � , � ,I � � � ��., , ,, �, � 9 I I, , �i ; I � , �� ; i i,� ,i � i, I��I ,, � � I Level 1 � �� i I : ��i !� , �� I I�� , � �� I� �, ,I-. , +� I �:, I! I� � �� -, � ° H X " L PREFINI HED ALUMINUM EXTERIOR LANDSCAPE FENCE SYSTEM WITH 3-0 WIDE GATES AS INDICATED. ALUMINUM _ � ioo -0 23.PORTABLE (42 60 ) S FENCE BY EVERDUR ORNAMENTAL ALUMINUM FENCING OR APPROVED EQUAL.' �� E IVIL F R VERTICAL CONTROL DIMENSION. REINFORCE 24.5 BOMANITE CONCRETE SLAB, RE. MECHANICAL FOR SNOWMELT LOCATIONS. R C O WITH x -W2.1xW2.1 W.W.F. CENTERED W THE SLAB. 66 • AIT TATI N. 2 A.WAIT TATION: TO HAVE BEVERAGE DISPENSER STAINLESS 25.WAIT STATION. KITCHEN SUPPLIER TO PROVIDE STAINLESS W S O 5 S , � HELF AND DIRTY HELF. 25B- DRY WAIT STATION TO HAVE STAINLESS STEEL COUNTERTOP CLEAN SHELF AND LO U N G E STEEL COUNTERTOP, CLEAN S S , � 9 _ DIRTY SHELF. „ , „ � 3is =1-0 2 . T M RAW BAR ICE DISPLAY BUILT INTO CU OR ABI . ABINET TO BE SIMILAR TO DISPLAY UNIT AS NOTED IN KEY NOTE � 6 CUS O E. 7.BA WAIT S ATION: CM G ANITE T P ON 3/4° MARINE PLYWOOD ON 2' X 2'TUBE STEEL SHE F SUP ORTS 2 28.6" METAL STUDS � 16° O.C. 1/2" PARTICLE BOARD (AL� SIDES). FINISH WITH FAUX METALLIC FINISH ' 29.EXISTING WINDOW TO BE BLACKED OUT WITH WINDOW FILM PRIOR TO FURRING BEING INSTALLED. 10 >> � E T ALVA ED T NE TIL � As.2 30.iNFILL XPOSED FLOOR WI H ADJAC S S O ,, A5.0 .� .,.�..�.F . L & _ � 0 - - � �-- - - - - � � 19 . • 19 .I 1 1 �z � �" � / : : ; ( � � LIGHT FIXTURE � � � � < _ I I I ; RE: ELEC. DWG Q� (Q � ; 1 I 1 , � r , �- • ��` ' ' � � � , '„� v � ; � LIGHT FIXTURES, � RE: ELEC DWG � � � o � 7 7 10 10 10 �i � . . ; � � � � L O � � , � � � LIGHT FIXTURES, 0 U �' 1 ::. .,=" 1 1 1 1 RE: ELEC DWGS 16 - 16 21 A5.2 ' A5.2 � � � I - ' 1 I � 1 , ' Q ., _- , ------- � ' �' - -' }, = � � � � � � � ' � : � � , . x_: ' �, , � (n ALL BOOTH WALLS , ' --� � � � � � � , � � � � ` I � � �-^' ( ' " , �� i ALL BOOTH L � � TO HAVE PAINTED i � .,'_- ::. ; � 1 I .._ , � . � � ,,_; •..,: _..._._ � � ! ' I - � I " I TO HAVE PAI TE _.__ � W i ' � � � I � ; METAL(MTL5) I � <; _, , , ' �' � ' �.; I I I i ; , � � I METAL(MTL REVEAL AT EXTENT � � � � � � � � ;. <.: I � I � � � � 1 � � I I �_ � ._,- : . I ' � ; � �� I � , _.....-- REVEAL AT TE OF TABLE EDGES � � � � � , �, . . � � I � I I + � � � I ; 1 --, ��I�� I , . I I I I' � - �' ; � � �. I �; � OF TABLE E ES J � ,- � , � � � � � _ �� -I . � � . , , � �� . � 1 1 � � , .. - _...----t '- � I-- -. I' ,' i ` . 9 - � _ I-.�I� ,I -9 �° 1i � j �_`_�_ ,�: . . : I 1 1 Level 1 '� �, � 1 1 T' _ � __ � -� 9 1, I -_--T- 100�-o , ; , (B4) ,� �: � ,I � � ; _I Level 1 �, � � � - 100'-0" � � � ' 21 + - - - - ! `- - - - - -• � � A5.2 � 21 20 20 = , DINING ROOM 4 g „ . „ A5.2 DINING ROOM 3 LL 3l8 = 1 -0 � � ,3l - 1'- " , � 19 : � � � � J t-' r- '_' '_' � � 19 � ` _ I I � ° � � .= O _ I , �r' ;� �r �� r . � e � \ i� ii ;! i, II LIGHT FIXTURE } ---- � -.- � �; / (� ij ; ,; � RE: ELEC. DWG � " � I „ _ ,; ' j ; 1 O " �: \ � ,; i, !� „ � O :,; � i) ij (i ii �! 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N0. 511040.00 � , � i W DINING R�OM 2 DRAWN: Author � .� 6 CHECKED: Checker � � 3,8��- ,�-o�� DINING ROOM 1 RECEPTION ( °' 5 4 APPROVED: Approver IJ 11 4 3/8"= 1'-0" 3/8"= 1'-0" , o, DATE: June 06, 2011 ! � A5.2 A5.2 r REVISIONS � 1 BUILDING DEPT. /01/2011 1 .r ;. , c ca „ ' c�u 6'-0" 2 2 FOR 07/11J2011 a`�i ° ::{-- .. 'j i U � ' >. � ��Q7� � ' I ! CONSTRUCTION � �� Q<- � � 3 08/04/2011 3 Q� � Q1=� � � �-�i. � I � � ; �fi � �� ,-� � w �_ � _ �'' � 0 OZ ARCHITECTURE � � � � i � � �,-'�-� � I,, I ' o � �-� � j�� _:1� �1� Q� � ' / m � Q7�C� Q� ,�b ��.� � � ' �°o \ / �.� L� �� '; ( i � � � �� I � � � � \ / � � �� WILDFLOWER � RENOVATION -THE ° �� . ,� � Q',� ��?� ,� � LODGEATVAIL , ;� OPEN 26 a ��-C`7� ��(_!� ! � , 1 : . . N . . . . . . . .. . . . . . . �� . � � � . � .. . . . . . . � . . . . � . � ._ O � ISSUED FOR: � � i � `�-'�� ?�� j � REFERENCE � � � � � I _.._....._.._ � � � �� - V � �r� � .. � . . ��I. . . � . � = � L`l -�i, � ; I I > � � � � . � � � ,- ( I SHEET TITLE. � 1� � � � � .- � � � � � : � ,� �r _�, ; � ENTRY, RECEPTION, � � � � �", . � -�-� , � i DINWG ROOM & � � i , � _ Level i� ; � , 100'e�0" � LOUNGE _ Level 1, 100 0 100'-0" SCALE: As indicated' 2 � SHEET NUMBER ¢ � � '�� R � C�� ENTRY 2 �o�� _ r W I N E STO RAG E �� r 2 � 3 ENTRY � � �- �7 -�� 3/8"=1'-0" 3/8"=1'-0" ��. r 1 . �0 3/8�,_1,.�� y� ��, N � 4 � ��de. �� YN T . KE E a � � O _ .� . S i _ :: � ... ._ .� ., r T_ s ._�� . . m . ._ 0 . .,_ _ - , . � � , _ . .. � � : �. . u. , _ � : _: ;. . . � . _ . �.:r .. . � . : _ . . . � . � � . . . . . . . . . . . 4 ;J.,r - "i: i:�� : ..�.. . . � � . . . . . . . .: ` ,.�: . : ,t':.� " �_ : ,��. . ',:�.:'..-. . . .. . . . . . . . . . . . . . � . . , •:'- :.,.•.. x'6....,.. � .-�:. .. . .; ....i . . �� . . . . . . . . . . . � ... .,. '-..,.... ,��. :: ,. .. . . . . .� .v�.i.::�.. . .� _:, ,. n.� . . =. �� • T P LI HED ED E LA LIDIN D R A E RIE BY DORMA. MANET - : � : , :. LA WALL ENTRY FEAT RE. 1 2 LEAR TEMPERED LA WI H . G 00 CC SSO S .: �., .;- ... .� 1. G SS U / C G SS O S G G SS S . �, . .. T ,.. �.. ., _ . _._ � ___ . ... . , , ,,. s.w: .., :;., . ,,. : , - _ �. �. . � _ ; , �.' ,. ,: : ..,.-� .: . . � a,. , - � i : ' , �r . � ..,> COMPACT SYSTEM ,.. ,_. ,.�,,. _ . ..,r . ,� ,,., , n V.�,:. � : ,._ .. _.. .�.. ,. T, .. . : : _ .; t, , T ;.., ,� _- 2. HOSTESS STAND. ONYX GLASS AND WHITE OAK CABINET WITH 2-DRAWERS 2-DOORS OPEN CUBBIES AND INTEGRAL LIGHTING. PROVIDE , . ,,_ . ,...>.. , , , , ,,. : ..;, . ; � PAINT P2 ,.�-,.�... _,_G;:_. ,.:, ,., _:�. ,, ,,_.. ... � ) _,_� -� ,,. ' ' �` : LET L ATI N W ITH P :... >> : �,-.- �-a:.�: ELECTRICAL & DATA FLOOR BOX FOR INTEGRATED P.O.S. SYSTEM AND PHONE CONNECTION. COORDINATE OUT OC O OS � _, , , _ ,. �. ,. „ , : . . .,.: ,: . , ENT ?_ , ,,:.. � : _. PAINT P4 _.: - � � ) WALL COVERING _ 2 � ' , � 3. N T US � i I' VWC1 � » � _-- -..�.__ _� _ _. - -- ---- t ) � _ : . UBE STEEL COLUMNS, SUPPORT ON EXISTING MASONRY WALL. RE: STRUCTURAL ._ _ , A�CHIIECTU�E . EXI IN TEEL L . T TI N _ 5 S G S CO C C 2 . , LIGHT FIXTURE"RE: RCP , A5.1 . • � 3003 Larimer Street uGHT FixruRE, RE. RCP 6. WOOD COLUMN WR P. W AP WITH 1/ PARTI AL B ARD, PA NT WIT A X METAL FI IS • R T T E N T A. M VENEER WALL CLADDING PANELS ON 7. STONE VENEER (FL R ING OR UA U S ( O S US CO ) DenVeY CO 80205 _ _ _ � NRY B RFA E WALL. EXI TIN FIREB X FL E T EXISTING WALL. INSTALL PER M AC ER COMME ATIONS O EXI G SO SU SU C S G O , U O _ hone 303.861 .5704 2 REMAIN. USE INTERLOCKING FINGER JOINT CORNER PANELS ON ALL OUTSIDE CORNERS. FIRE PLACE TO HAVE 3 CM GRANITE HEARTH (ST1) P „ ,_ „ ,_ „ WITH 4 FRONT FACE DIMENSION X 8 0 L. TOP OF HEARTH TO BE 1 1 A.F.F. - . „ „ ,_ „ ,_ ,, ,_ „ ,_ „ 8. OPEN KITCHEN DISPLAY UNIT. 2 x 2 TUBE STEEL SUPPORT 3 0 WIDE x 1 6 HIGH x 1 6 DEEP MODULE . FLOOR T0 8 2 . INFILL SHELVING � _ _ � ) E ° IT 2" THI K LID RFA E BA KED WITH 21/2" METAL T D 1'- ". 1/2" N. . PLYWOOD FRP KITCHEN SIDE . SOLID I B LOW 44 W H 1/ C SO SU C , C S U S@ 6 C , ( ) RFA E L A Y MMER IAL HI-MA LA I MATERIAL L R: IV RY WHITE 29 w000 B,asE � SU C WITH G H US S, CO C CS C SS C , CO O O S , „ O �� . B ILT-IN B TH R BAN ETfE WITH 1 NT LIGHTING. SEAT TO BE LEATHER & BACK TO BE EITHER LEATHER OR FABRIC AS , . ��, � � � , � � 9 U 00 O QU C ( � u , � i , i , � , , � , � � � � , � � �„i � , � , , I , I , l � i � , ��I � , i � DESIGNATED IN FINISH SCHEDULE WI 1/ HITE OA CAP & ENDS. BASE TOBE WHITE OAK PLYWOOD VENEER STAINED TO MATCH � I: , � i � I �, I� �i I �� i i � I I Levei 1 � _ I� � Level 1 _ � � ( � � ( , , � � - i i � -�;,-� � i -� i� , - 1- � - i � _-� , � � h i � '� +� � � i 100 -0 I i' ; I 100' 0 2 , � �� DESIGNER S SAMPLE: � , , , (_,�� 1�, �G� ,I� I�I � 1 � � �i � � � ; � , ��) - � � � ; a ; - 10.WOOD ACCENT WALLS WD1: BASED ON TERR MAI RECLAIMED, SURFACED WHITE OAK RANDOM PLANK SIZE. STAGGERED BOARDS TO j I - , ';� , 1 � I ,I u � � ,� � , �I �I � I � CREATE VARIED SURFACE TEXTURE. HIDDEN FASTENERS FOR CLEAN FINISH APPEARANCE: , � , 1 � , � � � � ; ; � I I ,� �� i ; �I� � '�� IVI ' ' I � � �� ,, , � � � � , ; ,i � M 11.WOOD KNEEWALLS WD1 : BASED ON TERRA MAIL RECLAIMED WOOD VENEER, ON 3 5/8 20 GAG S U 1 TE , „ OAK QUIRK MITTERED EDGE TOP CAP AND END CAPS. STAINED TO MATCH DESIGNER S SAMPL . (BAR I ONL . BOO H S DE 1/ WHIT OAK PLYWOOD 0 ATRIUM DINING 2 ATRIUM DINING 1 _ ,_ „ ,_ ;, ,. 12.DOOR INFILL PROVIDE 2 0 x 7 0 FIXED INSULATED WOOD GLAZING UNIT TO MATCH EXISTING . I 6 20 E METAL STUDS 10 9 ,, „ , , „ sis°=r-o° sis°=i�-o^ C� 16 O.C., 5/8 TYPE X EXTERIOR SHEATHING BUILDING WRAP, 1X WOOD TRIM (TO MATCH EXTERIOR) 6 BATT INSULATION, VAPOR BARRIER, ' 5/8" TYPE 'X' GYP BOARD. PAINT. 13.1 1/z" O.C. STEE RAW STEEL WITH CLEAR COAT SEALER. RAW STEEL BRACKETS TO MATCH. PROVIDE SHEET METAL BLOCKING. �. �� __ _ __ _ .___,_..____�_-� �� . :_ _ -_.,�m _ � _�__ ___.�_ � �_� ,�� _ _. _.�_� _ . :_ _ ___.�� ,. _. K LAT . TAINED _ .� �,_�_ � � n__ � � ._..��. � ��_ � � , .�..�.._ . �.___ �,.�Y._�..� ��,, A_. .� �_..�_ .� 14.ACCENT WAL MILLE 2 x 4 INISH WHITE OAK VERTIGAL FRAMING MEMBERS �a 16 O.C. WITH MILLED 1 X 1 WHITE OA S S S _ � TO MATCH DE GN , _ _ � s " : :: . :: 15:FRONT BAR. 3cm RANITE TOP ST1 ON FINISH SCHEDULE ITH ANTIQUED FINISH AND ED ETAIL ON 2 YERS OF /4 MARINE PLYWOOD. : � ) �� _. � ,... .. � � I BAR WALL. BAR FACE TO BE PLASTIC LAMINATE PL E L E AL ALS ' GA T D 6' .C. , ; _ ,.V ,, .,- ; �;: I 4 . . . ' " E P YWOOD B SIDES. FRP PANELS FRP2 ON FINIS SCHEDU E) FLOOR TO RANITE OP (INSIDE B , " X . ::.: �� ,� „ 2 1 2 TUBE STEEL FOO EST, N R O ACE F AR WI H 1/2 DIA TER R D AN 1/4 STE L BAS PLAT . � 1 .WI FR . FURR- EXISTI I ED, ' L W ' 2" OAK I AME- . ' � 17.BACK BAR LIQUOR DISPLAY: 3/8" GLEAR TEMPERED GLASS DISPLAY CABINET. GLASS PANEL SIDES (2) WITH GLASS SHELVES. PROVIDE 1/2° � I WHITE OAK PLYWOOD CAP & BASE FOR LIGHTING. - STAW � � �� 18.BACK BAR COUNTERTOP. PLASTIC LAMINATE (PL1 ON FINISH SCHEDULE) COUNTERTOP ON 3/4 MARINE PLYWOOD WITH 1 1/2 GRANITE 14 6 1 EDGE. SUPPORT WITH 2 LAYERS 1/2° WHITE OAK PLYWOOD LEGS_ AND SINGLE 1/2° WNITE OAK PLYWOOD COUNTER BACK_ STAIN_ : � 19.GYPBOARD SOFFIT: 2 1/2_ METAL STUD c@ 24" O.C. SUSPENDED FROM EXISTING STRUCTURE WITH WIRE TIES �a 4'-0" O.C., 5/8° TYPE 1X 3 a5.� GYPBOARD. PAINT. 2 � 20.6"RAISED PLATFORM FOR BOOTHS: 2°x 6° � 16" O.C-, WITH 2" x 6° RIM JOIST. 3/4" MARINE PLYV1100D (NON-CO , P I : �_� _ _ _� _ _.�.. �..__ ---- _- --_ _- __ ___ _ - ----- -- -_ ___ �_ . - _.. . , �� N E � �� 21.CONCRETE PATIO EXTENSION. PROVIDE CONCRETE RETAINING WALL 5 THICK BOMANITE CONCRETE SLA . SECURE RAILING T CO CR TE � : �...._� � 1 / / � � • , � SLAB.RE. LANDSCAPE ; / . �-- 1 � � , �--, � 1 � �J � , � _ „ -' f ' ' � I I , ' , , � -; `i- � ' I 22.T BE TEEVTR R F AWNING Y TEM PROVIDE THICKEN SLAB FORAWNING POST AND B MANITE N E B: AWNING I I � � > ? �- � , � i � � U S USS 00 S S , 5 O ; � , , , ALL BOOTH WALLS _ � , +�I I , V � � �, i � �ao LL- W � , ; ! � , SYSTEM TO BE DESIGN BUILD AND MUST BE DESIGNED FOR LOCAL SNOW LOADS. PROVIDE WEATHER PROOF RO UP CANVAS WALLS ITH � � I Z I I � , - � �M CLEAR PLASTIC VISION PANELS AND CANVAS ROOF. METAL MTL5 TED , ' �, , ( ) � � � � � ,� „ , ., REVEA�aT ExTENr „ � � 23.PORTABLE (42 H X 60 L) PREFINISHED ALUMINUM EXTERIOR LANDSCAPE FENCE SYSTEM WITH 3-0 WIDE GATES AS INDICATED. ALUMINUM � 4 , . ; ' �� i j } ( I I oFrAB�E EoGES , + ,� �'; , I FENCE BY EVERDUR ORNAMENTAL ALUMINUM FENCING OR APPROVED EQUAL. � � � :� � , � I �� 1 , � � I , i I I Level i, � �� . � - 100�._a a► 24.5 BOMANITE CONCRETE SLAB, RE. MECHANICAL FOR SNOWMELT LOCATIONS. RE CIVIL FOR VERTICAL CONTROL DIMENSION. REINFORCE I I WITH x -W2.1xW2.1 W.W:F. ENTERED IN THE LAB. . - - - - 66 C S 9 9 - - � 9 25.WAIT STATION: KITCHEN SUPPLIER TO PROVIDE STAINLESS WAIT STATION. 25A.WAIT STATION: TO HAVE BEVERAGE DISPENSER STAINLESS � � � , STEEL COUNTERTOP, CLEAN SHELF AND DIRTY SHELF. 25B- DRY WAIT STATION TO HAVE STAINLESS STEEL COUNTERTOP, CLEAN SHELF AND DIRTY SHELF. 26.CUSTOM RAW BAR ICE DISPLAY BUILT INTO CU OR ABI . ABINET TO BE SIMILAR TO DISPLAY UNIT AS NOTED JN KEY NOTE CASUAL DINING 2 E. H „ , „ 7.BA WAIT S ATION: CM G ANITE T P ON 3/4" MARINE PLYWOOD ON 2' X 2' TUBE TEEL SHE F SUP ORT 2 sis = 1-0 28.6° METAL STUDS 16° O.C. 1/2" PARTICLE BOARD ALL SIDES . FINISH WITH FAUX METALLIC FINISH � @ � ) _ � � 29.EXISTWG WINDOW TO BE BLACKED OUT WITH WINDOW FILM PRIOR TO FURRING BEING INSTALLED. •� 30.iNFILL XPOSED FLOOR WI H ADJACE T SALVA ED STONE TIL � 0 F_�, , .T � . _ _ _ ,. : , _ ; : ,. : � � � , , . z �- . ;; , . : _ ' ' C� L� � C,� � � W v �- ao LIGHT FIXTURE, � ,� 2 RE: ELEG PLANS � O � � , 44 HIGH COOKS COUNTER AT (�1 U � � CURVE TO BE - V ^ . � - LIGHT FIXTURE, RE. � i STONE (ST1) 8 10 Q ._ , ELEC DRAWINGS O �"r � � � � 10 16 � i 16 10 W \ � � / � � OPEN � � - .. _- '� � � �i _ �� 9 I 9 - - � _ � �.il` I ,� i� '� � � �r� - -� I�� -; , ';..,�z �'r--�,�- ! -r n'' nr � . . . � . . �. � . . � � . � � . , � . �, . �';� �� . . '� � , ii � � . : � i! . _ � . . +�� . . j' �;� 1 .. I I � � �� . �� . I � � . � . � . . � � . ,.I., � (-�i i� 1� � � I s'�1 � . . . . . � . . I ' � i;l� I � � �� i �-, i I � II-\ f � I � � ' � � � � :i� � ,,� � � ��i� PAINTED METAL T _ � � II � ( � 4;' II ��,,1 MTL5 REVEALS 'i I I I � I� i � i � �; �� , ! � � � � � I �'+� ��! r-, 1 � ao � � � � + , � �� / � � + � i � � � � , I , � I . ,,i I ;�� I� I ��i ( ? � N I , , i , 1� �. �� i , i , , � , ., 1 ! f I, � u �i � ' ' �i : „ ', i I I i ; � ( ; ; ' , � '� I� � I� � I��;i� A P R X 3 S P A C W G -�1 I , M I�_===�1, � � , � r-; �- I W . ; i �� - , � � ; HI , , _ � , , � �� 1 ��,y � , ! �� -.� � ' � � � � � , � I � i ' �� i, 1 I i ;;, � � , n � I �� , , I �� - � �� , I) � a i �C�� , I n, I,, � ; L , I , I ! I j � �_�_��_�� . � . .� �� , ,,, � �, : I � � �! � �, r-t , ,,,�,�� , �I � � � � 1 �, � �. {�. � I� , , ; I , , ' ' � ti . r�, �� r �--��; , � , � i �--- ��-��: � i i � I � � (,; I '�!, i � i, � 1� I f �i� i i I ' r f �� I � ,t + i I�--t �il ��1,! i �.;�� . � . . � - . . 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Y _, t L_ _ ` -=__ _ -`--' _ ' '---�-- --' ' _; __ �_- - �- -- n , _ _ 100'-0" ^ 100 0 � � KIT H EN H ELVE CASUAL DINING 1 C S S 0 7 6 3/8"= 1'-0" 3/8"= 1'_0" � � m�.. ,,. �...� ,��r� ._. �� rr.�'''� , , .:= 19 SIM %`� � � . , _ : ; .: . � ,. . , , i. .,,. .. � � . �,;�.,. �-,, -,'?'-------- , � ; - , . � , ! _ �`� of C`� �� - _ �� i .._ , � �� - --•� -- � W � p�� ° _ ...._. � � � �. A ., . Z NOD t °�' ,; - t � 14 ?O cn ' r�a �� W �' � � � zWZ ,,� � ` � ,�� a�� ,��,� �� f �� _ m r ;:. , ,; � ; , � � � __ �,�, _---�� --- ��- �{�'( - .T . . � . ' • � � f q- �-� R'-nF . . . . . . . . . . . . 1 � �� }� . . ' . . �� li �� I'�,. i 41 , � . I�� t+ � � � � . � . i i . . . . . 1 ��. � /� ' , i, ��. .. ¢� . � . . ,,� '� I^� '�t `� '.�- `�li �, ��l ,t � ��i t��l� � �Ii � ��y � i i . . . . � . . � . . � . . . � . . , ' t • � �� 1 , . � S 4 � li ,i � �� } l, 1 i j �!��`, V� 1� , �, , } + }�'i `� Ii � ' � ��1' � E 'I ! P �� , . I' �i� 4,� ,� � �! . ,� ,�y. � ��_.. r .'� } '�: � � � � � � i�� E �ji l �' �u� 3 �� 'd �(i '�� '' � � �� '' '�� 1 � � �� 1 � -- -- ' � �.� i ` '` � 1`� ' ; i i , ,. 5 . . � . . . . � �I� �; I Fr � ;! I � li �, �' i- �i �� _P=,.-�-�-,� � ;j . 1 ;i" - L_-.� �1i � . . .�ji . . � � � . . � . � � � . . . � . � ,�„� . . . . . i�-1-,. i�. ��.: L L "'� ,I_I �i.�,,•�i�'"_ I-� 1 .��'�� i� �- . . . ; _ ,� �',-i;�_� _ �, �. �. �. �i' _ ,��--�-?��-----� CENTER PAINTED w i �i i �, , f i��'�'"`l I�7�,� 1 ,�"l�� , � r �, �� ,.� -,n � � u �l . � "�.il ��, ;�r �� i � i 4� (i ,� :� i: �i. i i I� i-!--Ir I�� i s a .�nji;- . . I�,' . . . . . i I, '{.'� , , '-t r. l ��I" f. �.I III��,: �.i�! .�, I u� I �� l;i� I. l��.h .iI I:I! 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N0. 511040.00 i i.; � I ` i��-; I, �� --�,., �;; ,� -��:. -�j-�-�;�i"-�-j f,�--,-,-; _ � REVEAL WITHIN a �r� t----:'��-,�;j�:i �E--�'; �� ---- ('�; ,��-n� � �;;�7,,-� I' i: �- � i � ,�. -r il ABINET . � .. . . . � . I tR i {, II �., 4 t�� ;- I �.._J�� Ii,! �il, '�j' � .�':.- �, I; i�, u ( f i";�� 1 �ii i .;_a��'-t�. + ,!.. ;i�il �� . . . . . . . . UPPER C . . . � .. � I, u�,� &--'�� F� I�� i-=�I� � 11 i � It-�-�I 'i� �, �-� - i( �,i ��I,�,j-'� h- I� . � . . � � . . � � � � . . . ii� , -�!. ��.-i . ��I---'i�-. � . il "F��' � � ''-�I�� F"I� i, N ';--��;--�; UI'-1-1 �P-�7� -� G i: � .. � . � . ��i . . GAPS . . . . 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I I �----- :, ,. - . � � � J � BOARD,PAINT(P3) I I � i .. -- � J "- ' r-- --------- ----------=-- _-- ------- i i 3/4" PARTIGLE BOARD. ` ('U ; ; - -. � ,, � , I ( i i PAWTED TO MATCH ' . . ;' ..:. _ W L � 2 X 6 WHITE OAK I �.,: .., �.. _ .. � ,..:. T Q TOP PLATE(WD3)-STAW d N I I DESIGNER SAMPLE ( ' = � v � :: ' - � ^, � � _ _ 1, �� •.� � ; .-: �; ' ` �,. i O ; _ ,.. _.: . �;, : 2,��„WHITE OAK BAR SOFFIT TO BE AN _ �I'� 0 � - ADD ALTERNATE �./ VERTICAL SUPPORTS STAIN " � � +� �— _ : � 1 X WHITE OAK SLATS `v (/� \ (W D4 STAI N. � � / GOU)NTERSINK ' 1 ' FASTENERS. W _ � _-__ _._--- --- --- _._ � _ _ � T , � 0 . . . . . . . . . . .. . . . . . . . .. . . . � . . � . . � .. . . . . �. . . . � � . . � .. . T � . � � � � � � . . � � � . � . . . . . . . . . . . . � .. � . � . . .. . � . . . � � . . � . � . . . . . �� . � . � � . . . .. . �� . . � . . . . . . .. . � � . . � . . .. .. . . . . . .. . . . . - . . . . . . . . . . . . . � . . . � ' � � � - .. . . . ' . � � � . . ' . � . �. . . � .. . . . . . . . . .. .. . . . � . . . . � . . � ...� . . . � . . . . . . . . . . . . . . . . . .. . . . .. . . . � . . . . . ' . . . . . . . . . � . . � . . . . . . . . �� .. . . . .. . . . . . . . . . � . . . . ..�� .. M __ _�:�� Q ' 2,.x2"TUBE STEEL SHELVING 2 SYSTEM, {MTL4) � � i --__ _------ ---_ ____ --- ----- _ -- --- -__.___ _ __ ______ ------ ___ � E � � � „ „ 3CM GRANITE ON 2 LAYERS 2 X 6 WHITE OAK _ CAP WITH EASED 3/4"MARINE PLYWOOD(STi) EDGE STAIN „ _ 2"X 4" HITE OAK , 1/4 FROSTED TEMPERED CONTINUOUS � 2 UNDERMOUNT GLASS SHELF(TYP) EEL CAP-STAIN W/ � STAINLESS ST 2 EASED EDGE(WD3) — — — - -- — -- -�� -- 1'-2 3/4" 8" DRINK RAIL Q �� -� ��"` �. z� - 4 J �3 _ �� _ ''.. "�� N 2"X�VIIHITE OAK _�-`''.�` - ,� ,`. �- +t� � _ ::�: - VERTICALS 16 4_... :.._.�. . .. s,._.,.� I @ � ' " ,� .� M O.C. (V11D3) � <; ;:� ... . , . -- - - -- ---- --� � 114"QUIRK IN TOP LAYER 1/2"N.C. PLYINOOD ,:-.., � AE� �' 4 i, I ��ti NODp ��a� PLANK I TASK LIGHTING. RE: � _ � � ,, PURSE HOOKS, ( ELEC , I ��. �� r FRP 24"O.C. � r � �, � � . 0 i o {� � ?'a� �j.� �� R gi � � UNUtHGUUN I tF{ I -EQUIP. BY I �� ...., � � ,''� i r PLASTIC LAMINATE, 3/8"PLYWOOD,2,. LIGHT. RE:ELEC � OWNER � ~ '`-��0 �R � � v � RANDOM 1 X WHITE OAK MTL STUDS. ., � 1/4"QUIRK W/TOP -' ', � �� PLANKS, 1/2"N.C. PLYWOOD, � P�ANK r 3 5/8"20 GA. MTL STUD. 3"GRANITE EDGE, a� . @ 16"O.C., (ST1) PL2 ON 1/2"MARINE GRADE i 1 1/2"ALUMINUM c 1/2"N.C. PLYWOOD, � RANDOM 1 X WHITE OAK i� PLYWOOD � � BANQUETTE (WD1), STAIN. � HAND RAIL m � `�, 2 � N M � ��.,�, PROJ. N0. 511040.00 � � 2 � W , DRAWN: Author �"� FRP2 ON 1/2"MARINE GRADE � 1/2"PLYWOOD, P�vw000 ( CHECKED: Checker ,�o _ WHITE OAK(WD1), STAIN. d' t > _, �„X 2,�TUBE � '� 1J4"FROSTED TEMPERED GLASS STEE� FOOT � a, SHELF RAIL , 3 5/8" 18 GAGE MTL STUDS @ 12" � `� I � s ii4° o.c. N : APPROVED: Approver i �oi ' i RANDOMWHITE OAK DATE: June 06, 2011 i � PLANKS, 1/2" N.C. PLYWD., � � � 3 5/8"20 GA. MTL STUDS REVISIONS r BASE, (B1) COVE BASE, (B2) „ ,. T� . � . . . . . . . . . . . . � . . . � . . . . . . . . . . . . . . . . . � ,� '�-," � „ r @ 16 O.G. 1l2 N.C. PLYWD, 1 BUILDING DEPT. 07/01/2011 � c N 8,�TILE(TL3} �:. '_.:'� ' . RANDOMWHITE OAK S � BASE , ,. PLANKS(W D1) � 3/4 PLYWOOD S TILE, (TL2) � 3 5/8" MTL STUD KNEE WALL 2 y : TL1 TILE o0 � (18 GA.)@ 16 O.C. 2 FO 7/11/2011 o� i� (TL1) � CONSTRUCTION TL1 FOR 08/04/2011 N Levell � CO UCTION � Levell Levell � ,___ — — � _ Level 1 � _ 100,_0" � 10��_�,, v 10U -U � � _ — _. _ __. , 100'-0" • `' ':, , - __ ___ _ _ tL __ _ u�_�___.__ _ _ _ _ ._._ __ _ --_ _ _ ---_ _ ____-_ _- _____ - -. _- , � — _ � ; _ _ _ T�� f ��t� � ; :.: . � ' 0 OZ ARCHITECTURE > RE � E �� m , �� ' IA��E � -� o �-2? -c�' ��t : WILDFLOWER �� m � �ys RENOVATION -THE � e lODGE AT VAiL i � ' ISSUED FOR: � . N . . � � � � � . � . . . .� . � . . . . . . � . . � . . . . � . . . . . . . � . . . � . � � . .� REFERENCE LL cC c.� J BASE, {B1) > SHEET TITLE. � . : � CARPET, �cPT�� WALL SECTIONS � ,f: SCALE: 1 1/2" = 1'-0° .� :.�� ....e �,y�,�..�:� ��-�� -�.�..,�.� �.��,.� HEET NUMBER � LL, � . . �. � S a 2 �i � N - WALL ECTION 1 � WALL SECTION 4 WALL SECTION 3 WALL SECTION 2 S � 4 3 2 . � ,= ��_ ,_ ,� 1 1/2"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'_0�� 0 1 1/2 -1 0 N d\ 00 _ . . � . � � . . � . . . . � . . . � . . � � �. � �. . . . � .. . . . . - � . ..�. . . .. _ . . . � . . �. . . . . . . �� - . . . � � . � . . � � � �. .. � � � � . . . � . . � . . . . . . . . . . .. � ... � . � . . . � . . � . � . . . . . . � � . : � . .: � . . . . . � .. . . , . . . . . . � .. . . . . . . . . . . . . � � . .. � . � � � � � . - . � � � . .. - i.�. 11 TUFTED LEATHERETTE(UPN4),ON BATTING � o 0 0 0 0 „ n A5.2 ON 1l2 PLYWOOD,ON 2-112 METAL STUDS AT 24"O.C. WRAP LEATHERETTE AT ALL ; ,s UPSTANDS.PROVIDE LEATHERETTE PANEL � �� _ MOCK-UP FOR APPROVAL PRIOR TO 0 0 0 FABRICATION EXISTING STRUCTURE BRACE TO GYP.BD.SOFFIT.2-112" . I _ / "HAT � EX STING STRUCTURE 8 METAL STUDS @ 24 0 0 0 0 0 � , � HOLD BRACING AWAY FROM THE ANNEL W/ O.C.,5/8 TYPE X GYP TYPE'X' BD.PAINTED,{P3). 1'-p^ � , � PERIMETER OF THE LEATHERETTE ,� �_ �, R 5/8 TYPE X GYPBD, G BD.,PAINT 6 1 6 SUSPEND FROM � 21)2"MTL STUDS 16"O.C. CLOUD SO NOT VISIBLE @ O Q Q (P3) EXISTING STRUCTURE WITH WIRE �� Q T T R 112 PLYWOOD BLOCKING � LIGHT FIXTURE PER ELECTRICAL DRAWINGS MASONRY WALI TIES @ 4'-0"O.C. R R C H I I E C I U I I E O n T 314 N.C.PLYWOOD , E�GE sTA�N 3003 Larimer Street „ , /4 WHITE AK . O O O O O s o Denver, C0 80205 � PLYWOOD(WD5),STAIN r10Y1@ 303.861 .5704 9'-0" PIVOT 3/4"N.C. p � . PLYWOOD �VWC1) ENTRY DOOR HEAD. EDGE,STAW SHIM AS REQUIRED WITH 9'-0" 0 0 „ 6�� DOUBLE ROW OF 3-518 I RDANT W D 2" 3/4"WHITE F RE RETA 00 METAL STUD FRAMING, BL CKING A TUFTED LEATHERETTE UPH4 ON �� AK � � ), 5I8 TYPE X'GYP.BD. 0 RE.RCP BATTING ON 112"PLYWOOD,ON 2112" _ - - PLYWOOD � O � U � �i A.F.F. METAL STUDS AT 24 O.C. WRAP D5),STAIN TUFTED VWCi LEATHERETTE AT ALL UPSTANDS. LEATHERETTE { � PROVIDE LEATHERETTE PANEL ' UPH4,ON BATTING STONE VENEER TEMPERED GLASS DOOR,PROVIDE � �„ MOCK-UP FOR APPROVAL PRIOR TO O O O � O ON 1/2 PLYWOOD, RE:RCP BRUSHED NICKEL AT ALL DOOR PULLS� � � ^ DOUBLE ROW OF FABRICATION HINGES,AND OTHER MISCELLANEOUS DOOR 2 x2 WHITE OAK ON 2-1/2 METAL AF.F. HARDWARE ' TRIM WD2, STUDS AT 24"O.C. , 3-5/8"METAL CORNER CONNECTOR STAI ED J WRAP STUD FHAMING, GLASSICEILING CONCEALED CLOSER LEATHERETTE AT � �� 5/8"TYPE'X'GYP. SHIM AS REQUIRED WITH 2 x2 WHITE OAK MANET COMPACT O O O O � ALL UPSTANDS. BD. FIRE RETARDANT WOOD TRIM,STAINED BY�ORMA TOP RAIL PER DOOR PROVIDE , BLOCKING HARDWARE LEATHERETTE � . O C� Q SPECIFICATIONS PANEL MOCK-UP PIVOTING GLASS DOOR FOR APPROVAL AS SCHEDULED PRIOR TO FABRICATION � � � � Q Q Q 0 0 _ o o _ N �V � CO � CUSTOM WINE CABINET.FABRICATOR T0 ENSURE THE EVO LIGHT IS APPROPRIATE FOR WINE STORAGE USE. INCLUDE O O O i STAINLESS STEEL RACKING. FURNISHED , AND INSTALLED BY WINE TREND. 0 0 0 0 0 0 0 1/2"CLEAR TEMPERED BOTTOM IL PER GLASS,�GL2) DOOR HAR ARE ' SPECIFICAT S WITH O O O O � KEYED CYLIN R AND SCHLUTER SCHIENE DUST PROOF PER TRANSITION,(MTL2 ) � CARPET CPTi O � � EXISTI '� � TLi PIVOT STONE TIL ` (ST4} 0 0 0 0 0 � . . . . . . . . . . . . . e . � . �a . a . . . . . . . . � � . . . . . � . . . . . . . . .. � � .. . . . .. . . � . . � � � a a . .d . . . . ° . d �. � ,�.. � d.. �� . . . . � . � � . � .. . . . ° � e� a e d . � � � � � � � . � � � . .. . . . . .. . . . . . . . . . . . . � � . . . . . �.. , . . . . . . . . . � . � .� d . a . . e��e a�. � . . � d . a� d. . . . . , . � � ee . d� . .�d � . . . � . . . . . � � . . , . . . . . . . . � n � . G . . . . . . . . . � � . . . . . . . . . . � . . � � . .. . � . � . . . . . � . . . d . � . .<� ° � a . � . � < � . . . � � e° . . � . � . . . . .. . � . . �e . a a .. � . � .. � . � � � . . . � � . � � . � . . � . . . . . . . . . . . . . . � . e . . e: . �d . . . . . nd� w . . � � . .. a � � ��a e � a . . . . . . . . . . . . � . ' d ^ .. . . . . . . . . . . . � � .. . . . . �� . � . e . .' . . . .< _ �d . . � . � �� . �� . . �° . . . � . . . . . . . . . . . . . . . . . � . � . � � . . . . . . . . . . . . . . . . . . . . .. . . . � . . . � . . . . . . .. � , . . .� � . � � � � . . � � �� . . . . . � . .. . � . . . . . . . .° . n e :. .. �. . . . .. . . . .. � .. . . � . . . . . . . . . .. . . . . , . . . .. . . � . . . . . . . . .. . . . . .. � .. — � . . 0 0 0 0 � . � . . �.r� . . � � b . y t _... 3 �� . �_ � = : . ,F, t n. z ._. � , r : , E ; � . � : . : x ,: : DiNING ARCH HOSTESS WALL � �� ; . , E z . .�� 4 34 � 1 1/2"= 1'-0" 1 1/2"= 1"-0" ` " ; :: ., , ' . 1 1/2"=1'-0" a � � _ _ _ _ _ _ - _, - � � , ._ $ � � � . 1-- o i i BRACE TO STRUCTURE � i � EXISTING DUCTWORK, : � i z � , EXISTING GYPSUM' i i FIELD VERIFY DIMENSION N L� BOARD CEILING TO i � i � � � TUFTED LEATHERETTE REMAIN,PAINT(P3) i i (UP4),ON BATTING ON 1/2" � i � � W � T PLYWOOD ON 2112"METAL VWC1 � i ]18 HAT � � � i CHANNEL W/5/8 VWCi STUDS AT 24 O.C. WRAP i � i o TYPE'X'GYP. � LEATHERETTE AT ALL , i �� -' BD PAINT{P3) � O UPSTANDS. PROVIDE 9 i i s '� � LEATHER PANEL MOCK-UP z i i O _ i � FOR APPROVAL PRIOR T0 � � i s�, 6� � �, FABRICATION. ;� i � � i � . . . . . . . .. . . . . . . . . . . � . . . . . . . . . � .. � . � .. . . . . � . . . . � . . . . . � . . . . � � r . . I . . . . . . . . : . � . � .. . .�� }r ..� . . . . . . � � . . . . . . . . . .. . . . � . � . . . � . . . . . . . . . . . . � � _ _ _ _ _ _ — —� . . . . � . . .. . � . . �... � .. � � � e • �� . . . . . . . . . . . . . ♦^ .� . � . � . .. . . . . . � . . .. . . . . . . . . � . . .. . . . .. � . . � .. . � . . . . . � . . . . . . . . . . . .. . . . . . � . � � . �. � . . . . . . . . V/ .. . N : W c� > MOCKUP SCREEN ASSEMBLY FOR MOCKUP SCREEN ASSEMBLY FOR : APPROVAL PRIOR TO FABRICATION APPROVAL PRIOR TO FABRICATION 'n W 2112"mtl studs 1/2" plywood @14 o.c.5/8" � RE:RCP RE:RCP , , RE;RCP � � . RE.RCP RE.RCP block gYPboard il2 � � AF.F. A.F.F. A.F.F. A.F.F. AF.F. _ _ T c� . c� LIGHT FIXTURE PER ELECTRICAL P PLATE(WD3). TOP PLATE. 2X4 � _ 2 HITE OAK = WHITE OAK{WD3), DRAWINGS. ENSURE ADJUSTABLE SLIDING DOOR MANET cv c� BLE , STAINED. REFLECTOR IS NOT VISI MPA T Y TEM BY INED CO C S S ` COUNTERSINK AND N COUNTERSINK AND DORMA � N C N R CONNECTOR = FILL ALL FASTENING FILL ALL FASTENING iX MDF FASCIA,PAINTED(P3). G ICEILING N DEVICES. N DEVICES. � _ � MAN COMPACT ' lV N BY DO MA � . .�.. � . . � .� . � . . e . .. . . � � � . � . .. e . � . . � . . � . . � . . : . . . . . . . �. . � . � . � . .�. � � .� . .. � - . . � . � � � � � .. � . � � . .. � � . . . .. . �. �� . . � . � � . .� . .. . � . . . � � . . . . . . . .. . . .. . . . . N STUD,(WD3)�X4 � STUD,(WD3),2X4, � COUNTERSINK AND COUNTERSINK AND FILL ALL FASTENING FILL ALL FASTENING � DEVICES. � DEVICES. � � 1"X 1"WHITE OAK 1��X 1"WHITE OAK _ SLATS(WD4)COUNTER SLATS(WD4)COUNTER _ SINK AND FILL ALL = SINK AND FILL ALL <° FASTENING DEVICES. `° FASTENING DEVICES. STAGGER JOINTS. STAGGER JOINTS. (ASSURE 1"Xi"WOOD (ASSURE 1"Xi"WOOD WILL NOT SPLIT OR WILL NOT SPLIT OR T $� , _ CRACK AT FASTENING). _ CRACK AT FASTENING). SKIM COAT OVER <o io EXISTING EXTERIOR WALI. � ,, EXISTING EXTERIOR WALL EXISTING PLASTER '`.,�� FOR NEW WALL COVERING ,•T' �� f-STONE UENEER '`� `,,�� -- WHITE OAK,RANDOM WHITE OAK,RANDOM �ST2 ON E}MASONRY WA�L �' ;�,:,IX � � y NK H LEN TH PLANK WIDTH,LENGTH, � �. , PLA WIDT , G , d � NAE! _ AND THICKNESS. GIVE AND THICKNESS.(WDi) io cfl STAGGER BOARDSAND _ �� NOL�� t �§�, RANGE OF SIZES. ca �� STAGGER BOARDS AND CONCEAL ALL FASTNERS. o � � CONCEAL ALL FASTNERS. PROVIDE SQUARE EDGE �- �� 9 '� PROVIDE SQUARE EDGE AT EncH eoA��.sHiM �-. b � � �, � � - AT EACH BOARD.SHIM PLANKS A5 FiEQUIRED EXISTING CMU WALL - ��`�E C�� FOR VARIED DEPTHS, � �R ,- PLANKS AS REQUIRED STAIN. , ' TO REMAIN 4� ; ¢� FOR VARIED DEPTHS, c��a N N LIGHT FIXTURE PER LIGHT FIXTURE PER ' `�° N N ELECTRICAL DRAWINGS. ELECTRICAL DRAWINGS. � ENSURE FIXTURE IS NOT ENSURE FIXTURE IS NOT, � N N VISIBLE VISIBLE ; PROJ. N0. 511040.00 ; � i� i� 1-i12"x 2"WHITE OAK 1-1/2"x 2"WHITE OAK BOT70M PLATE:2X6 w TRIM,STAW TRIM,STAIN(WD6) 3„ DRAWN: Al1thOC N N WHITE OAK(WD3), '�o STAINED. WHITE OAK BOOTH CAP ' i � _ ;- . CHECKED: Checker N COUNTERSINK AND BEYOND,STAINED. i� N � T T FILL ALL FASTENING o _ �EVicES. APPROVED: Approver '� o� `° ii4°QuiaK DATE: June 06, 2011 o `51$"PLYWOOD ` r REVISIONS � SUBSTRATE I � BANQUETTE SEATING: � 1 BUILDING DEPT. 07/01I2011 � 3-5/8 METAL STUD 2 i � io SEAT&BACK(UPH1) FURRING AT 16"O.C. , 2 FOR 07/11/2011 � a CONSTRUCTION °y 112"CL R TEMPERED R 4/2011 � _ RAISED BOOTH � ( �) CON UCTI , GLASS, W �° 1/2"WHITE OAK �. BEYOND � VENEER -� - YW D TAIN � E T � � � P� oo s . 0 0 OZ ARCHIT C URE 318 TRANSLUCENT � HORIZONTAL BANDS INDUSTRY STANDARD 5" � _ _ _ _ BANQUETfE SEATING: _ �C�l�9 ��1I SEAT AND BACK FABRIC, � � ic (SF3). � 00 , � (UPH3) M �� r' -... .. . _ ,_. , REMOVABLE SEAT O PL f �V� � �, �J i INDUSTRY STANDARD 5 : BANQUETTE SEAT AND BACK � o ;: ;:., F;: .- FABRIC UPH1 � ��. WILDFLOWER �' �ii/2'WHITE4AKVENEER . ,( � D�� e � !�'- RENOVATION -THE o , REMOVABLE SEAT T � . P�YUVOOOSrA�N' d LODGE AT VAIL - �ye. N . . . � � . . - . � � . . . � . . . � . �. . � . . ,. .. , ' . . . . . .. . . . . . . . . . . . . . . . . . . . ... . . �� . . . . . ' . . �, ISSUED FOR: 'u= SHIMSAS REQUIRED. �{� �o � — o „ . ` �.o - REFERENCE a � : �� 5I8 PLYWOOD ^ /, : : �o� 2 ' � `� �--¢ SUBSTRATE,ON 3-518 �Q �, = u�0 20 GAGE METAL STUDS �z CORNER CONNECTOR > N �z „ 1 �Q a� . o¢ @ 16 O.C. GLASS/FLOOR . � BorroM Pu�TE�w�s�. z� z� SHEET TITLE. � N _� cn MANET COMPACT v 2X4 WHITE OAK, REMOVABLE SEAT ' BY�oRMA INTERIOR WALL N STAINED. �, COUNTERSINK AND FILL , BANQUETTE BANQUETTE BASE B1 - T BASE B4 BASE, B4 ,t ) � SECTIONS N �� N = �� RAISED FLOORING � CARPET(CPT1) <o CARP T,(CPTi) TILE,(TL1) SCALE: 1 1/2�� = 1'-Q�� r N PLATFORM AT BOOTH � � RE:P�ANS SHEET NUMBER . . . �¢ . � . � . .. � . . . , c ..a ° .e . . . ° . q .. ° e . . ° . . a . .. .° .e � G . . . . . � � . .. � � . a a . � . . � . . . . ..d � . � . . a . ° �.a. . a . . � d < � . ° . . e e �d. o �. � . ° : � . � e . . ° .. .a . . d .. °.° .a . . . . . . . . d e o . . . a .� a.�. .. . d � �.O � . . . . � �.� . . . .. ,oa. e . 4 . Q � . . � a.� . . . . d . . . .aa . a � . � . . . . ° � . e � � . ae. .. a. d . . � . . . �4 a �� a � � . 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UNIT ' SIDES �,. _ ; _ ,_ . u. � - ,. , , , ., , ,. ,. ._, : ,,.. , :,, ; : ..:. _.: • � — —— �.,;: - — —— - REFERENCE � .:..........:. ,.. .. . . . .. �..,, : :; ,� _ - .. ...,.__. , .,:; . .. ...;:. ....: .� .. . , . .._:,- .... .._...; . . . .. . ....: :....., .. .-:.,..;. . - � � COLUMN WRAP _..:...,. . , - __._ . .. .. �:.:�� . . . .. :,.............� .: ..._:,-;..�. . , . . .. _,...._, . ... �..,....�_. _, , ..,.. . . . . . ., ... .:,..:. , . . . � �_... . . . ...:.� .. . .: � :..:.. . . . �� . . � . . r - . . . � . , . . . _ . - . . . - - - _._ _ . . . . . - - . . . . � " . ' 5/8"DRYWALL ON 2 . . , . ... . ... ._._ . . .... _ , , .,.. . . - �.., - .. . .-. : , „ , . �,, -:: , ; _ ,J . . . � . � . . . . . . . . . . . �; .. . . . . . . � . . , .. �� ,t ,.>� ��. .. - , . . '� . '- . _ __ . . . _. . .`. ; . �. . :.. _. . ., _:: . . . �:: ,_ -- .: _ ' '' ; ,. 3: . > _ � - > `. 1/2"METAL STUDS ' � ' a� �¢ ;,: � =; ' . .'.,: '� � nnN RE�/��E� �� t � -. `. HEET TITLE: � . J ' :� s .,.; -' �W ... _. ,�:: .� : WRAP 5/8"GYP �C3MPLOA�� ,- S V V 1/2"CLEAR TEMPERED : ?. EXISTING ON 2 1/2" / � INTERIOR DETAILS SLIDING GLASS DO�R - , CONCRETE METAL STUDS ��`e � �'�--Z ,� �1 . ; _ COLUMN.SKIM ;_ - , : COAT W ITH e „ , ^ .. PLASTER, PAWT 2 � �y4^ SCA�E: 14S It1dlCa.ted ��d�: �.,.. _,H�_ : Q 2 . -° ,:.; ..: °, 2 SHEET NUMBER �� JAMB DETAIL : � 7 LIGHT DETAIL J A M B D E TA I L J A M B D E TA I L , ,,2��- ,�-o�� 1 � 2 3 = 1 1/2"= 1'-0" ■ Bo N 1 1/2"=1'-0" 1 1/2"= 1'-0" v � _ _._ ,_ _ _. _ _ _ > �� '. � � _ . � i ,� , i i ii � � � i _ � i _ � ii i � _ ii , _ ii FIRE SYSTEM AND ii FAN C�NTR�L CABINET , ii ii M❑UNTED ❑N END ❑F HD❑D ii _ ii ' , — � - - - - -- - - i --- ---�- � . i 3003 Larimer Str et FD � e � 1 � ——-——— - � �— I Denver CO 802 05 � � °l , _ _ � _ _ _ � , 6 � hone . 1: 7 4 � 8 9 P 303 86 5 0 � - � � CASUAL , � DINING ; ,o „ i 0 � � ASHING ( t 111 � L J 3 25 109 � _ � THIS REFRIGERATOR IS RE USED 1 p , , 2 13 �' i FROM EXISTING KITCHEN, I � DINING o _ � 5 00 00 14 I L _ - I i ROOM 4 RISERS � � � 1 15 DN � � i 105 2 �7 �, � ' �FD I � ( _ . � � � 2 REAS t � � � I � I ashin o � 108 9 � � l J I I � 18 ( _ � FD � , I � � _ � � � : . I N I - --- - ------ L— - -- 6 S�DA — SYSTEM PVC TERM SY M PVC 10 ts • TRIUM , � USE 24 SWEEP ELB❑WS �a 24 AB VE B R C ER CEILING, I � ININ � RUN T� EXISTING S�D � �— SEAL AIR TIGHT A T R PYTH❑N --- --- --- --� � _ �� , SYSTEM, RUN UND — -�- a,12/ S LATIDN. . a - ___ _ � cook Iline F�❑OR ❑R AB rr . . I mtenor � � ramp \� � I � CEILING E ,, II �f , � � S❑DA SYSTEM P C � � i � P❑SS �� I _ _ o.� � . � I I �' I � i � ss ss s8 2a 24 SWEEP EL�❑ S �-- ,s -��.------------------ II II � � � UN T❑ EXISTING S YSTEM, RUN I I 1— � ( — — UNDER I I r � � �FD �FD � , I s2 � � ---- ---- --- ---� ❑R ❑R AB❑VE � � � � I t TYP. / LANDING �ING WHERE II I � i EXISTING SSIBLE , �02 o I I �C � ELEVATOR 1 1 � _ — _ i � � � ,6 � - - - - - - 1�' 23 � � I � 1 s2, BAR SEATWG ; 0 � _ �' i i � — _ 8�2 ; 113 �� i i . Q� 0 D ' �c F�AY ❑ � 1 r r BEER C❑❑LER L�CATED ❑N � / / : �_�� s a 1 so L❑WER LEVEL � � 0 0 _ � C❑UNTER AND SN EEZE GUARD / / O LOUNGE . N�T IN KITCHEN C❑NTRACT / % � C��RDINATE WITH KEC F�R 106 � . . . . . . . . . . . . . . . . . . . , � �.� � .� . .. .. .. . . . . . � r . .. . . . PR�PER PROTECTI�N WITH BOH, / 8 PVC FOR BEER SYSTEM PYTH❑N . / / RUN UNDER FL❑ R C� , � ❑R ABOVE CEI�ING, ♦ i • 0 "� USE 24 SWEEP ELB❑WS, / � / � i et � � O / / � e2 / 85 B3 � O � / / / B4 � O � o 0/ ^ � � �i B23 � � \ / server e� / .. _ � � _ _ B — - � ,� . i . � ,6 0 0 0 0 _ 0 � � � ICk U � 14 / P P � � � � BAR � RECEPTION , v Fo - - i i -� -� ■ � � �oa e� BAR � i L J � � O � � o 106 s5 L 114� O 8� / I � �" � � �' � � � — , , ° � � � e„� �: ❑ � s � e9 es , Q a � e2 /� o � I � ei -� > � p o � �L I � � �. I " z �L � i i OUTDOOR TER AT YSTEM PV � � � i � SEATING 4'' ❑VE I FL❑A R, ° ° I � � OBB i , AL `AIR TIG R F H�N � � � r , r i i � 115� ALLATI❑N, . i I v � i i i � � � � I � � COAT ; ; o � 0 V 103 � L � � � � I — 0 .a..� ._ : I � � 0 0 LI..,I ca > 0 0 0 0 0 o I W - J d- o � � ti I � --� ' . I � J � � � B7 1 GLASSWASHER ACCESSORY PERLICK 7057-1 — B7 � I'� I T C H E N E Q U I P M E N T S C H E D U L E B8 1 DISPENSING HEAD, DRAFT BEER, TEE TOWER PERLICK 4006-6B — 88 ITEM E UIPMENT B9 1 BACK BAR COOLER PERLICK BS108S ' � Q ITEM S PROVIDE W/ 3 CASTERS FOR CLEARENCE B9 � NO QTY EQUIPMENT CATEGORY MANUFACTURER MODEL NUMBER REMARKS NO eio � oRiP PaN, ToP MouNTEO PER�iCK 5025 — 810 1 2 SINK, HAND, WAL� MOUNT KROWNE METAL HS-13 — � B11 1 DISPENSING HEAD, WINETOWER PERLICK 4043GD-3B — B11 2 1 PRE-RINSE FAUCET, WALL MOUNT FISHER 2210—WB - 2 B12 ' 1 DRIP PAN, TOP MOUNTED PERLICK 5020 — B12 ' 3 1 DISHTABLE, STRAIGHT, 14 GAUGE ADVANCE TABCO DTC-S30-90LXCUSTOM — 3 B13 1 BACK BAR COOLER PERLICK BS32SS RED WINE DISPENSER PROVIDE W/ 3' CASTERS B13 4 1 2 HP DISPOSER W/ 15" CONE EXISTING RELOACTED VERIFY CONE OR SINK INSTALL DEALER TO PROVIDE BUILT IN CONE OR SINK AS REQUIRED 4 , 814 1 BACK BAR COOLER PERLICK 8S84SS BEER AND WINE COOLER PROVIDE W/ 3 CASTERS B14 5 1 DISHTABLE, SORTING SHELF ADVANCE TABCO DT-6R-12 - 5 B15 2 P.O.S W/ CASH DRAWER TBD TBD - B15 6 1 WAREWASHER, ACCESSORY JACKSON SL23 L-R — g B16 3 P.O.S TERMINAL W/ PRINTER TBD T8D — B16 7 1 WAREWASHER, RACK CONVEYOR JACKSON MSC CREW 66 �R - : � B17 1 DOLLY, DISHRACK CAMBRO CD2020H-110 - 617 8 1 S/S VENT DUCTS 4„ X 16» CUSTOM STAINLESS CUSTOM EXTEND TO 2" AB . OVE FINISHED CEILING WITH S/S TRIM COLLAR 8 B1 g 1 BEER COOLER KOLPA ' " K W1 STANDARD FINISH W/ FLOOR, JNT RAMP, 8 6 HIGH , 818 ° 9 1 DISHTAB�E, STRAIGHT, 14 GAUGE ADVANCE TABCO DTC—S30-60R — 9 B1�J 1 BEVERAGE COOLING SY�TCM, RCMOTC PERLICK 4404 — _ Ei 1 y .. -- _ 10 2 DOLLY, DISHRACK CAMBRO ` CD2020H-131 — �p B20 1 OPEN NUMBER_ — — — B20 '� g 11 2 DOL�Y, DISH ADJUSTABLE W/ COVERS CRES COR 501—D - 11 B21 1 SERVICE COUNTER CUSTOM MILLWORK CUSTOM FURNISHED BY GC 621 12 2 SHELVING, PLASTIC, LOUVERED INTERMETRO INDUSTRIES MQ1842G EACH UNIT (4) TIER W/ 64" UPRIGHTS M081LE �2 g22 1 UNDERBAR ICE CHEST, DROP-IN KROWNE 'METAL D2712-8 SODA GUN FU I RN SHED BY VENDOR B22 13 1 POT RACK, WALL MOUNT ADVANCE TABCO GW-120 — �3 B23 1 UNDERBAR HANDSINK PER�ICK TS12HS — B23 14 2 FAUCET, BACKSPLASH MOUNT FISHER 13269 14 PROJ. N0. 511040.00 15 1 SINK, SCULLERY, 3 COMPARTMENTS CUSTOM STAINLESS TCS1824-14-B36 DRAWN: DG _ 15 16 2 REFRIGERATOR, REACH—IN DELFIELD 6051X�-S ONE EXISTING REFRIGERATOR TO 8E RELOCATED SEE NOTE ON PLAN 16 17 1 OVEN MICROWAVE p CHECKED. DC , ANASONIC NE-1258 — 17 n� APPROVED: OZ 18 2 REFRIGERATOR, PIZZA PREP DELFIELD F18DC68 — 18 GEIVERAL �OTES DATE. J U LY 10, 2011 18.1 1 ICE CREAM DIPPING CABINET, WORKTOP DELFIELD Fl3WC32 PROVIDE OPTIONAL DELFIELD DIPPERWE�� W/ FAUCET 18.1 DINENS�NS SHOWN ARE FOR DESIGN PURPQSES ONLY AN� ARE TO BE CONSI�ERED FROId REVISIONS 19 1 OVEN, SLOW COOK f HO�D ALTO—SHAAM 500—TH-11 �9 FlNis�m waus. nu oi►��a�s av� �usr eE Flao v�iFlm effo�E FlNa� PLANS ARE S�1B�IITiED. 20 1 CIRCULAR STEAM TABLE W POLY CUTTING 80AD CUSTOM STAINLESS CUSTOM HAND SINK ON �+ES�oRnw�NCS a�iN�om ro eE us�o iN coN�uNCPO� w�� E w�i� � RIGHT END W/ SOP AND TOWEL DISPENSER 20 Foons�v�cE EquiPU�r s�EaFlCnno�s as w�ir�aY ca��tan��TC�� P�wN�s 20.1 3 DROP—IN, HOT WELLS APW WYOTT BM-30D UL 20.1 a�o iN cooRniNn�au w�m �tc�i�c�u�/o�aNm�iNC o�nu�NCS as n� N� TO ALL CONiRACTORS INVOLVED IM1H FOODSERVICE EQUIPNENT. 21 1 FREEZER, UNDERCOUNTER, COMPACT DELFIE�D D4532N _ iNOicaTm uEC�a�ica� aECr�icn�n�o P�uueiNC iNFO�Ana� a��oun�rs Hav� — 2� BEEN LOCAIED AS ACCURATELY AS CAN 8E DETERI�INED AND ARE INiENDED TO SUIT 22 1 REFRIGERATOR, REACH-W DE�FIELD 6025XL—S �ouiR��s o�FlxTUR�s a�n EauiPU�r ns s�EaFlm iN mis ca�mncT ; — 22 DOCU�IENT SET. COIdI�ERqAI KITCHEN PLANNERS SHALL NOT BE RESPONSIBLE FOR ANY , 23 1 DROP-IN COLD PAN oiscR�rwaES w�ic� unY o�o� e� �oca�no�s o�co�NECna�s s�ow� a�u c DELFIELD N8156B COUNTER TOP AND BASE CA8INET FURNISHED BY GC 23 0 OZ ARCHITECTURE ' ACiUAL LOCATIONS OF CONNECTIONS OF FlXIURES fURNISHED. _ Z4 _ _ THE KITCHEN EWIPI�ENT CONTRACTOR SHALL 8E RESPONSIBLE FOR ANY DISCREPANqES 1 PASTA COOKER, GAS ANETS GPC 18 24 BEIHIEEN iHE CaNNEC110NS SHOWN HEREIN AND iHOSE REQUIRED FOR 1HE ACIUAL 25 1 FRYER BATTERY P Ecwi��r�u�is�m as a RESU�r o�suesn�uno�s o� a�a�c�s iNma�o eY � , DEE FAT, GAS W/FILTER DEAN SM50GSS—UFF(3) - 25 iHE IqTCHEN EQUIPYENT C�NiRACTOR. 1HE IqTCHEN EQUIP�IENT CONiRACTOR SHALC BE WILDFLOWER RESPON9�E FOR ANY AND ALL RE-ENqNEERED QR REDESIGN COSTS INCURRED 8Y _ 26 1 OVEN, CONVECTION, GAS MONTAGUE R2-85A - 26 SAID SUBS111UTIONS OR piAN(�S. RENOVATION THE 27 1 EXHAUST HOOD W/ MUA GAYLORD TBb RIGHT END FIRE SYSTEM CA8INET W FAN CONTROLS 27 caaNECna�s, �onos a�o ca�su�Pt�o�s s�owri o� unutr co�NECno� �s n� LODGE AT VAIL � FOR ONE UNIT. TO DEIERYINE TOTAL REQUIREMENTS I�ULIIPLY BY NU�IBER IN . ISSUED FOR: 28 2 BROILER OVER-FIRED GAS MONTAGU � � E C36 _ EQUIPMENT SPECIFlCAl10NS. — 28 ��lll �� I� PERMIT SET ALL WALK-N COOIER/fR�ZER AS�IBUES TO I�EET U.S. FLAAIE SPREAD 20 ON _ ��,�� 29 1 BROILER UNDER FIRED GAS RANGE MATCH MONTAGUE co�E un�n�n�n��s�acE oEVaor�ar o�300. . � > > UF—Z4C — 29 - COt�IPt.EiE ASSaIBLY TQ 8E U.L IJSiED. I�EET STANDARO CODE,UNIFORY �11LDING �C��F�LIA�C�aE 30 CODE�R B.O.C.A AS APPLJCABLE FOR FOA61m PLAi1C INSULATE�PANELS. , 1 RANGE, MEDIUM DUTY, GAS MONTAGUE G60-10 30 TE , ^� sC� . INSUUIIED PANELS I�UST HA11E RASIi AND SELF-IGNITION 1E�IPERAIURES OF NO LESS �c��. � G � SHEET TITLE. THAN 0.032 INCH ALUNINU�1 OR CORROSION RESISTANT S1EEL HAVING A BASE METAL 61 2 UNDERBAR LIQUOR DISPLAY PERLICK TS24LS e �.. KITCHEN AND B� THICKNESS NOT IESS THAN 0.0160 INCH AT ANY POINT. IF THE COOLER OF fREEZER ��a UNIT HAS AN AGGREGAiED Fl.00R AREA 1HAT EXCEEDS 400 SQUARE FEET AND IS WIiHIN BAR PLAN B2 2 UNDERBAR SPEED RAIL PERLICK SR—S30 B2 0 ��' — A BUILDIN6, 1HE COOIER OR fR�t ASSEf�IBLY I�UST BE PROiEC1ED BY BUILDING ��(�1�. AUTO�IAi1C SPRINKLER SYSiEhll. . . . E 83 2 UNDERBAR ICE CHEST PERUCK TS301C8 � — B3 , SCALE. As indicated B4 , 1 FROSTER/CHILLER, GLASS/MUG/PLATE PERLICK FR48 PROVIDE W/ 3 CASTERS FOR CLEARENCE UNDER BAR B4 SHEET NUMBER : L v 1 1 - I B5 2 UNDERBAR DRY WASTE PERLICK TSI2TRA - B5 1 e e K TCHEN AND BAR EQUIPMENT PLAN � 1/4"= 1'-0° B6 1 GLASSWASHER PERLICK PKD24B — B6 ■ B7 1 GLASSWASHER ACCESSORY PERLICK 7057-1 - . � _ g7 _ _ _. _ : _ . _ _ _ __ _ ._ . _ __ _ __ _ _ _ _ __ , _ _ ___ _ _ _ � I _ . : ,,:�- ,:,a _ y� , --- ,:> : , , , a � .< :: : ..t,.� �_. ,,.,�..::� - ,,.. ,,:� .� , r, . _. . ,� _�� , ._� _ ,� ;� < � � �:, s � ; � ,- � _ ,, _ ,, , _ „� u .- „ �„� _.. _�, ._r. ,_., :,:� , _ ._ _ . r.. � ._ . r:� � 4 _ _ .. ..�:. _, _ ..._. .. .. . : w _ W. . t _ .. : , :.,. ,. � �_. � _ . _ _ _. , _ _ : . . ._ _ �. � __ _._.. �. _ _. a . . . � ._ ... .� ,.. .. . .. ._. _._ �. ,....... ..._ .. , m, .�_ � . -....._. �......�..... ...,.....:: r.. .,-,..., ,. r_ .. ..T. :'"4 :�_ . . . . , _ . .. . . ..,. _. .». _ ..._' .'.,.....�. .... .. ... ... . ,....... _ ... .. .... _.. _ .�� .,_..:_.,. <-... _ s . � . .... ,.. tc.' -,.5..: r . 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D U L E : _ E L E C T R I C A L E Q U I P M E N T S C H E � � � � �- � z , w wo ELECTRICAL �EGEND �° � �z � z � � -w' � � w � Q �� Q RETRACTABLE CEILING CORD W/ RECPTACLE �W o � _ � � � � J W �'-'-' � w�� QTY EQUIPMENT CATEGORY > t� � ¢ Y = o � z ROUGH-IN HEIGHT AND REMARKS wF= � SING�E PURPOSE RECEPTACLE GENERAL ELECTRICAL NOTES 4 1' DISPOSER, GARBAGE 120 60 1 24.0 - 2.a X - - WA�L 15° EC TO FIELD WIRE SOLENOID AND CONTROL PANEL VERIFY EXISTING 4 �� _ _ „ (� GENERAL PURPOSE CONVENIENCE OUTLET 7 1 WAREWASHER, RACK CONVEYOR 208 60 3 66.5 15.0 3.25 X WATER TIGHT DISCONNECT WALL 18 AFF 7 `H' (1) ALL DIMENSIONS SHOWN ON THIS DRAWING ARE FROM FINISHED WALL, � _ _ _ _ A _ CEILING AND FLOOR MATERIALS. - - - 208 60 3 33.3 X WATER TIGHT DISCONNECT WA�L 18 (BOOSTER) � SINGLE PURPOSE OR RECEP ON EQUIPMENT - - - 1 3 - 5-15P EI�ING 108" 16 (2) THE PLAN IS INTENDED TO SHOW ROUGH-IN REQUIREMENTS FOR FOOD 16 2 REFRIGERATOR, REACH IN 120 60 1 / X C r� DISCONNECT SERVICE EQUIPMENT ONLY. CONVENIENCE OUTLETS AND OTHER CONNECTIONS 17 1 OVEN, MICROWAVE 120 60 1 17.8 2.0 - - X 5-20P WALL. 24" 17 SEE ELECTRICAL ENGINEERS DRAWINGS. _ _ _ ,, ' 18 QQ J B�X ON EQUIPMENT 18 2 REFRIGERATOR, PIZZA PREP 120 60 1 12.0 1/3 X 5 15P WALL 18 O " 18.1 (3) ALL ELECTRICA� MATERIALS INCLUDING WIRE, CONDUIT, STARTERS, SWITCHES 18.1 1 ICE CREAM DIPPING CABINET, WORKTOP 120 60 1 8.0 - 0.33 - X 5-15P WALL 18 WALL SWITCH ETC. SHALL BE FIRNISHED BY THE ELECTRICAL CONTRACTOR. 19 1 OVEN, SLOW COOK/HOLD 120 60 1 16.0 1.9 - - X 5-20P WAL L 18" 19 � „ C TIME CLOCK ON EQUIPMENT (4) FINAL CONNECTIONS FROM ROUGH-IN TO EQUIPMENT AND ALL INTERWIRING Tur�� 20.1 3 DROP-IN, HOT WEL�S 120 60 1 6.3 0.6 - X - - WALL 18 20.1 � �„z„g,�r� BETWEEN EQUIPMENT SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR. o-ro r;�,�TCr; �� 21 21 1 FREEZER, UNDERCOUNTER, COMPACT 120 60 1 12.0 - 0.33 - X 5-15P WALL 18 F FIRE SYSTEM PULL STATION O (5) ELECTRICAL CONTRACTOR SHALL PROVIDE HEAT. TAPE AND POWER FOR FOR 23 1 DROP-IN, CO�D PAN 120 60 1 7.0 - 0.25 - X 5-15P WALL 18'� 23 FREEZER CONDESATE DRAIN �INE. 4 SHEATlNG,"o"20 P _ _ _ _ „ 24 Q JUCTION BOX vAFORaa.RR�-�, 24 1 PASTA COOKER, GAS 120 60 1 2.0 X 5 15P WA�L 18 ,, » (6) CONTACTOR FOR`SIGNAL FROM FIRE SUPPRESSION SYSTEM TO BUI�DING 25 1 FRYER BATTERY. DEEP FAT. GAS W�FILTER 120 60 1 6.2 - - - X 5-15P WALL 18 25 � CONDUIT STUB UP 6 AFF FiRE A�aRn� is pRn�nnFn w FIRF SYSTFM r.nNTRni paNFi_ ai_i iN7ER�nnRi►vc m 10��5/8"TYPc'X' 26 1 OVEN, CONVECTION, GAS 120 60 1 7.2 - 0.5 - X 5-15P WA�L 18" 26 SHALL BE BY ELECTRICAL CONTRACTOR. � AFF ABOVE FINISHED F�OOR : - - - 120 60 1 7.2 - 0.5 - X - WALL 36'� - � (7) ELECTRICAI. CONTRACTOR SHALL PROVIDE POWER FOR DETERGENT PUMP AT i 27 1 EXHAUST HOOD W/ MUA 120 60 1 20.0 - - X - - CEILING 108" (24 HOUR CIRCUIT) 27 BTC BRANCH TO CONNECTION ALL DISHWASHER LOCATIONS. � B4 1 FROSTER CHILLER, G�ASS MUG PLATE 115 60 1 6.2 - 0.33 - X - WALL 18" B4 / / / - - - - - FIELD CONNECTION FROM ROUGH-IN 'I B6 1 GLASSWASHER 115 60 1 16.0 - - X - - WALL 10" B6 B9 1 BACK BAR COOLER 115 60 1 7.5 - 0.33 - X 5-15P F�OOR 6" gg CEILING LIGHT COOLER/FREEZERS PROJ. N0. DRAWN: B13 1 BACK BAR COOLER 115 60 1 2.7 - 0.17 - X 5-15P FLOOR 6" B13 � CENTERLINE B14 1 BACK BAR COOLER 115 60 1 7.5 - 0.33 - X 5-15P FLOOR 6" B14 CHECKED: � B19 1 BEVERAGE COO�ING SYSTEM, REMOTE 120 60 1 10.5 - 0.33 X - - CEILING 120" B19 APPROVED: � DATE: J U LY, 10, 2011 , REVISIONS � CONVENIENCE DUTLETS , SEC� RITY CAMERA S, PRINTERS , TERMINALS, COMPUTERS � NUFACTURER SNOP ; SEE H OOD M A DRAWI N G FOR FAN ELECTRI CAL w V RIFY FAN : �� IN FORMA TION . E . Q o W W ,� ' �� J �, �, � �, Q LOCATI ON WI TH ARCH I TECT. o ozaRCHrrEC-ruRE , w� J v � Q w � � �� _ � J w - �� QTY EQUIPMENT CATEGORY � c� ¢ Y = � o � z ELECTRICAL ROUGH-IN HEIGHT AND DESCRIPTION - - - - „ PLEX OUTLET . SP1 1 VIDEO, AUDIO, AND A�ARM EQUIPMENT 120 60 20 1 X WALL 84 PROVIDE ISO�ATED GROUND (PROVIDE {4) ) WILDFLOWER �� _ 120 60 20 - - 1 - X - WALL 52 GENERAL PURPOSE ABOVE COUNTERS RENOVATION THE SP2 1 CONVENIENCE OUTLET VAIL ., LODGE AT SP3 1 CONVENIENCE OUTLET 120 60 20 - - 1 - X = WALL 48 GENERAL PURPOSE ABOVE COUNTERS : „ T��1 C�f �I�11 ISSUED FOR: - SP4 1 CONVENIENCE OUTLET 120 60 20 - - � - X - FLOOR 6 BRANCH TO RECEPTACLE MOUNTED ON EQUIPMENT �� 120 60 20 - - - - WALL 39" GENERAL PURPOSE ABOVE COUNTERS ' SP5 1 CONVENIENCE OUTLET 1 X ��PLlA�1�� „ sH o -'�.� --t/ SP6 1 CONVENIENCE OUTLET 120 60 20 - - � - X - WALL 10 OUTLETS BUILT INTO BACKSPLA �t�. � SHEET TITLE: , 1 120 60 20 - - 1 - X - WALL 48" PROVIDE ISOLATED GROUND - . 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' . . � ��.- .. . . � � . , P L U M B I N G E U I P M E N T S C H E D U L E � Q z Q � z z � , w � � - - � w , m �m ,_,_, 'y' ' � � � � � z ° r-m GENERA� PLUMBING NOTES z� i-^ Qz W^ wz W o^ oz Q^ � z ^ z z� �� z � I Qz Q I Q z I I oz v I z I �z PLUMBING LEGEND � �z ._.• I = �� _ � v..� v= �. w= y = _ : - �W �� w � � W w W� �W �� w � � � (1) ALL DIMENSIONS ARE FROM FINISHED WA�L, CEI�ING AND FLOOR MATERIALS. DIMENISION SHOWN AT ROUGH-IN IS � �� F- r-� F-_ � � cn � : cn� �� FLOOR SINK 12" X 12" W� HALF GRATE COVER TO CENTERLINE IN ALL CASES. C1W ON 00 ON 00 O� �N �O �N �O QN m QO Q�W i ; wE= QTY EQUIPMENT CATEGORY c�cn c.�� =cn =� =c� ov� o� zin z� c��n � c�� PLUMBING REMARKS w�- 1 2 SINK HAND WALL MOUNT 0.5 WA�L 18" 0.5 WALL 18" - 1.5 WALL 18" - - - - - - � � DIRECT DRAIN {2) MU�TIPLE CONNECTIONS MAY BE REQUIRED FROM ROUGH-IN POINT SHOWN TO VARIOUS EQUIPMENT ITEMS. PROJ. NO. � � „ » DRAWN: ; : 2 1 PRE-RINSE FAUCET, WALL MOUNT 0.5 WALL 12 0.5 WALL 12 - - - - - - - - - 2 O HUB DRAIN (3) FINAL CONNECTIONS TO EQUIPMENT INCLUDING INTERCONNECTIONS BETWEEN EQUIPMENT SHALL BE BY THE ' ' �, �� PLUMBING CONTRACTOR. CHECKED: ; 4 1 DISPOSER, GARBAGE 0.5 WALL 12 - - - - - 2 F�OOR SINK - - - CONNECT THRU SOLENOID VALVE. (VERIFY EXISTING EQUIP) 4 ; „ �F� FLOOR DRAIN � 7 RACK CONVEYOR - - 0.75 WALL 60 - - - 1.5 - : - - - CONNECT TO FILL CONN. ON TOP OF MACHINE 7 (4) KEC. SHALL DELIVER, SET IN P�ACE AND LEVEL EQUIPMENT ONLY. ALL VALVES, STOPS, VIBRATION ELIMINATORS, . 1 WAREWASHER, APPROVED. � TEMPERATURE GAUGES, PRESSURE GAUGES ETC UNLESS OTHERWISE NOTED ON THIS P�AN SHA�L BE FURNISHED BY ! - - - - - 0.75 - 234 - - - - - - - CONNECT TO FI�� CONN. ON TOP OF MACHINE - e GAS T A TOR OR OTHER TRADES. ; . JULY 10 2011 HE PLUMBING CONTR C DATE. � ; 14 2 FAUCET, BACKSP�ASH MOUNT 0.5 WALL 12" 0.5 WA�L 12" - - - - - - - - - 14 0 , ; WATER {5) FIRE SYSYTEM SHUT OFF VALVE FURNISHED BY KEC. SHALL BE MECHANICAL TYPE AND INSTALLED BY PLUMBING REVISIONS 18.1 1 ICE CREAM DIPPING CABINET, WORKTOP - 0.5 WALL 12" - - - - - 1 FLOOR SINK - - - - 18.1 CONTRACTOR UP STREAM OF COOKING EQUIPMENT 20.1 3 DROP-IN, HOT WELLS - - - - - - - 0.5 - - - - - 20.1 o-o HOT AND CO�D WATER (6) ALL GAS, WATER AND STEAM LINES SHALL BE FLUSHED FREE OF F�UX SOLDER AND OTHER FOREIGN MATTER � 23 1 DROP-IN, COLD PAN - - - - - - - • 1 FLOOR SINK - - - - 23 C� HOT AND COLD WATER W/ DIRECT DRAIN eEFORE cotvNECT��►vG To EQU�PMENT. (BY PLUMBING CONTRACTOR) i _ ; 24 1 PASTA COOKER, GAS 0.375 - - - - - - 1.25 FLOOR SINK 0.75 150 WAL� 24" - 24 Q ` V STEAM (N�ET , (7) �OOP GAS SERVICE IS RECOMMENDED FOR MULTIPLE COOKING APPLIANCES. ; 25 1 FRYER BATTERY, DEEP FAT, GAS W/FILTER - - - - - - - - - 1.25 360 WALL 24,, _ 25 ; ; „ � - - - - - - - - - - e STEAM RETURN (8) CONDENSATE LINES FROM WALK-IN COOLER/FREEZER EVAPORATORS SHALL SLOPE A MINIMUM OF 1/2" PER FOOT. 26 1 OVEN, CONVECTION, GAS 0.75 85 WAL� 24 26 �U OZARCHITECTURE RUN LINE IN COOLER COMPARTMENT AS MUCH AS POSSIBLE. TRAP OUTSIDE OF COOLER AND PROVIDE 1" AIR GAP AT � - - - - - - - - - - - - 0.75 85 WAL� 48" - - FLOOR SINK. INSULATE AND HEAT TAPE DRAIN LINE RUNNWG TO FREEZER EVAPORATOR. � AFF ABOVE FINISHED FLOOR- i, - - - - - - - - - - „ _ 28 ; 28 2 BROILER, OVER FIRED/GAS 0.75 84 WA�L 24 ; ' 29 1 BROILER, UNDER-FIRED, GAS, RANGE MATCH - - - - - - - - - 1.25 90 WALL 24" - 29 �PH GALLONS PER HOUR WILDFLOWER I „ ; RENOVATION - THE ; 30 1 RANGE MEDIUM DUTY GAS - - - - - - - - - 1 320' WA�L 24 - 30 ' � CENTER�INE , , LODGE AT VAIL ; _ _ - - - - - - - - - ; B3 2 UNDERBAR ICE CHEST 0.5 FCOOR SINK B3 . ISSUED FOR: ; » �fl�� C�� /�1� ; ' B6 1 GLASSWASHER - - 0.5' WA�� 10 40.8 - - < 1 FLOOR SINK - - - - B6 � �°° � 'I ; „ „ �� , ; B7 1 GLASSWASHER ACCESSORY 0.375 WALL 10 0.375 WA�L 10 - - - 1.5 FLOOR SINK - - - - B7 �� L�� _ t � � B10 1 DRIP PAN TOP MOUNTED - - - - - - - 0.5 FLOOR SINK - - - - B10 a , � .� 2 ,� f ; ; , ��i�e � SHEET TITLE: � ; B12 1 DRIP PAN, TOP MOUNTED - - - - _ _ _ 0.5 FLOOR SINK - - - - B12 � ��a ��- KITCHEN AND BAR �, _ _ _ _ _ _ _ _ _ _ _ _ , _ �4` ; PLUMBING PLAN B22 1 UNDERBAR ICE CHEST, DROP IN 0.5 822 ��d�o ' „ „ , � B23 1 UNDERBAR HANDSINK 0.375 WA�L 10 0.375 WAL� 10 - - - 1.5 FLOOR SINK - - - - B23 indicated � � ; SCALE: As ; ! HEET NUMBER , i S : Level 1 - KITCHEN AND BAR PLUMBING PLAN � ; _ � 1 , ; : 1/4"= 1'-0" � ; � ■ � � ---�� . - _ D E I N DATA SG N TR TI N MATfR1ALS CO S UC O T N N TE N TR 10 O S � CO S UC VERNING BUILDING CODE- IB 2 _ _ GO . C 009 CONCRETE _ 1 I , OVEREXCAVATION � LIVE LOADS USED N DES GN. I T NW RE ATE NLE N TED N THE PLANS OR 1. ALL CONCRETE SHALL BE NORMAL WE GH ( ) AGG G U SS O O _ HED LE . 1. < ROOF SC U S VEREX AVATED FILL RE IREMENTS FOR 1. REFER TO GEOTECHNICACENGINEER REGARDING O C QU . TE NTA T ITH SOIL HALL U E TYPE:I II. 2 CEMENT FOR ALL CONCRE IN CO C W S S S A GROUND SNOW LOAD P ...... ..... .... .... .... . .... .... ... . ...... ..... 143 PSF / ) , 9 .. FOUNDATIONS AND SLAB-ON-GRADE. _ I L • B SNOW EXPOSURE COEFFICIENT,Ce... ..............: .. ..... ........... . ..... ..:.OJ 3. CONCRETE SHALL CONFORM TO THE FOLLOW NG TAB E � 3. REFER TO GEOTECHNICAL ENGIEER FOR ACCEPTABILITY OF ON-SITE MATERIALS FOR USE AS � FLAT ROOF N W LOAD Pf...,. ... ...... ................. .... ..... . . .. .. l00 PSF - Cj S O , • • FILL ` L MP C� D IMPORTANCE FACTOR I`....... ... .... ... ... .................::.. .. ........ ... . 1 A 28 DAY WEIGHT W/C S U MAX.AGG. ) : , USE „ AIR + E NON SNOW ROOF LIVE LOADS ........................... ....... ....... . .... 20 PSF STRENGTH CLASS RATIO _1 SIZE ) CONCRETE 2. PUBLIC KITCHEN DINING....................... ............. .. ... ... 100 PSF A�CHITECIU�E _ � � ••••• •••••••••• PSI INCHES INCHES % 1. SLABS,BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE.ANY STOP IN 3. - PRIVATE ROOMS:.... ... .... .... ......................... ........ .............. .:..40 PSF - ON RETE WORK MUST BE MADE AT CENTER OF SPAN OR AT CENTER OF SUPPORT WITH ' 4. EXIT FACILITIES,CORRIDORS AND STAIRS .... .......... ........... ..... 100 PSF NOT REDUCED FOOTINGS 3000 NW .58 4 1 0 2 C C 3003 Larimer Street � ) I Y NLE THERWI E H WN.ALL ONSTRUCTION 5. WIND PRESSURE GRADE WALLS 3000 NW .58 4 1 5-7 VERTICAL BULKHEADS AND HOR ZONTAL KE S,U SS O S S O C _ JOINTS SHACL BE AS DETAILED OR AS APPROVED BY ARCHITECT AND STRUCTURAL ENGINEER. DeI�VeC CO SO2O 'rJ A BASIC WIND SPEED V 3S ... .... .... . ..... .. ....... ..... .............. ......90 MPH _ � ) � J WALLS 4000 NW .48 4 1 5 7 2. ALL CONSTRUC110N JOINTS SHOWN ON THE DRAWINGS SHALL BE PREPARED BY ROUGHENING B B LD N ATE RY..... .. ................ ...... ........:.... ... .......... ....II , h (� . 1 . 7O4 J UI I G C GO : _ p o e 303 86 5 C IMPORTANCE FACTOR Iw ....... ............ ........... .:. .... .... ... .... ..... 1A INTERIOR FLATWORK '4000 NW .48 4 1 0 2 THE SURFACE OF THE CONCRETE SO THAT THE AGGREGATE SHALL BE EXPOSED UNIFORMLY, � � LEAVI N LAITAN E L ENED PARTI �E R DAMAGED CONCRETE.AS AN ALTERNATE D EXPOSURE CLASSIFICATION ............ .... ........ ... . ....'... .... ....:... .... ...B EXTERIOR FLATWORK 4000 NW .48 4 1 5-7 NG O C , OOS C S,O , � 2x4 NTIN US KEYWAYS MAY BE USED FOR CONSTRUCTION JOINTS. .... .... .... ... ........ . ...... ... ..... ....EN L ED CO UO E ENCLOSURE CLASSIFICATION . . C OS ALL OTHER 3000 NW .58 4 1 5-7 � P V DE LEEVE F R ALL P PE PLA ED THROUGH CONCRETE FOUNDATIONS.NO OPENINGS F INTERNAL PRESSURE COEFFICIENT GC i POSITIVE AND NEGATIVE ... . ....'. .:.... ...0.18 3. RO I S S O I S C I • P � ) I L ERMITfED NLE THE � OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAW NGS SHAL BE P U SS . E M L AD _ 6 S IS IC O S � A SEISMIC DESIGN CATEGORY ..... ......... ..... ............. .... ............ .. B ARCHITECTS AND STRUCTURAL ENGINEER S APPROVAL IS SECURED PRIOR TO THE PLACEMENT 1 • CONCRETE REINFORCING OF REINFORCING STEEL. B SITE CLASS... ........ .... .... ... .... ............ .... .... .... .... . ... D , � ........ . . RETE REINF R IN HALL NF RM TO THE FOLLOWINGTABLE: C IMPORTANCE FACTOR le ...... .._....... ...... .... ... ... .... ...... . ..... . �.0 1. CONC O C G S CO O CONCRETE REINFORCEMENT ) , ... . „ „ i----� . L BLI A N P- 6 AND BUILDING D MAPPED SPECTRAL RESPONSE ACCELERATIONS i. utiAi�tsAK�iN A�.t..uKUHN�.E WITH ACI DETAILING MANUA ,PU C TIO S b , _ ) _ „ G.C.VERIFY IN FIELD&REPORT TO K•1(.ar'.E�STRU CT.0 RAL Ss ... ........:......... ..... .... ..... ......... .... ......... ......... ...... 28.5% USE ASTM YIELD,KSI NOTES CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318,LATEST EDITIONS.PR�VIDE GROUT ALL ARCH. &STRUCT. ENG. PRIO TO , :. , DETAILS INDICATING REINFORCING CONTINUITY AT CONSTRUCTION JOINTS. ` •T w u o T u R�i G M�1 H C C Il■ . ��o - Sl ... ..... .... ..... .... ......... ..... .. .. ......... ..... .... ..... .`... ..... ..6.8% MILD REINFORCING A615 60 < , _ E SPECTRAL RESPONSE COEFFICIENT 2. REINFORCEMENT PROTECTION CMU CAVITIES STEEL FABRIGATION. . . . . , . . . . . . . . . . . . . . . . . . . . .. . . . . . ' . ...,.. . . . . . . . .� . 1BBH..SHERMAN:.:bU1TE 770 +: DENVER:..CO 80203 . COLUMN TIES A615 40 _ �� SOLID AT EXI T. MU WALL ,.,1 �] A CONCRETE PLACED AGAWST EARTH . .... ...... ........ .............. ............ .3 - p t� � S C' 72 `'��a�°�'�': . . . . . JU$ ....�...�..... ......... ....�..... ......... ....�..... .... ..... .... ... .. ......D.L79 �. . . . . . . ' . . . . . "(. ,. ', '.: . . . .41"� ..�A nx 720.93Z.3745� , LINTELS PRIOR >I : .yti� a�.+ -_!�€ . � _, �, (, .��a .� BEAM STIRRUPS A615 40 B) CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH. E CMU WALL ��<� : �,a -,��.� f�, Shc ..:..... .... ..... .......... .... ..... ........ ............... ... . ... . 0.109 � ) ,, � � ��„_..y� . ,, , �� TO TIGHTENING NUTS. , ;.,. I : � r�,� .�:��,�-_��, €�, . � . ..w� � � ,�.� BARS#5 AND SMALLER :.:.. ........ ........: ...... ... ... .. ... ... ... ... . 1/Z ,I -. � � 4. F Y TEM ....... ..... ..ORDINARY PL I NR HEAR WALLS WELDABLE A706 60 I I,, ; ( ? �. ,�,-�..��-. �� ;�-� ) SEISMIC FORCE RESISTING S S A N MASO Y S „ _ , � . „. �w ��,S �' s ��.,�;;� . ...... ... ... ............ .2 ( ..�'�,. � <,� �.��9.,: .. BARS#6 AND LARGER...... ........... ....... .. I » .� �.�. �., . s.;_�a ( I < -. ;. � .� � .� : 4 v- G DE I N BA E HEAR .... ... ...... ...... ... .... ... ...... ... .... . ... .... . ... .N A I .� � ) SG S S , . . / A 1 4 ! ( � � a�;;�-�,.� �-�Q � ,� , WHERE NOTED ON PLANS 6 5 0 � �� ' ANNEL ; ., . C COLUMNS,GIRDERS,BEAMS.. .... ... ....... .:.. ................. ... ... . .... ... . 1/2 ` I ,: CONT.GCH ;; �::,�� H SEISMIC RESPONSE COEFFICIENT Cs..... ....... ....... ......... .......... ......0.199 ) I � I ' � I _ . , �,. � ) , , „ PL.WASHERS ' � ' � _� (. ;� p . WELDED WIRE FABRIC A185 65 D SLABS OR WALLS NOT EXPOSED TO WEATHER OR EARTH.... .. .. ..... .. .....:. .. ... /. ; EACH SIDE , ,... ��;� IRESPONSE MODIFICATION FACTOR R ...... ... . ... .... ......... . ........ ... .... . 1.5 ) : ; .; _ ,:» � . �� ) • BTWN CMU& I, I ,I., ; GCHANNEL EA.SIDE ..z � � �s� � 3. SPLICES IN REINFORCEMENT ARE NOT PERMITfED EXCEPTAS DETAILED OR AUTHORIZED BY THE ; _ , _ _ , , _�_„ , . �m�„ ,� _ . ..� ._, _. _ ; _ a. 4, .� J ANALYSIS PROCEDURE.. ... .... ........... .... ... .... ... ...... ...........ASCE 7-05 C CHANNEL _ � �,� ) s: - - - .- .,_> _ ' • ; r.:•�_ �, ��. , �, . . . . . . . . . . � . . . . . . '..: . . . .. . :�. �-.�' 1 .. _i t _ ... . . " . � �e+',.a?�p. . �9 n'S STRUCTURAL ENGINEER. , ,•� _._ _ ,:.... , ., ._ _ ._ _ _ , .,. ,. .., , .�:� r .a. � ._ . . , r. : 1/2 STIFF.PL. .. .,�''� EA. BOLT , . . _ .,. , - , , .._ � , ��,. . _ , _, _ ._ , . . . . . . .�. � . . . . . . . .. . . . . . .. . . . . . . . . . . .�....... .. .. .�. :.:..... . . . . . . . . . . .:; '' ' " ' .. ...... .,_n :�:: . .:. F�.,., �H.�.� '# . . . . . . . . . . . . . . . .. . . . . . . � � . � . � . . .. . . '., :..-..�- .:, .a ::.., ; . .. . . . . ..: .. .. ,:,. . �.i •: � �. . . . . . d� . .A . ..d. ``� . 4. SPLICES MADE BY CONTACT LAPS SHALL HAVE THE FOLLOWING MINIMUM LAP LENGTH U.N.O. ___ , ,, , . ._, _ . ,._ , ,_ _ .,. ; ,. �, ,_ _. �_• . , .: .., . . . _,��_ , , ,, ._.• ._._ BOTH SIDE .. � - ,=� . MASONRY , -' - - „ „ F NDATI N F I AND SLAB ON GRADE. OU O S OOT NGS _��_c: ; : , _ �-,_ :, . , ,. ._y ,,,-., > �FO.� �-0� � ll #4............29 #8.. ..........72 , , _ , ; £ r , ;,< . . .. . � . . . . . .. . . . .. . . � . . . . . .. . . .. . � . . . . . . . . .. .��....�....� . :::. � i�♦... . . . . . .�. i.� .. �J ��. _ ,.. � �� • ..:: . . . � R� �'. ,}?� , „ . AT COL.CENTER , . � . . .. . . . . . .. . . . . . . :.:�._. .x_. .. . �., ._•.,,..>••. .;� . . . . . . . . ,�� . _.a . � . . . .� . . . . . . . . . . . . . . . �� -'.�, . . �°a &' e � .'�, _ �:8 + v, �, � . � . . � . . n . . . . n . � . . . . . . . . . y- _ � ._" _ '• . . .. . r . . 1. HOLLOW LOAD BEARING CONCRETE BLOCK SHALL BE 8 kl b NOMINAL FACE SIZE WITH WIDTH AS ,....: .,� , r , � ... . . . . . . . . . . . . . . . . . . . . . ��, ... ._. . ..... .�. .. . . . . . - �`. '.::. .... .r'. " _ .�..�.. . . . . . ✓s. . . 4 �� 1. ASOILSINVESTIGATION HAS NOTBEEN PERFORMED FORTHIS PROJECT. #5...........:36 #9.. ..........80 , .,,_ . .,,,,t, .�< �:, �� I �:-. SHOWN ON THE DRAWING AND CONFORMING TO ACI 530,LATEST EDITION.ALL CONCRETE BLOCK �� -�*�: , < .,_ ,- „ ; , �_ . ; ,, ,=_, c; ,; A THE OWNER SHALL EMPLOY A QUALIFIED GEaTECHNICAL ENGINEER TO INSPECT ALL #6.........:. .43 #10.....:.....89 .,_,;• ; ,, �. 3/4 THRU-BOLTS ; ,;. •., < ,; ,...;;• ;._ , ) - - - _ TO BE LIGHTWEIGHT. ,� ,;r�•-: ' �� •-•- - #7............63 ..•_.,<... . ' :- ; 8 O.C.�ALT. � ., - :�-,;:_. FOUNDATION EXCAVATIONS PRIOR TO PLACEMENT OF CONCRETE FOR FOOTINGS AND ,-, .,-, : . ;;.. _ @ :_,, �, •-• -. _, _,,.a GROUTORSHIM , :�,. •• �•,t= • - - PLICE CONTINUOUS TOP BARS AT MIDSPAN.SPLICE CONTINUOUS 80TTOM BARS OVER THE ,., - ,,_ , _ _ .,,.. _; TOP&BOTfOM " •-� ••�• SLAB ON GRADE. 5. S ` -�• ,_.., ,R- t=: --:'= •'- 28 DAY STRENGTH UNIT ..._.,- . SPACEBTWN PL. ,,, ' < < • ',.°. ..... ..... .. .. . ... _':� HALL VERIF THA THE AFEBEARI APA T HE SUPPORT. .;.-• �� ,. ._ _ B) THE GEOTECHNICAL ENGINEER S Y T S NG C CI Y OF T MATERIAL STANDARD TYPE , ,.,_,, ; , .- ,,,_.,_ ; . � I MIN. WEI HT :.- .::� . , PS ( ) G &CMU SOLID. . _;_.; �_.:- ;; • � . . .,. .,.: ;, E EED THE A MED T TAL L AD EARIN PRE RE 6. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT POSITIONS : ,�_ z-• '-_ :-.; � BEARING MATERIALS MEETS OR XC S SSU O O B G SSU ,�-_•, ;, :;_ ... ,� - : ,-.-�_ ..- : - -.--. . �.-', :..�a . USED IN DE I N A STATED BELOW. N RETE BL K ASTM C90 190Q 115 PCF SHOWN ON PLANS AND DETAILS. ., : .. _,;_. : �',,�.;: S G S CO C OC '` °,„--.;, . r_,., . ..-_ ;, : _`-~-'- . . � . . . . � . . . . . . . .. . . . . . . . . . . . .. . .�_.,. . ..,.. ,_.....<r� �'. .. � � � . . - . . . . : ..+ .,-, .. • ,. : - -.... �: . . . . . . . . ... . . . . . . . . . R HALL PREPARE WR 1TEN PE F AT N F R TABLE 7. ENSURE HORIZONTAL CONTINUITY IN WALLS FOOTINGS AND GRADE BEAMS BY PROVIDING ._, .,. , , ._ ._,, , _,, . _.,_ . C) THE GEOTECHNICAL ENGINEE S I S CI IC 10 S O SUI MORTAR ASTM C270 S 1800 • •_.... .. > ,,. ; , �.. • -,- - ° , •• • -� ,. : T.O. PLATE BACKFILL MATERIALS AND PERFORM COMPACTION TESTS ON APPROVED BACKFILL PLACED CORNER BARS AT ALL CORNERS AND INTERSECTIONS.CORNER BARS SHALL MATCH SIZE AND �-;;'_', > , : - : - -,...., , ;. .,-.•- ; . �� ,.,:, _ , , r_ : ,': � _ .� , ._. _ .,. - - = �./ �_ �� AGAINST FOUNDATION WALL.S,BE�OW SLABS-ON-GRADE AND BELOW FOUNDATIONS. GROUT ASTM C47b 2500 SPACING OF HORIZONTAL REINFORCING AND EXTEND A MINIMUM OF 36 BAR DIAMETERS BEYOND 9 � : _ THE CORNER. - 2 FOOTING DESIGN PRISM UBC 21 17 1500 � �� ,� �� . � � PL.5/16 X 4 12 O.C. .. . . . F 8. PLACE 2-#5 1 EACH FACE WITH 2-0 PROJECTION AROUND OPENINGS IN CONCRETE,PLACE C� O ( A) TOTAL LOAD SOIL BEARING PRESSURE . .... ... ...... . . .... ... .... .. ... .. 2000 PS NT RE NF R N A 51 � ) O � JOI I O CI G 9 , „ BOLTS @ 16"O.C. � � ; B MINIMUM DEAD LOAD SOIL BEARING PRESSURE . ....... ... .... .... ....... ... .... 0 PSF 1-#4 (IN TOPPING) WITH 2-0 PROJECTION AROUND OPENINGS THROUGH F�OOR TOPPING SLABS, , � TYP. � , UNLESS NOTED. 1/4 2-6 i L212X212X 1 � � STRUCTURAL STEEL � � 5� s „ 9. WIRE FABRIC REINFORCEMENT SHALL LAP ONE FULL MESH AT SPLICES AND BE WIRED TOGEfHER. � 1 1/ „ WOOD DESIGN ADJUSTMENT FACTORS EA. sioE RaKE irvTO � BRNG P�. ; 1. DESIGNED,FABRICATED,AND ERECTED IN ACCORDANCE WITH AMERICAN INSTITUTE OF STEEL I I , 10. WELDING OF REINFORCING SHALL NOT BE PERMITTED UNLESS SPECIFICALLY CALLED FOR OR � EXIST MORTAR JOINT 1_ SNOW L�AD DLIRATI�N FACT�R.CD ________________________.__...__. ..__._. .._.__.._. 1_0 co�iSTpuCnoni MANUAL�F STEEL C�NSTRUCTION ALLOWABLE STRESS DESIGN L4TEST . _.. I I ' • ' APPfZOVED B r TI1C�TRUCTURP�L CNOINCCt�. CA. T T. . . . . . ....,. ............ . ... ..... . ...... ......... lA DELIVER&INSTAL� 2. TEMPERATURE FAC OR,C . . .. .. ... . EDITI ON. - END „ I I HAN 4 K L I ( 11. DO NOT RE BEND ANY BARS W TH A Y ELD STRESS OF GREATER T 0 S � IN 2FT.SECTIONS. 1/4 2 3/4 DIA.STIFF 3. TEMPERATURE FACTOR CH .. ...........:....... ... .. . ... ... ... ... ... .. .. . .... .. .. 1.5 -- -- • .. . . G.C. FIELD VERIFY VERTICAL TE SHAPE ASTM MIN.YIELD STRENGTH KSI NO S I I THRU COL. , � MASON RY ALIGNMENT OF WALLABOVE AT COL. CENTER „ � � R LLED HAPE A 2 50 BEAMS AND COLUMNS I O S S 99 1. CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND.ALL JOINTS SHALL BE 3/8 FL OR WITH WALL BELOW O NOMINAL AND SHALL BE TOOLED. I I ROLLEDSHAPES A36 36 ` ANGLES AND CHANNELS FLOOR&REPORT TO ARCH. 2. ` EXCEPT WHERE OTHERWISE NOTED HORIZONTAL REINFORCING FO R WALLS SHALL BE E T , &STRUCT. ENG. PRIOR TO � PR N TE PPE A 35 O� � O � I 53 "DUR-a-WAL"LADUR TYPE JOINT REINFORCING PLACED AT 16"CENTERS.SPACE REINFORCING STEEL FABRICATION HSS SHAPES A500 GRADE B 46 �� HSS COLUMN D N MMED A ELY GENERAL AT8 CENTERS IN PARAPETS.PLACE REINFORCING IN THE FIRSTTWO BE JOI TS I I T � „ RE: PLAN 1. N TE N THI PA E PPLEMENT THE PE IFI ATIONS. REFER TO SPECIFICATIONS FOR PLATES A36 36 ABOVE AND BELOW ALL OPENINGS.AND EXTEND A DISTANCE OF 24 BEYOND EITHER SIDE OF I I O S O S G SU S C C THE OPENING.PROVIDE PREFABRICATED CORNERS AND TEES AT ALL WALL GORNERS AND ADDITIONAL RE UIREMENTS. MISC. A36 36 Q INTERSECTIONS. 2. ARCHITECTS APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. BOLTS A325 . 3. GROUTING. �� „ , ,� . HE K ALL DIMENSI N N STRU TURAL DRAWINGS AGAINST ARCHITECTURAL DRAWINGS. I L 3/4 x 6 1/4 x 0-9 BRNG PL. 3 � � o So � LINTEL / BEAM DETA ANCHOR RODS F1554 36 OR 55 A GROUT ALL REINFORCED CELLS AND BOND BLOCKS FULL „ � � „ 4. VERIFY OPENINGS THROUGH FLOORS,ROOFS AND WALLS WITH ARCHITECTURAL,MECHANICAL, „ „ W/ 1 3/4 DIA. „ 4 8 � � B) FILL BLOCK CELLS SOLIDLY WITH GROUT A DISTANCE OF 24 BENEATH AND 12 EACH SIDE „ , „ V ND EL TR AL R RE ENT . HEADED STUDS A108 60 3/4 QJ U.N.O. 1 1/2 = 1-0 A36 THREADED RODS� CI IL A EC IC EQUI M S _ � OF BEAM REACTIONS OR OTHER CONCENTRATED LOADS. -� „ � 5. ANY DISCREPANCY OF INFORMATION DESCRIBED ON THE STRUCTURA�DRAWINGS, _ EMBED 6 MIN. INTO NLE N TED THERW E THE ONTRACTOR MAY USE EITHER LOW LIFT OR HIGH LIFT G U SS O O IS , C ) � � SPECIFICATIONS,aR ANY INFORMATION SHOWN ON OTHER DRAWINGS MUST BE BROUGHT TO (E) CONC.SLAB OR WALL GROUTING SUBJECT TO THE REQUIREMENTS OF ACI 530 LATEST EDITION. THE ATfENTION OF THE STRUCTURAL ENGINEER FOR CLARIFICATION. _ � � W/ 2 PART EPDXY _ N TR TI N N TE ,, t ) CO S UC 0 O S , , _ 6. PRE ENGINEERED SYSTEMS AND COMPONENTS SHALL BE INSTALLED ACCORDING TO THE �� 1 MIN. SOLID NON SHRINK , , BOLTS 8 O.C. MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS.SHOP DRAWINGS SHALL BE � R T H M DISCOVERY AND FIELD VERIFICATION MASONRY REINFORCING. I O I G ou &s i SUBMITfED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. 1. AT BOTfOM OF MASONRY WALL,PROVIDE DOWELS EMBEDDED WTO CAST-IN-PLACE CONCRETE 7. STRUCTURAL DRAWINGS ARE THE PROPERTY OF KYSE-STRUCTURAL,�LC.THE DRAWINGS ARE 1. THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT KNOWN PRIOR TO OR WELDED TO STRUCTURAL STEEL SUPPORTS AT EACH VERTICAL REINFORCING BAR.DOWEL .. , •,. . < AN INSTRUMENT OF SERVICE REPRESENTING DESIGN CONSULTATION AND ARE TO BE USED BY CONSTRUCTION OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION (DISCOVERYj.SUCH � ' °•• '•- - SIZE SHALL MATCH VERTICAL REINFORCEMENL _ � � THE PROJECT OWNER TO ALLOW THE FABRICATION AND CONSTRUCTION OF THE STRUCTURAL CONDITIONS MAY INTERFERE WITH NEW CONSTRUCTION aR REQUIRE PROTECTION AND/OR C CHANNEL Z SPLICES NOT PERMITfED IN REINFORCING BARS EXCEPT AS DETAILED OR AUTHORIZED BY � PORTIONS OF THIS PROJECT ONLY. SUPPORT OF EXISTING WORKbURING CONSTRUCTION,AND MAY INCLUDE DAMAGE OR .� STRUCTURAL ENGINEER.WHERE PERMITfED,SPLICES MADE BY CONTACT LAPS SHALL BE AS DETERIORATION TO STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD JEOPARDIZE THE - EXIST PRE-CAST � SUBMITTALS SPECIFIED UNDER CONCREfE REINFORCEMENT NOTES. STRUCTURAL INTEGRITY OF THE BUILDING S .THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL �; ( ) CONC.TEE'S& � E � 1. FURNISH THREE SETS OF SHOP AND ERECTION DRAWINGS TO STRUCTURAL ENGINEER FOR 3. PROVIDE ONE#5 VERTICA�,FULL HEIGHT,IN EACH OF TWO ADJACENT CELLS,ON EACH SID OF , ENGINEER aF ALL DISCOVERIES HE BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE 9" TOPPING EACH REVIEW PRIOR TO FABRICATION. UNLESS THE STRUCTURAL ENGWEER PROVIDES WRITfEN ALL OPENINGS,UNLESS OTHERWISE NOTED. WORK OR JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING(S) PRIOR TO PROCEEDING SIDE. V.I.F. � EXCEPTION,THE TRANSFER OF REVIEWED SHOP DRAWINGS TO THE ARCHITECT WITHIN 10 WITH WORK RELATED TO SUCH DISCOVERIES. � � � $ , STRUCTURAL STEEL : N WORKING DAYS OF RECEIPT BY THE STRUCTURAL ENGINEERS OFFICE SHALL BE CONSIDERED 2, THE TR T RAL D CUMENTS MAY SPECIFY bIMENSIONS ELEVATIONS AND CONSTRUCTION � AS"REVIEWED IN A TIMELY MANNER".ONLY ONE SET OF REVIEWED SHOP DRAWINGS WILL BE S UC U O . 1. CONNECTIONS ^' - CONDITIONS TO BE FIELD VERIFIED.THE GENERAL C�NTRACTOR SHALL BE RESPONSIBLE FOR �/ C� A) UNLESS SPECIFICALLY NOTED ON THE DRAWINGS,THE CONTRACTOR AND FABRICATOR L RETURNED TO THE CONTRACTOR. W FIELD VERIFICATIC�N OF ALL SPECIFIED CC�NDITInNS PRIOR TO PROCEEDING WITH THE T E � (E)CONC.SLAB 1- 2. FURNISH TWO SETS OF CONCRETE MIX DESIGNS INCLUDING STRENGTH TEST DATA AND MAY USE THE TYPE OF FRAMED BEAM CONNECTION THEY PREFER,FROM HOS STRUCTURAL STABILITY DURING CONSTRUCTION_coMPONENTS RE�a,TE�To sucH M � DESIGNED AND DETAILED IN THESE DOCUMENTS. W ' U MANUFACTURERS LITERATURE ON ADMIXTURES FOR REVIEW BY STRUCTURAL ENGINEER NO - - '�' w 1. THE STRUCTURAL DRAWINGS REPRESENT THE COMPLETED STRUCTURE WITH ALL ELEMENTS " D IVALE T `` I - I RIA B) CONNECTIONS SHALL USE A MINIMUM OF 3/4 DIA A325 BOLTS (OR WE�DE EQU N ) � ; G.C. FIELD VERIFY LATER THAN 2 WEEKS PR OR TO ON S TE USE OF THESE MATE LS. ^, � PROPERLY INSTALLED IN THEIR FINAL POSITIONS. UNLESS OTHERWISE NOTED.EACH CONNECTION SHALL HAVE A MINIMUM OF TWO BOLTS. r/�� EXISTING WALL CONST. W 3. CONTRACT DOCUMENTS ARE NOTTO BE USED BY ANY CONTRACTOR,SUB-CONTRACTOR OR STIFF PL. - < 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR AL�MEANS AND METHODS OF CONSTRUCTION, �--, AT EA H L MN BRNG. � O` C) BOLTS MAY BE INSTALLED SNUG TIGHT AS DEFINED BY AISC,WITH THE FOLLOWING ; � C CO U SUPPLIER AS PART OF THEIR SHOP DRAWING SUBMITfAL.ANY SHOP DRAWINGS SUBMITfED IN BOTH SIDE INCLUDING THE DESIGN CONSTRUCTION SEQUENCING AND MAINTENANGE OF ANY SHORING, �� EXCEPTIONS WHICH MUST BE TENSIONED TO THE VALUES IN TABLE 4 OF RCSC � ``1-�.� LOCATION&REPORT TO O SUCH A MANNER WILL BE REJECTED AND RETURNED WITHOUT REVIEW. COL.CENTER - U BRACING OR OTHER TEMPORARY SUPPORTS OR ERECTION DEVICES AS MAY BE REQUIRED TO �� °� '`� j� . SPECIFICATIONS FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS . �- ARCH. &STURCT. ENG. 4. ELECTRONIC COPIES OF CONTRACT DOCUMENTS WILL NOT BE PROVIDED TO ANY �, PROPERLY BRACE,SUPPORT AND ERECT ANY ELEMENT DURING CONSTRUCTION. V 1 CO�UMN SPLICES _ ) � CONTRACTOR,SUB C�NTRACTOR OR SUPPLIER EXCEPT THAT PORTIONS OF THE DOCUMENTS 3. THE STRUCTURAL STEEL FRAME IS"NON-SELF-SUPPORTING"PER AISC CODE OF STANDARD � . 2 BEAMS AND GIRDERS FRAMINGINTO COLUMNS '� ) E CONC.WALL � -1-�+ MAY BE PROVIDED UNDER THE FOLLOWING CONDITIONS. „ , � ) PRACTICE.TEMPORARY BRACING SHALL REMAIN IN PLACE UNTIL ALL FLOORS,WACLS,ROOF A THE STRUCTURAL ENGINEER SHALL DECIDE WHICH DOCUMENTS MAY BE RELEASED ON 3) WHERE NOTED AS SC ON THE DRAWINGS BRNG PL. � � � AND ANY OTHER SUPPORTING ELEMENTS ARE IN PLACE. �.t D DETAILING OF CONNECTIONS FOR BEAMS FRAMING INTO OPPOSITE SIDES OF A COLUMN ELECTRONIC MEDIA. � W 4. MASONRY WALLS ARE NOT SELF-SUPPORTING UNTIL ALL BUILDING STRUCTURAL SYSTEMS ARE _ `V � _ WEB SHALL BE OFFSET TO ALLOW THE INSTALLATION OF AT LEAST ONE BOLT TO THE B) THE CONTRACTOR,SUB CONTRACTOR,OR SUPPLIER SIGNS AND RETURNS A RELEASE � IN PLACE.CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED. LUMN FOR THE FIRST BEAM PRIOR TO ERECTING THE OPPOSITE BEAM. STEEL PL.@12"O.G W OF LIABILITY PROVIDED BY THE STRUCTURAL ENGINEER,AND PAYS THE STRUCTURAL CO , 5. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS OR GRADE BEAMS UNTIL BRACING ENGINEER A 1000.00 HANDLING FEE. 2 WELDS � COLUMN INSTALLATION �.} FLOORS ARE IN PLACE,OR OTHER TEMPORARY BRACING IS INSTALLED. A MINIMUM WELDS:AISC SPECIFICATION,NOT LESS THAN 3/16°FILLET,CONTINUOUS UNLESS STIFF PL. V � 3 � NON-STRUCTURAL BUILDING ELEMENTS oTHERwisENOrE�. �-ArvG�E „_ ,_ „ � SITE SAFETY 1 ii2 -1 0 B AlL R VE WELDS TO BE FULL PENETRATION UNLESS NOTED. NON-STRUCTURAL BUILDING ELEMENTS SUCH AS WINDOWS,DOORS,STOREFRONT,CURTAIN WALLS AND ) G 00 T 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY AND CONFORMANCE TO ALL , OTHER COMPONENTS AND CLADDING ARE TO BE DESIGNED BY THE SUPPLIER TO RESIST LATERAL LOADS SAFETY REGULATtONS PRESCRIBED BY FEDERAL,STATE,AND LOCAL AUTHORITIES,INCLUDING C) WELDERS SHALL HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. UALIFICATION TESTS. AS SHOWN IN THE DESIGN DATA SECTION OF THESE NOTES.ALL CONNECTIONS AND ATTACHMENTS OF Q HSS COLUMN ADHERENCE TO ALL OSHA REQUIREMENTS IN EFFECT ATTHE TIME OF CONSTRUCTION. � . SUCH ELEMENTS TO THE BUILDING STRUCTURE ARE THE RESPONSIBILITY OF THE SUPPLIER AND SHALL 3. HEADED STUDS 2. THE DESIGN,CONSTRUCTION AND MAINTENANCE OR EREC110N OF ALL TEMPORARY SAFETY , �� „ A HEADED STUD CONNECTORS.CONFORM TO ASTM A108.USE 3/4 MINIMUM DIAMETER BOL BE DESIGNED IN SUCH A MANNER THAT THE LOADS ARE TRANSFERRED TO THE STRUCTURALFRAMING ) T5 @ 16 O.C. DEVICES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STUDS UNLESS OTHERWISE NOTED. � T SYSTEM. 3. THE CC)NTRACTOR,SHALL IDENTIFY,AND BRING TO THE ATfENTION OF THE STRUCTURAL , I L D WELDED IN A RDAN E B) HEADED STUD CONNECTORS SHALL BE AUTOMAT CA LY EN CCO C r■■� QUALITY ASSURANCE PLAN ENGINEER,ANY DETAIL OR CONDITION SHOWN ON THE DRAWINGS WHICH IS NOT IN COMPUANCE T RAL LD N DE.WHERE METAL DE KOCCURS E T R L EN INEER WITH A.W.S.D1.1 STRUC U WE I G CO C , WITH ANY FEDERAL,STATE AND LOCAL REGULATIONS,SO THAT TH S RUCTU A G CO L U M N D ETA I L � 1. THE OWNER SHALL EMPLOY APPROVED SPECIAL INSPECTORS FOR THE F�LLOWING WORK. CONNECTORS SHALL BE FIELD INSTALLED BY WELDING THROUGH THE METAL DECK. MAY PROVIDE CONFORMING MODIFICATIONS. 4. FIREPROOFING � COPIES OF WRITfEN REPORTS BY THE INSPECTORS SHALL BE PROVIDED TO THE STRUCTURAL � ENGINEER. FOUNDATIONS-FOOTINGS AND SLAB-ON-GRADE A) RE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR EXTENT AND TYPES OF F REPR FIN T BE APPLIED TO STRUCTURAL STEEL MEMBERS. A INSPECTION AND FABRICATIONS.... .... ..... . ... .... . .... ... . .... ..... .. .IBC 1704.2 I 00 G O � � 1. CONCREfE IS NOT TO BE PLACED IN FOOTING EXCAVATIONS PRIOR TO THE BEARING SOILS B) STEEL CONSTRUCTION .. ...... ...... ... ......... ..... . ... ... . ..... ...... IBC 1704.3 5. FIELD MODIFICATIONS BEING OBSERVED AND APPROVED BY THE GEOTECHNICA�ENGINEER.CONTRACTOR C) CONCRETE CONSTRUCTION ...... ...... .. .. ....... ..... . .:. ... . ..........IBC 1704.4 A) NO BEAM,COLUMN, BRACE,CONNECTION,BASE PLATE OR ANCHOR BOLT MAY BE FIELD SHALL NOTIFY GEOTECHNICAL ENGINEER 48 HOURS PRIOR TO PLACING COt�CRETE MODIFIED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. � D) MASONRY CONSTRUCTION... .... ........ .... .... ..... .... . ... . ... .... . ..BC 1704.5 FOOTINGS OR SLAB-ON-GRADE. E) SOIL CONDITIONS&SUBGRADE PREPARATION . ......... . . . ... ..... ... .IBG 1704J � '''' ' 2 FOOTINGS AND SLAB-ON-GRADE SHALL BE PLACED ON UNDISTURBED NATURAL MATERIALS 2. THESTRUCTURAL ENGINEER OR THEIR ASSIGNED REPRESENTATIVE SHAI.L MAKE VISUAL P N IVE T T RAL FILL APPROVED BY THE GEOTECHNICAL OBSERVATIONS OF THE FOLLOWING ITEMS FOR GENERAL CONFORMANCE TO THE OR COMPACTED,NON-EX A S S RUC U AS EN�iNEER. RECOMMENDED CONSTRUCTION PROCEDURE FOR WALL REMOVAL: STRUCTURAL DESIGN.THE CONTRACTOR SHALL PROVIDE ADEQUATE NOTICE WHEN SUCH ITEMS 3. THE CONTRACTOR SHALL REMOVE ANY LOOSE OR DISTURBED SOIL AND REPLACE WITH HAVE BEEN INSTALLED TO THE EXTENT WHICH WI��AL�OW THE OBSERVATION. N N-EXPANSIVE STRUCTURAL FILL AND COMPACT AS DIRECTED BY THE GEOTECHNICAL 1. REMOVE JUST ENOUGH MASONRY WAL�TO INSTALL NEW COLUMN� RE:COLUMN INSTALLATION�DET 3. , A) STEEL WALL,FLOOR AND ROOF FRAMING WHEN ESSENTIALLY COMPLETE � - ENGINEER. 2. INSTALL NEW COLUMN� RE:COLUMN INSTALLATION-DET 3.. 4. CENTER FOOTINGS UNDER COLUMN CENTERLINES,OR UNDER GRADE BEAM OR WALL 3. RAKE NEW L 2 1/2 X 2 1/2 INTO CMU MORTAR JOINTS�INSTALL IN 2FT. SECTIONS�RE:LWTEL/BEAM. CENTERLINES WHERE THERE IS NO COLUMN ABOVE,UNLESS NOTED OTHERWISE 4. GROUT CMU AT LINTEL BEARING AND OPENWG HEAD AS INDICATED ON PLANS AND DETAILS. 5. BOTfOM OF FOOTING SHALL EXTEND A MINIMUM OF 481NCHES BELOW ADJACENT GROUT ALTERNATE CELLS REMOVWG JUST ENOUGH FACE SHELL TO PLACE GROUT.ALLOW GROUT TO FINAL GRADE. REACH 2O00 PSI COMP. STRENGTH THEN OPEN &FILL REMAINING CELLS. - - 5. INSTA�C GCHANNELS, WASHERS, BO�TS �RE:LINTEL/BEAM�DET 4. � � � � � � � 6. THE SLAB ON GRADE AT THE GROUND FLOOR LEVEL OF THIS BUILDING HAS SOME RISK OF „ , i � i � ` � i MOVEMENT OVER TIME.THE PREPARATION OF THE SUBGRADE FOR THE SLAB-ON-GRADE SHA�L 6. REMOVE WALL IN 2FT. SECTIONS, INSTALLING 5/16� PLS AS DEMO PROGRESSES. i GROUT E BEAM/WALL� `y i . � � . � . . � � . � � . � . � . . � � . . ... . . . . . � . � . . . . . . . . I]I� 11 � . . � . . . �1 OII �. . . . . . . . . . � � . . . � . . . . ' � ' - � .. � . � � . . . . . . ' .L�� J. .. � . I � � \� �\� � ..� . . .. � � . . . . � .. BE IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. G 0 _1__ _Z__J i POCKETS SOLID � � ---------i F----------------------------- � THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION �-------------- i i BELOW NEW COL. ` ` � � i i � `-__ REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. ______________ _______________________ _ BRNG.�TYP. �� ------ � 1 �------- . � �� -r-----r-- �� 18'- 10 7/8 i i 6 -8 MAX. 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CELLS 3 �y rJ `S'� S , � � i I i > i � . -�. , ' ,'; s r, ' s1 A 'S� • �, s � 2 C12 X 20.7 2 C12 X 20.7 + AT�LINTEL BRNG.��P. �'�l�9��" '�" CF"�ECKE�: Checker � � �� -� ..,. -` ----------- -. ---------- �----------------------- - ------- G t,�,/Q -1-, �., ._. � � � � _ . ., : ----------- ----------------------------------------------- ------- �o �,F %,, APPR VED: A rover � � � r � o �.� � PP � ,,, i GC. IF WALL BTWN. 6''��cS� �9 , -�; ' ,;;_ . . � �-, :.. _- � co�unnrvs is cMU GROUT . c� DATE: June 06 2011 -=- . - ---------- , � '°.' _ ? _.',i .'< ;; _- , ----------------------------------------SOLID IN FULL HT. T i ' ,. �------ c 0 .� :� _: � , , � Q _.: _�...; � .�.._. .. . ; � � REVISIONS 1 , ... I i ' ' ------------------ i 1 BUILDING DEPT. 07/01/2011 � � i ------------------------- � � � , c�a : C---------------------------------------------------------------------� � 2 > , I � c'� N � � FOR 07/112011 �. �: r : , I�I y ,. G.C.V.I.F. � E BEAMS� 2 : .�; ;- . ,_ ,. :: �-<: _. . 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NOTE.VERIFY(E) ; a � -',:;, .. . . �. , =. ° , .. , . ..,. ,, �,,, -, . cu . . __.._ . _ ., '= ' CONDITIONS ARE AS SHOWN ,,� . . . . - . . . . . . " . . . � . . . ________ �_�___ ___________�_�_�_�_____�____ y . � . . . .� �. ':i, .' ';. �:,, .; . � . . . . . � . . . . . . . . . . . .._ � . . . . ,,:,,, •. � . � .. . . . .,: ,.°•. - .. - ,; ---------.- -- . .. . . "' . � . � . � . � . . . . � � . . � . � � . � .. .. � _ N TIFY AR H. TR T. < , ' _�, .. ; a� & O C &S UC '" .:.�.. ,.- � . ,. 4 :� ' ..:.: �. '.�._; ::;, > :; . . ..__. � _ .. ,... , ._ . _ '.: ,, ..,. �., _. :.,.� ., _ .. _ , _ . _ .. , _� .; ; _ � ENG. IN WRITING PRIOR TO __..,..,; ,. . . _ _ .r.. .i: ; .... _ .._ . _: o �. ,, �_ ,. ..`; � ,. � � �. �.�:: , _ . . .._ . . .. .. , . .. .. ��,LL. = ' ,.. .,.-:., �,_._a,;, ,... _ . _ _...� . _...,�. _ _ . , _.,_ _ ,. � _ ,_�::, . , _,r: �._ ,.., WILDFL WER ,. �., � , ... .:. -,.... �.-.:�,. _,:.., O � E HSS 5 X 5 COL. FABRICATION :,, .y_;: ,,.. .,; r _.�. �> , : � ) >�.. .� o - �- :�; -- _�, . :- ;;��°: . _ . �,.; :�, :: „: ; ---------- . . .�_. , � . ._ __ ., •-.-. ` --------------------------------------- �. . , _,_ ,�>.�_ ,:..,:•, ;� ------- - --------- -------- ------------- ----------- , _ � � .� , .. ,..� . ��.: ._ :, . . �: ; - ---- --- --- --- �-` ; : - RENOVATION THE o : . , ;.:� . _., .�.... - � �� , - .- _ �, �; ., z � ,...= �:, � .� , � , .- , .. . _... ., � .._._.: :. _ . 4,, . � :- ,, ' LODGE AT VAIL � : .,� � � ,.� .r _.v, , , _ .,,. -., ._: ;, .F .:._ , �. , :. ,,., .: .,, � o . . ,. � . --, -,_ .;. ;� __ � :,. : _ .� . � . . �,. , �� . . � . _ � . _ . y . . � . � � . - � . . � . � � . . � . . . . . . � � � . . � _ .. ,.:i� �� ..,...:'„ � . . . . . . ..� � � . . . . . . . . . . .. . . ..�-....._.,-._:� .. . . � . . . . � . . . , . . � . . . . .. . � . . .. _. ,. ��,: ...__ ._,. � . ,. �. . _ . .,..: � � , ISSUED FOR. � ..y. _ ;: ., �� c�� ._ ;: T.:: .:_. , , w . :: ;,-.,, . . . . . . . . . . . . _.,�`i:�_.,..' .� .. . . . . . '' .� . . . . . , a �� . .� � . . .. . . � . . . � . . .�� . .. , . 8 . . . . � . � � . . . � . . . � . . . . � . .,:,- .�:; . . . . . . . _;,�-`. .. ... .. . � . . . � . . . . � . . . . . . . . . . . � . � = ,. , , REFERENCE .. � ��R �� ' " ��1� �� _ � ,,: : ..,.r ., , , � �. , t�..,;::� ` _ .: . : , , .., ;�__� ; ,. . '� V .. � � . . . . . . . . � � . � . . . . . . � . . . . .,:: . . . . . ' . � .,-s : � . .� . . . . . . 'r4.`- '. . . � .�.� � . . .. . . . . � I. . . . . � . . . . . . . . " ..� � . . . . . .. � :. . . ; . . . . � ' � �,.. � . - .::..�. . . . . . . . . v+ ��_^; ... ...� � �� . . . . . ' . . � . .. . . . . . � . . . . . .Q . . . . . � . � � . . � . . � . . '.:.... . . . . . . . ..f. ;.� . . �oi.. ..;:. . . . . . . � � � �� . . . . . . . J :�; ---------------------------------------------- --- _ ,_. ' " ---- - ..,,;;� ..:: .. °. . ' P, _ ..,:;.. . , - -- ------ -- °'� , - ----------------- ----------- --- - .. ... ; ... ,_ ,,.,; s a�;,s, �� ,: .. .-t --- -- - - � ._ ----- ..- J i > ,:; � ..:� : _: :,e: -:.: -_,,.. � � , � ��t , :::,; L - ;,- ..,>.. � .,� .:-.. , , � �4 ,, . . .., -. `�, . _.�_�� - . ,.:: -,.. � ,:�.,: . .:• �,� � s�, � ... ..: � .:�:, - �,_ ...: I i _ . _.. . ,.;, �,_ . . � .., �as�� - ,,; SHEET TITLE. oc . ,_ ; :.:, , _,, � �_�.,, ti;F, , ,: i i .. .., � ..,;•. , ,_ �m. ,.. f_. , u:..:, a.._., <.: - �:� _ ;:` ��:;.,..:- i � ° ,_- _;w;., z�...; � T�-- � ._._. . N.: _ :- ,.,.,_ ;,�:�. ,, � � PRELIMINARYDETAILS . . . . . . . . . . . . . .. , :�-, � . §....,. . . . ..,�... . .. �.� � . ...- � � . � . . . . . . � ' .'+r :.i ..-,:' ,.--a .:" ��.�� . . . . . . . . r,. :.. . , . . . �� . .. . . . . � . � � . . . �. . � �..o. - �r .�� . . . ----- . . _. � .. . � . . . . .. . . . . . . . . . . . . . � . . . . . : .,.. --. ... . . . � � . � . . . . '� � . . . ...:. ., .., . ... . . � . . . . . . . . . . . . . . . . I�. .:. . . � ',.� �:,h -..� .r.�- n.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . ..� . . . ._` . . . . . . .. � . ;.: . .. . . . . . . . . . . . . . . . . . � . . � . . � . . . . . . . . . . . . ,y.� . . . . � _..�..: :. ,,. .. . .: _ .. � . . � . . . . . . . .. . . � . . . . . .. ;,; ,.. < _ , , - , � ,' � I e ,.: _, � . . n �,,,, .� _ .s � .-, � , I '__ „ - _ , ti: , � r ,_ r . , �..,;;, F._ , <;. . ; ---------------- -- 2 -------------- , .: -. _ s ---- - ------------------ � � .: � u_.. ., �. .. :. .._. . M_ . . I � .. v_ _ , _., . _. . _.. :.. ,.-�,_ ----------------------------- -- , -:, �.. . _ .. .., ,' ----------------- ;,_ _ � . . . . .<....,. . .a....s:- . . �_- ... .,,:, F ,. ,:..�: �� .r ..��'� .-:- . . . � . . . . . . � . . . . . � . . . . . . .i. . . ,.:.�. - . . � .... .� ...-: . � . . . . .. �,... �.. . . .. . NN. AT EXI TIN �� ' SCALE� As ind'cated CO S G u_� , � , F � �_ _ : , _� �.: .�.., ,_ � --;;: ,.:_. �� :_ �.ti '=.,: SHEET NUMBER � 6 � a 1 1/2"= 1'-0" c+� � � ic N ,� .. N LEVEL 2 TR T RAL PLAN LEVEL 1 STRUCTU RAL PLAN S UC U , T _ , 0 2 1 1 4"=1'-0" 1/4"= 1'-0" �N � 1.G.C. FIELD VERIFY ALL DIMENSIONS&ELEVATIONS 1.G.C. FIELD VERIFY ALL DIMENSIONS&ELEVATIONS � � XI IN TR T RE RI R T FABRICATION. T R I R T FABRICATION. RELATED TO E ST G S UC U P O O � RELATED TO EXISTING STRUC U E PR O O tiJ �� /� \ ' , q . . � . .. � . � � � ' . . . . .._.. . � � � �� . ~ . . . .. �. . . . . . . . . . .. . . . . . �. � � . � � . . . . . . . . . : . . . � . . � . . . . . . . . . . .. � . . . . . . . . . . . � . � � . . . � � . .. . . .. . . . . . . . . . . . . . . . . . . . . . . � . . � . . . . � . . . ... . . . . . . . . . . . . , PLUMBING GENERAL NOTES: PL MBING LEGEND U i 1. THE E UIPMENT SPECIFIEO ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS DESIGN. THE , . Q ALL SYMBOLS IN LEGEND MAY'NOT NECESSARILY BE USED ON THIS PRO�JECT USE OF REVIEWED OR SPEC�FIED EQUALS SHALL BE COORDINATED BY THE CONTRACTOR FOR SPACE ` 1�,>v,rn�,rnn�,r�w,r,�w,rn�v,�n�✓,�n�,r � nn�,r��-�v��w,�J,n%,r�v,�;w��:�v,� REQUIREMENTS, EQUIPMENT DIMENSIONS AND PERFORMANCE. � LINE DESIGNATIONS �� /*� � �j FIRE PROTECT►ON y i✓ i i i i nni r ni r � i �i>'YJ� � i��X��y��,`x�{/..��X�✓nr i,r n��✓iv,i,r �.�,i.��.�,y��ni,r n.��i,r T� /. i. �n �n ✓nn , nn. ✓ . �. . . i� .�� . �x�y��Y��x�x��x� , , . .. 2. (E) INDICATES EXIST1NG, (N) INDICATES NEW MATERIAL. R _ PIPING TO SAND/OIL SUC110N MAIN OR COLD WA'fER (CVI� ��s o�� POST INDICATOR VALVE � / INTERCEPTOR FlRE IJNE LEAD-IN n�[['�J jj ��[� -= HoT wn� H eQOw t�oaz oR cRn�E 3. �INDICATES POINT OF CONNECTION OF NEW TO EXISTING. tW16iIH I L�II WIL� . � � NON-INDICATING VALVE w PUBLIC WATER MAIN iw INDIRECT WAS1E � - ---- Hor wn� aRCUU+nNC �NOri �s�NC s�) F FlRE 4. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN ARRANGEMENT AND EXTENT OF � cH,�� , 3003 Larimer Street cw cREnsE was� ou�oE scaEw a� Yace sP FlRE sPRiNK�R SYSTEMS. DO NOT SCALE DRAWINGS NOR USE AS SHOP DRAWINGS. WHERE ALTERNATE ROUTING, w SANITARY WASTE (IN) � VALVE (RISING STEM) ; neovE cRn�E oR �.oat r+P NoN-aoTas� wn�R OFFSETS AND TRANSITIONS ARE REQUIRED FOR COORDINATION OF ALL WORK, THIS CONTRACTOR De11V@1", CO HOZOrJ ,Y FlRE DEPARTMENT CONNEC710N �� FlRE sr^HO�'iPE SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. n A" hone 303.861 .5704 � � SANITARY (BUILDING DRAIN) C NATURAL GAS —pFSp M � BELOW GRADE OR FLOOR '�-�` FREE STANDING FlRE DRY FlRE STANDPIPE �' UQUIFlED PEIROLEUM GAS " DEPARTMENT CONNECTION � AUTOMATIC FlRE SPRINKLER ------- s,wiTazY v�T (v) s�rs� �RwN 5. CONTRACTOR SHALL NOT SHUT-OFF/PUT OUT OF SERVICE ANY SYSTEMS/SERVICES WITHOUT FiRST AA AINWA R DRAIN � COMPRESSED AIR � WA7ER FLOW SNATCH � � sroa /R � COORDINATING ALL DOWNTIME WITH OWNER S PERSONNEL ' ABOVE FLOOR OR GRADE Po PUMP DISCHARGE � NEW SPRINKLER HEAD � ��SD�� STORM/RAINWA7ER DRAIN _�� ALARM CHEqC VALVE � ; : eaow �.00R oR cR��E Pc PuMPEO coNOO�snrE — (HORrzoriTU oR v��cn�) pE oasnNC saRiNK� HEno 6. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER S RECOMMENDATIONS � UNLESS SPECIFICALLY DIRECTED OTHERWISE. � OVERFLOW DRAIN D EQUIPMENT DRAIN - � ABOVE ROOR OR GRADE � ORY PIPE VALVE SIDEWALL SPRINKLER HEAD OVERFLOW DRAIN; � lEMPERED WA7ER --ao-- �TM� � sP�NK� rt�sEtt 7. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLING SLEEVES, INSERTS AND '- ' �"" BEI.OW FLOOR OR GRADE �_ DELUGE VALVE OR _ PREncna� v�vE SUPPORTS AS REQUIRED FOR HIS WORK AND/OR CORE ORILL REQUIREMENTS. � � �: _ ,, ,,,;, ;. ,„., ,. , P FlRE HOSE VALVE CABINET "�"� .�� >fi ir �;�%v;:>:�, x,�i>�r:xiu�.�;i; vxi:;�:ri:, ,<f. �.;r � [� �� , f?'� y-`<1 , ; n.,.,., ,.. „ ,. �`i ;;,�'. i;�,; PRESSURE SWITCH �w (SURFACE MOUNTED) ,. ; �' % ��;f r; —`— 8. CONTRACTOR SHALL CLOSELY COORDINATE'NEW MECHANICAL WITH ALL NEW AND EXISTING ��-= `': - ��> x � VAL VES and FITTINGS�� %.; �� vA�,� . � ti- �/� ?�./� ;�, ,, � ,, ,. , „ , ; , y.; � �Y.,y � k ,: � � . �- �� ,y�;>>,y —�- FlRE HOSE VALVE CABINET ' m��_:- ' , , ,��.�> ,<.. , x . . � ,Y.�� .. .. , , Y Y. T, �, y , �Flr� HosE va�.vE) MECHANICAL, ELECTRICAL, ARCHITECTURAL AND STRUCTURAL MEMBERS. � . (RECESSED) o-- E�eow ua —� er� vn�vE E N G 1 N E E R I N G anic� oRaN v,v.vE F FlRE suwoPiPE 9. ALL MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT VERSION OF THE leadershi thr h E ineeri � C ELBOW DOWN —�— GATE VAIVE � AND SIGHT GLASS XX DESIGNAl10N p � � � e INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE, INTERNATIONAL MECHANICAL CODE, AND ' —�-- �E ua vQ.,TURi eur�a�Y vn�vE INTERNATIONAL PLUMBING CODE; INCLUDING LOCAL AMENDMENTS. 5420 Ward Raad.Suite 20� �— W/TAMPER SWITCH SP FlRE SPRINKLER RISER - � �e oowr� oES�cNnnor� Arvada,Colorado S�U�2 1838 �— CAUBRATED BALANCE VALVE XX 'IO. CONTRACTOR SHAIl PROVIDE SUBMITTALS ON ITEMS LISTED IN MECHANICAL EQUIPMEM LIST TO —� �sE oR �ROP ou�oE ucHT nr�o How� e Phnne:303-422-7400 —T— �uc vuvE � THE ENGINEER FOR REVIEW PRIOR TO THE ORDER, PURCHASE OR INSTALLATION OF THESE SAME —�— BRANCH-TOP CONNECTION NEEDLE VALVE U TAMPER SWITCH ITEMS. F8X:3�3-422-�9�0 � � —�— .. www.bcer.com eRnNCH-eorroM coNNECnoN _�— sao�oio vn�vE p.-�.H FlRE HosE RncK 11. NATURAL GAS INPUTS ARE AT SEA LEVEL 3�1 GATE VAIVE IN VERTICAL PRESSURE REDUCING VALVE � ,.., ,,, ,, , ., „.. � ,:. , , . , ��,< r;�r,',1 ,,�� y,'`�y:�''' 'yK'y�`'�, r'.'"•�'',',`�`y..'`,''�^' ',,; ' r�yi�:;;>, '�� 12 PROVIDE ALL WATER HAMMER ARRESTORS WITH ISOLATION VALVE WITH ACCESS OR ACCESS DOOR. .^ ` ; � P-�� ---;;,— �E� �,�,� ;>� ��,�;MEDICAL GAS S,YMBOLS�%;-:y�,�� . . . . . . . � � . . � . . . � . � . . � . . � . . . � � ... . . � � � . y"/x��`;:>>i y x r i> R,x�� x.x i>� �x�i >,>,i.y u.x i>- �x�r x>.i r x�; , r.�,i� �,�%/,�.,/ . . . . . . . . � . . � . . I -�— a.oeE va�vE 13. ALL THREADED HOSE CONNECTIONS TO DOMESTIC WATER SYSTEM SHALL HAVE AN APPROVED � C PIPE CAP OR PLUG MEDICAL GAS WALL OUTLETS N NITROGEN ', --t}f-- uNioN VACUUM BREAKER. IE: HOSE BIBBS, WALL HYDRANTS, SYSTEM DRAINS, EQUIPMENT DRAINS, EfC. �— BUTTERFLY YALVE --� OXYGEN —N20 NI'TRWS OXIDE I WALL HYDRANT YNTH � YACUUM BREAKER �— BALANCING VALVE � VACUUM oX OXYGEN . HOSE 8188 YNTH VAWUM -� GAS v�C YACUUM � BREAKER �- GAS COCK -� MEDICAL COMPRESSED NR My VACUUM —4 SHOWER,HEAD MEDICAL TEMPERA7URE/PRESSURE -O NI7ROGEN SCOPE OF WORK REIJEF VALVE ►u MEDICAL COMPRESSED AIR EXPANSION JOINT --■ NI7ROUS OXIDE p� . . . . . . . . . —�� DENTAL VP.CVVM . . . . . wns� nr,ESn�ES�n • REMODEL KITCHEN, BAR, DINING ROOMS PIPE ANCHOR AUTOMAliC AIR VENT --�W DA DENTAL COMPRESSED AIR � �_ GAS DISPOSAL — I I _ PIPE ALJGNMENT GUIDE �� ZONE VALVE 80X MANUAL AIR VENT - � PIPE HANGER � XLYXX/YXX/YXX/YXX/YXX/YXXLYXX/YXX/YXXLYX ' e j , v� F1E)OBLE CONNEC710N � GAS PRESSURE REGULATOR �/'IBORATORY SY MBOLS C . . � . . . � . . . ' . � . . . .. . . .. . � . . . . � . . . . . . . � k X/Y�r Y/Y X X/%X X/Y x X/Y X X/Y k X 1�Y`,<X/Y X X/Y�c X/Y)!�{f�Krxk�}��/�X . . . . . . . . . . . � . , S7RAINER T — u'— PRE55ED AIR p DEIONIZED WATER ; PRESSURE/TEMPERATURE TAP LAB t�l � tc LAB GAS (NAT. OR PROP.) DIC DEIONIZED WA1ER CIRCULA7ING .�� STRAINER W/BLOWOFF VALVE � PRESSURE GAUGE � '�,' �v LAB VACUUM �w U18 WASTE d FS ABOVE FLOOR OR GRADE ROOR SINK: � FLOW SNATCH . � (i/2" GRATE SHOWN) - -leD- - LAB BUILDING DRAIN S BELOW FLOOR OR GRADE �= ROOR DRAIN � PRESSURE SNATCH - -LVT- - LAB VENT � �- PI J ROOF DRAIN �_ PRESSl1RE INDICATOR r yy yxxiyxxiyxxiyxxiyxxiyxx�:yxxi_r� i � , �,, , �j �.� � ; , �; ^o o��ow Ra� oR,�N —��- �� %�%'�,,�,. . > �� MI SCELLANEOUS ;� : . �. ., ,�, � � . , ��: > , , � . . . . . . . . .. . . . . . ;:�";%>�..,., �:,.ir i., xt.. >',.;r:, rx;<; rxXi.3'.<,i7n.ciy�,F//XX ", r'/�'f�:�/Y. . . . . . . . � CLEANWT. FLOOR (FCO) �� GAUGE COCK 4e $ OR GRADE (GCO) DIRECTION OF VIEW EXIST. LJGHT LINE WEIGHT FOR WATER HAMMER ARRESlER /� EQUIPMENT. PIPING. SYMBOLS, - �PIClURE DESIGNATiON � TEXT, ETC. INDICATES EXISTING --� CLEANWT� WALL (WCO) � W/ BALL YALVE NE4V CONDITIONS WITH NEW WORK SHOWN AS DARK SECTION DESIGNAliON � ClEANOUT PLUG (LCO) 4 AQUASTAT � .j SCR�IG TON ECREMOVED (� . � � T � DOWNSPOUT NOZZLE � VACUUM BREAKER M-? 2 s Z EXISTING TO BE REMOVED � —�— VALVE IN YARD BOX DRAWN ON 1HIS SHEET � H POINT OF CONNECl10N —� METER (GAS OR WAlER) � NEW TO EXIS7ING �-[ HOSE END BALL VALVE P DESIGNATION ACK z � S�,M ,�� ,�TM VACUUM BREAKER XX BCER CONTACT LIST a �— (INDICAlE TYPE) —� BACKFLOW PREVENIER L STORM WAlER LEADER ` 1 , �P�n1uRE cnur� xx oES�cNnnoni 303-422-7400 FAX 303-422-7900 W � e � .. . . . .. . . . . . . � .. . . . . . . . . �� . . . . . . . � . . . . . � . .. � � . . . � � �i� � ' ,r ;�� v'/��N`��//v�!✓/�/�!a//Y'Y✓/�i'lla'/'v'\/ ' `� � '� M, �'� ' ''�'� y'/ �f�'� `�` ' . . . � . . . . . . . . . . . . .. . . . . .. . � . � . . . . . � � � . � � . � ABBREVIATIONS <y � �j�; � � � � � � � � � � ��Y��..��!��y��..��,�'�X��y��?xx��,� ��,�,,,_�„�.�,.,�,. �.� ��.�U:,�.��,`��x�v�x��.'�'r�x� i� :�i��?4�. ?�', , ,r'�r..,�� PROJECT DESIGNER Steven� Inlow� EXT. 281� sinlow�bcer.com AFF ABOVE FlNISHED ROOR DIA, D DIAMETER 7YP TYPICAL (E) EXISTING AP ACCESS PANEl I.E. INVERT ELEVATION VCP VI7RIFlED CLAY PIPE (R) RELOCATED C COMMON NC NORMALLY C1.05ED VTR VENT 1HROUGH ROOF p CAST IRON NIC ` NOT IN CONTRACT (N) NEW ,. � �EL. CENiER LJNE ELEVATION NO NORMALLY OPEN / � `i�i��l�!/��!,�/YY,!iv��.�i/1�/VU�iiyv��iXr�i'��.',i�Yv�fYU��/Y � - EQU►PMENT ABBREVIATIONS � �, , . , , �� , � .Y %��v��w��,vY,��vv,��v��,��vv.��v�,��vv,��vv,�r,�,��v,��vv� � v ,v r f�� AB � AIR BLENDER � � � CRAC COMPUiER ROOM�PACKAGED AIR �� HF � FlLTER - HEPA � � � HTHWP � PUMP - HIGH TEMPERANRE � � � � � � � � � � � � � � � � � CONDITIONING UNIT � A�L AIR COMPRESSOR - IABORATORY IF FlLTER - IN7ERMmIA7E HWP PUMP - HOT WA'TER CRP CONDENSA'(E RE'iURN - PUMP AC-M AiR COMPRESSOR - MEDICAL PF FlLTER - PRE RP RADIANT HEA7ING PANEL «�—� �o�SA,� RE�,RN — S,� PLUMBING DRAWING LIST , AC-SH AIR COMPRESSOR - SHOP POWERED PUMP Ftft FlNNm 7UBE RADIATION - HOT RPBFP REDUCED PRESSURE BACKFLOW WA'(ER/STEAM PREVEN'fER W nc-rc �uR coMPRESSOR - �P. cor��a cor�v , coNV��R ShEet NURtbe� Sheet TItl6 ACCU AIR COOLm CONDENSING UNIT CT COOLING TOWER ' � FlRE/SbIOKE DAMPER RV RELJEF VALVE FURN FURNACE RN ROOF HOOD � �uc-E niR cuRTaN - aFC�ic on o�nTOR P0.1 PLUMBING LEGEND AND GENERAL INFORMATION = HX HEAT EXCHANGER R'iU ROOFTOP UNIT ac-c aiR cuRTwN - cns owH ooMES�c wn� HEn� P0.2 PLUMBING SCHEDULES � � HEAT D(CHANGER - PLA7E AND SEP SEWAGE EJECTOR PUMP AK-HW AIR CURTAIN - HOT WAlEft DWS' DOMESIIC WA7ER SOFTENER FRAME SAU SOUND ATTENTUATOR WORK PU1N � °- P1.1 LEVEL 0 PLUMBING REMOVAL AND NEW � AHU AIR HANDLJNG UNIT EDHC ELECTRIC OUCT HEATER HP � HEAT PUMP SP SUMP PUMP e� eAac�ow PREVEN�R Eccu EVAPORAliVE CONDENSING HUM HUMIDIFER P�.2 LEVEL 1 PLUMBING REMOVAL AND NEW WORK PIAN � CHILLER/CONDENSER TH TERMINAL 80X � EBB BASEBOARD RADIATION - ELECTRIC IAT INDUC710N AIR TERMINA� � o Ev-cv IXHAUST VALVE - CONSTANT VaLUM 7MV THERMOSTAlIC MIXING VALVE PZ.1 PLUMBING DETAILS AND ISOMETRICS e ea� iRH � EV-W EXHAUST VALVE - VARIABL.E VOWM INFARED HEAIER EUH UNIT HEATER - EIECTRIC � � CUH-E CABINET HEATER - EIECTRIC � 0 ET-CW EXPANSION TANK- CHILLED WA7ER LOUVER UH UNIT HEAlER - HOT WAlER N CUH CABINET UNIT HEATER MAU MAKE-UP NR UNIT ET-DWH EXPANSION TANK - DOMESl1C WA7E UV UNIT VENTiLATOR N CH-ABS CHILLER - ABSORP110N ET-HW EXPANSION TANK - HOT WATER SPRV PRESSURE REDUqNG VALVE VP-H VACUUM PUMP - HOUSE z CH-AC CHILLER - AIR COOLED � CWP � PUMP - CHILLm WATER FAN - EXHAUST VP-L VACUUM PUMP - LABORATORY � CH qiILLER - CENTRIFUGAL CSP PUMP - CONDENSER R� FAN - RENRN AIR �-M YACUUM PUMP - MEDICAL � CH CHILLER - REqPROCA7ING REF FAN - RENRN EXHAUST DCP PUMP - DOMESTIC qRWLA7ING FVAV VARIABLE AIR VOLUME BOX - FAN . 3 CWC COIL - COOLING HRP ' PUMP - HEAT RECOVERY POWERm � SAF FAN - SUPPLY � • DHC COIL - DUCT HEAl1NG DWP PUMP - DOMESTIC BOOSTER HYAV VARIABLE AIR VOLUME BOX - FAN t- HRC COIL - HEAT RECOVERY FCU FAN COIL UNIT DIWP _ POWERED W/ HEATING �POD�RE(��f j, Q PUMP D.I. WATER � � HWC COIL - HEA'f1NG _ � : , 0�;� � � FlL'TER - ELECTROSTA7IC ��+ :g S1(r� F�P '� MI •• O � FlLTER - FlNAL a,�� :� PHC COIL - PRE-HEAT �a ZSSO1.. N� . • • � . � z . . . . . � . . . . . . � . � . � � . . . � � . . . . � . . . . . � � � . � . � . � . . � . . . � � � � . . . . � � . . � . � . . . . . . . . . . . . ..r��- . . �l . . . � . � . . . . . . .. . . . . . � . . . � . . . � � . � . . . � . � . � ,. . .. . . � . . . � . � . � . . . � . � . . . . � . . . . . . � . . . . • . . . � � �'��s��'� . . • i z F`�S�QN AI.E��\� � � � 8 3 �� o z a 0 z w '; � ' J PROJ. N0. 21111027.00 � m . DRAWN: SEI � . J CHECKED: SEI � 0 APPROVED: RDM II � i � � DATE: June 06, 2011 � , ^� REVISIONS: z � °� 1 BUILDING DEPT. 07/01/2011 j Q�n RESPONSE � � � � ' 2 FOR 07/11/2011 o� CONSTRUCTION z/ —� 3 VE FOR 08/04/2011 Q o CONSTRUCTION � � � w o ''i �� O OZ ARCHITECTURE o � a '� o . °w WILDFLOWER � � __ RENOVATION -THE w -'- LODGE AT VAIL - 0 z� ISSUE FOR: � � � REFERENCE . J � � . � .� . � . . . . . . .. � � . . . . � . � � . . .� . . .. . . . . . . . . . . . � : � � . � . � � . . . � . . . � . � d� � . . . . . . . . . . . � . � � . . � . � � . . . � . . � � . . .. . . . . . . . . . . . . . � . . . � . . . . O o� T�Wt1 �f i��d� SHEET TITLE: �o �E�II�VyE� ��R �� PLUMBING LEGEND AND ui �� C�P��LI GENERAL INFORMATION ,� �� N ��e_ �- �2Z ,- (� 0 o , �T o� � � Je— . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N ��; �li�. SCALE: N/A � �Od�: � r SHEET NUMBER ,--.� � i� xu x . �i J. � . . . . � . . . . . . . . . � . � . . . . . � . � � . � � .�. � � . . . . . . . . .. . . . .. � . � � � OWNERSHIP OF OOCUMENTS: . .. .: . . .. . . . . . � . ALL�RA4ANG5,SPECIFICATIONS ANO O7HER WORK PROOUCT OF 7HE ENpNEER FOR THIS PROJECT ARE INSTRUMEN75 OF SERVICE FOR THI$PRQIECT ONLY . II Q��. . � � . � � � � � � � � � � � � . � � �� . , �� . � .� . � � � � � � . . � � . .�AN�SHALL REMAIN lHE PROPERiY OF,THE ENGINEER WHETHER THE PR0.IECT IS COMPLElEO OR N�T. REUSE OF ANV OF THE INS7ftUMENTS OF SERVICE OF � � '�� . . . . . . . . .. . . . . . . . . . . � . � . . .. . . . . . � � . U . . . . . . 7HE ENGMEER 8Y THE OKNER OF EXTENSIONS OF 7N15 PROJECT WI7HOl1T NRITfEN PERMISSION OF THE ENGMEER SHALL BE AT THE OWNER'S RISK AND T}7E � w(n � . � � � . �� . � � � � � . ' . � � � . � � � � . � � . . : . � � . � � � � � � �. . � � . OWNER AGREES TO DEFEND,INDEMNIFY AND HOLD HARMLE55 7HE ENGINEER FftOM ALL CLAIMS,�AMAGES,AND E%PENSES INCLUDINC ATTORNEYS'FEES � � � � � � � �i � .: . � � ' � . . � � . . . . � . � . � � . . � � . � � . .. � . � . � . � . . . . � � AftI51NG OUT OF UNAUTHORIZED REUSE OF THE ENCINEER'S INSTRUMENTS OF SERVICE BY 1HE OYMER OR BY O7HERS ACTING TiROUGH 7HE OWNER. � � �� . . . . . . . .. . . . . . . . . .. . � . . . . � . . � . . . . . x� . . � � . . . . � . . .. . . . .. . . . . . � . . . . � . � . � . � . . � . . � . � � . . . . . �. . . .� . . . � � . . � . . . . a . . � � . . . . . . . � . . . . . . . � . . . � .. � � . . .. . � � . . . . � . . � . . � � .. . � . . . . � . � . . . _ � PLUMB ING FIXTURE SCHEDULE �+ � �+ � �, 440.02 RE Mf(�t. FUQiJRE MODEL FQ�I� IAOUNi1NG S1YI.E FD(N NSTAI.Im FLUSH VALVE FU1SF1 VALVE MODEL. RE NSTIILLED FLUSH VALVE FAUCE� MFqt. FAUCEi MOOfl. F WSTALLED FAUCET SiY1.E FlXIURE MOUNiNiG HE1GFif IIF.F RpAARI(S MFGR. $� FlXNRE 1FGR FlXTURE MODEL Fla1SH VAWE FLUSH Vi1LVE MODEL FAUCEf IFqi. FMICET MODEL , MFCYt. FD-1 ROOR DRAIN FlNISHED AREAS J.R. SMITH , _ 2005 NA Nq Np Hq Nq �q � _ KfTCHEN � (1) PROVIDE WITH SmIMENT BUCHEf, 3/4 GRATE FS 1 ROOR SINK INDIRECT J.R. SMITH 3]50 NA ryq ,� 2 A�CN11EC1��E ( SINKS) NA NA NA NA � ) ` KITCHEN FS- . 2 FLOOR S1NK J.R. SM fTFI 3200 ' WA , DISH WASH 1 i NA MACH NE NA : c 3003 Larime � w� r Street � r� rN r�n . � 2 ) Denv r GENEFUIL FlXTURE NOTES e , CO 80205 hone 303.861 7 I - (�) PR(�IDE W(TH TRAP PRIMER CONNECTION. WHERE TRAP PRIMERS ARE NOT INDICAIED PLUG CONNECTION. P . 'rJ O4 � 1. PROVIDE INSULATION KITS UNDER ALL HAND SINKS WHERE PIPING D(POSED. ° ' 2 PROVIDE WtTH NICKEL BRONZE 1 2 O / GRA7E. ARC COATED INTEPoOR. AND SEDIMENT BUCKET. i (5) PRWIDE TRUEBRO INSUlAT10N KIT ON ALL D(POSm PIPING. i �� (7) PROVIDE TMV-1 UNDER HAND-SINK. SETTING DISCHARGE TEMPERANRE TO 1 tU'F. � t - �; , :�. , , � � ' °°Q�` �.. . , , (9) COORDINATE LOCATION AND INSTALLATION WffH GARBAGE DISPOSER. -� � ��:LL : � , ENGINEERING lead',ership through Engineerin9 s4�o.o� 542U Ward Road.Suite 20� THERM �'s°z4,°, Arva�a.Colorado 8�002-1838 OSTATIC MIXING VALVE SCHEDULE l / , PLAN CODE MFR. MODEL INSTALLED SERVICE , . ,�:3s.,� Phnne:303-422-7400 TOTAL CAPACITY GPM INLEf TEMP. F OUTLET TEMP. ASSE REMARKS Fax:3�3-422-190U MFR. MODEL •F STANDARD �v—� ` _ www.bcer.cnm POWERS LFe480 POIM OF USE LAVATORIES. HAND SINKS 1.9 �� 02 �o�o ` (�)(2)(3)(4) � I ' � 1 L - ' ' O OCATE IN ACCESSIBLE LOCATION OR PROVIDE ACCESS DOOR. 3 LEAD FREE BRASS BODY , � ) � (2) ALL MIXING VALVES TO HAVE CHECK VALVES ON BOTH HOT AND COLD SUPPUES. SOME UNfi'S NAVE INTEGRAL CHECK VALYES. VERIFY EACH (4) GPM BASED ON 10 PSI PRESSURE DROP. LOCATION HAS CHECK VALVES. j i � � I . � . � � . . . � . . . . .: � . . . . � . . � . � . . : � � � � . �. �� . . . . . � : � � � . . . . . . � . . � � � . . . . . � . � .. � . � . .. . .. . . � . . . . . ... . . . �. . � . . � � � . � . �. . � � .. � . . . .. �. . .� . . . � . . '1'L 1 . . � � � . . �. � .. BACKFLOW P 2��a8,oe REVENTER ASSEMBLY SCHEDULE o6,02:,, 13.30.23 PLAN CODE TYpE SYSIEM MFR. MODEL INSTIILLED QUANTfTY LJNE SIZE PRESS. DROP (PSIG) MIN. FUNNEL DRNN REMARKS ' MFR. MODE (INCHES) SIZE I L 8FP-1 HORIZONTAL RmUCED PRESSURE DOMESf1C WATER WATTS 55009QT � � �. .. /2 12 1 ��)�2)�3)�4) (1) COMPLE�E ASSEMBLY W(M VALVES, FULL LJNE SIZE (3) PROVIDE FUNNEL WITH FULL SIZE DRAIN TO FLOOR DWUN OR TO � (2) PROVIDE TESIING AND CERTIFlCATION IN ACCORDANCE WITH COLORADO REQUIREMENTS. IXTERIOR OF BUILDING. OPT10N TO PROVIDE SHUT DOWN DEVICE. (OBTAIN APPROVAL BY CODE AUIHOR(iY) : (4) STIUNLESS STEEL � � � �� s4ea.oi GREASE INTERCEPTOR CALCULATIONS os za o GAS EQUIPMENT SCHEDULE �6131, 172329 EXISTING GREASE INTERCEPTOR MEASURES 20" X 28" X 32" = Puw cooE rraE / sEmncE aruH c� MiN. cns Mnx. c,�s Flru� RE�Ks 17920 CU.IN X 0.5541 = 9929 OZ. / 128 = 75 GALLONS INPUi PRESSURE PRESSURE CONNECnON (iN. w.c.) (iN. w.c.) sizE EXISTING GREASE INTERCEPTOR IS A 75 GALLON/150 LB GAPACITY (INCHES) RECESSED MOUNTED FLUSH WITH FLOOR WITH FLOW CONTROL VALVE KITCHEN EQUIPI�ENT FIXTURES — SIZING METHOD �1 (PLUMBING DRAWINGS INSTITUTE MEfHO� � 3—COMPARTMENT SINK 39 GPH 0.65 GPM P24 PASTA CooKER t50,0o0 18a 5.5 10 3/4 � � DISHWASHER 70 GPH 1.16 GPM DISPOSAL 3.50 GPM P� �t�a 3so.000 a32 8 ta i t/4 SUBTOTAL 5.31 GPM P26 OVEN $5,000 102 8 �4 3�4 W FIXTURES - SIZING METHOD #2 (JOSAM GREASE INTERCEPTOR SIZING CRITERIA � P28 BROILER 84,000 100 8 14 3 4 � PRE—RINSE 15 GPM / 3—COMPARTMENT SINK 25 GPM DISHWASHER 3.5 GPM P28 BROi�ER 84.000 100 8 t4 3/4 SUBTOTAL 43.5 GPM ' P29 BROILER '90.000 108 8 14 1 1 4 � ' P30 RANGE 220,000 384 g �4 � � � NON—K(TCHEN EQUIPMENT . � AHU-1 NR WWDLER 250 000 . 300 13 14 1 ' MAU- - 1 MAKE UP AIR UNIT 400,000 48p 13 14 � RH-1 ` RADIANT HEAT 50.000 60' 4.5 ' 14 1 ; R - H 2 ,RADWJT HEAT 50,000 60 4.5 14 1 � RH-3 RADUWT HEAT 50,000 60 4.5 14 1 ' � 4 p � 1 1 . � � FlRE PfT FlRE PIT 250 000` 165' � 4.5 14 1 ; � OTAL 2,263,000 2579 � _ ._ _ _ _ _ _ _ __ __ . __ __ _ _ _ . ._ _ _ _ _ _ . _ . _ i GAS SUPPLIED BY • SOURCE GAS, 5.0 PSIG (2) 8711H HEATING VALUE: 751. � � � (5) SEE PLANS / SCHEMATIC FOR REGULATORS. 3 HARD PIPE FlNAL CONNECTION. � � � KITCHEN WATER HEATER WORK 6 5�� —� SHEET �°�8�° � 13:33:22 � PLUMBING FlXTURE WATER USAGE NUMBER OF MAXIMUM HOURLY WATER o (GALLONS PER HOUR) FlXTURES USAGE PER 7YPE OF FlXNRE d- (GALLONS PER HOUR) o PRE-RINSE 32 1 RF N 32 ��... ��s • .,,��:••'M�'••.TF ' o : B. sko;�'�. � BOOSTER HEATER FOR DW 70 1 70 V:J� �.Q N . . . . . . . . . . . . . . � . . . . . � � � . . . � . . . . . . . .. . . . . . . � id N: . �, � HAND SINK 5 3 • 2$$0'�_ • � 15 . . 3-COMPARfM • �' • � � KITCHEINf SINK � � 39 F�,'••....••'�\C'+ ' � S�4NAl E1� ; J PREP SINK 15 1 ' 15 0 � 0 3-COMPNRTMENT ' tS 3 il = BAR SINK 20 1 20 c� � TOTAL 191 c� z W PROJ.N0. 21111027.00 m � � (.04 x $]5Q / 1000 + 1 = � AD,1. FACTOR THIS RE5TAURANT IS SERYED 8Y THE BASE BUILDING SYSTEM AT 140 DEGREES FARENHEfT DRAWN: SEI � WHERE 8150 = ELEVATION OF FACILITY o CHECKED: SEI � i ' � . (nw. FncroR) x ts� (cPH) = 252 cPH us�cE APPROVED: RDM � w _ DATE: June 06, 2011 � 252 (GPH) x 100 (DEG T. RISE) x 8.33 (lBS/GAL) / ■.80 = 262,395 BTUH OUTPUT I�IN. REQUIRED N REVISIONS: � °' �DEVICE EfFlCIENCY REWIRED BY STATE HEALTH DEPARTMENT 1 BUILDING DEPT. 07/01/2011 a� � RESPONSE � / 2 FOR 07/11/2011 o CONSTRUCTION � � 3 VE FOR 08/04/2011 0 � . CONSTRUCTION a� � w-;, O OZ ARCHITECTURE . � J � � � � . . � . ' . . � � .. . . . � . � . � . . � . . . � . . � . . . . . . . . � . . . . . . . . . . � . � . . � . � . � .. � . �� . . . � . . � � . � � . . . � � � � � . . . � . . . . . . . . . . . . . . . . . . � � . . . . . .. � . . . . . . . . . �,. �W W , S � n- WILDFLOWER c�>° : RENOVATION -THE . ., z LODGE AT VAIL � ma � �, ISSUE FOR: �o REFERENCE . � J � � � . � . . . . .. . . . . . . . � . � . . . � . . � � � � - � � � . � . . . . � . . � .. . N/ � 3 i i T�l4�� I�i� SHEET TITLE: 0o RE�/I�� PLUMBING SCHEDULES . . ..J� � � � .. . . . . . . . . . . . . . . . . .. � .� . � .. � � � � � . � . . . . .� � � � � . . . . . . . � . � . . . � � . .. �� . � � ��8�99� �� . � � . . � � . � �. . - j � ��< � ��Z �� SCALE: N/A _ �� e -� SHEET NUMBER �w � ii Q Od�m LL U OWNERSHIP OF DOCUMENTS: W� . � . � � � � . � . . � � � . � . � � . � � � . . . � � �� . � ALL DRAWINGS,SPECIFICATIONS AND OTHER WORK PRODUCT OF THE ENGINEER FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE FOR THIS PRWECT IXJLY � � � �� _ � . � � � . � . � . � � . . � �� . � . . � . �� . � � . . .�. . � . � . . AND SHALL REMAIN TME PROPER7Y Of THE ENCMEER N4IETHER THE PR0.IECT IS COMPLE7E0 OR NOT..REUSE OF ANY OF THE INSTRUMENTS OF SERVICE OF. � � � . � � � � � �� iHE ENGINEER BY THE ONTJER OF EXTENSIONS OF THIS PROJECT WITHOUT WRITTEN PERMISSION OF lHE ENGWEER SHALL BE AT 7HE OWNER'S RISK AND 7HE � � :� � � � . .. . � � � . � . . � . � . � . . � � . � . � � . ' � . . . 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F__.,_.._ .._.____�,.,_ �_._.! E_...._.., ._...�_� _._,. ._. _,_w�_�.__,�_.,�� ..__.� __.__.�w.._...� _ _ ; � WITHEMERGENCYSHUT-OFF. ; , � � � PROJ. N0. 511040.00 ; RE:ARCH PLANS. PROVIDE GAS w�-- -----_ _,.__..__�__---_ _ .-_�_____ _� _:� __�_:__ _�__�_ ___.___:� ,.---; -_ __.__:------- -----, _�._�_�_��___,..,__._.__�_.�..� ' , ' PIPE"VENTING SLEEVE"AS � , , REQUIRED BY CODE. , , , DRAWN: SEI i , , , , _ , � CHECKED: SEI i , ' � � ' APPROVED: RDM ' LEVEL 0 PLUMBING NEW WORKAND; REMOVAL PLAN : ' '� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _' DATE: JULY11, 2011 REVISIONS i 1/4"= 1'-0„ , , , , i , , , , i : 1 Bidg Dept 07/01/2011 ; � , General Notes ; Work Notes ; Work Notes (cont'd) i ; . Gomments 2 FOR 07/11/2011 � , , CONSTRUCTION ' 1. ALL FIXTURES FURNISHED BY GENERAL CONTRACTOR. O REMOVE EXISTING SINK,EXTEND 2"W,1/2"CW&1/2"HW TO NEW HANDSINK. 14 PROVIDE 6"STAW�ESS STEEL CONDUIT FOR SODA LINE ABOVE. 3 VE FOR 08/04/2011 � ? , 2. PROVIDE STOPS ON ALL WATER LINES AT FIXTURE. REFERENCE WORK NOTE 2.i CONSTRUCTION a 3. PROVIDE TMV-1 AT ALL HAND SINKS AND SET TO 110°F.MAXIMUM 15 PROVIDE FUNNEL FITTING FOR 3/4"CONDENSATE DRAIN FROM COOLER �� 4. ALL WATER LINES STUB-UP TO FIXTURE ABOVE 2O LOCATION OF NEW HANDSINK ABOVE. EVAPORATOR TO P-1 PUMP. a , , , , ' , � �0 OZ ARCHITECTURE � � ' , 1� 3O REMOVE EXISTING 1/2"CW,1/2"HW,2"W,&1 1/2"V.COORDINATE EXTENSION OF 16 PROVIDE LITTLE GIANT MODE�VCMA-20ULT PUMP WITH RESERVOIR,1/50HP, � , , N , , SERVICES WITH NEW WORK;DO NOT LEAVE ANY DEMO END RUNS. 115V/1ra. , , , � � � 4 EXTEND 1i2"HW&1/2"CW TO NEW POT/PAN SCRAP COLLECTOR.PROVIDE 2"IN- 17 FLOOR PENETRATION FOR 6"STAINLESS STEEL CONDUIT FOR SODA LINES. � � � , O DIRECT WASTE TO NEW 3"FS-1 AND TERMINATE WITH(2)PIPE DIAMETER AIR GAP. O , , , WILDFLOWER � 5 18 PR�OVIDE 112"HW&GW TO NEW HAND SINK. PROVIDE NEW 2"WASTE AIR , , RENOVATION - THE � � CONNECT WASTE LINE TO NEW FLOOR SINK ABOVE. A MITTANCE VALVE ABOVE FLOOR REAR OF FIXTURE. °' 0 LODGE AT VAIL '' � ' � 6 REMOVE EXISTING FLOOR SINK AND CAP WASTE AT MAIN BRANCH TAKE-OFF.DO NOT 19 PROVIDE NEW 2"FD-1. PROVIDE TRAP SEAL. � � � ISSUED FOR: p° , � O LEAVE ANY DEAD END RUNS. O � � , , 'a , , , , REFERENCE � 7O REMOVE(E'1/2"CW&CAP AT MAIN BRANCH TAKE-OFF. '� � � , , , ' � , 8 PROVIDE 3/4"HW/CW TO 3 COMPARTMENT SINK ABOVE. �' ' � , � � ��t� £3� �l�ll � SHEET TITLE: � V ' ' ' 9O EXISTING GREASE INTERCEPTOR-75GAL,150LB.CONTRACTOR SHALL CLEAN EXISTING ' ' ' RE�II E�� F�� 8�� ' LEVEL O PLUMBING � � � INTERCEPTOR OF ALL GREASE,DIRT&RESIDU. � ' ' ��P�I��V�� NEW WORKAND � � ; ' 10 PROVIDE 1/2"HW/CW TO NEW GLASS WASHER. ' � � �� ' � REMOVAL PLAN �a��a �� z� � , , � SCALE: 1/4" = 1'-0" � 11 NEW 6"STAINLESS STEEL BEER CONDUIT. , , , �ya � � , , . � ' SHEET NUMBER � � ' � 12 FLOOR PENETRATION FOR 6"STAIN�ESS STEEL BEER CONDUIT TO BAR AREA ABOVE. ' ' ��d�e e�� M � � � � 13 PROVIDE STAINLESS STEEL BACKFLOW PREVENTER,BFP-1,FOR SODA LINES. 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ALL FIXTURES FURNISHED BY GENERAI CONTRACTOR. 1 REMOVE EXISTING SINK AND CONNECT NEW HAND SINK 2"V TO EXISTING 2"V. 13 INSTALL NEW SINK.CONNECT 1 1/2"WASTEAND VENT TO EXISTING WASTE AND � --r � 3, ! i�i^�. : 1"I 2 - O -. 3 VE FOR 08/04/2011 ? 2. PROVIDE STOPS ON ALL WATER LINES AT FIXTURE. O O VENT OR PROVIDE AIR ADMITTANCE VALVE ABOVE FLOOD RIM OF SINK.CONNECT � i i ii �; , Y�~� _,�� __,__ I ; ' CONSTRUCTION n- 3. PROVIDE TMV-1 AT ALL HAND SINKS AND SET T0110°F.MAXIMUM 2 LOCATION OF NEW HAND SINK. CONNECT 1/2"HW/CW TO FIXTURE. CONNECT 2° 1/2"HW/CW TO FIXTURE WITH TMV-1. , --�u� " ._i A. �i�� _ �"""�-.. _,� ' � , , � O � � i i ,-�.v �_. # '� � 4. ALL WATER LINES STUB-UP TO FIXTURE ABOVE. WASTE TO EXISTING AS SHOWN. _ ; F�M i�-�i---- ---�=---- - �;M -�:, � � , �� _e_ . �_�m:�.. ,_�.�� _ ., ' ��!---- '' �w.:: . :_ � , � 14 FRYER:1 1I4 G,360MBH. ; ii i w�_' y _ �� _,�,:._ ° � � � �Z/�RCHITECTURE , - ----- ,� � ' ' 3 REMOVE EXISTING FIXTURES AND WATER LINES TO MAIN BRANCH TAKE-OFF AND CAP. , '. - -�-.-�' ii�i _ mH'�.. _ � ;_.�_-,-�� - BEAM TEMPZ � : O 15 PASTA COOKER:3/4"G,150MBH. ii i~ ' , �07' - 1 1/2�� i � ° � PROVIDE NEW 3"FS-1. PROVIDE 2"INDIRECT WASTE FROM 3 COMPARTMENT SINK TO � ii ii , � I `- O 3"FS-1 WITH(2)PIPE DIAMATER AIR GAP. CONNECT 3/4"HW/CW TO TWO FAUCET 3- 16 RANGE:1"G,320MBH. � ii ii ' i , , ' � COMPARTMENT SINK. O �i ii � i � �� WILDFLOWER ' 5 17 BROILER:3/4"G,84MBH. , �i ii � � � 21/2"G I ( � , RENOVATION - THE , N O � � q , ''ll 4V � � PROVIDE NEW 2 OR 3 FS-1 AS NOTED. 18 OVEN.3/4 G.85MBH. , � �i � ', � ' LODGE AT VAIL � ' 6 REMOVE EXISTING FLOOR SINK/FLOOR DRAIN AND CAP WASTE 8 VENT AT MAIN O --�;3�"��g �i i� ` i � ; I ISSUED FOR: O �_^ ° � � BRANCH TAKE-OFF. ' 1 9 BROILER:1 114"G,90MBH. ' _ i��i � i ' � REFERENCE . a '�� ii ii � i � k� _ _ I , ; � 7O REMOVE EXISTING SINK AND CAP 1/2"HW,1/2"CW AND 2"V AT MAIN BRANCH TAKE-OFF. 20 PROVIDE 1/2 HW/CW TO GLASSWASHER. i��i � � � � ; ' � , � , , ii ii = � i ; � � � , � �� i�� i i ', ; := j 1 � N , , , 8 PROVIDE NEW 2 GAS EMERGENCY SHUT-OFF AND CONNECT TO ANSUL SYSTEM 21 REMOVE EXISTING 4 VENT IN VERTICAL EXTEND TO THE NEAREST FULL HEIGHT i ii : � � O SERVING HOODS. O WALL AND DROP BELOW THE FLOOR. EXTEND HORIZONTALLY AND RECONNECT „_„ �_ �_'3 _�,�i� _ � � ;.�===--- -�--.------�--------- .�.,.m.._i � � _ Level 1 SHEET TITLE: � � , , � AroRi�nvA�oROP. ' _� __ ___�.._-�;��—` _ __ �.__� �...�.�..._� -- �:_a...:? 100' - 0" LEVEL 1 PLUMBING , , � 9 PROVIDE 1 1/2"INDIRECT DRAIN FROM DRAIN BOARD TO FLOOR SINK WITH(2)PIPE � � ; , i ii ,�-, ' �� ! ' NEW WORK AND O DIAMETER AIR GAP. , ' 22 REMOVE 2112"G IN VERTICAL EXTEND TO THE NEAREST FULL HEIGHT WALL AND �� O €!�p �i ii �r� � i � � DROP BELOW THE FLOOR. EXTEND HORIZONTALLYAND RECONNECT AT ORIGINAL + REMOVAL PLAN ; ' I �� - � � � 10 REROUTE 2"V FROM GREASE INTERCEPTOR IN NEW WALL AND RECONNECT TO MAIN DROP.. � ' , ; ' �� / ' SCALE: 'I/4° _ "I�-O° � , � VENT LINE. ° � 1 G ��Z Z-�`C! 23 NEW 1"G DOWN TO BELOW GRADE. EXTEND TO NEW FIRE PIT WITH EMERGENCY _.__.._�____. _ � _ P_--, �� SHEET NUMBER ' � �. ; ; � 11 PROVIDE 1 1/2"INDIRECT DRAIN FROM GLASS WASHER TO 2"FS-1 WITH(2)PIPE O SHUT-OFF VALVE. � { ' ' ° � ' � ' O DIAMETER AIR GAP. , ��n � M .� � 24 ROUTE 3/4"INDIRECT DRAIN FROM ICE CHEST TO FLOOR SINK WITH(2)PIPE �� °' � ' 12 PROVIDE 1 112"INDIRECT DRAIN FROM DISHWASHER TO 3"FS-1 WITH(2)PIPE O DIAMETER AIR GAP. ' ' � � SECTION AT RELO�ATED GAS PIPE � t- DIAMETER AIR GAP. , , , ^ , ■ 0 N ? . M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � L � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1/4"= 1'-0" _ _ . __ __ _ _ _ , ,I � � 5p �B � ,�2 ; � ; U' I P� � ; . ARCHITECIU�E 6� 3003 Larimer Street 00 � Denver CO 80205 �,� � ��4 - hone 303.861 .5704 A� p I M� - i I ; � 2 � . 0 �i � _ � �,:; _.$ _ �� . . ��., . � �_: . �. �� __. _.. � i p �RE ENGINEERING �j0� F� � .Ceadership.tFirougfi Engineering S��ED T� �'� 6� '� � 5420 Ward ftnad Suite 20U ps G� i� s p M � � I �I14' • �I�E SS�O ��36 6� �' �� 2" � � Arvada.Coloradn 80�02-1838 �� RE �� - � ,, Phane:3�3-422-7400 S�PP �(: � �"��5 ' � �� (E)� � �R � �I i� Fax:3�3-422-79�� ' gp� p�ER. 20 �6 2''�' ��E)2,, �� www.bcer.com i �R G� ,,��3 � � � � � �� FR STP t I � �� '� �� Pp �GE. � � �\ i �� ` 2y � RP I >> ;� �>> �� \ ; , � ' N 2 �\ �E) �� \ ' Si ( , �� 2 p � o � E) � � � � , �4h pl� ��G � , � �� E) ,, �� I� 2 I 2 �� 2 �� I I (E� �� \ I I � � �E 2'� � \�� i�/ "F�� /� � �Fp ,, � �C - � � 2 �� O�ER 5�� : , �� , u.� v � o� FiRe _ (E�2� _ 2 ��J (E) r��o_ _ �, � � F� U @ _r��. �E� � � 2 � �� ON RF Ro� ` � �. � , � �� 2� � 1 �E � e IER. �,i � �� i UN C� Rp . �,,, � pF pN �� 4 � ? �% �, �j��' (E)2,, ,� �� R FI p ER� � g4 5' R � (E)2" I: �' �� 2" E)Z , �� R �N. �4 M � H. ; � � ( � � � �v� I E� ' 3i+ `8 eh 1�� 6 4� �. �' � � E)� � e� 4 \ 4 � 50 � 3�4 � � ' '�\ � �j' � ` I 2� °�lE . 8s MeH Ro �4 ' �4o f (E f � � �� / - � � R• �, Mg � � , �: Me (E) � �S�N .. 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(E)2 � � ~ � 3� \ � � �� (E)F ,, � � Cqp �� y � TpR ,, �� E)3 I �� (E) �EP E)� h � �� I � �� . � � I � � �� ►�TER � 2 F �` � � � � � ��p UT 01 , . /p 5�� p � I E)2� \�� I o � �' .� � \\ � 5p� � 5p1,�,� 5��MB f� � G I � / 2 I � �2� �� A5 E(� 2 �A 2 � � E)2 \�� ,� f �� I � \ EN�ERRE P�� \1 �� (E) ,, j, �� \�� I � To F ; I �E)FS �i�� 3 � �•'�,2� � i �1. � -� ,, �� ,, � � �� ( ,�p 3 � �� (��?�' I (E)2 (E)2,,\ (E)F� I � �� A I (E)� � o , , � / , � � � 2 � � 2 �` ' '' �� :. - : :: ' ( � ' � ,,2�, � �� E)� � GPP\ ��. � i � I W . � � �� E�2" � y°�` � � NATURAL GAS ISOMETRIC cE ,, � E�F° E�2 � . . �E�Z Z�� , � �3 � E�F° � � . r/ ' 2 �►►� � � I � ' 2'' NOT T0 SCALE I � � ( I ,. - ' (E)F� (E)2� " ] �Ap �qN� � FS�� a�'� )q. E)3°' : : � ,, g�N � (E) (E I` 2 k 2�p 25� TOTAL 2,263 OOOIFB UH AT 364 LF ; � �W W � � 2 �� 2 I �2 �1 � �p �F� i °V� 1 = 2 2 Z�Fs� 2� � �' I'�' � � 5�1 2 � � 2F 2 � _ ��' T� 2� � � M E�R � � � o - 0 � '- .:_ Q N �ApO•RE�jsT � NEW WORK/REMOVAL WASTE AND VENT ISOMETRIC o�.�:�.M,s�•..F��, Q NOT TO SCALE � �:�� ;o � , . :� 28801 �'; � ' � . � s•• e+ � O�. ..� �.. � . .. � �`�s�ONAI E��\ � � m � . 3 �� 0 �' SOLENOID VALVE i � a 0--�- SHOCK ABSORBER 1' J �. �. . . � � � . � . . . . . . . . . . . . . . . � . . . . . .. � � � � � � � � � � � . . � � � Q ATMOSPHERIC VACUUM BREAKER �p � o Q-- i 5 � PROJ. N0. 21111027.00 c� O PRE-RINSE HOSE/HAND ( � m VALVE PER SPEC. „ � DRAWN: SEI � � 10 2 9 9 �u � � � CHECKED: SEI � � I � / WORK NOTES: � � PD�s zE RR�EpSTER, APPROVED. RDM � � PRESSURE VACUUM BREAKER� I I DISHWASHER CONTROL BOX WATfS, DATE: June 06, 2011 •� 1 �4°BFP-1, REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY, 008QT-SC (SATIN CHROME), LOCATE �, .a a O I i LOCATED OPPOSITE SIDE FROM � � FEBCO MODEL 860. PROVIDE WITH FUNNEL AND DRAIN PIPING TO b 6 ABOVE FLOOD RIM OF REVISIONS: 8 8 FLOOR DRAIN. � BOOSTER HTR.(BY OTHERS) � DISHWASHER � 1 BUILDING DEPT. 07/01/2011 � � 6" MIN.. START PRESS. REDUCING VALVE STATION � RESPONSE � 2O WYE STRAINER, FEBCO MODEL 650 WITH BLOW DOWN PLUGGED. FLOOD RIM AND STOP PRESS. GAUGE / GAUGE COCK TEMP. & PRESS. GAUGE 2 FOR 07/11/2011 � COUNTERTOP SWITCH I � FURNISH W/ D.W. CONSTRUCTION � O3 3/4" DOMESTIC WATER FROM MAIN. MIXING TEE /� CHECK VALVE, BALL VALVE, �'+ n/ 6 BY OTHERS PRV., & STRAINER o 3 vE FOR 08/04/2011 � � a ° � �_—— d' o 0 o CONSTRUCTION O � WATER TO MECHANICAL EQUIPMENT. � o �'° � BOOSTER HEATER o� O SUPPORT BFP FROM WALL OR FROM PIPE SUPPORTS. „ � � (BY K.E.C.) DISHWASHER O OZ ARCHITECTURE = � BY OTHERS � . ', � � , O FROM AIR GAP FfTTING EXTEND INDIRECT DRAIN TO FLOOR DRAIN. o � 140 � a�o INDIRECT DRAIN PIPING SIZE TO MATCH FUNNEL OUTL.Ef. PIPING T0 BE ' ' FlNISHED (E)FLOOR SINK/DRAIN, FlNISHED FLOOR ( j ; cn� BE COPPER WITH SOLDER JOINTS. SUPPORT FROM FLOOR WffH F100R WILDFLOWER � , �w SHALL BE TWICE THE SIZE , � -- 180' — Q UNISTRUT AND ANCHOR SECURELY T0 AVOID MOVEMENT. � i OF WATER MAIN SIZE DISPOSER BY ' , — p RENOVATION -THE w oTHERS W D LODGE AT VAIL , °•0 7O PROVIDE TESTING AND REPORT ON BACKFLOW PREVENTERS IN � z� ACCORDANCE WITH THE COLORADO CROSS CONNECTION STANDARDS _ _ � —� 3'FLOOR 2°ID. TO "OP��' �� _ ISSUE FOR: _�, FLOOR - BOOSTER HEATER RELIEF AT FLOOR S m v AND STATE PLUMBING COOE REQUIREMENTS. VENT DISCHARGE TO FLOOR SINK ��V�� REFERENCE � . . � �; . y ..; . . .. ��. � . °. �. �� a_ , � : : , �: SINK WITH AIR GAP SET � 20 PSIG 15 �� '� � e � J� �g SOFf SEAT BRASS CNECK VALVE. : . ::.. . : � .� . .. . .a.a I � o � � � ��. %�.. : .�. a, : .. . �. �.� - . . TO 25 NORMAL.LY �� C�EANOUT P�UG SHEET TITLE: I -J TEST COCK USED FOR RANGE ��'° '�7—1� I �, � 9O UNION, TYP. IOCATE SO VALVES CAN BE REMOVED FROM PIPING. �% FULL PORT ISOLATION BALL VALVE TYPICAL . NOTE: SEE PIANS FOR SIZES AND ROUTING. �Y° PLUMBING DETAILS AND �� MECHANICAL EQUIPMENT MAKEUP INTERIOR INSTALLATION �o c , ��d�4 a�" ISOMETRICS �° - ER DETAIL BFP-1 FOOD WASTE DISPOSER DETAIL COMMERCIAL DISHWASHER PIPING DETAIL � J� REDUCED PRESSURE BACKFLOW PREVENT ( S�A�E: N,A , � NOT TO SCALE 220500.04 NOT TO SCALE 220500.05 � N OT TO S CALE ^� i o/5/os 10/5/09 SHEET NUMBER � . � i � Xn . x�yJ. . . . . . . . .. . . . . . . . . . . .. � . . .. . . . . . . . . .. OWNERSHIP OF DOCUMENTS: . � . . . � .. . . . . .J . . � � � � � � � � . � . � . � � � �� . . � . � � � � . ALL DRAWINGS.SPECIFICATIONS AN�OIHER WORK PRODUCT OF 1HE ENpNEER FOR THIS PROJECT ARE INSTRUMENlS OF SERVICE FOR THIS PRDJECT ONLY � . � .��a � � � . . � � � � � � � - � . � � . � � � . � � � � � � � � . . . � � � ' � � . � � � . . � � � � . � AN�SHALL REAIAIN iHE PRDPERTV OF THE ENGINEER YMETHER THE PROJECT IS COMPLE7E0 OR NOT. REUSE OF ANY OF THE INSiFEUMENTS OF SERVICE OF �. i . . . . . . . . . . . . . . . . . . .. . . . . 7HE ENGINEER BY THE OYMER OF E%TENSIONS OF 7NIS PROJEC7 WIiFtOUT NRIT7EN PERMISSION OF iHE ENGINEER SHALL BE AT 7HE ONTIER'S RISK AND THE . . � �„N � � � � � � . . . � . . . . . . OWNEfl AGREES TO OEFENO,INDEMNIFY ANO HOLD HARA1LE55 iHE ENGINEER FROM ALL CLAIMS,UAMAC6,AND EXPENSES INCLUDING ATTORNEYS�FEES . . �.�� . � � � � � � � � � .� . � : � � " � � . � . . . � � . � . . . � . . . . . . . � . . � � . � � � ARISING OUT OF UNAUTHORIZED REUSE OF THE ENCINEER'S INSTRUMENTS OF SERViCE BY THE OWNER OR BY OTHERS ACiING 7HROUGH iHE OWNER. � � �0 � .. . . . . . . . � � . � � � . . . . . . . . . . .. . . . � . � . � � . . . � � . � � �. . . � . . . . . . . � . . . � _ . _ . _ ._ _ _ . __ _ _ __ __ _. _ .. . . _ _. __ _ _. _ _ _ _ _ __ _ _ _. _ _ _ . _ _ __ _ .. . _ __ __ _ _ . _ __ . __ _ .___ _ . _ _ . �� _ I AL LE END . � M EC HAN C G HVAC GENERAL NOTES. ►L BE USED ON THIS PRO�JECT i ALL SYMBOLS IN LEGEND MAY NOT NECESSAR Y � , ,r n,v,r,�,�,r,�r,i,,n,;�,,,�,Y,✓�,,�v;,��,vU , . y ,r n,,,,,�,;i,r n,;i.r n�,, , 1. DUCT AND PIPE SIZE DIMENSIONS ARE IN INCHES UNLESS NOTED OTHERWISE. i �j X . . LINE DESIGNATIONS DUCTWORK �n�.i��.�n.��,j� ��n��,�nni�y nni,�ny.�.� �'�y�CX��v' , , . U��x�� 2. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS OF DESIGN. n�i✓n�i,r n.�.i✓�v�/��f.r ' THE USE OF REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED BY THE CONTRACTOR AS TO -ews HEATING WAlER SUPPLY MEDIUM PRESSURE ROUND 90' CONICAL TAKEOFF RECTANGULAR 90' TAKEOFF OO -"� STEAM - SUPPLY ` � ` FROM RECTANGULAR 7RUNK FROM RECTANGULAR 'iRUNK SPACE REQUIREMENTS, EQUIPMENT DIMENSIONS AND PERFORMANCE. -Hwrt--- HEATING WAlER RETURN t�`--�`�t � , - -- -- - MEDIUM PRESSURE R T TIIR ( HRS HEAT RECOVERY SUPPLY MPR / l ` A 11 C N I 1 E.C 1 U I I E srEnM - R�uRN � �- RECTnr,cu� so' TAKEOFF 3. N INDICATES NEW MATERIAL, E INDICATES EXISTING. I -- Httrt--- HEAT RECOVERY RETURN _l DUCT RISE (IN ELEVA710N) ON END OF MAIN W/MIN. 12" ` / � / _ -HPS HI6F1 PRESSURE � Cws CNILLED WAlER SUPPLY STEAM - SUPPLY � AIR CUSHION DOWNSlREAM 3003 LC�rlCner StrEet N 4. COORDINATE ALL DIFFUSER AND GRILLE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLAN -- Cwrs-- - CHILLED WAlER RETUR HIGH PRESSURE D DUCT DROP �N ELEVAl10N � _ - -H�- - - s�nM - R�uRN � ( ) vnrrm Qeow AND ELECTRICAL DRAWINGS. �@11V6t', C� B�Z��J � CS CONDENSER WATER SUPPIY � - � ��T �«��o hone 303.861 .5704 � -- cR--- coNO�sER wn�t R�ua� RECTnNCUU� so� 5. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN ARRANGEMENT AND EXTENT OF p RN � _� �ow PRESSURE sr�nM -Rs r�ic�T sucnoN TnKEO� ooue� vnNEU E�eow SYSTEMS. DO NOT SCALE DRAWINGS NOR USE AS SHOP DRAWINGS. WHERE ALTERNATE ROUTING ( SUPP�Y -Rnc REFRIGERANT HOT GAS � ' i -- --- �ow PRESSURE - R�uRN . OFFSETS AND,TRANSITIONS ARE REQUIRED FOR COORDINATION OF ALL WORK, THIS CONTRACTOR � - aRROw Paaau� ro Rn�ws a.eow: � oinME�R SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. ARROW IN LINE INDICATES IINE INOICATES PITCH - -� BURIED OR UNDERFLOOR � DIRECTION OF FlOW - Co CONDENSAlE DRAIN �-� � .. . . . . � . . � . . . . . . . . � .. . . . . . �� . . � . . � . � � .. � � . . � . . . .' . � � / ... ,ti Y.: � . . ..! , . . ., y..: : .. .�, i,.,.. .�v ' �.� ;y, ,x .,,,.: , . �. . . . . . . . . . . .. . ,�,. . „�,.r�xi.r„h.�.yxxi.r:�>>i.r,,,�,.rx:tir,�,�i„ ;��.�.> „xi.�x�f,,n..,�, ;:r . 6. CONTRACTOR SHALL NOT SHUT-OFF PUT OUT OF SERVICE ANY SYSTEMS SERVICES WITHOUT FlRST y�f ,xv,'� � �! ,:, �,, ;., x ROUND 90 CONICAL TAKEOFF � , / >�>'��! , , �?' �� 'x':�`'';��,>;,� III �we� oucr coNNEC�oN �oM RecraNCUUUt rRUN►c COORDINATING ALL DOWNTIME WITH OWNER S PERSONNEL � � ,, ; VALVES andv FITTINGS ,�� Ci'�v'%��lx�> n.xir„x�Y �.yiyxx� > rxi, xx�yxx�rxxirxxfYUY��:,,�, „ W ANUAL VOLUME DAMPER � � = , ._ ,,. ;#,�, � I I C RDANC WITH MANUFACTURER'S REC MMENDATIONS �' �' --i- PIPE CONNECTION � 8ALL VALVE ,` � ROUND 90' SPIN-IN TAKEOFF 7. AL� EQUIPMENT SHALL BE INSTALLED N AC 0 E O :: � RADIUS ELBOW ' � �oM RECr,a�cuuu� rRUNK UNLESS SPECIFlCALLY DIRECTED OTHERWISE. �' �.:�.. .=�� ,,.. --. W/MANUAL VOLUME DAMPER c l ai � ELBOW UP -�- GATE VALVE ___ .:m c E�sow �own xi cn� va�ve iN v�ncu vaNEO E�eow 8. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLJNG SLEEVES INSERTS AND � ��_. T '= � � ) � '� DUCT 1RANSt110N , .y�„� 4; „ ; -e- -�E uP ►� vn�ve iN YaRO sox � coNCEN1wc SUPPORTS AS REQUIRED FOR HIS WORK AND /OR CORE DRILL REQUIREMENTS. � � �- �,�. �B� o��T o��T ,�AN�„oN E N G I N E E R I N G ! �E �owN �� vEN1uRi �"�� ecEN�c 9. CONTRACTOR SHALL CLOSELY COORDINATE NEW MECHANICAL WITH ALL ELECTRICAL, ARCHITECTURAL J � , ; readersh�through Enganeerang , � wsE oR oROa RouNO �ucr oowN f AND STRUCTURAL MEMBERS. . � �� CAL.IBRAlID BALANCE VALVE � SIDE TAKEOFF -�---- BRANCH-TOP CONNECl10N j , � ` AT REqSTER S�1Z�WBPd RUBd.SUItE ZOO , -�- PLUG VALVE !�`-'t � RouNO �ucr ua 10. ALL MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH TFiE 2009 VERSION OF Arvada,Colorada 80002-1838 � eR,vrcH-eorroM coNNEC�oN -►N-- NEEO� v�u.vE aorroM Ta�eo� INTERNATIONAL BUILDING CODE INTERNATIONAL FIRE CODE, INTERNATIONAL MECHANICAL-CODE, AND _ �� nr oi�useR Phone:303-422-74�� , C �PE cnP oR P�uc RE1uRN oucr oowri INTERNATIONAL PIUMBING CODE; INCLUDING LOCAL AMENDMENTS. � -►�� so�ao vn�vE � Fax:3�3-422-79�0 '', -�}f- UNION � , PRESSURE REOUaNC v,�vE � RE1uRN oucr uP sioe r�vcEO� 11. COMRACTOR SHALL PROVIDE SUBMffTALS ON ffEMS LISTED IN MECHANICAL EQUIPMENT LIST www.bcer.com ; ExPa�s�oN .iaNr _ _ AT oi�us�R PROVIDED IN EACH SECTION OF SPECIFlCATION TO THE ENGINEER FOR REVIEW PRIOR TO THE ; -� -►`�j- 2 wnY cor�tRa vn�vE r� ExHnusr oucT oowr� � ORDER, pURCHASE OR INSTALLATION OF THESE SAME ITEMS. �� PIPE ANCHOR -�- 3-WAY CONTROL VALVE �+ �7�� - EXHAUST bUCT UP �LI �ANSFER DUCT de GRILLES _ �PE nucNMO�r cuioE ,� ' � 12. CONVENTIONS USED IN THE PRESENTAT10N OF THE CONTRACT DOCUMENTS: , -V t- CHECK VALVE ( -7� PIPE HANGER -UC-► DOOR UNDERCUT i �- c�oBE vn�ve � suPa�Y oucr ue A. CFM IS AT ALTITUDE OF PROJECT. , �- AIR ROW - SUPPLY vr- Fl.EXIBLE CONNECTION $UPPLY DUCT DOWN AIR ROW - RETURN . S AND SSURE'DROPS ARE AT SEA LEVEL i -� BUTTERFLY VALVE ; B STATIC PRESSURE AIR PRE '; s�aN� � "�.'- oR ownusr � � �- BALANCING VALVE , ReruRN oR �wausT C. HEATING AND COOLING CAPACITIES ARE AT ALTITUDE OF PROJECT. � REGISTER/GRILLE �� JUR ROW � S7RAINER W/BLOWOFF YALVE �_ qRCUIT SETTER � D. HORSEPOWERS ARE CORRECTED FOR ALTITUDE. I' FLOOR SINK: � HOSE END BALL VALVE SUPPLY AIR DIFFUSER ;�; DUCT UP TO ROOFTOP � (ss ontirc e��ow►+) � W/ ROUND CONNECTION ,_; EXHAUST UNIT �MPERn1uRE/pRESSURE E. NATURAL GAS INPUTS ARE AT SEA LEVEL. = FLOOR DRAIN � REUEF VALVE UNSHADm AREAS INDICAIE � ACCESS PANEI O DIRECTION OF AIR FLOW . �-- MnNUa� vauME oa�P� 13. DUCTWORK SHALL BE CONSTRUCTED ACCORDING TO SMACNA STANDARDS FOR �OW PRESSURE DUCT STEAM 7RAP � � (IF NO SHADING. 4-WAY vncuuM eREaic� CONSTRUCTION - SEAL CLASS "B°. UNLESS OTHERWISE NOTED. -� (INDICATE TYPE) OR ADJUSTABLE) �M MOTORIZED DAMPER MOTOR ' ' nuTOMnnc aR v�r � eAC�c �R^FT �^�"P� 14. ALL DUCT DIMENSIONS ARE OUTSIDE DIMENSIONS. WHERE DUCT LINER IS USED THE THICKNESS OF 1 7EMPERA7URE GAUGE' � � COLJNG FlRE DAMPER/ ❑ � � . NR DEVICE � FS FlRE�OKE DAMPER; THE LINER TO MAINTAIN THE CLEAR INSIDE DIMENSION HAS BEEN INCLUDED. - MANUAL AIR VENT (� EFERS TO SCHEDULE) -�- BAqCROW PREVENIER � FlRE DAMPER � uNEnR s�or oi�usER QF 15. SPIN-IN FITTINGS TO DIFFUSERS SHALL BE CONICAL TYPE (EXCEPT LOCATIONS WHERE LISTED DUCT (� REFERS TO SCHEDULE) � T PRESSURE/ HEIGHT DOES NOT ACCOMMODATE). SPIN-IN FlTTINGS T0 DIFFUSERS SHALL INCLUDE AN INTEGRAL TEMPERATURE TAP - M�- METER (GAS OR WAlER) S OKE DAMPER O �R�RS To scH�u�) MANUAL VOLUME DAMPER. -�.�- wa.� , ,,,, ,,.,. ,� �, � , ,,� ., ,. .�,, � ,�, , , ; , ,; ,,. .,,,� � PRESSURE GAUGE W/COCK r ��% ; , .� ✓i✓�r. i i r. ,v . v i y. . .v/r��. /�r✓�i`Y ; •�, i ./ - � / 16. ALL OPENINGS FROM EXHAUST DUCTS, EXHAUST FANS, GRAVITY ROOF VENTS, INTAKE LOUVERS AND , . CONTROL,�DEVICES� , . GOOSENECKS SHALL BE AS NOTED ON MECHANICAL AND OR ARCHITECTURAL PLANS. � , , . / � � � caucE w/ PicT�u� � Fl.ow swircH �� HuMi�iFl� 17. MOUNT THERMOSTAT AT 42 ON CENTER ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. ADA � O -�- PnRnLLa. au��E oaMP� REQUIREMENT. � � {��`<v „< / :�' .;�X;t�:Yk:"'?'X;;/Yxx/YXX/yXZ/7"`�X/Y' '/i�: . ,�„ , y , FT FL.OW TRANSMIT7ER /y�:r� % ;�J�;YY nr;��}�T�,,�i�`/�j,'x,�y 'cr�� OPPOSED BLADE DAMPER � ;y>��,,�,��; MISCELLANEOUS � ;t�;<��y l � >,,�.��;��./��.,��,i rv,:-i�v ;x r v v x i�- , ,v . �i�`,i r��i�<',�/. ,/y�y: CS CURRENT SENSOR � ,,,.;v .<.v. ,,,; � H HUMIDITY SENSOR � POINT OF CONNECTION INDICAlES SUPPLY AND O DM DAMPER ACTUATOR � NEW TO EXISTING RETURN PIPING TO UNIT P PRESSURE SENSOR � MECHANICAL DRAWING LIST UGHT UNE WEIGHT FOR O MS MOTOR STARlER EXIST. 4� EQUIPMENT. PIPING. PDS PRESSURE DIfFERENTIAL � SYMBOLS. TEXT ETC. 2- � O SWITCH � VARIABI.E FREQUENCY DRIVE Sfl�t NURiber Sh�t TItIA NEW � INDICAlES EXISTiNG HEATiNG C01� 4 coNOrnoNS w�n� N�nr woRK coNrno� PoT PRESSURE oi�ENnr,� H� HoRN M0.1 MECHANICAL LEGEND AND GENERAL INFORMATION . SHOWN AS DARK O TRANSMITTER � EQUIPMENT � ; ENCLOSURE --a DUCT SMOKE OETECTOR �aM�N� ; , M0.2 MECHANICAL SPECIFICATIONS _ � � SCREENING INDICATES OR �---�1�CON1fi0l/VAIVE PI POSITION INDICATOR FLOW SWITCH � � EXISTiNG 7� 8E REMOVED VAV BOX ACCESS O FS V z t Ex�snNC ro eE R�ovEO asH PRESSURE s�nrcH HicH : M0.3 MECHANICAL SCHEDULES a � PRESSURE SWITCH M1.1 SNOWMELT SITE PLAN � DIRECTION OF VIEW FLOOR �_ IF PSL PRESSIIRE SNATCH LOW PI PRESSURE INDICATOR MUL7IPLE 1�4�Pic1uRE oESicNnnoN EauiP. -r�E eox O MD2.2 LEVEL 1 MECHANICAL REMOVAL PLAN � � f � T 'fEMPERAlURE SENSOR � AWASTAT �a-,o3 O M2.1 LEVEL 0 MEGHANICA� PLAN SECT10N DESIGNA710N CFM/ PM � MANUAL SNATCH . � TSH 7EMPERA'TURE SVNTCH HIGH 1 � IF APPLICABLE� O ON N""i o°cA��°s Nc�MOS�Ar M2.2 LEVEL 1 MECHANICAL ROOM ` M-? TSL TEMPERATURE SNATCH LOW HQ HUMIDISTAT O M3.1 MECHANICAL KITCHEN CONTROL DIAGRAM DRAWN ON 1HIS SHEEf QS SENSOR (SPECIFI� Q ° S s�soR ;o� iNOicnroR ucHr M4.1 MECHANICAL DETAILS O _ � O�' STAlIC PRESSIJRE Q UNIT MWNTED THERMOSTAT �� i�- INSTRUMENT AIR SIGNAL yy IN'TERNAL SYSiEM SOFTWARE AIR FLOW DIRECTION ARRO -6--@-A- OR DATA LINK � � � � ,y�/✓n.�/,�~nT/J�VJ nn/J/V4'✓N'�/ � y � Y � �BBREVIATIONS /, Y. �; , �Y' X . 7�xT,y n�i.��ti�i.y t�,v.r�:ni.�nn��r�ni.�nn . AFF ABOVE FlNISHED ROOR I.E INVERT ELEVATION OA OUTSIDE AIR /, /, / 'VTR VENT THROUGH ROOF BCER CONTACT LIST , � AP ACCESS PANEL MA MIXED AIR RA RERIRN AIR �N) NEW C COMMON MD MOTORRED DAMPER SA SUPPLY AIR (E) EXIS't1NG MAIN 3O3-4ZZ-740O FAX 3O3-4ZZ-79OO � q CASTIRON MVD MANUAL VOLUME DAMPER RELOCAlED = TCEAD lEMP. CONIROL D(H DAMPER (R) � �,EL CENlER LINE ELEYAl10N NC NORMALLY CLOSED TCOAD lEMP. CONIROL OA DAMPER � � DIA, D DIAMETER NIC NOT IN CONIRACT TCRAD lEMP. CON1f20L RA DAMPER EA EXHAUST AIR NO NORMALLY OPEN TYP TYPICAL � � FDC FlRE DEPARIMENT CONNECTIQN VCP VITRIFlED CLAY PIPE PROJECT DESIGNER Steven Inlow 281 sinlow�bcer.com Q � � � y � , ✓ � ,�C�.? nn i./ n i,r n/�/.y nN>n�iJ ?S�i,y n R i r�;/,/�n/.r;^.r�/.r/��',y�,/,� y�`i'/�i� ��ti�� _ , '� ?` ' r��",/,� ''�Y� - �,�� > �/. EQC�IPMENT ABBREVIATIONS y,�;� ., r�� `��y�.�� ; ,y� �� i YX � /Y. /YX` /,YX>>/ �X/.��;xi�r nni.r nni.r xxi,r xxi_r xxi.y nx�.r xni.r nn�.,r xr i.r nni.r nx�.y x>/,y'�� /.i'X�/.YX�i��!��Y'��i��X/,y'� �� AB AIR BLENDER HRC CqL - HEAT RECOVERY REF FAN - RETURN EXHAUST DWP PUMP - DOMES7IC CIRCULAliNG � _ AC-L AIR COMPRESSOR - LABORATORY H1NC CpL - HEA7ING SAF FAN - SUPPLY HRP PUMP - HEAT RECOVERY � SCOPE OF WORK N AC-M AIR COMPRESSOR - MEDICAL PHC CqL - PRE-HEAT FW FAN COIL UNIT HlHWP PUMP - HIGH 'TEMPERATURE z , AC-SH /UR COMPRESSOR - SHOP CRAC COMPU7E3i ROOM PACKAGED AIR ESF FlLTER - ELECTROSTATIC HWP PUMP - HOT WA7ER � AC-TC AIR COMPRESSOR - TEMP. CONTRO� WNDITIONING UNIT � FlLTER - FlNAL RP RADIANT HEATING PANEL � ACCU AIR COOLED CONDENSING UNIT CRP CONDENSATE RE'iURN - PUMP HF FlLTER - HEPA RPBFP REDUCED PRESSURE BACKFLOW • REMODEL KITCHEN, CLEAN EXISTING HVAC EQUIPMENT, REPLACE EXHAUST FAN, CR-SP c�oN��sn� Re1uRN - s�aM PR�N�R REMODEL DINING ROOMS. o� AK-E AIR CURTAIN - ELECTRIC IF FlLTER - INTERMEDIATE � POWERED PUMP RH ROOF HOOD AK-G AIR WRTNN - GAS CONV CONVERTER PF Fl�TER - PRE RlU ROOFTOP UNIT � CT COOIJNG TOWER Z AK-HW AIR CURTAIN - HOT WAlER FTR FlNNED TUBE RADIAlION - HOT AHU AIR HANDLING UNIT DWH DOMESTIC WAlER HEATER O WATER/S7EAM SEP SEWAGE EJECTOR PUMP � BFP BACKFLOW PREVENTER � EB8 BASEBOARD RADIATION - ELECTRIC � FlRE/SMOKE DAMPER SAU SOUND ATfENUATOR � 8 BOILER DWS DOMESIiC WA7ER SOFiENER H� EAT E�XCHANC�R TB TERMINA MBOX ��• " .��l�c` Ap0 RfG�s EDHC ELECTRIC DUCT HEA'fER .•... � E(xU EVAPORAl1VE CONDENSING CHILLER / �' ` MIS 9 z PF HEAT EXCHANGER - PLAlE dt FRAME EUH UNIT HEAlER - ELECTRIC O s �' �Q's � - CUH-E CABINET HEATER - ELECTRIC CONDENSER G •v ° HUM HUMIDIFlER UH UNIT HEATER - HOT WATER :� �: � CUH CABINET UNIT HEATER EV-CV E)0-IAUST VALVE - CONSTANT V'OLUM :� �: Q IND INDUCTION AtR lERMINAL UV UNIT VENTILATOR 2 $I�"� � -ABS CHILLER - ABSORPTION EY-W EXHAUST YALVE - VARIABLE VOLUME w IRH INFRARED HEATER VP-H VACUUM PUMP - HWSE � � i�� . W CN-AC CHILLER - AIR COOLED ET-CW EXPANSION TANK - CHILLED WATER � �ouvoe vP-� v.�.cuuen ruear ' v�oranTOrtv '• / ��` `.� �.• n � CH CHILLER - C�N7FiIFUGAL ET-DWH D�ANSION TANK - DOME571C WAlER MAU MAKE-UP NR UNIT VP-M VAWUM PUMP - MEOICA� F ••..•• \ � � (;�{ CHILLER - REqPROCA7ING ET-FiW E�ANSI�i TANK - HOT WATER CWP PUMP - CHILLED WAlEH FVAV VARIABLE AIR VOLUME BOX - �S��NA�-�'�G i ZQ CWC COIL COOLJNG EF FAN - EXHAUST �p PUMP - CONDENSER FAN POWERED i � DHC COII - DUCT HEATiNG RAF FAN - RETURN NR _ p DWP PUMP - DOMESiiC qRCULA7ING , Z HVAV VARIABLE AIR VOLUME BOX - FAN g 3 b1 j w POWERm W/ HEAl1NG � w . . J . . . . . . . . . � � . � . � . . � . � � � � . � . � � . �� . . J . . . . � . . _ � . . . . . . . . . . .. . � . � .. . . . � . . . � � � . . . . � ' . � . . � � � � � � � _ . � 250.01 PROJ. N0. 21191027.00 _ = DUCT LINER / INSULATION SCHEDULE �o/0,/02 ��wN: sE� � � SYSTEM INSULATION PHYSICAL DUCT DIMENSIONS REMARKS CHECKED: SEI I; OR LINER LISTED -0N DRAWINGS I � APPROVED: RDM i ° DATE: June 06, 2011 �� SUPPLY AIR INTERNALLY LINED DUCT SIZES LISTED ARE ACTUAL SHEEf METAL SIZE. Z� (1"THICK) � � TYPE I D(HAUST 3" lYPE J REFERENCE SPECIFICATIONS. Q� REVISIONS: �/ FIREWRAP • 1 BUILDING DEPT. 07/01/2011 �� RESPONSE � a�i NOTES 2 FOR 07/11/2011 z v 1. REFER TO SPECIFICATIONS FOR THICKNESS OF DUCT LINER AND EXTERIOR INSULATION FOR EACH SYSTEM. CONSTRUCTION � �. J� � . . . � . . � � � . . . � . � � . . . . � . . . . . . . .� . . . � . . . .. . � �. . . � . . . . � . . . . . . . . . : � . . . . � � . � � . . � . . . . . w o 3 CONSO RUCTION 08/04/2011 z � � wo c� �, o� 0 OZ ARCHITECTURE � Q � , o-o , Z � ! Ww WILDFLOWER � J I RENOVATION -THE a'o LC�DGE AT VAIL � z� � ISSUE FOR: i = ° REFERENCE w o� �� o � �C��6t� �� `�� SHEET TITLE: vo R��e�� fI�L�� AND G NERALEGEND ��a �f' ' Z-2 ..��/ INFORMATION �N O �r- J�_ . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N _ ��. � SCALE: N/A � ��e � S SHEET NUMBER �� .�.. i .- x �i . `�J . .. � . � � . . . � . . . . . . . . . . . . � . . . .. . . . � . . � . . . . � � . . . � � � . .. � . � OWNERSHIP OF�OCUMENTS: � � � � .� � � . ALL�RAWINGS,SPECIFICATIONS ANO 07HER NqRK PROOUCT OF TiE ENqNEER FOR THIS PROJECT ARE INSTRUMEN75 OF SERVICE FOR THIS PROJECT IXJLY . � s II Q �� . � . . . .. � . � � . �' . � � � � � � . . � . . . � . . . � � . . � � � � : � � � � ANU SHALL REMAIN THE PROPERIY OF THE ENCMEER WFiETHER THE PR0.IECT IS COMP�EiEO�R NOT. REUSE OF ANY OF THE INSTRUTAENTS OF SERVICE OF � � �U � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 7HE ENGINEER 8Y THE OWNER OF E%TENSIONS OF MIS PROJECT N7iH0UT NRIT7EN PERMISSION OF 7HE ENGINEER 91ALL BE AT THE OWNER'S RISK AND'fF1E � • � � . � . W N � � . � . . � � . � � � � � � � � � . � � � � � . � � . . � � . � , OWNER AGftEES TO DEFEND,INOEMNIFY AND HOLD HARMLE55 iHE ENGMEER FROM ALL CLAIMS,DAMAGES,AN�E%PENSES INCLUDING ATTORNEYS FEES .. � � � ' � ARISING OUT OF�UNAUTHORRED REUSE DF THE ENGINEER'S INSTRUMENTS OF SERVICE BY THE OWNER OR BY O'IHERS AC71NG 1HROUGH THE ONTIER. �� . . . . . . . . . . . . . . . . . � . . . . . . . . . . . � . . . . � . � . . � . . . . . . . . . .� �� . . . . . � . . � . . . . � . � . � � � . . . . � . � . . . . . . . . . . . . . .. . . . . . � . � . . . . . . ... . . . � . �. . � � � . . . � � . . . � � . . . . . . . . � � . � . � � � . . . . ,.:J ; � , � MECHANICAL SPECIFICATIONS 15000 - IC MECHANICAL RE IREMENTS ; . 15010 BJ1S �U 6. SANf11ZE ALL NEW PIPING AND FLUSH THOROUGHLY. 2. THE AUTOMATIC TEMPERATURE CONTROL SYSTEM SHALL BE ELECTRIC. UNLESS OTHERWISE SPECIFIED ALL CONTROLS SHALL BE FULLY PROPORTIONING. , A. SEE ARCHITECTURAL SPECIFlCATIONS FOR GENERAL CONDITIONS. � _ � 7. PROVIDE NON CONDUCTING DIELECTRIC FITTINGS AND/OR COUPLINGS WHEN � AND SUCCESSFUL OPERATION OF ALL 3. THE CONTROL SYSTEM SHALL INCLUDE ALL CONTROL DEVICES, VALVES, B. PROVIDE ALL ITEMS FOR COMPLETE JOINING PIPE OF DISSIMILAR MATERIAL. R H11EC1� �E DAMPE RS OPERATORS THERMOSTATS CONTROL WIRING AND CONDUIT AS AC NI SYSTEMS. . . , MECHA CAL 8. ALL PIPING SHALL 8E INSULATED. SPECIFIED AND REQUIRED TO FULFILL THE INTENT OF THE SPECIFlCATIONS . C. DRAWINGS ARE DlAGRAMMATIC ONLY. FOLLOW DRAWINGS AS CLOSELY AS ACTUAL AND THE SEQUENCE OF OPERATION. COORDINATE ALL WORK WITH THE 3003 Larimer Street BUILDING CONSTRUCTION AND THE WORK OF OTHER TRADES WILL PERMIT. 9. GAS PIPING STANDARD WEIGHT BLACK IRON WITH MALLEABLE IRON FITTINGS. EQUIPMENT SUPPLIERS AND THE DIVISION 16 INSTALLER. DenVel" CO HO2O�J I , � D. DEMONSTRATE THE OPERATION OF ALL SYSTEMS FOR THE OWNER AT A TIME AS D. VALVES 4. PROVIDE ALL COMPLETION SERVICES'SPECIFIED HEREINAFfER, INCLUDING FlNAL phOCl@ 3�3.861 . 'rJ7�4 , SYSTEM PERFORMANCE VERIFICATION, TO ENSURE THE SYSTEM FUNCTIONS AS DIRECTED BY THE OWNER. 1. BALL VALVES: LESS THAN OR EQUAL TO 2-1/2 INCH) BRONZE BODY, SPECIFIED IN THE SEQUENCE OF OPERATION. E. LAY OUT ALL WORK IN ADVANCE. DO NOT DEFACE WORK OF OTHER TRADES. � , FULL PORT STAINLESS STEEL BALL, TEFLON SEATS AND STUFFING BOX RING, C. CONTROL WIRING INSTALL ALL SLEEVES AND BLOCKOUTS; WATERPROOF AS REQUIRED. FlRE STOP BLOWOUT PROOF STEM, LEVER HANDLE AND THREADED ENDS. 'VALVES SHALL ALL FLOOR AND RATED WALL PENETRATIONS. BE NSF-61 LISTED. APOLLO 77CLF OR EQUAL 1. ELECTRICAL WIRING: PROVIDE IN ACCORDANCE WITH DMSION 16 AS REQUIRED ; FOR THE TEMPERATURE CONTROL SYSTEM INCLUDING ELECTRICAL INTERLOCK , F. FlELD CHECK ALL EXISTING CONDITIONS AND INCLUDE AN ALLOWANCE IN BID FOR 2, B,qIANCING VALVES: BRONZE BODY, CHROME PLATED BRASS BALL, TEFLON � - - IPI G DUCTWORK E UIPMENT EfC. WIRING. COMPLY WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES, AND '.- - •�� I REMOVAL AND OR RELOCATION OF EXISTING P N , , / Q � � SEATS, BLOWOUT PROOF STEM. PROVIDE WITH INTEGRAL VALVED READOUT ; . UIRED TO COORDINATE AND ADAPT NEW VIDE A 7-INCH T0 25-1NCH W.G. DIVISION 16 OF THESE SPECIFlCATIONS. �::� � _ , :- AS INDICATED ON THE PLANS OR AS REQ PORTS, MEMORY STOP. SIZE VALVE TO PRO �-::�-- ,.�� AND EXISTING MECHANICAL SYSTEMS TO ALL OTHER WORK. EXISTING PIPING AND MEfER READING AT Fl1LL SCHEDULED FLOW. "FLOWSET", MODEL HC, S ;- _ OVED SHALL BECOME THE PROPERTY-0F THE 2. INTERNAL CONTROL WIRING FOR EQUIPMENT SHALL BE PROVIDED BY THE MATERIAL WHICH SHALL BE REM AND/OR ACCUSEffER ASSEMBLY, OR EQUAL PROVIDE EXTENDED STEMS FOR 4 ` ` � CONTRACTOR, EXCEPT EQUIPMENT SO NOTED, WHICH SHALL BECOME THE INSULATED PIPING MANUFACTURERS xOF THAT EQUIPMENT. �`�`� � � PROPERTY OF THE OWNER. E N G I N E E R I N G D. SEQUENCE OF OPERATION Leadershi thr h� ineeri I E. CLEANOUTS l� �9 �9� �9 G. RECORD DRAWINGS: THE CONTRACTOR SHALL MAINTAIN A MARK-UP SET OF � ORAWINGS WHICH INDICATE VARIATIONS IN THE ACTUAL INSTALLATION FROM THE 1. REFERENCE DRAWINGS. 542�Ward Road,Suite 2D� � 1. PROVIDE CLEANOUTS WHERE SHOWN ON THE DRAWINGS AND AT ALL BENDS ORIGINAL DESIGN. TURN OVER DRAWINGS T0 OWNER/ARCHITECT UPON PROJECT OF 90 DEGREES OR MORE. ALL CLEANOUTS SHALL BE SPACED AT NOT OVER Arvada,Colorado$0002-1838 15990 - TESTING. /1QJUSTING, AND BAIANCING COMPLETION. 50-FEET APART IN ANY LINEAL RUN OF PIPING. ALL FLOOR CLEANOUTS Phone:303-422-740� j SHALL BE ACCESSIBLE; IF NOT, THEY SHALL BE EXTENDED TO A WALL H. VERIFY THE ACTUAL ELECTRICAL SERVICE VOLTAGE WITH THE ELECTRICAL CLEANOUT ABOVE THE FLOOR AND PROVIDED WITH CHROME WALL oR FLOOR A. SUBMIT TEST REPORTS FOR TESTING, ADJUSTING AND BALANCING. Fax:3�3-422-79�� ' � www.6cer.cam I, DRAWINGS PRIOR TO ORDERING ANY MECHANICAL EQUIPMENT REQUIRING COVER. (REFER TO CLEANOUT DETAIL). B. AGENCY SHALL BE COMPANY SPECIAL.IZING W THE ADJUSTING AND BALANCING OF , ELECTRICAL CONNECTIONS. �I 2. CLEANOUTS T0 BE FULL SIZE OF THE PIPE LINE IN WHICH THEY ARE �TEMS SPECIFIED IN THIS SECTION WITH MINIMUM THREE (3) YEARS I.. ALL MECHANICAL MATERIALS SHALL BE NEW, IN FlRST CLASS CONDITION, AND U.�. INSTALLED UP:TO AND INCLUDING 4-INCH SIZE. DOCUMENTED D(PERIENCE AND NEBB CERTIFIED. PERFORM WORK UNDER LISTED WHERE APPLICABLE. - SUPERVISION OF REGISTERED PROFESSIONAL ENGINEER. � ; 3. MANUFACTURERS: JOSAM, ZURN, JAY R. SMITH, WADE, OR EQUAL. J. COMPLY WITH ALL APPLICABLE LOCAL AND STATE ORDINANCES. COMPLY WITH C. TOTAL SYSTEM BALANCE SHALL BE PERFORMED IN ACCORDANCE WITH NEBB CURRENT INTERNATIONAL BUILDING GODE, INTERNATIONAL MECHANICAL CODE, F. PLUMBING MANUFACTURERS: FlXTURES AND EQUIPMENT PROCEDURAL STANDARDS FOR TESTING, BALANCING AND ADJUSTING OF INTERNATIONAL PLUMBING CODE, INTERNATIONAL FIRE CODE AND NAIIONAL FiRE ENVIRONMENTAL SYSTEMS. PROTECTION ASSOCIATION IN EFFECT FOR THIS JURISDICTION. 1. PLUM8ING FIXTURES AND ASSOCIATED TRIM AND EQUIPMENT SHALL BE BASEO UPON PRODUCTS MANUFACTURED BY THE FOLLQWING MANUFACTURERS. SEE D. BEFORE COMMENCING WORK, VERIFY THAT SYSTEMS ARE COMPLEfE AND , t OPERABLE. ENSURE THE FOLLOWING: , ' K. PROCURE AND PAY FOR AL� PERMITS, DEVELOPMENT FEES, LICENSES, AND PLUMBING EQUIPMENT SCHEDULE FOR DEfAILED DESCRIPTION OF EACH LIABILITY INSURANCE, ETC. FURNISH CERTIFICATE OF FINAL INSPECTION AND , FlXTURE). 1. EQUIPMENT IS OPERABLE AND IN A SAFE AND NORMAL CONDITION. �PROVp� FROM IOCAL IMSPECTOR. 2. TEMPERATURE CONTROL SYSTEMS ARE INSTALLED COMPLETE AND OPERABLE. 2. FLOOR DRAINS: LACE FOR ELECTRICAL 3. PROPER THERMAL OVERLOAD PROTECTION IS IN P l. MATERIAL SHALL BE AS SPECIFlED, AND/OR NOTED ON THE CONTRACT DRAWING. J.R. SMITH EQUIPMENT. ZURN ` � PLACE. IF RE UIRED INSTALL TEMPORARY LENUMS SHALL BE RATED FOR 4. FINAL FILTERS ARE CLEAN AND IN Q , M. ALL MATERIALS AND EQUIPMENT LOCATED IN NR P MEDIA IN ADDITION TO FINAL FlLTERS. ' PLENUM APPLICATION. 5. DUCT SYSTEMS ARE CLEAN OF DEBRIS. G. MISC. 6. CORRECT FAN ROTATION. N. REPLACE ANY WORK OR MATERIAL INSTALLED OR FURNISHED UNDER THIS AMPERS ARE W PLACE AND OPEN. CONTRACT WHICH DEVELOPS DEFECTS, EXCEPT FOR NORMAL WEAR, WITHIN ONE 1. TRAPS STOPS SUPPLIES DRAINS, AIR GAPS, P-TRAPS TO BE PROVIDED WITH �• FIRE AND VOLUME D . . � 8. ACCESS DOORS ARE CLOSED AND DUCT END CAPS ARE IN PLACE. z (1) YEAR AFTER CERTIF1CATE OF COMPLEf�ON IS SECURED. CLEANOUT PLUG, AND T0 8E MINIMUM 17 GAUGE. ESCUTCHEONS ON WASTE g. AIR OUTLETS ARE INSTALLED AND CONNECTED. ARMS TO FIT SNUG T0 WALL 10.DUCT SYSTEM LEAKAGE HAS: BEEN MINIMIZED. 0..PRIOR T0 FABRICATION OR INSTALLATION OF ANY MECHANICAL DUCTWORK, PIPING, BRASSCRAFT, OR EQUAL. , AND PLUMBING, AND FlRE PROTECTION WORK, PARTICIPATE IN COORDINATION E. PROMPTLY REPORT ABNORMAL CONDITIONS W MECHANICAL SYSTEMS OR PLANNING MEEfINGS WITH ALL OTHER BUILOING UTILITIES SYSTEMS TRADES, SO 2. INCLUDE ADA APPROVED INSULATION PROTECTION ON TAILPIECE, P-TRAP CONDITIONS WHICH PREVENT SYSTEM BALANCE. � AS TO COMPLEfELY ESTABLISH ROUTINGS, ELEVATIONS, SPACE REQUIREMENTS, ASSEMBUES AND ANGLE STOP ASSEMBLIES AS MANUFACTURED BY "TRUEBRO, , AND COORDINATION OF LAYOUT AND SUSPENSION REQUIREMENTS IN RELATIONSHIP INC.� OR EQUAL � � F. BEGINNING OF WORK MEANS ACCEPTANCE OF EXISTING CONDITIONS. TO THE BUILDING STRUCTURE AND THE WORK OF ALL OTHER TRADES � � 15800 - AIR DISTRIBUTION G. ADJUSTING AND BALANCING: P. PROVIDE 0&M MANUALS FOR ARCHITECT/ENGINEER APPROVAL TEN (10) DAYS BEFORE FlNAL PUNCHLIST IS SCHEDU�ED. A. PROVIDE ALL SHEEf METAL DUCT SYSTEMS, CONNECTIONS, DAMPERS DUCT 1. ADJUST AIR HANDLING SYSTEMS TO PLUS OR MINUS 5 PERCENT FOR SUPPLY TURNS, HOUSINGS, HINGED SHEET MEfAL DOORS AND NECESSARY REMOVABLE SYSTEMS AND PLUS OR MINUS 10 PERCENT FOR REfIJRN AND D(HAUST Q. INCLUDE DESCRIPTION OF MECHANICAL EQUIPMENT, MANUFACTURER'S PRINTED ACCESS DOORS FOR THE COMPLETE SUPPLY AND EXHAUST SYSTEMS. `PROVIDE SYSTEMS FROM FlGURES INDICATED. OPERATING PROCEDURES, MAINTENANCE PROCEDURES, SERVICING INSTRUCTIONS ACCESS DOORS IN DUCTWORK FOR OBSERVATION AND MAINTENANCE OF ALL 2. RECORDED DATA SHALL REPRESENT ACTUALLY MEASURED, OR OBSERVED, AND SCHEDULES, MANUFACTURER'S SERVICE MANUALS, VALVE TAG LIST, NAME, DAMPERS, COI�S, FIRE DAMPERS, ETC. INITIAL CONDITION, AND FINAL CONDITION AFfER BALANCING. _ ADDRESS AND TELEPHONE NUMBER FOR 24-HOUR SERVICE, STARTING, STOPPING, 3. PERMANENTLY MARK SEffINGS OF VALVES, DAMPERS, AND OTHER ADJUSTMENT LUBRICATION, EQUIPMENT IDENTIFlCA110N NUMBERS, AND ADJUSTMENT CLEARLY B. ACCESS DOOR HARDWARE: VENTLOK SERIES 100 LATCHES, HINGES, AND DEVICES ALLOWING SETfINGS TO BE RESTORED. SET AND LOCK MEMORY � GASKETING TO BE USED ON DOORS LESS THAN 4 SQ. Ff. IN AREA• SERIES 200 � INDICATED, PARTS LIST, MECHANICAL WARRANTIES, TEST AND BALANCE REPORT. � STOPS. ON LARGER DOORS. IXCEPTION: GREASE DUCT PER IMC 506.3.8. 4. LEAVE SYSTEMS IN PROPER WORKING ORDER, REPLACING BELT GUARDS, � R . FlNAL OBSERVATION WILL NOT BE CONDUCTED UNTIL ALL ITEMS HAVE BEEN CLOSING ACGESSORY DOORS, C�OSING DOORS TO ELECTRICAL SWITCH BOXES, z SUBMITTED. C. METAL AND GAUGE: UNLESS SPECIFIED OTHERWISE, GALVANIZED IRON SHALL BE AND RESTORING THERMOSTATS TO SPECIFlED SEffINGS. USED THROUGHOUT, FABRICATED, AND INSTALLED SO THAT NO VIBRATING OR 5. ADJUST AIR HANDLING AND DISTRIBUTION SYSTEMS TO PROVIDE REQUIRED 15050 - BASIC MATERIALS AND MEiHODS NOISE RESULTS. IT SHALL BE MADE FROM THE BEST GRADE OF MILD STEEL DESIGN SUPPLY, RETURN, AND D(HAUST AIR QUANTITIES. I■.I,..I SHEET OF THE U.S. STANDARD GAUGE AS RECOMMENDED IN THE LATEST EDITION 6. MAKE AIR QUANTffY MEASUREMENTS IN DUCTS BY PITOT TUBE TRAVERSE OF R THIS HEADING CONSISTS OF FURNISHING MATERIALS OF ASHRAE GUIDE AND SMACNA WITH JOINTS AS TABULATED IN THE GUIDE ENTIRE CROSS SECTIONAL AREA OF DUCT. � A. THE WORK INCLUDED UNDE , SUPPLIES, EQUIPMENT, TOOLS, TRANSPORTATION AND FACILITIES, AND PERFORMING AND/OR SMACNA. 7. MEASURE AIR QUANTITIES AT AIR INLETS AND OUTLEfS. ALL LABOR AND SERVICES FOR, AS REQUIRED IN CONNECTION WITH, OR 8. ADJUST DISTRIBUTION SYSTEM TO OBTAIN UNIFORM SPACE TEMPERATURES PROPERLY INCIDENTAL T0, THE HVAC, PLUMBING AND FIRE PROTECTION WORK, D. DUCT WORKMANSHIP: ALL DUCTWORK SHALL BE CONSTRUCTED AND ERECTED IN FREE FROM OBJECTIONABLE DRAFTS ANO NOISE. AS DESCRIBED IN THESE SECTIONS OF THE SPECIFICATIONS, SHOWN ON THE . A WORKMANLIKE MANNER. DUCTS SHALL 8E STRAIGHT AND SMOOTH ON THE 9. USE VOLUME CONTROL DEVICES TO REGULATE AIR QUANTITIES ONLY T0 DRAWINGS, OR REASONABLY IMPLIED THEREFROM. INSIDE WITH NEATLY FINISHED JOINTS, AIRTIGHT, AND SHALL BE FREE FROM EXTENT THAT ADJUSTMENTS DO NOT CREATE OBJECTIONABLE AIR MOT10N OR VIBRATION UNDER ALI_ CONDITIONS OF OPERATION. THE INTERNAL ENDS OF SLIP SOUND LEVELS. EFFECT VOLUME CONTROL BY DUCT INTERNAL DEVICES SUCH � B. REMOVALS AND/OR RELOCATION OF IXISTING PIPING, INSULATION, DUCTWORK, JOINTS SHALL BE MADE IN THE DIRECTION OF AIR FLOW. DUCTS SHALL BE AS DAMPERS AND SPLITTERS. DUCTWORK ACCESSORIES COILS FANS, AND OTHER ASSOCIATED EQUIPMENT AS SECURELY ATTACHED TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER. 10.PROVIDE SYSTEM SCHEMATIC WITH REQUIRED AND ACTUAL AIR , � � INDICATED ON THE PIANS OR AS REQUIRED TO COORDINATE AND ADAPT NEW CHANGES IN DIMENSIONS AND SHAPE OF DUCTS SHALL BE GRADUAL. ALL QUANTITIES RECORDED AT EACH OUTLEf OR INLEf. AND EXISTING MECHANICAL SYSTEMS TO ALL OTHER WORK. DUCT SIZES FALL WITHIN LIMITING DIMENSIONS INDICATED ON THE DRAWINGS 11.WHERE MODULATING DAMPERS ARE PROVIDED, TAKE MEASUREMENTS AND UNLESS OTHERWISE APPROVE0. BAIANCE AT EXTREME CONDITIONS. EW PIPING AND DUCTWORK. 12.COORDINATE WITH AND ASSIST T.C. CONTRACTORS TO SET MINIMUM C. PROVIDE MECHANICAI: IDENTIFICATION FOR AL� N � � IDENTIFICATION SHALL BE BY SEfON OR BRADY AND CONSIST OF THE FOLLOWING: E. DUCT TURNS: ALL 90 DEGREE ELBOWS UP TO 18-INCHES WIDE AND ALL 45 OUTSIDE AIR VOLUME. DEGREE ELBOWS SHALL HAVE AN INSIDE RADIUS OF NOT LESS THAN ONE-HALF; 1. BRASS VALVE TAGS WITH STAMPED LETTERS SHALL BE PROVIDED FOR ALL (1/2) THE WIDTH OF THE DUCT. WHERE SHOWN ON THE DRAWINGS, 90 DEGREE VALVES. SECURE TO THE VALVE WITH CHROME PLATED BALL CHNNS. ELBOWS WITH TURNING VANES SHALL BE USED CONSISTING OF SINGLE BLADE OMS10N 15/16 COORDINATION: W DUCT VANES WffH 2-1/2 INCH BLADE SPACING. 2. IDENTIFY ALL PIPING, EQUIPMENT AND DUCTWORK WITH PAINTED STENCILS, A. MECHANICAL CONTRACTOR SHALL PROVIDE ALL MOTOR STARTERS AND � PLASTIC PIPE MARKERS OR PLASTIC TAPE MARKERS. MARKERS SHALL F. FLEXIBLE CONNECTIONS: FURNISH AND INSTA�L SOUND ISOLATING FLEXIBLE DISCONNECTS FOR ALL MECHANICAL PROVIDED EQUIPMENT. COORDINATE WITH = INDICATE TYPE INCLUDING SUPPLY OR RETURN AND DIRECTION OF FLOW. CONNEC110NS ON THE INLEf AND OUTLET OF EACH FAN AND UNIT TO WHICH DMSION 16. DUCT CONNECTORS ARE MADE. FLEXIBLE CONNECTIONS SHALL BE MADE FROM � 3. ALL IDENTIFICATION SHALL CONFORM WITH ANSI A13.1. VENTGLASS, NEOPRENE COATED GLASS FABRIC. AT LEAST 1-INCH SLACK SHALL END OF SPECIFICATION � 8E ALLOWED IN THESE CONNECTIONS TO ENSURE THAT NO VIBRATION IS 15250 - MECHANICAL INSULATION TRANSMITTED FROM FAN TO DUCTWORK: FABRIC SHALL EITHER BE FOLDED IN � WITH THE METAL OR ATfACHED WITH MEfAL COLLAR FRAMES AT EACH END TO A. MANUFACTURERS: OWENS-CORNING; JOHNS-MANVILLE, CORP.; MANSON PREVENT AIR LEAKAGE. � � INSULATION CO.; ARMSTRONG; OR EQUAL G. DAMPERS SINGLE BLADE TYPE VOLUME DAMPERS SHALL BE INSTALLED WHERE � B. DUCT INSULATION: WRAP ALL ROUND DUCTWORK WITH 1-INCH THICK BLANKET CALLED FOR ON DRAWINGS AND WHERE REQUIRED FOR PROPER BALANCING. � 1-1/2�/CU. Ff. FlBERGLASS INSULATION WITH VAPOR BARRIER, U.L. APPROVED, INSTALL AS FAR UPSTREAM OF DIFFUSER AS POSSIBLE. HANDLE SHALL BE � CLASS I NR DUCT. DCCEPTION: GREASE DUCT SHALL BE WRAPPED WITH 3 VISIBLE THROUGH INSULATION. � THICK FIRE WRAP. H. DUCT UNER SQUARE AND RECTANGULAR DUCTS) (EXCEPT GREASE DUCT/ � � � , N C. PLUMBING PIPING TO BE INSULATED AS FOLLOWS: DISHWASHER DUCTS) SHALL BE 1-1NCH THICK VINYL COATED FIBERGLASS, K _ � VALUE OF .29 AT 75 DEGREES F, 1.5 LB. PER CU. FT. DENSITY. SECURED TO � 1. INSULATION SHAL� BE SNAP-ON TYPE, FIBERGLASS PIPE INSULATION, 1-INCH THE METAL WITH A SOLID COAT OF ADHESIVE, VINYL COATED SIDE TO THE AIR o THICK, WITH WHITE SELF-SEAUNG F1AME RETARDANT VAPOR BARRIER JACKEf. STREAM. ROUND DUCT LINER SHALL BE 1-INCH THICK FIBERGLASS RIGID ' `�' ALL VALVES AND FITi1NGS SHALL BE INSULATED. INSULATE ALL IXPOSED ROUND DUCT, U.L. APPROVED, CLASS I AIR DUCT. PQO�RE�f� rn PIPING IN SPACE. O�.�• ••. F `" � I. DUCT SIZES AS INDICATED ON THE DRAWINGS ARE OUTSIDE DIMENSIONS, AND 4�:'g.MIS�p.T��, z ' 2. INSULATION SHAL� MEET ALL CODE REQUIREMENTS AND FIRE AND SMOKE WHERE DUCT LINER IS USED, DUCT SIZES DO INCLUDE 1-INCH THICK LINER �':J�' �o`� � ! HAZARD RATINGS AS TESTED BY PROCEDURE ASTM E-84, NATIONAL FIRE ALLOWANCE IN BOTH VERTICAL AND NORIZONTAL DIMENSIONS. ;a Zggp� �; Q, PROTECTION ASSOCIATION 225 AND U.L. 723, NOT EXCEEDING FLAME SPREAD � � �� S 23 AND SMOKE OEYE�OPED �0 RATING3. J. SCA� ,4LL TRAN�'ERSE JOINTS USING A DUCT SF�ALER SUCH AS "HARDCAST; -0R p , ; ., � .... � �° EQUAL �'FSS�• .��G�� i o 3. PROVIDE 360 CALCIUM SILICATE INSERTS AT ALL INSULATED HANGER dNAL I Q LOCATIONS. PROVIDE 180 DEGREE GALVANIZED STEEL SADDLES. K. ROUND FIEXIBLE DUCTWORK (INSUTATED) � 3 ti � � � 15400 - PLUMBING 1. MANUFACTURERS: GENFLDC, THERMAFLEX, WIREMOLD, CLEVA-FLEX, PORTER w CO., P.P.G. CO., OR E4UAL v�, A. THE WORK INCLUDED UNDER THIS HEADING CONSISTS OF FURNISHING MATERIALS, � J SUPPLIES, EQUIPMENT, TOOLS, TRANSPORTATION AND FACILITIES, AND PERFORMING 2. INSULATED LOW PRESSURE FLEXIBLE DUCT SYSTEM SHALL BE A FACTORY Q PROJ. N0. 21111027.00 � ALL LABOR AND SERVICES FOR, AS REQUIRED IN CONNECTION WITH, OR FABRICATED ASSEMBLY CONSISTING OF A ZINC COATED SPRING, STEEL HELIX, Q PROPERLY INCIDENTAL T0, THE PLUMBING WORK, AS DESCRIBED IN THESE WRAPPED WITH A NOMINAL 1-INCH THICK BY 1 LB. PER CU. Ff. DENSffY DRAWN: SEI _ , SECTIONS OF THE SPECIFlCATIONS, SHOWN ON THE DRAWINGS, OR REASONABLY FlBERGLASS INSULATION, U.L. APPROVED, CLASS I AIR DUCT. i, w IMPLIED THEREFROM. ; � ; 3. INSULATED �OW PRESSURE FLEXIBLE DUCT SYSTEM SHALL BE EQUAL TO - CHECKED: SEI i N B. WORK INC�UDED IN THIS SECTION GENFLEX TYPE SLS-1, U.L 181 CLASS I. MAXIMUM LENGTH = 8-0' WITH � o � _ APPROVED: RDM � PROPERLY SUPPORTED SUPPORTS AND HANGARS. i i 1. COMPLEfE INSTALLATIONS OF NEW PLUMBING FIXTURES AND TRIM, ASSOCIATED DATE: June 06, 2011 ° SOIL, WASTE, VENT, AND HOT AND COLD WATER PIPING, INCLUDING ALL NEW L KITCHEN GREASE EXHAUST 'c � CONNECTIONS TO IXISTING SOIL AND VENT STACKS AND IXISTING COLD WATER � PIPING, INSULATION, HANGERS AND SUPPORTS, TO MAKE ALL SYSTEMS REVISIONS: � 1. WELDED BIACK STEEL MINIMUM 16 GAGE PER IMC 506.3 WITH 3" FIREWRAP � COMPLETE AND OPERATIONAL. INSULATION EQUAL TO FYREWRAP EuTE 1.5. 1 BUILDING DEPT. 07/01/2011 � / RESPONSE ! � i � 2. BRANGH LINES AND FIXTURE CONNECTION SIZES SHAL� BE AS SHOWN AND AS M. KITCHEN DISHWASHER EXHAUST 2 FOR 07/11/2011 � N � RECOMMENDED BY THE FlXTURE MANUFACTURER. CONSTRUCTION � 1. STAINLESS STEEL MINIMUM 24 GAGE PER IMC 507.5. 3 VE FOR 08/04/2011 � 3. PROVIDE ALL REQUIRED INDIRECT DRAINS WITH 2 TIMES DIAMETER PIPE AIR CONSTRUCT1oN � �'• N. INFRA-RED HEATERS �; �° C. PIPE MATERIALS . 1. NATURAL GAS �O OZ ARCHITECTURE z � 2. COATED TITANIUM TREATED STEEL COMBUSTION CHAMBER. o� 3. COATED ALUMINIZED STEEL RADIANT TUBES 16 GA. a_� 1. ABOVE GRADE: SOIL, WASTE. VENTS, DRAINS, NO-HUB CAST IRON SERVICE 4. 24V THERMOSTAT CONTROLS. � o WEIGHT, CISPI 301, WITH JOINTS MADE OF NEOPRENE GASKETS AND 5. PROTECTIVE GUARDS. �� STAINLESS STEEL CLAMP AND SHIELD ASSEMBLIES. WILDFLOWER �w 6. FLAME ROOSENSE n . RENOVATION -THE . 4 MAX. � i . ELOW �ROUND SERVICE WEIGHT CAST IRON CLASS B ASTM A74 HUB AND 7. GAS PRESSURE 3.5 M1N 1 2 B . , , 8. DUCTED AIR INTAKE. LODGE AT VAIL �� SPIGOT, CISPI HSN COMPRESSION TYPE WITH ASTM C564 NEOPRENE GASKEfS ISSUE FOR: I - OR SCHEDULE 40 PVC, DWV, COMPLYING WITH ASTM D-1785 AND ASTM 15950 - CONTROLS ANO INSTRU�IENTATION � _ ° D-2665, JOINING PROCESS SHALL CONFORM TO ASTM D-2564. PVC PIPE REFERENCE c� a� INSTALLATION SHALL BE IN COMP�IANCE WITH ASTM D-2321. �., � ACCEPTABLE MANUFACTURERS N% 3. ACCEPTABLE CAST IRON PIPE MANUFACTURERS: ABI, CHARLOTTE, TYLER. JOHNSON CONTROLS �� I� ; SHEET TITLE: � �0 4. DOMESTIC COLD AND HOT WATER PIPING WITHIN THE BUILDING ABOVE GRADE, HONEYWELL RE�I��I�E �� MECHANICAL HALTON ��,� COPPER WATER TUBE ASTM B88, TYPE "L", HARD DRAWN, CAST BRONZE OR CAPTNE AIRE ��0�� SPECIFICATIONS 0 o WROUGHT COPPER FITTINGS, SOLDER JOINT TYPE, USING ONLY LEAD FREE GAYLORD D�t�: ,F�'' �--� " t/ ,,� 95-5 SOLDER. ° � �T . �.� SCALE: N/A j 5. STOP VALVES. ALL FlXTURES AND ROUGH-INS ETC., TO BE SUPPLIED WITH N. WORK INCLUDED Y° � ^� STOP VALVES TO ISOLATE EACH FlXTURE. STOP VALVES SHALL BE NSF 61 ��d�n S SHEET NUMBER � COMPLIANT. 1. PROVIDE ALL LABOR, EQUIPMENT, AND MATERIAL NECESSARY FOR COMPLETE ,� AND FULLY OPERATIONAL TEMPERATURE CONTROL SYSTEM. i � . . x� . .. � .. � . . . . � . � . � � � . . . � . � . .. . . . . � . . . . . . . . � . . � . . . � � . � � OWNERSHIP OF DOCUMENTS: � � . . :. . . � . , . . . . . . . . `/J �� . . � . � . . � � � . . � . . . . . . . . . . . . . . . . . . � . . . . . . � . . . . � � ALL DRAWINGS,SPECIFICATIONS ANO O7HER WORK PRODUCT OF 7HE ENpNEER FOR THIS PROJECT ARE MSTRUMEN7S Of SERVICE FOR THIS PRDJECT IXJLY � � � 'g II Q � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � lHE ENGI EER BY THE ONNEREOF EXTENSIONSOIFEIHIS PROJECTTWITHOUTEWRITTEN PERMI S�IONROF h1E ENGINEER SHAL1 BE AT�lHEOWNE 5 RISKEANDElHE � � � �� '' � �U � � � � � � � � � � � � � � �� " � � � � OwNER ACREES TD DEFEND,INDEIANIFY AN�HOLD HARMLESS THE ENGINEER FliOM ALL CLAIMS,DAMAGES,ANO EXPENSES INCLUDING ATTORNEYS'FEES � �� W(n � . � . � � � � � � � �� . � � � . � � � � � � � �� ARISING OUT OF.UNAUTHORRED REUSE OF THE ENGINEER'S INSTRUMENTS OF SERVICE BY 7HE OWNER OR BY OTHERS ACTING THROUGH iHE OWNER. . � . ��.� . � . . . . . . . . . . . � � � � .. . �� . . �. . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . � . � . . . � . � . .. �0 . � . . . . . . 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(4) PROVIDE SIDE SHIELD DRENSIONS. 3003 Larimer Street 2 PROVIDE UNfT WITH 1HERMOSTAi1C COMROL 5 PROVIDE UNVENTED TERMINATION CAPS. De1�Ver, CO HO2O 'rJ ; � ) t ) � �3) PRO�n�E PROr�crn� crn� Paer Nu�e� Pc. phone 303.861 .5704 �' II aso.o, � �o/2z/ � , FAN SCHEDULE o6,,3,,, 16:34:25 PLAN CODE MFR. I�ODEL INSTALLED SYSTEM FAN TYPE CFM 0 ALT. S.P. IN W.C. WHEEL FAN RPM DRNE TYPE H.P. DAMPER CURB TYPE ELEC. APPROX. REMARKS � S.L OIAMETER VOLT PH. WEIGFfT LBS. �` �°` ' MFR. MODEL �APPROX.) 7YPE SIZE / � ) ` D� _ ,;� _: �, _ _ _ _ _ _ 208 3 ��) �2) �3) �4) �5) �6) ��) �$) �.�< '", 3. � ff-1 GREENHECK Q� 15 11 KITCHEN IN LINE 3900 2.00 20.88 1725 BELT 3.0 / 220 BHP 2.1 ENGINE ERING _ ` _ - -' 1 3 9 10 , . , - W IN LJNE 600 ' 0:75 10.00 2095 BELT OS ' 120/1 125 � ) t ) � ) � ) EF 2 GREENHECK 100 TCNB ' DISH ASHER leadersha thr h E ineerc , .P �9 n9 � ', 1 PROVIDE DISCONNECT 5 WELDED SiEEL �2; IYPE 1 HOOD APPLICATION �6; UPBLAST DIASHARGE (10) DUCIWORK SHALL BE STNNLESS S1EEL. 542�Ward ROad.SUite 200 (3) PRONDE VIBRATION JSOLATION (7) UL 762 OPiION QPVad2,Calorado 800�2-1838 - 4 GRFASE DWUN PLUG WITH GREASE TRAP (8) PROVIDE ACCESS IN 1W0-HOUR ENCLOSURE ON BOiH SIDES. Phone:3�3-422-74�� ) ; Fax:3�3-422-79�0 j www.bcer.cam s940.01 067�34��7 , _ GRILLES, REGISTERS & DIFFUSER SCHEDULE ,0:35:3, I REMARKS PUW CODE MFG.' iYPE MODEL INSTALLED FRAME MATERIAL FlNISH DAMPER TYPE LEGEND I MFG. MODEL SPIN'=1N i : SEE PLANS FOR;NECK SD 1 TiTiJS PERFORATED SUPPLY: PAS SURFACE MOUNTED ALUMINUM OFF-WHITE i W/DAMPER ! SIZE : I ° .� .� ; RA-1 TifUS PLENUM SLOT RETURN TBR-80 SURFACE IAOUNTED ALUMINUM BELECTION BY _ _ 1-SLOT 1-t/2 WIDE 48 LONG ARCHfTECT a � � , � � � �" . � � � � � � � - W J - _ 1,..1_ I-- � � - � � � � � � � � �RpO,Rf��sT o; �,0:'� MISjf';��c`�, c�, . �,°;'�,�' a�'y°;o z � : : .J -.. _' ��2 804 �. �6 � � .. .� . . ; � o��`�S�ONA��-�G\ � I w � i � o � � �� I `�-' , _ c� � � PROJ. N0. 21111027.00 z = DRAWN: SEI � � CHECKED: SEI ; � , � APPROVED: RDM i a DATE: June 06, 2011 .� U REVISIONS: � j1 BUILDING DEPT. 07/01/2011 �, RESPONSE � 2 FOR 07h1/2011 ; � CONSTRUCTION � . % 3 VE FOR 08/04/2011 a CONSTRUCTION � � 0 � 0 OZ ARCHITECTURE �� w � � J'�. . � . . � � . . � . . . .. � � � � . . � . � � � � . . . � . . . . . . . . . . . � . . .. � � . . � � . . � . . . . � � � . �. .� � . � . � , . � . . � . . , . . . � . . . . . . . . � . � � . � � � . . � � � . . � . . . � . . . � � � . . . ,I .. 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REUSE OF ANY OF THE IN5IRUMENTS OF SERVICE OF ■ � � � (n U � � � � � . � . � � � . .. � . � � � � � . � . � � � � . . . � . . . � � � . . 7HE ENGINEER BY TME OMMER OF EXTENSIONS OF 1H15 PRO,IECT WITHOUT V.RITTEN PERMISSION OF 7F7E ENGINEER SHALL BE AT lHE OWNER'S RISK AND'fF7E � �� . - . � � � ��i . .� L.L� � � � � � � � � � � . � � � � � � . � . � � . . � . � � � . . � � �� : � . � . � . OWNER AGREES TO DEFEND,INDEMNIFY AND HOLD HAftMLE55 THE ENGINEER FROM ALL CLAIMS,DAMAGES,AND EXPENSES INCIUDING ATTORNEYS'FEES �� . � W� . . � � . � � � � � . � . �� . . � . � � � � . . � � . . . 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"�j' . . � / ��Cy � � 5M—I fASTYrALNlYAT 1000 12� �r9 10 0 215 12.5 11 - - - r/ /� ��/ �` j%`,/ !�. `,l' i�r'f /, ,,'`l � � ''��`�t�'�s��-'G� �, � - - - - - - �r / ,-� /! �//' � �,�/ ��'%, � S��NAt E� li � � SM-2 PA110-372, 374, 376 285 125 ' 5/8 10 2 175 3.4 i 9 ' - - - - - - - f 'f ��'� ,/'/ �� /��i ',��,,' ! g 3 �� ; z / !� f/ � %/ ; / f � � / i � SM-3 PAT10-378 115 125 5/8 10 1 140 1.4 7 - - - - - - - - ��' / �� / / j f% - - - - - - - - �'` �/� /�,, ��'��' � � ,' , � W !; SM-4 DECK-371,' 373 855 125 5/8 10 6 170 ' 10 9 - - - - - - _ , � i � � �`' i / �� e E-- � - I ��' �� / ; ,/ %� / / � ' � - - - - - � �� ,� �, � / .�� '`,� �f F- SM-5 DECK-375, 377, 379 855 125 5/8 10 6 170 10 9 � `` /f / �'� � w , / / ��- j�;/� �; �% ;� , PROJ. N0. 21111027.00 � _ _ _ _ _ _ - _ _ _ ; f,;// ';r'� ,/,' ,�, o SM-6 ` DECK-472 60 125 5/8 10 1 75 0.7 4 / � � / �' /�� //'� �f�WN: sE� �, ,," / � �� / � � SM-7 DECK-474, 476, 478 220 125 5/8 10 2 135 2.6 7 - - - - - - � � � ,� , / /�, /�� ; - - - - _ - I// ' ,� �'� ,l� �' f �,� ,�'; CHECKED: SEI , .- - — f ; /; ; ,� ,// %�/�' , ' � SM-8 DECK-480 60 125 5/S 10 1' 75 0.7 ' 1 // � , f ' r, ' �� / SGOPE OF WORK FOR THIS SHEET APPROVE�: RDM I � /'l ;/ %% ,,%,!�' ,/:,�`;� / , � sM—s �cK—a�� so �25 5/8 �o > >io �.� s //�! % /� SM—t4 CIRCUIT �1 /;� �l�/ ;�/ "� i 1. ADD AND/OR EXTEND SNOWMELT MANIFOID AND PIPING DISTRIBU110N FOR AREAS SHOWN. DATE: June 06, 2011 � �' , � �,' ' � � ' '` /� � ;, � f ` . I �� SM-9a DECK-471.2�`473.2 < 130 125 5/S 10 2' 100` > 1.5 ' S ' �/ / /,/ � � f ,, / � f� REV�$��N�. � z �, � �, � �� ' i CIRCUIT MANIFOLDS �/ ' � % ' � g� � � � �, , /, f i / � f� // 'f/� � % / �� ! 1 BUILDWG DEPT. 07/01/2011 �/n SM-9b DECK-473, 473.2 70 125 5/8 10 1 85 0.8 4 �� j �'� ,� , /j/i, `j ��/ `/� ,//Jf �i (TYP. OF 3� � �� ! '�%`l j RESPONSE w"_' / � � � � ; � / / �/� I r `� :� � ; � �' � / �� , ; ; ! ; �! j ; i / � � % ' ; 2 FOR 07/11/2011 � 'SM-10 DECK-475 70' 125 : 5/8 ,10 1; 85 0.8 4 ' �/ �% %� �' ,��/� /� � / / � / / / , �/ � /�/ � �, ' % l, ;i ;, ; CONSTRUCTION �' �c�i� � �, � i /" / � / �� i ,� , / �� / ( /�/ , ,' w� SI�-10a DECK-477 370 125 Sf8 10 2 225 4.4 12 !�; ; % , '/ , ,, ; ; VE FOR 08/04/2011 ; ; , ' ,' 3 , , ;� , ' � • , 1 CONSTRUCTION � a , ,, . � , ;� ; � , � , = ; f ,� / f � � � o a SM-11 NORTH TERRACES 305 125 5/8 10 2. 185 3.6 9 �!� �j' � / %� / ' ,'r / , czn � //� / / i, � ,�' � �; ,i;%,� THIS SHEET HAS BEEN REVISED � ' � i , ; ; 1 � OZ ARCHITECTURE � SM-t2 SouTH TERRACES 805 t25 5/e �0 5 t95 9.5 10 I%� , ,, �, - ,// � , � , , ', / EXTENSIVELY. REVIEW IN IT S ENTIRITY. � N /�/ ♦ ' % j' j / / / � ' v� SM-13 : EAST TERRACES 165 125 5/8 ' 10 1 200 1.9 10 // � � / / / fi.� � , �� /,//� � ,%;'�;�'/;%% ,� ; o w SM-14 EAST WALKWAY ' 2100 125 5/8 10 13 200 24.7 10 �/ /� ` . `� � f / / `�l W�L�F L�W E f'Z /�� ;' � �/ � � RENOVATION -THE o_ / , / /, f,�f' � � :SM-15 ; CUCINA RUSi1CA 555 125 5/8 ' 10 EXISTING D(ISTIN6 6.5 ' - D(ISTING SWS/R (IN TUNNEL). I/� �`, 2" LODGE AT VAIL � : . /'/?� /� ISSUE FOR: : o SM-16 D(ISi1NG CONDO DECKS 155 125 - 5/8 10 t 190 1.8 10 �/ /�/ REFERENCE / � � � � ' �a� . � w� 'SM-17 ' PREMIER PLANTERS 1200 125 ' ' S/8 10 7 210 14.1 11 /� /� I �� i .�,j o� SM-,a oE�o �N � ,��;�,��' SNOWMELT SITE PLAN �� sHEET T�T�E: �o /� „ , ,, ��6�� R � �� SNOWMELT SITE PLAN i � ♦ i - ;� — — sM is oE�� iN vE SCALE: 1 4 — 1 0 �N ;/� � ��s�� X° sM-2o cHiu�R Pno 200 �zs s/a �0 2 �zs 2.a s �/�f 2, � , � 2, 4, $� L7�t�° �' Z-�' °t/' , � , � i � , ��_ �_ �� ' � / / � / / / � � - f J 1,�.1 SCALE: 1/4 -1 0 X N (N)SM-21 OPEN SITfING 800 125 ' S/8 ; 10 6: 170' 10 ' 9 NE�IV I�IWIFOLD (ADD ALTERNATE PRICING) � / � f� � � :� � � — �0° � xi �% ,�%� �,� �� ,//�� f/ � � SHEET NUMBER �� ,// �//�,f,/ f�/��/ i' �od�e .� X�� ,r,.�,�/�;�// �,j// ,, ;�� , .�i J � . � . . . . . . . . . . . � / // // / /f. J/ // // // . � . . . . . � . � . . . . � � . . ONTJERSHIP OF DOCUMENTS: � � . � . . . . / / / ' � / / �` / 1 / / - / / / i ALL DRAw1NG5,SPEGFICATIONS AND O7HER WORK PRODUCT DF THE ENqNEER FOR THIS PROJECT ARE INSTItUMENi$OF SERVICE FOR THIS PROJECT ONLY $ II Q . ' � � � � . � . � � � . � � . � � � � � l i / � , i r / i � � . � � � . � � � � � � . � � � � � �AND SHALL REAIAIN 7HE PROPERT'OF THE ENGMEER VMETHER THE PR0.IECT IS COMPLETED OR NOT. REUSE OF ANY OF THE INSiRUMENTS OF SERVICE OF � �■ � � � � �U � � � �. � � . � � � . . � � � � . �� . � � � � � � � � � . . 7HE ENGINEER BY THE OWNER OF E%TENSIONS OF 7HIS PROJECT WIiHOUT YhtITTEN PERMISSION OF THE ENGINEER SHALL BE AT THE OWNER'S RISK AND 7HE � ..i � w(n � � � � � � . . � � . � � � . � .� � � � � � . � . � � � � � � � � � � � � � OWNER AGREES TO DEFEND,INOEMNIFY AN�HOLD HARMLE55 THE ENGINEER FliOM ALL CLAIMS,DAMAGES,ANO E%PENSES INCLUDING ATTORNEVS�FEES � � � . � ARISING WT OF�UNAUTHORIZED REUSE OF 7ME ENGINEER'S INSTRUMENTS OF SERNCE BY 7HE OWNER OR BY OiHERS ACiING 1HROUGH THE OWNER. � �� . . . � . . . . . . . � . . � . . . . . . . . . � � � . . . . � . � . . . . . . . . � . . . . � . . . � � . . . . . . . �� . � � � � . � . � . � . . . . � � . . . . . . . . � . . . . . . . . . . � � . . � � . . � � � � . . . . . . . . . � , � . .. . . � � . � . . . . . . . . . . . . . � . � . . , . . . � � . � � � � . . . �.. . �1 _ _ _ . __ _ _ _. _ __ _ _ _ _ _ _ . _ __ _ ._ __ __ _ _ . _ __ _ . _ _ _ , _ _ - __ __ _ _ . _ _ :_ _. __ _. . _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II , , � , , , ' � , , � , . , �� , , � 'I , , , , , , , , , C� , ; , , , , , ' , , � � A�CNITECIU�E , ; ' , , ' ' 3003 Larimer Street , , � , , , , Denver, C0 80205 ; , , , , � , � ; phone 303.861 .5704 , , , , , I , � � � , , , , , ; ; , , , . , i 1 � ; � , � , , , � - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - = � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, - - - - - - - - - - - - - - - - - - - - - ,- - - - - - - - - - - - - - - - - - - - - - - -, - - - - - - - - - - - - - - - - - - - - - , - - - - - - - � ; . ; i , � I , i � � ; � , . , r , � , _ _. � � ; ; , � I 'i ' � j 1 ! � � ' ' /; i� ,'�;� I , � ,. , , „ � , � \�/J�\ � � ,� � , � , � . . . . r. . . . . 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RDM , , ; ' , �. �. , �� . . . � . . . . . . .... .:j� . � � . . . . . . `�y .'��..;''�a � . . . � . ° ,,. ,��. �, .. „ i � � � ? ,� �� _ _ � � � i � � � ; � ��, ;�� * �,,, : ,,:'�,� � i � i , . : , ,��- �'_ - -._- -.---- =- -__. _>--_ --'�� _ _. -- � --- - ---- - --- - ---- ��---�- ' -- ---� . � � � ' � � , � � � � ,� � � ; �, �, , � �- � - - -� � - - - �- � � - - � - - - - - - - - - �- - _ _ _ _ - - - � - � - - - - - - - � J 11, 11 4 _ ,. � , :_ - - - - - - - - - - - - - - - - - - - ,_ - - - - - - - - - - - - - - _,_ ,; �__. � - - - - - - - - - - - - - - ,. _ _ , � . , DATE: U LY 20 , - - - - - - - - - � - - - - - - - - - - _ _ - - - - - - - - - - - - - - - . -' - ' i ' REVISIONS , ' 1 Bldg Dept 07/01/2011 i i � , , , , Comments ' LEVEL 1 MECHANICAL DEMU PLAN I � , 2 FOR 07/11/2011 � CONSTRUCTION 3 VE FOR 08/04/2011 � � CONSTRUCTION � 1/4"= 1'-0" , , I d . � � � General Notes Work Notes � a� , , , � 0 OZ ARCHITECTURE � � 1. ALL DUCTWORK SHOWN AS EXISTING � 1 EXISTING AIR HANDLING EQUIPMENT.REFERENCE DRAWING M2.2 FOR � � ' ' ' ' N , ,O ADDITIONAL WORK. , ' � , i o , , , � , ' 2O REMOVE EXISTING RETURNAIR GRILLE. " ' WILDFLOWER � N � , ' ' �, 3O REMOVE EXISTING FLOOR REGISTER FOR RELOCATION. RENOVATION -THE , � � � , LODGE AT VAIL ! � , , , 4 REMOVE EXISTING SUPPLY AIR DUCTWORK AS SHOWN. � � , , : � 'O ISSUED FOR: i ° � ' ' SO REMOVE EXISTING GREASE EXHAUST DUCTWORK AS SHOWN. ' � REFERENCE 0 � � , ' ' � 1 6 REMOVE�II TING�EAS�E�AU�FAN. �' . � L � � � . . . . . . � . . . . .. . . . : .. . � . . . . 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N0. 511040.00 � , , , � ' DRAWN: SEI i � , � , , , � , , � CHECKED: SEI , , , , , ' APPROVED: RDM LEVELOMECHANICALPL�N , � � _ - - - - - - - - �- - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - . � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - ,- - - - - - - - - - - - - - - - ' - - - - , DATE• J LY 11, 2011 - � , , � � REVISIONS 1/4"= 1'-0" , , , � ' � 1 Bldg Dept 07/01/2011 ' , , Comments I , 2 FOR 07/11/2011 , , , CONSTRUCTION i ; � 3 VE FOR 08/04I2011 �, CONSTRUCTION Z , , , 0 OZ ARCHITECTURE a General Notes �Work Notes �� , � �� , � � 1. 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N0. 511040.00 I , , � . , i , , , , � DRAWN: SEI i , , , , , , CHECKED: SEI neral Notes , , Work Notes � , , , APPROVED: RDM � � 1. KITCHEN GREASE DUCT SHALL BE BLACK WELDED STEEL WITH 1O EXISTING AHU:CONTRACTOR SHALL INSPECT UNIT AND SERVICE AS REQUIRED.ITEMS - ' 3"FIRE WRAP IN 2 HOUR ENCLOSURE.NO INSULATION _ _ _ _ _ _ _ _ _ _ _ _ _ INCLUDE COMBING EVAPORATOR COIL FINS,CLEANING COILS,REPLACING BELT, _ _' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ : ' DATE' �U LY 'I'I, 2011 , , , OUTDOORS.OUTDOOR DUCT SHALL BE COVERED TO PROTECT , CHECK 8�GREASE FAN BLOWER BEARINGS,BURNER INSPECTIONS,REPLACING � FROM CORROSION.(REF: RCH.) FILTERS,CHECKING COMPRESSORS&REFRIGERANT CHARGE AND CALIBRATE EVISIONS ; THERMOSTAT.EXISTWG MAU:CONTRACTOR SHALL INSPECT UNIT AND SERVICE AS ' 1 Bldg Dept 07/01/2011 j , , 2. DISHWASHER EXHAUST SHALL BE STAINLESS STEEL WITH NO , REQUIRED.ITEMS INCLUDE INSPECTING BURNER,REPLACING BELTS,CHECK& � � � Comments INSULATION. GREASE BLOWER BEARINGS,REPLACE FILTERS AND CALIBRATE TEMPERATURE ,s� � ' SENSOR.PROVIDE REBALANCE OF FAN TO CFM INDICATE0. � � � 2 FOR 07l11/2011 CONSTRUGTION 2O REIOCATE SUPPLY AIR F�OOR REGISTERS TO NEW LOCATION TO AVOID CONFLICT 3 VE FOR 08/04/2011 Z ' WITH FURNITURE.INSTALL IN VERTICAL TOE KICK BETWEEN TABLES.EXTEND 8" , CONSTRUCTION i a - , , , � SUPPLY AIR DUCT TO RELOCATED REGISTER. a� ' � , ' � O MAINTAIN MINIMUM 3"CLEARANCE FROM WALL.ROUTE TO ABOVE ROOF LINE 40". � ` , O OZ ARCHITECTURE � N , , � ' FOLLOW EXISTING DUCT PATH. , � , o O DUCT PENETRATION SHALL BE PROTECTED WITH A THROUGH-PENETRATION FIRESTOP � ` � , �� ,� „ �� IFI ATI N IN A RDAN E WITH ASTME 814 WITH A F AND T , SYSTEM.CLASS C 0 CCO C � WILDFLOWER � , , , , RATING. , , , N I � � � RENOVATION - THE �� m ' ' ' ' 5O INSTALL RADIANT HEATERS WITH HANGER BRACKET FROM METAL JOIST OF AWNING � � � LODGE AT VAIL � � ' � SUPPORT.MAINTAIN FACTORY CLEARANCE. _ � � � ' ISSUED FOR: � 0 ' ' Q 6 CONNECT SUPPLY AIR DUCT BRANCH TO KITCHEN HOOD. ' ' ' REFERENCE a , , , ..n s..�1 � , , � I � , , 7 PROVIDE ACCESS PANELS IN BOTTOM AND SIDE OF ENCLOSURE FOR EF-1 ACCESS , , , ; � m SERVICIING. , , � � , , , SHE TITLE: V ; , , 8 SLOPE DUCT TOWARDS HOOD AT 1/4"PER FOOT. O ' ' ' ' LEVEL ECHANICAL ' , ' ' 9O KITCHEN EXHAUST SHALL BE WELDED BLACK STEEL WITH 3"FIRE WRAP. PROVIDE 2 ' ' �(�� ' N EW WO PLAN � , , � � HOUR ENCLOSURE AROUND ALL WRAPPED EXHAUST DUCT. INCLUDE RATED DOORS � � � � FOR ACCESS TO EXHAUST DUCT CLEAN-OUTS. PROVIDE 2 HOUR ENCLOSURE AND , �� ' ' ' ' PROVIDE 3"CLEARANCE AROUND EXHAUST FAN ABOVE CEILING. SEAL PENETRATION ' ' ��L�� SCALE: 1/4' 1'-0° � , � , � , SHEET NUMBER Q ' ' OF ENCLOSURE TO RATING REQUIRED. ' ��➢ � . �Z� �� ' � � , ' 10 RAISE DUCT UP BETWEEN T1MN TEES. ' o ��e � N � � � , , � � � , 11 NEW LOCATION OF EXISTING FLOOR REGISTER. , , ' ��d�. �� , � � � N � � ' 12 PROVIDE GREASE DUCT CLEANOUT AND ACCESS IN TWO HOUR ENCLOSURE. ' ' � � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - _ - - - - - - - - - - - - ' 13 PROVIDE GREASE DUCT CLEANOUT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J __ _ _ _ __ _ . __ _ _ _ . . _ . __ . _ _ . _ _ _ � � ,� � I �; II i KITCHEN SEQUENCE OF OPERATION , o , NORMAL OPERATION NO COOKING CONDITION : c � A�CHITECIU�E THE HOOD D(HAUST FAN AND MAU-1 IS OFF. THE OUTDOOR AIR DAMPER SHALL BE CI.OSED. THE tl"@@t 3003 Larimer S �� SPACE TEMPERATURE SHALL BE MAINTAINED FROM AHU-1 IN ADJACENT SPACE. � ; Denver, CO 80205 �� ' COOKING OPERATION (HOOD ON — MAU-1, EF-1, DW EF) ' p�'lOCle 3�3.861 .'rJ704 EF-1 �� 9 THROUGH THE HOOD CONTROL PANEL PROVIDED BY GENERAL CONTRACTOR, THE EXHAUST FAN EF-1 'I BY DIV. 16 A n i MAU-1 POINTS LIST � SHALL BE INTERLOCKED TO`OPERATE WHEN THE HOOD SWITCH IS ON (BY DN. 16). FROM AN � AUXILIARY CONTACT AT THE HOOD CONTROL PANEL TO THE REMOTE MAU-1 CONTROL PANEL, THE i.�"�, F TAG DESCRIPTION TYPE � z p „ ,. OUTSIDE �� A MAKE—UP AIR UNIT SHALL BE ACTNATED. THE DAMPER DESCRIBED IN NORMAL OPERATION .ABOVE 1 SUPPLY FAN CURRENT SENSOR BI AIR rfi'�' 8 SHALL BE REVERSED. IN THAT, THE MAKE-UP OUTSIDE AIR DAMPER SHALL OPEN. THE MAKE—UP AIR aC 2 SUPPLY FAN FAULT STATUS BI ;l f'�,� UNIT SHALL BE CONTROLLED THRU THE MAU-1 DISCHARGE AIR SENSOR AN PACKAGED CONTROLS AND P ;�`,,�° i OPERATE AS FOLLOWS: � ' ':` 3 SA DUCT STATIC PRESSURE Ai �� ,�'� '�'t � � , o � � QF �r ,�; 4 SA DUCT HIGH PRESSURE ALARM/SHUTDOWN BI , r� ,, OCCUPIED HEATING: THE FAN SHALL RUN CONTINUOUSLY. HEATING COIL CONTROL VALVE SHALL � �� _ ! '�'' -'� MODULATE TO MAINTAIN A DISCHARGE AIR TEMPERATURE OF 65'F (ADJUSTABLE). CONTROLLED BY �_, ` � 5 LOW LIMIT TEMPERATURE AI i � o� . �t oM ;�` r`; SUPPLY AIR TEMPERATURE SENSOR. 5 6 SUPPLY AIR TEMPERATURE BI �.��;f,_.��-_ E N G I N E E R I N G 4 S UPON FAN START-UP. OPEN OUTSIDE AIR DAMPER TO MAINTAIN A MINIMUM SEfP01NT OF 65 DEGREES '� 7 SUPPLY AIR DUCT SMOKE DETECTOR BI PRE—FlLTER HEATING BURNER Leadership through Engineering �; 8 FIRE ALARM STATUS BI 5420 Ward Road.Suite 2�U , F (ADJUSTABLE). � 9 EXHAUST FAN STATUS BI - DUCT MOUNTED SMOKE DETECTOR SHALL 8E PART OF BASE BUILDING FIRE ALARM SYSTEM. THIS Arvada.Coloradn 8�002-1838 i ALARM SHALL BE SENT TO THE BAS THROUGH THE FACP CONTACTOR. THE SMOKE DEl'ECTOR Phnne:3�3-422-74�� 10 FlLTER PRESSURE DIFFERENTIAL AI I ACTIVATIONS SHALL DISABLE MAU-1 FAN; SAFETY SHUTDOWN SHALL BE HARDWIRED. MANUAL RESET 11 OA DAMPER . SUPP�Y SHALL BE REQUIRED. EXHAUST FAN, EF-1 SHALL REMAIN ON. UPON ACTIVATION OF HOOD ANSUL FIRE Fax:303-422-79�0 I FAN SUPPRESSION SYSTEM (BY GENERAL CONTRACTOR), THE RELAY IN THE ANSUL SYSTEM WILL SHUT-OFF wwwbcer.com � NOTE: POWER TO THE MAU-1 UNITS AND SHUT—OFF EMERGENCY GAS CONTROL VALVE, AND EF-1 SHALL i THIS POINTS LIST IS INTEGRAL WITH FACTORY STAND—ALONE OPERATE. THE ANSUL SYSTEM COMROLLER SHALL PROVIDE AN ALARM STATUS SIGNAL TO THE BASE � BUILDING FlRE ALARM. CONTROLS SYSTEMS AND DOES NOT INTERFACE WITH THE BASE $ , BUILDING BAS SYSTEM. pP T SP PROVIDE MONITORING ON ALL EXHAUST FANS THAT WILL SOUND A NON-SILENCING ALARM IF THE I � MONITOR DETERMINES THE SYSTEM IS NOT FUNCTIONING NORMALLY. i 10 5 6 3 REFERENCE KffCHEN CONTROL WIRING DIAGRAM. '; � � FACTORY CONTROL z PANEL � MAU-1 CONTR�L DIAGRAM � NOT TO SCALE cENE�. NorEs " 1. TENANT SHALL BE GNEN ANY SOFTWARE ASSOCIATED WITH PROGRAMMABLE SYSTEMS. � 2. PROVIDE MANUAL OVERRIDE. � � � 3. MAU-1 SHALL SHUT-DOWN UPON FlRE ALARM FROM ANSUL FlRE SUPPRESSION SYSTEM. " � 4. AU- — 0 T C NE TO E SE IL G 5. REWORK EXISTING CONTROLS ON MAU-1 TO INTERFACE WITH KITCHEN HOOD CONTROL PANEL AND EF-1 AS OUTLINED ON THIS SHEET. .- � � , /� � . 1 � . �.� �_��.__�.�� v.�____� �..�_____-�___�.. .�_...�;� ROOF:_ � �_�_�� _ �� .�_�_-____ ._..., ____-_- � � � � � — - — SUPP�Y AIR � MOTORIZED DAMPER INTEGRAL WITH MAU-1 � TO KITCHEN INTERLOCK WIRING Ms cs BETWEEN EXHAUST FAN EF_1• KITCHEN HOOD AND HOOD CONTROL EXHAUST FAN PANEL BY DIVISION 16 g W �-- - — — �- — — — — — — OA � i � i� � E KITGHEN � MAKE—UP AIR I � M � I � FROM GAS MAIN Q � I � � i INTERLOCK WIRING INTERLOCK WIRING � � Q � _ a --- �__._ BETWEEN MAKE—UP AIR BETWEEN MOTORIZED MOTORIZED GAS a, UNIT AND HOOD GAS VALVE AND HOOD ( SOLENOID VALVE � � I i CONTROL PANEL BY CONTROL PANEL BY i _ ° DIVISION 16 DIVISION 16 i o � i � ' KITCNEN GREASE HOOD N - - - - - - - - 0 - - - - - - � � � z � � ' � � � � � PROVIDE WIRING a ; , BETWEEN (E) MAKE—UP T p0 RE�j � � � AIR UNff AND REMOTE KITCHEN 4RP*••'•••.s,r�. MIS � a� CONTROL PANEL. � p;: 0• �p•, �` c.� G•J�" �2oa a � � �a' �' � 3 2 P ; �8801 ^'; �' � MAFCC-UF AIR UNIT �.- - � � � ' THERMOSTAT ��` '•. .•' o � MANUAL F�S��NAI E�G\� '� � � ACTUATOR AT COOKING COOKING z ; (N)MAKE—UP AIR UNIT � 3 t f i = REMOTE CONTROL EXIT OF KITCHEN EQUIPMENT EQUIPMENT � P�E� HOOD CONTROL PANEL THIS � Y IS FlRE ALARM. A Q � NOTE: SUPERVISORY SIGNAL TIES �? THESE DRAWINGS ARE DtAGRAMMAl1C IN NATURE AND ARE PROVIDED TO SHOW THE GENERAL INTENT OF THE INTO BUILDING FIRE ALARM PR0,1. N0. 21111027.00 a CONTROL SYSTEM (I.E. TYPE OF POINTS, GENERAL NUMBER OF POINTS, AND SEQUENCE OF OPERAl10N). FOR STATUS ONLY. DRAWN: SE) ; � PROVIDE A FULLY FUNCTIONAL CONTROL SYSTEM TO ACCOMPLISH THE SEQUENCES OF OPERATION. INSTALL � � MAKEUP AIR UNIT CONTROL INTERLOCK DEVICES AND PROVIDE WIRING FOR ALL FlELD INSTALLED DEVICES. CHECKED: SEI ; ; �; ` APPROVED: RDM � a �__�____� � � ��:__._._ .�..� _� _._.��_ F�ooR DATE: June 06, 2011 � .� REVISIONS: � � °' 1 BUILDING DEPT. 07/01/20'11 i % RESPONSE �i ! �� KITCHEN CONTROL DIAGRAM - Z oNSTRUCTION 07/11/2011 Q� 3 VE FOR 08/04/2011 o � NOT TO SCALE corvsTRUCTioN 0 � J �. � . � . . .. . . � � � .. . . . . . . . . � . . . . . . . . . � . � . . . . � . . . . . . . . � . � . � . � . . . . . . O , z� 0 OZ ARCHITECTURE o� � � z�T �w WILDFLOWER Y I RENOVATION -THE _ LODGE AT VAIL J _ . . . . . . . . . . � . . . � . �� ISSUE FOR: ', Qa REFERENCE _ i � � w � � �o I �� SHEET TITLE: i � � ��li� �� I�I� MECHANICAL KITCHEN u i ��'��'�� E�� CONTROL DIAGRAM �o �� L��RR E �N �O , °� ��; - �� '<� SCALE: N/A r SHEET NUMBER i �ya � � �od�: �F � .-�� _ � � � . ��X w � . � � � . . . . � . . . . . . . . . . � .. � . � � ... . . . . . . . - . � OWNERSHIP OF DOCUMENTS: � . . . . . � .: . . � �/J� � � � � � � � � � � � � � � � � � � � � � ALL ORAWiNGS,SPECIFICATIONS ANO OTHER WORK PROOUCT DF THE ENGINEER FOR THIS PR0.ECT ARE INSTftUMEN75 OF SERVICE FOR iH15 PR0.IECT ONLY . . .��Q . � � � � . � . . . � � . � � � � � . � . . � � . . � . � . . . . . . � . . . � . . � � � AN�SHALL REMAIN 7HE PROPERIY.DF THE QJGINEER 4METHER THE PRWECT IS COMPLETED OR NOT. FEUSE OF ANY OF THE INSTRUMENTS OF SERVICE OF . . � � ■ � � 'fHE ENGINEER BY THE ONNER OF EXTENSIONS OF 7NI5 PROJECT WIiHOUT WRITTEN PERMISSION Of 1HE ENGINEER SHALL BE AT 7HE OWNER'S RISN�AND 7HE � � �� . � . . . � �� . � . . .� � � . . �� . . � � � . . � . . � . OWNER AGREES TO DEFEND,INDEMNIFY AND HOlO HARMLESS THE ENGINEER FROIA ALL CL41MS,OAMACES,AND E%PENSES INCLUDING ATTORNEYS FEES . . . W . � � � � � � � �� . . . � � . . . � � . � . . � . . � � . . . ARISING OUT OF UNAUTHORIZED REUSE OF THE ENGINEER'S MSTRUMENTS DF SERNCE BY lHE OWNER OR BY OTHERS ACTING 7HROUGH THE OwNER. . �� . � . . � � . . . . .. .. . . . � . . . . . . . . . . . . . � . . . � � . . � � . . � . ��x� . . � � . . � . . � . � . . . . . . . .. . . . . . . . .. . . . . . . . . .. . . . . . .. . .. __ __. _ : . . . _ __ __ . _ . _._ _ __ _ _ __ . _ __ _ _ _ _ __ __ ___ __ _ . _ _ _. __ . . __ : . _ _ _ __ _ _ . __ . _. . _ __ _ __ __ } � _ 1 � ; r , 12x34 _,,_ BLACK STEEL WELDED GREASE 4 � DUCT WITH PROTECTNE PAINTED . A�C.HITECTU�E COVERING (RE. ARCHITECTURAL) MIN. 40" ABOVE ROOF , 3003 Larimer Street SURFACE AND MIN. 10 DCISTING 6" CLEARANCE HORIZONTALLY FROM PARTS Denver, C0 80205 'SURROUND AT ROOF EAVE OF SAME OR CONTIGUOUS PITCH OF ROOF PENEfRATION sui��iNCS phone 303.861 .5704 , � , r. � ROOF EDGE � � K I �; I�, �, _ . K�� : ., � . r:; -�:. , ( ,, . � , ENGINEERING I ; readership through Engineerin9 ;� N 542U Ward Raad,Suite 2DD _ ;/ , X Arvada,Calorada SODOZ-1838 NON OPERABLE WINDOW , � ; /, I M Phone:3U3-422-74U0 ;' Fax:3�3-422-79�� I � / � _ �'� www.bcer.eom % , j i , I ;' ' � I i I, � � � � I ' LOW ROOF � 1 � 1 . � � ' � � � -- - - � � � � � � � � � � � � � . � . � Y . �� . � � . . � � � � . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / . . . . . . . . . . � . . � � . . . . . . . . . . � . . . . . � � . . � . . � � � . � � � . � " . . � � . . .. . . . . . . .. . . /� . . . � .. . . . . . . . .. . .. . . . . . . . � . . . . . . . . . � � . . . . . . . � . . . . . : . . . l . . . . . . . . . . . .. . . . . . . . . . . . . .. .. . . . � � . � � a . . . � � � . . . � . � . � � . . . . � � . � � . . � . . . � .. . . � . � � . . � � � . � .. . . � . . � � �. � . � . . . � . � . . � � � . . � . � . . . . � . . .. � � . � . . .� . � � . .� .. � � . � � . . . � .. . .. . . . . . . . . . . � . . � . � . � . .. . � . . . � . . . . . .. .� �. . � . . � . � . . . . . . . . � . . . . . . � . � . . � . . . . . � . . � � � . � . . � . � � . . . . . . . . � . . � . . . SECTION A � ,, � ,, z SCALE: 1 /2 = 1 —0 � , „ , � , � 1 6 0 1 2 4 � �" TUBING a . . .. . . . . . . .. . . . � . . . �Qa . . . � � . . . . � . . � . . � . � . � . � . � .. � . . . . � . . a °d �..a . . . . . 48x30 CONCREfE PIT a a W 2° BLUEBOARD INSULATION. ° a Qd a , (MIN R-10) WIRE TIE OR STAPLE 2�� ° „ a a .a d . HEAVY DUTY REMOVABLE � a e ° ° a a a a ° e a ti � a � , SNOWMELT PIPING CAST IRON COVER 2 BLUEBOARD a e � , � n m a J INSULATION ° ° ' �J d � . . � � . . . . . . . . . . . . . . . . � . . � � . � . � � � � . . . . . � � . � . � . � . . . � . . . . � . � . . . . . . . . . . � . � . . . . . .. 2'° CONCRETE MINIMUM SUPPLY COMPACTED GRADE Q a g � q a �j _ ABOVE TUBING MANIFOLD RETURN a � .. _ MANIFOLD � q a� �� i ' � . � � . . . � . � .. � � .. . � . � . . � � � Q 'a .. d. _ . . . . . . . . . . „ . . � . q . a ° ° ° a o a HWS MAIN R6 _ ' 4 '°'ll I II— a, a � I-111 I l i= �,: , � a a � l l l—1 l l-1 l l—1 l l-?� ° _-I_TI�� CONCREfE SLAB a a a a �-1 I I I I I-1 I I I I I-1 I 1=i '; J�� - � � �, d m 1 8" i�- - -i� 2" GRAVEL T °'° �'I�i lll�llllllllllllllllllllllllll�l lll_- � —=11- �i�■ �-I I I-I I i-I I I I I I-I I I-I �_ .�- 1-1 . �,� ,,,�-,� �,��-, �;�,�-,�,_�;�, ,,,,�,� ,v,��,U,�� a II!TI=�� —- -_ � ,�- � -�� WIRE MESH OR REBAR � ,� �,��,��;�a,;, �„� � ��-�o �o � ., HWR MAIN I I I-I I I I I I=I I I-I I I I I I_ J -�-I I I � a'r�a_cr�,_r�_`�'�GRAVEL�c>`i��c��'�a`��`�� ' � C-1 �=I�I I I I I H I I I I H I I-i , � � �,� i-- ° � I I I-,'i I I 1=1 I 1=1 I I I I I-1 I I-1 I i -� I- � . ,=1 I I-1 I I-1 I I-1 I I-1 I I-1 I i-1 I I-1 I I-1 I I-1 I 1=1 I 1=1 I a —ii-� i i i-i i i i i i-i i i_i i i=— i i i= 6" MIN. I 1=1(1=1 I 1=1 I 1=1 I 1=1EARTH-1(1=1 I 1=1 I 1=1 I 1=1 I I— —I i�__ I-I I I—I I I—I I I �=I I RADIUS BENDS FOR PEX �� g a —III—�=� III—I!_II— TUBING, 5° MIN. BEND FOR ' Q =I I1=1I 1=)(1=1 I1=1I 1=1 I 1=1I 1=1 I i-1I I-1I(=)I 1=1 o a � J a d I1=i� !'�ill—' CROSS—LINKED EPDM TUBING -I I-I PIPING SLEEVE ��", �S �� VAPOR BARRIER J , , � t�_ �� :`o`�;��° '°, ,� `� °� BELOW INSULATION ANCHOR SUPPLY AND RETURN SOME BENDS REQUIRED TO � MANIFOIDS IN ACCORDANCE WITH 6° HOLE IN CONCREfE BE LIGNT BULB SHAPED MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN SPACING 2° GRAVEL 9,. WITHOUT BEING KINKED � � � NOWMELT MANIFOLD PIT DETAIL S � NoT Ta S�A�E 5,0.0, SNOWMELT SLAB INSTALLATION DETAIL � s 62911 / / NOT TO SCALE 5iaio s/2s/�t pp0 RE��s o� ......, T o vp�;,'0.M�s/f''p';�'�F .Jv lL.4 � �Q C�: °', �a 2 $01 a . � z G ti�, �\��, . . � � F ••....•• ( a� 3 F`�S��NAt E�G � � 3 N J . . . . . . . . .. . . . � . . � � � � Q. � � � � � . . � . . . . . . . . . . � . � � � � � � . � . . � . . � . . . . � . . . . . . . W � J � , PROJ. N0. 21111027.00 z a � � DRAWN: SEI w �, � �, � � CHECKED: SEI . ,II / APPROVED: RDM ° . F�tia�E �ucT (Max. s'—o'� DATE: June 06, 2011 •6 SUPPORT AT 3'-0° O.C. � NOTE• � � �ss �N 2 wA�R REVISIONS: / SPIN-IN W�MVO COLUMN. 1 BUILDING DEPT. 07J01/2011 �, � NOTE: L= 0.25 W (6° � � � MIN. 2 ORPONSE 07/11/2011 � '�-\ — — — -� 3 '; L CONSTRUCTION ELBOW WITH /a DIAMEfER � o INNER RADIUS MINIMUM �`� L I ' 3 VE FOR 08/04/2011 � I o ''�,y,!' � NOTE: , < CONSTRUCTION '� � , ', DAMPERS SHALL NOT BE ' �' a� ; ., =' ' � = �. ,, '� 0 OZ ARCHITECTURE I ( INSTALLED CLOSER THAN ' ; � TWO DUCT WIDTHS TO ; , �� , J�o — — �� ELBOWS OR 45' ,; Q� INTERSECTIONS. �`:�,'; , W . w CONNECT FLEX TO AIR 'a . , , �- . w DEVICE PER SPECS. . WILDFLOWER o � u REN VATI N -T U NER . O O HE �— 1 D CT LI �>° LODGE AT VAIL z� BRANCH DUCT ��1''d C�� i� ��lJ�� ISSUE FOR: ,� �, OBD WHERE SPECIFIED REFER AIR FLOW � �LI REFERENCE � �� - T0 G.R.D. SCHEDULE FOR � ��: - 2— �'� RE UIREMENTS. �, Q CEIUNG SHEET TITLE: �y' - f� MECHANICAL DETAILS � � � � , �� dE�e � �N 1 l o� �T BRANCH DUCT TAKE OFF DETAIL J� � � . � . � . . . . . . . . . . . . . . . � . . . . . � � . � . .. � .. . . � � . � � . � �� . . . . . �, AIR DEVICE REFER TO � SCALE: AS NOTED G.R.D. SCHEDULE AND NOT TO SCALE 233113.18 SHEET NUMBER � AIR DEVICE DETAIL �,��09 �`` PLANS FOR'TYPE. 4 � Xii NOT TO SCALE 233��3.ot w s/22/os .`�J . . . �� . . . . � . .. . . . . . . . � � . � . . � � . OWNERSHIP OF DOCUMENTS: � . . . . . . . ..rm II Q � � � � � � � � . . � � � . � � � � � � � � � � . � . � � ' � � � � � . � � . ALL DRANINGS,SPEL6ICATIONS ANO D7HER WORK PROOUCT OF 7HE ENqNEER FOR TMIS PROJECT ARE MSTRUMENIS OF SERVICE FOR THIS PROJECT IXJLY � � � � � � �' �� . � . . � � � � . � � � � . � . .. � . � � . � . . AND SHALL REMAIN'fHE PROPERTY OF THE ENGINEER WFiETHER THE PROJECT IS COAIPLETED OR NOT. REUSE OF ANY OF THE INSTRUMENTS OF SERVICE OF. � . ■� --�� . � . � � � � � � � � � � � � . � � � � � � � � � � � THE ENGINEER 87 THE ONNER OF E%iEN510NS OF h115 PROJECT WITMOUT Nit1T7EN PERMISSION OF THE ENGMEER SHALL BE AT TNE OwNER'S RISK AND 7HE � � . . . � . .� � � . �y,J � . . . . ' � � � � � . � � . � � � � . � � . � � � � � � � � � . . � � � � . . OWNEft AGREES TO DEFEND,INDEMNIFY ANO HOL�HARMLESS THE ENGINEER FROM ALL GLAIMS,DAMAGES,ANO EXPENSES INGLUDING ATTORNEYS'FEES � � ' � � � . � . � �� . � . . � � � . � � � � � � . . . � . . � � �� . � � . � . ' . � . . . . ARISING OUT OF UNAUTNOR12ED REUSE OF THE ENGINEER'S IN57RUMENTS OF SERVICE BY 7HE ONNER OR 8Y OTHERS ACTING 1HROUGH THE OWNFR. . '- �� . . . . . . . . . . . . . � . . � � . � � . . � . � � . �. � � � . . � . . ' . � � .� � . , � . . . � : . . . . . � . . � _. _ _ _ _ . __ . . _ __ _ __ ._ . ___ ELECTRICAL LEGEND E�ECTRic� sP ECIFICATIONS 260000 x N TH/S PROJECT ALL SYMBOLS IN LEGEND MAY NOT NECESSARILY BE USED O � , ,��i,��w,r�,��,r�'w,r Nv,��w,r�r,r�vu� .� DMSION 260000 - ELECTRICAL SPEGFlCATION I , ,r,vu��,r�,�� ; � ,� rf� ��,r nn�,r,�w�n�r�r�u�r iw.j�w,� /� E VERIFY MOUNTING HQGHTS OF ALL OUTLEfS PRIOR TO E.PANELBOARDS MAY CONTAIN NOT MORE THAN 1W0 SUBFEED % �' �, GROUND/NG/LI GHTN/NG zso5,o - REMOOEUNC PRO�nsioNs LI GHTI NG COMMUNI CATIONS , INSTAl1ATI0N. LOCATE OUTLETS TO CLEAR COUMERS. BENCHES, BREAKERS WITH RATiNGS IN D(CESS OF 100A, BUT LESS THAN �„��.�,.��.,��,�M�.��`x�� a . ��.,�,,��n�.�;,��„��,��.�,v��,.,x:x'�'��Y��x�y��xX��:,Y��,,,��,.;�.��.n;:,,,,��,,;��,.��.�,,,,..N.��.��,��.�� . . 260500 - BJISIC ELECTRIGIL REQUIREMENTS BASEBOARDS OR FlNTUBE HEATERS ETC OR AS REQUIRED TO 225A ' , A D(ISTING SYSTEMS AND CONDITIONS SHOWN ON DRAWINGS ARE , � LUMINAIRES TELEPHONE�COMPUTER GROUND/NG GENERAL REQUIREMENTS PROVIOED FOR GUIDANCE ONLY. THE ELECTRICAL CONTRACTOR SERVICE EQUIPMENL F.PANEL BUSES SHAIl BE COPPER. SHALL FlELD CHECK ALL IXISTING CONDITIONS PRIOR TO BIDDING F. SUPPORT: OUTLET DEVIC PULL AND JUNCTION BOXES RIGIDLY � cauNC Flx1u� � A SEE GENERAL CONDI110NS AND ALL OTHER REQUIREMENTS ' � OO ' �uoR�r Flxtur�s ��01'�E ��^� �HONE oun.�' AND SHALL INCLUDE IN HIS BID IW ALLOWANCE FOR THE REMOVAL FROM THE STRUCTURE EITHER DIRECTLY OR BY USING A RIGID 262913 - ENCLOSED MOTOR COMROLLERS w�u. �ouN� FlxTUr� Q 9 cneiNEr � D a J_ c�ouN� RELATING TO ELECTRICAL SYSTEMS FOR THIS PROJECT. AND RELOCATION OF D(ISTING CONDUITS, WIRES, DEVICES, I '� w w�u �ouN�o _ SUPPORT. IN ACCORDANCE WITH REQUIREMENTS OF ART. 314-23 R T T R � P � P�Y ar�or�E Tr atouN� eus oN wu� FlXTURES. OR OTHER EQUIPMENT AS INDICATED ON THE PIANS OR A.D(CEPT SPECIFlm OTHERWISE MOTOR COMROLLER TYPE SHALL A I 1 C H I 1 E C I U I I E I T� o a r s�c N w/�o w F-rre-i ��oNE �rn�� B.P R O V I D E A L L I I E M S F OR COMPLEfE ANO SUCCESSFUL OPERATION OF THE NEC. � ; BAqC80ARD F � FlREMAN PHONE � � cx�ouNO Roo -c- cROUNaNC coNOUCTOR OF ALL ELECTRICAL SYSTEMS. AS REQUIRED TO COORDINATE AN0 ADAPT NEW ANO IXISTING BE AS MANUFACTURED BY: ALLEN-BRADLEY, CUTLER-HAMMER, �B e�rr�Y P�qc REC�ssEO ttiuo�sc�T - ELECTRICAL SYSfEMS TO ALL OTHER WORK REQUIRED ON THIS GENERAL ELECTRIC. AND SQUARE-D. 3003 Lal'Ifl'1@r Str@@t Flx1u�s ��owE WnEr- � QasrNG ��a�E aunEr 26Z7Z6 - WIRING DEVICES LANDSCAPE FlXNRE � � FLOOR NOUNIED GROlJNO ROD W17H � PAiIENT GRWNDING POMIT C.EIECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. ELECTRICAL PROJECT. � � �NS�c�oN w� RK , B.MANUAL MOTOR CONTROLLER: FULLVOLTAGE STARTING, r,�► �s Denver, Ci� 8�2��J � �HOrie/b�r� aunEr SUBCONTRACTOR IS RESPONSIBI.E FOR INSTALLATION OF ALL WO A DEVICES SHALL BE AS FOLLOWS. 0 KEn�ss FlxTV� �--o--� �.uo�r srn�P o�r� aunEr- = ACCORDING TO ARCHITECTURAL AND MECHANICAL DRAWINGS AS B.WHERE D(ISTING CONDUffS� OUTLEfS. JUNCTION BOXES. ETC� ARE 2. AC. HEAVY-DUTY CLASS. MANUALLY OPERATED CONTROLLER ° � �.oat NouN� MAIN AND OR BEING REUSED MAKE CERTAIN THAT THE' 1. SPECIFlCATION GRADE RECEPTACLES. HUBBELL 5362 SERIES OR pf'lOt'1@ 3�3.861 . 'rJ7�4 aa� MouN� Flx1u� �nTn oun.Er WELL TO RE f WfTH. 1) TOGGLE OPERATOR AND THERMAL OVERLOAD EIEMENT � T � ucHr rnnac w�ni � WIRING IS CONTINUOUS FROM OUTLEf TO OUTLEf. PROVIDE AS ACCEPTED; GROUND FAULT CIRCUR INTERRUPTERS: HU86QL I � � FlXTURE HEADS w� w� • GFR5362, OR AS ACCEPTED. MOUNTING HEIGHT +t S INCH FOR FRACTIONAL HORSEPOWER INDUCTION MOTORS; OR: 2) � D.WORD "PROVIDE SHALL MEAN "THIS'CONTRACTOR SHALL FURNISH, MODIFlCATIONS TO THE D(ISTING ELECTRICAL SYSTEM TO ASSURE T ENTER OR AS NOTED. OVERLOAD EIEMENT. RED PILOT LIGHT. 2 NO/NC FlELD I� LIGHTN/NC7 PROTECTION INSTALL AND CONNECT". THAT IXISTING REMAINING WIRING IS CONTINUOUS FROM OUTLEf TO AF.F. 0 C XILIARY CONTACTS AND PUSH BUTTON i � FlxTURE s ar OUTLET AND CIRCUffS OF ANY SYSTEMS DO NOT PASS THROUGH 2.WEATHERPROOF OUTLET COVER: HUBBELL 5200 SERIES� OR AS INTERCHANGEABLE AU ; � O ; oaa�cY aRCxnr uc�n�iNC �o�cnoN E. VISIT SITE AND INCLUDE ALLOWANCE IN BID FOR ALL COSTS NCTION BOXES THAT MAY BE RENDERED ACCEPTEO. OPERATOR FOR INDUCTION MOTORS 1/2 HP AND LARGER. Q PAGING/INTERCOM/TV • ,vR �iNn� ocon�ic coNNECnoN ouT�ETS OR dU I O -� RELATED TO THE ELECTRICAL INSTALLATION. INACCESSIBLE BY THE REMODEL WORK. 3.AC QUIET-OPERATING TYPE SWITCHES: HUBBELL HBL1221 C.AUTOMATiC MAGNETIC MOTOR CONTROLLERS: FULL VOLTAGE ,�wPUFlQt V va.uME c�rrrna ucHn�iNC �o�crori SERIES. OR AS ACCEPTED. MOUNTING HEIGHT +42 INCH A.F.F. STARTING. NEMA IS 2. AC. HEAVY-DUTY CLASS. MAGNETIC SWITCHES � � 1 su� � -�- F. DEMONSTRATE THE OPERAl10N OF ALL ELECTRICAL SYSTEMS FOR C.CONNECT NEW WORK TO IXISTING IN A MANNER THAT WILL �us c�ouNO enRE coHOUCTOR THE OWNER AT A TIME AS DIRECTED BY ARCHITECT. T0 CENTER OR AS NOTE0. CONTROLLER RATED IN HORSEPOWER. CONTROLLER SHALL BE R �; _ .. -.. . --. _ _ . _ _ _ . _ __ _ _ _ _ _ _ _. _ . __ . _ _ _ _ __ _ _ . _: . _ _ _ . __ _ _ _ _ _ __ , II I � O ; _ � � RRCHITEC�U�E , � � � , 3003 Larimer Street �\, , Denver, CO 80205 � � ii " _; phone 303.861 .5704 o r, a €� � .�� t✓ � 11 � .i* �rtr � �� i�� I Gy�v - I � I ; i �� . � �� ------� � � i � �� :: :: p � � � I � � � �Y �Y � � � i r-r� i i �� —1� �-- ��Y_ i i , � � ;� J,�i . �., .. � � � � � � � � --t:: �'- I I I ' ' 'a a � � �. ,-. _ I I I '`' '`" ` ' I � � �� [.�.-: : .. .. .. .. .. 1. . . . . .. . .... �i � . . . . �i� . � � . . �i. . . � � �i� � . . . �i � . � . . I I I . � . . 1. . . � � � . . � . I� `�� 1�� . . � . . � . �� ` � h�� . . . . . . �?—�"� ' . . . . 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CONTRACTOR TO PERFORM A PRE-BID SffE WALK AND N , , , , , INCIUDE IN BID AN ALLOWANCE TO MAKE THE IXISTING CONDITIONS MEET THE DESIGN INTENT OF , : � 2 1 O 2 4 8 THESE DRAWINGS PER 260510 - REMODELING PROVISIONS. � � � � � 2. ALL DEVICES, FlXTURES, AND EQUIPMENT SHOWN ON THIS PLAN SHALL BE DISCONNECTED WITH CONDUIT N AND WIRING REMOVED BACK TO SOURCE, UNLESS NOTED OTHERWISE. _ o��'�� R��s��' � 3. THE TELEPHONE LINES FOR MICKY'S AND THE WILDFLOWER RESTAURANT SHALL BE SALVAGED AND 4�'�� ' � ��`' � REUSED lN THE NEW RESTAURANT. COORDINATE EXACT REQUIREMENTS WITH THE LODGE AT VAIL IT �;'�� ;Q � DIRECTOR. � 2 ; rn A • • '� 4. WHERE DEVICES� FlXTURES, AND/OR EQUIPMENT THAT IS TO BE REMOVED FROM AN D(ISTING FlNISHED '��',c�'•. � SURFACE TO REMAIN, CONTRACTOR SHALL PATCH OR REPAIR FlNISHED SURFACE AS REQUIRED TO THE `'�SSj�� 'c� i ,� SATISFACTION OF THE ARCHITECT. �I3�1 t _ �,� > 0 i � WORK NOTES: � O1 D(ISTtNG PANELBOARD TO REMAIN. PROJ. N0. 21111027.00 � O2 DISCONNECT EXISTING RECEPTACLE AND SALVAGE D(ISTING RECEPTACLE CIRCUIT FOR REUSE. DRAWN: BLF � w . J I� W D 3O REMOVE LIGHTING FlXTURE BUT SALVAGE EXISTING UGHTING BRANCH CIRCUIT WIRING IN CEILING. CHECKED. KH i o WIRING SHALL BE REUSED IN NEW LIGHTING LAYOUT. REFER TO SHEET E3.1 FOR MORE INFORMATION. 1 Z o APPROVED: . I '�' O4 DISCONNEGT EXISTING TEIECOMMUNICATIONS OUTLEf AND SALVAGE WIRING FOR TERMINATION ON NEW � °�� DEVICE COVER PIATE. DATE: June 06, 2011 J•` i >� O5 D(ISTING �IECHANICAL UNIT TO REMAIN. SAL.VAGE IXISTING BRANCH CIRCUIT AND EXTEND TO NEW REVISIONS: i o �, i W j Q PANELBOARD AS REQUIRED. 1 BUILDWG DEPT. 07/01/2Q11 � `� RESPONSE ; �v 6O DISCONNECT (6) D(ISTING STEP LIGHTS AND SALVAGE LIGHTING CIRCUIT AND LU�IINAIRES FOR REUSE ¢ �' 2 FOR 07/11/2011 �,N AT NEW FlRE PIT. COORDINATE EXACT FlXRJRES TO SALVAGE WITH LANDSCAPE DESIGNER. CONSTRUCTION 3 VE FOR 08/04/2011 i � � � J � . � � . � . . . . . . . . . � . � � . . . � . � . � . . . . . � � � � � � � . . . . . . . . . . . . . . . . . . � W � CONSTRUCTION � o v, o� , 0 OZARCHITECTURE I W � .� ,I ii a I ow , WILDFLOWER � � � RENOVATION -THE I — � LODGE AT VAIL ��. ISSUE FOR: � D N REFEREN E 3 � C O O� d-p � J � ��9C� �� °��1� SHEET TITLE: ' i� o� RE`II��I�D F � �� ELECTRICAL REMOVAL �C��PL�A�J�� PLAN a�i o ' l� ��e � r�✓� -�� i � X� Y� �..� � SCALE: 1/4"=1'-0" �� SHEET NUMBER ,., ��d�; �� S' . � � xu ,, �.� � � . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � . . � � � . � ONNERSMIP OF OOCUMENTS: . � � . . . . . . . .. . . I II Q. � � � � � � � � � � � � �� ALL DRAWINGS.�EQFlCATONS ANO OTHER MAFtK PRODUCT OF 7HE ENqNEER FOR THIS PROJECT Af�INS7fiUMEN15 aF SERNCE FOR 7H15 PROJECT ONLY� � � . � � � � � �(, � � � � � � � � � . � � � � . � . � � � � � � � . � . AND SFiALL REMAIN THE PROPERTY OF THE ENqNEER WHETHER 7HE PRQJECT IS COMPLEIED OR NOT. REUSE OF ANY OF THE INSTRUMENT$OF SERVICE OF � � . ■ � � �� L�(n � � � � � � �� . � � � . � . � � . . � . � � � � � . � � . � . . � � . � � � � � � � � � � � . TNE EMC�INEER BY TME OYmER OF EX7Er+51ON5 OF 7n15 PROJECi x7TH0UT wfilTlEN PFRAIISSON OF 7HE Ervc�NEER 9iALL BE A7 7HE OwnER'S PoSK ANO TtiE . ' E � W� .� . � � .� � � . � � . � � � . � . � � . . . . � . � � . ' � � . � � � � ONNER AGREES TO DEFEND,INOEMNIFY AND HOLD NARMLESS 7HE ENpNEER FROM ALL CWMS,OAMAGES,AND E%PENSES INQUDING ATTIXENEYS�FEES � � � � � � � � � APoSING OUT OF UNAU7NORIZEO REUSE OF 1ME ENGMEER'S INSTRUMENTS OF SERNCE BY THE OWNER OR BY OTHE25 ACTING THRWQI 7HE OWNER. �_ . . �� . . � . . � . .. . . . . . . . . . . � . . . . . � .. . . � .. . . 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N0. 21111027.00 ^J 1 REMOVE OR PULL BACK FEEDERS TO D(ISTING WILDFLOWER PANELBOARDS. z,_,,, � �o O2 SPLICE OR EXTEND IXISTING FEEDER TO NEW PANEL P1. PROVIDE JUNC110N BOX WHERE FEEDER DRAWN: BLF �J ; W TIES IN TO D(ISTING INSTALLATION. �� o J CHECKED: DKH � � 3O CONTINUATION TO SWITCH80ARD "MP-1° IN GARAGE. APPROVED: . ! Q� O4 EQUIPMENT SPECIFlED BY KffCHEN CONSULTANT. CONFlRM EXACT ELECTRICAL REQUIREMENTS WITH c�, MANUFACTURER PRIOR T0 ROUGH—IN. DATE: June 06, 2011 �o �, � � ( w+, ' w � REVISIONS: i o� 1 RESPO SE EPT. 07/01/2011 �� 2 FOR 07/11/2011 �' � a°'i CONSTRUCTION ; J N 3 VE FOR 08/04/2011 o.� CONSTRUCTION . � N p W i �� i !�� 0 OZ ARCHITECTURE ( � � o� � s I J+� �. �' 3 , WILDFLOWER ; �,, � � � L_ RENOVATION - THE LODGE AT VAIL .�'o ISSUE FOR: . � �C�� . .. . . . � � . � . . � . . . � . . � . . � . . � . . . � . . � . � . . . � �I oo REFERENCE i T�Ra�.{� C�� ; X � � L o C� , �� F� � � SHEET TITLE: �� LEVEL O ELECTRICAL � ��.��E POWER PLAN i � I N �'� ��t�. �2° � �(r , �o � �; � x� ��:_ `� SCALE: 1/4"=1'-0" I �� : � T SHEET NUMBER � �:�: � i � X I I . . . ....... � . . . � . . . . � . . . . . . � . . � . . . � � . � � � � ' �ONNERSHiP OF OOCUMENTS: . . . � . . . � . . . . `�J y . � � . � � . � � . . . . � . � � . � � . � . . � � . . � . . . � � ALL DRAN7NG5,SPEpFlCATIIXJS AND OTNER WORK PRODUCT�OF 7HE ENqNEER FOR THIS PROJECT ARE INSIRUTAEN75 OF SERVICE FOR 1H15 PRO.�CT ONLY � --� . J .� � � . � � � . . � . � . � �.� . . � . � � . . � � . . � . . AND SHALL REMAIN THE PROPER7Y OF THE ENpNEER WHE7HER 1HE PR0.IECT IS COMPLEIED OR NOT.�.REUSE OF ANY OF THE INSTRUMENTS OF SERNCE OF �.. � . . �� Q � � � � � � � �� R1E ENGINEER 8Y THE O`NNER OF EXiEN5iON5 OF 7H15 PROJECT N17HOUT wfiIT7EN PEftMiSSON OF THE ENGINEER F7ALL 6E AT 7ME OwNER'S PoSK ANO TME . . . � C/)(, .. � � � � � �� " OwNER nGREES TO OEFENO,tNOEMNIFY AND HqD HARMLESS 7HE ENpNEER FROM ALL CLAIMS,DAMACES,AND ExPEN5E5 IN0.UDING ATTORNEYS'FEES . � � � � � � � . � Lt_N . . � � . � . � . � � � . . . . . . � � . . . � �� . � � � � . . � . � � � � � APo4NG OUT OF UNAU7MORIZED REUSE OF TME ENGINEER'S INSiRUMENIS�.SERNCE BY iHE OwNER OR BY O7HEft5 AC71NG iHRW(��NE OwNER. . � �.�� . . . .. . . .. . . . . . . � . . . . . � . . . . . . . . . . � . . � � . . . � � . . . . . . � . . . � � . . � . �� . . . � . .. . . . , . . . . � . � . 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"' � . � . . . � . . � . . . . . ... � . � � � � . � � . . . . . . . . � . . .. . . . . . . . . . . - . � .. . � � . . � . .. . � . . . .. . - . . . � ELECTRICAL LIGHTING PLAN J , � .. . . . . � � . . . . � � .. . � . . . � � . . . . . � � . �� .. . . � .. . . . : . � � . . . � °' SCALE: 1�4„ _ � ,_�„ � 0 2� � � p 2� 4� g� � �� n� O ��Q oa�;,��fS�J`�,, � �Q.o•�N�. L,��c� . m ca , ° ' � e 3 �-0� : r.a -.� ; � � � Z E y ou��.`.s• o• �.. � �� GENERAL NOT S. Fs�,�� i � . s � 0 �` �'' _ ; z z 2 1. REFER TO "SCOPE OF WORK" AND "CONTACT LIST" ON SHEET E1.0 FOR INFORMATION REGARDING t3'}, � � �°g- LIGHTING CONTROL SCHEDULE — LCP � ��HT�N� oES��N S�oPE oF WoRK. `� J� . � � � . . . . . . . � . . . � � � . � . . . .. . . . . . . . . � �� 2. COORDINATE LIGHTING CONTROL REQUIREMENT WfTH AfV CONSULTANT PRIOR TO BID. PROVIDE AlL MODULE PANEL BRANCH ZpNE �ESCR�PT�oN cormto� �ono r�E KvA PARTS AND ACCESSORIES REQUIRED TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. i v� NUMBER CIRCUff � �J 129 CORRIDOR DOWNIIGHT'S DIMMm LED 224 PR��. N�. 2��027.�� v� 3. � X1 - PROVIDE ARCHITECTURAL EDGE-LIT LED EXIT SIGN WITH INTEGRAL BATTERY AND SELF I w�? t P7-59 121 LOBBY DOwNUGHTS OIMMED lED 168 DIAGNOSTICS. COORDINATE EXACT CHEVRON AND MOUNTING REQUIREMENTS WITH ARCHITECT PRIOR TO DRAWN: BLF � � t2o r�CE�noN HosT sr�wo oiMMm �o �so ORDERING. PROVIDE LITHONIA #EDG G EL SD, OR EQUAL. �I w W 119 RECEPTION DOWNUGHT'S OII�MED LED 135 B CHECKED: DKH � �-W 124 FlN E D I N W G C O V E D I M M E D L E D 2 5 2 4. X2 - PROVIOE EMERGENCY EGRESS LUMINAIRE WITH IMEGRAL BATTER AND SELF DIAGNOSTICS. li N�- 127 FlNE DINING FlREPIACE WW DIf�MED CFl 84 APPROVED: . ��i 2 P�-59 LIGHTING LEGEND COORDINATE EXACT LOCATION AND FINISH OF LUMINAIRE WITH ARCHITECT PRIOR TO ORDERING. o w 128 FlNE DINING DOWNLIGHTS DIMMED LED 150 �� 2s FlNE oiNiNC aoon� s�►�NC oiMMm iID so PROVIDE LITHONtA # ELM2 SD. OR EQUAL. DATE: June 06, 2011 i v 125 FlNE DINING PEND,4MS DIt�MED INC 780 0 RECESSED DOWNLIGHT 5. CIRCUIT X1 AND X2 EGRESS �UMINAIRES TO NEAREST UNSWITCHED LIGHTING CIRCUIT. REVISIONS: ' ^w 3 P1-69 111 CASUAL OINING PENDAMS DIMMED INC 540 6. REFER TO LIGHTING CONTROL SCHEDULE - LCP ON SHEET E4.1 FOR LIGHTING ZONE CIRCUITING 1 BUILDING DEPT. 07/01/2011 � - RECESSED SQUARE-APERTURE WALL WASH � j� SPaRE � INFORMATION. RESPONSE ,I �� SPARE 2 FOR 07111/2011 ; o � LINEAR LED STRIP LIGHT ; �� 115 KITCHEN GENERAL LJGHTING SWITCHED FL 1024 CONSTRUCTION 116 KITCHEN SHELVING PUCK LTG DIMMED lED 36 3 VE FOR 08/04/2011 � 0 4 P1-61 � DECORATIVE PENDANT � 0 118 SPINE TRACK UGHTING DIMMED LED 150 WORK NOTES: CONSTRUCTION N� SPARE ' RECESSED 2'X 2' LENSED FLUORESCENT TROFFER �'�� 122 wINE RnCK DISPInY �TG DIMMED �ED 18 O THE LIGHTING DESIGN JNTENT FOR THIS ZONE OF LIGHT IS TO PROVIDE THE F12 LUMINAIRES IN THE OO OZ ARCHITECTURE � `''� 5 Pt-ss �23 RECE�oN covE DIMMEO �a iss , SURFACE MOUNTED DOWNLIGHT SAME LOCATIONS AS THE EXISTING LUMINAIRES TO BE REMOVED. FIELD COORDINATE EXACT QUAN'fITY ! i >, 112 CasU� DINING BOOTH SEat�NG DIMMED I.ED 100 AND LOCATIONS OF FIXTURES. EXTEND EXISTING LIGHTING CIRCUIT IN THIS AREA TO NEW LIGHTING i Q w SPARE � SMALL APERTURE RECESSED ACCENT CONTROL PANEL, �CP. WILDFLOWER W 108 BAR SHELVING ACCENT L1GHT1N6 DIMMED LED 55 L� i - O2 LUMINAIRE INDICATED AS CEWNG MOUNTED. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO � �.. RENOVATION -THE Q_ 107 BAR SHELVING VERTICAL UGHIING DIMMED LED 100 d TRACK MOUNTED MONOPOINT ROUGH-IN. I i j s P�-ss ios e� oowNUCfmNC oi�Mm � ss Q LODGE AT VAIL ; ��. to5 BAR HIGHUGHIING DIMMED I.ED 200 - - - - - - - FLEXIBLE LED RIBBON O3 PROVIDE 120V POWER FOR 1 ZON OF AWNING L.IGHTING. COORDINATE EXACT LOCATION OF ROUGH-IN � . � ISSUE FOR: � � ° WITH ARCHITECT AND AWNIN��-BUILDER. � � � REFERENCE x 104 BAR DININ6 PENDANTS OIMMED LED 120 � , X � Q � � � -0 103 C/�SSUAL DINING BOOTH TRACK OIMMED LED 150 � �ED TILE [�, � I c's o 7 Pt-63 4 THE LIGHTING CONTROL SYSTEM IS BY A/V CONSUITANT. THE LIGHTING CONTROL SYSTEM (� , c� 109 CASUAL DINING DOWNLIGHTING DIMMED lED 255 t� SHEET TITLE: I �,i COORDINATED WITH THE LIGHTING CONTROL DESIGNER WAS A �UTRON HOMEWORKS SYSTEM. °�� ''� s � SP�aRE OF12 SURFACE MOUNTED DIRECTIONAL MONOPOINT CONTRACTOR SHALL COORDINATE WITH THE LIGHTING CONTROL DESIGNER THE INSTALlATION � �`� � ELECTRICAL LIGHTING I �� i4 cnsu�. oiNiNC u►�cE PENDrwr �iMMm c�. tsa _ REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK, INCLUDING THE INSTALlATION OF SEVERAL � �� LED UNDERCABINET LIGHTING INTERFACE MODULES. VERIF`f THE EXACT LOCATION OF THE INTERFACE MONDULES WITH THE ARCHITECT L� � , o PLAN ' 113 CASUAL DININ6 PENDANT DIMMED CFL 84 �0 8 P1-63 PRIOR TO ROUGH-IN. �� c`U I x.- 102 ATRIUM PENDANT DIMMED CR 168 �� io� nnt�uM MoNOPO�Nrs o�MMED M�v 35o O F�o RECESSED ADJUSTABLE ACCENT 5 FIELD COORDINATE EXACT LOCATIQN OF FIXTURES IN THIS �IGHTING ZONE SO THEY DO NOT CONFLICT � �� SCALE: 1/4"=1'-0° ' i � O �°° �� {� Xiw I T H T H E H o o D. S H E E T N U M B E R �`� � _� �. 6O PROVIDE 120V, 2A CURREM LIMITER AT HOMERUN OF ZONE 104. i � x �� x � . � -��.�w . . .. . . � . . . . . . . . . � � � . . . . . . . � . � . . . � . . . . . . . . .. .. . . � . � � � � OWNERSHIP OF��CUMENTS � � . . .. .. . . � . � . . . . .� .. .. � J ' .. � � ' �� . � . . � � . . � . � � � � � . � � � � � ALL DRAWINGS,SPECir'ICATIONS AND OTHER wORK PRODUCT OF THE ENGWEER FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE FOR THIS PROJECT ONLY �� . . � I� Q � � � � � � � � � � � � � � � � � � � � � � � . � . � . . � � ' . . � . � � . . . AND SHALL REMAIN THE PROPERTY OF THE ENGINEER WHEiHER iHE PROJECT IS COMPLEiED OR NOT. REUSE OF ANY OF THE INSTRUMENTS OF SERVICE OP � . � . � �U . �� . � � . � . . � � � . � � . . . . � � . . � . � �� . � � � � . . � � � � � THE ENGMEER 6Y THE ONMER OF EXTENSIONS OF THIS PROJECT WITHOUT WRITTEN PERMISSION OF THE ENGINEER SHALL BE AT iHE OWNER�S RISK AND THE ' � . �� w� � � � . � . . . . . . . . . . . � .- OWNER AGREES TO DEFEND,INDEMNIFY AND HIX.�HARMLESS THE ENGINEER FROM ALL CLAIMS,�DAMAGES, AND EXPENSES INCLUDING ATTORNEYS'FEES . . . �— . . . . . . . . . . . . . . . . . . ARISING OUT OF UNAUTHORIZED REUSE OE THE ENGINEER'S INSTRUMEN75 DF SERVICE BY THE OWNER OR BY OTHERS ACTING THROUGH THE OwNER. . . � .x� . . � . � . . . . . . . . . � . . ... � . . . . . . . . � . � . . . � . . . . . . . ., . . . . . . . . . .. . . I� � � . � . . . . . . . � i. . ..._. ._..... ..._. ...... .....___. . _._ ....... _... _..... _.. .. _.... .._. ....... ._.. ....... ...._. _... __. __. ..._ ___. .___ ..._. .... ._... .... . _... ..__ .__ ..... . __. _... ..._ __. __. ___ ._._. __. __ ..._. ...... _... ._... __.. ...._ ... .,.. ...... .__ _. ._.. ._.. ._.. ....... ...... ...... ._._ __. ..__ ...... .... ._.. __ ..._. .._... ..... ..._. _._. _._ ..._.. ...... . ..... ...._ ..... ...... ...... ..._. .._. ........ ._._ ..._. .__. ._.. ..... .__. ...._. ..... ...... ..... __ . _ . __ _ . __ _ _ _ _ . _. . _ _. . _ _ _ . _ __ _ __ _ . _ _ _ . . _ _ _ . __ . __ _ _ _ _ __ . . _ _. . I ,, : � ,f " O ;f' R � � Q 4 I A�CHITEC1��f: j 3003 Larimer Street 5 � Denver, CO 80205 � phone 303.861 .5704 I i ( NEW 400A, 208V, 3�, P� , � I 4-WIRE, STAINLESS STEEL 7 3 PANEL80ARD - 42 CIRCUITS IN EACH OF 2 SECTIONS I - �;. yQ. Q��< I -Y,: �5. ; , r , .�o I I ;; , NEW 2 4 0 AWG CU 2"C .T. , ��'� � ) � � �"_ Isc-3 v- ; :. ( , � NEW SPLICE BOX FOR FEEDER GENERAL NOTES: y,., I (E) 2[(4#4/0 AWG CU) 2"C]---.� �-UTIUTY METER ENGINEERING i `. J : - LeacfersFii thr k E ineeri i 2 �.� � . 1. PARTIAL ELECTRICAL ONE-LINE DIAGRAM ONLY INDICATES THE PORTION OF THE ELECTRICAL DISTRIBUTION .P �9 �9 n6 ( �O �. � ,_/ THAT PERTAINS TO THIS RENOVATION PRQJECL 5420 Ward Road.Suite 20� ' EXISTING FEEDERS TO REMAIN `�m �M� , Arvada,Cnloradn 8��2-1838 � � Phone:303-422-740� ------------ , r------------- --� � �-r� I i ?' �i' �T' 'Y j ' i j i ; ; ; ; � � � Fax:303-4Z2-7900 ,� � � J— ' � � ; � � � � � � � � www.bcer.com ; (E) HCE U1ILITY � � � � � � ; T�vSFORMER � � ; , � ; ; ; WORK NOTES: ;---------------; I , �, ,, I I ; � .I .I .I ( I �, CONTINUE TO CONDO � ' ; t t � a� � � DISTRIBUTION SECTION • • l ; `� `� `� `� °o `� 1600A/3P � � O1 LOCATION OF MAIN EL.ECTRICAL ROOM AND MP-1 IN GARAGE � �, ; � � � � � � � � � I . . I I I � i � , �------l�------l�------�►------�------�----{�---^�------------��-------�9--- ----------; 2 APPROXIMATE LOCATION OF PBX ROOM IN LOWER LEVEL OF HOTEL. � , � � , , � , I � I � � ; O ; f-' '; � I :� I % � � � ----------------1------- ---------------------------±---------------------------------w----w------�-------- ��---------- � O3 APPROXIMATE RESTAURANT AREA. ------------ -------------- -�-- MP-1 `.� 3000A BUS--� � ; II Isc-1 =_- 208V, 3�, 4W �--1600A BUS _ � 4 FEEDER ROUTING THRU GARAGE. i O ',, ( �Isc 2 , "MP-1' O5 FEEDER ROUTING THRU UTILITY TUNNEL SPACE. � = — � 2osv a� +w , �:- • • 6 APPROXIMATE LOCATION OF IDF ROOM IN GARAGE WHERE THE N DISTRIBUTION IS LOCATED. '�--- E 8 4 500 AWG CU 3-1 2"C � � ) �� ,, ) � � WffH (2) 3-1/2 SPARE CONDUITS � � - - INE DIA RAM - LODGE AT VAIL KEY PLAN PARTIAL ELECTRICAL ONE L G . SCALE: NOT T0 SCALE � SCALE. NOT T0 SCALE � � � � � FAULT CURRENT SCHEDULE FEEDER TABLE . . . . Feede� InfomwNon u • Per u • x . i Node NodeT �ne V Ava�1 MVA �ize ConducEorT Conduit T �RMS Fault Par rnt R rrt� X � W Nods D � YPe d� From To �Y � Runa Size �° �° Cument Valus Value /R E WIRE + GROUND FOUR WIRE + GROUND � o ross r�y �5� o OVE RENT EDER- COPPER CONDUCTORS FEEDER ' COPPER CONDUCTORS 1 Utility Xfmr Xfmr 208 0 1 300 58.882 0.01000 0.01000 t.00 DEVICE S NTIFlER INSULATION PER SPECIFlCATIONS IDENTIFlER INSULATION PER SPECIFlCATIONS � 2 MP-1 Pand 208 1 2 8 500KCYIL 25 Cu Non—Irlag. 54.948 0.01059 0.01085 1.02 3 Pt Panel 208 2 3 2 4 0 380 Cu Mag. 6.834 0.09359 0.07804 0.83 20 3W (3�12 + 1�12G)1/2"C 4WG20 (4�12 + 1�12G)3/4"C _ 1� ' 30 3WG30 (3�10 + 1�10G)3/4"C ' 4WG30 (4#10 + 1�10G)3/4"C � 40 3WG40 (3�8 + 4"C 4WG40 (4�8 + 1#10G)3/4"C Q 50 3WG50 (3�6 + G)3/4"C 4WG50 (4�6 + 1�10G)1"C PANEL: P1 X t00X NEUTRAI PANEL: P1 ,� „ W x G�ouND 60 0 (3�4 1 C 4WG60 (4#4 + 1�10G)1-1/4 C N�PACIIY - �00 AMPS X MNN Ce S¢E: 100 IWP 70 3WG7 (3�4 + 1 1" 4WG70 (4�4 + 1�8G)1-1/4"C Nc w►,a�c = �o,000 �w�s x r�cas�o �o0 3wc� �� + �#sc)�—� ' 4wc�oo (4#� + �#sc)�-�/2°c � WLTAGE � 120/206 ViOLT� 3 PH , 125 3WG125 3�1 + 1#6G)1-1/4" 4WG125 (4�1 + 1�6G)1-1/2"C lYP VA DE9CRIPTION P C6 qcT PH CKT CB P DESqiIPIION VA i1rP 1YP VA DESCRPTI01�1 P CB q(T PH CKT CB P OESCRIP'IIOPI VA lYP 150 3WG150 3 1 0 6G 1-1 4" 4WG150 4�1/0 + 1�6G)2"C K 1300 4-FOOD WASTE COLLECTR 1 20 1 A 2 150 3 7A-WAREWASHER RACK 23900 K [1] 1� 13824 (E� RTU 3 50 43 A 44 20 3 (E) MUA 2700 1� [1] � � � � � � � � W K sso 16A-REACH IN REFRIG. � 20 3 B 4 TANK HEATER � e 4s 175 3WG175 �2/0 + 1�6G)2"C 4WG175 (4�2/0 + 1�6G)2"C ` K 1200 17—MICROWAVE OVEN 1 20 5 C 6 47 C 48 � 200 3WG200 (3�`+ 1�6G)2"C W (4�3/0 + 1�6G)2"C K 960 18A-PIZZA PREP REFRIG. � 20 7 A s 20 1 22-REACH IN REFRIG. �2o K [�] � �t�s (E) DWEF t 20 4s A 50 20 3 EF-t ��s � 225 3WG225 (3#4 + 1�4G)2°C 25 (4�4/0 + 1�4G)2-1/2"C K 1920 19—SLOW COOK OVEN 1 20 9 B 10 20 1 24—PASTA COOKER 240 K �I 100 P-1 1 20 51 B 52 � K sso 18.1-ICE CREAM DIP CAB. � 2o tt c �z SHUM TRIP [2] E asa POWER PACK � zo � c s4 50 3WG250 (3�250KCMIL + 1�4G)2-1/2"C 4WG250 (4#250KCMIL + 1�4G)3°C K 1200 84-GLASS FROSTER 1 20 13 A 14 20 1 813-8ACK BAR COOLER 120o K � 183o KEG COOLER 2 20 55 A 56 20 1 CONV. RECP. 90o R 30 3WG300 (3�350KCMIL + 1�4G)2-1/2'C 4WG300 (4�350KCMIL + 1�4G)3-1/2"C K tsoo B6-GLASS WASHER 1 20 �5 B 16 20 � B14-BACK 8AR COOLER t2oo K 57 8 5s zo t CONV. RECP. 90o R K 1200 89-BACK BAR COOIER 1 20 �7 C t8 20 1 FRONT BAR OUTLETS t2oo K [3] L t233 IIGHTING � 20 59 C 60 2o t EXT RECP, RAD. HEATERS 30o E 350 � 3WG350 (3�500KCMIL + 1�3G)3"C 4WG350 (4�500KCMIL + 1�3G)3-1/2"C [2 SHUNT TRIP ts n 20 �0 3 78 -WAREWASHER RACK ts000 K [3] � t2�o LIGHTING � 2o s� n s2 zo t gqR N'S t000 E 400 G400 (3�500KCMIL + 1�3G)3'C 4WG400 (4�500KCMIL + 1�3G)3-1/2"C J m K 8so 26-CONVEC110N OVEN 1 20 2� B 22 BOOSTER HEATER [3] L 1295 LJGHTING � 20 63 B 64 20 � SATELLITE RECENERS t50o E 500 3 00 2[(3�250KCMIL + 1�2G)2-1/2°C] 4WG500 2[(4#250KCMIl + 1�2G)3"C] � E �000 ANSUL CP � 20 23 c 24 [3] � �4� IIGHTING � zo ss c ss 2o t _ z 600 I 3WG60 2[(3�350KCMIL + 1�1G)2-1/2"C] 4WG600 2I(4#350KCMIL + 1�1G)3" � E 1000 HOOD CP 1 20 25 A 26 20 1 KITCHEN OUTLETS 1200 K 1 20 67 A 68 20 1 LCP 1 PROCESSOR 1000 E N K sso 188-PIZZA PREP REFRIG. � zo z� s 2$ 20 � KITCHEN OUTLEfS t2oo K [3] � t32o LJGHTING � 2o ss e �0 20 � PROCESSOR PANEL t000 E 800 ' 3WG800 2[(3�500KCMIL + 1�1/OG)3"C] 4WG800 2L(4�500KCMIL + 1#1/ -1/2"C] � K 960 168-REACH IN REFRIG. 1 20 29 C 30 20 1 KITCHEN OUTLETS t2oo K 2 1 20 7t C 72 20 1 1000 3WG1000 4 250KCMIL + 1�2/OG)2-1/2'CJ 4WG1000 4[(4�250KCMIL �2/OG)3"C] � „ ,� K �zao 20A-STEAM TABLE t 20 3t n 32 20 � POS tzao E SPACE �3 a 74 SPACE 1200 3WG1200 4[(3� KCMIL + 1�3/OG)2-1/2"C] 4WG1200 4[(4�350K + 1�3/OG)3"C] - o K 1200 20B—STEAI� TABLE 1 20 33 B 34 20 1 POS 12U0 E SPACE 75 B 76 SPACE K i2oo 20C-STEAM TABLE � 2o ss c as 20 � KITCHEN CONV. RECP. �o R SPACE n c �s SPACE 1600 3WG1600 5[(3� CMIL + 1�4/OG)3"C] 4WG1600 5[(4-�50 MIL + 1#4/OG)3-1/2"C] °O K 1200 20D-STEAM TABLE 1 20 37 A 38 20 � SPARE SPACE 7s A 8o SPACE 2000 3WG2000 6[(3�500KCMIL 1�250KCMILG)3"C] 4WG2000 6[(4 KGMIL + 1�250KCMILG)3-1/2°C] � K t2oo 20E-STEAM TABLE t 20 39 e 40 20 � SPARE SPACE st e s2 SPACE , � K 840 23-ICE DISPLAY t 20 41 C 42 2o t SPARE SPACE 83 C 84 SPACE 2500 3WG2500 7[(3#500KCMIL + 350KCMILG)3"C] 4WG2500 4�500KCMIL + 1�350KCMILG)3-1/2"C] aQ Rf�/ � �on� n� o�rwD Fa�croR NEC o�a�o o�uwo 3000 3WG3000 8 3#500KCMIL + 1� KCMILG)3"C 4WG30 8 (4�500KCMIl + 1�400KCMILG)3-1/2"C] a`�P •....,.sTf 3 CONNECTED LOAD ��) DEI�IWD LOAD (VA) �� q�,� p. L,q�;��'4. v LOAD (VA) c,,�,, �,� N _ . . �' _ ' 32 ' .� Wrm� aoa-► �.00 caoa t.za a�oo A; ° REC 1 st 10 KVA 2340 1.00 2340 1.0 2340 9p: . i U REI�IAINING 1.00 0.5 '`��'�'••. ••�� IMGEST MOTORS 13824 1.00 13824 1.25 17280 `SS�� ' ��.,��i � �N� �� 9B� ,.� 96z2 ,.0 96zz SWITCHBOARD "MP- OAD UMMARY �: I J EQUIPMENT 11564 1.00 11564 tA 11564 � Q H�►nNC �.oa �.25 w P�wa �.00 �.o �a� oes��noN v� � �nr�oR�Qt �.ao �.o PROJ. N0. 21111027.00 i Q iarcHa sszso �.00 ss2eo o.ss �s2 i � T+or�u. �t2�.4o04 t�2�35 s3sss c�ntxnr oN "�P-t" AT 1600E1 208V� 3-Pw►s a 576,000 DRAWN: BLF c� PFU�E �QADING � A= 38128 VA DERAlED OENAWD LQAD = 260 AMPS 12—MONTH PEAK OEIdIWD (JIW 2011) _ ,000 CHECKED: DKH ; �`' B� 39617 VA SPARE CAPA�CITY = 359r 140 AMPS 1259L OF PENC DEI�IAND PER I�C 7 = � � � � c= �sst vn �orK = �oo �wPS , APPROVED: . CAPAtxiY oN "�IDB' IESS t25 F PENC DEwwo SU6ipT�L 93�5 ° VA % [t] PROVIDE NEW CIRCUIT T0 D(ISTING �tECW1NICAL EQUIPMENT. I � i -` [2] ir�oac sHUM�P a�curr eR�� wm� aNSU� srsr�. aoom �oaos _ DATE: June 06, 2011 � � [3] WIRE CIRCUR THRU LS�L PANQ p1 _ _ � REVISIONS: I w SUBI�OTIIL 93.695 VA 1 BUILDING DEPT. 07/01/2011 � � RESPONSE w a°'i LOADS 2 FOR 07/11/2011 �cLi> AURANT ASSU�IED 50� 4F 400A = , CONSTRUCTION 50 o� � v CONSTRUCTION � 3 VE FOR 08/04/2011 � SUBTOTAL 72.000 yq 0 ', ' �� _ 0 OZ ARCHITECTURE TOTAL LOAD ON „�IP-1" � VA � � 320 �PS Q o TOTAL f�WNING CAPACITY ON "MP-1" WITH . VA - 3 � °w t�nsm �onos Flto� � �w�noN. 199 �Ps WILDFLOWER W Z i - RENOVATION - THE � , ,�,•� LODGE AT VAIL z> o_,_, SUE FOR: Jo R ERENCE � � �� J � J 3 � � � ELECTRI E: ONE-LINE � �� '�� /�I� �� F� �� DIAGRAM & HEDULES 7 N o� �� PL��i�� .Tr . . . . . . . . . . . . . . . . . . . � . . . . � . . . . . 0� . � . . . . . . . . . . . . . . . . . . . . . � . . . . . D�.��o_ � � -�,� � SCALE: N/A � J� � � . . � . . . . . . . . . � . � . � . . . � . � � � . . . N � SHEET NUMBER .--.� � ��; _ � ��e � � i� , X�n�� I� �"'�� ALL DRA�WIN�$PECIFlCATIONS ANO OTHER WORK PRODUCT OF 1HE ENCINEER FIX2 7H15 PROJECT ARE INSTRUMEN75 OF SERNCE fIX2 7H15 PROJECT ONLY ') a � � � ' � � � � � � � � � � � � � � AND SHALL REMAIN THE PROPERTY OF THE ENGINEER WFIETHER THE PFtOJECT IS COMPLEIED OR NOT. REUSE OF ANY OF THE INSTRUMENTS OF SERVICE OF � � N V � � � � � � � � � � � 7ME ENGINEER BY THE ONTiER OF�EX7ENSIONS OF THIS PROJECi M771i0Ui wR177EN PERMISSION OF TME ENCINEER SNnLL BE AT TME OwNEP'S PoSK ANO THE • W� . � � � � ' . . . . � . . � . . . . � � � . � . � � � � � � � � . � . � � . � � . . � OWNER AGREES TO DEFEND,INOEMNIFY ANO HIXD HARAILESS 7HE ENQNEER FROM ALL CLAIMS,DAMACES,ANO EXPENSES INCLUOING ATTOfiNEYS�.FEES � . � � ARI9NG OUT OF UNAUIHORIZED REUSE OF 7HE ENGINEER'S INSTRUMEN7S OF SERNCE 9Y 7HE OWNER OR BY OTHERS AC71NG THRWGH THE OWNER.� �� .m . . . . . . . . . . . . . � .. � � . � . . . , . . � . � � . � . . � . . . . . X�. . . . . . . . . . . � . . . . . . . . . . . . . � . . .. . . . . . . . � � � � �� . . . . . . . . . . . _ .. _ _ _ _ . _ _ . _ . __ _ _ _ ._ _ _ _ . __ _ _. _ _ . _ __ .. _ ._ _ _ ,_ __ _ _ __ __ _ _ .. _ _ . ,,� _. _ . _ ( . . � � , . ( ' � ' 3 R LIGHTING FIXTURE SCHEDULE oesi n oeve�o ment:05-23-20�� O . . 9 P � C�MChe'Ck S�ft�/are Ver$��n 3.�.� REVA:06-29-2011 1.Verifylengthspriortopurchaseordec � Warm white(2700K)standard output surface 2.Provide connectors and power feed ' _ _ ,. X1B . . . . , . . . . . . . . EIWBy S Th@ LOdgB et Vell .:._ �. GM Li htin LTR300-SO-27 1.52W/LF LED flexible LED nbbon 16.4 per roll) Casual Dining mount accordin to final lengths/quantity. i n te ri o r L iah t i na C o m I i a n ce ,�4 East�o�e��eek o��e � ARCHlTEC1��E �J �J � Vail,CO 81657 .. _ ..�,�_�K,;�s 100W dimmable magnetic low- � 3 LTH-100-DIM N/A voltage powersupply 1.Coordinate remote mounting location. 3003 Lar�mer Street ■ ■ ifi . . . : �+ Q �� locatwn mountm notes 1.Venfy lengths pnorto purchase ordec �enVer� l.i� U�2�5 type catalog number lamping descnpt�on 9 ' Wartn white(2700Kj standard output Columns at " surface 2.Provide connectors and power feed � :,��:�. . X,� � � - - . . , . . h ne 303.861 .5704 - } .��>�,�= GM Li htin LTR300 SO 27 1.52W/LF LED flexible LED ribbon(16.4 per roll Bar mount according to final lengths/quantd . p O 2009 IECC � �;•a��_��1��,: _ _ =,;.w.; .:.� 100W dimmable magnetic low- � ' R ce tion 4-mch apeRure recessed LED e p ��:�,y� , . , . . . ' LTH-100-DiM N/A voltage power supply 1.Coordinate remote mounting location. , , , , F1 Wila�ighUng 621-432-SA20-80 15W LED 2700K downhght Dirnng recessed Section 1: Pro�ect Informat�on i 1.Verify lengths prior to purchase order. , ; Warm white(2700K)standard output surface 2.Provide connectors and power feed PfO�@ t T : N W I '�� Color Kinetics MX Powercore 523- Reception- surface `. ;, _ X1D • � . _ ' ' � m ac ordin t final len ths uantit ' J c ype @ COIISt�uCt OI7 ; . . . _ � �_.; GM Li htin LTR300 SO 27 1.52W/LF LED flexible LED nbbon 16.4 per roll Bar Fa�ade ount c o Iq y. • • . , • `, 000050-02 6W LED 2700K 12-inch 120V LED cove,2700K Glass Box mount 1.Coordmate cove detail with archtiect. _;, _� � Pro�ect T�tle. Elway s-The Lodge at Vail <<�, ° loow dimmable magnetic low- �.�.. LTH-100-DIM N/A voltage power supply 1.Coordinate remote mounting location. . �.. Construction Site: Owner/Agent: Designer/Contractor: F2 tos-0000a�-oo �eadercabie ` ` ` ,,'�:: <=-� 1.Verify lengths prior to purchase ordec _}`_ ; , 174 East Gore Creek Drive OZ Architecture Element Architectural Lighting Design _ • • Warm white 2700K standard output surface 2.Provide connectors and power feed `�`- �' Vail,CO 81657 3003 Larimer Street 983 Cher vale Road - - � � : �.� :. �Y ,. _.... ` ,. �_:, _� - � . ` ,. X1 E M i htin LTR300-SO-27 1.52W/LF LED flexible LED ribbon 16.4' er roll Bar Soffit mount accordin to final len ths/ ua�ti '` ` G L P q . � :; ..� Denver,CO 80205 Boulder,C0 80303 5-inch aperture recessed CFL Entry, -�'"'�`��' �' - . . °�= - - � . . . . . . . . . . , . . ,�r ..Aa, 100W dimmable ma netic low- ` 303 861 5704 ekoonce@elementlightmg.com F3 Lightolier D4A73-8011CL-D4132VMX 26W CFL downlight with decorative glass ring Ciculation recessed 1.Venfy voltage wdh electncal engineer. 9 - , LTH-100-DIM N/A voltage power supply 1.Coordinate remote mounting location. y , « �T�. � , � ;:..� � , ,.,,- �-_ , . .. � v,r 7�r. , ._ ,.,�,: ..-; :_ x _ _. .t . ___ �>; . _ � - - � , . _ .- � _� _, � _..:: � _ ,. , z..� . .. � v. , � . w_ �.. � �.._ _ �. �. ,. _ �-..., _, z _� ..__ _, .: °< ?: �- - . _. w. . . _..--. _ , . �t _ , . _ . , _ , _, _ ,__ ._. r_ � ., � .. . _ . n , ,,.. - . _ , _� . � _ . � . f , G _ .� _�� .., _ _ _ _, _ � . � . ,. t. _._ � ._ , . _ _..., _ �, � __ . . . � _ . r , E INEERIN . ._ � . _ _ ax _ . � _� _ __ _ _ ___._ � _. ;.�_ _.. _. , ,._�., . . . _ _ � , �,_._ _ ,. �_. �__ . _ . _ _�.. _ �_ _ ..� . . . . . , }�-� _�.,y ,,�_.. _ � � N G .� : r _,. . ,.._�. . ,.. . , ^. _. ., .., --... _ ..,. .:Y Section 2: Interior Li htm and Power Calculation , . __ . _ � _. . . _ ___ _ g 9 , Color Kinetics ew Cove EC Powercore surface 1 -in h 12 V LED cove 2700K Dinin mount 1.Coordinate cove detail with archtiect � = LeQ�e'YSh p thrml�`L�'Ylgi'YLee'YiRi9 #523-000004-60 3W LED 2700K` 2 c 0 , .,, a B c o �- ; . Fa 5420 Ward Road.Suite 2�0 Area Category Floor Area Aliowed Allowed Watts " #108-000032-00 Leader cable „' Hammerton LA2102(fine mesh&dark 60W candelabra Dining Room (ft2) Watts/ft2 (B x C) P1 mica,standard antique iron) base decorative pendant 105 suspended AI'VBda,Colorado S��OZ-1838 Dining:Bar Lounge/Leisure 4840 1.3 6292 . Ph011E:3�3-422-��100 #523-000006-01 4-ft mouting track Total Allowed Watts= 6292 P2 NOT USED ' ` Fax:303-4YY-790� Moda Light ANTI-GLARE PUK-B-INW- Display and semi- 75 1.2W LED LED accent Reception recessed www.bcer.cam Section 3: Interior Lighting Fixture Schedule � ' � _"^_� F5 1.Single driver powers 15 ANTI-GLARE PUK � � 18W 350mA constant current LED fixtures. 2.Coordinate remote mou�ting TBD-refer to AxoLighting'Ukiyo' Large Casual A, B C � E �" MP04N driver location with architect. P3 fabriclmeta!frame;custom modiied decorative pendant- Dining suspended 1.Allow for(6)26W dimma6le CFL lamps. Fixture ID:Description!Lamp J Wattage Per Lamp/Ballast Lampsl #of Fixture (C X D) Fixtul'e Fixtu�es Watt. � 1.Verify all parts and components with Translite Sonoma RETRO 16 RES2- architect and contractor prior to purchase Dining:Bar Lounge/�eisure(4840 sq.ft) ' , BTGST-AL "retro"�ow-volta e track head Loun e order. LED:F1:4"recessed dwnit 15W LED/Other 1 36 15 540 TBD-refer to AxoLighting'Ukiyo' LED:F2:6W 12-inCh linea�LED cove/Other 1 31 6 186 BT-8'-505-AL 8-ft conductor/be�dable track 1.Veri fixture finish with architect. P4 fabriclmeta!frame;custom modified decorative pendant- Atrium suspended 1.Allow for(6)26W dimmable CFL lamps. Compact Fluorescent 2:F3:5-inch ap resd CFL dwnit!Quad 2-pin 26W/Electronic 1 14 28 392 1.Coordinate sus ension len th with � �ED:F4:3W 12-inch linear LED cove I Other 1 84 3 252 .. . BT-512-AL coupler P 9 � architect. 2.Manufacturer shall provide LED:F5:LED puck light(3x18Wdriver)!Other 1 3 18 54 Fs Neidhardt PENDANT A19-TRACK Lightolier track adapter. 3.Verify adapter TraCk li htin 1:F6:monorail with LED fixtures Watta e 6ased on low-volta e transformer 0 0 0 150 BT-310-AL ceilin anchor cable ;� ADAPTER 6W LED decorative LED pendant Bar Seating suspended finish[BLACK]with architect. 9 9 9 9 '.�.. �`'�"�� capacity 1.Tra�sformer shall supply dual-feed canopy. ��;: PS. 8-ft individual track(includes power �� • • • • '------ - BT-510-AL Power canop dual feed „�� ' 6002NBK feed 1.Veri fixture finish BLAC with architect. , Track lighting:F8:monorail with LED fixture Wattage based on low-voltage transformer 0 0 0 150 Total LED load must be greater than half the , ��_ � ) fy [ K] ' capacity transformer size. 2.Verify voltage with �_.,3,��...z„�.,,, LED:F9:4.75"ap recessed LED dwnit6.1 /Other 1 13 11 143 Tac�-iao-xx ��ow inayiiclii.Uanaf�in�c� cic�,L�ia.al�� 6008NBK 8-ft line-volta e plain track 1.Veri fixture finish[BLACK]with architect. LED:F11: 12"x12°LED tile 10.6W/ea/Other 1 1 160 160 3.6W LED lamp.24-degree beam • •' Moda Li ht MR16-ALUMINUM-WW-24 3.6W MR16 LED s read.Dimmable. 1.Veri lamp fits within fixture. Halogen 11:F12:surf mnt directional PAR20/Other 1 7 50 350 P 6053NBK variable angle connector 1.Verify fixture finish[BLACK]with architect. Com act Fluorescent 4:F13:2'x2'resd fluor troffer/BIAX 40W/Electronic ` 3 8 128 1024 ' P Compact Fluorescent 1:F14:4.5"resd wall wash/Triple 4-pin 26W/Electronic 1 3 28 84 �ED tape:X1 A:2700K flex LED ribbon 41 LF-60Wd/Other 1 1 60 60 element architeciural lighting design,LLC page 1 of 4 element architectural lighting design,LLC. page 3 of 4 LED tape:X1 B:2700K flex I.ED ribbon 45'/Other 1 1 100 100 LED tape:X1 C:2700K flex LED ribbon 8x8'/Other 1 1 100 100 � LED tape:X1 D:2700K flex LED ribbo�8x8'/Other 1 1 100 100 tED tape:X1 E;2700K flex LED ribbon 8x8'/Other 1 1 100 100 3 3 Decorative:P1:dec pendant(60W i�candescent)/Other 1 22 60 1320 Decorative:P3:decorative pendant-6x28WCFL/Other 1 1 168 168 F7 NOT USED - Decorative:P4:decorative pendant-6x28WCFL/Other 1 1 168 168 1.Verify all parts and components with TBD-refer to AxoLi htin 'Uki o' 9 9 Y Decorative:P5:deCO�ative endant-3WLED!Othe� 1 20 6 120 Translite Sonoma RETRO 16 RES2- architect and coM�actor prior to purchase p6 fabriclmetal frame-custom modiFed decorative endant- Casual Dinin sus ended 1.AI�ow for 3 26W dimmable CFL lam s. p P 9 P � ) P � �� ,� . . . . _ _ r I w-v It tra k head Casual Dinm order. � _ - �_ .�. ; .� : �. _. ->, :�. r:, M . - _:- ��.s�; . . BTC ST AL etro o o a e c ,__ �_ n_ , _ , _.� � _ a t z h_: .�e..,_ , -- . __.. .. . . _ . _._ :_ _$..._ . _..� . . . � K.., -.z. z.�_.�._ .c._._. . ._.�.. r:ar, �__ ,.�_.::� �..� ._ ...� __�. ., .. ,_ .. � .,.,.-__..._ . .� . . �, � _ ,�. .._.. ..,.. < _.._. .r^v-- . ,�..._ .,.. .___..' .. ...:r ,.�.: _:_� _.,,. . . . . . . . ,,�'_ -�.. -,,. _ .. "�- ._ ._.._ _,_ .,. _t _,-, ,.. ... �.v..., ... . . . . _ . . -, ... ..� .,..� .. .. .-_ .t s: ,-._ _. _.. <� _ ._ .�-.......... „ .� .a- �..:.. . -... .,.�.,r ,.... ._.._ ,.....,x: , .,,;_�� . ,. ..s:. .. -..--,.-, . .r_..::: _ _ 1 4 4 ..,...,�,. r..-.,�.....<,. .�..., u_,.z. ,�,..._.: . _. __ . . _._�.. .... Decorative.P6.decorative endant 3x28W CFL/Other 1 8 8 .� _:.-�. , ..,.:.., :� ,R��, ,��,�-. .��._� t_�_,,.�. . ,,_-, �_..--� � ..-�. a .._ ,. . _ _ _ . . _, _.._ . ..._ _ r P � ... _u.. � � Total Proposed Watts= 5805 _.:--_. _ BT-4'-505-AL 4-K conductor/bendable track L1 Tivoli Li htin lSL-B-12-WW-C-12 0.48W LED Low-volta e�ED strand lights Exterior 1.Unit cost is an allowance. . . F8 BT-310-AL ceilin anchor cable �9°__ Power Supply PfojeCt Tltle: Report date: ,.------.-- 1.Canopies to be run in paralell to minimize Data filename: Page 1 of BT-509-AL power canop sin le feed voltage drop. 1.Pricing for 277V transformec 2.Verify TSQ-150-XX 150W ma netic transformer voltage with electrical engineec . . . . 3.6W LED lamp.24-degree beam S@Ct1011 4. �1@C�UIr@Ill@11tS Cfl@C�C�ISt Moda Li ht MR16-ALUMINUM-WW-24 3.6W MR16 LED s read.Dimmable. 1.Veri lamp fits within fixture. � � , Lighting Wattage: z 1.Fixture to be provided with dimmable ` � 1. Total proposed watts must be less than or equal to total allowed watts. ModaLight SENO 9-B3000K-NEW 4.75-inch aperture surface mounted surface driver. 2,Verify voltage with electrical F9 CONSTRUCTION-70-MP26N-120V 11WLED LEDdownlight Bar mount engineec � Allowed Watts Proposed Watts Complies 6292 5805 YES F70 NOT USED Controls, Switching, and Wiring: , 2. Da li ht zones under sk li hts more than 15 feet from the erimeter have li htin controls se arate from da li ht zones ad'acent to 1.Coordinate construction detail with � Y 9 y g P g g p Y 9 � F11 Reception- surface architect. Panels to back-light host stand on vertical fenestration. �` �� °' Li ht Wild LW-PNL-12x1236-WW 10.6W LED 10.6W 12"x12"�ED tile Host Stand mount 2-sides. � 3. Daylight zones have individual lighting controls independent from that of the general area lighting. � `� - ' LW-SERIESB-PS03-N1-1 power suppl � Exceptions: � Contiguous daylight zones spanning no more than iwo orientations are allowed to be controlled ay a single controlling device. `) � � Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a = �� Eureka 2036-BLK-2401E-2801-BLK- 3-inch aperture surface mounted surface 1.Verify fixture finish and stem length with separate switch for general area lighting. F12 PAR20 50WPAR20 directional monopoint Atrium Dining mount architect. � 4. Independent controls for each space(switch/occupancy sensor). . � }h � Exceptions: �. : 4y��`` ` ' Lightolier WE-S-2-G-RA-VA-3-FT-UNV- recessed 2x2 lensed fluorescent � Areas designated as security or emergency areas that must be continuously illuminated. F13 13-8356 (3)40W biax troffe� Kitchen recessed � Lighting in stairways or corridors that are elements of the means of egress. " � 5. Master switch at entry to hotel/motel guest room. `'� � 6. Individual dwelling units separately metered. " � ❑ / ' 4.5-inch square aperture recessed 1.Fixture to be provided with Mark7 dimming �, � 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control F14 Lightolier 4X4LwCCDP-4X4132HJUM7 26W CFL compact fluorescent wall wash Dining recessed ballast. � , . _, , � . . .,.. „ :,;� . m .,:,, . . . . _ _-�,. ..� . 'x:= - k.i:,., � � . . . � . � � .., . . . . . . � of the nonexem t li htm . _ -.:, , „ ._ .� ,, , � P 9 9 ., ,.., . - � r � ,� ,_. �� ;,:, ,., - , _ .. __. :. : .. ,-.;:. . . ��,<u- ,, . ,, �:. .. ,. _;., _„ ...,:., _ ��.� . , ;, � . .:... . .::�. . . -:.s _ ._:. . � � ��. _ .� _ �-. ..:.�;: � � � � � �� 8. Each space required to have a manual control a�so allows for reducing the connected lighting load by at least 50 percent by either � � � � � � � � � � � � � �� controlling all luminaires,dual switching of altemate rows of luminaires,altemate luminaires,or alternate lamps,switching the middle 1.Verify lengths prior to purchase order. � lamp luminaires independently of other lamps,or switching each luminaire or each lamp. �� Warm white(2700K)standard output surface 2.Provide connectors and power feed .`a X1A � -� � � � GM Li htin LTR300-SO-27 1.52W/LF LED flexible LED ribbon 16.4'per roll Dining Room mount according to final len ths/quantity. � Exceptions ` 60W dimmable magnetic low-voltage LTH-60-DIM N/A power supply 1.Coordinate remote mounting location. � Only one Iuminaire in space. � � An occupant-sensing device controls the area. � � m � The area is a corridor,storeroom,restroom,public lobby or sleeping unit. element architectural lighting design,LLC page 2 of 4 element architectural lighting design,LLG page 4 of 4 - � � Areas that use less than 0.6 Watts/sq.ft. � � 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. r7 M Exceptions: � � S�eeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. � � � 10.PhotocelUastronomical time switch on exterior lights. N Exceptionx Q � Lighting intended for 24 hour use. � 11.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). �� RE�,�s a, p��...,.,, ,T � .> tl A. 1 •4�F�a� � Exceptions �p�� ,qy , J � Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. ; �� . . .� � � � � . . . � . . - . � � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . � . . . . . . . . . . . . . . ... . . . . . � i � � °. . .. .. • ° . . � . . . .,i' � � e- - •�- . � � . � � . . � . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �O • . : .. W � • � • ' • - . �... . � S � . �. . . � . . . . . . � . . . � . . .. . . . . . � . . � . . . . � . � . . . . . . . . . . . . . . . . . . . . � . ... . . . . . . . . � � � � . � . .. . �. � . . . . . . .. . . . . . � . . . � . . � � a..f`�•. 1� �' W Section 4: Compliance Statement �`ss�' A�'' •- � ,:> II � z Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications M'' j�� and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2009 IECC J requirements in COMcheck Version 3.8.0 and to comply with the mandatory requirements in the Requirements Checklist. I o z ¢ rvame-T�t�e si9nature oate PROJ. N0. 21111027.00 Y '� DRAWN: BLF _ v o CHECKED: DKH .�.___._�_�a___��___�_____.__�_�__�__._�__�__��..__.a._______�._��_m.__�r____��.��_�__� �_. _____..___.__�d��._�. � - � � Project Title: Report date: � Data filename: Page 2 of APPROVED: . �., i _ � DATE: June 06, 2011 � ; � REVISIONS: ; � � i j � 1 BUI�DING DEPT. 07/01/2011 � RESPONSE � i ,,,,�a°�i 2 FOR 07/11/2011 w� �j CONSTRUCTION O � W a 3 CONS RUCTION 0$/0412011 � ..U L � . . . . � � � � . . . . . � . . . . . . . � . . . . . . . � . � . . . . . . . , � . . _ � . � . . . � . . . . . . . . . � � . . . � . � � . . . . . . . � . . . � �� . . . . . . � . � . . . . . . � . .� . � . . . . . . . . . . . . � . . . . . . . . � . . . . �� 0 OZ ARCHITECTURE ��, Q z_�' � � � 3 -'w WILDFLOWER °z i RENOVATION -THE a�o LODGE AT VAIL. �> . ,,,�, ISSUE FOR: ; ° REFERENCE � � o � �� 0 . J � � . � . � . . � � � � � � . . . . . . . . . . � � . . . . . . . � . . . . . . . � . � �� . . . � � � . .. . . � . � . . � . � . . . . . . . � . ... . . . . . . . . . .. � . . � .. � . . � � . I.. ... . �Q . . ... � . � . . . . . . . . . . . � . . . � . . � . . � . . . . . . . . . . . . . . . . . . . . . � . . . �� . . '"T��.�� I�1� SHEET TITLE: COMCHECK AND �,� �g LUMINAIRE SHCEDULE � �„� ��I�� o� ��9��6�� / A`- P� i �� . J� . . � . . � . . � . � . � . .. . . . . . . . . . . .. . . . . . ��'G e � � Z 2 r �! .. � � � � � .. . . . . . . . . . . . . � �° �� SHEET NUMBER SCALE: N A ..-,,� � ��d�e - � i --- x ii `�W . � � . � � . .. � � � � � . . . � . . . . . � . � . .. . . . � � . . OWNERSHIP OF DOCUMEMS: � . . . . . I � � � �II Q . � � . . � .� � �� . � � � � � � � . � � � . � � � � � . � . � � . � . . � � AND SHALL REMANCTHEAPROPERTY OFTTHE ENGINEER WHETHER HE PROJECT IS COMPLETED OR NOT.E IREUSE OF ANY OF T E INS RUMENTS OF SERV�CE OF � N U � � � � � � � � � � � � � � � � � � � � � � � � �� THE ENGWEER BY THE OWNER OF EXTENSIONS OF THIS PROJECT WITHOUT NRITTEN PERMISSION OF THE�ENGINEER SHALL BE AT THE OWNER'S RISK ANO THE � � ■ � � w U� . � . � . . � �� . � � . � . � . � � � . . � � � . � � � . . . � . � � OWNER AGREES TO DEFENO,INDEMNIFY AND HOLO HARMLESS THE�ENGINEER FROM ALL CLAIMS,DAMAGES, ANO EXPENSES INCLUDING ATTORNEYS'FEES � � � � :�� .. � � . � � � . . � � . � �� . � . . . . . . . . . � AR61NG DUT OF UNAUTHORIZED REUSE OF THE ENGWEER'S INSTRUMENiS OF SERVICE BY THE OYMER OR BY OTHERS ACiING THROUGH 7HE OWNER. . X� . � . . . . . . . . . . . . � . . . . . . . . . . . . . . . � � � I. . . � � .__ . ..� .. .. . . __ ..._ ..... ..__. ..... .__ ..... ....... ...... ..... ..... ._._ ..._. ..... ._.. __. ..... ._.. ........ .._.. .... __. .... ... _._. __. _._. ._.. _.... _._ _._ ..._ .._. _..... ........ ...... _.... .__ ....... ...... .... __._. _.... ._.. .._. ._... ..._ ._.. ...... _.._ ._.. .__ _.... _._ _.... ._... .__. .. ... ... ._... ._._ .__. ._. _.... _..._ _._.. _.__ ._.. ._.. ..._ ...... .__.. ....... ._..... ._... ..... _.... ..... ..... ._. _... __. ...._ .._.. ...... ..._. . _._ _.._ .._..�. .._. ._.. .._.. ._... _._ . ..... __..._.. . � . . . . ._... .,... . . � � ._.. - - � .._. ._ .. .... _ . _ _ . ._. _. _ __ _ _ _ __ _ __ - _ _ _ _ _ _ _ .__ . LIFE SAFETY GENERAL NOTES �� : � � � LIFE SAFETY LEGEND � z z - FIRE ALARM BY THE COMRACTOR FOR SPACE REQUIREMENTS. � v _� ALL SYMBOLS IN LEGEND MAY NOT NECESSARILY BE USED ON THIS PRO�JECT EQUiPMEnrr �iMENSioNS aN� PERFORr�aNCE. � � � �r1�� 1. THE SUCCESSFIJL CONTRACTOR WILL BE THE ENGINEER OF _ FIRE PROTECTION VALVES c�n� FI I � II�IGS RECORD FOR THE DESIGN OF THE FlRE ALARM SYSTEM. 4. DRAWINGS ARE DIAGRAMMATIC AND SHOW TH GENERA �_ ,.:, E L - _ _ __� - THE DESIGN AND ENGINEERING OF THE FIRE ALARM SYSTEM , �..,- r DESIGN, ARRANGEMENT AND EXTENT OF SYSTEMS. DO NOT �- a.eow uP �- enLL vn�vE -�- Posr iNOicnTOR vuvE SHALL BE BY THE FIRE ALARM CONTRACTOR. IT IS THE SCALE DRAWINGS NOR USE AS SHOP DRAWINGS. WHERE c Qeow�owN CONTRACTOR'S RESPONSIBILffY THAT THE SYSTEM MEET ALL ALTERNATE ROUTING, OFFSETS AND TRANSITIONS ARE �a- vENtuRi NoN-w�icnnNC vn�vE THE REQUIREMENTS OF NFPA AND THE AHJ. TOP OF PANEL �- � uP � REQUIRED FOR COORDINATION OF ALL WORK THIS � ,.. w , (NON-Ris�NC s�) CONTRACTOR SHA MA CHANGES WITHOUT ADDITIONA . � � �owri --►�- so�ao va.vE LL KE L R T T �, � FlRE DEPAR7MENT CONNEC710N Z. THE FlRE ALARM DRAWING IS PROVIDED AS A GUIDE FOR COSTS. A I I G H I I E C I U R E , IF CEILING HEIGHT ALLOWS, -c RisE oR �ROP -�- PRESSURE RE�uaNC vn�vE T H E C O N T R A C T O R D U R I N G T H E D E S I G N B U I L D O F T H E F I R E AUDIBLE DEVICE SHALL HAVE FACP � � , � TOP OF E UIPMENT , w LARM SYSTEM. THE SHQP DRAWINGS BATTERY : ITS TOP NOT LESS THAN 90 Q � -�- sR�wcH-TOP coNNECnoN �� CHECK VALVE � DEPA TM�T cGOrFlirRiECnoN A � 5. FURNISH AND INSTALL A FUL�Y FUNCTIONING FIRE 3003 Lal'1111@C Stl'@@t CALCULAl10NS AND PRODUCT DATA SUBMITTED BY THE AFF, BUT DEVICE SHALL BE FAA ' 1 -p�� c�oaE v,�►wE SPRINKLER SYSTEM THROUGHOUT. FOR THE SYSTEM'S D@C1V@f CO SOZO�J , STROBE LENS MUST BE � .- eR�wcH-eorroM coNNECnoN CONTRACTOR SHALL BE THE FIRE ALARM DRAWINGS OF � AT LEAST 6 BELOW CEILING WF , wn�t �ow swiTCH DESIGN AND INSTALLATION, COMPLY WITH THE 2009 IFC _ ENTIRE�Y BEfWEEN 80" - �MPERnTURE/PRESSURE � RECOR0. IIOCI@ 3O3.HG�I .�J7O4 , „ -�- cn� vn�vE iN vEanca� REU� va�vE WITH TOWN OF VAIL AMENDMENTS AND THE 2010 NFPA 13. p 96 AFF� AND NOT �ESS w�n� TAMP�a sw�rcH � ALL E UIPMENT IS TO BE UL �ISTED AND FM APPROVED. p PS 3. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAS BEEN Q THAN 6 FROM THE CEILING. � PRESSURE SNATCH C PIPE CAP OR PLUG SELECTED AS THE BASIS FOR DESIGN. THE USE OF uNioN � MnNU,u�iR va�r � 6. THE FlRE PROTECTION SYSTEM SHALL BE INTEGRATED INTO , MANUAL PULC STATION w SECURITY KEYPAD �- , �, �E� v�� REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED -v r- THE DCISTING FIRE SPRINKLER SYSTEM FOR THE BUILDING. � BY THE CONTRACTQR FOR SPACE REQUIREMENTS, p , � .PRESSURE GAUGE ' ' � Z -�- oc�aNS�oN �aNr �ni c�ucE coa� EQUIPMENT DIMENSIONS AND PERFORMANCE. a --�- DRY PIPE VALVE = PiPE aNCHat 12. CONTRACT,OR SHALL BE RESPONSIBLE FOR LOCATION AND � � �� ..� HosE �o enu_ v��vE 4. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL � � � unni vncuuM BREnK�t �_ oa.ucE vnwE INSTALLING SLEEVES, INSERTS AND SUPPORTS AS REQUIRED �- PIPE GUIDE DESIGN, ARRANGEMENT AND EXTENT OF SYSTEMS. D0 NOT - ; � � � z -/ FOR HIS WORK AND/OR CORE DRILL REQUIREMENTS. � z z �= PiPE HaNCER W nNC� vn�vE SCALE DRAWINGS NOR USE AS SHOP DRAWINGS. WHERE Q T BFP BACKFLO PREVEN7ER =` ' � � � � ' � ALTERNATE ROUTING OFFSETS AND TRANSITIONS ARE iD ` ` :ti. X w � i.-,i � ' 13. CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS TO BE � Q � � � � : � �� ae� coNNECnor� 1 REOUC� PRESSURE REQUIRED FOR COORDINATION OF ALL WORK, THIS �: � � e e ; � : IM�Hi� MAIN DRAIN ASSEMBLY � � o �. encK�ow aR�N�t � CONTRACTOR SHALL MAKE CHANGES WITHOUT AQDITIONAL USED TO COMPLETE THE WORK. SUBMIT PRODUCT DATA ^ � � � � o srn�uN� RP TO THE ENGINEER FOR REVIEW PRIOR TO THE ORDER, E N G I N E E R I N G _ _ _ o ^ ic� ^ �- BUr��Y VALVE COSTS. ao ca v r v � v PURCHASE OR INSTALLATION OF THESE SAME ITEMS. Leadershi thr h E ineen ^ ^ ^ ^ � �• FlRE HOSE VALVE CABINET � W/TAMPER SMATCH .P � � � � - Sif2AINER W/BLOWOFF VALVE (SURFACE MOUNTED) � o 0 0o d- � 0 5. FURNISH AND INSTALL A FULLY ADDRESSABLE, ANA�OG FIRE ' 200 °' 00 °' d' �' C° � FlRE HosE v,n�vE caeiNEr STEM SPEAKE N 14. FIRE PROTECTION CONTRACTOR SHALL COORDINATE WffH 542�Ward Road,Suite � DETECTION AND ALARM SY R A D STROBE FINISHED FLOOR (REC�) VS va�vE suPa�v�soRY s�nrc�+ � APPROPRIATE VENDORS FOR SYSTEM INTERFACE PRIOR TO Arvada.Calorada 5�002-1838 , c { NOTIFICATION THROUGHOUT. FOR THE SYSTEM S DESIGN . O--H�}H FlRE HOSE RACK AND INSTALLATION� COMPLY WfTFi THE 2009 IFC WITH TOWN 11�E COMMENCEMENT OF CONSTRUCTION. COORDINATION Fhone:303-42P-740� VISIBLE AND COMBINATION AUDIBLE ONIY DEVICES. OF VAIL AMENDMENTS AND THE 2010 NFPA 72. ALL SHALL INCLUDE BUT NOT BE LIMITED T0: MECHANICAL Fax:303-422-7900 i HVAC, ELECTRICAL, AND FIRE ALARM SYSTEMS. ' AUDIBLE/VISIB�E DEVICES. EQUIPMENT IS TO BE UL LISTED AND FM APPROVED. FIRE www.bcer.eom ' FIRE ALARM ALARM WIRING TO BE INSTAIIED IN EMT OR RIGID CONDUIT PER AJH REQUIREMENTS. 15. ALL EQUIPMENT SHALL BE'INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFlCALLY 6. THE FlRE ALARM SYSTEM FOR THE SPACES SHALL BE DIRECTED OTHERWISE. ELECTRONICALLY MONITORED BY THE FIRE ALARM SYSTEM , 1 INSTALLED IN THE BUILDING. ; TYPICAL FA DEVICE MOUNTING HEIGHTS ,6. CONTRACTOR SHALL CLOSELY COOROINATE NEW EQUIPMENT ; FaFP�.o N OT TO SCALE AND DEVICES WITH ALL EXISTING MECHANICAL, ELECTRICAL, RTS 7. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND qRCHITECTURAL AND STRUCTURAL MEMBERS. -fl FlRE nu►RM Puu srnnor� � H�►T o�croR � REMO� ucHr �sr sw�� INSTAWNG SLEEVES, INSERTS AND SUPPORTS AS REQUIRED ; sPEnic� oRN R/F- coMeiNnnoN: MM MoNiroR Moou� FOR HIS WORK AND/OR CORE DRILL REQUIREMENTS. �is�d � Rn� oF RisE nN� � 17. INSTALL FIRE SPRINKLERS IN THE CENTER OR QUARTER � �Q wnu�oGrsi�o E FlxEO ro�P�n1uRE cM coNrRO� Moou� POINT OF CEILING TILES, WHERE APPLICABI.E. R/c- Rn� coMP�snnoN 8. CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS TO BE �15�a SPEnicot/SntOeE F - FlXEO �P�aA�uRE FnRP FlRE Au►RM RE�nsE PAN0. USED TO COMPLETE THE WORK. SUBMIT PRODUCT DATA CFILING I�AOl1NTED 18. SUL ALL f'CNCTRATIONS TI IROUGII ('IRC RATCD WALLS AND K - K"'t �r �st a"�7 70 THE ENGINEER` FOR REVIEW PRIOR TO THE ORDER, _,� cnReori MoNOxi�E ��cTOR nc nccESS coNrna PariE� CEIL.INGS WITH APPROVED FIRE PROOF MATERIALS AND OR v�TM nuoie� auu�M 0 Fu►Me �croR PURCHASE OR INSTALLATION OF THESE SAME ITEMS. � N I F - FIAME FAA FlRE ALARM ANNUNCIATOR SYSTEMS AS REQUIRED. -[00] CARBON MO OX DE DETECTOR uv - u�rnn wo� 9. fIRE ALARM CONTRACTOR SHALL COORDINATE, WITH � aeu iR - iN�taREO ancr oir�Tn� a�nRM coMMUN�cnTOR 19. PROVIDE ALL FITTINGS, RISER NIPPLES, ARM-OVERS, �tMwa� APPROPRIATE VENDORS FOR SYSTEM INTERFACE PRIOR TO � �xd vR - ws�e� Ra��anoN THE COMMENCEMENT OF CONSTRUCTION. COORDINATION HANGERS, ETC. TO MAINTAIN CONFORMANCE WITH SiROBE FACP FlRE ALARM CONTROL PANEL � - APPLICABLE STANDARDS AND T0 POSITION THE SPRINKLER � sMacE �E�cTOR SHALL INCLUDE BUT NOT BE LIMITED T0: MECHANICAL � srnoee P - PHOTO�crnic O FlRE au�M Pow�a suPP�Y HVAC, E�ECTRICAL, AND AUTOMATIC SPRINKLER SYSTEMS. HEADS W THE PROPER LOCATIONS. 15cd ` C�L1NG MWN7ED I - IONIZED � GRAPHIC MAP z S oucr o�croR eT - B� ��T� 10. ADDRESSABLE CONTROL MODULES SHALI BE INSTALLED TO 20. THIS CONTRACTOR IS RESPONSIBLE FOR FlELD VERIRCATION � S - SUPPLY BR - BEAM RECEIVER I--O MAGNETIC DOOR HOLDER R - REnRN aso- aiR saMPUNC SHUT DOWN FlRE/SMOKE DAMPERS UPON FIRE ALARM OF ALL EXISTING CONDITIONS PRIOR TO PURCHASE OF ANY FlRE sMOKE onMPER MATERIALS AND THE COMMENCEMENT OF ANY WORK. � SIGNAL. VERIFY LOCATION OF FIRE/SMOKE DAMPERS WITH CONTRACTOR SHALL NOTIFY THE ARCHffECT OF ANY MECHANICAL CONTRACTOR. DISCREPANCIES FOR RESOLUTION. ' � FIRE SPRINKLERS 11. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH � MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY 21. THE FlRE PROTECTION CONTRACTOR/ENGINEER OF RECORD � � Q uPRicHr sPRw� � sPRiNK�a �nni cunRn 0 ournoE sPRwK� SHALL SECURE THE SITE FLOW TEST INFORMATION AND DIRECTED OTHERWISE. DOCUMENTATION FROM THE LOCAL WATER QEPARTMENT � DRY/UPRIGHT SPRINKLER � DRY SPRINKLER WITH GUARO � DRY/OUTSIDE SPRINKLER PRIOR TO THE DESIGN OF THE FlRE PROTECTION SYSTEM. Qi �RY/Paonrir sP�NK�R p si�Ewnu sPRiNK�R Q wn�rt sPRaY Nozz� 12. CONTRACTOR SHALL CLOSELY COORDINATE NEW EQUIPMENT DATA SHALL BE LESS THAN 12 MONTHS OLD. Qo PaDnNT sPRINKtFR � DRY s�DEWALL saRINK�R 0 w�NUOW sPRINK�t AND DEVICES WITH ALL EXISTING MECHANICAL, ELECTRICAL, c - coNCEn�m ARCHITECTURAI AND STRUCTURAL MEMBERS. <_ 13. INSTAL� CEILING MOUNTED DEVICES IN THE CENTER OR APPLICABLE CODES SECURI T Y MI SCELLANEOUS QUARTER POINT OF CEILING TILES, WHERE APPLICABLE. THE FIRE ALARM AND FIRE PROTECTION SYSTEM DESiGNS SHAL� � BE BASED UPON THE FOLLOWING CODES AND STANDARDS: � DIRECTION OF VIEW EXIST. 4p LJGHT UNE WEIGHT FOR CR CARD READER A PICTURE DESI(.NAT10N �� TD(T, ETCT�INDICA7ES1EXIS NG FIRE PROTECTION Iz �� NEw 2009 - INTERNATIONAL BUILDING CODE 4 CONDITIONS NATH NEW WORK CR P CARD REaoat w�ni PIN Pnn sHOwN AS DARK w ZOO9 - INTERNATIONAL FIRE CODE sEC�oN ��a�nnoN . 1. THE SUCCESSFUL CONTRACTQR ILL BE THE ENGINEER OF scR��NC woicn�s 2009 - IMERNATIONAL MECHANICAL CODE W scP sECURin coNrno� P,v�E� �� ExisnNC To eE REMOVEO RECORD FOR THE DESIGN OF THE FIRE PROTECTION � SYSTEM. THE DESIGN AND ENGINEERING OF THE FlRE 2010 - NATIONAL FIRE ALARM CODE (NFPA 72) � M�s 000R s�nrcH: MncNEnc FA- �; ,=2 ExisnNC To sE REMOVEO PROTECTION SYSTEM SHALL BE BY THE FIRE PROTECTION 2010 - STANDARD FOR THE INSTALLATION OF SPRINKLER Es E�crnic srniKE oRnwr� oN n�is sH�r CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBIUTY SYSTEMS (NFPA 13) �, PowT oF coNNEC�oN THAT THE SYSTEM MEET ALL TNE REQUIREMENTS OF NFPA EL ELECTRIFlED IATCH NEW TO DOSTING " 0 F �RE srnN�PiPE AND THE AHJ. TOWN OF VAIL AMENDMENTS TO THE INTERNATIONAL CODES ` MOTION DE7ECTOR XX DESIGNAl10N O 3,�'g 35. 50. 100. 360 SP FlRE sPRwK�z Ris�a 2 THE FIRE PROTECTION DRAWING IS PROVIDED AS A GUIDE � wsra KEwan xx �ESicNnnoN FOR THE CONTRACTOR DURING THE DESIGN/BUILD OF THE � w FlRE SPRINKLER SYSTEM. THE SHOP DRAWINGS, , W HUDRAULIC CALCULATIONS AND PRODUCT DATA SUBMITTED . ABBREVIATIONS OGU E TSN OF CR�ORDHALL BE THE FIRE PROTECTION � n� aeovE Flr,isH� �ooR DIA. D DIAME'fER WP w�an�� PROO� 3. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAS BEEN r AP ACCESS PANEL I.E. INVERT ELEVA710N VTR VENT THROUGH ROOF c coMMON Nc NatMnLLY aosEO (N) NEw SELECTED AS THE BASIS FOR DESIGN. THE USE OF � No N M �E) oasnNC REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED � CI CAST IRON NIC NOT W CONTRACT � �EL. CEN7ER LlNE ELEVAiION OR ALLY OPEN (R) RELOCA'fED RTS REMOlE L1GHT TEST SWITCH 7YP TYPICAL WG WITH GUARD � � � _ Q o EG?UIPMENT ABBREVIATIONS � , � AC AIR COMPRESSOR CRAC COMPUlER ROOM PACKAGED AIR HF FlL1ER - HEPA LIFE SAFE 1 I DRAWING LIST ' � � ACCU AIR COOLED CONDENSING UNIT CONDITIONING UNIT IF FlLTER - INTERMEDIATE Q cr coouNC row� ER ShG'L't NW1flb@f SheSt Title � AK AIR CURTAW PF FlLTER - PRE owi-i ooMESnc wn�R H�,�a FAFP0.1 FIRE ALARM & FIRE PROTECTION GENERAL INFORMATION � z AHU AIR HANDUNG UNIT FS FlRE/SMOKE DAMPER � EDHC ELECTRIC DUCT HEATER � s� snac�ow PR�� FuRN Fur�ncE FD2A FIRE ALARM & FIRE PROTECTION REMOVAL PLAN � EV-CV EXFIAUST VALVE - CONSTANT VOLUME B BOILER HP HEAT PUMP � Ev-w �nusr vn�vE - vnRiaa� vo�uME FA3.0 FIRE ALARM PLAN 'n BAS BUILDING AUTOMA710N SY57EM IRH INFRARED HEA7ER o ' cH cHiuER � E�nNSioN Tnr�K � �ouv�a FP3.0 FIRE PROTECTION PLAN �-= EF FAN - EXHAUST � , CWC COIL - COOLING MAU MAKE-UP AIR UNIT RAF FAN - RE'iURN AIR � DHC COII - DUCT HEA7ING PRV PRESSURE REDUqNG YALVE � REF FAN - RETURN EXHAUST Z HRC C01� - HEAT RECOVERY FP PUMP - FlRE - SAF FAN - SUPPLY Q HWC COII - HEA'f1NG 7H TERMINAL BOX � FW FAN COIL UNIT W PHC COIL - PRE-HEAT UH UNIT HEA'iER - HOT WAlER Z ESF Fl�TER - ElEC7ROS7A71C W , RPBFP REDUCED PRESSURE BACKFLOW FVAY VARIABLE AIR VOLUME BOX - FAN � PREVENTER Ff FlLTER - FlNAL POWERm z RV REIJEF VAWE RTU ROOFfOP UNIT HVAV VARIABLE AIR VOLUME BOX - FAN SCOPE OF WORK O � t� RH RO� HO�D SAtI SOLIND ATTENLIATOR POWERED W/ HEATING - � THE REMOVAL AND REPLACEMENT OF BOTH THE FIRE ALARM AND FIRE PROTECTION o SYSTEMS FOR THE SPACE INDICATED. THE NEW FIRE ALARM AND FlRE PROTECTION � � a SYSTEMS MUST INTEGRATE SEAMLESSLY wITH THE EXISTING FIRE PROTECTION SYSTEMS w FOR THE BUILDING. CONTRACTOR ARE TO MINIMIZE THE DISTURBANCE TO � OCCUPANTS OF THE HOTEL AS MUCH AS POSSIBLE. � � � � � � � g a PROJ. N0. 21111027.00 w 010.06 � BCER CONTACT LIST s�3o�, , oRawN: KRQ 0 � . 303-422-7400 FAX 303-422-7900 CHECKED: DJH Q T ` PROJECT ENGINEER DAVID HILL EXT 201 DHILL�BCER.COM APPROVED: TAG � DATE: June 06, 2011 � z� PROJECT MANAGER STEVE RONDINELLI EXT 283 SRONDINELLI�BCER.COM I ° REVISIONS: � � a�- ' �% 1 BUILDING DEPT. 07/01/2011 � I �� RESPONSE � 2 FOR 07/11/2011 Q/ CONSTRUCTION � W � 3 VE FOR 08/04/2011 z ° W � GONSTRUCTION c.� o � ' o� 0 OZ ARCHITECTURE �'��n c�� 1�11 �� 1� ( `'� �, o � °�W ��PLI�� r WILDFLOWER . �-a �t�; r� �� C RENOVATION -THE � LODGE AT VAIL °'��.. �ya � ISSUE FOR: i � ° _ c�� i REFERENCE : Q-° o ��f�E�e .. J . . . . . . . .. . . . . . . .. . . . . . i L� � °+ � a' , �o � ��C� ��I�j.�-a SHEET TITLE: ( �N �e �'t�•,•Q� ��:`�'°�� PROTECTION GENERAL o ' � • T� ; e� 4 INFORMATION �� U�� : .o�:: t N :, ��., �-1,�-J`/�c�R* SCALE: -,'�- '��`�St�tVAl.�� SHEET NUMBER � �'��r,�� - � « vw : __ . .. � �� J � � . � � � � . � � � � � � � � � � � � � . - � . �ALL�DRAWINGS,SPECIFICATIONS AND OTHER WORK PRODUCi�OF THE ENGINEER FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE FOR THIS PROJECT ONLY � � (n� � � � . � � � � . � � . �� . . � � . .. � � � � . . � � � � � � � � � AND SHALL REMAIN THE PROPERTY OP�THE ENGINEER WHETHER THE PROJECT IS COMPLETED OR NOT. REUSE OF ANY OF THE INSTRUMENTS OF SERVICE OF . � �� L.L� � � . � . � . � . � � . �� . . . � . � � . � � . � . � �� . � � � . . � . - . � � THE ENGINEER BY THE OWNER OF EXTENSIONS OF 1H15 PROJECT WITMOUT WRITTEN PERMISSION Of.THE ENGINEER SHALL BE AT THE OWNER'S RISK AND THE . � � . - �� . �yJ C . . . � . . � � . . � . � . � . . � . � � � . . . . � . � . . � .. � � � � � . � . � � � � � � . � . OWNER AGREES TO OEFEN�,INDEMNIFY AND HOI.D HARMLE55 THE ENGINEER FROM ALL CLAIMS,DAMAGES,AN�EXPENSES INCLU�ING ATiORNEYS'FEES . . � � . � . � �� . � . . � � . .. � . . . � � � � . . � . . � . . . � � � � � � . � � � � ARISING OUT OF UNAUTHORIZED REUSE OF THE ENGINEER�S INSiRUMENTS OF SERVICE BY THE OWNER OR BY OTHERS ACTING iHROUGH iHE OWNER. 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N \ *`� '�\ _ � FIRE ALARM & FIRE PROTECTION REMOVAL PLAN J � � � . .I � � . . . � .. � . � � . . � . � � . � . , . . . . . . . . . � � . . . . � � � � � � � � . . . . . . . . � . . � . . . � � � . . . . . � .. . � . . . . 7 . . � � � � . . . . � � .. � . . . . . . . . . . . . . . . . . . � � SCALE: 1/4„ = 1 '-0„ � z 2' � ' p 2' 4' g' : � . � J . � � � . � � � . . . � . . � . . . . . � . . . . . .. � � . . � . . . . . . . . . . � . . . . . . . . . . . . . . � � . . . � . . � . . . . . � � . .. . . . . . . . . . . . . , . . � . . . � . . .. . . . . � � � . . . �. � . � � . . � � � . � . � � . . � � � � . � � � � .. � . . . . � � .. � . .. � . .. . . . . . . . � . . . � � � � . . � � : � � � . . . . . . . .. . . . . . � . . . .. ... . . � �.. � . . � � � . � . . . � . � .. . . . . . . . . � . . � . . . � . . . . . . . . . . . . . . . . . . � . . . � � �. . . . � � � . . � � � � . � � . . .. � � . . . . . . . � . . . . .. � .. . . . . . � . � � � � . . .. . . . . .. . � . . , . . � ... � . . . . . . . . . . . . . . .. : � . � . . . W � Z � p. . � . . � � . � . . . . . � � � . . . . . . � . . . . � . . . � � . . � � .. . � . � . . . . � . � . . . . . . . . . . � � � . . � . . � � . . . . � . � . . � � . � � . � � � . . . . . . . � � . . U � . . . . . . . � . . . . . . . . � . . W � � O � � W � �� Z �� . GENERAL NOTES: WORK NOTES: ; � ' >� 1. ALL CONSTRUCTION MATERIALS ARE TO BE REMOVED FROM THE SITE AT THE END OF EACH DAY. THIS O CONTRACTOR TO PROVIDE 1-HOUR RATED DEMISING WALL SEPARATING CONSTRUCTION AREA FROM THE PROJ. N0. 21111027.00 I �Q INCLUDES BUT IS NOT LIMITED TO AL� CONSTRUCTION MATERIALS THAT ARE NOT IN USE. REMAINDER OF THE HOTE�. WALL PLACEMENT TO PROVIDE THE MINIMUM CORRIDOR WIDTH OF ; �� 44—INCHES. DRAWN: KRQ � � 2. ALL CONSTRUCTION TRASH IS TO BE REMOVED FROM THE SITE AT THE END OF EACH DAY. THE SITE 0 o IS TO BE LEFT CLEAN AND, AS MUCH AS POSSIBLE, WITH THE IEAST AMOUNT OF COMBUSTIBLE O CONTRACTOR TO PROVIDE TWO (2) 3' x 6'-2" ACCESS DOORS THROUGH DEMISING WALL. CHECKED: DJH �N MATERIALS ONSITE. ' �° O ISOLATE AND REMOVE FIRE SPRINKLER AND FIRE ALARM SYSTEMS IN THIS AREA AS NEEDED. APPROVED: TAG i °�,., 3. TEMPORARY AREA HEAT DETECTION IS TO BE PROVIDED THROUGHOUT CONSTRUCTION WITH FIRE �.� DEPARTMENT APPROVAL. O ADD TEMPORARY HEAT DEfECTION CONNECTED TO EXISTING FIRE ALARM SYSTEM FOR THE BUILDING DATE: June 06, 2011 , W N DURWG CONSTRUCTION. � �, 4. CONSTRUCTION STAGING AREA TO OCCUR IN PROTECTEO AREA OF BUILDING REVISIONS: i �% 1 BUILDWG DEPT. 07/01/2011 i �� RESPONSE � � 2 FOR 07/11/2011 � : Q j CONSTRUGTION w� 3 VE FOR 08/04/2011 � v CONSTRUCTION LLL . . . . . � .. � . � .. . . . . . � � � . � � . � . . . . �� . . . . � . . . . .. . � . � . . . � � . � � . . � � . � � . � � � � . . �. � . . � . � . � . � � . . , o� ��v�l� �� I �y 1�,, 0 OZ ARCHITECTURE � N � �"1��l�� v II_cn . (n T . . . . � . . . � � . . . . . � . � � � � . � . . . . . . . . � .,-� p � . . . � � . . . . . . . . . . . . . � . . � . . . . . � . � . . . � . . . . . . � . 7 � � � � . . � � .� � . . � . � . � . . . � � . . � � . . . . . . . .. . . . . . . . . O� � � - /� w 2 � T ��e WILDFLOWER IIII� .. . . . . . . . . � J � ��m � RENOVATION -THE ; _ LODGE AT VAIL ^>° {a�f��: ��i � ��. ISSUE FOR: � a a� �f�di�i8.r,�,�,�� REFERENCE `�� s1��4,�.�� F�als��;� I �J ••��'' ' �i �°� �-'� �� '� �'��" SHEET TITLE: � � I X o ; ��a�j FIRE ALARM & FIRE � o� ; ..�� ' ,� PROTECTION REMOVAL � �o �°��,�` �-�-1�`tt,Q,'� PLAN �� °��`�St�1VAL E��°�'! _ X�, ��.�a�� SCALE: xi SHEET NUMBER � � ,�� i xn x . �w . II:� . , . . � . . . _ .. . . . . . . . . . . . . . . . . OWNERSHIP OF DOCUMENTS: � ALL DRAU9NG5,SPECIFlCA7ION5 AN�OTHER WORK PROOUCT OF lHE ENGWEER FOR THIS PROJECT ARE WSTRUMENTS OF SERVICE FOR THIS PROJECT ONLY�� AND SHALL REMAW�THE PROPERTY OF iHE ENGINEER WHETHER THE PROJECTIS COMPLETED OR NOL�REUSE OF ANY OF THE INSTRUMENTS OF.SERVICE OF �U ' � � � � . . � . � � � � � � � � � . � � . � � . � � � � � . � � � � � � � � . � � � � � � � . � THE ENGINEER BY THE OWNER OF EXTENSIONS OF THIS PROJECT WITHOUT WRITTEN PERMISSION OF THE ENGINEER SMALL BE AT TME OWNER'S RISK AND THE � � �� V� � . . � . � . . . � . � . . � . � � � .. � . . � . I AMA AN %P NSES INCWDING ATT�RN . � � OYMER AGREES TO DEFEND,INOEMNIFY AND HOL�HARMLE55 ThIE ENGWEER FROM ALL CLAMS,D GES, 0 E E EYS FEES� I �� . � . . � � � � � . . � . - . � . . � � � . . . . . � � . . � . . , � � . . � � . � ARISING WT OF UNAUTHORIZEO REUSE OF iHE ENGINEER'S INSTRUMENTS OF SERVICE BY THE OWNER.OR BY OTHERS ACTING THROUCH THE OWNER. � � � � X0� � . . . . . . . . . . . . .. . . . . . . . . . . � � . � . � . . . . � . . . . . . . . . . � � . . . .. � � . � . . . � � i � ii ii ii i i ____.___�..�o_ � i i f ;��:.�_�� ,t� i i � . � � ,.��j.,- � r, �, ABCHITECIURE . . � . � . . . . � � . � . � . .. . . . . . x.. � � . . . . . . . .. . . . . . . . . . . . .. . � . . . . � . . � . � . � � . � . . � . . � 3 31 x..f � �._.a..�.a.�.,l, �i 3, . � � � . . . . . � � � . . . . � . . . . . . . . .. . . .. ; ; �,y ;�.�' R��,�-,-. � ,1 3003 Larimer Street � � � � ; ; ,; Denver, CO 80205 i i �: ; � , s ; " ; � : phone 303.861 .5704 � � ; ! 0 -� ; , _ - - , , - _ , . , , ___...�_._..�_..�_. � , � , ._._.._. . . � �..:M�,___n �� _. _r___ ...�._�_.:._. ,. _�:.: _._n_ ._N,. _;; _._r._��_..�._i.__.. w �_.�_�.� .._��.�__�... . __�._ _ -�--___.� _ w .v _ �_ i �, , € ; I; � r � , , 2 �g� o , , ; � _.-_., m_.___.,.�, ._..,m,___ _��._�.. ._, ; O � � ; , , 15cd �� 135cd ° . , , . ; ; � � , ; ; �_� i _..___ .___ _ .... _ __. , ; „ ; , , - - � , , : . , , t . . 0 , __ _____. _.__--- _� .... � _ , ❑ . _.� „ ; � , i : , 3 ,,; € � ___-__ _ _ _._ ; ; � � ,: , r � — — — — _____ _ _ � .__. s � s ; , g , ; ;, 5 3 � ; i __ ' I ! s ; . ; i E � ; . , � , � , . ? , ,�E � , , : , .___,� _ �_._r.�_ ,�_ � � � � . � . . . . . :; ..�i . � . . . . . . , .�. ._ � . .�! 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SCA�E: 1 �4„ _ � ,_0» f; .,,\ � � �� i � �;� � � �,,'�U � � L�,;' ., � 2� � � � 2� 4� 8� ,;''� � �, � � �.� �,� � �, �' � �-� � � f/ \ � ; �, _ � � o _ N � � ; C� ' � � Q � GENERAL NOTES: WORK NOTES: � -� � 1. ALL CONSTRUCTION MATERIALS AND EQUIPMENT ARE TO BE REMOVED FROM THE SITE AT THE END OF O1 FIRE ALARM DEVICES ARE LOCATED IN THE CEILING SPACE ABOVE. ACCESS IS PROVIDED THROUGH A , a. CEA H DAY. THIS INCLUDES BUT IS NOT LIMITED TO AL� CONSTRUCTION MATERIALS THAT ARE NOT IN CEILING HATCH. USE. � g2 RELOCATE EXISTING MONITORING MODULE FOR KITCHEN HOOD ANSUL SYSTEM AND PROVIDE NEW PROJ. N0. 21111027.00 Q 2. ALL CONSTRUCTION TRASH IS TO BE REMOVED FROM THE SITE AT THE END OF EACH DAY. THE SITE O MODULES AS NEEDED. i �,., IS TO BE LEFf CLEAN AND, AS MUCH AS POSSIBLE. WITH THE LEAST AMOUNT OF COMIBUSTIBLE DRAWN: KRQ ' � MATERIALS ONSITE. O3 VERIFY OR PROVIDE SMOKE DETECTOR COVERAGE FOR THE I.ANDING. �; � CHECKED: DJH °- 3. NEW FIRE AIARM DEVICES ARE TO BE CONNECTED TO THE D(ISTING FIRE ALARM SYSTEM FOR THE O CONTRACTOR TO VERIFY AND INSTALL WALL MOUNTED NOTIFICATION DEVICE ABOVE OPENING TO ATRIUM � a BUILDING. DINING AREA. PROVIDE ALTERNATNE NOTIFlCATION COVERAGE IF NOT. APPROVED: TAG � � � 4. FlRE ALARM CONTRACTOR TO VERIFY CAPACITY OF EXISTING SYSTEM FOR NEW DEVICES. O ARCHITECTURAL FEATURE FOR THE AREA INCLUDES A SUSPENDED CEILING SURROUNDING THE CLOUD DATE: June 06, 2011 ,,.,6 CEILING (REFER TO ARCHITECTURAL SECTION OF AREA). FIRE DEfECTION COVERAGE IS THEREFORE �� z�' S. FIRE ALARM CONTRACTOR TO PROVIDE TEMPORARY AREA HEAT DEfECTIQN THROUGHOUT THE ENTIRE SITE REQUIRED ABOVE AS WELL AS BELOW'THE SUSPENDED CEILING AND COVERAGE IS ACHIEVED USING � a� THRQUGHOUT THE PROJECT. MULTIPI.E DEfECTORS. DEVICES SHOWN ARE TO BE MOUNTED ON UPPER CIELING, IN BETWEEN THE REVISIONS: I � �J . � � . . . . . . . . . . . . . . . . . . . . . .. . . � � . . �. � �, CLOUD CEILING FEATURE AND THE LOWER SUSPENDED CEILING. FIRE AIARM 'CONTRACTOR TO VERIFY 1 BUILDING DEPT. 07/01/2011 �� - 6. COORDINATE LOCATION OF ALL DEVICES WITH ALL OTHER TRADES PRIOR TO INSTALLATION. DESIGN OF CEILING AND PROTECT CEI�ING SPACE AS NEEDED. RESPONSE Q � 2 FOR 07/11/2011 w j 7. EXISTING FlRE ALARM DEUICES ARE IDENTIFIED WITH BROKEN LINE SYMBOLS AND ARE TO REMAIN AND O DEVICES SHOWN ARE CLOSE TO EACH OTHER BUT PROTECT AREAS ON OPPOSITE SIDES OF CEILING CONSTRUCTION I �� BE REUSE0. STRUCTURE THAT LIMITS SMOKE MIGRATION. REFER TO ARCHITECTURAL RCP FOR MORE INFORMATION. 3 VE FOR 08/04/2011 i-�- a CONSTRUCTION �` � o •� 8. INSTALL ALL DEVICES CENTER OR QUARTER POINT OF CEILING TILES, IF APPLICABLE. ALIGN ALL O7 DEVICES ARE LOCATED OUTSIDE AND UNDER CANOPY. � � DE1/ICES WITH OTHER NEARBY FIXTURES, WHERE POSSIBLE. ��°�� C7� ��i� O OZ ARCHITECTURE , �� ° �, 9. ANY DEVICES TO BE INSTALLED IN THE ARCHITECTURAL CLOUD FEATURES ARE TO BE PLACED AT THE o SEAMS OF THE CLOUDS, MIDPOINT TO THE ADJACENT CEILING TILE. REFER TO ARCHITECTURAL RCP � ��1� �� w FOR MORE INFORMATION. ��s ' 2'� � F — WILDFLOWER ,� � 10. PAY SPECIAL ATTENTION TO ARCHITECTURAL CEILING FEATURES AND FOLLOW NFPA 72 AS NEEDED. ��o ��' RENOVATION -THE !-o ��'", _ LODGE AT VAIL i > � 11. ARCHITECT TO CONFIRM THAT FIRE ALARM DEVICES ARE NOT IN CONFLICT WITH FURNITURE SPECIFIED ��° ISSUE FOR: � � ��.,�r REFERENCE ; X a BY INTERIOR DESIGNER. _ � �� #�,� �y_ , � a X o , 1°� p .a....n.,,�'ll•�_ .• � •. �. �r1 �';. � �3,��i=:�c4; SHEET TITLE: I � � �°� �''�� I o o � :C> , � � FIRE ALARM PLAN � � �: oi � �:�o�� v � �o �,��* � y.�j�� /� � Y'�`��f��+�L E��,�°` SCALE: UN �°r.-sF a��t g xi SHEET NUMBER �� ; � , �,.� � j Xu I . I � � . .. � � .. . . � . . � . �. .. � . � . . . � . . � � . . . . � � . � . . . � . �A D SHA L REMAPN THE ROPERTY OFTTHE ENGINEER WHETHER HE PROJECT 6 CO PI ETED OR NOT.E IRE SE OF ANY OF T EC NS�RU E TS OF SERVICE OF � �. � ... . � N U � � . . . . � � . � � � . . . � � �. � � .. . � . � � . . . � . � � � � � � � � . THE ENGMEER BY THE OWNER OF E%TENSIONS OF THIS PROJECT N17HOt1T WRITTEN PERMISSION OF THE ENGINEER SMALL BE AT THE ONMER�S RISK AN�THE � ■ � �� w V�� . . � . . . � � � . , � � � . . . � � . � . . . . . . � � . � � � � ' . �. OWNER AGREES TO OEFEND,IN�EMNIFY ANO HOLO HARMLESS THE ENGINEER FROM ALL CLAIMS,�AMAGES,AND E%PENSES INCLLIDING ATTORNEVS�FEES . � � � � . �� . �� . � � � � � � � . .. . . � . � . ARISINC OUT OF.UNAUiNORIZED REUSE OF THE ENGINEER'S INSTRUMENTS OF SERVICE BY THE OWNER OR BY OTHERS ACTiNG THROUGH THE OWNER.. . . 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N0. 21111027 � General Notes � � Work Notes . _ , Reheat Coil � , , DRAWN: SEI , , L KITCHEN GREASE DUCT SHALL BE BLACK WE�DED STEEL WITH 1 EXISTING AHU:CONTRACTOR SHALL INSPECT UNIT AND SERVICE AS REQUIRED. , INDEECO QUA 20KW,30x16,208V/30,24 VOLT CONTROL WITH CONTACTOR-MAGNETIC , � CHECKED: SEI 3"FIRE WRAP IN 2 HOUR ENCLOSURE.NO INSULATION O ITEMS INCLUDE COMBING EVAPORATOR COIL FINS,CLEANING COILS, DISCONNECTING,SCR CONTROLLER,SCR INPUT-4-20mA,FUSES-MINIMUM NEC,TERMINAL ' ' OUTDOORS.OUTDOOR DUCT SHALL BE COVERED TO PROTECT ' REPLACING BELT,CHECK&GREASE FAN BLOWER BEARINGS,BURNER ' BOX OVERHANG,MANUAL THERMAL CUTOUT,DISCONNECT SWITCH-POWER,AIRFLOW � APPROVED: RDM � , FROM CORROSION.(REF:ARCH.) � INSPECTIONS,REPLACING FILTERS,CHECKING COMPRESSORS&REFRIGERANT � SWITCH POSITNE,CONTROL CIRCUIT TRANSFORMER,AIRFLOW DIRECTION AND , � R� � g �� CHARGE AND CALIBRATE THERMOSTAT.EXISTING MAU:CONTRACTOR SHALL AUTOMATIC THERMAL CUTOUT. ��.�� , ' - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - 2. - DISHWASHER EXHAUST SHALL BE STAINLESS STEEL WITH NO - - - - - - - - - - - - - �- - INSPECT UNIT AND SERVICE AS REQUIRED.ITEMS INCLUDE INSPECTING - - - - ' - - - - - - - -. - - - - - - - - - - - - - '- - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - �.� ��,�� -� - - _ _ _ ' DATE: O9/'I C/ZO'I� � � INSULATION. � � BURNER,REPLACING BELTS,CHECK 8�GREASE BLOWER BEARINGS,REPLACE � ' �� f /'� ' FILTERS AND CALIBRATE TEMPERATURE SENSOR.PROVIDE REBALANCE OF FAN �� ..� / REVISIONS ' � � TO CFM INDICATED. � , , , /� ' Bldg Dept 07/01/2011 , O � , , ��--�! � Comments , RELOCATE SUPPLY AIR FLOOR REGISTERS TO NEW LOCATION TO AVOID , , , t�� ° �Ta.�. � 1 HOOD REVISIONS 08/31/2011 � � CONFLICT WITH FURNITURE.WSTALL IN VERTICAL TOE KICK BETWEEN TABLES. �° �° t 1 ' ' ; 3 EXTEND 8"SUPPLY AIR DUCT TO RELOCATED REGISTER. ' i i 2 OWNER 09/22/2�11 O ��m REVISIONS ( Z MAINTAIN MINIMUM 3"CLEARANCE FROM WALL.ROUTE TO ABOVE ROOF LWE � , � � ' 40".FOLLOW EXISTING DUCT PATH. ' ' � , �� O� DUCT PENETRATION SHALL BE PROTECTED WITH A THROUGH-PENETRATION �O OZ ARCHITECTURE � ' ' ' FIRESTOP SYSTEM.CLASSIFICATION IN ACCORDANCE WITH ASTME 814 WITH A ' ' ' N � "F"AND��T��RATING. , , , o O � ' ' ' INSTALL RADIANT HEATERS WITH HANGER BRACKET FROM METAL JOIST OF � ' WILDFLOWER N � � O AWNING SUPPORT.MAINTAIN FACTORY CLEARANCE. � � ' ' � 6 RENOVATION - THE � � � CONNECT SUPPLY AIR DUCT BRANCH TO KITCHEN HOOD. LODGE AT VAIL ' ' � , ISSUED FOR: o , , , PROVIDE ACCESS PANELS IN BOTfOM AND SIDE OF ENCLOSURE FOR EF-1 , � , a,ccESS sERViawc. REFERENCE 3 a , , O , � SLOPE DUCT TOWARDS HOOD AT 1/4"PER FOOT. , i , , a`yi �J (� `� ' ' ' 'O KITCHEN EXHAUST SHALL BE WELDED BLACK STEEL WITH 3"FIRE WRAP. ' ' ' p � � � � V l� � SHEET TITLE: = PROVIDE 2 HOUR ENCLOSURE AROUND ALL WRAPPED EXHAUST DUCT. INCLUDE � m� � � , � � � OC�f 3 � LEVEL 1 MECHANICAL � ;_' RATED DOORS FOR ACCESS TO EXHAUST DUCT CLEAN-OUTS. PROVIDE 2 HOUR � ��, N EW WORK PLAN � � � � ENCLOSURE AND PROVIDE 3"CLEARANCE AROUND EXHAUST FAN ABQVE � � � � , , � � CEILING. SEAL PENETRATION OF ENCLOSURE TO RATING REQUIRED. � � � ' � �o f TOWN (�F VAIL , � � � � � SCALE: 1/4" = 1'-0° RAISE DUCT UP BETWEEN TWIN TEES. a , ' , �� ' SHEET NUMBER c� , , , , NEW LOCATION OF EXISTING FLOOR REGISTER. , � � , � 12 '�.�'- ' PROVIDE GREASE DUCT CLEANOUT AND ACCESS W TWO HOUR ENCLOSURE. 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"�.�u.��,, '�� :�. :-,��i+' �� . �7, �"^5��^'^-/„. . . . . � . \ 15 16 �.�'`' °�t,� `=sy '�t. I �, �� ; `� � � � �:�'`� �;^�,` �'� � � �� ,;��.. a: ��, .� .�, w�. � .�.��.'�. .� .�.. � J J � � � . . .. . . . . . . . . . . . . . � . . . . � � . � � . . . � . . . . . . . .. . . � . � � � . . . . � . . � . . . m � .. . . . . . .. � . . . . . . � . . . . . . . . . � . � . . . _ . . . . . . . . . . � . � . . � � � � .. . . . .� -. . . � GENERAL NOTES: � LEVEL 1 ELECTRI�AL POWER P�N 1. COORDINATE EXACT KITCHEN EQUIPMENT ELECTRICAL REQUIREMENTS WITH MANUFACTURER PRIOR TO u-� , � KITCHEN EQUIPMENT SCHEDULE sCALE: 1�4„ _ � ,_o„ Ro��H-�N. `- 2. ALL RECEPTACLES IN KITCHEN AND BAR AREA SHALL BE GFCI PROTECTED PER NEC 210.8. -° , _ � MECH. OESI6NATION EQUIPI�ENT DESCRIPTION VOITS PH HP MCA` KW KVA DISC. PANEL DESIGNATION C8 MF5 FEEDER SIZE REMARKS __ , ,, srzE sizE 2' 1 ' 0 2' 4' 8' , � „ � � 3. THE EXISTING TELECOMMUNICATIONS SERVICES TO MICKY'S AND THE WILDFLOWER SHALL BE REUSED. N a Foo� wnstE cou�cTOR �2o t ��.o �.3o sto P�-� 20/� (2;��2 ac �/�2c)�/2 c. �owiR� � � COORDINATE EXACT REQUIREMENTS WITH THE LODGE AT VAIL IT DIRECTOR AND THE A/V DESIGNER. � � w � ,, �, �A wAREwASHER RnCK CoNVEYOR y08 3 66.5 23.90 100/3 Pt-2,4,6 150/3 t00A (3�2 �C 1�6G)1-1/4"C. HARDwIRED 4. CONTRACTOR TO VERIFY WITH AHJ AND OWNER ABOUT REQUIREMENTS FOR INSTAILING LOW VOLTAGE, � �� - TiwK HEnT TELECOMMUNICATIONS, AND FIRE ALARM WIRING IN CONDUIT. � � � ��s._� v WAREWASHER RACK CONVEYOR � ��.. , z 7B - BOOSTER HEATER 208 3 33.3 12.0 15.00 60/3 P1-20.22.24 70/3 5UA (3�8 dc 1�10G)3/4"C. HARDWIRED ,, � � �� 1611 RUCII IN RCf'RIOCfL�TOR 120 7 1r3 OA 0.9G P7-3 20`1 (2�12 & 1�120�1�2"C. NEMA 5-20R WORK NOTES. � W _. � 168 REACH IN REFRIGERATOR 120 1 1/3 8.0 0.96 P1-29 20/1 (2�12 dc 1�12G)1/2"C. NEI�A 5-2oR 1O EXISTING PANELBOARD TO REMAIN. � �', ° �� 17 MICRawnvE wEr� 120 t 10.0 1200 P1-5 20/1 (2�12 & 1�12G)1/2"C. N�u► 5-2oR O2 PROVIDE NEW NEW DEVICE ON SALVAGED RECEPTACLE CIRCUIT. � � 18n Plzzn PREP REFRIGERATOR 120 t 1/2 ta.o 0.96 P1-7 20/1 (2�!12 ac 1�12G)t/2"C. NEMA 5-2oR O3 TERMINATE D(ISTING TELECOMMUNICATIONS WIRING ON NEW COVER PLATE TO MATCH RECEPTACLES. � w COORDINATE EXACT FINISH WITH ARCHITECT. i w 188 PIZZA PREP RffRIGERATOR 120 1 1/2 14A 0.96 P1-27 20/1 (2�12 dc 1�12G)t/2"C. NEMA 5-20R PRO�. N�. 21111027.�0 <- O PROVIDE NEW 400A, 208V, 3�, 4-WIRE, NEMA 4X STAINLESS STEEL PANELBOARD - 42 CIRCUITS IN � 18.1 ICE CREAM DIPPING CABINEf 120 1 1/3 8.0 0.96 P1-11 20/1 (2�!12 dc 1�12G)t/2"C. NEwIAA 5-2oR EACH OF 2 SECTIONS. SPLICE EXISTING 400A FEEDER ANO PULL TO NEW �OCATION SHOWN. REFER DRAWN: BLF � ALSO TO ADD ALTERNATE NOTE E1. � 19 SLOW COOK/HOLD OVEN 120 1 16A 1.9 1.92 ' P1-9 20/1 (2�12 dc 1�12G)1/2"C. NEMA 5-20R CHECKED: DKH O5 MECHANICAL EQUIPMENT LOCATED ON ROOF ABOVE. EXTEND OR SPLICE EXISTING BRANCH CIRCUIT z w 20A STEAM TABIE 120 1 8.3 1000 P1-31 20/t (2�12 dc 1�12G)1/2"C. HARDWIRED WIRING AN TIE W TO CIRCUIT INDICATED IN PANEL P1. APPROVED: . a�.� 2oe s� Tne� �20 � s.3 �000 P�-33 20/� (2#i2 � ��2c)�/2"c: - wu�owiRE� s COORDINATE DEVICE �OCATION WITHIN MILLWORK WITH ARCHITECT PRIOR TO ROUGH-IN. DATE: June 06, 2011 � .� O � � 2oC SiE�4M TABIE t20 1 8.3 1000 P1-35 20/t (2�12 & 1;�12G)1/2"C. HARDwIRED 7O POWER FOR A/V RACK. COORDINATE D(ACT LOCATION WITH A/V INSTALLER PRIOR TO ROUGH-IN. REVISIONS: �W 1 BUILDING DEPT. 07/01/2011 �� 2oD sr� T�� t20 t 8.3 100o P1-37 20/t (2�12 � 1;�12G)1/2"C. wa�tDwIRED OS POWER FQR SATELLITE RECEIVERS. COORDINATE EXACT LOCATION WITH A/V INSTALLER PRIOR T0 RESPONSE J� � �� 20E STEAM TABLE 120 1 8.3 1000 P1-39 20/1 (2�12 & 1�12G)1/2"C. HARDWIRED ROUGH-IN. 2 FOR 07/11/2011 �/ CONSTRUCTION O9 POWER FOR PATIO RADIANT HEATER CONTROLS. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL J o 22 REACH IN REFRIGEFL4TOR . 120 1 1/4 6A OJ2 P1-8 20/1 (2�12 & 1�12G)1/2"C. NEMA 5-20R ' CONTRACTOR. 3 VE FOR 08/04/2011 ' w � �� ,�� CONSTRUCTION � �-� 23 ICE DISPIAY 120 1 1/3 7A 840 P1-41 20/1 (2�12 & 1�12G)1/2"C. NE�IA 5-2oR 10 POWER FOR FLAT PANE� TELEVISION. COORDINATE EXACT LOCATION WITH A/V INSTAL�ER PRIOR TO ; ,� , 4 PR-03 09/26/2011 -, � O ROUGH-IN. �� . �- >� 24 Pasrn caoKER �20 � z.o o.z4 sto P�-�o zo/� (2��2 & i��2c)�/2"c. wu�nwiRE� ��.�� 0 OZARCHITECTURE �'>, S'T' 11 POWER FOR ANSUL CONTROL PANEL. INTERLOCK CONTROL PANEL WITH MECHANICAL EQUIPMENT AND � a 6 -- L - �� - � 26 CoNVEC7ION ovEN 120 1 1/2 7.2 0.86 Pt-21 20�� (2�12 & 1�12G)t/2"C. NEMAA 5-2oR O GAS VALVE AS REQUIRED. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. ' ��° ffi� w w S.L . , ` ��n �d � WILDFLOWER i i 12 POWER FOR HOOD CONTROL PANEL ' -�_ ' ��a . RENOVATION -THE ' o>° 13 INTERLOCK CONTROLS OF EF-1, MAU-1. AND HOOD CONTROL PANEL. COORDINATE EXACT LODGE AT VAIL � ,, O ' o.-� REQUIREMENTS WITH MECHANICAL CONTRACTOR AND SEQUENCE OF CONTROLS INDICATED ON (SSUE FOR: I J ° MECHANICAL DRAWINGS. � REFERENCE �� 6AR EQUIPMENT SCHEDULE 0 ,4 EX�S�N� �oF �o�A�oN. X� x � OISC. CB 15 REINSTALL (6) EXISTING STEP LIGHTS IN NEW FIRE PIT WALL. MAINTNN D(ISTING CIRCUITING AND SHEET TITLE: MECH. DESIGNATION EQUIPMEM DESCRIPTION VOLTS PH HP MCA KW KVA PANEL DESIGNATION MFS FEEDER SIZE REMARKS D � � � � � � ° s�zE s�zE CONTROLS FOR STEP UGHTS. COORDINATE EXACT LOCATION WITH LANDSCAPE DESIGNER. LEVEL 1 ELECTRICAL �i ;� �,� � .. 3�, POWER PLAN GLASS FROSTER CHILLER - - Qa 84 / 120 1 1.2 P1 13 20/1 (2�12 dc 1#12G)1/2 C. NE�IA 5 2oR 16 PROVIDE 120V POWER FOR FIRE PIT IGNITER. CIRCUIT TO P1-60. OC� Q 3 ��i� ;q� �� es cu►ss wnsHER izo � is.o �.s sta P�-�s 20/� (2�!�2 a� ��!�ZC)�/2°c. UN �7 REPOSITION EXISTING HEAT TRACE IN GUTTER AND ON EAVE TO ACCOMMODATE NEW GUTTER AND EAVE �-�� L SCALE: 1/4"=1'-0° CONFIGURATION DUE TO THE AWNING CONNECTION TO BUILDING. REFER TO ARCHITECTURAL DEfAILS i "� 89 BnCK BAR COOI.ER 120 1 1.2 P1-17 20/1 (2�12 dc 1�12G)1/2"C. NEbIA 5-2oR FOR EXACT LOCATION OF RECONFIGURED ROOF. ' SHEET NUMBER � I�- 613 BACK BAR COOLER 120 1 1.2 P1-14 20/1 (2�12 dc 1�12G)1/2"C. NEI+W 5-20R X ii RED w�NE 4 18 CONTRACTOR TO FIELD VERIFY LOCATION OF PANELBOARD IS ACCEPTABLE WITH THE AHJ. II Q 614 BA�C�Kp 8AR COOI.ER 120 1 1.2 P1-16 20/1 (2�12 de 1�12G)1/2"C. NEMA 5-20R owNeRSHir oF oocuMeN7s � � (/�U . . � � BCC.f��H� nINE � � � � � � � � � � � � � � � ALL ORAWINGS,SPECIFICAl10NS AND OTiER WORK PRODUCT OF THE ENGMEER i'OR THIS PROJECT ARE INSTRUMENTS OF SERVICE FOk.1H15 PROJECT ONLY � � AND SHALL REMPIN THE PROPERTY OF THE ENGMEER WHETHER THE PROJECTIS COMPLETED OR NOT. REUSE OF ANY OF THE INSiRUMENTS OF SERVICE OF . w(n: � � � . � . . � � � . � � . . . � . � . . � � . � � � . - . � � � � � � . � � � . � . � �-- . � � . � � . 7HE ENGINEER BY iHE ONNER OF EXTENSIONS OF THIS PROJECT W7TMOUT WRITTEN PERMISSION OF THE ENGINEER SHALL BE A7 THE OWNER'S RISK AND 7HE � � �� . . . � . � . . .� . � . � . � � . . . . . . . � � �. . . � � . � � . . .. . � . �� . � OWNER AIXiEES TO DEFEND,INDEMNIFY AND HOLD HARMLESS THE ENGWEER FROM ALL CLAIMS,DAMAGES,AND EXPENSES INCLUDING ATTORNEYS'FEES � � � � � � � � . . . �� . . . . . ARISING OUT OF UNAUTHORIZED ftEUSE OF THE ENqNEER'S INSTRUMENTS OF SERVICE BY THE OWNER OR 8Y OTHERS ACi1NG THROUGH 7HE ONRJER. � . � � X� � . � . .. . . . . � . . � . � . . . . . . . � . . . . . . . . . � . . . . . . . . . . . � � � 6 O / � � R Q I 4 ARCHITECI��E �� 3003 Larimer Street �, s ,� � _ Denver, CO 80205 phone 303.861 .5704 � NEW 400A, 208V, 3�, I 3 4-WIRE, STAINLESS STEEL P1 P1A PANELBOARD - 42 CIRCUITS IN EACH OF 2 SECTIONS �-�. _- I , < , _ _...__.: . _�_-,:;: _. _ __ .. / _.._ _ _ � �/�'� '�'' �'� ' ,;`,�,,�',,��'� Q i �: �f ° � r � r' � �.�' NEW 2[(4#4/0 AWG CU) 2"C] NEW (4#1 + 1#SG)1-1/4°C � . �. �_ ��,�'',�` / Isc-3 �. �. , 4, '� �� _ ,� ,,.�'r �,,,' ` . . � f � NEW SPLICE BOX FOR FEEDER 4 � � � /�',� �'`` ,�/'� GENERAL NOTES. '� _ �;;•i;.� ,�'j�� ,J�-�` E 2 4 4 0 AWG CU 2'°C --� �- _ , , , . /;�� uriun� M�R ENGINEERING � f O [( # / ) ] , , �, ,.�'' 2 •`. J : _ leadershi thr h E ineeri �, O �� , , 1. PARTIAL ELECTRICAL ONE LINE DIAGRAM ONLY INDICATES THE PORTION OF THE ELECTRICAL DISTRIBUTION p °� "�9 "9 �� - '� � _ THAT PERTAINS T0 THIS RENOVATION PROJECT. 5420 Ward Road,Suite Y00 EXISTING FEEDERS TO REMAW `�� =� � � M � Arvada Colnrado 500�2-1838 I � , Ir---------------------------� i �-�� i � Phone:303-422-74�0 , � �T' �l' �l' �. � i ' ; � , � . . . . . . . . . . . . . . � . . . . � . � . . �.. . . . . � . � . � . � . � . . . � � _j � �_. �_� j� � .y. . .. . . i . .... � . � .. . � . . � . � � � � . . .. . . . . � � . . . . � . ..� , . � � . . . � . _ , Fax:3�3-422-79�0 � � ' � � � ; ; � www.bcer.com i � � � � � � � � � � ; , (E) HCE UTIUTY � � � � , , , i TRANSFORMER ; ; ; ; � � � WORK NOTES: �---------------, I I I I I M I I I ' ( I � CONTINUE T0 CONDO � . . . . � _-- QQ r�� ; �� (� � o� � � DISTRIBUTION SECTION . _ � p a.$��,a �'� ; � I 1 I I I o I I 1600A/3P ( � I I � Ol LOCATION OF MAIN ELECTRICAI ROOM AND MP 1 IN GARAGE. ptie , y,, y��a�.�s � � , � � � � �a- � �.� � C�� ' . � � �------l►-------1�------�------1F-------l�----�--- ------------H��-------�--- -------------� W ��sK'j� I , � _ �� ; � � O2 APPROXIMATE LOCATION OF PBX ROOM IN LOWER LEVEL OF HOTEL. � �a � ;-' � � T - - �� ; � �; �a � � i, --------i------------ --------------+----------------------------------------------`.--------------------;�---------- ---------------� 3 APPROXIMATE RESTAURANT AREA. � 8 . � . . . . . � ----------------1-------� - . . . . . . . . . . . O . . � � . . . . . ; _;__ °MP-1" `. 3000A BUS--� � ; � °� � Isc-1 __- 208V, 3�, 4W ��--1600A BUS _ � 4 FEEDER ROUTING THRU GARAGE. ��`f�� .�\� ��k'\i ' ( ��S� z , 0 _ _. . � "MP-1" 5O FEEDER ROUTING THRU UTILITY TUNNEL SPACE. L- e� - --J 208V, �3�, 4W �� 6/ .4PPROXII�AATE IACATION OF IDF ROOAA IN GAR4CE WNERE TNE N OISTRIBUTION IS LOCATED. '�---(E) 8[(4#500 AWG CU) 3-1/2"C] WITH (2) 3-1/2 SPARE CONDUITS � :_ � � LODGE AT VAIL KEY PLAN PARTIAL ELECTRICAL ONE-LINE DIAGRAM - SCALE: NOT T0 SCALE SCALE: NOT T0 SCAL E _I I- _ Z 1- FAULT CURRENT SCHEDULE FEEDER TABLE • Feede� kif«mation Fault Por Un� R Per Unit 7( Node ID Node Descnp6on NodeType Wie Vdtage From To U6Tity Mrad MVA Xfinr S'ize ConductorType Cood�TYPe �'� � XIR � W THREE WIRE + GROUND Runs 5rce Cument Valus Vatue FOUR WIRE -+ GROUND � 0 Holy Cross Energy Utility 151 0 OVERCURRENT FEEDER COPPER CONDUCTORS FEEDER ' COPPER CONDUCTORS t Utility Xfmr Xfmr 208 0 1 300 58,882 0.01000 0.01000 1.00 DEVICE SEITINGS IDENTIFIER , INSULATION PER SPECIFICATIONS IDENTIFIER � INSULATION PER SPECIFICATIONS � 2 MP-1 Panel 208 1 2 8 �500KCMIL 25 Cu Non-Mag. 54,948 0.01059 0.01085 1.02 �� 3 P1 Panel 208 2 3 2 �4 0 380 Cu Mag. 6.834 0.09359 0.07804 0.83 20 3WG20 �3#12 -F 1#12G�1�2"C 4WG20 (4#12 + 1#12G)3/4�C 150 30 3WG30 (3#10 + 1#10G�3�4°C 4WG30 (4#10 + 1#lOG)3/4°C . ' 40 � 3WG40 (3#8 + 1#10G)3/4°C 4WG40 (4#8 + 1#10G)3/4°C � P/WEL: PtA X 100x NEUTRN. PANEL• P1 X t00X NEUTRAL PANEL: Pt 5a 3WG50 (3#6 + 1#10G)3/4°C 4WG50 (4#6 + 1#10G)1°C . . � . . . . . . . . . � � . � � . . � � . . . . � . . .. . .. � . � . . M n . � �; . X GROUI� X GROUNO 60 3WG60 (3#4 + 1#10G)1 C 4WG60 (4#4 + 1#10G)1-1/4 C /11pAp1Y = 100 AMPS X ML0 /WPAqIY = �00 IWPS X WUN CB SIZE: �00 IWP NC RA1WG i 10.000 IWPS X SURF/VCE AIC RAliNG = 10�000 AIIPS X RECESSED 70 3WG70 (3#4 + 1#8G)1"C 4WG70 (4#4 + 1#8G)1-1/4"C VOLTAGE = 120/208 VOLT� 3 PH WITAGE = 120/208 VOLT. 3 PH 100 � 3WG100 (3#1 + 1#8G)1-1/4°C 4WG100 (4#1 + 1#8G)1-1/2°C � lYP vA DESCRIPi10N P CB dR PH CKT C6 P OESCRIP'iION vA TYP iYP vA oESCPoP'f10P1 P CB qCT PH qCT CB P oESCPoPTION vA lYP iYP vA 06CRIP'110N P CB CKT PH CKT CB P OfSCRIPTION vA lYP 125 3wG125 (3#1 + 1#6G)1-1/4°C 4WG125 (4#1 + 1#6G)1-1/2"C [� E 332a sraR sNOwMaT 2 20 � n 2 sPACE K i3ao 4-FOOD WASTE COLLECTR � 20 � n z 150 3 7A-WAREINASHER RACK 2390o K [1] M �3a24 (E) RTU 3 �o � n 4a 20 3 (E) MUA 2�0o M [�] 150 3WG150 (3#1/0 + 1#6G)1-1/4°C 4WG150 ' (4#1/0 + 1#6G)2"C . . . . . . . . . . . . . . . .� n n . � . . -- 3 B 4 SPACE K 960 16A-REACH IN REFRIG. 1 20 3 8 4 TANK HEATER q5 8 46 175 3WG175 . (3#2/0 + 1#6G)2 C 4WG175 (4#2/0 + 1#6G)2 C [1 E 3328 STNR SNOWMELT 2 20 5 C 6 SPACE K 1200 17-MICROWAVE OVEN 1 20 5 C 6 47 C 48 200 i 3WG200 �3#3�0 -1- 1#6G�2"C 4WG200 (4#3/0 + 1#6G)2"C � -- 7 A e SPACE K sso 18A-PIZZA PREP REFRIG. 1 20 7 n e 20 � 22-REACH IN REFRIG. 72o K [t] M 1176 (E) DWEF � 20 49 A 50 20 3 EF-1 3s�6 M „ p = [i E 332s sraR sNOwMar 2 20 9 B �o sPACE K is2o 19-SLOw COOK OvEN � 2o s s �0 20 � 24-PASTA CO�KER 2ao K M �oo P-1 i 20 5� e s2 225 3wG225 (3#4/0 + 1#4G)2 C 4wG225 (4#4/0 + 1#4G)2-1/2 � -- 11 C t2 SPACE K 960 18.1-ICE CREAM DIP CAB. t 20 �� C t2 SHUNT TRIP [2] E 864 POWER PACK � 20 53 C 54 250 3WG250 (3#250KCMIL + 1#4G)2-1/2°C 4WG250 � (4#250KCMIL + 1#4G)3"C , � [i E 3328 STwR SNOwMELT 2 20 13 A �4 SPnCE K t2oo B4-GLASS FROSTER t 20 13 A 14 20 1 613-8ACK BAR COOLER t2o0 K M 183o KEG COOLER 1 20 55 n 56 20 1 CONV. RECP. 9� R 300 3WG300 (3#350KCMIL + 1#4G)2-1 f2"C 4WG300 ' (4#350KCMIL + 1#4G)3-1/2"C -- i5 8 16 SPACE K tsoo 86-GLASS WASHER 1 20 15 B �6 2o i 614-BACK BAR COOLER t2oo K `SPARE 57 e ss 20 1 CONV. RECP. 90o R „ „ � SPACE 17 C 18 SPACE K t2oo B9-BACK BAR COOIER t 20 17 C �s 20 1 FRONT BAR OUTLETS 12UO K [3] � �233 LIGHTING 1 20 59 C 60 2o t EXT RECP, RAD. HEATERS 30o E 350 3WG350 (3#500KCMIL + 1#3G)3 C 4WG350 (4#50aKCMIL + 1#3G)3-1/2 C LOAD TYPE CONNECTEO LOAD (VA) DEMIwD FACTOR DEMAND LOAD (vA) NEC DERATED [2 SHUNT TRIP �s n 20 70 3 7B -WAREWASHER RACK �500o K [3] � �210 LIGHTING � 20 61 A 62 2o t BAR N'S �000 E 400 3WG400 (3#500KCMIL + 1#3G)3'�C 4WG400 (4#500KCM1� + 1#3G)3-1/2°C J °O (vA�D Lo� K 860 26-CONVECTION OVEN 1 20 2� B 22 BOOSTER HEATER [3J L 1295 IIGHTING 1 20 63 B 64 20 1 SATELLITE RECENERS 1500 E 500 3WG500 2[(3#250KCMIL + 1#2G)2-1/2"C] 4WG500 2[(4#250KCMIL + 1#2G)3"C] � E i000 ANSUL CP 1 20 23 C 24 [3] L 747 IIGHTING t 20 65 C ss 20 t A/V EQUIPMENT �50o E � uGFmNG �.00 t.25 2 600 3WG600 � 2[(3#350KCMIL + 1#1G)2-1/2"C] 4WG600 2[(4#350KCMIL + 1#1G)3"C] � E i000 HOOD CP 1 20 25 n 26 20 t KITCHEN OUTLETS 120o K L l000 EXT. LIGHTING 1 20 67 A s$ 20 t lCP-1 PROCESSOR t000 E N REC tst 10 KvA 1.00 �•� K 960 188-PIZZA PREP REFRIG. 1 20 27 B 28 20 1 KITCHEN OUTLETS 1200 K [3] 69 8 70 20 t PROCESSOR PANEL t000 E 800 � 3WG800 2 3 500KCMIL + 1 1 OG 3"C 4WG800 2 4 SOOKCMIL + 1 1 OG 3-1 2°C � REMPJNING 1.00 0.5 �� # # � � � L� # # � � � � w�cESr t�oTORS �.00 i.25 K 9so 16B-REACH IN REFRIG. t 20 29 C 30 20 1 KITCHEN OUTLETS i2o0 K Q2 P 13312 SUBPANEL P1A 3 too 71 C 72 2o i SPARE 1000 3WG1000 4[(3#250KCMIL + 1 2 OG 2-1 2°C 4WG1000 4 4 250KCMIL + 1 2 OG 3"C � # / ) / � �� # # / ) � REMAINING MOTORS 1.0o tA K 1200 20A-STEAM TABLE t 20 31 A 32 20 1 POS t2o0 E -- '` 73 A 74 20 1 SPARE p A � , _ ° EQUIP�IENT �33�2 �.00 133t2 t.o t3312 1200 3WG1200 4[(3#350KCMIL + 1#3/OG)2-1/2 C] 4WG1200 4[(4#350KCMIL + 1#3/OG)3 C] .f r $ ^ � K t 200 206-STEAM TABLE t 20 33 B 34 20 1 POS 1200 E 75 B 76 ' 20 1 SPARE __ c� HEATING 1.00 1 W � b _: w.: . .. � K �200 20C-STEAM TABLE 1 20 35 C 36 2o t KITCHEN CONV. RECP. 54o R H 2000o DUCT HEATER 3 70 ' 77 C 78 2o t SPARE 1600 3 G1600 5[(3#500KCMIL + 1#4/OG)3 C] 4WG1600 5[(4#500KCMIL + 1#4/OG)3-1/2 C] - cv PANEI 1.00 1 A � _; K 1200 20D-STEAM TABLE 1 20 37 A 38 20 1 21-UC 'FREEZEF 1200 ` K ` -- : 79 A 80 20 1 SPARE ° n � � �'-- � 1R�WSFORMER 1.00 �A 4 2000 3WG2000 I 6[(3#500KCMIL + 1#250KCMIlG)3 C] 4WG2000 6[(4#500KCMIL + 1#250KCMILG)3-1/2 C] � w - - � KITCHEN 1.00 1.o K �200 20E-STEAM TABLE 1 20 3s B 40 30 2 COFFEE MAKER 4992 K � -- 8t 8 82 20 1 SPARE „ -- A �� 2500 3WG2500 7[(3#500KCMIL + 1#350KCMILG)3 C] 4WG2500 7[(4#500KCMIL + 1#350KCMILG)3-1/2 C] � lOTAI 13312 13312 13312 K 840 23-ICE DISPLAY 1 20 4t C 42 t 83 C 84 2o t SPARE � � ,� 3' pw�SE laAp�NG �Op,D TYPE CONNECTED LOAD (vA) oEMAND FACTOR DEI+�wD LOAD (vn) NEC DERATED DEt�uWO 3000 3WG3000 � 8 3�500KCMIL + 1 400KCMILG 3°C 4WG3000 8 4 500KCMIL + 1 400KCMILG 3-1 2°C � �"i�� LOAD (VA) ' � � L� # � � ( L� # # � � � � �� -0 � � . . � . . . . . . . . . . .. . . . . � . � � . .. � . � � . . ,.. s . N A= 4992 VA DERATED DEMAND LOAD = 37 AMPS � �� w 8= 4992 VA SPARE CAPACITY = 63R 63 AMPS � � � J � . . . � . . . . . . . . � . . . . . . . � � � � � � . . . . � � � .� . � . . �� . . . . .. . � . . . � C= 3328 VA lOTAL = 100 IWPS UGHTING 6805 1.00 6805 1.25 8506 � RfG i st 1 O h�/A 2J40 1.00 2J40 I A 2340 � _ � [1] PROVIDE 30ma GfEPD CIRCUIT BREIUCERS REMAINING 1.00 0.5 i � Q LARGEST UOTORS 13824 1.00 13824 1.25 17280 � 4 RE�N�N� �oTaRS 96zz ,.o0 9622 ,.0 96zz SWITCHBOARD �MP-1� LOAD SUMMARY J EQUIPMENT 31564 1.00 31564 1A 31564 I a HEATING 1.00 1 A � o - PANEL 13312 1.00 13312 1 A 13312 LQAD DESCRIP110N VA i 1RANSFORMER 1.00 1 A Q KRCHEN �a4�2 i.00 �aa�2 a.s5 asao� PROJ. N0. 21111027.00 � iOTAL 151939.4004 151939 131031 CAPACIiY ON "MP-1" AT 1600A, 208V� 3-PHASE = 576,000 � . � �+anc DRAWN: BLF j � A= 51347 VA DERATED DEMAND LOAD = 364 AMPS 12-MONTH PEAK DEMAND (JAN 2011) - 386,000 w 8= 52302 VA SPARE CAPACITY = 9% 36 AMPS 0 125� OF PEAK DEMAND PER NEC 220.87 = 482,500 , CHECKED: DKH .� C= 48291 VA 10TA1. = 400 AMPS CAPACITY ON "MDB" LESS 125� OF PEAK DEMAND SUBfOTAI 93,500 VA APPROVED: . w / � o [t] PROVIDE NEW CIRCUfT TO D(ISiING MECHANICAL EQUIPMENT. � [2] INTERLOCK SHUNT TRIP CIRCUIT BREAKER WITH ANSUL SYSTEM. ADDED LOADS DATE: June 06, 2011 � [3] WIRE CIRCUIT THRU LCP_1- PiwE� P1 = 1 1, 1 REVISIONS: a� w ° � �fAL 131,031 VA 1 BUILDING DEPT. 07/01/2011 v a RESPONSE WILDROWER RESTAURANT ASSUMED 509� OF 400A �� REMOVED lOADS i o% _ , 2 ONSTRUCTION 07/11/2011 w� ; = 6 3 VE FOR 08/04/2011 I � � CONSTRUCTION i � � SU6fOTAl 72,000 VA 4 P R-03 09/26/2011 I �� 0 OZ ARCHITECTURE 1 TOTAL LOAO ON "MIP-1" 1 , 1 Vq Q�p 424 Amps 0 3 TOTAL REMAININ� CAPACITY ON "MP-1" WfTH 4,4 VA , , w w REVISED LOADS FROM PROPOSED RENOVATION. 96 Amps WILDFLOWER z � �J.- . . . . . � � . . . . . . . . . . . . .. . . . � z� `"�y��f� C�� `��.�� RENOVATION - THE o � . LODGE AT VAIL ��I� �� ISSUE FOR: Q � �L�� REFERE �C� NCE � � � � �o � �� G .. � __,r-� � ��e� I J � i ; 3 , �� SHEET TITLE: � °i ��o - �� ELECTRICAL ONE-LINE �� DIAGRAM & SCHEDULES , ;�� N p O D � 0 �1C , ;:� N SCALE: N/A i - �� a �� ,-.� SHEET NUMBER 'i � �� `f`�1�11� �F� �,/�,[� ,_ � _ _ . � J . . . . . . . . . . . .. � . . . . . . . . . � � . . � . . . . . . . . . . . . � � . . . . . . . . II Q� � � � � ALLJDR�ANAN�,SPECFECA710NS ANO OTHER WORK PRODUCT OF THE ENGINEER FOR 7HI5 PROJECT ARE INSTRIIMENTS OF SERVICE FOR 7HI5 PROJECT ONLY � W�U � � � � � � � � � AND SHALL REMAIN THE PROPERTY OF THE ENGINEER WFiETHER THE PROJECi IS COMPLEiE�OR NOT.�REUSE OF ANY OF THE INSTRUMENTS OF SERVICE OF N� � . � � . . . . � � � . � � . � � . � �. . � � � � � � . � � �. . � . � � . � . . � . � . � � � . . � . � � .. � - THE ENGMEER BY THE ONNER OF E%TENSIONS OF THIS PRO.ffCT WiTHOUT WRITIEN PERMISSION OF iHE ENGMEER SHALL BE AT 7HE OVMEft'S RIS1C AND THE . . � �i�� . . . � . � . � . . � . . . . � � . . . � . . . . . � � . � � . � . . . � . � ... . � � � OWNER AGREES TO DEFEND,INDEMNIFY AND HOLD HARMLE55 THE ENGINEER fROM ALL CLNIMS;OAMAGES,AND E%PENSES INCIUDING ATfORNEYS'FEES � � � � � . � . � � � � � ARISING OUT OF UNAUTHOR12ED REUSE OF 7HE ENGINEER'S INSTRUMENTS OF SERNCE 8Y THE ONMER IX2 BY OTHERS AC71NC THROUCH THE ONMER. � � X� . � , � . . � . . � . � � . � . . � . � . . � � . . � . . � � . . � . � . . . . . . � . . �� . � � . � . � � ... �� . � .. . . ..... ... .... .__ .... _._ _._ . .. .. � . . � � . . . � � . . . . � . . . . .. . . . . . .;..� . . . ,', _... .�. 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