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: OWNER VAIL VALLEY MEDI A . . CONT RACTOR TO C00 C LCENTER RDINATE STAGING STORA E P ■ G ARKIN G CONSTRUC <.�41� TION ACCESS ADJ. � , ADJUSTABLE . . � MECH. : M ECHANICAL ,, ■ . ` 181 WEST MEADOW`D IVE AN R T I <. R D ELA ED SSUES WITH THE OWNER PRI R 0 TO COMM N IN E C G WORK. `APP I L CABLE`BUILDIN A G CODE. A.F.F. A BOVE FIN 2` (SH FL00 0091NTERNATI R ONAL BUILDING CODE MIN. MINIMU M �.; :VAIL COLORADO 165 � 8 7 2009 INTERNATIONAL MEC , ■ HANICAL AND UNIFORM PL ■ - UMBING COD E AL. ALUM ■ INUM . MTL. 3 M EfAL . - NTA T. _ CO C RYAN MAGILL 97 4 ` 1. ERECT AND AI T 0 90 0066 M N AIN- DUST PR OOF PARTITION S AND' CLOSURES AS< R E UIRED AN D ( ) Q „ 2009 IN TERNAT ONAL F - B.O. B : I IRE CODE Y OWNER , N0. NUM BER OUTLINED BY THE HOSPITAL TO P REVENT: S R ` P EAD OF bUS ` T NOISE AND 'FUMES TO :OC U �. , C PIED � , 2 I Oa9 NTERNATIONAL PL MBIN ...:.. ......... ......:.. .......:.. ........ . .....:_ ........: .......:. ...._.:.. ......::. . ...----� -----�-- ......�.. ...--�-- ----�---- ......--- ..:...... U G CODE " --....... '■ . CFT. ' ER ...----- ......... ■ PORTIO S C AMIC FLOOR:TIL 0.0 . , N OF THE 'BUILDING-AND T0 P V E . ON CENTER RO IDE' FREE'AND SAFE 'PA SSAGE OF PERSO NNEL AND ■ , 2 I 009 NTERNATI ONAL F EL A ' U G S CODE : ARCH ITECT DAVI S PARTNERSHIP P.C. GENER L PU A BLIC T0 AND F � ROM OC UPIE ` C D PORTIONS 0 F THE BU1 I LD NG : CONC. C . ONCRETE P. PAI NT 2009 JNTERNATI N O AL ENERGY CONSERVATI ON CODE 0225 MAW TREET NI - S U T C101 � ■ . ■ CONT. C P. 20 INTER ONTINUOUS LAM. PLASTIC LAMI A 09 NATIONAL PERF RMAN N TE O CE CODE EDWARDS` COL RAD -` 1 . 2. ; EN R , O 08632 G E AL CONTRACT R 0 TO PROVIDE PROTECTION F ROM DAMAGE DURIN < G DEMOLITIO N AND � ' '2008 NATIO . - ' OR NAL ELECT RICAL CODE ` C R. _ CORRIDOR RB. CONTACT. SCOTT NEVIN AIA 970 926 6 ° ;RUBBER BASE 89 0 CONSTRUCTION 'WORK :T0 LO , ( _ � ■ F OR AND' FINISHED SURFA E C S TO` REMAIN. ONTR ■ C ACTOR SHALL '' 199 E ■ ■ ■ 7 DITION OF " . THE UNIFORM CODE FO TH R E COORD. ' ` COORDI ` NATE RE. REFER; ...... ._...... ..:_..:. ......... --�----:. ..... .'.. ....::... .......:. . ........ ......._. .....::-- ---�---- ... ..�... MINIMIZE `INTERFEREN E OF TO :.......: < .------ ..:...... ......... -------- ..------ :.:...... C CONSTRUCTION' WITH ON OIN G G BUSINE SS. CONTRACTOR 'T 0 : A BATEMEN T OF DANGEROUS$ ILDI U NG C.M.U. _ CONC CONTA T OW RETE MASONRY UNIT ME HANI A C NER A` MINIMUM OF SEVEN DAYS REF. REFRI ERA C C L/ELECTRICAL M PRIOR T0 COMMEN iN ' G TOR E ENGINEERS INC. C G DEMOUTION TO , ` ` S HEDU .. C LE WORK. ` P. ` B , CPT. ` CARP ENGINEER ' O. OX 5740 ET RM. ROOM OCCUPANCY CLASSIFIC I AT ON. , BUSINESS _B ABOVE GRADE AVON COLORADO :81620 R.O. ROUGH' = , CWT. ` OPENING `CER AMIC `WA LL TI LE STORAGE S 2 BELOW GRADE • ���I 3. CONTRACTOR SHALL KEEP P _ ' REMISES FREE FROM ACCU MULATION OF WASTE MATERIALS' CONT T : BRIAN BO AC . WYER 970 949 6000 D .W. DISHWAS HER S.F. S UAR E FEEf � ) Q A .�... .....:�:. ...-- :- ND DEBRIS. R M ; E OVE PROTE 0 CTI NS AT 0 P : C M LEfION OF W ' ORK. PR0 - MPTLY REPAIR DA A M GES EA. EAC H . . ... ...... ......... ......,.. ---..... .. . :..... ......... SIM. SIMILAR .._...... .....:... ......,.. ..---�--- --...---- ----.... --�------ .....:... ......... ......:.. .......:. CAUSED TO ADJA E C NT FACILITIES BY' DEMOLITIO N AND OR CONSTRU T 0 ' C I N WORK AT NO T COS � . ` CONTRA T R C O R.A. NEL SON OCCUPANCY SEPARATI 2 HOU PART ONS RE UIRED R E R ELEC. ELE TRI Q . N SHIP C C , S.S. : STAINLESS STEEL T0' THE'HOS PITAL. 51 EAGLE RO ELEV. ELEVAT ION AD#2 STD. 'STANDA RD ' - P. O:DRAWER 540 �, 0 . A R HITE C T , , C S , _ _ E . E UAL 4. DO NO S Q Q T CALE' DRAWWGS. 'TYPICAL A ' . S USED IN THESE DOCU STDS. STAND R "AVON COLO b0 816 0 MENTS SHALL MEAN A DS _ . RA 2 THAT AC ESSORY US . � THE CONDITION IS HE SAME OR' C E AREAS. NONE T REPRESENTATIVE FOR ALL I . S MILAR CONDITIONS E UIP.' UNLESS Q E UIPMENT _ , _.. Q STRUCT.`" ,S CONTACT 970 7 TRUCTURE , 48 7656 ( ) : , . . ' ,� . OTHERWIS � , 2 � g�: E NOTED. 'DETAI 30 ake Street it 1 � ' LS ARE USUALLY KEYED AND 0 , . Su e 00 �- N TED- 'TYPI A C L ONLY ONCE WHEN `EX . T EXTERIO � R S USP ` . D n r "SUSPENDED e ve Denver CO 80205 '303 86 THEY FIRST- 0 I . 1.8555 CCUR AND 'ARE R P E RESENTATIV E OF ALL>SIMILAR OND � C ITIONS THROUGHOUT , . EXIST. EXISTIN G INCIDENTAL USE A REAS. lYP. 1YP NON UN S � ) ICAL E LE S OTHERWISE N0 TED. - F.D. FLO : .: OR DRAIN • 0225 Main S r t n TREAT. t ee U it C101 TREATMENT V il � a Edwards' C0 8 63 ` A. I � 1 2 970.926.8960 G GAUGE 5. THE CON R U.C. U T ACTOR SHALL MAINTAIN THE EXI I NDER COUNTER ABIN ST NG STRUCTURAL AND C ET - FIREPROOFING � CONSTRU TION lYP : INTEGRIlY THROU HOUT THE C E G ENTIRE' PROJECT AREA. PROV GALV. `GA V TYPE V ' IDE ELE L ANIZED B CTROLYSIS`PR T 0 ECTION U.C.L UNDER ABIN C ET LIGHT BETWEEN ALL DISSI LAR MI MEfALS WHERE THEY:-0C CUR. ALL EXIST ING STRUCTURE TO ,. REMAIN. GYP. BD. G YPSUM BOARD U.N.O. ` UNLESS`NOT ED OTHERWISE • . ��� ;G.C. GENERAL CONTRACT OR : V.I.F. VERI FY IN FIELD ALLOWABLE BUILDIN . G AREA 9 000 S UARE FEET ; 6. T , Q ALLOWED HE OWNER: SHA LL BE ONT CT D C A E IN REGARDS T0 ANY SA V L AGEABLE MATERIAL OR HGT. HEIG T • • H `PER FLOOR. : M-E VCT. VINYL En meers Inc. COMPOSITION TILE ' 200% SPRINKLER INCR EASE E UIPMENT. ` ANY `SA , Q LVAGEABLE ITEMS NOT 'TO B R 9 E EUSED :OR WANTED BY OWNER SHALL 'H.M 27 P.O. BOX 5740' . HOLLOW 000 S UARE FEET 'PER F METAL Q LOOR ADJUSTED ALLOW BE OME PROP � ABLE C ERTY OF THE CONTRA TO . C R W` WITH � AVON COLORADO 8 1620 HR. HOUR WB. WOOD BA E � S 970.949.60 0 7. CONTRACTOR SH P 0 ALL ROVIDE ADE UATE BLO KI Q C NG IN WALLS T0 RE I CE VE ALL A TTAC H ED INSU L. IN SULATION WD. WOOD E UIPMENT PLUMBING FIXTUR S • ` Q E MILLWORK CASEWORK Ef , C. NOTE. ALL fRA , MING OR ' � � * ACTUAL BUILDIN A • G REA • ' GROUND FLOOR. 9 67 7 GSF ON EAL TYPICA� ABBR C C ED BLO KIN H EVIATIONS. M Y C G S ALL BE 18 A A NOT BE G UGE SHEET METAL. FAC LI USED W THE DRAWINGS: , I TY TO BE JCAHO " COMPLIANT � _ , : p . , ER FLOOR. SECOND FL00 R. 9 141 ;GSF JCAHO LIFE SAFEfY U , G IDELINES SUPERSEDE IB AN C D LOCAL JURISDI TION C S AUTHO I R TY SO , _ THIRD FL00 . R. 9'197 GSF NO° X � E CEPTIONS FOR'NON COMBU T S IBLE WOOD BLO CKING WILL BE ALLOW ED. : 1 : , 3 : - ABBREVI ATI N o.o O S P ARTI I PANT C S 8. PROVIDE SEALANT ARO N _ o.o - U D ALL PLUMBING FIXTURES W HERE T HEY ABUT ADJA EN C T ACTUAL TENANT AREA: SURFACE. 21 338 NSF , 12 5 b00R IDENTIFIER � ' 9. CONTRA TOR S ` � C HALL PATCH REPAIR AND PAI O NT WALLS L F OOR A D CEILI G AS , N RE UIRED , _ Q SHEET SHE ET NAME � . ' RE1/. R ` DEl"AIL IDEN EV. REY. R TIFIER TOTAL- BUILD G REV. EV. IN AREA. �, < � � � ° FOLLOWING DEMOLITION `OF _ 28 015 GSF ` � � � EXISTING `PARTITIONS AND E , XISTING FINISHES. OFFICE ` ; , N EW R00 M � 1 , _....�.. .____._.____......._ __----- : . ; . : ,-�-- ; : 10. AN Y MISCELLANEOUS ITEMS OR MATERIALS NOT P 000 . . S ECIFICALLY NOTED - A�.i . . BUT RE UI RED FOR Q . JDENTIFIER ARCHITECTURAL . 0 . . � REMODEL AREA. : . _ 2 384 SF � , . � THE PRO PER EXECUTION OR 'INSTALLATIO .- N OR PERFORMAN E 0 T C F HE WORK ` SHALL BE � : : , , . 2 . . P. A0.0 GENERAL INFO RMATION P R V _._._.. .__.... __..: �.`�-----' '----- : ; 0 IDED BY THE CONTRA TOR. 1"H - • C E CONTRACTOR SHALLL` PE F R ORM H G i H UALITY Q , : : JNTERIO ' A0.1 SPECIFICATIONS : ; , R ' pROFESSIO A ' : N L WORK.. M ATERIALS SHA ...... .................. LL `BE JOINED IN A MANNER ..................._..........--------.............----- .,.. ..... ...:.:..- � ----:... ...--.::. .....:._ ..:...... --�------. ........ ......... . .----�.. ........ .....:... T0 PROVID E A UNIFO RM , -�-----�� --�..... ......... , a:, , t 1 D . ETAIL SECT : ION 2 . ` EL A0.2 DOOR AN EVATION D HARDWARE 'S HEDU C LE5 AND NOTES ACCURATE" FIT WITH NEA S 1 . ' ____..�..�....... _----------- : T TRAIGHT tiNES ' FREE OF SM EARS 'OR OV ERLAPS. I , NSTALL , _- --- ALLOWABLE B UILDING HE G T. . IH TUI� 0 STORIES 4 • 0 FEEf AL LOWED IDENTIFIER � : RE . C FERENCE 2 . F 1 O E AR1.0 ACCESSIBLE' PARKING AND R . XPOSED MATERIALS `APPROPRIAT A� OUTE ELY LEVEL' PLUMB AND A A .� 1 T CCURATE ANGLES _0 R FLUSH � . , , . � . ON a E STORY 20 FEET WITH P . S RINKLER WCREASE < . O WITH ADJ01 I � . N N G MATER IALS . 2 : _ ; AR1.1 FIRST FLOOR I ` F . L FE SA ETY PLAN , �,, THREE ST ____._.._..._._..�_.. .._Y....._._.. ; ORIES 0' ._..�....:._.... 6 FEET:ADJUS -- ---: - TED ALLOWABLE . � A � � . WINDOW ID ENTIFIER . Q' A1.0 FIRST F 0 . 2 : L OR DEMOLITION AND NEW CONSTRUCTION P LAN O . O . , � 11. WH R P ...-�-----.......---------------------�---....--------..............................-----�--_..---�---... ......... ........- -�------ -----�----........---...---.. ......... _...._;:} ....'.--- . .----..: ..:.:.. .. ...::--- ..::.::.. E E LUMBI G FIX ... - ... .�-�--.. ....:.... N TURES PIPING MEDICAL AS G ES ELECTRICAL FIXTURE . - , S MECHANI AL O , . C . , , ° BY . � OWNER A 0 7. INTERIOR ELEVATIO - 2 . -. NS � . SC TT MI HA . O C EL E UIPMENT OR ANY -____...�._.___---___: `�.�_.. __.__ ___...._�..._.__� Q OTHER E UIPMENT IS REMOV . Q ED 'ALL PIPING AND 0 , R CONDUITS THAT � . . � • , ,.: , , . : , A .0 . 8 INTERIOR DETAILS 1 ACTUAL BUILDING HEIGHT. . . - . _ _ . _ NEVIN KEY NOTE T ' � AG FRONT. THREE S . 'ARE ABANDONED :SHALL 'B P TORIES 43 4 TO PEAK 3 9 9 TO PARAPEf E CAP ED OFF BELOW`THE F LOOR INSIDE`WALLS 0 ' � . * R ABOVE * � O . A9.0 FIRST FLO F ; OR RE LECTED CEILING PLAN AND NOTES , �� 2 _ . CEILINGS AS APPROPRIA . : TE _ REAR. FOUR STO �.. _..�.. �-.- : RIES 61 1 --�-�--- ----- < 2 2 . 0 985 / . 1 ; < ` WALL TYPE TAG' � . n MECHANICAL �.,� 4- DIMENSI ON LIN E ...:.: .. ..................._.......----............_ ---�--- ......... i � ....:.... .....::.. .:.:..... ... .... .. ..----- 12. CONTRACTOR SHALL VISIT TH ------- --...---- ��---�--- .. .----- ----- - �---�---� �---- -----. ._...... E SITE AND BECOME COMP '�." LETELY FA I M LIAR WITH ALL � . M0.0 ` MECHANICAL NOTES • �` '� _ ` � : ♦ T �......._..�..... _ __: _ ..�.:�_... ' EXIS ING" ONDITIO : - C NS PRIOR TO S B U MITfIN PRI �4 2 G CES AND STA T . - 3/ / R ING WORK. ' :THE C N 0 TRA TOR CI"'�4' C I . . _ . � M0.1 ' ME HANI A G . � PAR I - C C L LE END AND SCHEDU LE A K NG RE UIREMEN : 21 338 150 : Q TS. 143 SHALL NOTIFY T HE ARCHITECT OF , � ANY CONDITIONS OR DISCR . EPANCIES ADVERSELY AFFECTIN G TYPICAL SYMBOL.DE I N : S G ATIONS. 2 : MT:O MECHANI AL FLOOR . C P LAN ; , THE DESIGN INSTALLATI . -__ _ _ .__��..�----....-:�..--__..�..:..._....._::�.:_._.__.�.�.._��:W __.W.Y.:._. : ON PRIOR T0 0 PR CEEDIN WIT G H THE WO : RK INCLUDING `CONFLI H N - - - . CTS A DI AP RE UIRE 5 IBC ' . . C MENTS. MAY NOT BE` US Q ED IN TH D � E RAWINGS. �� ) . _ _ M2.0 MECHANICAL DETAILS : WIT ......_..............:...�--------.....---��-----...----....------........----.._....................---��--- ...;::.:: :..:...: : NOT VALID WI H0 H MECHANICA .._:::.: T UT ORIGINAL L DUCTS STRUC TURE PIPING CONDUIT`'RUNS MECHA , NICAL UNITS LIGHT � � , . ...----- � �-----: ...:...- -----. ...-----: ......... ....... .. .....--- .:....:..--------...>.........-----�-��---.... , . . . . . . . . . . . . . . . . . . . .. .E . . : . . _ : _ `SIGNATUR A , . _ E ND DATE < FIXTUR S 1 PLUMBIN G E CEIL NG FEATUR S 0 . E F FLOOR BE LOW FIRE SP RINKLERS l . L NES OR HEADS ET C. ._._..... ..�_._____._ ._�.__.. __._._ . � , � ) . ; --�----------:. ; , WHEfH . ER EXISTIN 'OR POA PLU I : . _ _ _ G NEW. MB NG :NOTES : :_ • �. SURFAC : . � �� 1►� 4 ACTUAL SP ACES. E 21 : P 1 ` P : : 0. LUMBING SCHEDULE AND LEGEND . -...._ _.___.__._.. _-.:v�.---W.:�:.:.�.____. ------�----- :.........._._� _-------- ------�--$--------- 13. GENERAL CONTRACT SYM B . : OR TO PROTECT AND CLEAN OLS > ANY EXIST N I G SURFACES WITHI TOV COMMENTS` 15NOV1 N SCOPE . 0 1 0.0 ' GARAGE. . 7 3 7 . 2 P1.Q PLUMBING NEW 'WORK : DE N . MO A D ISOMETRI C � . � ..----�--------.......................................----�------................................._.......---�------........---�--.................................._--------------------- �� ---�--- �--�-��----�--------------- ---------....:.. ....-------------......:.¢ OF :WOR , ....:._. .---�---------.._::....:..................... K THAT ARE TO REMAIN. . : , . . : OWNER CHAN E 14 . G MAR11 2 . . . � i : E CTRICNL SURFACE. 3 GA A : R GE. 2 A TUAL' HAN __.._._...__.__.� `' C DICAP SPA E _.. _____.._.�..._ ��._..._ � _. C S. .._._._ .._�.. . ..�.� .._ _�:.� � , , : �" , ; : E0:0 ELECTRICAL SYMBOLS & LEGEND . : - 14. :CONTRACTOR SHALL NOT IFY AR HITE T , - ( C C OF ANY DIS CREPAN IES C BETWEEN A RCHITE TU C RAL _______. ._._.... ____.�.:_ .�.:_.._ ^__. � : , ----- _._._ _ -_r--------�----- , � AN - , : D ENGINEERING -DRAWIN S S I °E0:1 E�ECTRI AL ONE I . . G PEC FICATIONS 0 , C L NE DIAGRAM R EXISTIN " , , G CONDITIONS. i . � . : , ; ; FIRE 'P 0 R TECTION. _. FULLY SPRINKLERED : ' E0.2 ELECTRICAL` SCHEDULES 2 . __. __-_ __._` �__�.� _.___ .�:1._ .�..W: . ; 5, � --------: ------.-_- :-- 1 ONTRACTOR TO CAREFULLY REVI W:` E AND ASS SS E THE VARIO US SLAB C � . � . ONDITIONS AND _ - 0 : . , ; E1. ELECTRI AL FLOOR P . G 1 C LAN THER� l 3 IS N0 RE UIRE E 0 M NT F R A -PERFORM ANCE AND PAY Q MENT BOND. . . �_ .___.._ ______ __ __.___ �._ " %q . _ .._..�.:.__.__----.._..�::.^.._...___.:.��:�_�..:::...�a__...__:-__---. ' '�....... -.��.�__ ._�..��__�_____��� C� COORDINATE FL00 R PATCHIN AND' A , -�---- . , < G DDITIONAL PREPARATION W ITH ' FINISH TO BE INS . . � TALLED : � , _ . l� , _ G 2 AN AI A CONTRA CT WIL B . , , L E THE FORM 0 = . Q F AGREEMENT WI _ TH THE OWN ER. E1:1 ELECTRI A ' S I . . � C L PECIF CATIONS I . � . � i , . � PROJECT DESCR REFER. TO A IPTION. 0.1 FOR SPE IFIC T C A ION GUIDELI E '� N S. . . --,-- _ . REMODEL' OF F . . �� 0 FICE SUIT E INTO OPEN 3 � PHYSICAL TH � ERAPY SUI . G 3 RE UIRE D INSURAN CE OVE E. TE � . � Q C RAG . . / . _ E1.2 , � : ELECTRI A ' � C � SPECIFICATION . 1 S __� �_W. ..._._.._.__._...__.._._..-- ----�:...:___. . � ...__..._------ ----•---__:_--_ , -_�: - ' �._........W.�__.---- ._ , : � , - ---- � --�- . . . � � � _ ' A 2 MILLiON ` E G NERAL AGGREGATE GENERAL I . . � L ABILITY WITH � 1 MILLION PER'OC URR N ) C E C E . . �` E1.3 � `` 16. CONTRA TOR ELECTR A '. . � C TO SCHEDULE A IC L SPECIFICATIONS CHALK WALK W T I H THE ARC IT H ECT AND 0 WNER T0 . � ....-----...----�---......................................---.......:.-------.......---......................_....._......_ ......`. , �, .......:. ::....... ..-----.- -..----. _....... ....---- ... ..:.:,` ---.:... . ------: ...:::..: � � ....._. ......... � � B 2 MIL LION GENERAL AG A � : � � GREG TE EXCESS LIABILITY PER 0 . CCURRENCE. ) . : 0 a � C NFIRM` WALL LAYO UT. ONTRA TO C C R TO S HEDUL C E AN< ELE < . . � CTRICAL EiOX WALK W E2.0 ITH THE LIGHTING PLAN 2: . 0 ST c� C N RUCTION . € RATING 1 � � _ . � - _:.____�._._.._. _��.:...�_` .�..:.. ___:� �:- , � G 4 TH ERE WI L L NOT BE LI UIDATED DAM - - --� �-- ----- ------------ - ° AGES' FOR COMPLETIN WOR ' O Q G K N SCHEDU -E �E. ARCHITECT AN �1 . : D OWNER. CONTR ACTOR 0 SC T HEDULE A F N I AL PUN H C WALK WIT ' H TH E E2.1 LIGHTING P ; _ e , IAN 2 _ . � ; G 5 THERE 15 NO A171C STOCK FOR THIS PROJEC . e T. ALL MATERIALS WILL BE N EW AND L :AR _ . � CHITECT AND OWNE R. IF MORE THEN ONE`PUN CH LIST WA LK THRU IS RE UIRED Q , : STRU CTURAL `FRAM • E 0 HR _ . ; . E6.0 ELE TR A , . C IC L DETAICS 2 . . . PROVIDED BY TH _ E OfJT A C R CTOR. 0 °T - -----___----_ __ __ _ -__._��.__-- ---.--___�.�..._.._..::._..:_..._._� ._ ,' _.._:..: --=---------=----- � ' C h RACTOR IS 0 T COMPENSATE FOR' ARCHITE T 5 C EXPENSES. _ D : , ; o: . � G 6 . ►� . COMMERCIAL S. CI . . � E ALISTS OF WESTERN: COLORA DO IS THE PR I OV DER FOR THE FIR E o INCLUDIN 0 � . . _ � G C LUMNS , . � . ALA RM. : : . . 17 ..:::: ...------ --.:_:.:. ..::..... . ......- ':.:::...- �-�----- --:.:.:.. : - - � . THE PRESEN CE OF THE A : RCHITE T OR R _._..- ------- ......... ....---:. .....--- -----�-- -----�--- .:. �. C EPRESENTATIVE ON THE ..._.. ...---:.. ---...-------------------_ ':...:.:.. • . • �, JOB SITE `DOES NOT - : � ¢ GIRDERS AN D TRUSSES . . �� G 7 I � W NDOW TR EATMENTS ARE BY OWNER. . IMPLY CONCU ) . � RRENCE OR APPROVAL OF TH : � E WORK. THE 'CONTRACT OR SHALL CALL SPE F CI IC ---- ----____. ' : .�______. ._.�:.... � ...�_ : : .��. _.____:��___.._ �.. G-8 , ----¢ : INTERIOR SIGNAGE IS` BY OWNER. , . . . ITEMS'IN WRITIN T0 T .._ . . `��� : G HE ATTENTION F : : ,�., 0 THE ARCHIT ECT T0 OBTAIN THE AR CHITECT S G-9 OT HER TH N � ; : : E TH E M EP BOUND SPEC I IF CATIONS THER E ARE NOT ANY . : OTHER , , . . . APPROVAL. NO H : ; C ANGES TO TH N E CO TRACT CA N BE MAD E WITHOUT THE'OWNER S CONTACT ` SPE IFI C CATIONS T .. : . ; : HEN WH AT �,RE 1NCLUDED WITH 'THE P BEARING WALLS -- ------ ------------ ---. ._._. _._.._.._.___._._..�_._._.Y:: �_� LANS. -�--- . -�, ' WRI . , : : TTEN APPROVAL. . G-1 - - - : : 0 SECURITY AND 'P HONE CTV DAT I . • A S BY OWN R. E CONTRACTOR TO PROVID i . E CONDUIT ' .:..... .. . ..::.. .:...:_- -------- --:.:---- -.....:.: ...:♦.... ------�- ------ ._....::: --------- -�---��- ---�----- _:.:.:.: ..:----- ----,... .......--� ------ - EXTERIOR ........ .....::- 0 HR , , , 1 : AND - : : BOXES: . _ E . , _ : - - : : il ` 18. TH E CONTRA T DO UM ...___ . :....::. ......... .......:: ._.:.... .::...... .. _.._... .....:..: ..:...::. .. .....:. .::...:_ .....:..: ......:_ _.._._._ .. .._... ..:._.:.. ...:...:. .:_..:_ Va C C ENTS ARE T HE RESPONSIBILITY OF AL :---,-��� �.-,-'�� L TRADES IN T HEIR EN I _ T R EIY. : G 11 G ENERAL C N . , 0 TRACTO R TO SUPPLY DUMP STER. -WORK I : � ; D SRUPTING ADJACENT AR . . WHERE RE U EAS TO INTERIOR 0 HR ' � , , IREMENTS ARE S ` HOWN` IN ONE: S , ; Q ECTION OF THE SPECIFI A ..�___�..___ .__�_..�._.. ._._._._.._._ __. ._.� C TIONS OR DRAWINGS ' _ ' ---�------------- . ---- . B E SCHEDULED <DU RING NO BUS . ----�-- . N INESS HOURS � 8AMT05P M AFTER'A PPROVED BY " ' BUT NOT ANO H � � _ s . : T ER `THE CONTRA TOR 'OR' SU : : C B ONTRA TO � C C R IS NOT RELIEVED FR0 , M PROVIDING WM c. . . - I . . 11 : . Va . e `COMPLETELY' FINISH D` . , : . E AND PROP ERLY FUNCTIONI NG SYSTEMS: G=13 E U • : : : y IPMENT JS ' FU R N I H ._.__. : _._._---- ._.__.__.. --=-�-- : , , Q S ED AND INSTALLED BY OTHERS : S � _ _�. CHEDULING OF DELIVERY- A �.. ND , . NONB -�------- . . . EARING WALLS AND . • PARTITIONS , , � : : '1NST _ `. � . . ALLATIO NTO BEC OORDINATED WITH CON : : TRACTOR. .....---.._:.._........._ :......�. ....:.::. ...:-�-�- ....::::: .....:. _: ..: . _._ ...:.::.. ......::: ::.:---- ---�---:. ....:..:... ....:_ :..:.::.:.............._;.:.. ------:::......:.....------�---------:..----. .:::--- 19. ALL' WOR K UNDER THIS ` � CONTRACT T0 BE W'STRI T : : C ACCORDAN I CE WITH REGULATIONS _ . M i 1 : ed a G 1 EXTERIOR : c 4 BLO KIN F C G OR PLEXI DISPLAYS AR 0 . . E BY CONTRA TO C R OWNER T P 0 ROVIDE MOUNTWG , . . : F0 • I . . < R CONTRA 0 S'` CT R PERFORMING WO RK AT TH E -HOSPITAL AS ' -------- --- - � , FOLLOWS. BRAC KETS.` � � : . & , , , �. : . . W A. PROVIDE: OWNER WIT ' TERIOR . . ,: H LIST OF ALL SUBCONTRA T 0 C ORS ONT C C A TS AND TELEPHONE` � _ . . G . 15 PAPER TOWE , L AND SOAP DISPENSERS ARE FUR NISHED AND INSTALLED BY. O . WNER , . : � : n r NUMBERS. _� . Ce te . a . s ` : BLOCKI NG BY CO NTRACTOR. ' �-- . � B: CONSTRUCTION HOURS " . -- - - a - , ARE 7.00 AM TO 5.00 PM MONDAY THROU H FRI � G DAY; UNLE SS " � < : OTH R S E WI E APPROVED BY THE DWNER W : ITH AT'LEAST 48 HOURS ADVAN E' N , C OTICE. F LOOR CONSTRUCTION 0 HR . : .-�� . CO ` . ._.... , C NTRACTOR IS RESPONSIBLE FO R BAGGING ALL SMOKE DETE CTORS AND 1 S RESPO NSIBLE INCLUDIN SUP � , G PORTING `BEAMS ; : ` `FOR ANY COSTS IN U � --=-: .:.:..:-- ---�----:....--------..:... ......:.. :::.:.... .::.::..: . ....::.. .....--�• -----�--- ....::::. .....:�:. C RRED FROM D --------� -�------ ------... AMAGE TO ALARMS `DUE TO D ..----. ....:..:. .......-----------..4-....... ..--�---- UST OR ANY OTHER ,, � - ; ; CONSTRUCTIO , : ; N ACTIVITY. : . HOWARD HEAD A ' D.` NY ND JOISTS ) A WORK ON T HE FIRE PROTE T ` � C ION SYSTEM 0 R FIRE ALA RM SYSTEM MUST BE COORDINATED THROU H 6 ' : G THE OWNER AND LOCAL`FI RE DEPARTM N E T. SPORTS MED1 INE : o.o D RAW I NG INDEX C E.' CONTRA TOR SH C ALL NOT' SHUT OFF OR PUT OUT OF. SERVICE ANY SYS TEM' SERVICES � ' ROOF CONSTRU TION WITHOUT FIRST COORDINATING WITH THE OWNER AT LEAST 72 HOURS IN ADVANCE. C 0 `HR F. : ONT CENTER C RACTOR SHALL COORDINATE ALL W INCCU I - ELDING VENTING AND ;T M D NG SUPPORTWG BEAMS ' ` ` � , I ES OF DEMOLITION AND � CONSTRU TI0 .. .. C N WITH TH OW m E NER AND CONCURRENT 0 UP CC ANCY OF THE BUIL ! ` D NG. AND JOISTS ) • • ' US Bank Buil in s :` d 9 `' 20. DIMENSIONS OF AN D FROM EXISTING CONDITIO S ' • N HAVE BEEN TAKEN F R�M EXIST ING B IDDIN GN OTES � � SITE L ATI Sute C101 ` DRAWINGS AN D OR FIELD M o.o OC O �.� � EASUREMENTS T �-- . HE CONTRA T / C OR SHA LL FIELD `VERIFY AL L * . : w SHAFTS 1-2 HR , DIMENSIONS PERTAI IN N G T0 -EXISTIN ' G CONDITIONS PRIOR TO TH ' E START OF ONSTR C UCTION. � ` � C e . D � � � 108 South Fron ta e Road _ IN LUDW EL C G EVATOR . ( ) 9 21. . . NOTIFY ARCHITE T:OF ANY DI C SCREPANCIES UN OVER D ' C E BY; DEMOLITION OR IF EXISTING � Vaii Colorad 1 2 , 0 8 657 1 M 3 CONDITIONS PREVENT Y AR 2011 . LA OUT FROM-PROVIDING P P RO ER CL RA EA NCES. FIR T FL . S OOR PE F W SCO O ORK : E IT * X STAIR ENCLOSURES ' : . 2 HR WEST VAIL 22. CONTRACTOR TO REPAIR ANY ' � MAW VAIL EXIT `� DAMAGE FROM REMOVIN G EXISTING FINISH ES OR WALLS TO < � NORTH � ; �� , . �� ��� . � ,. .,. ,�I . - - - ' - - - L . �.�: , , r _ _ : INSURE THAT SURFACE IS SM . � OOTH AND PREPPED FO P . 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N ..:�.�. � � . .. .. . :. .. . . �. . . . . �....: . �..�� �..� . ��'.. .�..� �� � ::. r ` - � ,, 7 : � , � 9 2 ' 10. . � GENERAL NOTE S � SCOPE OF W ORK `. o.o B ILDIN U G CODE INF R O MATION o.o . �/� - � o.o . o.o CINITY MAP NTS DPA Pro . :1 . 0 1 ect 0909 00.0 00 � � � � � � � � � �� COPYRIGHT207�-�AVISPARTNERSHIP,P.C.- � tatNtKAL Kt(,tU1KtMtN 1 S VonGrete f oppengs: GypSU117 B01Cd ASSeI'11b1ieS� ■ 3ummaty of Work: Provide self-leveling underlayments complying with the requirements of ASTM C94 over existing bas�siab so as to provide a smooth and leve!surface to receive finished flooring Gypsum Walibo8rd: ASTM G 36, in thickness indic2�ted,with m�nufacturer's standard edges. , The work consists of interior renovation of multi le tenant office s ace into one h sical thera suite. materials. Remove dirt,loase materiai,oil,grease,paint or other contaminants from existing concrete stab leaving a cfean surface to receive topping slab. Repair all cracks in existing � p p p Y Py Regular Type, and Type X where required for flre-resist�nce-rated assemblies.Water resistant. Contractor's Use of Premises concrete floor slab to minimize telegraphing.Prime existing floors in accordance with he requirements of the manufacturer.Trowe(floor ta produce a finished surface free of trowel Moisture Resistant Non-Rated BoBrd:ASTM C 630 in thickness indicated. Re ular T e and'C e X where re uired for fire-resistance-rated assemblies. � marks, uniform in texture and appearance and aehieving the following tolerances when#es#ed in accordance with ASTM E 1155. Manufacturer:Ardex,Inc. ' � yp yp Q � �■ • � During constructian,Contractor shall have limited use of space indicated. Contractor's use of premises is limited only by Owner's right to perform work or employ other Accessories: contractors on portions of project. � Accessories for Interior Installatic�n: Cornerbead, edge trim, and cantrol joints complying with AS7M C 1047,formed from steel sheet zinc coated by hat-dip � ■ Contract Modification Procedures: U on the Owner's a roval of a ro osa!from the Contracfor,submitted either in res nse to a Pro osal Re uest issued b the Architect or Interior Arehiteetural Woodwork. �� P PP P P PQ P Q Y process or ralled zinc.Apply appropriate acaustica) and water resistant sealants at all penetrations and joints. _ as a request for change from the Contractor,the Architect will issue a Change Order on AIA Document G701,for all changes to the Contract Sum or Contract Time. Submit Shop Drawings and Samples specified. Submittaf to include fastening/assembly methods,all joinery details per AWI 400-G-10 AWt standa�tis, locations,dimensicros, Fi i hi li : I rd nc with GA- 4�Level finis unless otherwise in i ted• Level 1 finish for con ealed areas unless a finishes ahd rou h in for MEP devices. Dimensions on sho drawin s#a match dimension o�nt of architecturai drawin s n s ng Gypsum Board Assemb es n acco a e 29 , 4 h, d ca , c ' r� � . � Payment Pracedures: g ' , „ � � p n � • higher level of finish is required for fire-resistance-r�ted assemblies; and Level 2 finish where panefs form substrates for tile. Submit a Schedule of Values which breaks down the Contract Sum into at least one line item for each technical S ecification Headin . Correlate the Schedule of Values with C�uality Standard: Architectural Woodwork fnstitute s Architectural Woodwork Quality Standards. Flush overlay.WIC Constructian Style: Style A, Frameless.WIC Door and „ P g Drawer Front S le:Flush overla Extend gypsum board 6 above finished ceilings at�on-rated walts, Exterior waUs to be skim coated to meet level A�finish. All round comer beads to be ■ . � ■r the Contractor's Construction Schedule. ty y' removed and replace with square co�`ner beads. All new corner beads for be square. Submit 3 notorized cr�pies of each Application far Payment on AIA Document G702/703,in accordance with the schedule established in the Agreement. ��Pg between doors/drawers t�be equal and orthogonaL For the Application submitted at 5ubstantial Completion,submit partial releases of liens from each subcontractor ar supplier fior whom amounts were requisitioned on fhe Materiafs Hardboard: AHA A935.4 ACOU$tICaI P111@I C@II111gS� previous payment Medium-Densiry Fiberboard; ANSI A208.2 Submit Product Data and Material Samples. � ,�.�V� Coordination: Particleboard: ANSi A208.1, Grade M-2 Acoustical Panel Ceilings: Comply with ASTM E 1264 for Class A materials, as determined by testing identic�i products per Progress meetings will be held a#Prajec#site every two(2)weeks. Owner,Architect,Contractor and each subcontractor c�r other entity concerned with curren#progress or Hardwood Ptywood and Face Veneers: NPVA HP-1 ASTM E 84. p irnolved with planning or coordination of future activitles,shall attend. Minutes of each mee#ing will be prepared by Contractor and distributed to all parties present. Contractor High-Pressure Laminate Grade: Grade 51-General Purpase(HGS,nvminal thickness 0.050"/1.2mm). Ceiling Suspension Systems: PA I�T� �R�H I P ta provide progress schedule at each OAC meeting indicating project work for tf�e ne�ct three weeks. Grain Direction: Paraltel to c�binet fron#s, Direct-hung suspension system,with intermediate-duty structural classification according ta ASTM C 635. .r Submittal Procedures: Edge Treatment: PVC edges if match available for counter lamiria#e: refer to drawings and cut on cabinet surf�ces. Size attachment devices for 5 times the desi n load indicated in ASTM G 635 Table 1 Qirect Hun unless otherwise indicated.ce A R C H I T E C S Caordinate submittat re aration wifh construction schedule,fabrication lead-times,other submittals and activities that re uire se uential o erations. Ad'ustable Shelvin Shelf standards K&V 255NV Brackets: K&V 256NP with melamine shelves,len th of wall indicated,six shelves hi h. g ' ' g' p p q q � � g' g g Zino-coated carbon-steel wire hangers, braces, and ties complying with ASTM A 641 (ASTIt�t A 641 M), Class 1 zinc coating,soft temper. No extensian of Contract Time will be authorized due to failure to transmit submittals in time to permit processing sufficiently in advance of when materials are required in the Countertops:Plastic Lamin�te by Wilsonart Laminate or equal..048"thick. Installation: � Work, Architect to have seven working days to procees sutamittals, unless agreed to lay Architect. No product may be substituted or assumed as equal;al!deviations from Cabinet Interiors: White Melamine;unless noted otherwise , „ „ 2301 Blake Street,Suite 100 s ecified roducts must be fiormall submitted in writin for a roval b Architect and Clwner;written a roval issued via AIA documents, Cost for re lacin and work disfurbed pp' CtSCA s Ceiling Systems Ha�tdbook. Denver� p p y 9 pp y pp p 9 Contact Adhesive: Provide Lamina#e manufacturer recommendation for the a licafion. Denver,CO 80205 303.861.8555 Plastic laminate to be a lied to all ex osed surfaces untess otherwise noted. Caulk at! oints where casework meets wall. Seam fill all oints at underside of u er cabinets. CISCA's"Recommendations for Direct-Hung Acoustical Ti{e and Lay-in Panel Ceilings." by installation ofi unapproved substitution by Contractor. PP� p 1 1 � PP Prepare submittals by placing a permanent label on each for identification. Provide label to record review and approval markings and action taken. Include the following Casework to be installed IeveL Underside of upper cabinets to be installed at filler pieces,comers,and panels. ASTM C 636, "Standard for Ceiling Suspension System installations." vai� 0225 Main Street, Unit C101 information on the IabeL• U.B.C. Standard 47-18. (Edwards, CO 81632 970.926.8960 Project Name C�bitlefi Hal'dWBt'@ and ACC@SSOI'IeS: Aif grid to be Armstrong 15/16"prelude xi exposed tee system;white. Da#e Hinges: Blum 70650Q F5 FO with Mounting PJafie 175H7100 . Name and Address of Contractor Pulls: 4"Brushed Wire pulfs. Ives by Schlage, Na 137 US32D. C�rpgt: Drawer guides: Accuride Medium Duty3832 easy glide slide with zinc finish. 125 degree opening. Submit Product Data and Cr�lor Sam M-E Engineers,Inc. Name and Address of Subcontractor and Supplier ples. Title of A ro riate Technical S ecifica#ion Headin Locks:Disc Tumbter Cylinder Cam Locks. National Cam Locks. Prep floar as required and instal!a self-levelin com ound see Concrete To in 51ab section above to rovide a flat and(evel finished surFace. pp P P 9 9 P � PP 9 ) P P.O. BOX 5740 Exposed Hardware Finishes: For exposed hardware,pravid�finish that complies with BHMA A156.a8;provide BHMA 61 g/US 15,BHMA 626/US 26D, BHMA 625/US 26, ar Installer Qualifications: En a e an ex erienced Installer who is certified b the�laor Coverin Installation Board FCIB or who can demonstrate com liance with�CIB Product Data: 5ubmit(3)three copies and mark each copy to show applicable choices and options. '� 9 p y � � � p AVON, COLORADO 81620 BHMA63�/US 32D;unless noted otherwise. certification ro ram re uirements. 970.949.6000 Shop Drawinqs: P 9 Q Furring,Blocking,Shims and Hanging Strips:MetaLor fire retardant treated only. No combustible materiaf may be used. Carpet that have flame-spread and smoke-developed ratings af 25 or less and 450 ar less,respectively,when tested accflrding ta ASTM E 84. Compty with CRf 104, Submit newly prepared information drawn to scale. Contractor to indicate devfatipns from Contract Documents,including any addenda or change to the scppe of the Interior Wood Trim' Section 6,"5ite Conditions° original scope of work. Do not reproduce Contract Documents or copy standard information. Submit 1 reproducible print and 1 btue-or black-line print on sheets at least 8-1/2 , o ' b 11 inches but no lar er than 30 b 42 inches. Architect will r�tum the re roducible rint. Contractor to absorb all costs associat�d with c rrection of substituted roduct if 7rim. 6/o moisture content,warp free; stain grade maple. Nail and screw size and type appropriate. At completion of project,deliver to Owner full-width carpet equal ta 5 percent af each rype and color carpet instalted,packaged with protective covering for storage, y g y p p Q p lnstallation: Mitre all joints; no cracks ar rough surFaces. Provide carpet as scheduled on the Drawings. deviation from�ontract bpcuments nat brought to Owner's and Architect's attention. Comply with CRI 104,Section,"pirect Glue-Down." Samples: Submit(3)three sample finishes as specified and identical with the material proposed. Where varia#ions are inherent in the material,submit at least(3)three units JOltlt S@8I1t7tS' that show limits of the variations. Provide shop drawings for the following items:Doors and Frames, Door Hardware,Casework,Casework Mardware,Casework Finishes, su�m►t��odu�t pata ana coio�sampies. Resilient Wa11 Base and Accessories: i�aint, Acoustical Ceiling Tiles and Grid,and Sheet Vinyl. Include p�oduct name or name of the manufacturer. Architect will review each submittaf,mark as appropriate to Compatibility: Provide joint sealants,joint fillers,and other related materiafs that are compatibfe wi#h one another and with joint substrates under service and application indicate action taken,and retum copies less one retained. Submit Product Data and Color Samples, conditions. Temporary Facilities and Controls: At completion of project, deliver to�wr�er at least 10 linear fieet for each 50Q linear feet or fraction thereof, of each type and color of resilienfi wall base Latex Sealant: At perimeter of door fram�s,plumbing fixtures and casework ta waAs(recess b�ad so that ctear silicone bead can be applied on top}.Pecora AC-20 one part installed. Standards: Comply with NFPA 241,"Standard or Safeguarding Construction, Alterations,and pemalition Operations;ANSI A10 Series standards for"Safety Requirements for ��y�ic latex caulk or equaL Construction and Demolition";and NECA Electrical Design Library's'Temporary Electrical Facilities" Electrical service shatl be in accordance with NEMA NEGA and UL Elastometric Sealant: Comply with ASTM C 920. Provide resilient rubber wall base and accessories as scheduled on drawings A0.3. standards and regulations for temporary electric service. Install service in compliance with NFPA?0. Ac lic 5ealant: One- art, non-sa ,sotvent-release-curin ac lic te al mer sealant com t in wifh AAMA 808.3 or FS TT-S-00230,or both,with ca abifl when tested er Apply resilient rubber wa11 base to walls in 80 feet lengths, columns, pitasters, casewark, and other permanent fixtures in ro0ms or areas where base is ry p 9 g � � y p y g p ry' p required. Form wall base camerS from straight pieces. Install reducer strips at edges of flooring at dissimilar materiats and exposed concrete floors. Roppe Tempora►v UUlities AS7M C 719,to withstand plus or minus 12.5 percent ehange in joint width existing at time of applicafion without failing. Use of the Owner's existing sanitary facilities wiH be permitted,sa long as facilities are cleaned and maintained in a condition acceptabte to the Owner. At Substantial Acrylic-Emulsion Sealant: One-part,non-sag,mildew-resistant,paintable,acrylic-emulsian sealant complying with ASTM C 834. No. 177 Tile-C�rpet Jointer between tile and carpet. Roppe No. 168 reducer at VCT ta sheet vinyf transi#ion. Completion,restore these facilities to the condition prevalent at the time af initial use. Siiicone-Emulsion Sealanfi At cap strip of integral sheet vinyt floor and adjacent surfac�. Product complying with ASTM C 834 and,except for weight I�s�measured per 'r Temporary Controls: ASTM C 792,with ASTM C 920,th�t accommodates joint movement of not more than 25 percent in both extension and compressian for a totat of 50 percent. Dow Coming '�j�g• Q� CO� Maintain existing fire protection until modified system of fire-protection is in place. 790 Silicone 6uilding Sealant or equaL � t(i � Provide tem ora bamcades,warnin si ns,and li hts to rotect the ublic and construction ersonnel from construction hazards. Acoustical Sealant: Non-sag,paintable,non-staining,latex sealant camplying with ASTM C 834. Flpor Tile,wall tile&pattem per sheet A10.Q and A7 series.. � 'Q4 p �'Y 9 9 9 P P p Provide epoxy floor tile grout. Hydroment na.425 acrylic latex grout or equaf at walls. ��C' Q Product Requirements: Acaustical Sealant for Concealed Joints. Non-drying,non-hardening,non-skinning, non-staining,gunnable,synthetic rubber sealant recommended for sealing interior Setting Materials: Hydroment"S+ngle-Flex 916"latex modified dryset mortar and waterproof rnembrane by Bostik Findley. Uj O concealed joints to reduce transmission of airbome sound. SCOTT MICHAEL The Owner and Architect may consider substituGons of specified materials which provide a savings in Cantract Sum ar�d/or Time. The Contract 5um and Time savings sfiall be Existing floar fo be prepped to insure flush,smooth floor. Float floor with cansistent slape to floar drains where required. Exterior, provide compressive filler strip between new sidewalks and existing sidewalks,and between new foundation wall and new/old sidewalks. NEVIN ident�ed at time of submittaL The r�quest for substitution shall be submitted in r�asonabie and timely manner for review,as not to delay construction. Substitution submittals 7k � shall include product information,test data,samples(if appticable),delivery time,and cost information. If deemed acceptable by the Owner and Architect,the substitution P1lttfltl : 2�29�5 submi#ed may be used by the Contractor. Acceptance of the substitution by the Owner and Arehitect does not relieve the Cantractor of responsibility in perFormance or HOIIOW Me�81 DOOI'S 8nd FI'8t11eS. g � �y" Submit Product Data a�d Door Schedule. Submit Product Data and prepared Colar Samples. � workmanship in reiation ta the substitution. The required warranties af any item of construction shall not be modified by substitutions. � Examination and Pre aration: Interior poor Frames: Provide units with mitered or coped and continuously welded comers formed frorrt 0.0478-inch thick,cold-rolled steel for apenings 48 inches or less in At completion oF project, deliver to�wner a 1-gal. (3.8-L)contait�er, properly labeled and sealed, �f each color and type of finish coat p8int used an Project. p width and from 0.0598-inch steel for openings more than 48 inches in width. Far rated doors and pairs of doors only provide"heavy duty"knock down hallow metal frames at Paint: Manufacturer's fiirst-line quality paint material of the various eoating types as specified and as indicated on the finish plan. � A� 1�y°tv Examine substrates and conditlons for com pliance with manufacturer's written r e quire ments includin g,but not limit ed ta,surfa ce s tha t are sou n d,l ev el a n d p l u m b;s u b s t r a t e s I i r' r' in i n r r f e re r ion environmenta t an d su bstrate con di#ions ro duct mixin an d a tica tion. / within installatian folerances;surFaces that are smoath,ctean and free of deleterious substances;and application canditions within environmental limits, Do not proceed with all other standard door frames. Provide one floor clip per jamb,4 metal stud anchors per jamb. Gomp y w t h paint manu facture s w itten struct o s fo su ac p pa afi , ,p g, pp installation until unsatisfactory conditions have been corrected. Prepare substrates and adjoining surfaces according to manufap cturer's written instructions. P�pare doors and frames ta receive mortised and conceated hardware according t�o SDI 107. Interior Paint Schedule: NOT VALIQ WITHOUT ORIGINAL Comply with NAAMMs Metal Finishes Manual forAr�hitec#ure and Metal Produ�ts #or recommendations relative ta applying finishes. GYpsum Bo�rd: SIGNATURE AND DATE Cuttinq and Patching: Factory prime all surFaces(oven dry primer one mil min6mumj. All dbor frames ta be painted. ' Wet Ipcations: 1 coat B2$W200 Pr4 Mar 2Q0 Latex wall primer, 1.1 mils dry film thickness, _ • . � o„ . � Befare cutting/patching existing surFaces,examine surfaces to be cut and patched and conditions under which cufting and patching is to be performed.Take corrective action 2 c o a t s B 6 2 W 2 s e ri e s/B 6 Q V 2 7 0 C a t a l y S t t i l e e t a d,�4 m i l s p e r c o a t. before proceed'rng if unsafe conditions are encountered.Protect existing cc�nstruction during cutting and patching to prevent damage.Temporarily caver openings when not in WOOd DpOPS' Non-Wet tocations: 1 coat B28W400 Pro M2r 400 Latex wall primer,2 mils dry film thickness. TOV CQMMENTS 15NOV1 Q 1 use. Patch with durable seams that are as invisible as possible. Inspect and test patched ar�as ta demonstrate integrity of the instaltation.Do not cut structural members without Submit Product Data and door schedule. 2 coats B9 Health Spec. Eq Sh�l, 1.5 mils dry fifm thickness per coat. prior written�pproval of Architect and Structural Engineer. For pa#ching provid�materials whose installed performance will equal or surpass that of existing materials. For Source limitations:Obtain flush wood doors through one saurce from a single manufacturer. HM Fr�mes: 1 coat 650Z series Kem Kromik Univ�rsal Metai Primer,3 mils dry film thickness per coat. exposed surfaces,provide ar finish materials to visually match existing adjacent surFaces to the fuNest extent possible. Quailty Standard:Comply with WDIVIA I.S.1A-04. 2 coats 810 Health SpeC semi-gloss, 1.5 mils dry film thickness per coat. Installation: Factory Finish: Provide toast on mapte factory finished doors. Comply with WDMA finish requirements. Finish:Wf�MA TR-6 catatyzed polyurethane. Staining:As select�d Wood Doors: Factory Finished -Stained and Sealed Comply with manufacturer's written instruCtions for installatipn. Anchor each product securely in place,accurately located and aligned. Clean exposed surfaces and protect from manufacturer standard colors or custom color in accordance with he approved sample to mateh existing. �actory finished doors to be insfall�d just prior to substantial Manufacturer. Sherwin Williams or equa! from damage. ff applicabte,prepare surfaces for field finishing. completion. Doors with signiflcant graining deviatians from approved sample to be retumed/replaced prior to instaltation. Finaf Cleaning: Examination: Examine doors before hanging. Reject doors with defects prior to hanging. Proceed with instal)ation only after unsatisfactory canditions have been corrected. Clean each surface or item as follows before requesting inspeetion for certification of Substantiaf Completion: Installation: Instatl doors per the manufacturers written instnactions. Align all doors for uniform cl�arance at each edge.Restore factory finish before instalfatian if fitting or Toilet Aeeessories: " Remove labels that are not permanent. machining is required at project site.Adjust all doors td swing and operate freely. Submittals: Clean transparent mate�ials,including mirrors. Remove excess glazing compounds. Warranty: Provide fulf lifetime manufacturers warranty for Interior parkicle board core doors. 5ubmit: Praduct data for each toilet accessory item specified,including constructian details relative to materials,dimensions,gages,profiles,maunting method,specified Replace chipped or broken glass. Manufacturer. Marshfield Door Systems options,and finishes. Clean exposed finishes td a dust free condition,free of stains,films and foreign substances. Schedule indicati�g types,quantities,sizes and installation locations(by room)for each toilet a�cessory item to be prpvided for i�roject. Mounting height to be verified �eave concrete floors broom clean. ACCeSS DOOt'S atld P117eIS' with Owner priorto installation. V�cuum carpeted surfaces and wax resilient flooring. Manufacturer: American Specialties, lnc.or equal. Owner to�pprove subs#itution priar ta shop drawing submittal. Pravide satin finish. Submit Product Data. Paint ot match adjacent surface, F'roducts: Archi#ectural Mechanical and Electric�l Punchlist: Steel Sheet: AS7M A 366 commercial-quality,cold-rolled steef sheet with baked-on,rust-inhibitive primer. �� � Provide Architect with a re- ur�ch list of items et to be com leted rior to re uest for ins ection. Architect to schedule unch list based on com letion of installation of all Waste Reeeptacle: No.Q459 • - � • u. •� P P Y P P q p P P Trimless, Fiush Access Doors for Gypsum Board. Units eonsisting of frame,concealed edge trim,door, hardw�re,and complying with the following require►nents: Gtab Bars: Heary duty 18 gauge grab bars;concealed with set screws; Safin Finish straight GA3-TR series&L shaped. 1-1/2 inches diameter by 36 inches(ang behind finishes and after final cleaning. Frame: 0.0598-inch thick steel sheet. Closeout Submittals: Door: 0.047-inch thick steel sheet. toifet; 1-1/2 inches diameter by 42 inches long to side of toifet;and provide 18"by 1-9/2"vertical bar per ANSf requirements. Seat Cover Dispenser: No.6477 Record Drawings: Maintain a set of Contract Drawings as Recard Drawings. Mark to show installation that varies from the Work as originally shown. Concealed, Gypsum Board Edge Trim: 0.0299-inch zinc-coated or galvanized-steel sheet with face flange formed to receive joint compound. Toilet Tissue Dispenser. recessed twin hide a roll;tVo.Q031. Operation and Maintenance Data: Organize data into 3-ring binders,with pocket folders for folded sheet information. Hinge: Concealed spring pin or continuous type. Installation: ���� Locks: Screwdriver-operated cam. Secure mirrors to walls in concealed,tamperproof manner with special fingers,toggte balts,ar screws. Set units plumb,levet and square at locativns indicated, y. Closeout Procedures: according to manufacturer's instructions for type of substrate involved. Request Substantial Completion inspection once the following are complete: Door Hardware: Install grab bars to withstand a downward load of at least 25Q Ib.,complying with ASTM F 446. ��lg�V Acivise Owner of pending insurance changeover requirements. Warranty: 5 year repair or replacement of defective campanents. Lifetime warranty for replacing sagging levers and cylinder housing. a� Submit Record prawings, Maintenance Manuals,Warranties and similar record information. Submit Hardware Schedule. For fire-rated openings, provide hardware tested and{isted by UL or�M(IVFPA$0). pn panic exit devices,provide UL or FM labe(indicating M������ Deliver spare parts,extra stock and similar items. °Fire Exit Hardware" All hardware shatl be ADA compliant Et1CI Of Sp@CI�ICatlOt'1S Complete startup testing of systems. Door Hardware: As indicated in the Hardware Schedule an the Drawings.Non-removable hinge pins for exterior and public interior exposure. Remove temporary facilities and controls. Cylinders with 6-pin tumblers. Lead lined doors shall receive lead shielded hardware. ����(�� Comple#e frnal cleanup. Finishes: Fiefer ta A0.2 �✓ ��� Touch up,repair,replace and restore marred,exposed finishes. Keying: Provid�4 change keys per loek,provide 6 masters. Obtain final inspections from authorities having jurisdiction. Obtain certificate of occupancy. �i{aZing: I'7 WARC� H EAL� Upon receipt of a request for final inspection,Architect will proceed with inspection and advise the Contractor of unfitled requirements. Submit Product Data and Samples.Comply with written instructions of glass product manufacturers;FGMAs"Glazing ManuaP;and publications of AAMA, LSGA,and SIGMA. � Arrange for each installer of equipment that requires operation and maintenance to provide instruction to Owners personneL Warranty: 10 years. ° Warranties; Interiqr poor tites: 1/4"Tempered Glass. s P O RTS �G Q'C'N G Submit written warranties to the Architect prior to the date certified for Substantial Comptetion. If the Architect's Certificat�of Substantial Completion designates a Mirrors: Provide beveled edge mirrnrs at width specified. commencement date for warrarities other than the date of 5ubstantiat Completion for the Work,or as a designated portion of the Work,submit written warranties upon request of the Architect. Metal Framing and Supports: ���V�p �� � • G�NTE R When the Contract Documents require the Contractor,or the Contractor and a subcontractor,supplier or manufacturer to execute a special warranfy,prepare a written Steel framing components for suspended and furred ceilings complying with ASTM C 645 and ASTM C 754. ���`/�' ��i document that contains appropnate ferms and identification,ready for execution by the required parties. Submit a draft#o the Owner,through the Architect,for approval prior to Wire Ties: ASTM A 641 (ASTM A 641 M),Ciass 1 zinc caating,soft#emper,0.062-inch thick. �� �� �� US Qatlk Blll�dltlg finai execution. Hangers: Wire,ASTM A 641 (AS7M A 641 M),Class 1 zinc coating,soft temper,Q.162-inch diameter. � ��°����� � ����� SU�t@ C�Q� At Final Completion compile(2)two copies of each required warranty properly executed by the Cantractor,or by the Contractor, Subcontractor, Supplier ar Manufiacturer. Carrying Channels: Cold-rolled steef,2 inches. �t�:�� Organize the warranty documents into an orderly sequence based on each technical 5pecification Neading. Furring Channels: 7J8-inch deep,cold-rolled channels. �pP � �°� Request inspection for certification of final acceptance and finally payment,once the following are complete: Steel framing for partitions complying with ASTM C 645. � � .__ �I OS SOUtI1 FP�Clt2g@ RQc'�d Studs and Runners: In de #h indicated and 0.0979-inch#hick, unless otherwise indicated. � 1����}�'m�°�° Submit final payment request with releases of iiens and supporting documentation. P ��q �,�,�� Val�, Colorado 81657 Include insurance certificates. Rigid Hat-Shaped Furring Channels: In depth indicated and 0.0179-inch thick, unisss atherwise indicated. �-� Submit consent of surety to final payment. Furring Brackets: Adjustabls serrated-arm type fabricated from corrosion-resistant steel sheet O.Q329-inch thick. �°-�� � " On completion of re-inspectian,Architect will prepare a certificate of final acceptance. If the Work is incomplete,Architect will advise Contractor of the Work that is incompiete or Provide double 16 gauge studs at each door jamb;sxtend to structure above. Provide 2a gauge studs at 16"O.C.behind casework;provide 25 gauge studs at 16"D.C. obiigations that have nat yet been fulfilled. e(sewhere;unless UL assembly requires different gauge. ����� �. •� W h e r e n e w p a rt i t i o n s a d j o i n e x i s t i n g c a n s t r u c t i o n,t h e n e w f i n i s h e d f a c e s h a l l a l i g n w i t h h e e x i s t i n g fi n i s h e d f a c e u n l e s s n o t e d o t h e r wi s e. Selective Demolition: � Sheet Title: Unless otherwise indicated,demolished materials become Contractor's property. Comply with EPA regulations and disposal reguiations of authorities having ju�isdicfiian. Conduct demofition withou#disrupting Owner's occupation af the building. Items indicated to be removed and salvaged remain the Owner's properly. Remove,clean and pack or crate items to protect against damage. Identify contents of container and deliver to Owners designated storage area. J�P E C I F I CAT I O N S All light switches,telephone,electrical,data outlets,efc. indicated ta be removed or relocated shall be completety removed. Patch and appty finish i�dicated. A cover plate will not be acceptable. Submit schedule indicating proposed sequence of operations for selective demolition work to Clwner's Representative fior review prior to start of work. include coordination for shutoff,capping and continuation of utility services as required,together vvith details for dust and naise control protecfion. Provide detailed sequence of demolition and remqval work to ensure uninterrup#ed progress of Owner's on site operations. Conduct demolition work in manner that will minimize need for disruption af Owner's normat operations. Maintaitt and protecf existing utilities to remain in service before proceeding with demolition,providing bypass connections to other parts of#he building. Locate,identify,shut PECfT11�/Bld Set 30 June 2010 off,disconnect,and cap off utility services to be demolished. Protect remaining walls,ceilings,floors,and exposed finishes. Erect and maintain dustproof partitions. Cover and ShE;@t N11t71bel": protect remaining fumiture,fumishings,and equipment. Promptly patch and repair holes and damaged surfaces of building caused by demolition. Restore exposed finishes of patched areas and extend finish restoration into remaining adjoining construction. Promptly remove demolished materials from pwner's property and legally dispose af them. $ � N . � . � . . . . . . . . . � � � � � � � � � � . . � . . � � . . � . � � . � . � � . � . � � . .� � 7 . . . . . . . . . . . C. � � � . . . � . . . � DPA Project: 10909.00.000 INTERI R 0 FINI HES GENER S AL N TES O D R AND FR - 00 AME S HED LE : C U � � �`. � � r DOOR ' FRA ME � � : , � � � 1. ALL FINISH' SAM PL ES TO - BE SUBMITT D S(Z E E TO ARCHITECT FOR APPROV HARDWARE AL PRIOR TO ORDERIN . ' G CONTRA TOR T0 C VERIFY AVAILABILITY AND F .� sTOCK I R E OF MATERIALS % AND A LLOW ENOUGH :TIME T 0 RECEIVED GOODS FOR IN TA S LLATION TO OCCUR AT RE U IRED TIMES. ` ■ Q . ■ : . OPENIN� RO:O M � TYPE WD HGT THK TYPE ` RATING SET NO N�TES ■ . :. : , „ , „ ,, 100 CORRIDOR - - -- ' D2 3 0 7 0 1 3 - 4 F1 A 2. CONTRACTOR SHALL PATCH AND REPAIR EXISITNG -WALLS FLOORS A D � ■ N CEILINGS AS RE UIRED FO . LLOWING DEMOLITION OF EXI , Q STI N PARTIT G IONS ■' � �� , ,� „ . :102 CHANGE - - -- A D1 ` 3 0 7 0 1 3 4 ND EXISTIN : FI i F1 B G N SHES. PAT HE C D AREAS SHALL BE INVISIBLE. : � ■ , „ � „ ,. ■ �' _ _ � 1 STAFF -- ■ 03 _ ` D1 3 7 0 1 3 � 4 F1 A � „ � ,, �� 3. _ _ : _ WHERE N EW PARTITIONS ADJ - OIN EXISTI NG BUILDING PARTITIONS TH MANAGER E NEW PARTITION FINISH S A 104 D1 3 0 7 0 1 3 H LL ALIGN WITH EXISTING FINIS 4 ' F1 ' A , H. FINISHED � S , ,, � �, ,, URFACES OF NEW WORK MEETING EXI STING CONSTRU TION OF `SIM C I LAR MATERIALS I N TH E SAM E PLANE' SHALL B E FLUSH WIT H NO' VISIB LE _ _ 106 TREATMENT -- D1 3 7 0 1 3 4 F1 : C JOINT SHOWING. WHEN • � EVER EXI STING' FINISH MATERIA AND 0 L R SURFACES MUST BE :CUT < OR <OPENED. REPAIR `AND REST . ,, � ORE SO 'THAT THE � , , �, 107' T LEf : - - -- D1 0 7 0 1; 3 4 ,FINISHED PATCH IS INVISIBLE AND MATCHES ADJOINING ORIGINAL WOR 3 1 ; B ` : DAVI S . K IN EVERY WAY. �, ,� » . 109 ' OFFICE = - - -- ' D1 : 0 7 0 1 3 4 : . F1 . A 4. . PART E R HI WHERE P CONSTRUCTION HAS N S DISRUPTED THE EXISTING WALLS FLOORS CEILINGS ETC. THE FOLLOWING SHAL , L OCCUR. � , 2 ,HARDWA R N TES ` O HARDWAR ` E R P G S A. WHERE WALLS HAVE BEEN REPAIR D OU E AND PATCHED THE ENTIRE W A R H I T ALL IS T0 BE 'REPAINTED S0 C E C T THAT THE PAT , CH lS INVISIBLE S � ACROSS TH E ENTIRE WALL SURFA . CE - Grou A TA2714 4 1 2 4 P # X 1 2 ` . � � _ � , ,, : B. . 3 HINGES . _ M . WHER E WALL B US3 C ASE HAS 2D BEEN REPAI RED AND H D' - PATC E NEW -BASE TO MATCH EXIS TIN SHALL' INFI � G LL 2 6 IN EITHER DIR T . , EC ION ' ND53PD' RHE} 2301 BI k a e Street Swt 1 � ,� _ 1: ALL WELD ED FRA ES ,. e 00 M WITHIN TH E WORK R D nv r A EA T0 BE PAINTED. 1 OFFI E 'LO e e C CKSET - _ >SC ' OF THE' PA 626 TCH AND REPAIR 5 0 LINEAR FEET TOTAL T 0 MAKE 1 HE 'PATCH 'INVI WS407CCV Denver CO 80205 ' 3 S I B LE. ( 03.861:8555 � , � - 1 WALL BUMPER US 32D IV : C. W HERE FLO OR HAS BEEN ;R P E AIRED AND PAT HED ` NEW SR64 X C CARPET VCT VINYL SEAM LESS FLOORIN AN G D OR TILE T0, MAT H ' � � , C / _ _ : 2. 3 DOOR SIL HOLLOW M ENCERS , ,� ETAL FRA M ES TO M , EET SDI STEEL DOOR 1NSTITUTE „ ` : IV 0225 Main Street Urnt 1 � C 01 _ � , ' EXI - STIN SHA 18. G LL INFt I L 3 0 IN' ANY DIRE TI Vail C ON OF THE PATCH AND REPAIR' 9 0 S UAR E ` FEEf TOTAL T0 MAKE THE P Q AT H C � - - _ _ ) RE UIREMENTS Q INCLUDING SDI 105 91 AND SDI 100 91. Edwards` CO 81632 970 I .926.8960 , � INVISI BLE. Grou B TA2714 4 1 2 4 X 1 P # 2 3 HINGES � � 26D MC D. WHER WD10S RH0 ' E CEILING 'HAS BEEN REPAIRED AND PA TCHED `NEW CEILING RID AC G OUSTICAL CEILING TILE AND OR GYPSUM BOARD TO _ � � � � 1 PA SA INTER S GE LOCKSET 3. IOR WOOD D OORS TO BE 5 PLY M ARSHFIELD OORS , , D SC � :U S32D ' , : �, _ _ ; W 7 C S40CV �,_ •. MATCH EXISTIN «i�. . .�� G SHALL INFILL 2 0 IN ANY DIRE TION OF T C HE PATCH AND REPAIR 4 0 S UARE FE T ET OTAL ' TO MAKE TH "_` � Q E 1 WALL BUMPER ) DOORS T O BE FLUS H DESI N G 1 3 4 THICK SEAMLESS FA E IV C , US32D ' P ATCH INVISIBLE. IF CEILING GRID AND ' OR TILES ARE TO BE REP � , SR64 X LACED THEY SHALL BE REPLAC 3 DOOR ED IN WHOLE INCREMEN SILENCERS , TS SO � AND EDGE CONST , RUCTION. I V AS T0 MAKE THE P ' AT H INVIS C IBLE. WHERE YPSUM B A M-E En meers lnc. G 0 RD CEILINGS ARE PAT HED A C ND REPAIRED :THE ENTIRE EI C UN IS T � G 0 ou 9 , Gr C ` :TA2714 4 1 2 X 4 1 „ P # 2 BE R P.O.BoX 57 EPAINT D 40 E S0 THAT THE PAT CH IS INVISIBLE ACROSS 'TH ' � � E ENTIRE CEILING PLANE. � 3 HINGES 4., DO�R -ASSEMBLIE I MC . S N INTERIOR PARTIT 26D IONS ARE 6 FROM 'ND40S RHO 10=025 'AVON COLORADO 81620 _ � 1 P IV R ACY LOCKSET FINISHED F `SC " ACE OF ADJACENT P 626 ARTITION T0 THE ED E OF' THE 5. ALL VER TICAL DIM ENSIONS G SHOWN TO FLOOR AR ' � : 4 E TO BE FINISHED F 9 0 9 9.6000 LOOR UNLESS- NOTED OTH R 'WS407CCV , E WISE. WHERE FINISH IS T0' BE CARPEf , 1 WALL BUMPER DOOR LEAF ' IV UNLESS NOTED OTH <US32D VERTICAL DIMEN SION IS TO SLAB. ERWISE. SR64 X 3 DOOR SILENCERS IV 5: . 6. WH ERE EXIS TING WORK IS TO REMAIN AND BE REP D P HINGES T0 BE HEAVY DUTY, ,LOW USE DO ORS CAN BE AINTE ATCH AND R P E AIR AS RE UIRED SO THA Q T ALL PATCHED AREAS AR , E INVISIBLE. ' MEDIUM DUIY. PROV IDE BA L L BEARIN TY N EW WORK THAT ADJ OINS EXISTING SURFA �� G PE , CES ,SHA ' . F » LL BE LUSH TRUE PLUMB AND OR IN SAME PLA � �, NE AS THE 'EXISTING WORK , , AND` FINISHED � 4-1 2 x4- - 1 2 3 ' PER L F ,. , EA FOR D00 RS 7 0 HIGH_AND T 0 BLEND AND' MATCH IN TEX TURE AND FINISH WIT J � � H AD ACENT SURFACES. FLOAT P , » ` ATCHES: AND JOINTS A MINI U M M OF 24 WIDE T0 BLEND LESS` 4 PER - AND FINISH IN VISIBLY. : , LEAF FOR DOORS OV ER 8: 0 HIGH. HINGES _ T0 BE BRUS HED CHROME WITH F LAT BUTfO N TIPS :AND � NON-REMO A V BLE PINS AT EXTER 7. fOR DOORS. CONTRACTOR SHA LL TAKE CARE T0 PRO TECT ALL NEWLY INSTALLED M T A ERIALS AND FINISHES UNTIL W ORK IS FORMALLY ACCEPTED BY TH E � ARCHITECT-AND OWNER. ` DAMAG D I E TEMS OR `FINISHES ARE T0 B E REPAIRED OR `REPLACED AS RE UIRED BY _ THE RCHIT , Q A ECT. 6. , - � ALL HARDWARE T 0 BE LEVER TYPE AD A COMPLIANT. , 8. ALL 'FL00 R TRANSITIO NS T0 OCCUR AT TH E CENTERLINE OF THE b00R: UN LESS OTHERWISE NOTED. F 00 L R TRANSITION STRIPS SHALL `BE 7. _ SUBMITfED TO ALL HARDWARE T 0 HAVE US 32D 26D 626 OR 689 ARCHITECT FOR" 0 � , C LOR SELE T C ION. FLOOR TRANSITIONS R _ EQUIRED AT ALL CHANGES IN FLOOR MATERIA . LS ; a ' FINISH. _ . - 9. _ A LL VERTICAL SU RFA ES T0 C BE PL2 UNLESS NO TED OTHER WISE. ALL COUNTERT OPS BACK AND SIDE "SPLAS HES TO BE PL1. _ . _ , ..._, _: 10. . CUBI . /� CLE CURTAINS TO MOUNT TO S URFACE MOUNTED ANODIZ ED ALUMINUM TRA K ENE C G RAL CUBIBLE COMPANY OR UA E L. CURTAINS TO H , Q AVE F C „ ,, „ O 20 OF 1 2 M ESH WITH BOTfO 0 . � M F CURTAIN AT 12 AFF 120 o O % FULLNESS WITH ROMM G ETS EVERY SIX INCHES. :PROV D � , I E AMOUNT AND � � SPACING 0 F CARRIERS WITH M ANUFACTUR R E S STANDARDS. � Q' O � O: 11. ALL W00 D DOORS T0 BE RED OAK PLAIN SLI CED WITH CLEAR FINISH. � , SCOTT MICHAEL LEGEND �� » NEV IN * 12. 7k AL L WOOD TRIM AND' S _ I LLS 'TO MATCH DOOR FINISH. ' RIFY D VE EPTH < OF W ALL AND'WIDT H OF JAMB EXTEND _ 1 FRO M FACE OF WALL AND : 2 � : P 20298 AST JAMB ON EAC rJ H SIDE. _ � - _ i - AL ALUMINUM IV IVES , � _ _ � GL GIASS ` LC , LC N 3/14/2 � - R� � ' HM HOLLOW METAL _: A L0 LOCKNEfI S C ' MIN - MINUTE - MC- M KI C NNEY PT - PAI NT - PE PEMKO `- NOT VALID 'WITHOUT ORIGINA L _ STL .- ST - ; , EEL R0 RO KW C OOD > SIGNATURE AND 'DATE . T - TEMPERED = .RX RIXSON - _ - - • � - _ SC - ,SCHLAGE . � . ` 1►� TOV COMMENTS 15NOV10 1 . 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CES , . . . . . . . , . , . . ; . , , -... . . ; : ; ; : , . . ., , ; . ; . : .. :, ... . . . , . , . . , , . � , . : ; ; . ; , ; ; ,: . ; :; ; , . . .. . , . , , . , _ _. .: . . . . . . . , . . , , . , , ,. , . . . ; , ; ; . ,... : : . . . . : ; : . . . ; . . , , , ..... . ; . , , : ; ,..... . . . �' . . . , . ,.. . . . . . . . i . , . , , , : ; ;, :; : ; : : ; ; ; �,, ; : : ; : , , , ; , . ; . ; . ; . , . � ; ; . ; . TO FIRST FLOOR AND ACCESSIBLE . . � . : . : . : . : : : �-.., , : . . .;. - : : : ; . , , , , .. . , , . , . , ; , . . . . . , , .. . . , ,. . . . , : ; - , ; , ; . . , . . ..,...,., . . ,.. .....:..: , . � . . . . . , ,,. ,,, . . , , . . . , � , .. , � - -� i . . , . . .;. ,,..,...,.,,,_ , , , .,,, ; , ,. - . . , . � , , , , . . / . . . ., „ . , ....... ,. • - . i , . , . / , , . , . , .i , _, / , . . , r . . ., . . . , ,, i . , , ; „ ; , C , , , . . , s . . . . , , . , , , , , F . . , , , , . , , . , , . , . , , ' , . i , , , . � , , , , . � . , , . , . , i . . , , , . . , , : . , . , . , , , , , . : . .. , /, , , . . ..., . , , ; , . . . , /. . . . . . , . . , . . . . . , . , . . . , , : , r . ; ; . . . . , i , . . . , i . . , , , . , , . . . , , . .. , . .. . .. . . , ., . ., . . ,. , e . . . , ,. , . . .. . , . . s , . . . . . . . ... ,. . . , . , . . ,„ . , , . .. `� . . . , . . . „ . . .,. . . . . . . . , s .. . . . , . . . .. . . . ROUT T0 TENANT P , . . . . . . , , . . E S ACE . . . , . , , , . . , .. . . . , :: . . , , . ; ,. . , , , i . � . . ., . , , , , , , . , . EXISTING ELEVATQR PROVIDES ACCES . . , , , , , . , . , _ , . , . , . . . . . S , , , , , . , , . _, , . . , . , . ., . , , „ . , , , , , . , . , . , O . . , , . ,. , . . : . : . , , . . , , ; ; , . . , , ., . , : , : , . . , , . , , ,� . . . . . , , . , , . , , . , ; . : :_ , . . : �� .. . . 5 . . . � . / � . . .� . . . . . e . / , r� . . r r , i r . , r .. ... . / � . i . .. . . . r �:: r .. � . ..., i .,i � � ...:.... ........ . . � . . . .. . . . . � . . . . . � ...../.....:....i....ir �. i�. . � . .. � . � . .:. �i. i� '... ' � : . .r �..i..../.....:....'/...... ./..../.....: . i. . � ..'n r ���. � . �.. • r .� .. . �.... . ..' ..: .... ../ r . � . r r .. . . :../. . . ! . i . . � -. �. . r �Y . . . . . .. . -. � . . . . . -: . i i .. . .. �. r j . � . . � : i i.. . r . . . ':. . . . . : r � '.. : i : i� �..i . .. . � . -. - . . . �. . .. ' ... . : . �.. ;. � '.�.. ; . .. ..f: ..�� � � �����- �.. ... ��. . . ..�. - � .. . ..:�� . ,. .......:.... . .. ....... . � . , . . . . . . . , . , , , ' FROM PARKING GARAGE AND . , i , . . . , , . , , , , ; � . . . . . . , ..,.... ;...�....:....:....,..,., • ; ...: . ... . . . . . ; . . . . : . , ; ; , ...:.........:...:,...., ,..;...., . , ; � .. . :................._......................... ...... . . . . , , . , . , . . . ; . . , i , . , , ; _ , . , ' , , ; ; ; ; ; , , . , . . . , . . , . , ; , . , _ „ . . . : ,., ; . . . : : . , , , , : ; , , Q' , i .., . . ; . .....:. . , , . . , . . . ; ; , , , , , , ; . ; . . : : � ...::.:........ .., • . . . . ; , . . , . , ; . . . , . . , , . : : � � , . � °` . f . , . . . ; : : .........:. ..... . , . . , , , . , . . , , . , . _ . , , , . . , . .. . .. .,, , , . O , r . . , . , . , , . . . . . . , , , . . . . , _,. A . , , . . . . , . . , . , , . f. . . . , CCESSIBLE ROUTE T4 TENANT SPAC , . . . , . . _ . . . . E . , , . . . , , ., . . ; . ; , : : ; . ; ; , ; , ; ,,,,, ; , . , ,,,,,,.,,:,:,,,,..,. , : . . : ,,,,,,,�,,,.,,, , : : ; ; : ; ; ; —..-. .. . . . , , . , . . . . , . , , , , � , . , . , , , � . . , . , . LINE OF EXISTING CURB , ,... :............, , .. . . . . , , . . , . , . , , , : ; ; : � ; : € . . . , . . . , , , . , : ; : : € ; : ; . . . . ...:....:.......:.......,. , : : : O ; , ; . y . . : .,.:.:...:....:.......,...,....:....: ..:....., . ; , , . , . . . . ,.....:..... , � . � „ . . . . . . ...... , , , : . , , . .. . . ,,,,.,..:.:.:...::...:...:...:...:...:...;,...............; , , , , , . . . , . r .. . , , , , , . . . � . . . , , , , . ..� . , , . . . , . , . . . , .� . . _ . . . . , . , . . . . , . , . , . , -� . . . �. . . , . . , ....::.. ........ , SCOTT MICHAEL . . . . . .,. , . . , , . _ •, ; . ,.�. ,, . , , . . . , . . . , , . , ; : : :•; • : _ .....:,:,.,. , s € ; : ; s � ; . , . - . .. . . � i : , - � � .........................�� . ,��, , .. , ,���., , , . � . � �. . . � � . . . . ; � . � �. .. � . . . . . . .. . .. . . ,,,,,,,.i , ., ,� �� .� ,. . . . . . : , .. ,. . . _ . . . . ... . . . . . . . _ . . � , , , , . , , ; : , , . . . , • ' � s's , ; , „ , ; ; .,; •, :,.�. �........,.'s....i,..i.,,: ; ; : ; ; , : ; . , .....,,.. .::.:............ . NEVW , . . , . :,.,.,, , , , . ; , r „ ,- , ,„ ,., , . , . E TI R P . . , . , , , , , . . . ; : ; ; : ............. ...:.... ...:....:...;....;....,.,..,. ............., „ .<. .,. , , ,... . , i . : : ; : , ; * . . , , , ,,, „ .,. ,. . :-, : ;; :: , -. * . . . . .,,.. . � :.:. :.......:............ ; ; �. .:...,, :..:.:... :::.:.................. . _ „ ,.......,.. ..,, . ,. ,. . ;, . . .. ..... .......... .. .. .. . .................................... . , :....,. ....:.... ,.,..., ;• .. ..,. ...., ... . ;;;;.. ; ; : , , . ; . . . : ; : : „ , ..� ..,; ,.: ,;.,. , :....... ...< . . .�., . .. ,, , ;: :: - ; . . ' �„ . , , . , : : PAINTED CONCREfE C RB : ; : - ,....: ; . ; ;,, ,;.,<:., , :: .. U , , , , . . ., . ,: : ;,.> , : :: ;; : : . . . .._,..,,,,. . .. . . ; . . , , , . . ,,. , . . . ., , . ,, . .. . . : . , , .. . , . 2 2 �' , ,. . ,. . � 8 . , ., , . 0 9 5 , . . . . . . . . . , ' , , , , , , ,.,. . ,. s, . .. , , . , , , . . ,,, ,, , .�,:. ..,.... ,. ...,. . . . , ; ; , . ;,, n ,, , .,., :: ,,.,.:. : . ;_, , , ; ,,, ;, ; ,- ;; ., „ ,,,; , . . , , , . . � . . NEW ACCESSIBLE PARKW . , G . , ,, , . ,. ., , .,, , , , , � , . . . . ., .., � : , . , ;;. 36 WIDE ACCESSIBLE ROUTE ;,............ : ., ,., , . , ,,. , . . ,.,, ;.; ♦ , , ; , , . , � . . . , , . , . ,. ,.. . . . : , : , ,,. ., — ,. :. ..,, :.. � . . , , / , . . „ . .. . / , ., � , , . ,. _ , , , � , . , , .,. ,, ,. , ,.., ;., . . , , „ ., , � �,� . , . , � ,. � , ., , .. � , , . � , � , „ . , , . , . . . . ::.... . . . ,. , , � . ..,, .. < , , .. . ... . ,. .< . , ,, . , . . . , ROM PARKING GARAGE AND . . ., , . ,. F . , . . . . . . .... . . . . �. ., , J ,,. � . , . .. ,. � O , . . . . , . . .,. . . . . . , , , � :: ;. , , . . . .-. , , 3 .•, , : i . ii£% . � . .�U �� � ..� . . .., .; . . . . .,...., • .. . � . . � � ' :;.� . � , - .:, � ...., . � . ,,, . .. , . . . . � . , . . ,. . . . , ' , . '+. ' . .. . . . . . ; ' � . . .... .. . . ; , ` 3/14/2 . , .. , Ch'�S , / :......................., ;;.............:, ,..., _ . . , .. , ACCESSIBLE PARKIN , .. „ ,. . . . . , . , . : , ,, G • �% .... , , , ;�.., . ...... . , „ � , . ._...., . „ , , .. , - � � � . , . ... . , . .. . . � A „. , . . ,. ........................... ..................., ., , , i .... ,. ., . . . . . , e .. 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' . ;.,.. . . . . . . . . . . . . �: ..: . . /. �� 5 . . . . . O EXISTING C LUMN' . . - � ����. -% _ . ; .... -... : ::.., ; ; % . : : ; %;; , o� . .. . , , `��.. : . . . . , , :,� ; . _ ... >. ,,, , � ; . ; . ; : ; NOT'VAL I f , . .:-, ID WITHOUT OR GINAL . ; , ..,,,, ,,, , ; , : , ; ; ;::, , , , ,, , , ; � , . , , , : : : ;;, , . .,, ,,, , .::.... : . : �i%� � . 7 , : ....... .��� ;,.. , . , : ,, . ; ; . SIGNATURE AND DATE . . ..:.:./..:, _ ;;, � - ;� . . . .: r r : . . 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L�� G . , e�E� : . , , .........., . . , L - . . . . � - - - - , : , . ; . , . � . . ; , ;; , . , , , , . � - . . . � . , . . . . .. : , : . : ; .:: , . . . , . ,. , . . , . , . . . , � . ; ; ;, ; . ; , , . . . , : , . . , : : . . . , ;: , , : ; ; .; , . ; : :: : ; : : : : TR .:.: . EATM ENT . . , . . . 202 . . . . . . 985 . . . ; , .. .. : : .: � . . : . ; ; ;;;;. . . . � : ; .., ., ; . . . . . , , ; , , , ; , . ;;;:: < , . , ; . . , ; .: . . ; , . . : �--... -�-.... : :: : : . : : ; ;,l:: . . . � , . , . . , . . , R S . . . ,. . . . . . . . � TR0 . . . 0 . , . . .. . , . . . , � : , ,. : : : ; � - - � . . : : ; : - - ....... : :: ,,, . . , .; �� ; : : . ; ...::. ...:. . ......: : ,...:.. . . , ; ; ; ; : ; .:: � . . . . : ..,. ..... . ; _ . ; , . . : . . . : : , : : . : . , . . , :; , . ; . .� .: .......... . . . ; , : . . ...., . . , . . , . . , , . . . , .. 1 , . . . 3/ 4/2 . . , , � . . ., � . . , . . . 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Suite C1 1 . , . . � .. . , . : ,. . : 0 . . , . . ,. , ..... .. _...... ;, . ....... ,.......,,,,,,,,:,::::::�- ........_�................... � ......., ..:.:.., ; , . :. . . . . : , . ... : : , < _ . . . , , . , , ; ; . .. . . . , , . . . . . , . : . :: : . ,. , , ; ; . � s , ,. . , : „ .. . . , , . . , . ,. . , , . . . . , . . , . . . .. : . : ., . . ,. ,,, . , . : : ; . . , , . ,,,.; , ; . . . . . . : . . ;; . . . . . . , , , : , , ; , ....... ......... .......: : . . . , ; „ . . . . . . , .. , . , .; -; �.. ; ; • , : i c s3. , ., �: , . �: .i..vt : . �-� • � .. . „ . .. . , r . . : „ - . , ,� , . ... �' ..i..i '..� �, , . , �., .i ..., . . . , , , , .�� .:. . .i � +. . ; , ,. .._ ,... .,. � . .,,..,,.; : . ; . , ; ' � ..,,i,,._: -...: . . , , : ,,. , ' �.i r : . . . . . . . . . : : . : . . : :: : . . .: . . . : . w H , . � a . d :� . e . , . . . r . . .... . . . . . :.. . . ,. ,. .. . . S o � i . . . . . . . s . . . , . , . . . .. � . r . . . � . . 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