The URL can be used to link to this page

Home My WebLink AboutPRJ07-0224 B07-167.pdf ' EXHk4UST SYSTENIS ' i 2. Makeup air that does not decrease the comfart condi- exhaust system. Such systems shall comply �vith this code ' tions af the occupied space. and the International Fire Code. ' S08.2 Cor►�pensating hoadso Manufacturers of cornpensating 510.3 Design and operation. The design and operatian of the ' hoods sha11 pravide a Iabel indicating minimum exhaust flow e�aust system shall be such that flammable contaminants are ! and/or maximum makeup airflow that provides capture and diluted in noncontaminated air to maintain cancentrations in ', containment of the exhaust effluent. the exhaust flow below 25 percent af the cantaminant's Iower ' flammability limit. ' � ��-'�� rpg 510.4 Independent system. Hazardous exhaust systems shall ' FBFi � S(JPPRES�l�Id SYST'EMS beindependentofothertypesofexhaustsystems. Incompatible materials, as defined in the International Fire Cade, shall nat be �d9.1 Where requiresl. Commercial food heat-processing ap- exhausted through the same hazardous exhaust systerii. I-laz- pliances required by Section 507.2. 1 ta have a Type I hood shall ardous exhaust systems sha11 not share comcnon shafts with be provided with an approved automatic fire suppression sys- other duct systems, except where such systems are hazardaus tem complying with the International Building Code and the exhaust systems originating in the same fire area. ' International Fire Code. Contaminated air sha11 not be recirculated to occupied areas ' unless the contaminants have been removed. Air contaminated SE�T'IOt� 510 ' with explosive or flammable vapors, fumes ar dusts; flamma- HAZARDOIJ� EX6i�llS�' �VSTElVIS ble or toxic gases ; or radioactive material shall not be ' 510.Y General. This section shall gavern the design and con- recirculated. struction of duct systems for hazardaus exhaust and shall deter- 510.5 Design. Systems for removal of vapors, gases and smake mine where such systems are required. Hazardous exhaust shall be designed by the constant velocity or equal friction meth- , systems are systems designed to capture and control hazardous ods. Systems conveying particulate matter shall ba designed em- emissions generated from product handling or processes, and ploying the constant velocity method. j convey those emissions to the outdoors. Hazardous emissions , include flamrnable vapors, gases, fumes, mists or dusts, and 510.5.1 Balancing. Systems conveying explosive or ra- volatile or airborne materials pasing a health hazard, such as dioactive materials shall be prebalanced by duct sizing. , toxic or corrosive materials. For the purposes of this section, Other systems shall be balanced by duct sizing with balanc- the heaIth-hazard rating of materials shall be as specified in ing devices, such as dampers. Dampers provided ta balance NFPA 704. air-flow shall be provided with securely fixed mini- , mnm-position blocking devices to prevent restricting ftaw 510.2 Where requea�eei. A hazardous exhaust system shall be below the required volume or velocity. , required wherever operations involving the handling or pro- cessing of hazardous materials, in the absence of such exhaust 510.5.2 Emission control. The design of the system sha11 be , systems and under normal operating conditions, have the po- such that the emissions are confined ta the area in which ' tential to create one af the following conditions: they are generated by air currents, hoods or enclosures and 1 . A flammable vapor, gas, fume, mist or dust is present in shall be exhausted by a duct system to a safe locatian or concentrations exceeding 25 percent of the lower treated by removing contaminants. flammability limit of tha substance for the expected room Si0.5.3 Hoods required. Hoods or enclosures shall he used temperature. where contaminants originate in a limited area of a space. 2. A vapor, gas, fume, mist or dust with a health-hazard rating The design of the hood or enclosure sha11 be such that air of 4 is present in any concentration. currents created by the exhaust systems will capture the con- taminants and transport them directly to the exhaust duct. 3 . A vapor, gas, fume, mist or dust with a health-hazard rating of l , 2 ar 3 is present in cancentrations exceeding 1 per- 510.5.4 Contaminant eapture and dilution. The v�locity ' cent of the median lethal concentration of the substance and circulation of air in wark areas shall be such that con- for acute inhalation toxicity. taminants are captured by an airstrearn at the area where the emissions are generated and canveyed into a prad- [F] 510.2.1 I,umber yards axad woodwarking facilities. uct-conveying duct system, Containinated air from work ar- ' ' Equipment or machinery located inside buildings at lumber eas where hazardous contaminants are generated shall be ' , yards and woodwarking facilities which generates or emits diluted below the thresholds specified in Section 510.2 with ', combustible dust shall be pravided with an approved air that does not contain other hazardous contaminants . dust-coliection and exhaust system installed in conformance with this sectian and the International Fire Code. Equipment 510.5.5 Makeug air. Makeup air shali be provided at a rate and systems that are used to collect, process or convey com- approximately equal to the rate that air is exhausted by the bustible dusts shall be provided with an approved explo- hazardous exhaust system. Makeup-air intakes shall be lo- sion-control system. cated so as to avoid recirculation of contaminated air. [F] 5i0.2.� �ombustibie fiP�ers. Equipment or machinery 510.5.6 Clearances. The minimum clearance between within a building which generates or emits combustible fi- hoods and combustible construction shall be the clearance ' bers shall be provided with an approved dust-collecting and required by the duct system. 44 20031NTERNATIONAL MECNAiVIC�L Cf�t3��3 EXHAl1S`T SY�°TEBflS 510.5.7 ucfs. I3azardous exhaust duct systems shall ex- TABLES, o.s ' tend directly to the exterior of the building and shall not ex- MINIMUM DuCT THICKNESS tend into or through ducts and plenums . MiNiMUnn r�onniNa� rHictct�ess 510.6 Penetraticsns. Penetrations of structural elements by a oianneTeR oF oucT Nonaer�sNe� hazardous exhause system shaIl confarm to Sections 510.6. 1 oR MaxiMUne sioE Nonabrasive Abrasc�ve �brasive thiOUgh � 1 �.(.3 . DIMENSION materials ma4erials enateriats " Exception: Duct penetratians within H-5 occupancies as al- oA2s inch o.034 inch o.04o in�h lowed by the International Building Code. o-s inches �No: 24 Ga e) (No. 22 Ga e} (I�Io. 2o Ga e} 510.6.1 �'laars. Hazardous exhaust systems that penetrate a 0.034 inch 0.040 inch 0.052 inch � flaor/ceiling assembly shall be enclosed in a 4-isinches �No. 22Ga e) (No. 20Ga e) (No. isGa e} fire-resistanee-rated shaft constructed in accordance with 0.040 inch 0.052 inch a.064 inch the InteYnational Buildzng Code. 19-30 inches �o. 20 Ga e) (No. 18 Ga e} (No. 16 Ga e) �10.6.2 �'all ass�ml�lieso FrIazardous exhaust duct systems 0.052 inch o.064 inch 0.079 inch that penetrate fire-resistance-rated wall assemblies shall be Over 3o inches tNo. 18 Ga e} (No. 16 �a e) (No. 14 Ga e} enclosed in fire-resistance-rated construction from the point of penetratian ta the outlet temunal, except where the inte- For s1: 1 inch = 25.4 mm. rior of the duce is equipped with an approved automatic fire suppression system. Ducts shall be enclosed in accordance 510.8.3 Explosion relief. Systems exhausting potentialiy ex- , with the International Building Code requirements for shaft plosive mixtures sha11 be protected with an approved explo- canstruction and such enclosure shali hava a minimum sion relief system or by an appraved explosion grevention fire-resistance- rating of not less than the highest system designed and installed in accordance with I�FI'A 69. fire-resistance-rated wa11 assembly penetrated. � explosion relief system shall be designed to aninimize the 510.6.3 �ire �valis. Ducts shall not penetrate a fire wa11. structural and mechanical damage resulting from an explo- sion or deflagration within the exhaust system. An explosion 510.7 Suppressic�z� requiredo Ducts shall be protected with an prevention system shall be designed to prevent an explosion approved autarnatic fire suppression system instailed in accor- or deflagration from occurring. dance with the Internatianal Building Code. �xcepti�nso TABLE 510.8.2 L An approved automatic fire suppression system shall not CLEARANCE TO COMBUSTI�LE� be TeqUired in dUCtS COnVeyirig mateTialS, fUmeS, miStS TYPE OF EXHAUST OR CLEARANCE TC? Ct�hRBU8716LES and vapOrS that are ri0nflammable and riOriCambUStible TEMPERATURE OF EXHAUST (°� (inches) under all conditions and at any concentrations. Less than 100 1 ' 2. An approved autarnatic fira sugpression system shall not 100-600 1 � ' � be required in ducts where the largast cross-sectional di- ameter of the duct is Iess than 10 inches (254 mm) . Flammable va ors 6 510.8 d2uct constructfono Ducts utilized to convey hazardous For SI: 1 incn = 25.4 mm, Ec = [(EF)- 32�n .s. exhaust shall be constructed af approvad G90 galvanized sheet , steel, with a minimurn nominal thickness as specified in Table �10.9 Supports. Ducts shall be supported at intervals not ex- ' S10.8 . ceeding 10 feet (3048 mm). Supports sha11 be constructed of Nonmetallic ducts utilized in systems exhausting nonflam- nancombustible material. mable corrasive fumes or vapors shall be listed and labeled. Nonmetallic duct shall have a flame spread index of 25 or less SECTION 5� 1 and a smoke-developed index of 50 or less, when tested in ac- DUST, STOCK �NQ REFLl � � cordance with ASTM E 84: Ducts shall be approved for instal- CONVEYING SYS'T�II�S lation in such an exhaust system. 511.1 Dust, stock and refuse conveying �ysternso Dust, stock ' � Where the products being exhausted are detrimental to the and refuse conveying systems shall comply wiCh the provisions duct material, the ducts shall be conskructed of alternative ma- of Section 510 and Sections 511 . 1 . 1 through 511 .2: terials that are compatibla with the exhaust. 511.1.1 Collectors and separators. Cyclone callectars and 510.8.1 I)uct j�ints. Ducts shall be made tight with lap joints separators and associated supports shall be constructed af , having a minimum lap of 1 inch (25 mm}. noncombustible materials and shall be located on the exterior of the building or structure. A collector or separator shall nat � 10.$.2 ' Clearance ta combustibles. Ducts shall have a be located nearer than 10 feet (3048 mm) to cambustible can- clearance to cornbustibles in accardance with Table 510. 8 .2. struction or to an unprotected wall or floor opening, unIess Exhaust gases having temperatures in excess of 600 °F the collector is provided with a metal vent pipe that extends (316 ° C) shall be exhausted to a chimney in accordance with above the highest part of any roof within a distance of 30 feat ' Section 5112. (9144 mm). 2003 iN7ERPIp.T1(3Pdp.L ttAECliAtdICAL CODE� �' _ _ , _ _ � � � , � � I I t� I � I � �� I � �� i�' � g �� f �� t,- i; €: � � � � � � i � ; s � � b � � � � � � � i i i , 'i � , � . � � �! �. � � � � , � �� h �� y� �� _ � � � � � � � � � � � � ,. ;; ;, c „ Y . � { `,��A'L�." ?'_' . �J- � . . . � . . � � � . . `1: � . . . . . . � � . . . � . ., � t,. . ,,,,:,_ � • � .s. f.,,. . . . etl;: �, T. �� . .. . . . ti,, i;,.... "�' . . . ..:. � . �'u.."r` ' � . . .. _,�. L ' � � .,.. ".-. ' � - ._.. . . . . .. . . . . . � . . � . . ' . . � . . .t� -� � � . �-._ . _ � � �' C�rr�rr��r�it� ��v��c�p�t�r�t ��p�rtm��t � � � � ` ��eld��g af�ty ��d ��p��ti�� r�ice� ��'� �; ` � 1��, �, ��ffiE�;a � c � tp.:� a��'iE��( ��t�d`€�g ��d�/I�t�r��#ia��1 �id��i�t ` �� '4€€��ti� �fi �v;�s �. "�h� iss�� r gr��i�g af � p� o�t sh�9} r�at b� cu,�:�tr�e� t� �e � p�rs�°st €�rs �r �rt �ppr��at �fP �r�p v��la�fa� �i �� f t�u �r��as6�� af fia,�� d� �r �f a�y �ther �rd's�� f th� ;u:is�ic::��. �vr:�its �r��arrair�g t� �t�� ttttt�ri t� vi�Cat� ar ��r�cwE th� pr�vf�:c;�� e� tt��a c�� cr �thes �g��ra��c�� f th� ��r�sdicti�r� �h�(i ��t b� ��Ia�. T �;v i�v�t�r�� t � ��rr�it ��scd �� s�r�ctt�r� d��uc�d��s a�d � � � � �thvr ��a ��o;��! ��t �:��r�t t�v ��!:a�=�c� �f�ic's�B ir�m r�qc�ir��g th� � �o�reo�e'r.•l Ci G`i eCi'"' � �' "' '»� < "`$ ;,., "� Cs^vtiLY3°il°Cl�',a` r.�Y$C� CJ��'9�f C!'c�t�m �� ..�Ea: .� �. .�v c�:� .. �.u.:v . , � b�i;dir�� c;s ,��wl i:� � ' � ��°:;� y :`ti� �� r4��cs°dt ��zsp�r��yy �r t�s� �f � �truc�:>r� �°;;i �rv i:� �F��,,u;;u� c# €:si� cu�� or �f �ny ath�r arai��ce� �f �his ju;is�;wli��a. � 1��: �" � s � D . P . A. PROJECT # 06929 . 00 ■ a � o r � v � � � r � � � �� ,� �� .�, '� � � � � � � (�� . � f � ��' � � .. � y� � 6 � � � � �;; t,�. � . � � � � � $ � � � � ': � 7 � � � . . . . � � � . - . Arcn ; t ts � I � � . I; , ; . , � _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ i . ADJ . ADJUSTABLE WSUL. INSULATION APPUGABLE BUILDING CODES : � NOTE: CONTRACTOR TO CdORDINATE STAGING , STORAGE, PARKING , CONSTRUCTION ACCESS AND RELATED ISSUES 2003 INTERNATIONAL BUILDING CODE WITH THE OWNER PRIOR TO COMMENCING WORK . A. F. F. ABOVE FINISH FLOOR KBT. KEY BOARD TRAY AL. ALUMINUM MECH . MECHANICAL I � 2003 INTERNATIONAL PLUMBING CODE - ' � ' � ' • � - � 2003 INTERNATIONAL MECHANICAL CODE I 1 . ERECT AND MAfNTAIN DUST- PROOF PARTITIONS AND CLOSURES AS REQUIRED AND OUT�INED BY THE HOSPITAL � . 0 . BY OWNER MIN . MINIMUM " � ` ` ' �` TO PREVENT SPREAD OF DUST, NOISE AND FUMES TO OCCUPIED PORTIONS OF THE BUILDING AND TO PROVIDE CFT. CERAMIC FLOOR TILE MTL. METAL J � 2005 NATIONAL ELEGTRICAL CODE '�, FREE AND SAFE PASSAGE OF PERSONNEL AND GENERAL PUBLIC TO AND FROM OCCUPIED PORT{ONS OF THE CONC . CONCRETE Na . NUMBER M I 2003 INTERNATIONAL FIRE CODE ,. , .: . . . :. : . . . . . . : :�. . . :... . , . . ., � BUILDING . ' " 2002 NFPA 72 NAT( ONAL FIRE ALARM GODE CONT. CONTINUOUS O . C . ON CENTER _ . � CORR . CORRIDOR P . PAINT I TYPICAL WALL TYPE "'� AMERICANS WITH DISABILITIES ACT GUIDEUNES 2 . GENERAL CONTRACTOR TO PROVIDE PROTECTION FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION � WORK TO FLOOR AND FINISHED SURFACES TO REMAIN . CONTRACTOR SHALL MINIMIZE INTERFERENGE OF C . M . U . CONCRETE MASONRY UNIT P . LAM . PLASTIC LAMINATE 3 �" MET,4L STUDS AT 16 " O . C . �� WITH 1 L,4YER �" GYPSUM BOARD , BOTH SIDES � • , �'lrC � � l CI. S i CONSTRUCTION WITH ONGOING BUSINESS . CONTRACTOR TO CONTACT OWNER A MINIMUM OF SEVEN DAYS PRIOR CPT. CARPET RB . RUBBER BASE EXTEND WALLS 6 ABOVE FINISHED CEILING U . N . O . UFE SAFETY SYSTEMS: AUTOMATIC SPRINKLER SYSTEM AND DETECTORS TO COMMENCING DEMOLITION TO SCHEDULE WORK . CWT. � CERAMIG WAL� TILE RE : REFER THROUGHOUT THE BUILDING . 3 . CONTRACTOR SHALL KEEP PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS AND = DEBRIS . REMOVE DBL. ; DOUBLE REF. REFRIGERATOR OCCl1PA1�lCY TYPE AND COIVSTRU�TIOOoI: DISP . ; DISPENSER RM . ROOM PROTECTIONS AT COMPLETION OF WORK . PROMPTLY REPAIR DAMAGES CAUSED TO ADJ,4CENT FACiLITIES BY OCCUPANCY: B DW. � DISHWASHER R . O . RQUGH OPENING DEMOLITION AND/OR CONSTRUCTION WORK AT NO COST TO THE HOSPITAL. � CONSTRUCTION TYPE : 1 -A EA. EACH S . F. SQUARE FEET ,� _ ,.— . . , . : . ... � .: ; ,:-.: I EXISTING BGSF: 53 , 869 S . F. 4 . DQ NOT SCALE DRAWINGS . "TYPICAL" AS USED IN THESE QdCUMENTS SHALL MEAN THAT 7HE CONDITION IS ELEC . ELECTRIC SIM . SIMILAR , ' � ; � REMODEL AREA : DEMOUTON : 6 , 805 S . F. 2301 BLAKE ST. , STE. #100 � � THE SAME OR REPRESENTATIVE FQR ALL SIMILAR CONDITIONS , UNLESS OTHERWISE N�TED . DETAILS ARE USUALLY ELEV. ': ELEVATION S . S . STAINLESS STEEL � �, \ ' ,.,-, DENVEF2, COLORADO 80205 � • NEW CONSTRUCTION : 4 596 S . F. 303.861 .8555 F.303.861 .3027 KEYED AND NOTED "TYPlCAL" ONLY ONCE WHEN THEY FIRST OGCUR ANd ARE REPRESENTATIVE OF AL� SIMILAR EQ . � EQUAL � STD . STANDARD ( y � CONDITIONS THROUGHOUT, UNLESS OTHERV�lISE NOTED . � , . - ` . _ . , . , - ,� �' � EQUIP . I EQUIPMENT STDS . STANDARDS � � � d3JE�T �ESC I 0 : 0225 MAIN STREET . 4JNIT C101 � WALL TYPE 0 � EXT. i EXTERIdR STRUCT. STRUCTIJRE EDWARDS , COLURADO � 1632 5 . TNE CONTRACTQR SHA�� MAINTAIN THE EXISTiNG STRUCTURAL AND FIREPROdFING IfVTEGRITY THROUGNOUT THE RENOVATION OF AREAS WITHIN Ta-IE SECOND FLOOR OF THE HOSPITAL. QEMOLiTION TO g7p .92g,gg60 F.970.926.8961 ENTIRE PROJECT AREA. PRQVIDE ELE�TROLYSIS PROTECTIdN BETtMEEfV ALL diSSIMILAR METALS , 1�/HERE THEY EXfST. j EXISTING SUSP . SUSPENDED 3 �" 25 GA. STEEL STUDS AT 249' O . C . WITH 1 LAYER � " ll`PE ' X ' GYPSUM BOARD , BQTH SIDES . EXTEND GYPSUN9 INCLUDE AREAS WEST ANC� NORTH OF ELEVATOR . PERMIT FOR STEADMAfV HAWKIf� S CLlNIC OCCUR . ( E} j EXlSTING BOARQ FROI� FLOOR TIGHT TQ QECK OFt STRUCTURE ABOVE . TO BE 5UBM6TTED SEPARATELY. EGRESS AND 6RlFECTIOUS CONTROL TO BE MIAINTAINED AT FD . � FLOOR DRAEN TREAT. ; TREATMENT ALL TIMES . 6 . THE OWiVER SH,4LL BE CORlTACTED IR! (� EG,4RDS TO A[VY SALVAGEA� LE M,4TERIAL OR EQUlPMENT. AfVY ; U . G . L. ; UfVDER CABINET L6GHT SALVAGEABLE ITEMS NOT TO BE REUSED OR WANTED BY OWNER SHALL BECQME PROPERTY 4F TNE CdNTRACT� R . ` GA. ; GAl1GE RAMP A� QED TD ACNIEVE A,DA ACCESS TO ,4TRIUM . SLEEP ROOMS ARE FOR PHYSICIANS � p GALV. I GALV,4NIZED U . N .O . UNLESS IVOTED QTHERWISE ON CALL; TNERE WILL f�OT � E ANY PATIENT GARE If� THESE ROOMS . ROOMS ARE � 7 . CONTRAGTOR SHALL PROVIDE ADEQUATE BLOCKIM1IG ! N �NALLS TO RECEIVE ALL �TTACHEQ EQI� IPMENT, GYP . � D . ; GYPSUM �OARD V. f . F. VERIFY IN FIELD EQUIVALERIT QF FIREMEN SLEEPIRIG IN A FIREH �USE ' PLU �iBING FfXTtJRES , MILLWORK , CASEWORK , ETC . NOTEd ALL FRAi� ING OR CONCEALED BLOCKIRIG SNALL BE 2Q G . � . ; GENEF�AL CONTRACTOR VCT. V[ NYL COMPOSITIQN TILE i ° GAUGE SHEET METAL. ' l� GT. j HE6GHT V�! WITH TA�lKS 6N TARIK R�(� MS CONTAf �! CAR �Oi� D ( OXIQE FOR USE ( t� MICROBlOLOGY. � H . M . I HOLL0IN METAL V�1� . V�/00 � BASE � 8 . PRdVIDE SEAtANT AROIIND ALL PLUM �ING FIXT� RES WHERE THEY A� UT ADJACENT SURF,4CE . ' CF-� EMIG,4LS STORED I � FLP,P� MABLE CABI �IET IfV MIC &�O � � OLOGY ARE AS FOLLOV�/S : � WQ . WOOD 9 . COfVTRACT� R SNALL PATCH AND REPAIR W,4LLS , FLOOR AND CEILING AS RE4UIRED FO �L4WI �1G DEMOLlTIQN OF ; Formalin = 3 ga ( lans EXISTING PARTITIONS AND EXISTING FINISHES . , Isopropyl alcahol = 2 gallons , Methanoi = 4 gallons � 10 . ANY MISCELLANEOUS ITEMS OR MATERIALS NOT SPECIFICALLY NOTED , BUT REQUIRED FOR THE PROPER ; Ethyl - alcahol = - 3 gallans EXECUTION OR INSTALlATiON , OR PERFORMANCE OF THE WORK , SHALL BE PROVIDED BY THE CONTRACTOR . THE ' Rea ent alcohol = 2 allons f CONTRACTOR SHALL PERFORM HIGH QUALIIY, PROFESSIONAL WORK . MATERIALS SHALL BE JOINED IN A MANNER i � � I TO PROVIDE A UNIFORM , ACCURATE FIT; WITH NEAT STRAIGHT LINES , FREE OF SMEARS OR OVERLAPS . INSTALL � � EXPOSEd MATERIALS APPROPRIATELY LEVEL, PLUMB , Af� D AT ACCURATE ANGLES , OR FLUSH WITH ADJOINING j A ROO �fOP UNIT ( S BElNG ADDED TO THE NORTH HIP ROOF. EXISTING , MATERIALS . INSULATION TO BE REMOVED . UNIT WITH STEEL CURB TO SIT ON EXfSTiNG � 11 . WHERE PLUMBING FIXTURES , PIPING , MEDfCAL GASES , ELECTRICAL FIXTURES , MECHANICAL EQUIPMENT, OR ANY ROOM STRUCTURE . � OTHER EQUIPMENT IS REMOVED , ALL PIPING AND/OR CONDUITS THAT ARE ABANDONED SHALL BE CAPPED OFF � � �"°° � � BELOW THE FLOOR INSIDE WALLS OR ABOVE CEILINGS AS ,4PPROPRIATE. � : :; , '; : EXISTING RATED GLASS BLOCK OPENINGS TO BE FIL�ED WITH 2 HOUR E . : � 3 _ SHAFT WALL ON NORTH SIDE TO RE — ESTABLISH ATRIUM RATING . - 12 . CONTRACTOR SHALL VISIT THE SITE AND BECOME COMPLETELY FAMILIAR WITH ALL EXISTING CONDITIDNS PRIOR j `� � � __ _ TO SUBMITTING PRICES AND SIARTING WORK . THE GQNTRACT� R SHALL NOTIFY THE ARCHITECT OF AfVY � : .. ._. . ,. , : > . _ . :.; .; ,: , . . . . ALL CASEWORK IN LAB 209 TO BE MODULAR easEwoRK BY ISEC . CONDITIONS OR DISCREPANCIES ADVERSELY AFFECTING THE DESIGN INSTALLATION PRIOR Td PROCEEDING WITH TNE � = _ _ ROUGH — INS � NLY PROVIDED . CP,SEWORK TO BE 01NNER PROVIDED . _ , ... :. . , � ., . . , ,� STRl1CTURE PIPING CONDUIT RUNS MECNANfCAL UNITS � ^ WALL TYPE 2 "'�°° � ISSUE/REVISION DA�fE fVO . WORK ( INGLUDING CONFLICTS WITN MECHANICAL DUCTS , , , , , *TYPICAL ABBREVIATIONS . MAY NOT BE USEQ IN THE QRAWINGS . LIGHT FlXTURES , CEILING FEATURES OF FLQOR BELdW, FIRE SPRINKLERS L( NES QR HEADS , ETC . } WHETHER 2 HOUR RATED WALL- UL DESIGN N0 . U411 EXISTING OR RlEW. PROGRESS SET 5117/07 � �� 3 �" 25 GA. STEEL STUdS AT 24" O . C . WITH 2 LAYERS �" TYPE ' X ' GYPSUM BOARD , BOTH SIDES . EXTEfVD COfe1STRUCTIONDOCUMENTS 6/1 /07 ' 13 . GENERAL CQNTRACTOR TO CLEAN RNY EXISTING WINDOVif TREATMENTS , FLOdR FINISNES , ANd CASEWORK THAT 0 . 0 GYPSUM BOARD FRQM FLdOR TIGHT TO DECK OR STRUCTURE ABOVE. SEA� ALL JOINTS . ,4RE TO REMAIN . � TOV COMMENTS 7/11 /07 14 . CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARGHITECTURAL AND ENGINEERING DRAWINGS , SPECIFICAT60NS , OR EXISTING CONDITICINS . 15 . GONTRAGTOR TO CHEGK � UILQING OUVNERS STdCK FOR THE REUSE QF �ONSTRUCTI �N ITEMS INCLUDING ; tNALL TYPE 3 aQ � � � L � I � � � � � � ' I �B � � 9� 1l� 1 � 91 � � DOORS / HARDWARE / SI �1K5 , ET� . DCIRI �G BID PHASE . IF ITEMS ARE TC} BE REUSED , SUBMIT I�IST AtVD NQT 11SEd CONDITION TO ARCHlTEC� FOR �,PPROVAL PR90R Td FABRICATI4fV/INSTALI�,TION . 16 . CONTRAGTOR TO SCHEDULE A CHALK WALK WITN THE ARCHITECT AND OWNER . CONTRACTOR TO INFORM Q � AFZCO� ITECT AND OW{� ER OF ANY DE�/1,4TI � NS FR(7N1 � RC3 €'OSED ROOM SfZE C7R CEILING HEIGHT FOf� ,4PPROVAL �Y �Q�R p'�0.GE OWNEE2e CONTRACTOR �f0 SCF-IEDULE AN ELECTRIC,4L BdX ALK ITN TNE AF2CHITEC� OWNEF� . CONTRACTOR TO SCHEDULE ,4 FI �lAL � l3NCH �A�K ITH THE A� C �iITECT AN � 0 IVER . IF MORE �HE�! ONE � UNCH LIST WALK �h6F� 11 IS REQUIRED , CONTR��"OR IS TO COMF' E�ISATE FOR ARCH {TECT' S AND ENGINEER ' S EXPENSES . . . , . :. , .: . . ;: _ A0 , 0 GENERAL INF ❑ R �tATIQ �f 17 . THE PRESENCE OF THE ARCHITECT OR REPRESENT�,TIVE ON TFIE JOB SITE DOES NOT Ii� PLY CONCURRENCE A0 . 1 SPECIFICATI � NS OR APPROVAL OF THE WORK . THE CONTRACTOR SHALL CALL SPECIFIC ITEMS IN WRITING TO THE ATTENTION OF .,: ,. :. ::; . :. : : � . .. � . . . . . . , _ _: _ : : : � � :. : .. ::. . :.. :.. ... � : �:. . � ;�„ A0 . 2 D ❑ ❑ R , HARDWARE , AND FINISH SCHEDULES fr�=' . THE ARCHITECT TO OBTAIN THE ARCHITECT' S APPROVAL. NO CHANGES TO THE CONTRACT CAN BE MADE WITHOUT � � N AR2. 1 SEC � ND FL❑ ❑ R LIFE SAFETY PLAN � � THE OWNER ' S CONTACT, AS LISTED ABOVE, WRITTEN APPROVAL. 125 DOOR IDENTIFIER � DETAIL IDENTIFIER �� fl � �� AD .O DEM � LITI ❑ N PLAN `' �` �� 18 . THE CONTRACT DOCUMENTS ARE THE RESPONSIBILITY OF ALL TRADES IN THEIR ENTIRETY. WHERE � � � WALL TYPE 4 A1. 0 FL � � R PLAN % '� � REQUIREMENTS ARE SHOWN IN ONE SECTION OF THE SPEGIFICATIONS OR DRAWINGS BUT NOT ANOTHER , THE A� • � 2 HOUR RATED WALL- UL DESIGN N0 . U467 A7 . 0 INTERI ❑ R ELEVATI ❑ NS ��` � ffi CONTRACTOR OR SUBCONTRACTOR IS NOT RELIEVED FROM PROVIDING CQMPLETELY FINISHED ANd PROPERLY OFFICE NEW ROOM IDENTIFIER A8 . 0 DETAI � S & SECTI � NS � �� L Q00 2 1 /2 " C - H STUD WITH 1 " GYPSUM BOARD LINEAR PANELS ON ONE SIDE AND TWO LAYERS 5/8 " TYPE ' X ' �;��t� �" � FUNCTIONING SYSTEMS . 0 A9 ,0 REFELCTED CEILING PLAN `�Z GYPSUM BOARD ON OTHER SIDE. �� 19 . ALL WORK UNDER THIS CONTRACT TO BE IN STRICT ACCORDANCE WITH REGULATIONS FOR CONTRACTORS . STRUCTURAL �� DETAIL SECTION IDENTIFIER C� �� AE P OVIDE W�NER WITHHLIST� OF'TALLASUB�C N�TRACTORS , CONTACTS AND TELEPHONE NUMBERS . a� � ' INTERIOR ELEVATION REFERENCE A� � Sl SEC ❑ ND FL� ❑ R FRAMING PLAN ��,��.� ��,�� B . CQNSTRUCTION HOURS ARE 7 : 00 AM TO 5 : 00 PM , MONDAY THROUGH FRIDAY UNLESS OTHERWISE APPROVED S2 R � ❑ F FRAMING PLAN °� � BY THE OWNER , WITH AT LEAST 48 HOURS ADVANCE NOTICE. � � r,� , C . CONTRACTOR IS RESPQNSIBLE FOR BAGGING ALL SMOKE DETECTORS AND IS RESPONSIBLE FOR ANY COSTS WALL TYPE 5 MECHANICAL INCURRED FROM DAMAGE TO A�ARMS DUE TO DUST OR ANY OTHER CONSTRUCTION AGTIVITY. NOT USED M1 , 01 MECHANICAL LEGEND AND SCHEDULES D . ANY WORK ON THE FIRE PROTECTION SYSTEM OR FIRE AIARM SYSTEM MUST BE COORDINATED THROUGH THE � � - - � � � BY OWNER M1 , 02 MECHANICAL SCHEDULES OWNER AND LOCA� FIRE DEPARTMENT. E, CONTRACTOR SHALL NOT SHUT � FF OR PUT OUT OF SERVICE ANY SYSTEM /SERVICES WITHOUT FIRST � WINDOW IDENTIFIER M2A2 PARTIAL SEC ❑ ND FL ❑ � R HVAC DEM � LITI � N PLAN COORDINATI �lG WITH THE aWNER AT LEAST 72 HOURS IN ADVANCE . M2A3 PARTIAL RD � F HVAC DEM ❑ LITI ❑ N PLAN M3 . 02 PARTIAL SEC �ND FL � � R HVAC PLAN 20 . DIMENSIONS OF ANd FROM EXISTING CONDITiONS HAVE � EEN TAKEN FROM EXISTING DRAWINGS AIVD/OR FIELD M3 . 03 PARTIAL R � ❑ F HVAC PLAN MEASIJREMENTS . THE CONTRACT(? R SHAL� FIELD VERIFY ALL DIMENSIONS PERTAINlNG TO EXISTING CORlDITIONS M4 . 02 PARTIAL SEC � ND FL ❑ ❑ R HVAC PIPING PLAN PRIOR TO THE ST,4RT OF CONSTRUCTION . ��_�„ DIMENSION LIiVE ""°° =-� MSA1 MECHANICA � DETAILS . . . .: . . , . . _ . . . Z1 . DIMENSIONS LOCATIfVG PVEVU CONSTRl1CTI0N ARE TO FINISNEC} �ACE UNLESS NOTED OTNERWISE. DIMENSIONS � ~ '� '� LOGATING EXISTIN � CONSTRUCTION ARE FROM EXTEREOf� FINISHED SURFACE UNLESS NOTEd OTFiERWISE . L I � �� '�� ' �� P2 , 01 PAI2TIAL FIRST FL ❑ � R PLUMBING DEM � � ITIDRI PLAN 22 . NOTIFY ARCHITECT OF ANY DISGREPA�IC { ES UNCOVERED �Y DEf� OLITION ; OR IF EXISTING CONDITIONS PREVEl�T P2 , 02 PARTIAL SEC ❑ ND FL � ❑ R PLUMBIfVG DEM ❑ LITI ❑ N PLAN ' l�4YOUT FROM PROVIDING PRQPER CLEARANCES . [�---� VVALL TYPE TAG �UALL TYPE 6 P3 , 01 PARTIAL FIRST FL [7 � R PLUMBING PLAfV � ` � V 23 . DOOR ASSEMBLIES IN INTERIO � PAi�TITIONS ARE 6 " FROM FINISHED FACE OF ADJACENT PARTITIORI Td THE ' PROVIDE 1 LAYER �" TYPE ' X ' GYPSUM BOARD OfV 1 1 /2 " METAL STUDS C� 16 " O . C . . � N EXISTING WALL ; P 3 .0 2 P a R T I A L S E C Q i V D F L � ❑ R P � U M B I f� G P L A N � _ EDGE OF THE DOOR �EAF UNLESS NOTED OTHERWISE. COfVSTRUCTiON . ` � I H S OR WALLS TO INSURE THAT E�� 3r, � � � � � � 24 . COfVTRACTOR TO REPAIR ANY DAMAGE FRQM REMOVING EXISTIfVG FIN S E E1 , 01 ELECTRICAL LEGENDS AND SCHEDULES SURFACE IS SMOOTH AND PREPPED FOR PAINTING AND WALL COVERING . PROVIDE THE MINIMAL FURRING E3 , 01 ELECTf� ICAL ❑ NE - LINE DIAGRAM - WEST N � RMAL POSSIBLE IF EXISTING WALLS OR DAMAGED WALLS CANNOT BE PROPERLY PREPARED TO RECEIVE NEW FINISH . � � � � TYPICAL SYMBOL DESIGNATIONS . E3 , 02 ELECTRICAL ❑NE - LINE DIAGRAM - WEST EMERGENCY 25 . CONTRACTOR TO ACCESS EXISTING CONDITIONS AND RESTORE ALL RATED PARTITIONS AS REQUIRED . MAY NOT BE USED IN THE DRAWINGS . E3A4 ELECTRICAL ❑NE - LINE DIAGRAM - EAST N � RMAL E4 .01 PARTIAL 2ND FL ❑ ❑ R LIGHTING PLAN AND ELECTRICAL DEM ❑ LITI ❑ N PLAN NOTES E4 , 02 PARTIAL 2ND FL � � R P ❑ WER PLAN AND PARTIAL 2ND FL ❑ OR FIRE ALARM PLAN 1 . PROVIDE SOUND AITENUATION BATTS IN ALL NEW WALLS (TYPICAL) . E4 , 03 PARTIAL R ❑ OF P ❑ WER PLAN 2 . PROVIDE ACOUSTICAL SEALANT AT PERIMETER OF ALL SLEEP ROOMS . E7 , 01 ELECTRICAL PANEL SCHEDULES E8 .01 ELECTRICAL DETAILS 0 o GENERAL NOTES o. o S1� MBOLS o. o WALL TYPES o. o DRAWING Ii�1DEX S � cond Floor - OdVNER V�4IL VALLEY MEDICAL CEtdTER � G � � V � � I O � � 181 WEST MEADOW DRIVE VAIL, COLORADO 81657 �_��-� � ` CONTACT: RYAN MAGIL� (970} 904-0066 � � � � � � � � �� I � � WEST VAIL � � ITE L � CATI � N CC� N � � I� <1CTI � N � AI�CHlTECT DAVIS PAi2TNEl�SITYP, P.C, 0225 MAIN ST. , UNIT G101 NORTH EDWARDS , COLORADO 81632 � CONTACT: SCO1T fVEVIN , AIA (970) 926 -896Q � � � � � � � � � � ,q , n , p � CHERYL DORNAK , AIA (970} 926 - 896Q 1 � � 1l1/ . IVI � � d (��/ � �I �� MAIN VAIL EXIT � EIVIVL � � I � � au ��aRK DOTTE � �lail , � olorado IN � � - - - - - - - - - � 1657 � STRUCTURAL REDWINE EN�INEERIN("s INC. ' ENGIIVEER 0150 EASE BEAVER CREEK BLVD A204 �ERSTAr� . . .� --�—� . . . . MECHANICAL EQUIPMENT AVON , COLORAdO 81620 SO�TH FRO N�� ' ' '�• ' '• .�: . . . . . . . . . . . . . � . . .� .�. WEST NTAGE R�Ap X�AY 7� EAST VAIL� . . . . . . . . . . . . ^�� CONTACT: SEAN MOL�QY (970 ) 748 - 0711 � � : �"'�oow . � • •. •. ::. "::: ' . I \pRE o D . ., t'.,:::• �. . :�. . �� P� CIRCLE i f2iVE r= � � �I �; r� CI � o K _ `� M eA \ EE� . � .� Ea�ow Sr ,y � ;;�"�-�� — — � � . . . CR / � EPS DRIVE ��Ow � � � R � . . . .� Ne I � 12 _ w c� :e: 8 . 325 "' � EC I f E C I C T U SS CIATES, C a �. _ ' � °7 BEAVER �P�` ROqp \ p / : _ : BRIDGE �„ GORE �� g � � ENGINEER 1550 DOVER STREET SUITE 2 � a / \ ROAD = ' w � � : ; �� LAKEWdOD , COLORADO 80215 - 3132 � .� o i �'� � o i� � : . . � � : _ � � = : � o � � CONTACT: ELECTRICAL - KAY BATHKE (303) 232 - 6200 �- wi��ow GORE m CREEK RoA� \ ° _ � MECHANICAL - BLAKE WINTER (303} 23Z - 6ZOO �OR�S.� Rpp,D F�REST R�qp NriLLOW �, P�cE �,y9 = � � ; , , °qo �F� ti, � � ; ; � GE �IERAL INFORMATION HANSON RqNC ROP� � � � j : f ROCKLEp�E N Lq�< VALLEY � � � � � � f R�AD a � I I � 1 1 ' - 8 " 2 1 /2 " CONCRETE SLAB � `€ n � � e , P 3 � � � Mi�� t.W,.......� ; �RF ; E c�R��F FK s DRAWN BY TR � , ....., _ , CHK'D BY CD � .� , � ' ; COPYRIGHT O 2007 BY DAVIS PARTNERSHIP P.C., ARCHITECTS ` ! SHEET NUMBER: � : � 1 � ■ ,' � ' ° 3 F'ARTI C I PARlTS 8 V I C I N ITY MAP o.o KEY PLO-� N D . P .A. PROJECT # 06929 . 00 � o . o � OOF SE �TION o . a o . o � , i � �, _ , _ _ � _ i I � , � � ; , , � GENEf�iAL REQUIREMENT� Interior Architectural VUooclwork . Acoustical Panel Ceilings : Submit Shop Drawings and Samples specified . Submittal to include fastening/assembly Submit Product Data and Material Samples . methods , lacations , dimensions , finishes and rough-in for M &E devices. Acoustical Panel Ceilings : Comply with ASTM E 1264 for Class A materials , as determined by testing identical products per ASTM E 84. Summary of Work: Quality Standard : Architectural Woodwork Institute's "Architectural Woodwork Quality Standards ." Materials : Ceiling tile and grid are new. The work consists of interior renovatian with mechanical and electrical work, as described in the Contract Documen�s . AWI Type of Cabinet Canstruction : Flush overlay . WIC Construction Style : Style A, Frameless. WIC Door and Drawer Front Style: Flush overlay. Ceiling Suspension Systems : ; Gaps between doors/drawers to be equal and orthoganaL Direct-hung suspension system , with intermediate-duty structural classification according to ASTM C 635. � , Contractor's Use of Premises : Size attachment devices for 5 times the design load indicated in ASTM C 635 , Table 1 , Direct Hung , unless otherwise indicated .ce j During construction , Contractor shall have limited use of space indicated . Contractor's use af premises is limited only by Owner's right to perform work or employ other Materials: Zinc-coated carbon-steel wire hangers , braces , and ties complying with ASTM A 641 (ASTM A 641 M }, Class 1 zinc coating , soft temper. � contractors on portions of project. Hardbaard : AHA A135.4 Installation : . . Wood chair rail and base: 1x4 (actual dimension) oak with eased edge. CISCA's °'Ceiling Systems Handbook." - � Medium-Density Fiberbaard : ANSI A2082 CISCA's ° Recommendations for Direct-Hun Acoustical Tile and La in Panel Ceilin s ." � Payment Procedures g y" g Particleboard : ANSI A208. 1 , Grade M-2 ASTM C 636 , "Standard for Ceilin Sus ension S stem Installations ."o ect. Submit a Schedule of Values which breaks down the Contract Sum into at least one line item for each technical Specification Heading . Correlate the Schedule af Values with the 9 � y � � Hardwaod Plywood and Face Veneers: HPVA HP- 1 U . B . C . Standard 47- 18 . Contractor's Canstructian Schedule. High-Pressure Laminafie Grade : Grade 51 -General Purpose (HGS , nominal thickness OA50"/1 .2mm). Manufacturer: Armstrong Ceilings Submit 3 notarized copies of each Application for Payment on AIA Document G702/703 , ir� accordance with the schedule established in the Agreement. Grain Direction : Parallel to cabinet fronts. Far the A lication submitted at Substantial Com letion , submit artial releases of liens from each subcantractor or su lier for wham amounts were re uisitioned on the ACT- 1 : Armstrong Fine Fissured square lay-in , #1810 , 24"x24"x3/4" , with 15/ 16" prelude xl exposed tee system gred . pp p p pp q Edge Treatment: PVC edges if match available for counter laminate : refer to drawings and cuf on cabinet surfaces . ACT-2 : Armstrong square lay-iN , Clean Room VL 24"x48"x3/4'° , with 15/16" prelude xl exposed tee system grid . g previous payment. Shelving : Shelf standards : K & V 255NV Brackets : K& V 256NP . 2301 BLAKE ST. , STE. #100 � Cauntertops : Plastic Laminate by Wilsonart Laminate ar equal . .048" thick. DENVER, COLORADO 80205 �; Cr�ordination : Cabinet Interiors: White Melamine. 303.861 .8555 F.303.861 .3027 � 9 9 1 rY � ) Y P 9 PP � � �1 � r�� O li'1 � . Pra re�s meetin s wil { b� held at Pro'ect sife eve two 2 weeks . �vvner, Architect, Car�tractor and each subcantractor or other entit concerned with current rc� ress or Cantact Adhesive: Provide Laminate manufacturer recommer�datian for the a licatoon . p � g � _ 0225 MAIR! STREET . UNIT C101 € 6'ravide self leveling underlayments complyir�g with the requirements of ASTfV6 C94 aver existing base slab so as ta pravide a srnaoth and lev�l surface ta receive involved writh plannir�g or caordinatiar► o� future activities , shall attend . fViinutes of ��ch meeting will be prepared by C�ntractar and distributed #o all parti�s preserat. Gontractc�r to Plastic laminate ta be appli�d #o all expased surfaces ur� less atherwise noted . Caulk all jaints where casewcsrk rrteets v�afl . Seam fill all join�s at underside af upper cabinets. EDWARDS , COLOF�ADO 81632 f provide progr�ss schedule a� each OAC ra�eeting indicating pr�ject wcsrk far the r�ext three weeks. Casework to be installed IeveL lJnderside af upper cabinets ta be i �stalled at filler pieces, carners, and panels . finished flooring maferials . Remove dirt, loc�se rnaterial , oil , grease , paint ar other contarrainants from exis#ing concrete slab lea�ring a clean surface to r�ceive topping g70.g26.gg60 F.970.926.8961 i s{ab . Ftepair all cracks pr� existing cancr�te �laor slab tc� rniraimize telegraphir�g . Prirrae existing floars in accordance writh he r�quirerraenfis of the mar�ufacturer. Trawei � Submittal Pracedur�s : g j m floor ta produce a finish�d surFace free �f tr�we! rnarks , uniforrr� ir� t�x�ure and appe�rance and achi�ving the f�llawing �olerances when tested in �ccordance with ; Coordinate s�bmittal preparatoon with canstructEOn schedule, fabricatiara lead-tir�es , other s�abmef�als and activiti�s that require sequ�ntiaf aperations. Flinges: lum 706500 F5 FO or equals ounting �late 175H7100 or equal AST E 1155. � - o extension c�f Contract �"ime v�rill b� a �thorized due t� failure tc� tra�sm6t subrnittals ir� time to er it rocessin �ufF'i�seratl 'n �dvance of v�rher� matero�ls are re u►red in th� Pulls : 4" rush�d ir� ulls . Ives b Schla e , a. 137 US32D ar e �aal . anufacturer: Ardex, Inc. � P P 9 Y � q p Y 9 q � c�rk. rawer guides : lu 320 lurr� 125 degree opening or �qual . � Prep�re s�abrn6ftals by pl �cirag a perrrroanent {�bel on each for identific�ticara . �rovid� label to rec�rd review arad �pproval rnarkir�g� and action taken . Irac(�ade the follawir�g Locks : �isc Tumb6er Cylind�r Cam L�cks . IVational Cam �acks c�r equal . �� g � j � �t �I� II � � �� 11C� ��C�� OreE'S � � information or� the labe� : Expos�d Fiard�nrar� Finish�s: For exposed hardwl�r� , pravide fir� ish that car�rpli�s vvith � Fill�� A156 . a�; provide �FifVIA 619/tJ � '95, BF3M/� 626C11� 26D , � FiMP� 6251US 26, or v � roj�ct arne Fi A63Q/l1S �2D; ur�less noted othe is�. Subrr�it Product Data and Colmr Sa ples . Date Furring , locking , Shims and Hangirag Strips: Fiam�-Retardant Saf aod ar hardvuood lumber, kiln dried ta 15 percent moisture cant�nt. At completiarr of proje�t, d�liver to O�+ner at least 10 lir�ear feet for each 500 linear feet c�r fractian ther�mf, of each type and color of resifient v�rall base installed . � M1lame and Address af Contractar Provide resilient rubber wall base and accessaries as scheduled an drawings A7-2 . � Name and Address af Subcontractor and Su i ��r Joint ealants : Apply resilient rubber wall base ta wralls in 80 feet lengths , columns, pilasters , casework, and other permanent fixtures in rooms or areas where base is required . �; PP Farm wall base corners from straight pieces. Install reducer strips at edges of flooring at dissimilar materials ar�d expas�d concrete floors . Roppe No. 177 Tile - � Title of A ro riate Technical S ecification Headin Submit Praduct Data and color Samples. pp p p 9 Carpet Jointer between tile and carpet. Roppe No . 168 reducer at VCT to sheet vinyl transition . Product Data : Submit (3) three copies and mark each copy ta show applicable chaices and options. Compatibility: Pravide jaint sealants , joint fillers , and other refated materials that are compatible with one anather and with joint substrates under service and application conditions. Latex Sealant: At perimeter of door frames , plumbing fixtures and casework to walls (recess bead so that clear silicone bead can be applied on tap}. Pecora AG20 ane part acrylic � � latex caulk or equaL � Shap Drawings: Tiie : � Elastametric Sealant: Comply with ASTM C 92Q. Submit newly prepared information drawn to scale . Contractor �to ir�dicate deviatiores from Contract CDocuments , including any addenda or change to the scope of the original 2"x2" floor Tile , 6"x6" wall tile & pattern per sheet A8.0 and A0.2 Acrylic Sealant: One-part, non-sag , solvent-releas�-curing acrylic terpolymer sealant complying with AAMA 808. 3 ar FS TT-S-00230, or both , writh capability, when tested per ASTM �' scope of work. Do not reproduce Contract Documents or copy standard infarmation . Submit 1 reproducible print and 1 blue- or black-line print on sheets at least 8- 1 /2 by 11 Waterproaf floor prior to installation of formed in place shawer pan . Pravide epoxy floor tile grout. Hydroment no. 425 acrylic latex graut or equal at walls. C 719 , to withstand plus ar minus 12. 5 percent change in joint width existing at time af application without failing . inches but na larger than 30 by 42 inches . Architect will retum the reproducible print. Thresholds : White domestic marble ciass A 1 /2" x 4" continuous single length , beveled one side. � Acrylio-Emulsian Sealant: One-part, non-sag , mildew-resistant, paintable, acrylic-emulsion sealant complying with ASTM C 834. „ . „ Samples : Submit (3} three sample finishes as specified and identical with the material propased . Where variations are inherent in the material , subrr�it at least (3} three units that Silicone-Emulsian Sealant: At ca stri of inte ral sheet vin I floor and ad 'acent surface . Product com I in with ASTIVI C 834 and , exce t for wei ht loss measured per ASTM C Setting Materials : Hydroment Single-Flex 916 latex modified dryset mortar and waterproof inembrane by Bostik Findley. p � g y � p y g � g Existing floor to be prepped to insure flush , smooth floor. Float floor with consistent slope ta floor drains where required . � show limifs of the variations . Provide shop drawings for the following items: Doars and Frames , Door Hardware, Casework, Casework Hardware, Casework Finishes, Paint, 792 , With ASTM C 920, that accommodates joint movement of not more than 25 percent in both extension and compressian for a total of 50 percent. Dow Corning 790 Silicane Corner Guards. Wall Coverings , Acoustical Ceiling Tiles and Grid , Carpet, Base and VCT. Include product name or name of the manufacturer. Architect will review each Building Sealant or equaL � submittal , mark as appropriate to indicate action taken , and return copies less one retairoed . Any Substitution of materials requires Contractor to provide data indicating product Acoustical Sealant: Non-sag , paintable , non-staining, latex sealant complying with ASTM C 834. equivalerace; submittals wil ! not be reviewed if information is nat pravided . Acoustical Sealant far Cortcealed Jaints : hlon-drying , non-hardening , non-skinning , non-st�ining , gunn�ble , synthetoc rubber sealant recommended for sealing interior concealed �arp��: joints to reduce transmission of airborne saund . Submit Product Data and Calar Samples. ISSUE/REVISION DATE NO. Temporary Facilities and Cantrols Prep floor as required and install a self-leveling compaund (s�e Cancrete Topping Slab section above} fia provide a flat and level finished surface. Standards : Ccsmply with NFPA 241 , "Standard or Safeguarding Construction , Alterations , and Demolition Operations ; ANSI A10 Series standards for "Safety Requirements for Hail ��r �Pletal D � � rs and Fram �se Installer Qualifications : Engage an experi�nced Installer who is certified by the Floor Covering Ins#allation Baard (�CIB} or who can demonstrate corripliance with � �p� RESS SET 5/� 7/07 Construction and Demalition" ; arrd NECA Electrical Design Library's °'Tempor�ry Electrical Facilities ." Electrical service shall be in accardance with NEfVIA NECA and UL Submit Product Data and Daor Schedule. FCIB certification program requirements. standards and regulatians for t�mpora elecfri� service . install service in compliance with NFPA 70. Interior poor Frames: f'rovide units with mitered ar coped and continuously welded corners formed from 0 .0478-inch thick, cold-rolled steel fcrr �penings 48 inches or less in width Carpet that have flame-spread and smake-developed ratings of 25 or less and 45Q ar less , respe�tively, wh�n tested accardireg to ASTN9 E 84. Comply tnrith CRI 104, CO(VSTRUCTION DOCUMEf�ITS 6/ 1 /07 � Section 6 "Sit� Conditions ." � and frorn 0.0598-inch steel for openings r�nare than 48 inches in width . For rated doors and pairs of doors only provide °'heavy duty" kno�k down hollow metal frames at all other � l"emparary lDtilities standard door frames . Provide ane floor clip per jamb , 4 rrfetal stud arrchors perjamb. At completion af project, deliver ta Ov�rner full-�rvidth carpet �qual ta 5 percent of each type and color carpet installed , packag�d wifh protective covering for storage. TOV COMMENTS 7/11 /07 . Use af the Owner's existing �anifary facilities wilf be permitted , sa long as facilities are cleaned and maentained in a condition ac�eptabl� ta the ��rner, At Substantial Exterior poors: Hallow Metal doors and frames shall be af 16 Ga . cold rolled sheet steel , and with bracing , supports etc. , in accordance with ASTM A-7. Hollow metaf doors shall be Provide carpet as scheduled on the �rawings . Completior� , restor� th�se facilities ta �he ec�nd 'atian prevaler�t at the tirr�e of initial use. �lu�h type , custarrro rr�ad� lock seam , fully welded , conforming fa types, sizes and prafile� noted , � 4ee thick unless ath�rvvise nated , corr� plete vvith cutouts and reinforcing in Carr7ply with CFtI 104� , Sectio�a , "Direct G {ue Davun .'" accardance �nrith appraved shap dra�vings . All elds shall be gro� nd , filled and dr�ssed smoath ta make the �nvisib6e ar�d provide a smooth flush finash . Prime coat and finish coat �lanufa�f�rers : Lees Corrim�rcial Carp�t. Ternporary �ontrols : for all hallow metal v�rQrk shall b� rust inhibiting r�sistive type as approved by the ,4rch�tect. Hollcaw etai d�ars ar� ta be insulated using mineral rc�ck �nraal insulati�n be een pan�ls. IO�laintain exQSfing fire pro#ection unfil rroodified system c�f fire-protectimn @s in pla�e. �'repare daars �nd fr�rraes �� receive rr�or�ised � nd car�ceal �d hardvdrar� �ccmrdeng to SDI 107. �rovide t�rnparary barricades , en�arning signs , and lights ta protect th� public and �onstruction persan�el from cc�nstructaon hazards. Comply with NP�AIVIM's °' Metal Firaishes (Vlar� ual far Architecture ar�d fVletal Praducts'" for re�ommendations relative to applying finishes. � h � �t �/BC1�Igi Factory prirne �II surf�ces (a�a�n d pri er c�r�� il inirr�u�j . Subra� it Prcaduct D�ta �nd Co6ar �ar�rples . �r�p floar as req � �red �nd i �stall � se{f-levelrng co paund (s�� Goncret� Toppir►g � I �b sec�cor� ab�ve) t� provide a fl�t �nd l�v�l finished surf�ce . r�duct equirer�e�tsa . � �stall ira strict ��c�rd� nce �i�h anu��t�rer°s arvri�ten instru�tiaras �nrith a r�i � i u c�f s�� s �ver �pprav�d subflo�rs usi �g the Co r��rc►�l �(inyl- ack�d Ir�stal ��tion The Ovvn�r and rehitect �y cmr�sider �ubstituti�ns of �pecified ra�ateri� l� wrhich provide � savi �gs i � C�ntrac� Susra and/or Tirr��. Th� C�ntract Surn and Tirne savings shall b� ' Sy�ter�r �rith (5-575} (5-240 Epc�xy} dhesiv� and heat-uveld�d seams as r�comrr�e�d�d by the manufacturer. Install fillet strip �t intersection of +�raEl �nd flaar; to� c�f ider�tified at ti e af s� brt� 6tt� l . The reque�t far s � bstatution shall b� submitt�d in reason�ble and timePy manner far review, �s ��t to delay canstruetio� . Substitution �ubrraatt�ls � �bmit Product ata and daor schedule . Praduct, Oak waith elear Finish �a rnatch existir�g at C � nd Cardiapul�rnae�ary; �innarnon Stain at SFiF. strip not to �xtend past verticai s� rfacep itre inside �orners . �rav►d� rr�etal cove cap and cau( k to r�vall . Clean , sea! and vvax p�r �r�ufacturer's recarnrne�datior�s. shall inciude product infarmation , test data , sampl�s (if applicable } , delivery tirne , and cost infarmation . If deemed acceptable by the Owner and Architect, the substitution fVlanufacturer: Armstran edintech submitted may be used by the Contractor. Acceptance of the substitutian by the Owner and Architect daes not relieve the Contr�ctor of responsibility in performance or Source limitations : Obtain flush woad doors through one source from a single manufacturer. 9 Quality Standard : Camply with WDn/IA f .S . 1A-04. workmanship in relation to the substitution . The required warranties of any item af construction shall nat be modified by substitutions . Factory Finish : Comply with WDMA finish requiremenfis . Finish doors at factary. Finish : WDMA TR-6 catalyzed polyurethane. Staining : As selected from manufacturer standard � colors or custom color in accordance with the approved sample . Factory finished doors to be installed just prior ta substantial campletion . P� � n�� g � -'"`Y� � Examination and Preparation : Examinatian : Examine doors before han �n Re ect doors with defects rior to han in Proceed with installation onl after unsatisfacto conditions have been corrected . Submit Product Data and prepared Golor Samples . 9 � 9 • ! P 9� 9 � Y rY � �� , � Examine substrates and conditions for com liance with manufacturers written re uirements includin but nc�t limited to surfaces that are sound level and lumb; substrates At com letion of ro'ect deliver to Owner a 1 - al . 3. 8-L container ro erl labeled and sealed of each color and t e of finish coat aint used on Pro'ect. P 4 9 � � � p Installation : Install doors per the manufacturers written instructions . Align all doors for uniform clearance at each edge . Restore factory finish before installation if fitting or machining p p 1 , 9 ( ) � P p Y � Yp P 1 �, � � within installation tolerances ; surfaces that are smooth , clean and free of deleterious substances; and application conditians within environmental limits. Da not proceed with is re uired at ra'ect site . Ad ' ust all doors to swing and operate freely. Paint: Manufacturer's first-line quality paint material of the various coating types as speci�ed and as indicated on the finish plan . q P 1 1 �`� � � installation until unsatisfactory conditians have been corrected . Prepare substrates and adjoining surfaces according to manufacturer°s written instructions. Warranty : Provide full lifetime manufacturers warranty for Interior Solid Core Doors . Comply with paint manufacturer's written instructians for surface preparation , environmental and substrate conditions , product mixing , and applicatian . j � Manufiacturer: Marshfield Door Systems �� l��EL Cutting and Patching : Interior Paint Schedule : � �� '� Before cutting/patching existing surFaces , examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed . Take corrective action ��9�� , before roceedin if unsafe conditions are encountered . Protect existin canstruction durin cuttin and atchin to revent dama e. Tem oraril cover o enin s when nat in Access Doors and Panels : Gypsum Board : �.� � p 9 9 9 9 P 9 P 9 p Y P 9 � �� Wet locations: 1 coat 628W200 Pro Mar 200 Latex wall primer, 1 . 1 mils dry film thickness. �' � use . Patch with durable seams that are as invisible as possible . Inspect and test patched areas to demonstrate integrity of the installation . Da not cut structural members without Submit Product Data I il lad 4 mils er coat. ��'� � prior written appraval of Architect and Structural Engineer. For patching provide materials whose insfalled performance will equal or surpass that af existing materials. For Steel Sheet: ASTM A 366 commercial-quality, cold-rolled steel sheet with baked-on , rust-inhibitive primer. 2 coats B62W2 series / B60VZ70 Cata yst t e c , p � A� �� exposed surfaces , provide ar finish materials to visually match existing adjacent surfaces ta the fullest extent possible. Trimless , Flush Access Doors for Gypsum Baard : Units consisting of frame , concealed edge trim , door, hardware, and complying with the following requirements: ° Frame : 0 . 0598-inch thick steel sheet. Non-Wet locations : 1 coat B28W400 Pro Mar 400 Latex wall primer, 2 mils dry film thickness . Installation : Daor: 0 . 047-inch thick stee( sheet. 2 coats B9 Health Spec. Egg Shell , 1 .5 mils dry film thickness per caat. Camply with manufacturer's wrritten instructioras for installatian . Anchor ea�h product securely ir� place , accurately located and aligned . Clean exposed surFaces and protect from Cancealed , Gypsum Board Edge Trim : 0 . 0299-inch zir�c-coated or galvanized-steel sheet with face flange formed to receive joint compound . damage . If applicable , prepare surfaces far fiield finishing . Hinge: Concealed spring pir� or cantinuous fype . Daors and Frames Locks : Screwdriver-operated cam . Hollovv Metal Frames : 1 coat B50Z series Kem Kramik Universai Metal Prirr�er, 3 mils dry film thickness per caat. Final Cleaning : 2 coats � 10 Health Sp�c semi-gioss, 1 .5 mils dry film thickness per coaf. Clean each surFace or otern as fallows befare requesting inspection for certification of Substantial Corr7pletion : � �or Hard�nrareo Wood Doors : Factory Finished - Stair�ed and Sealed Remov� labels th�t are not errri�r�erat. Warran�y: 5 year repair or replacernent af defective camponent� . Lifetime �rarranty far replacing sagging I�vers �nd cylinder housing . P �o N9anufiacturer: Sh�rv�rir� VVilli� rr�s or equal � Clean transparent materials , including rnirrors . Remove excess glazing campounds . �ubmi� Hardware Schedule . For fire-ra#ed apenings , pravide hardv�r�re tested and list�d by l! L or FM (NFPA 80} . t�n parric �xit devices , provide UL or FM I�bef indicating Fire Exit Replace chipped or broker� glass. Hardware. " All h� rdware shall be ADA eompliaret. �`" Clean exposed finish�s fa a dust-fre� conditior� , fr�e �f sfiaEns, films �r�d foreign substances . Door Harduvare: As indscated in the Hardvvare Schedule on the rawi �gs . on-remavable hinge pins for �xfieriar ar�d public interiar expasure . Le�ve eoncrete floors braa clean . Cylinders vvith 6-pir� tumblers. m Finishes : As specified on drawings . Product Data : Submit manufacturer's roduct data. Vactaum carpeted surfaces and �rax resilient floareng . Keying : Provide 4 change keys per lock, provide 6 rnasters . p Manufacturer: Schlage Ever�st Restricted D Series Lever Flardware S�e�nples : Submit 12" (304 . 8mrn } lorrg sampl� of each rtiadel and color specified , including end caps , for �0.rchitect's approvaL Architectural , 6�rlechanical and Electrical Punchlist: Camply with NFPA 1Q1 for interiar finish materi�ls . Srnoke developed less than 450 and flame spread of 25 or less irr a�cordance with �STM E $4. ` ° Provide the Architect with a pre-punch list of items yet to be completed prior to request for inspection . � �Z� g : MANUFACTURER: InPro Corporation Corner Guard ; mounted aver cantinuous aluminum retainer. Expased surfaces shall be free of wrinkling , chipping , Submit Product Data and Samples . Comply with written instructions of glass product manufacturers ; FGMAs °Glazing Manual" ; and publications of AAMA, LSGA, and SIGMA. discolaration , or other imperfections . Leg Length : 2" (50.8mm ) . Angle : 90° , 135° . Profile : High impact vinyl acrylic extrusion locked in place , nominal 0.078° Closeaut Submittals Warranty: 10 years. � � � � � � ( 1 .98mm } thick. Class I/A fire rating , tested in accordance with ASTM E 84. Extrusion : Pebble grain finish . Contains EPA registered Micro-Chek antimicrobial agent. Record Drawings: Maintain a set of Contract Drawings as Record Drawings . Mark to show installation that varies from the Work as originally shown . Mirrors: Provide beveled edge mirrors at width specified . Retainer: Continuous 6Q63-T6 aluminum retainer along entire length of corner guard , minimum 0 . 060" ( 1 .52mm) thick. End Caps: Injection molded unit of color and Operation and Maintenance Data : Organize data into 3-ring binders , with pocket folders for folded sheet information . Interior Windows and Door Lites : 1 /4" Tempered Glass texture similar to that af corner guard. Fire rated glass , " Fire-Lite" by Technical Glass Products or equaL INSTALLATION : Inspect wall surfaces to receive crash rails . Notify the Architect in writing if wall surfaces are not acceptable. Do nat begin installatian until Closeout Procedures Exterior Windows : 1 " Insulating Glass to match existing , verify in field . unacceptable conditions have been corrected . Install corner guards to walls securely in accordance with manufacturer's written instructions . Install carner guards Request Substantial Completion inspection once the following are complete: accurately in location , alignment, and elevation . Advise Owner of pending insurance changeover requirements. Submit Record Drawings , Maintenance Manuals , Warranties and similar record information . Fi1'eprOOfillg ReSt01'atiOtl : Toilet Accessories : Deliver spare parts , extra stock and similar items . Submittals: Complete startup testing of systems. Provide material matching existing damaged conditian . Dacument compliance for use by governing jurisdiction . Provide appropriate dust control , ventilation or contamination Submit: Product data for each toilet accessory item specified , including construction details relative to materials, dimensions, gages, prafiles, mounting method , Remove temporary facilities and controls . methods . Prep substrate to assure proper bonding . Apply primer and prepare product per manufacturer's recommendations . Remove any overspray from adjacent surfaces . specified optians , and finishes. � e co r� d F I o � r Complete final cleanup. Schedule indicating types , quantities, sizes and installation locations (by room } far each toilet accessory item to be provided for Project. Mounting height to be Touch up , repair, replace and restore marred , exposed finishes. Fit'eStOppillg : verified with Owner prior to installation . ■ 8 Obtain final inspections from autharities having jurisdiction . Manufacturer: American Specialties , Inc. or equal . Owner to approve substittutian prior to shop drawing submittal . Provide satin finish . R � � � V � t � � � ,�' Obtain certificate of occupancy. Document compliance that each component of penetration through rated assembly matches assembly rating and meets or exceeds the governing jurisdiction's testing requirements . � ¢ tlpon receipt of a request for final inspection , Architect wrill proceed with inspection and advise the Contrac�or of unfilled requirements . Submittals to include testing agency and design number, sequence of installation , method of sealing smoke ar fire transrnission . Preparatian af surFaces should be included in the Products E Arran e for each installer of e ui m�nt that re uires o erafion and maintenance to rovide instructian ta Owner's ersonneL Toilet Tissue Dispensers: No. VT-5161 � 9 q p q P p p criteria for penetration of ducts , pipes or conduits thraugh floors and rat�d walls. a Paper Towel Dispensers : Na. TN-2 Warranties: Ma�erial to be non-taxic, non-corrosive , and non-cambustible . Provide collar at areas susceptible ta movement. Waste Receptacle : Na. 0459 � Submit written warrantees to the Architect priar to the date certified for Substantial Campletion . !f the Architect's Certifcate of Substantial Completion designates a Hand Soap Dispensers : No. 0325 � cammencement date for warranties other than fhe date af Substantiaf Completion far the Work, or as a designated portion of the Work, submit written warranties upan request of Grab Bars : Heavy duty 18 gauge grab bars ; concealed with set screws; Saton Finish straight GA3-TR series & L shaped . 1 - 1 /2 inches diameter by 36 inches long the Architect. II�I �$� I Fr� t7litlg 11� d SllppOrts : behind toilet ( Etem 9A}; 1 - 1 /2 ir�ches diameter by 42 inches long ta side of toiiet ( Item 9�}. Steel framing components for susp�ended and furred ceilings complying with ASTM C 645 and ASTM C 754. Towel Bars : GA3-TR s�ries - 36 inches iang . Curtain Rod : Na. R1 - 125SRC When the Contract Documer�ts require the Contractar, or the Contractor and a subcontractor, supplier or manufacturer to execute a special warranty, prepare a written document Wire Ties : ASTM A 641 (ASTM A 641 M ) , Class 1 zinc coating , soft temper, 0.062-inch thick. „ r � � ' ,� that contains appropriate terms and identification , ready for execution by the required parties . Submit a draft to the Owner9 through the Architect, for approval prior to final Hangers: Wire , ASTM A 641 (ASTM A 641 M ) , Class 1 zinc coating , soft temper, 0. 162-inch diameter. Curtain Pins : No. OR- 100CHSS- one pin per 6 length of rod . � � � 1/ V o n/I � ad e�w � riv� ; Shawer Seats: Right hand No. SC-2R-ADA, Left hand N�. SG2L-ADA. ' execution. Carrying Channels : Cold-rolled steel , 2 inches . Seat Cover Dispenser: Na. 0477 �C� � I , � � I a rad � � Furring Channels : 7/8-inch deep, cold-rolled channels. � At Final Completion compile (2 ) twa copies of each required warranty properly executed by the Contractor, or by the Contractor, Subcontractor, Supplier or Manufacturer. Steel framing for partitions camplying with ASTM G 645. � '� 657 Or anize the warrant documents into an orderl se uence based on each technical S ecification Headin Studs and Runners : In depth indicated and 0 . 0179-inch thick, unless otherwise indicated . 9 Y Y q p 9 • Installation : Rigid Hat-Shaped Furring Channels: In depth indicated and 0 .0179-inch thick, unless otherwise indicated . Request inspection for certification of final acceptance and finally payment, once the follawing are complete: Secure mirrors ta walls in concealed , tamperproof manner with special fingers , taggle bolts , or screws . Set units plumb, level and square at locations indicated , Furring Brackets : Adjustable serrated-arm type fabricated from corrosian-resistant steel sheet 0.0329-inch thick. Submit final payment request with releases af liens and supporting dacumentatian . Pravide double 16 gauge studs at each door jamb ; extend to structure above. Provide 20 gauge studs at 16°' O . C . behind casework; provide 25 gauge studs at 16" O.C. elsewhere; according ta manufacturer's instructions for type af substrate involved . Include insurance certificates. Install grab bars to withstand a downward load of at least 250 Ibs, complying with ASTM F 446. Submit consent of surety to final payment. unless UL assembly requires defferent gauge. Where new partitions adjoin existing construction , the new finished face shall align with the existing finished face unless noted otherwise . 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 incomplete or obligations that have not yet been fulfilled . . Overhead Coiling Shutter: Gypsurr� Board Assemblies . Provide non rated curtain to be 22 gauge interlocking slats with stainless steel finish . Guides to be 13 gauge galvanized steel . Lock to be operable on Gypsum Wallboard : ASTM C 36 , in thickness indicated , with manufacturer's standard edges. interior side only. Provide electric safety edge . Tube motor operator to be recessed in soffit above . Motor ta be sized per manufacturer's Selective Demolition . Regular Type, and Type X where required far fire-resistance-rated assemblies. Water resistant. Moisture Resistant Non-Rated Board : ASTM C 630 , in thickness indicated . Regular Type and Type X where required for fire-resistance-rated assemblies. recommendations . Accessories far Interior Installation : Cornerbead , edge trim , and control joints complying with ASTM C 1047, farmed from steel sheet zinc coated by hot-dip process ar ralled zinc. S P EC I F I C�falTl O N S Unless otherwise indicated , demolished materials become Contractor's property. Comply with EPA regulations and disposal regulations of authorities having jurisdiction . Conduct demolition without Apply appropriate acoustical and water resistant sealants at all penetrations and joints. Manufacturer/Model : Raynor UCP or equaL disrupting Owner's occupation of the building. Finishing Gypsum Board Assemblies : In accordance with GA-214 ; Level 4 finish , unless atherwise indicated ; Level 1 finish for concealed areas , unless a higher level of finish is Items indicated to be removed and salvaged remain the Owner's property. Remove, clean and pack or crate items to protect against damage. Identify contents of container and deliver to Owner's required for fire-resistance-rated assemblies ; and Level 2 finish where panels form substrates for tile . designated storage area. All light switches, telephone , electrical , data outlets, etc. indicated to be removed or relocated shall be completely removed . Patch and apply finish indicated . A cover plate will not be acceptable. SpeCi111e11 PaSS Thl'U : Provide non rated stainless steel pass thru with see thru door on lab side , and stainless steel door an Waiting Side . Size to be 12"x12"x12" . Provide ; Submit schedule indicating proposed sequence of operations for selective demolition work to Owner's Representative for review prior to start of work. Include coordination for shutoff, capping and stainlees steel wall mounting trim . Sill at 42" . � continuation of utility services as required, together with details for dust and noise control protection. DRAWN BY TR i Manufacturer/Model : Clean Rooms International , 111C. 15400 or equaL . Provide detailed sequence of demolition and removal work to ensure uninterrupted progress of Owner's on-site operations. Conduct demolition work in manner that will minimize need for disruption of CHK'D BY CD , Owners normal operations. COPYRIGHT O 2007 BY DAVIS PARTNERSHIP P.C., ARCHITECTS Maintain and protect existing utilities to remain in service before proceeding with demolition, providing bypass connections to other parts of the building . Locate, identify, shut off, disconnect, and cap sHEer NunneeR: off utility services ta be demolished . Protect remaining walls, ceilings, floors, and exposed finishes. Erect and maintain dustproof partitions. Cover and protect remaining furniture, fumishings, and EiIC� Of Sp@CIfICc'�t101'1S i 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 Owner's property and legally dispose of them . Do not bum demolished materials. � a D . P .A. PROJECT # 06929 . 00 � _ _ _ _ _ _ � � � � � � � �� iNTERI � R � INI � HES � ENER �► L iV0 'fES � INISH � CHEDULE _ � oo � 1, ALL FINISH SAMPLES TO BE SUBMITTED TO ARCHITECT FOR �►PPROVAL PRIOR TO ORDERI(dG. CONTRACTOR TO VERIFY AVAlL�►BILITY AN� STOCK O� N0. NAME FLOOR BASE WALL CEILING REMARKS � � ZE � � � E FIRE MATERIALS AND ALLOiN ENOUGH TIME TO RECEIVED GOODS FOR INSTALLATION �'O OCCUR AT REQUIRED TIMES. NORTH EAST SOUTH wEST N U M B E 6� TY � E �-� s N � S ET � �TE S �. CONTRACYOR SHALL PATCH AND REP141R EXISTING WALLS, FLOORS AND CEILlNGS AS REQUIRED FOLLOWING DEMOLITION OF EXISTING PARTIYIONS AIdD 200 PHYSICIAN 'S CPT1 RB1 PT2 PT2 PT2 PT2 ACT1 NQTE 3 WD HC�T � H � MA�fL MATL TYPE LABEL N � i EXIS'�ING IFINlSHES. PATCHED AREAS SHALL BE UNDETECTABLE. 2d1 SLEEP CPT1 RB1 PT2 PT2 PT2 PT2 ACT1 NQTE 3 � � � � AI�C � � l. tS 202 SHOWER CFT1 CB 1 PT1 , CT 1 ,2,3,4 PT1 , CT 1 , 2 ,3,4 PT1 , CT 1 ,2,3, 4 PT1 , GT 1 ,2,3,4 ACT2 NOTE 1 , 2 . 3 3. WFIEFtE NEW PARTITIONS ADJOIN EXISTING BUILDING PARTITIONS, THE NEVIf PARTiTION FINISH SHALL ALIGN WITH EXISTING FINISFi. 203 SLEEP CPT1 RB1 PT2 PT2 PT2 PT2 ACT1 NOTE 3 200 D1 3 � -O �� 7 } -O�� 1 3 4�� WOOD HM F1 - - G - - FINISHED SURFACES OF NEW WORK MEETING EXlSTING CONSTRUCTiON OF SIMILAR MA'T�RI/iLS IN THE SAME PLANE SHALL. BE FLUSFI VUITH NO VISIBLE 2p4 CORRIDdR CPT1 RB1 PT2 PT2 PT2 PT2 ACT1 NQTE 3 201 D1 3 � -O �� 7 � - O�� 1 3 4�� WOOD HM F1 - - D - - JOINT SHOWING. WHEfVEVEFi EXISTING FINISH MATERlAL ANDI OR SURFACES MUS�' BE Cl1T OFi OPENED, THIS IS TO BE REPAlRE� AND RESTORED SO 2a5 MICROBIOLOGY SV1 R62 PT7 PT7 PT7 PT7 ACT2 NOTE 4 202 D1 3 } - O �f 7 � - O �� 1 3 4�� WOOD HM F1 - - L - - T'HAT THE FINlSHED PA'PCH IS UNDETEGTABLE N1VD MATCFIES l�I�JOINING AND ORIGINAL WORK IN E!►ERY WAY. 206 TANKS SV1 RB2 PT6 PT6 PT6 PT6 ACT2 NOTE 4 �03 D1 3 � - 0 �� 7 � - 0 �� 1 3 4�i WaOD HM F1 - - L - - 4. iMHERE CONSTFiUC�ION HAS DISRl1PTED THE EXI�TING 1(dRLLS, �LOORS, CEILING�. ETC. 'fHE FOLL�WING SHALL OCCIlR� 207 BIOHAZARD SV1 RB2 PT6 PT6 PT6 PT6 ACT2 NOTE 4 204 D1 3 � - O �} 7 � -O�� 1 3 4 �� WOOD HM F1 - - � - - A. WHEFtE WALLS HAVE �EEN REPAIRED AND PATCHED. �FiE ENTIRE WALL IS T� BE REP/�l(VTED, SO THAT THE PATCH IS UNDETECTABLE 208 SLEEP CPT1 RB1 PT2 PT2 PT2 PT2 AGT2 NOTE 3 2Q5 DZ 3 � -O �� 7 � -O�� 1 3 4 �� WOOD HM F1 - - B - - 2301 BLAKE ST. , STE. #900 209 LAB SV1 RB2 PT6 PT7 PT6 PT7 ACT2 NOTE 4, 5 206 Q1 3 � - 0 �� 7 � - 0�� 1 3 4�� WOOD NM F1 - - F - - DENVER, COLOF2AD080205 ACRC�SS THE ENTIRE WALL SUFdFACE. , „ , „ „ 3d3.861 .8555 F.303.861 .3027 �, iAIHERE VIP�ILL �9\SE FiAS �EEN REPA�IRED �IfVD Pl�T'CHE�. NElIN ��►SE TO (Vi/�'PCH EXISTiNG SHALL lPIFIL� 2°-�• !N EI7'HEFi �IFtE�TlON OF T'FI� 21Q BLOOD DRAW SV1 R62 PT1 PT3 PT1 PT1 AGT2 NOTE 4 20$ D1 3 -0 7 - 0 1 3 4 WOOD HM F1 - - L - - ` P TC P i (5'- ' L! E FE T TClT�L,D T A!C T E � TC; tJ ETE�TA L . 211 PROCESSING CPT1 RB1 PT3 PT1 PT1 PT1 AGT1 NOTE 4 �09 D2 3t - 0 }� 7 � - Q �} 1 3 4}� waa � HM F1 - - A - - 0225 MAIM1I STREE� . lJNiT C101 . I , , �o I 1(L L !. I 1 Il. I 1'I L 212 WAITiNG CPT1 RB1 PT1 PT1 PT1 PT3 EAST END PT1 ACT1 NOTE 4 210 D1 3 / - 0 " 7t - Q " 1 3 4 " waaa HM F1 - - F - - �DwaRDS , COLd DO 81632 y0q� y' / `9' `� 'q' 97d.926 .8960 F.970.926.8961 ' '8�6. B� � I F ' ' 1 � { P� s 0 1 � � ! � � . ) n 7 )/ f1 _ � � � �� . 213 TOfLET CFT1 GB1 PT1 , GT 1 „2 ,3,4 PT1 , CT 1 , 2 , 3,4 PTi , CT 1 ,2, 3,4 PT1 , GT 1 , 2,3,4 PT� NdTE 1 , 2, 4 211 D2 3 - 0 7 -0 1 i 4 OOD HM F1 K �. V9►E-fERE C:EILlId(a FB�� EEN FdEPAIRE� l4fVD P�4�'C9-IE�, R1E1/Iff CoEILInIE'a �CFtI�, ACOU rT'IG�L. CE9Li1dGi �IL.�, I4f�SD/OR C°aYP^.�IJ�VI ��7�Fi� 'TC� lv9�TCFf 214 LOBBY CPT1 RB PT2 PT2 PT5 PT5 ACTS NOTE 3 212 D3 3 � - 0 �} 7A -0�� 1 3 4�� WOOD HM F1 - - G - - I °it L 1 ILL °- • l 1( I �1 °T T ' � '' e 8 � � Tt � T � � 216 OFFICE CPT1 R61 PT3 PT3 PT3 PT1 ACT1 NOTE 4 213 D1 3 ' - OF' 7 } -0'v 1 3 48f OOD HM F1 - - C - - � . ' '�' � / �� 8 � p � L � e � I � C ) 8H f f8 )) _ 7 L . ILI T 1 0 9 � i I 217 OFFICE CPT1 R61 PT3 PT1 PT3 PT3 ACT1 NOTE 4 216 D2 3 - 0 7 - Q 1 3 4 QOD HM F1 - - A _ _ REP�►01V�ED, �(3 TF9�1T TFI� �A7°CH 9� IDNDE°CEC°f�4�LE l4CFiOSS 'THE E6VTlRE CEIL99VC� �LANE. 218 MEETING WORK CPT1 RB1 PT5 PT1 PT1 PT1 ACT1 NdTE 4 217 D2 3 + -OP, 7r - O �p 1 3 4�i wooa HM F1 - - A - - � a I 1 I L � ' � ' ' � 0 � ' � 219 BREAK CPT1 RB1 PT1 PT3 PT3 PT1 ACT1 NOTE 4 � 18 �2 3 + -0 " 7 ' - Q '} 1 3 4 " �OD HM F1 = y A � _ ��8�� . 219 D2 3 ' - 0 „ 7 ' -0 „ 1 3 4" waaa HM F1 � 220 D3 3 , - 0 „ 7 ' - 0" 1 3 4 " waa � NM F1 - - G - - v I �i ' � ' i , i i , � � L� � -r L . 231 D1 3 ' _ 0„ 7 ' -0" 1 3 4 " OQD HM F1 - - F - - T T J I I T9 l.L L , 'f . L / 1 L T I TI I I T L ANm Pu9ATCH IN 'PEXTURE �ND FINISFi 1dVITH ADJACENT Sl1FiFACES. FLOAT PATCHES I�ND .DOINTS A MlNIMUM OF 24° Wl�E TO �LEND. �. Ct�NTRACTOFi SHALL 'TAKE CARE TO PFiOTECT ALL NEiMLY INSTALLED NlATERlAL.S AIVD FINISHES UNTIL WORK IS FORMALLY ACCEPTED �Y THE � � � � � � � � � � � � � � � � � � � � � � � � ARCtiITECT I�ND 01iVNEFi. DAINAGED ITEMS OFi FINISHES ARE TO BE FiEPA9RED OR REPLACED. AS REG�UiRED BY THE ARCHITECT. ABBREV. TYPE RECOMMENDED MANUFACTURER SIZE PRODUCT ID & COLOR �. AL� FLOOR TRANSITIONS TO OCCUR AT THE CENTERLINE OF TFIE DOOR UNLESS OTHEAWlSE NOTED. FLOOR TRANSITiOfd 3TRIPS SHAi.L BE SUBMITTED - - - NO NEW FINISH 'TO ARCHITECT FOR COLOR SELECTION. �LOOR TFiANSITIONS REQUIRED AT ALL CIiANGES IN FLOOFt MATERIAL.S. 1. HINGES TO BE HEAVY DUTY. LOW USE DQ❑RS CAN BE MEDIUM 1, ALL WELDED FRAMES WITHIN THE W�RK aREa T❑ BE PAINTED. ACT1 ACOUSTICAL TILE ARMSTRONG 24"X24" FINE- FISSURED SQUARE tAY-IN 1810 DUTY. PR❑VIDE BALL BEARING TYPE, a-ii2•xa-ii2°, 3 PER LEAF � FOR DO❑RS 7`-0' HIGH AND LESS, 4 PER �EAF F�R DDORS ❑VER 2. HOLL�W METAL FRAMES T❑ MEET SDI CSTEE� D❑OR INSTITUTES REQUIREMENTS, 9. ALL METAL ACCESS DOORS. ELECTRICl�L PANELS, FIRE tiOSE CA�INETS. FIRE EXTINGUISHER CABINETS, ET�.. 70 BE P/41N'�ED TO 91AATCH ADJACENT WALL �> �� s�-o' HIGH. HINGES T� BE BRUSHED CHR❑ME, WITH FLAT surroN INCLUDING SDI-105-91 AND SDI-100-9L ACT2 ACOUSTICAL TILE ARMSTRONG 24 X24 C�EAN ROdM VL TIPS AND N❑N-REMOVABLE PINS AT EXTERIOR D❑ORS. COLOF�. 3, INTERI❑R WD�D D�❑RS TO BE 5-PLY MARSHFIELD DDORS. 1�. CONTRACT�R TO REMOVE �►ND FiE-l1SE EXISTiN� WO�D �LINDS. MODIFY IF NEGESSAR�f. CG CORNER GUARD IN PRO 45�� HIGH OATMEAL �, ALL D❑�R HANDLES T� BE LEVER TYPEJ ADA COMPLIANT, 4. DOORS TO BE FLUSH DESIGN, i-3/4' TNICK, SEAMLESS FACE AND EDGE CONSTRUCTION. 3. TYPICAL HARDWARE� 5. DD❑R ASSEMBLIES IN INTERI❑R PARTITI❑NS ARE 6' FR❑M FINISHED FACE ❑F ADJACENT 11. EXTEND EXI�TING FINISH AS REQUIRED WHERE DEMOLITIOP! FIAS REMOVED FINISH. INFILL FLUSFi A(dD M�►TCH EXISTING UNLESS NOTED OTFiERWISE. PL1 PLASTIC LAMINATE WILSONART 4739 - 60 (HORIZONTALS) HzN�ES T4A3786 5 X 4 1/2 uss2n PARTITION T❑ THE EDGE ❑F THE D❑❑R LEAF UNLESS N�TED OTHERWISE. _ _ PassaGE sEr wDios RH❑ �z6 scNLaGE PL2 PL4STIC LAMINATE FORMICA 958-58 BEIGE (VERTICALS} WALL BUMPER WS407CCV US32D IVES � IL T T T L tT T' I . , IL T 1 I 1 • " T . LL sM❑KE sEaL sss n 20° PEMK❑ F3AiLS TO RE'PURN �O VVALL. ST❑RE R❑OM L❑CKSET ND80PD RH❑ 10°025 626 SCHLAGE ISSUE/REVISION DATE NO. RB1 RUBBER BASE ROPPE 4" HIGH � 172 GHAMPAGNE CL❑SER 4041 US32D LCN RB2 RUBBER BASE ROPPE - 4" HIGH # 140 FAWN ❑FFICE L�CKSET ND53PD RH❑ 10-025 6Z6 SCHLAGE I�ROGFZESS SE� rJ/ 'I7/O7 WD1 WOOD BASE 4" HIGH OAK TO MATCH DQORS CONSTRUCTION DOCIDMEN�'S 6i1 /07 � CPT1 CARPET LEES CARPET BROADL40M D7796 VIRTUE 354 LINEN TOi! COMN9ENTS 7/11 /07 � � � � � � � � � � � � � � °�° � � � � � � � ' � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � SV1 SHEEf VINYL ARMSTRONG ROLL � EDINTECH 86441 COLOR FLE�K , WELDING ROD TO MATCH Y 1e FdEF�Fi TO OFITEFiIl7R ELEVATB�NS FOFi li�If�Fi7 OF CEFt�►MIIC °TI�E PT1 PAINT SNERWIN WI �LIAMS VELLUM SWi 116 PT2 P,41NT SHERWIN WILLiAMS CROISSANT SW9114 HARDWARE SET A: FiARDW�4RE SET E: HARDWARE SET K: 0 I � � ��° N�T USED KEYP� B ENTRY - N ❑N — RATED� '�' � ' '_ PT3 PAINT BENJ,4MIN MOORE NUGGET AC-9 ❑ FFICE - ��iV -RATEII ; f f I I � CT1 CT1 CT1 CT1 PT4 PAINT SHERW6N 4VILLlAt�S BRYCE ROSE SW2293 EACi� �PENIfVG T❑ H �VE: HARDrN�RE SET F: EACH ❑ PEIVING T❑ H,4VEa Q ' � PT5 PAINT SHERWIN WI �LlAMS CABERNET 2116- 30 3 HIfVGES ST�RE�2❑�P1 - €U � N -RATED: 1 KEYPAiD L ❑ C6CSE1" I H- m PT6 PAINT BENJAMIN hAdORE �URMESE JADITE SW1 f �8 1 ❑ � FICE L ❑ CPCSET 3 SI�ENCEI2S ° 1 W �L � BIJh�PER ❑ R FL❑�� ST�P EACH ❑PENING T � HAOl �e o I 1 e CT3 CT3 CT3 CT3 CT3 CT3 CT3 CT3 CT3 CT3 CT3 CT3 PT7 PAINT SHERWIN WILLIAMS GRASSLAND SW6163 3 � ILENCERS 3 HINGES 1 WALL BUMPER 1 L6CKSET q�, �FtCDVIDE PT2 /�T !iM FFtAI�AES. CT2 CT4 CT2 CT4 CT2 CT4 GT2 CT4 CT2 CT4 CT2 CT4 CB1 CERAMIC COVE BASE AMERIGAN OLEAN 4" HIGH SATIN TAUPE MIST D59 1 WALL BUMPER HARDWARE SET L: NARdWARE SET B: � S. COLUNANS AND SO�FIT ABO�/E TO BE PT�. PASSAGE — NON —RATED� HARDWARE SET G: PRIVACY L �CK SET — N❑ N — RATED � '' CT3 CT3 CT3 CT3 CT3 CT3 CT3 CT3 CT3 CT3 CT3 CT3 CT1 CERAMIC TILE AMERICAN OLEAN 6"X6 " SATIN ALMOND D12 � �� » EACH ❑ PENING T❑ HAVE� ENTRY — N�N — RATED� EACH �PENING T❑ HAVE; � � �L � � CT2 CERAMIC TILE AMERICAN OLEAN 2 X2 SATIN MAIZE DO6 3 HINGES CT3 CERAMIC TILE AMERICAN OLEAN 2"X2 " SATIN TAUPE MIST D59 3 HINGES EACH ❑PENING T ❑ HAVE: 1 PRIVACY SET �� 1 PASSAGE SET 3 HINGES 1 WALL BUMPER � � CTt CTl CT1 GTt CT4 CERAMIC TILE AMERICAN OLEAN 2"X2 " BURGUNDY Y73 1 WALL BUMPER ❑R FL ❑❑ R ST ❑P 1 ❑ FFICE L ❑CKSET SET 1 C❑ AT H❑�K �� ` 3 SILENCERS 1 WALL BUMPER �"��iV� � 1 DEADB ❑LT WITN ❑ CCUPIED � C�f 1 CERAMIC TILE AMERICAN OLEAN 2"X2 �� TAUPE ALMOND SY03 HARDWARE SET C: HARDWARE SET H: 3 SILENCERS � � ��,��5 � PRIVACY L❑ CK SET - N ❑ N - RATED, ENTRY - N❑ N-RaTED: HARDWARE SETJ : ��"� ��'�� EACH �PENING T ❑ HAVE: EACH ❑ PENING T� HAVE, KEYPAD ENTRY — N❑ N —RATED � �� R0 � 3 HINGES 3 HINGES � � �� 1 PRIVACY SET i LOCKSET SET EACH �PENING T ❑ HAVE � ° 1 WALL BUMPER 3 SILENCERS 3 HINGES 3 SILENCERS 1 WALL BUMPER 1 KEYPAD L ❑CKSET i C❑AT H ❑ ❑ K 1 WALL BUMPER 1 DEADBOLT WITH �CCUPIED 3 SILENCERS ; HARDWARE SET D: ❑ FFICE — fV❑ N — R �iTED; EACH �PENIfJG T ❑ HAVE. 3 HINGES 1 KEYPAD L ❑CKSET � , 1 DE �DB❑ LT WITN l7CCUPIED SIGN 1 � MaKE SEAL � � � 1 WALL BUMPER 1 D ❑ �6� �� TT � M �� . � � � � � � �. � � � nt � e VARIES VARIES VARIES > ,� n , H „ 6� 2 -0 6 TEMPERED 9" � -6 ' 9 TEMPERED � GLASS GLASS � � . . . � . . . . . . N ' . . . � . `� Second Flo � r , 0 0 � o , , � � � � :° R � r� ovations � gy �. _ 0 � . . � . . � . . � . . . . . . N . . . � WOQD DOOR WOOD DOOR WOOd DC70R � , WITH WINDOW WITH WINDaW � � � �,. � � 1 � 2 D3 � � D � � I� 1' YPES • � 1 � 1 V�/ . �/I � adc�w Drive Vail , Colorado � 1657 � . . . � . . 2n 2H . �� .. � VARIES � 1 '-6" N : -�� N FINISH / DOOR 12 TEMPERED SCHEDULES � TVPE �7 as.o � _ c�ASs o � � ` � I � 13 `' A8.0 � DRAWN BY TR � ~' N CHK'D BY CD �' INTERI �R INTERI �R H❑LL❑ W METAL H❑LL� W METAL COPYRIGHT OO 2007 BY DAVIS PARTNERSHIP P.C., ARCHITECTS WIND❑ W FRAME SHEET NUMBER: . F1 W1 � RQME TYPES ' D . P .A. PROJECT # 06929 . 00 i � '� I � I ; � i : � li � � ! I � • ' � ArChlt CtS . i 2301 BLAKE ST. , STE. #100 � DENVER, COLORADO 80205 303.861 .8555 F.303.861 .3027 �; � i 0225 6VI/�IN STREET . UNIT C10� '" A EDWARDS , COLO D(� 81632 970.926 .8960 F.97Q.926.8961 � C i i � � � � I � _ � � � � � . STAIR � � . . . . � . . . - , . . . . . . . . . . � � . � t E . ; g 1 � i � I : .� _ f � � � ; ; ; i � iSSUE/REi/ISION DATE NO. € � PFZOGRESS SET 5/17/07 � CONSTRl1CTIOR! DOCUMENTS 6/ 1 /07 T�V COMMEIUTS 7i11 /07 , � P� RKI � � � TRIJ �Tl1 E ' s ; � � ; I ` I � _ � � �� , ' �� ,� 20�� PeqRl" ITI � N LEGE �ID -. : u � � ��,� ��`� � � �� t � �� s �E P TiT � � � , � 95'-0„ , -- - , � , , � � ;< < , ,. . 1 I � � i ' � .- € o��m�� 2 HR FIRE BARRIER ..;:. � , , . _ � . , - ' � I �� € `- - - -� ° • t � ,� � ° .. . �. � �n I / I � � � � � � � � � � a � � � ,��. ��ar, Fr � � .- � 47 OCCU �NTS � � � s 71 OCCUPANTS � j � 6�g�� * �-,- REQUIRED �GRESS Wi6T�-I 8.2" RE4UIRED EGRESS WIDTN= 14.2" , ; I �� . -- � � PRdVIDED �lIDTH=42" � ' - . pp °�- PROVIDED WIDTH-41 " , � � _ �� FI1�� /-1�� 1 � � � - � � � � � � � ( � . , ° I ' ' , '_ �t � ' � 6 , .<;.. ,, , . ft�NS�#�NC�fFaNE^.�H ` G g ° C � 184 � 1171 S . F . " : ` _ � 3 STAIR � BATH / : . . _ ; g m Po�NGET � , - -- 2 F . ; 1171 /1 a = � �, � . .. : � � s C 25 � 2031 10 _ - . . . . . . . . � . ..... ..._. �} ❑ 7-BR (��(� �'y . . . . . . . . . . . . � �� V � � � 1 �� ' ; � � � �9 -` 2030 I �� 2032 1 . � � � � VV —L� � . � . � ' A 1 � i �� STAIR � . ` , � . . . . . . . . . . � � � � � " .� .� I � . .. . . � � � .;;': � E � � .+ ,. — . .. . . . ! € � . / / 4 � - - � ! � . a�: � ' / � . . . . . �tf�ff�lf \ _.��_,�� , _ i � i1 �S� tJ �� I V �� ; en7 � ` ( }��I ' %' % J � ---= REQUI d WIDTH =3 8" , _ : . . _ ., � . '� C�5' j zomi to ♦ � � ' E � � �� r � PROVI D WIDTH=S 0" ° RE UIRED WIDTH=8'-0" coRRiDOR . . . � � � � '� 2029 2 BATH _ _ ( � ! .� �(} (�� p () � 104$/ 100 = � 1 -�� . - ,4 -rYPic aT a occ ,ar�cv � � � zao i ; � PRd DED WIDTH=8'-0" � j zo3s io , . 4 �� TYPICAL T I-2 dCCUPANCY s z_BR , - - ; � . . f � � �u '- 3 z [ " � i , [ � , ,, . _. :. l � / 2034 1 -/` e � � / Lo p �� ' ' � r � � \ � q� . � ` ` 20281 ' �� ..._..—� . 2'BR :� . . .. � � 2 `3 v 0 � � �� I � � , i '�j� MECH. � � 3 I � ° STAIR p . . � . � \ / 2�36 1 �, � s € � _ � � � � . � � 2003 I � 20 410 \ / / BATH 3 ?0 � , � PH�►RM��Y/ :� iV� ECH / ELEC ELECT. � i ..� � � € € zoz � ; �oz � zo35 � o _ _ / l - ' RE�a�(�L €� 928 S . F . ° �+E ��+t ' �+ f�� + �+ + �� ff +� + , � � � NOTES : � ' , � I . - NFPA 101 DOES NOT ALLOW I -2 OCCUPANCY TO EGRESS » � � � �� L - - - PH ��Y ' ('�n q ^ . . . . . � E � � PED. T� ILET il � � � - - - 1 �' � 741 S . F . ;� �7L�/JOO—""1' . � � �...- . . . . . THROUGH AN ATRIUM . � , , zo3, � zo3s , s � � �� r � Z_BR z B TH � � �, � � / 741 /100 -8 �� t ` � - PER SECTION 1014 . 2 . 1 .2 , THE SEPARATION DISTANCE zoos 1 � � � °610 ' � pRIMARY � �' � - - -- - - - �� SHALL NOT BE LESS THEN ONE-THIRD WHEfV FULLY SPRINKLED . � , � zoz5� � � 40 ` _ �� 29 t i - PER SECTION 1013 . 3 SPRINKLED B OCCUPANCY ALLOWS 100' � �� RE UNI�T `J�"y � �+ � � � � , - � -- 40 OCCUPANTS MECfI�/?�e;ll� �s E FOR LENGTH OF COMMON PATH OF EGRESS . I , ' 5 , 292 S . F . ; Ha�coNY REQUIRED EGRESS WI =8° = 1 03e � ° £ � � � � BA H I 273 PROVIDED WIDTH=70" II ' �g/�'� � � °" . - PER ABLE 302 . 3 .2 , OCCUPANCY SEPARATION BETWEEN �oa, , � , �o e �o `� 5 , 292/ 120 = 128 � � � ,� ELEC. TELE. � � �3��J�J� �� € . . \ � PED. T�ILET 275- 275 � �� I � � . 1 -2 AND B = 2 FiOUR. OCCIJPANCY SEPARATION BETWEEN B AND ', �°4° 1 z°3915 1 � � I � t7'G — L flO � f1. � . � �. � . \\ [' �. �. . E � 276P R�OM (�B��I�ER R��M ' € � . . � . . . � E [ �J � � � � i � E CLEAN �� i € � S � c � nd Fla � r � � . . � � . � � . . � � � � � 3 HA H � 202317 ` � . � F F . . . , � . . . . . 2-BR / 20 910 i POST P�1 POST P�ST CLEAN i � � 2010 1 � " , � C� I R OFFICE SOI � MECH. � :! , � �� E PARTUM � 1 PARTUM 2 PARTUM PARTUM SUPP�Y � / . i . ■ � m '- m � 232 � 233 234 � 235 0 � � � � � � � � � ' � � � E X I S T I N G S i V I O K E C C� M P A R T i V I E I V T-W E S T z042 20411 204216 �o43z4 � 27z 265 / i / � � 1 �8 SF il�ll (--� � � SH�WER � 1 E � / °' / i 15 , 292 S � � � BA H � zozz � z zoz � � � , � 2�. ; � , - � ' � . . � � � � ] Z-BR 20 210 2020a3 P � R � � RECOVERY ,,. � C-SECTION � � � � /� I T T . � . j � 72 OCCUPANTS �� zoi i i � 0 m �� roi eea � �66 � 1 V i i � ' 1 � ! � � € REQUIRED EGRESS WIDTN= 14.4" / � � g z3 233- zss r, r PROVIDEd WIDTH=39° � E � � , � a ! r �-�. € � � ��E ,,, � � � 64 � � ; ` ` • � o; ; � � � , , , ' � 5 , 7 '� � F� 1 � o � � F � 5 � � . . � / q!� � DICT. 2012 I ❑ BATH _ f � � ` ` � � � � � � / � CORR � � TERI F � . . � . . � / , E E�269 8ENCE � � E202 p045 6 = � \ �` ` � o19 s il�j ' 269 .._ 267 ... � � f� � . . . . � --� . / � 7� � E271 B . . . "---�� . \ � ` . ♦ 0 � i :� � I� 2-BR i 2' K �� 2 BR s E � '� � � � . � E264 9 F L�265 9 !i E266 9 LOUNGE 6� ` . � � � . I 3 �OBHY � tJJJ � � �Q,i / � i g :a � .___._._.___4..��.� 1� � � . �� 2019 7 TE ECOM \ E20930 � � .� � � a �e / AN � � p . � E� RO M . ` — y S�ILE➢ . 6 . g �y ? � - `� ,! ILITY e � €� � � @ � ,� JAN - L�CKERS A /� ' � � � � � � LINEN � � NURSERY • 24 256 � � � � � . o �/ �� • STAIR ' �e i CLEAN NURSE C�RR D�R pqNTRY ` \ ) E �§ � � � �� 24�DING .� ` OFFICE � � / � 824SF � SHWR . . � � i � � r r . IVl � ado�v � rive . ; 2-BR � 2-BR / 2016 3 . 247 SLEEP . I � / ' ` � � B 26 � E260 9 s E261 9 � � E270 - E273 - 201 8 2� 15 1 62 SF ' OFFICE € t !�—�� . . , •� 249 / . `' 26� � • I € I I � � 11 639 S . F . o � � � � I' o � :: � 72 � �� , , � �� `� � �€ � 2046 5 �,r? � 19639/120=97 z° �z4a ' � ��W� z°oR � 9 IL � �� c"� II , � ol � rado T : : , _ _ ,: _ _ � - - : . ` � �, � �.� �� , . . '� _ _ �: � �� S F . . . � . L : / N � _ _ _ _ _ � � � � _ � � . � . HATH � BATH / HATH BATH BATH - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 \ � _ � . C�RR � � / � . . . � .. ` UTd IT L�UNGE � � . . . . . . 157 z41 � , . � • � •, z55 257 � � . _ _ _ _ — � E'c48 - — — . . .. . _ _ _ — _ _ _ _ ' C�'� / .. . 1263 ? � . . . . � E238 ' 3 � . \ ` � . � . . . . . I �" s 256 � � . . . ' � � �] RECEPT � � • ��. MEN'S �� SHOVER �� !� � 7J �-73 OGCUPA T � . � 243 / � �. � SL� M � � � � ! . �� . � . �� . . I � Ef Ef SOIL � ST R � 253 �i 261 ii � � E253 - „J �� .� ;� HATH � T� ILET �REQUIRED EG S — � � � [. � �a � � � � � � E237 ' A 26 . � �, S: � . ` €, � � � � � ! � , ` �j E236 - _ 123 SF E216 - iT PROVIDE =42 � � ' �? � � � � ,� '. � . E � Vl : PASSAGE /� �� . : � . . � € � � � i E217 - � � � � � � E � � BATH BNTH � BATH HATH €E HATH ; BATH ? BATH � � /� . � � � � � ANTE :€ � : . JAN [ TD I I` MED/tIK TOILET . .i . � � � . . � . � � E258 - E25 - � E249 - E247 �! E244 - j . E243 - € E240 - � � � DICT. � � 49 �CCI�PAN � � � � � � � � � � � � � E252 ' �� E234 IB � E232 ' E211 - � . � . i -aR � € � Pas GE � E23t - — � � coRR REQUIRED EGR SS WIDTH=9.8" � � � � E257 9 ��' � . a . L�UNGE . E23 ' � TOIL � � 241 � o PROVIDED WID =42� � . . � � . . . � . . � � . � NURSE � 1 -BR gqTH 2-BR 2-HR 2-HR 2-BR i 2 BR E239 9 PpNTRY ' CU E229 _ CLEAN 236 • 0 STOR. . � STOR. � � � � / E256 9 E254 - E250 9 E246 9 �. E245 9 E242 9 � E241 9 . � E235 18 � � E218 - � , i - z37 � 238 � 23q �{�}{�� 4 �� 15 �� V/�/ , ISO RM . E; � ; ! � �� 2289 S . F . �I � f / 2 OR x � . .i . . � . i , . � gg, Ezsl �e !� i EOUIP. ANTE , . e a . a a : L I F E SAF ETY P L�N E2�8 �� 2289/ 120=20 E219 - 2 ' � o- a * ; , � I . . . . .. . �� `j � � 225 • 26- TOIL � . , � `�� 231_ � � SE � ON � FLOOR . . � � � � E230 � " / � � � , E y� . . . � . . �€ � � , � � i � � . . I. C. U. I. C. U. I . C. U. ; I. C. U. WA[TINCy � � � � � . � . � . . � . , . � � E227 2 Ez24 2 E22322 j E22 18 236 � � . . . � E i � ! STAIR . � . � � � . . , : � � . � � TOILET TOILET TOILET � TO7LET � �� E LDRP 2 LDRP 3 LDRP 4 LDRP 5 � � LDRP 6 � LDRP � � II24� . � � � � � g LDRP 1 : � p � � � E22618 E22518 E22218 � � � 225 226 227 228 229 � � 230 � 231 € . . . £ £ i ' � � 168� � DRAWN BY CD E € i 2 j �1 �I'Y S N �k�BYFILE A1 - 2fpl . dwg EXISTING SMOKE CC� MPARTMENT— CENTf�AL � � 9 �J � O S F COPYRIGHT OO 2007 BY DAVIS PARTNERSHIP P.C., ARCHITECTS i SHEET NUMBER: � ', � � � LIFE SAFETY PLAN — SECOND FLOOR ' � , /, s° _ , '-o° 0 8 ' 1 6 ' � D . P .A. PROJECT # 06929 . 00 , I , � � � _ _ _ _ _ _ � i � � , , ¢ ; � � � � � � � � , '� , , ; , , � � ' � . " � Archlt cts � � � � � � ■ � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ■ � � � � � � � � � � � � � � � � � � � � � � � � � � � ■ � � � � e � � � � � � � � � e � e � � � � e � � � � � � � � � � � e e � � � e � � I ■ � , , , - „ „ � � � � � � � V � � � � � � � � � � � � � � � 4 , l � i I � i i � , .� � i i � � � i i . , —� � i � � i � � t i � � 23d1 BLAKE ST., STE. #100 i i L _ J , , i i � � � � i � � i � i o DENVER, COLORADO 8d205 ii � i i ii � a � � � � � � � � � 3Q3.861 .8555 F. 303.861 .3027 i . 4/ I ' � ' I . / I ' I ' � I { ' I I 1 ' ' E .. F a ' � � ' a i e I t ' � a o E a � � � � , EDWARDS, COLORADO $ 1632 . ' � � i i c � i i ' o , ► r � , /\ ' ' � � ' ' ' ' ' ' i � � - 0225 MAIN STREET . 11N6T C101 � < � � ,� ' L � i I � L � \', � � o � � � o � � � a � � � ` � � 970.926.8960 F.970.926.8961 � — — — � � — � — � —� — — -s oo — -� — — -o i � s � ie — � .� ai s � i (— T � � a , � � � � � � � � 0 .- o � � . � r 3 0 0 � . r � e LsJ o t . � 3 � � o � � i s s a � � ' e � � � � € � ;, � r � � — — — — � � � � il— i --� oe ° ` �° — � �� A � s a0 � i as e t:. � � x � � � r — e � � — s � � / — ' i e e � , _ _ ° t— — — � ] —aA 01 ao t � 3 ii � ,. � � _ _ C � L _ _ - � _ _ � � � � . - 1 ' � r � � � ` � � s r � . arr ° � E :p,: � �� , � d - - - - � - - - - - - - - - - - - - � - - - �- - - - _ J � o _ _ � _ _ _ � _ � � _ _ � m � _ � _ - - - - - - - - � _ _ � _ � _ _ � _ _ � _ - - - - � � - - � _ _ o - _ L _ _ J ` � ,�� ---��— - - - - � — — — — — — — — — — — � � — — — — — — — — �- — — — — , � - - - - � — � — — — — — — — � �- — — — — — — — — — � — — — � � T -11— — — — — — — — — — — — — — — —� a � —_ —� — — — — � f— - - - - , I�� s � o ° te � i � � �" — � � �� s � i i ' � � s ' � � �---� � F , .. , , —A _ a as i � � a � i e � a i ° � � . I— � - - -� � � � - - I—r �� p-�r —I _ - -a � . �. ` i s a i i i ` �- _ e � �.� �-� � - -� s ` �- - � �� i.L �J � a �--� i ;. � � � i a L � L �� l. � , � C— _I _ � a � L _ _ I— —1-� �-� -� _ _ J r � e � o � � � � � r _ _ _ - - - - - - - - - -fl-a � �- _ _ l_ �J l� _ = � = � � � � ��o== �_� 1 � _ - - _ � � �I �L - - - - � - � � � �, � � � � � � � _ � � � � � � � o � 3 r - - � i � � i � l � s � ` � sil � , � � � i (� r _ _� - - —i � i I L — — — — -� i � � �- — — —� � � i � � � L � � �/ — i �� r � ; � � i i � � i �— � —� i i �— —� � � i !--�. 4 � � ■ � i � ii � � � 3 � ii � ,— — � � i � r � � � i i � i � ` ' � I ■ � � � � , � i i ii , � � � �— — —� � R- ' ' � � � ' i i ' , , ! t ' ' i i ti , �— — — — — —� � � � i � , — � i 4 � � � � � , i � � i i ( � , i i ; a ■ � - - - - - - - - - - �--�- - - � � � � - - - - - - - - - - - - � - - - - - - - - - - - - � � � � � - - - - - - - - - - - - - - L1 � - i �- - - - -� � ^/ � - - - - - - - - - - - � L - � - - - - - - � - - - - - - - - -, � � �� — � �— — — — — — — — — — — — — — — — — � � L — — — — — — — — - — — — — — — — — — — — — — — — — — — —f � — — — — — — — — — — — — — — — — — — — — — � � Z — — — —r —' — — — — — — — — — — — — — — — — — — — — — � — — — — — — - ■ i � i � � �� Ii � — �— _ - �I — — — ; i � � � � . i � i � i i � � � ii : ■ � ; � � � � r \ � , � s � ` . € � E � , � � � � � � � � ' i � � � I � i � ; ` � � si � � ° � i , � i i � i � — — — — ISSUE/REO/lSIC�N DATE NO. , � — — — — — — — — —� � � r — — — — — — — — — — — — — — — — — — — — — — — — — � — — — — — — — — — � — — — — — — — � � � � � � ' ' � � � � � — — � � � — — — � — , � — — — — — — — — — — — — — — — � r � � � � r � i � i � i � � ; � PROGRESSSET 5117/07 � — — — — — — i � � � � ,, � i � � � e � i � � � ' � o � � � � � � � � � � � � ' CONSTRl1CTION D(�CUMEf�lTS 6/1 /Q7 � , r i i , i � — — — — — — — — — — — — — — — — — — — — -yi i , i , � i L�— _ — — — — _ _ _ _ � � ' � — ' � �— — — � e � L � � i � J 3 e i � — • � � L — .• i i — —i r — �i � � TOV COMMEfVTS 7/11 /07 — — — — — — — — — — — — — — — — � ii i � T —I ° � � i h � c ° �- — — -� � � a � � � � � � � — — — — — — — — — — — — - — — — � 1 I I I I I � � E I 6 r — — — — — — — — — — — — — — — — — — — —' 0 , I � i I � a � I I � , � ,, " ! ! B I 9 I B � Q � B I � f � 1 i I a. � 6 I i S � I � ( B ,.� � � � s 1 I I 3 I � ! � � ! g I � a � � � � I ! � I i I � � 1 � � i I � � ' '� B � 1 I 6 @ , � � _ ° � i � a s o s � ! o s i � � I� ` < � � si ia � � � p i � i � a � 1 0 I A @ I I I � 3 � 1 i � I � � I B � 0 � 0 � � � � � r t � � i �a � i �l � � — — _ _ � _ - � _ � � ' i o � 1 � ° ` i � a � � � o � � � B ! I ! � B �f�1� � I 6 � � — — � — — — — — _ V — — — _� L _ e _ � _ _ .e _. e o � � � � 1 I I I � — — — — — — — m — � I i � e m — —� — — — — — — — — — — — — ° ° — — ° r � (— —f � � A � a i a ° � i � i � _ L'L_�� _ _ _ _ _! ° - o T- - � � C �— — � ` ° t_ J — � � , A i a a i o r — — — — — — — — — � a 5 ij ` � — J-- — — — — — — — — — — —� � � o � i � — — — — — —� r `' — L —) — — — — — � � = = = — T — — — — — — — — — - —, ' ii i � � i � � ` � i � , � = — — —L — — — — — , ` ' f_ _I i � i i i 3 . � � i � ■ ,• , a . I— J _ _ J i � � � � i i i �� `\,/ � � �� . � i � � � �( � �� i i , i � . . '� � �Q , � �3j � � � L = = = , � � � _I " ` ' � � . ' �/ � T — =�r ' i ` ' ' L 1 J � ■ _ _ _ J LJ _ SCc�TT' ��HA�L — —, �' t�E�/#6� � r - - � ° O /' ` �.e_ t'- �„ ■ � i � � �� . � . � . ` � . � a J ^ ` � � . . � . / �� . � . 1 " �a._. ■ — — — — — — — — — — — — — — — — � � — — — — JL — — — — — — — — — — — —_ �s � � � (� � _ � � — — -, ( � � ; .. � � � � , � . ' i ., �'�✓ � � i � 1 � � � � � � � � � \ � � � � � � ----`` / � � � � ` � � � \ � � � � � � � �- - - � �- "" � � �. `� � I ` � II � � ' S � 1 � II � � � I � @ � �,� � � p s � a � si � i � Eo a - - - ! _ �. � � �' � � � � ' a � ' � — f �1� �" �: � � - - -� „ , � � � � - - C �-� ; � � � � � � �3 � = _ _ _ � _ = _ — — � - � �— — � — � a � — — — — — — — — — —L - - - - -J , � � � �`� � � � � � � � � - � - � - - - - � � � � _ _ � - - - - - - -�- - - �� . � �F. � � O � � CJ- - � �' ' �- - - -� � � , � C� � � . , , � � L � -1 _ J � � L _ _ i— JJi � � =3 � � � � ° , � � 3 i , 3 o i r _ , i i ■ ' � � — — ' � i i i � ■ — — i i i � � � � � r _ � � � i � � i € ■ � r � � i i i � � i � � ■ � � i i ■ ii ` \ i ii ii � � ■ ■ � i . ` � ii ii � � ■ a ■ � i ii i , i i � ■ ii ii ■ ' ■ ■ ■ . Secor� d Floor � . � � � . . � � � . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . � � � � . . . . � . . . . � � . � .r..�: € R � novats � ns ; � � � � � � � � � � � � � � � �� ; _ { � 1 . WHEREVER PLUMBING FlXTURES , PIPING , ELECTRICAL 8 . GENERAL CdNTRACTOR SHALL CAREFULLY REMOVE AND � �_=_� INDICATES EXISTING WALLS OR 1 REMOVE EXISTING FINISH AND FRAMING AS FIXTURES & MECHANlCAL EQUIPMIENT IS REMOVED , ALL INVENTORY ALL ITEMS OF SALVAGEAB �E VALUE PRIOR TO � � REQUIRED TO FUR OUT PER NEW PLAfV PIPING AND/OR C� NDUITS THAT ARE ABANDONED SHALL BE BEGINNING CONTRUCTMON . THESE ITEMS INCLUDE , BUT ARE � PARTITIONS TO REMAIN CAPPED OFF BELOW THE FLOOR , UNLESS NOTED NOT NECESSARI �Y LIMITED T0 : WALL TO BE DEMOLISHED FOR NEW DOOR ; OTHERWISE. ELECTRICAL AND MECHANICAL ITEMS TO BE - LIGHT FIXTURES 1 � 1 19Y � � ad �W DrOV� ! � -' INDICATES EXISTING WALLS OR 2 REMOVEQ ARE DEFINED � N THE E & M SERIES OF - LIGHT SWITGNES ' GOORDINATE EXTENT WITH NEW GONSTRUCTION pRAWINGS . CONTRACTOR TO COORDINATE PROPOSED - THERMOSTATS � . � PARTIT { dNS TO BE REMOVEd RELOCATED ITEMS WITH OWNER AND ARCHITECT PRIOR TO - DOORS V I � ' I r ' 3 CASEWORK , COUNTERTOP AND SINK TO BE INSTALLATION . - DOOR HARDWARE Q � � � � � v ; DEMOLISHED 2 . THE OWNER SHALL BE CONTACTED IN REGARD TO ANY - FIRE EXTINGUISHERS ( INCLUSIVE OF CABINET) ( ND { CATES EXISTII� G SALVAGEABLE MATERIAL OR EQUIPMENT. ANY SALVAGEABLE - PLUMBING FIXTURES AND FAUCETS � ITEMS NOT TO BE REUSED OR WANTED BY TNE OWNER - EXHAUST FANS � DOORS TO REMAIN O SHALL BECOME THE PROPERTY OF THE CONTRACTOR . — TOILET ROOM ACCESSORIES I q. PLUMBING FIXTURE TO BE REMOVED I 3 . REVIEW DEMOLITION OF AND PENETRATIONS THRQUGH ANY ITEM BEING RE— USED IN NEW CONSTRUCTION SHA�L EXISTING STRUCTURE WITH STRUCTURAL ENGINEER WHERE BE CLEANED AND TESTED (WHEN APPLICABLE} PRIOR TO I POTENTIAL OF ENCOUNTERING BEARING MEMBERS OR REINSTALLATION . i � � INDICATES EXISTING � EXISTING SHAFT TO BE RELOCATED , REINFORCEMENT EXISTS . NOTIFY ARCHITECT IF EXISTING 9 . CONTRACTOR TO PROVIDE AND MAINTAIN ADEQUATE ' 5 COORQINATE WITH NEW CONSTRUCTION ASSEMBLIES DESIGNATED AS RATED REQUIRE MODIFICATION . PROTECTION OF ALL ITEMS AND FINISHES THAT ARE TO ( � DOORS TO BE REMOVED 4 . THE GENERAL CONTRACTOR IS TO COORDINATE ALL REMAIN FOR THE DURATION OF THE PROJECT. DAMAGED I � WELDING VENTING , AND TIMES OF DEMOLITION AND ITEMS OR FINISHES ARE TO BE REPAIRED OR REPLACED j CONSTRUCTION WITH THE OWNER AND CONCURRENT BY THE CONTRACTOR AT NO COST TO THE OWNER . �, OCCUPANCY OF THE BUILDING . 10 . ALL EXISTING FINISHES TO BE REMOVED FROM WALLS !� 5 . GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY AND CO �UMNS WITHIN scoPE oF woRK . DEMOLITION PLAN ��' DISCREPANCIES BEfWEEN PLANS AND EXISTING CONDITIONS 11 . CONTRACTOR TO CAREFULLY REVIEW AND ASSESS THE ' OR IF ANY PROPOSED DEMOLITION/NEW CONSTRUCTION VARIOUS SLAB CONDITIONS ANd COORDINATE F�OOR ' CONFLICTS WITH EXISTING CONDITIONS . PATCHING AND ADDITIONAL PREPARATION WITH FINISH TO ; 6 . ALL EXISTWG STRUCTURE TO REMAIN . BE INSTALLEQ ; REFER TO A0 . 1 FOR SPECIFICATION ' ;, 7 . FIELD LOCATE ALL UTILITIES UNDER NEW CONSTRUCTION GUIDELINES . ' PRIOR TO EXCAVATION AND RE�OCATE AS REQUIRED . GET '; OWNER APPROVAL BEFORE RELOCATION . i DRAWN BY TR CHK'D BY CD �: COPYRIGHT OO 2007 BY DAVIS PARTNERSHIP P.C., ARCHITECTS SHEET NUMBER: DEMOLITION PL� N 1 1 /4 " = 1 '-0° � D . P .A. PROJECT # 06929 . 00 _ _ _ _ _ _ _ _ _ _ _ __ � i ; � I s � i ; i ' I i i , � i i � . � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � � ' , — sAr� hlt C �S , � � OFFICE OFFICE OFFICE � E ` � ` � 6�� - - - - - - - - -I o 0 0 0 o a o o � � � 223 222 221 � I 52 54 �5 51 56 19 21 48 � 65 66 6 60 ■ � n r 3 n � 3 n > 7 n +_ 7 � � � 70 � 10 -9Y 9 - 11 / 9 - 111 � 10 - 10/ 10 10/ � 61 � 7 I 10 � 24 5� BLOOD BANK ! 2 23 20 35 33 4 BELOW BELOW 62 � 4� � CO � OFFICE ' �� ° �, PHYSICIAN � S � 2301 BLAKE ST. , STE. #100 �, � � � 5 OFFICE 21 � q7.o 1 1 � 4� � 27 2g 32 200 � DENVER, COLORADO 80205 g ' 217 � i 58 50 49 5�A 43 � EL � BE�O ♦ � 303.861 .8555 F.303.861 .3Q27 _ 45 6 71 0 � � 14 -� 9 -4�S � - � � = EDWARDS , CdLORADO 81632 � 8 H 9 7 H B 3 � '' 0225 MAIN STREET . UNIT C101 � S 14- ,a7.o : � 3a 223 222 � 217 � � € �, r 28 BELd ,�, ; ,� 2� 1 0 1 � I �� 44 �� 26 f � I � k. 970.926.8960 F.970.926.8961 � � t- — — — 21 s — — — — n,Fa��.� ca€zr n�rt��3� ... ��.� r ° BEL {$ i �9 4 _ p P � � S . iYf ��.0 r.�T�i� � ihL�� +Li�C� � ��'S��z�I'�a � � E � t ! � . '� ;EY' [sEC:j �Q5 rn . i � I � � CT� l� ' S STAFF � OCTORP � �TAFF � SUPPLIE SLEEP E; p i ; 22 � � 225 I I G / 2 , s �� zo� �2 � a1 E; �I � �' � I � 1 a7.� � 59 4� � L PUL�-ouT � � � _ � ° , � � � I �-7 � E�aw , � � ., � �o `Q � ; � 34. ; -� � � , t„ � ; .3 I 1s'-s/s" � 76 51_2�� a 11 ' - �Y" �7 � 1 � � �? E� � C�yl..�3C�1�` ` � �� . ��Y e . � 9 0� 3 L €��=�E��::o�z 41 B �J (� _ � i .�.�� Lt ( E � `J /�w� ' �e'��'�.'�i��ifL� �i�t�.� � � o -g Q / \ . . 7J � I 2a1 � I � 3 ,> EEP OOKCA � � ir P�F�ic��:�ro� � `�� ; ! i � � �� s�ei i � STC7RAGE 1; � � 38 15 r,=o�� E C,4BINEf 3 o z U I/ I c�� r � i � �� ca�-r o 74 39 7� CORRIDOR '� 1r- 1N8" ¢ I EcYC PROCESSING 5 P C a �7 � a ; ; I , _ �. � ( o � �M � 200 ;, EXpi 232 229 _ = � � � � � 21 1 EL ;,,� 1 1 ��€�� oR. M TQN KS d � �3 i ' ^ Zm3Z � � � O 8 A7.O � ' SPECI E FtEFRIGERATC7�2 Q 1 H WE '� ; � � N D � EX{5?€,�G` � 7 :� ; � � � ol P 10 12 { 7' -4%" 6 - 10/$ "' 206 6� _Q� i � 3°-0" �' °S 12'- 10�" 4'-6" 4' 10'° 8'-5" } 7 P OGE ASSNGRU — — �; ' � � 4 �' 2os / 2 a o \ '', �X � �' 'E � ' Q � 8 A7.0 211 209 � I � PLASTER ° � ( °' � , , ; � AL � � ( - � ; i a�. i TRAP � � ' � X — RAY - L--1-1 /�� ; =a- ih ^ � ¢ 7 „ � _ _ 22s �.�, „ � , + BIOHAZARD o �Ya � � 1 JI — - - � 4 5 � � � , n 1 g �.� �Y = � o Zo7 � � � SHO`WER 2oz ' 6 - i 1 , » 5' - 111" 6°-3�" 3"-6� 2�-8° 5'-7" o _,_ ..�.. � !' 17 ; � � � � 6 - 1 � .vm�m � �d � i ° ,_ 3 � E' ISSUE/REVISION DATE NO. � �- - � 33 � � D�G �iC)} 3AZ1F.� , ,� � ...� � vrr�o� � � � r�n�:�, _� � . . � 2JJ LH—L�6� �e�L's„ ' .. ° �•�-- � O Ae }` e . n s 5 n s 3 ee i eXCST31iVn} � CI�x?�i EtXISIi.NG; H— » 0 n f_ 7 H � ' ' . . � f o ! � � CJ 4� " ' 3 - 11 `'� 5 -9 7 _4ls �- ---- g -4/ 21 tl �� U 5 0 9 4/ PFZOGRESS SET 5/ / � EXANi � $ I � 233 ;�, I � I - - � WAITI �IG 21a a7.o o _ o SLEEP � o EP 203 � CONSTRUCTI�N DOCIJMENTS 6/ � /07 � 226 3 I — 2 , 3 _ � 2 � 2 a 2as , � � _ I � _ � ( I � � '"'' �„ � CHEMIS-fi�Y �, TOV COMMENTS 7/11 /Q7 �- � � A7. 1 "` L � — — — — � , s � � � i � ` �I LE� , '_s'= � L 4 s 14 13 7Y" � � { � I � ; — — — — i � � a,7.o r 2' -4/a' � 10 L . 3 � � 5 � - - � — -� � ° g�s�� 208 0 a / ( \ w o � � 6 / � 0 2 � 2 � — - - o 0 0 20� � ° � - � � I � ,- _ � ; � . - - - ' � v _ � — � 4- M , ,. � TIQ f LE1� I � � �7. , s � 2 � s 2a a�.a 2 � � - - - - � ALI G fV � � 234 �2� � � \ / � � ''ry �� G � �G � CG � � � M � 9 ' � E?CAM � � � r ! � �� - - - .' , � � I 3� z�7 I � I ;�� Q � � s N EX � �1"IN � � � s' _a" �- — — -� N 7'-3° �� !!AT � � - -� - - - - - -� E .� aoa� _ __........_ ......_ , � ��i .., � A7. 1 _� O /� / u 7 'W � 9 } -�� ` 3 - - - U 10 '� � � 6 CG � � SIM . A7. � 8 ■ � ■ ■ ■ � � ■ ■ ■ ■ � ■ ■ ■ � ■ ■ � ■ ■ � _ � � � �r � , A7. 1 � � � �� s�� ,.- - i 3 QPP . o � � CG � `'' �} ; — — — — _ VI3 WING � � � 2 ■ 220 � ��Cs� �� 6� HP��L . f a�. , N R E E PTI N T � �.,a� �e�� ; �- 239 22o LO B BY ' �' � � N 3 3 VIEW XES 230 14 214 � � ■ MECH , � �� EXAM � 3 A�. , i � E�EV. � ao ' - a " � � °�`,�� l� �07 2.� FJ 235 � - ■ O � ° I CV d' d- I �� . � . � . . . 6'-4%" 3'-0" 3' -3" 1 78� ' 4%" � 3 - 6 � � ' ' �j HIGH � � 12� -6" r �� , r, _ WALL EX 23s cc I INA CIA � , � ! �i ° � 3 ! �3 � � , 6 A7. , � E � ECT , � � i 22s i � � � � 4 ° �� ( ,.: ., , . , . .,: � €..: . .;� A � .. � J � . . . . . °° a7. i r. ( ;� 1 � � , : _ .. .� _ <. :,. . � 4 1 ( HIGN � � � �' WALL � , � 3 — v a7. T 1 1 '-7" �- — — — — — _ s 7'— �Y„ � � � � � N UP 6 . 5 „ = 6 , _ 6 ,> ELEV. � � 0 � � z o z3 , 100 - 7 � � PH � RM � CY „ , � � , „ � � � � �� w�_ CQR � I � � 12 SNELVING �.n 5'-0" 6' -6" 5'-Q„ 3 - 6 HIGN WALL � - , — — — — — — — , : W ITN LAM I NATE WAL�. CAP — -.. 3 E� z37 23 ( '�� - � i ' � � � � � �� „ � � � _ 237 _ 231 • L 4 rn _ . � / \ � � 231 � N "' `° �' �, � UP 12 . 5 " = 12 ' - 6 " ELEV. 102 ' - 2 ,> � ;� � 2@6 75 " � :� ;�, RAMP 1 : 12 SLOPE A7. 1 9'-�� °; 4�" ELEV. / 14 > ,> - - - — - - - — 4 1 '- 11 " 11 � ,_�� ■ 101 - 1 . 5 ;.�, � \ _ _ � / aa.o 3 ° 1 Z " SHELVI � '� SIM . � ■ ■ °� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ WALL IN-FILL WALL IN -FILL S e c � n d F I o o r AT GL4SS BLOCKS AT GLASS BLOCKS CORRIDOR � 2 , 5 r R � Cl O �/ � t l O rl � � , � � � � ,� � . . , . . � � �a .a . � _, a�_� � ,._ ��. � � LAB EQUIPMENT KEY: ,� 1 BECKMAN CQULTER CENTRIFUGE 12 STRATUS CS DADE BEHRING 23 NARD DRIVE 34 STAGO 43 CPU - 53 tAMP/VIEWER 63 SHERWOQD BACTI -CNERATOR 74 REF. 2 CR3 CENTRIGUGE (JOVAN) 13 AL MICRd-OGMOMEfER 24 HELMER AGITATOR 35 GELL BYN 1300 44 TEMP MONITdR - WALL MOUNTED 54 TEMP BLOK 64 MICROSCAN INCUBATOR 75 HOOQ � � � Vil v IVieadov�r � rive ; �l2� il , Colorado ; 3 FLATSPIN TUBE CENTRIFUGE 14 AVL 9130 ANALYZER 25 CELL-DYN 3740 36 2M4PLUSDT - LABEL PRINTER 45 CALABRATOR JEWEfT-WALL 55 CPU HD, PR. MdNITOR, SCANNER 65 DADE BEHRING M(CRO SCAN 76 CHEM STORAGE CAB. � � 657 MOUNTED � 4 COMPAQ (M, HD, KEY� 15 MONITOR 26 CPU -HD, KEY, M , PR. 37 CPU HD, M , SCAN . KEY. 46 JEWEff REAGENTS 56 IEC CENTRA-W CELL WASHER 66 CPU - HD CPU KEY 77 SAFETY ENCLOSURE 5 INTERNEC SCANNER 16 VITROS 250 ANALYZER W/ MON. 27 SHAKER/ROTATOR 38 LAPTOP 47 SP BRAND CYPO GRIQE 57 VAPOR FAN 67 BAXTER TOUCHSCAN P-SVOY K�y (UC/CART) INCUBATOR 6 MODULAB WATER FILTER 17 VARI -WHIRL MIXER 28 READER 39 BALTEK BLOOQ CULTURE 48 SHANDON CYTO SPIN 3 58 THERMO GENESIS 68 BACKUP BATfERY WALL MOUNTED-WATER SUPPLY � 7 3 DR. REF. 18 IMMULITE 1000 W HH KEY. MON . 29 PRINTER tABEL 40 REFRIGERATOR 49 MTS GENTRIFUGE 59 HELMER PCF 69 LAB LINE INCUBATOR , TOP VENT PRINTER & EM. BACK-UP ' 8 CPU CART PR. HD. KEY 19 HEMA-TEK 1000 STAIR SLIDER 30 FETAL 41 BECKMAN COULTER INSTRUMENT 50 MTS INCUBATOR 60 MIGRO LABEL 70 BACKUP P FLOOR PLAN I c , , , MONITOR, REF. PR. SCANNER) LAB. ACL 9000 SPINNER 9 CPU (PR., HD., SCANNER, KEY, 20 MICROSCOPE OLYMPUS BX40 31 BAGER CLINTED 100 41 A REF. 01034 51 MICROSCOPE LEITZ 61 SCANNER 71 MICROSCOPE LEICA � MAN) i 10 TDX ANALYZER 21 CPU-KEY MONITOR 32 CENTRIFUGE BAFER 41 B PRINTER HP LASER 1320 52 IEC CENTRA B CENTRIFUGE 62 CPU: KEY MON . HD. 72 NUAIRE INCUBATOR � � DRAWN BY TR 1 1 TRIAGE MEfER PLUS BIOSITE 22 AIM. TALLY II TABULATOR 33 CENTRIFUGE STATSPRINS 42 CTFI BB REF. JEWETT 52A ACCUlA6 62A MICROSCAN 73 BAKTEK CHK'D BY CD i � ¢ COPYRIGHT OO 2007 BY DAVIS PARTNERSHIP P.C., ARCHITECTS SHEET NUMBER: � FLOOR PLAN o i 1 /4 0 I D . P .A. PROJECT # 06929 . 00 , � � , I � '� _ _ _ _ � _ _ _ _ � � � SOFFIT OVERHEAD COILING SHUTTER I as.a a,a.o , . , i i ° 7 2„ 1 ,_3� 1 '-3" EQ EQ 1 '-3" � ._��. � ' -3�� 6" 1 ' -4%" I as.o 2'-6" 3'-0" 3'-0° 3'-0" 3'-0" 3' -6" 3'-d" 3'-8" �I LIGHT VALANGE SOFFIT 6�� o RE: EIECTRICAL � ' - , i 0 0 0 / . I � I 1 ADA � � �„� ° / I SHOWER � � � "' OPEN TO � _ 24°X36" 24"X36° � � h 1 � c , „ 1 -a g" o MIRROR MIRROR „ U _ WAITING f � , � � J I - - - - _ 3 M ,y o � � o o � � � - o � 212 _ , � � �- °° PHLEBOTOMY T N � RECYCL:E 15" DEEP CO NTER -�' N CORK � N ° i = m � HAI R � ' U ;: . R 1 � � I - \_ � P � d- O d- O O O U O I o . � _ _ - KBT �° . . e ' i i LANCE � � i CART FEP OPEN t° cO _ OPEN � ;�, I �cD M i I N N � I � \ � ( . . N N N OPEN _ .-- � i ........... ._._._..._._,.__. . 2301 BLAKE ST. , STE . #100 DENVER, COLORADO 80205 . 1 '-6° 2'- 1 " 2'-0" 3'-ly" 3'-0" 3' - 11 $" 2� p" 2,-0 7'- 10" 2'-0" 3' -0" 3�-2�s" 7'-03/" 3' -8" 303.861 .8555 F.303.861 .3Q27 4� n 1 '_3" "4" 0225 MAW STREET . UNiT C1d1 3 3 3 1 � 1 � PARTIAL HEIGHT WALI EDWARDS , COLORADO 81632 � , Wf LAMINATE CAP 970.926 .8960 F.970.926.8961 � A8.0 A8.0 A&.0 A8.0 A$.0 A$A A8A � � H �VVE � 202 � H �1� ER 202 � � H �V1/ ER 202 � � L � C� � � ��V 210 � PR� � E � � � N � 211 � Pf�C} � ES � IN � 211 7 F' RC} GE � � [ NG 211 � � 1 /4" _ '9 '-0" � 1 !4" = 1 '_0" 1 !4" = 1 °_d" 1 /4" = 1 '_0" 114° = 1 '_0" 1 /4" = 1 '-0" 1 /4'" = 1 '-0" , _ i , b ; I 7 7 7 7 7 ' a$.o as.o aa.o 10'-6" 10'-6" as.o As.o � � 1 '-3" EQ EQ 1 ' -3" �y� 1Y j ' 3" 1 '-3" 1Y� 3' -0" 3'-4" 4' -0" 4' -Q" 1 '-3" 3' -9 " 5�-�" 5' -�� 3'-g� 2'-0� 2" -0" 2' -0° 2' - 1y" 1 �2" CORK ADHER D Td WALL � �. � ,� / `� / � � 0 0 0 0 0 � � 0 0 � � � M M � � � � � 24°X36' � / \ � ` � � � � MIRROR H � �» e � _ UCL = = UCL - _ '. UCL � / UCL - o - UCL � . . .. ...., . �'..-(j" _ .._.,_ . � . " . � � 3' V n � . --.. � - � _ . a o o _ :; � o N in C� - . ' ,_,_,'; . . _ __ . ._ . . _ .� , : ,: �° `° - � � `o , ::.CORK < . � - CORK CORK . :: � � _ � _ : , - _ � .. . _: � ._. ..; . � '::.� �.. ,_ :.: _ N N N N = � � - - .': ::L O� :. N O . .::: : .. .. � . _ : .i; .� � �� N N � �� - . . .:_.o._ TOdE� PfPFR. � ._ ... , . . �� _ _ _ _ _ . . � . . — � . s � ... � .. / _. � � � o � .._. . . � ; °�+ � ; � � � KBT — ;zi N � � � OPEN � �. _ _ _ ___ .. ( _ ...;..... M. _._: cD _.. _i __..__ h t"") CO �-_ E�- ___ hrJ - __ . ` � — — — OPEN .. � � OPEN � - N . � (V N � . . N ; : i I I ! I <__ N � N N � / � _ .. , . . � , _._. _ ^ � _. � .. . __ � .. , _ . � � ISSUE/REVISION DATE NO. 1 '—g" 5' -6%" 4'- 11 " 1 '-6" 1 ' 6" 1 '-6" 1 '-6° 4'-5" 6'-0" 1 ' -6 2'-0" 2'-0" t '- 6" 1 - 6" 5'—�" 5'—�� 1 '-6" 1 ° 6" 2'-0" 2' -0" t -6° 1 ' - 6 ' 4' -4" PF2C3GRESS SET 5/17/Q7 1 '-5� is'� 2» 6 1 1 5 6 F �, � � CONSTRUCTION �OCUMENTS 6/ 1i�7 Aa.o a�.o aa.o As.a as.o aa.o as.a as.o As.o TOV CO E TS 7/11 /Q7 � TOILET 213 9 T� iLET � 13 10 C� FFI � E 216 11 C} FFI � E 216 12 OFFI � E 216 ,� 3 C� F � I � E 217 1 � � � FI � E 217 = 1 /4 - 1 -0 1 /4 - 1 -0 1 /4 - 1 -0 114 - 1 0 1 /4 1 0 1 /4 1 0 1i4 1 0 GYP. �RD. S4FFIT � � 7 ,as.o a�.a As.o 1 '-3" EQ EQ EQ EQ 1 '-3" 2" 21 " QEEP PLASTIC LAMINATE LOCKERS 6'-3%" 3' -0" 3'-0" 3'-0" 3' -0" 3'-0°' 3'-0" 3'-0" 3'-0� 3' -0" 2'- 10° 2'-6" 3'-6" YdfTH SHELF AND NOOK ON BACK AND ,-- _ SIDE OF LOCKER. PRdVIQE INDIVIDUALLY �>� o ° KEYED LOCKS. "�� „ � � .�,."`°",r,, - �,. ; . � o / \ / \ � o o � o � � � o GYP. BRD. SOFFIT O° � �°° *>�° � ��`° � �`�_ W _ = = _ _ = _ _ _ _ � � . � . _ _ ;Y, irs i� ih _ i� — — — — — — — — — i' `�' c� N � � M .W� o �� s°`j � '� � � � ;�, ;�, `'-' y _ _ y _ _ __ _ N ❑ ❑ � ❑ ❑ ❑ ❑ ❑ ❑ � � ��-�- �� ,��L ; , , - - - = = U L _ � - _ _ � � � � �dl .g�. $ , „ � n or o o � , >: o 0 0 � C FF E ° ° �� M � � 2 0 3 -0 0 `�' � N ; x--. .. . �. . _ _ � CORK ' � w _ � REF. N �o = = ° _ = ° ° _ _ '� _ _ � :,�- ;` or � FAX ,;� COPY _ CORK � � N �" � _ _ ° ° — _ = _ _ �°" � ; .- �a�� _ : � m�� _ _ _ ,-� - ��.� � KBT FEP I `�' � � � � i � - - - KBT - KBT - � � - KBT o o _ � " o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �° �� .�; ° � � `�` _ _ _ , �•, � N OPEN �v � o � N � - - - OPEN OPEN "' �r- N � OPEN "' "' � = ° = ° ° ° ° = = � �� 2'- 1 " 3'-�s� 1 '- 10� 1 '-9° 3�- 1 ' %s" 3'- 115/s" 2'-0" 3°-0" 3'-d" 1 '-6" 1 '-6" 1 °-6 3'-3" 1 °-6" 3' -3" 1 -6" 1 °-6 ' 3'-�� 2°-0� 2'- 10� 2'- 6" 1 °- � 2'-0" 15" 15" 15" 15" 15" 15" 15° 15" 15" 1 $" 1 �� 2l" 2� 1 " 2:, EQ EQ � 4 4 6 1 5 5 1 4 5 8 A8A A8.0 A8A A8 .0 A8.0 A8.0 A8.0 A�A A8.0 A8.0 A8A ,� 5 � � � ICE 217 16 IVIEET � N � / i�i(ORK 21 � ,� 7 �IOI° 11 � E � 1 � �/IEETING / i�/� RK 21 � 19 IVIEETIN � / VVORP� 21 � � o � RE��4 219 21 � RE�K 219 1 /4 - 1 -0 1 /4 - 1 -0 1 /4 - 1 -0 1 /4 1 0 1 /4 1 0 1 /4 - 1 0 1 /4 - 1 0 !2 - � �. � � � � � � , . �: � } � � �. � � �. � C en � � r Second Flo � r Reno � � ti � r� s � � � - � � � � � � t ; 1 � 1 V11 . n/leadovv C� ri �� Vail , � olorado '�, � 16 � 7 ' i � � , � � INTERIOR ��' � ELEVATIONS '� � � � i i ; DRAWN BY TR ( CHK'D BY CD �' COPYRIGHT O 2007 BY DAVIS PARTNERSHIP P.C., ARCHITECTS SHEET NUMBER: ' � ■ � , , i D . P .A. PROJECT # 06929 . 00 __ � _ _ _ _ _ _ _ _ � � � � � 1 X PROVIDE PLASTIC PLASTIC IAMINATE OVER PARTICLE � 2'-0" U.N .O. GYP. BD. LAMINATE ON ALL � EXPOSED SURFACES, 2�_ � � i OARD CORE COUNTERTOP (TYPICAL) COUNTERTOP BEYOND � �_4» UNLESS NOTED LAMINATE EDGE 2° _ 1 �� !' � � OTHERWISE 4" BACKSPLASH PLASTIC LAMINATE ON 3/° , PLYW000 SUPPORT BRACE 3�» GYP. BD. ' � � � � � 2' - 1 " ' 2" GROMMET AS REQUIRED 3'-0" O.C. U.N.(}. � n � GYP. BD. � 2 _ � GYP, BD. � �.� �� 1Y Y2 4" BACKSPLASH � � �� n � i - N � PLASTIC LAMINATE ON ALL _ � _�. 4° BACKSPL4SH ' � _ GYP. BD. „ _ 4" BACKSPLASH � ' + i 1x4 WOOD BLOCKING � EXPOSED SURFACES — — — � � COUNTER TOP dRAWER 4 � � � � � � ------.--.---- . � , . eArch � t ets ; „ ��. 20 GA. SHEE7 MEfAL BACKING z � COUNTERTOP -�- - --��------ z 4 BACKSPLASH _ COUNTER TOP CONT. BEHIND CASEWORK ° � SINK 3/4" P.LAM. REGESSED ° � ¢ ' - " � STANDARdS � COUNTER TOP E �w 20 GA. SHEET METAL BACKING � � `� $ -� 20 GA. SHEET METAL BACKING 20 GA. SHEET MEfAL BACKING N ' CONCEALE6 TUBE ,; � � i 3 4" P.LAM. REMOVABLE PANEL ' Wd�d o � w ; �i � „ CONT. BEHIND CASEWORK , - _ f �- CONT. BEHIND CASEWORK , - CONT. BEHIND CASEWORK TEEL SUPPORT; 42 O.C,; PAINT TO � ¢S � o BLOCKING ¢ � � 20 GA. SHEEI� METAL BACKING d�WER � DRAWER ` � MATCH WALL WHERE EXPOSED �°— SURFACE MOUNTED TUBE STEEL . i o � ADJ. SHELF j N � CONT. BEHIND CASEWORK � , , SUPPORTS AS REQUIRE `�' ;�, � � � � _ _ _ � � %" FRONTS � � � Z %" FRONTS C° � » `O 2301 BLAKE ST. , STE. #1d0 � w � � w N N DENVEF2, COLORADd 80205 � EXPANSION BOLT ANCNORS � n i � /a FRONTS � 3 " Vd00D BLOCKIN Ya PLYWOOd BACKING � � W � �, � W Ya" PLYWOOD BAGKING � Ya" PLYWOOD BACKING � 303 .861 .8555 F.303.861 .3027 � ° � ° ': � DRA�ER ° DRAWER - ' 0225 MA6fV STREET . UNIT C101 � > � 1 x WOOD BLOCKING ' � � 1 x �NOOD BLdCKING 1 x WOOD BLOCKING EDWARDS , Cf�LO DO 81632 � ° 2x YVdQD BL4CKING , 2x �1000 BLOCKING � ._ . , 2x WOOD BLOCKING , , . , , , 970.926.8960 F.970.926.8961 � � � � � \ �, � �, 3� �„ 3� � � COUNTER TOP 2 COUNTER TOP SUPF' ORT SI �1K V1/ ITH �/ALANCE CABi �IE� WITN ADJUSTA� �E SHELF A �ID DR�4INER CA � I �IET `NITN 3 DR�WERS CABlNET VVITH 2 DRAV�/ ERS ; � 1 °> � 1 ' _0° 1 " = 1 '-Q" J� 1 ° = 1 '-0" 4 1 ° = 1 '-0" 5 1 ° � 1 . _p.. �S � .� _ ' ' -0" � i F i . . . � . . . . . . . � . . 2�— � � � . . . � , . 1 '-3" � i VERHEAD COILING DOOR AND GUIDE ' � RAILS BEYdND l GYP. BD. , , � � \ � . • ` \ . � 4,> BACKSPLASH ` METAL CHANNEL SEl IN � ADJUSTABLE 1 '-4" PIASTIC LAMINATE COUNTER TOP COUNTERTOP � Td RECEIVE COILING DOOR ACT \ ` GYP. BD. SHELVES _ GRID CEILING PVC EDGE AT ALL ENDS; PROVIDE � � SINK— HOUSING FOR OVERHEAD DOQR; SUPPORT ; z � 2" RADIUS AT EXPOSED CORNERS � PER MANUFACTURER'S RECOMMENDATIONS o = � \ TO RFCEIVE CdILING DOQR I 20 GA. SHEET METAL BACKING ¢ 2d GA. SNEET METAL BACKING CO(dT. �EHIND CASEWdRK � CONT. BENIND CASEWORK � TT.---.--� � .-4• ISSUE/REVISIOIV DATE NO . W _ 3-5 f 8" MTL STUDS Ya" PL1(WOOD BACKING � ADJ. SHELF - N � AT 24" O.C. GYP. BD. SOFFIT g" COORDINATE � 3 � ` � � "' ACCESS » W /" FRONTS �, � POWER OPERATED ALUMINUM COILING DOOR PROGRESS SET 5/ 17/07 3/ FRONTS � Y" PLYWOOD BACKING RECESSED � GYP. BD. WAITING PROCESSING PANEL � 0 CORISZRU�TION DOCUMEfVTS 6/1 /07 RECESSED ' �' 2x FRT WOOD BLOCKING � — GUIDE RAIL/ANGLE BEYOND STANDARDS � �„ Tt70/ CC7MMENTS 7/11 /Q7 � 1 x WQOD BLOCKING STDS. 1 x WOOD BLOCKING I � 2x WQ�D BLOCKING 5/8" TYPE X GYPSUM BQARD ON 3 ( � 'r' 5/8" METAL STUDS; INCREASE STUDS { � ` `� AT JAMBS TO SUPPORT RAILS ( COMPACT 3" FLUORESCENF FIXTURE UPPER CAE� IR� ET WITH ADJUSTABLE SHELVES CABC �PET Vt� SI �1K 8c ADJIJSTRBLE SHELF SOFFIT SILL DETAIL AT OVERHEAD � OILING DOaR HEAD DETAIL AT OVER �IEAD COILING DOOF� 7 1 " = 1 , _0° � � � = 1 ,_0� 3 1 � � 1 , _0� 10 1 .. � � �-o� 1 1 , ., � ' • -a° , � _ I - e � :; 5/8" GYP. BRD. ON MTL. FRAMING 5/8° GYP. BR6 ON MTL FRAMING � � � t TYPE 'X' WHERE REQUIRED TYPE 'X' WHERE REQUIRED I � ° �' � � a .: � . DOUBLE STUDS BACK TO BACK AT JAMB � � � f � �� F�� E�/6 MTL. HEAD T C HOLLOW MEfAL FRAME; MTL. CLOSURE TRACK �� RATED WHERE REQUIREO `�.��y ��.. � 58' RE: A0.2 � 5 UNIVERSAL WELDEQ STEEL STUD ANCHORS, LAMINATE CAP k :: RECESSED 1 /2" FOR STUD AND GYP. BD. o N �°�� ,��i i :. • i�.. r- . N � . CV � . � � . � . � . � . � � � _ � —_-..:.__ � � cV � . � . . __� O M � . . . . C7 W000 DOOR HOLLOW METAL FRAME: � RATED WHERE REQUIRED RATED WHERE REQUIRED RE: A0.2 RE: A0.2 EXISTING STAIR, FRAMING AND ` _ --WOOD �OOR ` HANDRAIL TO REMAIN � N RATED WHERE REQUIRED � ' � VERIFY EXIST. VERIFY EXIST. RE: A0.2 5'-0" 1 :12 SLOPE = 12'-6° PARTfTIQN PARTITIdN F � IVEVV PARTITIONS NEV�! PARTITIONS COORD . WITH COORD . WITH RAMP AND LANDING FRAMING RE: 5TRUCTURAL �. Il PARTITION SCHEDULE PARTITION SCHEDULE VARIES LAMINATE CAP WITH 114" REVEAL RE: PLAN � � � � � 12 HOLLOW METAL DOQR HEAD � 3 HOLLOW METAL DOOR JAM � .� � SECTI � N �T I� eedi F} � � � 3" = 1 0 3 1 0 � �4- - � - O < � � PAINTED METAL HAND RAIL I C er� t � r� GYP. BRD. w ON MTL. STUD a FRAMING 12' � �� RAMP / LANDING FRAMING RE: STRUCTURAL Se � or� d Flo � r � R � n ov � ti c� n � ; � � � � � � � ; I� OT USED I� OT USED SE � TIOI� AT STAIRS � 1 /4 " = 1 ' - 0 �' � 6 1 f4 >, _ � ' - p „ � 7 �f4 „ _ � ' - 0 " � � 1 1� 1/ e IV� eadow Driv� � , � �lail , � c� l � rado i FIRE STd � � 1 C� � � SEALANT. SLIP TRACK CH STUD i TREATEDSIWOOD D E �AI LS BLOCKING . SHAFT � 2 LAYERS 5/8 " TYPE ' "X " GYPSUM BOARD DRAWN BY TR CHK'D BY CD COPYRIGHT OO 2007 BY DAVIS PARTNERSHIP P.C., ARCHITECTS � � = SHEET NUMBER: ! 18 SLIP JOINT AT SHAFT ■ A8 . 0 3"= 1 ' - 0 " D . P .A. PROJECT # 06929 . 00 I i � _ _ _ _ � � � � :� _ _ _ _ _ _ _ � , I i I � � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � � � � � � � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � � I ■ � ' ■ �� ■ �-- � FFIC ■ FFI FFIC PH SICI N ' S ■ � 223 22 22 ■ 217 216 � � � � ■ ' ; � l7 C� a O O � � g , LO ,> ■ � . � �4rChlt � tS � � p , � O — O s � C� � O C� � � O � O C� � i � , � , ; � ■ i � � ■ i ' j � � ' 8 , _ » ' � i � I � - a " $ > _ „ - j � � � � � � ■ � � � MI R � BI� OLOG ' ( � 2301 BLAKE ST. , STE. #100 � , ; � �g 2�i5 ' � DENVER, GOLORADO 80205 DQCTOR S ST FF � DO TOR S ST FF ; ; 303.861 .8555 F.303.86 '1 .3027 2 4 � 2 5 � _ � � i 2Q � � _ � � 2 1 � 0225 MAIN STREET . UNIT C101 ' � _ ; i f ; i � � EQWAF2DS, COLORADO 81632 , � ; � `` 970.926.8960 F.97Q.926.8961 � E � � � I i � ` � � r � _ � � � i � E ' � � + � i , , I �.. � ; � ; � � � ' � g „ � ; i : g ALI N j A IGN AL6GN ; I, � �, ; 0 p � , € � � � `; „ ` � � �s�. i 7: . .. 10 .= j � ' s, > ri � ,;. D OPPED OFFlT A 7 -0 � � � � i � 21 1 A IGN � I , ALIGN � � �, _� ,> � � � EXAM C� � . MEE ING WO K � f � -- p �t�� 2 �2 2 � � � � I � ' ' s ' - a "i (� ' � " " KS � ; (� � (�} � � ■ ; , � , ( � 2a6 zoz � d F � � 1E � ( . ^ 8 _ o8D I ` � � f C RRID R v - 8 s " � . ; ' � ! ; � � 0 � ■ � 229 — R � - i � ( � I ( � : :. : 8 > � >, > ,. : .. � ' � � E ■ � � � � , � ; o � $ > _ >, ■ i � � � OVE HEAD CO LING SH 1TER � � � � 8 ' — " = C� O ■ O O Q ' � � : ■ ■ � : � ' ■ � i � AiTI N � LEE � € 233 � ■ ' TC0 { ! ET� 212 210 �--s �( _ � O � (�+y` � 208 203 j E � . � . . . � - m� ' � �'� I � - . � l 9 � .�: . . . . � E � _i�_._.�._ � g � ISSUE/REVISIO DATE �10. � 4, .� +, � � _ � � ��..-- ----� t � � . . . � ` � �� Q ,,; - g � , - � , . PF:OGRESS SET 5/17/07 > » ! > „ ' , � : ' 4" -� `_' _ g I � - 8 - 0 " I = ;`� CONSTRUCTI�N DO�UMENTS 6/1 /07 € ; � � . ` 2 9 !-- � - : ;' , . .. . > � � . . _ �.� , - � , . , : _ : � ` TOV COMMENTS 7/11 /07 � � , � ! i i ' � � � � ; � ExaM �ra ��T � � ' - } � � i I � : : , , 234 227 ... � i ' " , ❑ � �- � . � � ` , � I ; � RRID R � ' � , _ ,> � ' � . I � . , � � � � ; � o �. I I � � a � � � ; � ' ' � , � , i � , � ; �- �- `� E � EF'�TIQf� � ' � ! _ „ � y� � , � � � , _ � � � ; � ; I i � _ ; � ' 23 � � .' � � � � , ' � � � _: ; ... . - ._.. I E E ' � ' . � � � I . I i ' � � . . , .. s � � � I � s � � i ; � i . ` . . . . �,. . :�:: � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ', � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � . . � � � � �� "---"x � . � � �;:: � ' s . �" • tx :: � � � � �� ' � � � � ' � � � � f � �_.._____.._ . � Z � _ � � � i � , � ° � i I EXAM IEWING ¢ j j i � , � � �� 235 239 CO � ' " ' � i E : � � � � , : ' N , 2 � ,� � � � � � � � � � � { g „ � � ■ � �, ■ � �... � � � � ' � j j ■ � Q � V�t��" �T€ ��#A�k. � � � O ; O O ; C� � o OBB ■ � .-.. � �- � �� . , � Df�PPED S FFIT AT �7'-0" �AITI N � 214 0 j �°�, �� ; � i S � � � ( 220 i � � � � �°�°��,, ��,`��`' ; � � 8 ' - 2 " � � EXAM � FI ANCI L ; ; �"' �� , ---.....--- � � � 236 ¢ 1 , „ ; � DROPPE SOFFIT; � � � � C R R I D R � � � � � � � RE: � s/ s.a � 3 ; 238 [ I � �� ; � � ' �— -_ . : . _ _ . , - . . ; ;, . , .. ,, ; , I � _ }�..�. ---��--8 � ' � .... , . . - - , . -,. , . ,. ., - • _. . . , � ; DROPPED SOFFIT AT 7'-0 � � ` i � EXISTING GEILIN � � � EXAMI � � _ _ Td REMAIN _ � � � � STQR � � Il � < 237 � � 4 � � � 231 � � .. ,y � ; � � � , � „ � � ; - � � � s — � � � � � I � ' ALIGN I � � � � �____ � �. � � �. � � . . � . � nter . . ■ CORRIDOR � �� ■ 215 ■ � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ e� I Second Fl � � r � � � . o R � n � vations � � � � I.. EC� E � � � P KEY � � TE � ; � � ` p , . � INDICATES EXSITING WALL MECHANICAL SUPPLY 1 . CEILING HEIGHT TO BE 8 ' - 0 " A. F. F. UNLESS NOTED � � 1 V V . IV� eadc�vv Drio�e � � OTHERWISE. NOTIFY ARCHITECT IF HEIGHT IS � / . UNACHIEVABLE . V t� 0 � , C � I � rado INDICATES NEW WALL � � � � � � � 2 . REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIQN ; MECHANICAL RETURN OF LIGHT FIXTURES , REFER TO ELECTRICAL DRAWINGS �^� INDICATES NEW DOOR FOR FIXTURE SIZES AND TYPES , EXIT SIGNS , SPEAKERS SMOKE DETECTORS AND ADA REQUIRED DEVICES . �- INDICATES EXSITING DOOR INDICATES NEW 2 'x2 ' CEILING GRID WITH NEW ACOUSTICAL CEILING TILE ; RE: FINISH 3 . MECHANICAL DIFFUSER AND GRILLE LOCATIONS AND SCHEDULE FOR LOCATIONS OF ACT1 /ACT2 SIZES ARE SCHEMATIC . REFER TO MECHANICAL DRAWWGS FOR LOCATIONS AND SIZES . I INDICATES NEW 2 ' x4 ' RECESSED i t � FLUORESCENT FIXTURE '� `�� '��x�� `•: � : .�: INDICATES GYPSUM BOARD CEILING OR SOFFIT 4, SPRINKLER HEADS TO BE CENTERED IN TILE. .. . : , , . . . , . . , . � . . . . r. •. �: . � . . . I INDICATES INCANDESCENT DOWNLIGHT 5 . CENTER GRID IN ROOM / HALL WAY. I o REFLECTED � INDICATES EXIT SIGN CEILING PLAN I—$� INDICATES UNDER CABINET LIGHT DRAWN BY TR i CHK'D BY CD ; COPYRIGHT O 2007 BY DAVIS PARTNERSHIP P.C., ARCHITECTS i i SHEET NUMBER: � REFLECTED CEILING PLAN 1 /4 - 1 -0 0 , D . P .A. PROJECT # 06929 . 00 i � _ _ _ _ � _ _ _ _ j i � � i , , ! i I i ; I _ I � �' i _ I ' • � • Archit ts �'i � � � � 2301 BLAKE ST. , STE. #100 ` DENVER , COLORADO 80�05 � 303. $61 . 8555 F. 3Q3. $61 . 3027 � � k � LL 0225 MAiN ST� EET . URil1' C101 p EDWARDS , GOLC7RAD0 81632 � 970. 926 . 8960 F. 970. 926. 8961 � � e , � � � REDWINE ENGINEERS 1NC. � STRUGTURAL CONSULTANT� i, 0150 East Beaver Creek Blvd � Unit �204A o Avon, CO � 1620 � (970� 748- 0711 � � � � � I � � � � � 35/8'�x1 $ ga STUDS t� 16" �.C. 35� ,� a 1 "x1 $ ga 5TR4P X— BRACtNG 1 �/2" N ,W. CONC. TOPPING QN 0, 6"Cx26 GA. N BRACE EA, CORNER OF RAMP CONFQRM DECK (2'� TOTAL THICKNESS) ISSUEIREVISIC7N DATE NO. IN EA. DIRECTION W/ W.W. F. 6x6 —W2. 1xW2, 1 B & � 12 TEK SGREWS 30/4 CpNSTRUCTIUN DOCUMENTS 1JUNE 07 ( 1 } # 12- 14 SCREW C� S2 --x..�--X--X_""_x 2 3 � 7 � � 14 1 � 1 � � 1 . E � X _� -x X + T�vREV�� aN� 1 � J� LYO7 �X --x--,°°°-°-X°_°°"°°"x ' x x x x x- x - � ° + , ti _" " -- � n 8 �8 9 �� 9 19 1 19 4 h i ry e .. 1 1 I " 1 g � 20 — 6 1 � — � 2 22 —2 9 —2 19 —7 20 —2 � , , � ` ; — ,~ ' — --� a , a , -- — � . . . 1 I i -„'_ - I 1 1 .. � � � � � � � � � � � ' , t . . I _ _ _ _ _ ' _ ' _ ' _ _ _ _ _ JYf'L _ _ ` _ _ �I'f'� _ _ _ _ _ _ _ _ _ _ _ �f�'� _ _ ' _ _ _ _ '� _ _ _ _� _ _ _ ` !�'� _ _ _ _ ` _ _ _ _ ��'t _ _ _ _ _ _ I I I r � ,, � i .� � .� iirr ,� � ii � r ,� � ii � ,� ii � i � � i .� � ,� fr ,� f ,� � � i ,� i ,� � r � � r I I ► I I i � � f L� — — � � � i .. :. � � � �1 I� � I� �I I� �I I� �I I� �1 �: : � (� �1 I� �l � ` -� (� �l I� �1 I� I� �I I� � � : : � � f �I (� -1 (� �l � � n� : r % �, J � -1 I— —1 lu —I I— —i I— I— (— —1 I� —) (— � -1 I— —I � -1 (— IV -1 I— �) (� —) �I I— � � 1 I I I I I I I I I I I � � I I I I � � ( I I 1 I I I I I C I I I I I I I I I 1 ( I 1 � I I II II II II II 11 ff II II I II II II fl II I ( i II I � � I II II II II II I � � I II 1 � � I II II I II II II I � II I � II II I � � (E) co�c��rE su�a I II 11 �II II 11 II II 11 II I II II I1 II ! I II I II I � � I II II II II II I � � I II I � � I II II 1 II II II II II II II II I � � � I II II II II II II II ) I II I II II i I II II I ll I � � I II II II II II I � � � 1 II I � � I II II I II II II II II II II II I � � �aMP g�ONo � I I i II II II II II II I I II II I II II II ! II I � � I II II II II II I � � I II I � { f II II I II I � � � � I II I1 � � � � � ) � � � � � � � � � � � � � � ( � � � � � � � � ) � � ( � � � � � � � � ) � � � ( I � j � ) � � � � O � � � � � ( 1 ) # 10- 16 SELF—TAPPING SCREW � I II II II II II II I1 II II I II II II II II II II 1I I � � I il II II II II I � � I II I � � I 11 II I ll II il I � II II II II I � � � �. F�NGE aF �a. STUa � 0. 145"� P.A. F. � 16" O.G pC! F�'� I I I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I � � I I I I I I I I 1 I I I � { I I I I � � I I I I I 1 I I I I I I I ► I I I I I I I I I I I �?:•�•••••••�••.:co � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � J � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � u A L� �1GITl� DINAL R� MP SE �TION �:.�� . � �.,�,, : ffi � . . . . . . . . . . . .. . . . . . .. _ _ _ _ � a _ — — — — — — • I . .. . � 1 3�4„ � , _ � » 4;'@t �; . . ... .. . �.. . .. . . .. — — . .. . — a 9�� _; m �- -� i- -ii- � � � � � � � � � � � � � � � � � � � rfi �- � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � . ... � � � � : ' ? ,:' � i ii ii i ii i � �� ? ! � � ' ° . � i i � i ii i ii ii � ii 1i � i ii f ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii i i � i ' ..�• i i i i i i i i � �;=�••.m,..a.,,..,�� ;�, ii i ii ii ii ii ii i ii ii ii ii i ii ii ii i ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii i i 5 �c�� i � � � � � ( � � ( � A 3 / "x18 ga @ 16" O.C. STUD WALL � I I I I I I I I I I I I �I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I � I I I I I I I I I I I I I i I I I I I I � I a � 6 o.c. M�X � � � � � � � � � I � � � � � � � � � � � � � � � � � � � � I � � � � � � � � � � � � � � � � � � � � I � � � � I � � � I � � � � � � � � I � RE: A S1 C I II 11 � CI ll II II II I II II II II 1 � � � II � I II II If II II II II II II II � II II II � I � I � I x x X X x x , „ ,> � _, � � � � -1L � � � LJL � J � -1L � � _I � � � � J � J � � � J � -1L � � � I� � f� � � Jl._._ JI.._ � J � � I� _.I _1L __l � � I.._ J � JLJ �( . , � /2 N .w. caNC. TO�PiNCON _ a.scX2sca. � _ v _ , , CONFORM DECK (2" TOTAL THICKNESS} � � � r � � � � ru � � � � � � i— r � � � r- � r— � 1- � � r— r— � r � r � r r— � r— � r- -� r— � r —� � r— � � � � � � � � r— -� r— r —i � � W/ W.W.F. 6x6—W2. 1xW2. 1 " I I I I I I I I I I � � -� � I I I I I I I I i i � i I I I � ( I I I I !f I I I f I I I I f f 1 I ' � ' � O a� # � 2 T�K ScR�rS � 30/4 � 1I II II I 1I � I ! i I I I II II II I II II II II Il II II II II I II II II II II II In x x x x x x x x C I IL II II II II I II ll II I � � � � � I ` II II II I II II II II I1 il II II II 11 I II il II fl II I1 II I � � � - � F� � � 11- �( I I � I Ilu r� I I �I � � � II II I II II II If I II II �, I I ) �!_�» ( ( I II ! ! II II II II II II II If If II ( I II II Ii II II II II II II I � I +� �+ I II II il I II II II II I II II �, I ll I fl II II II II II II II ll II II II fl ! II II II II II III I II II II II 1 � � ir � iii � � ,.� .� ir .� � rrr � rf � rr ,� � ,� iii � ,� rirlii .riir � l� _I (_ ._._I i_ —.I L— I— ._I _I L_ _1 L_ I._ ,_J L_ _J I— E_ _J L L J t— ._I 1_ L_ —I L` ._..I L�. _i L_ �I f— _I L� _l l_ _I 1— —1 L .—i t— J ._I L_ _J i_ J I_ _i t_ _I f_ _I L_ —I L_. —1 t_ _1 I_ _! L J (_I I / / , � . � _ . . . .. . . .. ` � � . r ,.� i � iii .� i , ,� � r � ✓ ri � rrri ,� � i � � � rii � r � i � i ,� � ii . . .. . u• �._ R �. � � . : �._ • u ' . . �"� ' ry. . . . . � iri .� rfi � i � .� rif � � � i ,� .r � ,� � .� � ii � ii .� � i ✓ i � r ,� � .� (� �l I- -1 (� -1 I� I� �l � ul � -1 -1 I- -1 I- I- -1 I- -1 I� � -I � -1 �l � -1 I- I- -I I- -11- -1 (- +1 f� -1 I� -1 I- �1 I� 7 I� -I -1 � �I I- �I I- -I I- -1 I- -1 I- � ~l -1 -1 � 1 I� � r � � �' o o f � f i r s i .� o r ,% i f r i ,� i .� r � i 1 i .� r s i � i i ,� ,• ,. i i � isi � � srsr � ,� � � ,� irrrre ,� ,� rifii � � � i ,� sei ,� ,, i ,� ,, I II II II I II II II II II II I1 II II � II II II II II I ! II II II II II II I ! II II II II II ! I II II II II II II I I II II II 1 ! I II II fl II II I s' ` II II II II ll II II II PI II II II II I I il II II II II II II II II II II II I ._ . I I I ( I I I I I I I i I I I I I I I I I I f I I . . I I I I� I I I I I I I I I I ! I I I I I I I I I I I I I l I I I I I I I I I I I I I I I 1 I I I I I I E coNCR�rE B�ar� - � I II II fI II If if I II II 1 ::; �.. : �::';:::::. II II II II II II II II II II II II II I1 C I II � ! l II II Il II I �I � II II II II II I � � I II II � I II II I II 1I B ;:# II II II I II If lI II II II II � II II I1 I I II If 11 IJ II II II Il II II II f � z LJLJ � � JI� JL � � � J � _i � S, -1 � � �l � JLJLJ � � � J � � J � � LJ � J .J � JLJ � ._.1 � JLJL � � � JLJL � �I r B TRANSVERSE RAMP SECTION ' � � i� � I� �1 I� �1 � �i (� �1 �1 � ►� �1 I� �I I� �1 �1 I� � I� � I� �1 i� �I I� �1 �1 I� �1 I� �i r � I� �i �1 I� �1 I� �I � �1 I� �i I� �I I� � i i i i i r � n � � N . » _ r _ » . � . . � �j . � � � � � � � � � � ( � ( � � � � ( � � � � � � ( � ) � � � � -� � � � � � � � � � ) � ) � � � ) � � � � � � � � � 3 4 — 1 0 � � ........... ..... .............. � �K S1 : : . ..... . . �...... . ......... ....:�:: . ...... . ....... . . . . . � � _ ......... . ......... .. . :.: ::... . .:::::.: �::�:::�: ..... .....:: I I I I I I I I I I I I �##. •:.;: ::• •: ::�;::::#:#:;:::::::# :f3t�;:�#:#:: •::�:# : �'• : I I I : I I I I I 1 I I I I 1 I I I I I i I I I i I I I I I I I I I I f I I I J I I I I ...... • �:�':�:::':��`:�:':�::�:: � � � � � � I II I I I :#:#:� �#;#:� ::#�#:� I I I II II II II II I I I II I I '�:#��:�:: � �.#..:::• .�;#::::�::::#• i I I I I I I I I I I I I I I I I I I I � JL � � J I I II II II I } IC I I II :`:#:#�`: ::#�#:� �#:#� :;#:#�'"��:## � I I l I I I I I I I I I I I I I I I I I I I ......A . :. ...... ........ .::::.:.�::•�::•:.�:.•: • . . .... ....... . ....... . ....... . . 11 I II 11 II I 1 II I { { { {� :::r:'i::�i:i;:•:•:• • 1_ -I I_ _1 I_ _I � � � � � � � � � � � � � � c:{ ::fi{�: i{•: � � � � � � � � � � � � � � S1 ::� :�: '� .:�:�:::::;::�:� � ( � � � � � � � � � � � � � � � � � ) � � � a � � � . .............�:: ... .... .. "'k;;; . ..... : ...... ....... ...... ........ . ..:... . ....... . ........ ....... .;;. •. . ..... . ........ . ...... ....... ..... ::•::::::.�:.::•.�.�: • . . ...... . ....... :�:.......:.`::'::.... ........ .:::: . � � � � � � � :•• . ::::.��::•:.�.�:: •:.:... . ......... . � .�::::: : .. . .. :•.�::::.;.. L � L � L. J L I_ � L � � �;: . : �.. ....::. : : � .:::.. : ::�::�.�: ...::. .: : : „ 5 �, �, .:�.�:::... :;:;�;�:�'`` �:`.�;:�;''' � � � � � � � � � � � � � � LJ � � � � � � � � � � � � � � � � � J � J � JU CUT 2 KEY INTO E SLAB 3 x1 $ a � 16 O.C. STUD WALL � ) /s „ 9 ... ........ :; . ............... . . .... .. ::.�.�:.�:.�.:�:: � ROUGHEN SURFACE C� 16 O .C. MAX � — _ _ _ _ _ RE: A/S1 FOR CONN DEfAILS r ( 1 ) �4x��DOWEL 1 �/2' N .W. CONC, TOPPING QN 0.6"Cx26 GA, � INTQ ( E� SLAB Wj HILTI HY150 W/NW.WM. 6 6�W21xWQTAL THICKNESS} F � � I I I � ALIGN W/ � OF JQIST BELOW & # 92 TEK SCREINS C� 30/4 � � ' ' ' � ' � ► {2> �4 X_______.X-----X-X -X � � �1 t� V � � I CJ �'1 S E t3'-22n 17' -6" 15'—g$„ ,_� �,_�„ 1 — " 5'- 1Q° 16'- 112�� 15,_ 4„ 17'-0° 16'-7" -N _x �X.._..--X______.X--------X--'"'X'"""._._.X � i i " - - - - - - - - 1. y s . . . . . wy � � � � � � � ± � � � � � � � � � � � � � LL•J � _ _ � LL+.! � � � � LL�1 � � . . � � .� riif ✓ iiii � iirf � � iri ,� ,� r � ,� .� i � ri � ,� .� � r- .� ,� � � �- rr-r,r--i7 � �- T-rrr—i � 7 7- �-r-r-ri� � �- 7- r-rrr� � 7-f� r � � ,r1 iiii � � iirsfier ,� iiii � � lirsiif � � i ,� i � � ,, � 2 4 � 8 9 10 11 1 � 14 17 19 � � '� � � ,� ieii .� iiiiir � � i � iiiiiii � rrriti .� iirf ,� ,� ;. , � �' �' l � oiis ,� iiie � ,� riiiii � � iiirir � rrr � .� sei � ,, i ,.� � � � iiifiilrii � ifi � i � iii � iriiiii � riii ,� � � � i � i � ; � � 1 V!/. 111li � a� d �vv � rive � 1�ail � ol � r� do � , C RAMP SE �TIC� �1 � � �TTOM 81 � 57 SECONC� FLOOR FRANlING PLA �1 s � 3f4}� = , � -a,� � 1 /8 " = 9 '- 0 " NOTES; 1 . PLYWOOD SHEATHING SHAL� BE 3/� ° FIRE—TREATED APA RATEQ FLOQR SHEATHING WITH 32/ 16 SPAN RATING. i 2. :•:. •::: INDICATES RREA OF NEW RANiP & STAIRS TO BE OVERFR4f�ED , � WITH 35/a" STUD WALLS C� 16° O.C. i '— RE: DEfAILS A & B ON S2 FOR ADaITIONAL INFORMATION. ( w � � � 0 � M � � O . � . . . . . � . . . . . . . -__ ¢ SECOND FLOOR � FRAMING PLAN F-- 0 � o.. DRAWN BY SH � CHK'D BY SJM �, o COPYRIGHT O 2007 BY DAVIS PARTNERSHiPP.C., ARCHITECTS � z � SHEET NUMBER: � z v-, o r1 �. .. 0 r.. 0 � RE ! PROJECT # 07p40 . 0 � � � m 0 � � � _ _ _ � _ , i � � � � � � � � � �� . r �► r� h � t t� i . GENERAL A . THESE NOTES SHALL SERVE AS THE SPECIFICATIQNS F�QR THE STRUCTURAL PdRTION OF THE WQRK. 23Q1 BLAKE ST. , STE. #10Q B. RRCNITECT ' S APPROURL MUST BE SECURED FOR ALL SUBSTITUTIONS . DENVER, COLORAD080205 303. 861 . 8555 F. 303. 861 .302� g C. CHECK ALL DIMENSIQNS ON STRUCTl1RAL QRRWINGS AGAINST ARCHITECTURRL p225 Mqlhl ST � EET . UNITC101 DRAWINGS. ED�iARDS , �OLORA�O 81632 970. 926. 8960 F. 970. 926. �96� D , VERIFY OPENINGS THROUGH FLOdRS, R04F5 AND WALLS WITN RRCHITECTURAL , MECHRNICAL, CIVIL RND ELECTRICAL REQIJIREMENTS . 2. GOVE I G UIL I G CODE; I C 2003 3. LIY LO�QS USED I DESIG E BNEEGlEESIC, ° � . R �OF ST UCTU L CO SULTANTS 1 . } GROUND SNOW LOAd, Pg . . 1Q0 P5F 0150 East Beaver Creek Blvd 2 . ) SNOW EXPOSURE FACTOR, Ce . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . 0 3 . ) SNQW THERMAL FACTOR , Ct . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . o REDININE Unit #204A 4 . } SNOW I �PORTANCF FACTOR , Is . . . . . . . . . . . . . . . . . . . . . . . . . 1 , 2 � Avan , CO 81620 5 . ) MINIMUNi FLRT ROOF SNOW LQAD , Pf . . 12Q PSF NOT REDUCED) �97Q� 74$- 0711 6 . ) MINIMUM SL4PED ROOF SNQW LQAD , Ps . 96 PSF � NOT _REDUCED} ' 7 . ) R� OF LIVE L6AD ( NON -SNOW) . . . . . . . . . . . . . . . . . . . . . . . 2a PSF ; 8 . ) ROQF TOP OR SiJSPENDED EQUIP�IENT . . . . . . . . . . . . . . . AS NdTED � B. LOBBIES & STAIRS . . . . . . . . . . . . . . . . . . . . . . 1d0 PSF ( NOT REDl10ED) '; C. CORR I DQRS: � 1 . FIRST FLOOR. . . . . . . . . . . . . . . . . . . . . . 100 PSF NOT REDUGED) � 2 . � ABOVE FIRST FLOOR . . . . . . . . . . . . . . . . . 80 PSF � NQT REDUCED) i � � D. GUEST ROOMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 PSF E. HOSPITAL L� BORATORIES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 PSF 4. DISC�VERY AND FIELD VERIFICATION A . DURING CONSTRUCTION, THE GONTRACTQR �IAY ENCOUNTER EXISTING ISSUE/REVISION DATE NO . CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH r� � � � A � PR� JECT DOCUMENTATION { DISCOVERY} . SUCN CONDiTI0�1S MAY INTERFERE COf�STRUCTIOIV DOCUMENT5 1JUNE o7 L � I � � � � � � �} � W I TH NEW CONSTRUGT I �N �R REQU I RE PROTECT I ON AND f OR SIJPPORT OF G EXISTING WORK DURING CONSTRUCTIQN, QR MAY CONSIST OF DAMAGE OR TOV REVISIONS 11JULY07 � 6ETERIQRRTIaN TO STRUCTURAL MATERIALS OR CdMPONENTS WHICH GOULD n JEOPARDIZE THE STRUCTURAL INTEGRITY UF 7HE BUILDING( S) . 1 �'- " 2Q'_ 6° 19 '_ �, �P 22 _2 9 _2 19 -7 20 -2 � �. TNE CONTRAGTOR SHALL NOTIFY TNE ENGINEER OF ALL dISCOVERIES HE BELIEVES �IAY INTERFERE WITN PROPER EXECUTION OF THE WORK OR JEOPARDIZE THE STRUCTURRL INTEGRITY OF THE BUILDING ( S� PRIOR TO � - .-� - - - - - - � - - - - - � _ _ - _ _ _. _ _ .� _ _ _. - - - - - - _ _ - _ _ � _ _ _. _ _ � _ _ - _ _ - - - - - � - - - - - - - - - - - - _ - _ _ - - _ - - - - - - - - - - - - - PROCEEDING V� ITH WORK RELRTED T6 SUCH QISCOVERIES . T � � I ( ( I � � C. THE STRUCTl1RAL DOCtJMENTS MAY 5PECIF `( DIMENSIONS, ELEVATIONS ANQ � i � � CONSTRUGTIUhJ C6NDITIONS TO BE FIELD VERIFIED . THE GENERRL C4NTRACTOR SHALL � E RESPONSIBLE FOR FIELD VERIFICaTION dF ALL � e SPECIFIEd CONDITIONS PRIOR T4 PRQCEEDING WITH THE CQNSTRIICTION OR � � -I � -I I- �I I� -I I- I� I- �I I- -I I- I- -I I- -I IY -I I- Iu -I I- -I I^ �l �I I- I- �I I� -I I- -I I- �I (- �I I- �I I- �I -1 I- -I I^ -I uI I- -I � �I I� I� �I IT -I I- I� -I I- � I- -1 I- -I � vI � FABRICATION OF ANY STRUCTUR� L COMPQ�vENTS RELATED Ta SUCH I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I i I I ! I I I I I C I I I I I i I I I i I I I I I I i I I I I i I l I I I i I I I I I I I I l I I I I f I coNaITIaNS. THTS FIELa VE � IF � CATION sHRLL eE MADE z � A TI �� LY I I I I I �I I I I I I I I I I I I I I I I1 I I I I I I f f I I I I I I I I I I 1 1 I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I MANNE � sd RS To C� USE Nd dELAYS IN EXECUTIan� OF THE WoRK . � I ! I 1 I I I I I I I I I I I I I I 1 I f I I I I I I I I I I I I f I I I I I I I i I I I I I I I I I l I I I I I I I I I I I I I I I I I I I 1 I I I I I I I 5. STRUCTUR�� STAg I L I TY DUR I r�G CONSTRUCT I ON � I I i II I II II II II I II II 1 II il II I II II II II II II II II II il II II II II fl I II II fl II II I � � - � - - --- - - II _ II � - - - - _ _ _ _ _ I I I I _ ,_ _ _. _ _ I I _ I I I I _ f I _ I I I I _ I I _ I I _I I _ I I I I I I _ I I I I i I _ i I I I I _ I I I I I I _ I I f I I I _ I A . THE STRUCTURRL DRaWINCS ILLUSTRATE THE COMPLETEO ST� UCTURE WITH � I II II fI II II lI II II II i II II ( I II II II II 11 II fI II II II II II II II II II Ii II Ii I II II II II II II II II I ALL ELEMENTS IN THEIR FINAL PQSITIONS, PROPERLY SUPPORTED AND 1 I , I I I I I I I I I I I i I I I I l I I I I I I I I I I I I I I i I I I I I I I I '� I I I I I 1 EQ� E4� I I I I I I I I I I I 11 I I 1 I I I I BRACEQ. a� �� L _I � � J � .J � L � J � JL _1L � � � � L _ILJ � J � �JL. L � J � � L � L � J � J � _I � � � . � L � � � � L � �. J � � J � � � � � a��' � . �'�•:�'T � � ` _ _ _ _ _ � H� _ - - - ^ B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS ..,, :�4- �p :�`.�y W= 1407# �_ AND METHODS . O:� ; � _ � � 3673 z : O r � �`V r C. THE CONTRACTOR , IN THE PROPER SEQUENCE, SHALL PRQVIQE PROPER � ; �. �?�,c� I I � I -1 f (� �I -1 I� (� �I (� -1 f� � �I f� �I i� �► I� �l 1� �l I� �I (� -1 (� -1 I� �I I� �1 �I � �I I� � I� �1 f� I� I� � � (E) OVERFRAMED RIDGE I II oo II SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO � � � �' � � �---1 l- -I I- -I-I- - -I I- - -I�-- -I I- - -I-�-- - U -1 I- _ -,--- - - � N r N OPNG � - u ---� - -1-�- - u�; I- - -U-- - u I- - -1-1- - U -I - -1-1- - I- - -I-I- - - �� `' •,.,..,e,>.•••" � `� �., , II II I II II II II II I II II II II II II II I , II il II II II� II II II II II II II II II II il I ACH I EVE THE F I NRL COMPLETED STRUCTURE. �,•`• �o� � I I I 1 I � I I CuT I Su�� - �� . � � � I I I I I I I I I l I I I I I I I I I I I I I I I I I I i �! 1 I I { I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I -� °- D. THE CONTRRCTOR SHRLL_ BE RESPONSIBLE FOR RLL SITE SAFETY ISSUES AS I 1 I I I I I I I I I I I I I I I I I I I I I I I I � � � I I I I I1 '- s" I I I4'-�/'" I I I I I I ' " I I ( I I I I I I I I I I I I I I �aNDRTEQ �Y FE6E �nL, STRTE At�D LaCAL LAWS AND RECULATIO�S. THE II I ( I II II II I ) I 11 II II II II II O I � � I II N �W OPNG i CONTRACTOR SHALL EMPLOY A " COMPETENT PERSQN" AS DEFINED IN OSHA � � � � I I I I I � � � ( ( I I I I I I � CUT IN SfAB I I � � C REGULATIONS Td IDENTIFY SAFETY I55UES. THE CONTRRCTOR SHALL � � � � J I_._ I_ -I �. _I � _I I_ .� I_ I_ _I � _I I_._ J I_ .J I._ � � � J � �1 I_ -I I_ .._I I- I_ _._I I_ I� _I � _I (� I_ -I _I I_ -I I_ J _I I.._ J I_ _I I_ I_ _I I_ .J I- _I EMPL4Y A " QUALIFIED PERSON " AS DEFINEQ IN OSHA R G E ULAT I OfJS TO (} , -i i-' -i r- -� i- r -� r --i --i r -i r-- -� r- r -i r- -i r- � r- I I I I 1 � � � � r- -7 r- -i r- � r- i- -i r -i r-t' � �_g��-� � � _7�� i- --i -i r -i r- --i �- r- -� r �- � r -� SPECIFY THE RESOLUTION OF SRFETY ISSUES . ►J � 1 I- - � I- - - -I i- - �- - N �-=�-I I- - --I�u-- � - - I� --�- - - -�- �-I I- - - I- - - k� �-_ ` - II II II ( ( I I � I II II I h II II I I ) II II II II II ( I Il II I II � 11 11 II II II f � 6. SUB ITT� LS E F _ _ � � ► � � _ � � � � ► ► � � � � � f ► t � ►� � � � ► ► ► ► _ � � � _ � � _ ► � ► ► _ � � _ ► � � � _ � � _ ► � � � � � ► � _ � ► _ , � ► ► _ � � f � � ► ► _ i I - � r I� - �" - r � r= A . FURNISH 4NE SEPIA AND qNE PRINT OF SHQP AND EREC7IQN DRAWINGS TQ � I � I II I II II II II I II II �, I II 8�_4�� I 1 � II II 11 II il il II II II II II II Il II II II II II II Il II CI I STRUCrU �� L En� cln� EE � FOR REV7Ew PRIO� �ra F� gRICATION. sUBMIT � N R I , I II II I II ( I II II I II II �, I II I I4 II II I1 II II 11 ( I il II I1 il III II II II II II Cii II II II II I TIMELY �a �NE� Ta � ERMTT � o woaKInac aAYS �OR �EV � Ew aY sT �UC7uR� L -I I_ _i I_ _J (� L_ -I _I I_ _._! l- L� -I I� _1 I_ I� J L L _1 l� _1 l_ 1_ _I I._. -I I_ J I_ -.I I_ �1 L�, �.J t_. �I l� _I � -1 t_ _J _1 I.,� -1 1_ _.I l_ _l L_. -1 I_ _.1 L._ J I_ J I_ _I I_ J I- _t ENGINEER. � ; � � B . GENERA� AND SUB-CONTRACTOR NOTES : I! � � I- �) I- �{ � I- -I (- -I I� � � I- � (' I- f� I- ,- � � � � i � � b 1 . THE �ENERAL CONTRACTOR SHALL REVIEW ALL SUB�i TTAL � P � � Il � I! -I I- �I I- �I -I �1 �I I- I- -I I- -I I- -I I- � I^ I -I I� -I I- �I I- I- -I -I I� i I- -I I- -i I- �1 I- -I I� i� ~I �I -I � -I � I RIOR TO �E) OVERFRA� EQ RIDGE � SUBM I TTAL FOR REV I EW BY TNE STRUCTl1RAL ENG I NEER I N ,y I I �I--I (- - -�I- -I (- - -I-�- - N (- - -I-�-- N --a {- - -N- - N N ---� r - N I- - N -I I- - -E-I- - �I --I - -I-1- - N -I I- - - N (- - -N- - N --1 I- - -N- - I- - -N-- - N -I I- - ACCORDANCE W I TH THE PROJECT SPEC I F I G� T I ONS. ` � : . I i , i II II I II II Il II II II II I I II II II II `� II II 1I II 11 II lI il II II il fl II II II II II If II II II I { ! 2 . ) THE sTaUCTU �AL a �AwINGS sHALL NoT BE uSE� RS a� CKCROUN� s Fo � , I I � I II I II II II II Ii II II II fI II I II IIO II � II II I � II II II II II II Il II II II II II II II II II II II II I sHaP o� EREGTION DRAWINGS . a�� wINGS PREPARED IN TNIS M� NNEa � I I I I I I I f I I I f I I I I I I I I I I I I I I I I I I I I i I I I IJ I I I I I I I I I I I I I I 1 I I I I I I I I I I I � I I I I I I I I I I RND sueMlT�rE� FoR REVIEW TO TH� sTRUCTURaL ENCINEER wILL �E � I i , l il � I { I II � II II II II I � II II II III II � II II II II II II � II 11 [ I II II II II II li 11 il II II II I aETURNED RE �r� CTEa ANa CaNSIDER � a As r� OT aEING I � CONFOR�� NCE � � WITH THE PROJECT SPECIFICATIONS. � :- L � � L � L � JL. � LJ � � I� L. � LJL �JLJ J � � -1 LJ � � L � � _IL � � � JL� � L � J JL � � JI� JI� JI._ �ILJ � � J � � LJ � � � � I- �l I- �l I- �l I- �1 I� iI I- �i I- I- -I I- -I f -I � -I -I I- I- �I I- �1 � -I � -I I- -I -I I� -I I- �l � I- -I -I � -I I- -I I- -I I- �l (� -I Ci I- -i I- �11- -1 7. L I GHT 6AGE METAL FRAr� I NG N � � �, ► I ..�--► r - � � r - - n � r - - - - n � r - � - n � r - � - n � - � - � � r - - � r - � - � � r - � - r - � - n � � - A , 16GA . NDHEAVIERS � � � � I I i I C I I I I i I I I I I I I I I I I I I I I I I I I I � i I I I I I I I I I 1 I I I I I I I I I I I I I I l I I I I I I I I I i � J , A TUDS SHALL HAVE A � INIMU� YIELD STRESS OF � 50, 000 PSI . 18 GA . AND LIGHTER STUDS AND TRACKS SHALL HAVE R I i I I I I I I I I I I I I II I I I I I I I I I I I I 1 I i I I I 1 I I I I I I i I I I I i I I I I I I I I I I I I I i �- --� ' MIN � MUM YIELD STRE5s QF 3 � , 000 PSI , I j jl II I II II II II ( I I II II II II II II II II II II li II 11 11 II II III II II II II II III II II II I � � � � � I I I I I i I I 1 I I f I � I i I I i ! I I I f I I I I I � I I I I � I I I I I I i I I I I I I I I I I I I I i i I I I 1 I I I 1 I I I I i I I I i i I I � � � �. STUas ANa TRACKS sHAL� BE 2o GAGE � � NtMU�, L J L � � � � � � � � L � L � � � � � � � � � � � � � � L � � � � � � L � � J L � � � � � L � � � � �- --� �- -� L- -� �- -� � C. PROVIDE DOUBLE STUDS FOR FULL HEIGHT OF WALL EACH SIDE OF ALL - I i' I OPENINGS. WELD STUDS TO EACH OTHER WITH 1 - 1 /2 " LONG 1 /8 " FILLET � a - WELDS AT 12 " 0 . C . EACH SIDE . PROVIDE STtJD TRACK AT EACH HEAD AND ' i SILL. L� _ _ � C �` - - - - - - - - - - - - - - - - _ _ � D. REFER TO PLANS AND DETAILS FOR CONNECTION OF STUD WALLS TO 1� �j �j O � � � I O � 1 � - - - - - - - - - T - - - - - - - - - - FOUNDRTION, FLO� R OR ROOF. ( I I I I ( I f . 8. TI �iBER � �+ � tJ � � � ' � 1 1e:a �: � 3 -� � 7� -6� � 5�-8�� -3� ° �' -4%° 1 � 55 �� 5'- 10" 16' - 11%° 15'-4" 17'-Q" 16'-7° A . ALL TIMBER PRODUGTS SHALL BE IN ACGORDANCE WITH THE NftTIONAL � FOREST PRObUCTS RSSOCIATION, NRTIONAL DESIGN SPECIFICRTION , � LATEST EDITION . ; � � � Q (} `) � � � � � 1 � B. kLL LUMBER SHALL BE VISUALLY GRADED AND HAVE A MAXIMUM MOISTURE �) �) j � 1 7 1 � 2 1 CONTENT OF 19 � . � � C . SHEATHING: � 1 . ) CONF4RI� TO AMERICAN PLYWOOD ASSOCIATI6N ( RPA} DESIGN SPECIFICATION , LATEST EDITI6N . SHEATNING SH� LL BE � GONTINUOUS OVER THREE ADJRCENT SPRNS MINIMUM. � � � � n rf p � � � � �� ,�� i 2 . ) FLOOR SNEATHING : 3/4 THICK TONGUE AND GRDOVE APA RATEQ v �� iv � SNERTHING 32/ 16, EXPQSURE 1 . NAIL TO SUPPORTS WITH 10d @ 6 ` ! • � INCHES 0. C. AT ALL PANEL EDGES AND 10d @ 14 INCHES 0 . C . AT �/ C� II � � �} I (� �� 0 INTERIOR OF PANEL . GLUE FL60R SHEATHING TO SUPP� RTS WITH � � � � � �, A �^► � q " TITE-BOND" ( 4R APPROVED EQUIVALENT ) . CONSTRUCTION ADHESIVE ROO F FRAIVI I N !7 P U-1 � SHRLL N1EET APA AFG-61 , � 3 . REFER TD DRAWIN �S F4R SPECIAL SHEATHING OR NRILING 1 /8" = 1 ' - 0 " � REQU I REMENTS. NOTES. L AIR HANDLER AND PENETRATION DIMENSIQNS PROVIDED BY MECHANICAL ENGINEER. COORDINATE SIZE AND WEIGHT WITH MIECHRNICAL DRAWINGS PRfOR TO INSTALLATION . 2. SUPPORT R1R- HANDLER OFF t7F ROOF WITH LIGHT-GAGE f�EfAL CURB. � CONNECT TQ (E) SLAB C� (4) CORNERS (MIN} W/ �/2"�x3" EXP. BOLTS ^ RE: �IECHANICAL DRAWINGS FOR 51ZE � � 3. LOCATE UNIT AND SL4B PENETRATIONS AS SHOWN ON PL4N. ~ 4. DO NOT OVERCUT NEW SL�B OPENINGS BY MORE TNAN 4" ON ANY SIDE, � 5. VERIFY f�INIUIUM OF 4" FROM EdG� OF OPENING TO FACE flF JOIST OR BEAM . 0 � � �- i � 0 � ROOF FRAMING o PLAN � DRAWN BY SH GHK'D BY SJM � � 0 COPYRIGHT OO 2007 BY DAVIS PARTNERSHIP P.C., ARCHITECTS � z w F = v� SHEET NUMBER: � o � � 0� � � 3 o � 0 ; z m 0 REI PROJECT # 07040. 0 t � � � � , _ _ _ _ ; � � � � � � _- -�.� � K: . . . E. �. . . . . . . . . . . � � � . . . . . . � � � � � . . . . � . . . . � . . . . . . � � . . . � . . . , . . . . . � . . . . . . . . � . . . . � . .. . � . � � � . �'�� s��-��'� _-�.'�� r�. i:. � . . . : . � . . . . . . . . . . . . . . . . . . . . . . . � . � . . . . . . .�SC. F ��:.v��',�� 1e'..�5� . . � . . . I . ;- . � . . � � . . . . � � . � -LS, ' � �,�-��,�;'mm'�£K.�' '� �-�Ye_ i. � . . � . ( � '" PLUM6� IN � LE � E �J � � EI� ERAL LE � END HY� � LEGEN � r� � � � � � �_ , .��.� � � . � ti � �� F„ (Not all symbols listed below are used on these drawings) (Not all symbols listed below are used on these drawings} (Not ali symbols listed below are used on these drawings} `�' �'� �� '� ,� , � s� _ t � ,;;�� ;:- � "-� �.:� :. f ABBR. SYP�BOL DESCRIPTION A�BR. SYN9BOL DESCRIPTION ABBR. SYiuIIBOL DESCRIPTION ABBR. SYMiBaL DESCRIPTION ABBR. Sl'MBOL QESCRIPTION ABBR. SYMBOL DESCRIPIIQN r Y �� ;; �� - � � ; � , � � � � CW - DO�dESTlG COLD W�TFR PIPING � � � � SCb � SURFACE i,Y�"ciWOd1T � � � � SEG�ION DESIGNA�ION � �� CRP END OF PIPE � � � Nk(5 - HWS - HE4TING i4ATER SUPPLY PIPING � � � � SUPPLY DUCT UP � SUPPLY DUCT D069N � �-� �� ' � ' =��-�, � � ' �-:r �� NW - - - - DOk9ES9i� HdT MIATER PIPING FCO �, Fl.00R CLEANIXIT X SECTIQN DRddIN 6N 'PHIS StdEET XX RtTCH DOI�T! IN DIREC110N OF ARROYt HN�R -- HI�R -- HEATING VYASER RENRN PIPING � � REIURN/E�9AUST DUCT UP f RETURN/IXHAUST DUCT D6Y�i � �` -� -' _ � ; :: ; si - � � X � y ° � � a �4r� h � t �ts H1'P� - - - - - DOA4ESTiC HOT Hi,�TER qRC. PIPiNG M�0 �-il WALL qfANOUT SEC11�N CUT ON 7HIS SHEET --'�� PtPE AtdCHOR HTIWS - H'IW5 - Nlqi TEMFERAIURE H07 WAiEft SUPPLY PIPING � � ROUND DUCT UP / R�lND DUGT DO�e1V ' " �, i � � � � , _ � '�,�; _� � _ � C-S�d - - - D C C t�ATER �PING T C T X Rl QIAG NU6�B � PiPE GN�t T GUIDE H -- H -- HI P 1URE HdT tF1A R PtPdNG Ft2 iNDPCATES T OV�L DUC K � `" ' '� � ` , ' ` - , " ' H-SI�i - - - -SM!- SOfTF7d� DQkIESTiG HOT fNATER PIPiNG LC� q� LINE CLEANOUT W-� �iEET RISER I5 DRAtl�TI �N -t�#- UN[ON OR Fl.PJd(� C�dS - CW5 - GillLED 4pIdTER SUPPLY PIPING � FLE39BLE QUCT CONNECII�N I 1 ' H4Y - - - ° t '- DOA9E C HOT WA P(PitdG P �7URE SH�N�E Fl RE DRAIN P- UNf E�UIPA6 T UNIT ID 14F1C�71�N N IC PIPE U - -- I WA R RN PIPIN� 6DD �ACKD FT D PER d -- -- - - - - - - - i�EPIT PIPIN� .4D � AREA DRAIN � EQUIPMENT UNIT NU�19FR --r�- ECCETliF21C PIFE REDUCER 6 - D - C�OIJNG COIL DRAIN PAN PIPING TCd � IEMP. C66dTROl DA9APER-OPP�SED �t.ftDE dY ° J6V - AGD RE�STANT VENT PIPING F6 FLOOR DRAIN R�UND GR�TE DIFFUSER IDENTIFICATION 2301 BLAKE ST. , STE. #100 � (� ( } PR6/ �- PRESSURE R@UCtNG VALt� C - C - CBiVDENSER WAqER SUPPLY PIPING TGD C� TEk9F. CONTROL d1�PER-PARRllEL 9LRDE NECK DENVER , COLORADO 80205 � � X DIFFUSER NECK DBAMETER YS - � - �tA PdPiNG ( � Ft R IN BUI !NG} FL R �NK ( U TE� C� DI SER P V PR URE D� P Tt1RE R EF V�L -- -- @ S �VA R PIPING T L�U @�1 S 303 . 861 . 8555 F . 3Q3 . 861 .3027 � ° !Y °°°° WA �lPING 9 �4� FL R BN 6UILDING) RD�OD o R F D N � �� DR,41N l8W P RE PPLI° PIPING � ( (E� SiING P � v�L� S ( t � U,�t. U�4E D��P 0225 IVIAI €�1 STREET . Uf�11T C101 �.�! - A0� � �C9d � T Y� PIPING ( 0� lN 9Ui ING} G P RE UqNG YAL EDWAFZDS , COLOR/�DC3 $1632 (N) NE"� G� �l�L C -- LPC -- L�� P� ND TE RN FIPING �T OP � ��,k�P � 970 . 926 .8960 F .970 . 926 .8961 � �� -- A4Y °°° XCiD RESIST�NT ��57� PiPING (�EL4W FL� IN 9U6LDiPlG) V9 �1�4�SPHERtC VA�1Uh4 6REAKE�B (R} RELf7CATE!} � VERTlCAL PlPE A��t.VE l�PS - �tpg - �EI�IURI PRE�lRE S1E�$ SUPPLY PlP6NG �_ SP6N-IN F�TT3NG YR7F! �!� j (96�-60�} i C� � Gd � C�BEASE DRA6N (&YASTE tJNE 1'� �F� INTE'6�CEPT�2) RP�FR RE7DUCEQ PRESSURE �ACK�i.��t PREI�E�dTER (F) FiJitBRE t�Y C�.�6E VAL.YE �PC --� AQPG -� k9EDIU@� PRESSi1RE �NDE�lS,4TE REil1RN PlPING FD � diDCS �1RE D�PER I IW � i� °v SNdIRECT � PiPING 6FP d 6LE EqC � Ft��d P� 7ER P�NT NP6ECi] , N NG �FY �tJ FLY Y HPS HPS - (6� 1� �E PPLY PlPING C 61N�T1 DUCT �M�KE FIRE � P S -- � -°� NIT Y PfPING ( dE 6UI ING} S,4 SH� EST 1Yfl LATlON d�,4L DiREC81�N � Bh! PIPE 9Y � V HPC -- HPC °- HI P� sURE NDENSATE R P6P{NG DUCT S�SO�E D P i ST -- �T -- R@A S PIPiNG �9 4�1 E QU DE �UB 6NG} �C � UT- Y�al DUCIi" K. P(P[NG D E 6P�SENT �E RE�4� D � ` � ECK Y PC PC PU�RP ND PIPING DUCT OKE DE � R ( � m SSE} --°� SSD -- SU��St9RFR�CE DR�tIN PIPaNG I�B ST�P �ND DR�fN �BaL� QIA � dI��E4E� S�tEid�D V&1.� �9D - 95D - ��LER �L(9l�O6"v$� PIPlNG DAd �$�� UCT A,GGESa D�R � SD - dRAIN PiP1,NG ( 0 FL R iN BUILl}ING� F� FLOW C Oi. Y�L � 4� A DO 6U M S O1D VAl 9F 6F - 64EILER VN� R PIPING � 14JRNING Y�NES IN DUCT F190� ' SD °- RPA DRAIN PIPING (��' FL R IN 6UILDING) b�' N'YD T N!C N�T IN C CT � H� D DR�JN bAL� RL - Rl - R I T UQUID PIPiNG � i �D - Q� - OdERFLOW DRAIN PdPING ��6QVE FL�R IN BUELDlNG} H� �-- Hf}SE 9169 �FF A�O�tE F{NISFEED FtO4R p fT � ��T PRESSURE�lPERd1URE 1'AP RS -- RS -- RE�Rit�tANT SUC73�d PIPItdG EP � ELEC7FiIC-PNEUA9,4TIG f�NTR�L VALVE j i OD -- OD -- Od�ERFLQW DRAIN PIPING (6Q.O� FL60R IN 6UILDING} YH p Y�RD NYDRANT GC GERIER�L CON��TOR -�- STftAIFIER RHG - RHG - RffRIG'ERP,PIT H97 GAS PIPING PE � RNEUMAIIC-E�.ECSRIC CANIROL S4`dITC�i � A - A - 6dP i1ER H M H P�C AiE IC�.L CT ` �fN 'Rt/ �LO 0 P �iURE S S i G - G - NATURAL C�S PIPING G CAST IROtd EG EIEC'TitICAL C�lTRACTOR -�--- Ft�6LE PIPE Q�NNECYOR TT �yT 7HERk40STATtC STE�,FA TRAP Q 4l°AL.I. AIWNTED TNERP�dSTAT i P M Fl Y PIPE TCC P �TU OL iRAG TBi �Wf F&T e�r aT D l�l A9 TAT1C �I AP T UNIT MdUid TH iAOSTAT � CAT B N C KITCH E IPBd T ACT PR RE GAUGE IBT � IN BU P H HUlAIDiSTAT T 1HRU R F C A4 T GlASS TCY ��TO �, � � 1Jz ,� � �s�a � � a�r �s, �c�. � ,,, (2 QR 3-WAY) P TURE N YAL UN6 T D R � � iE iNV�ra7 �vnn� Nc NOR�AtLY cz..os�b c.�.P. L`1� c�uNC �ccESS Paria �F- �7uRi M�t -�c-�- Lauv� GONSULTING MECHANICAL/ELEGTRIGAL ENGINEERS � 1550 DOVER ST . , SUITE 2 �v� �o�vwNK Cw�ortia� �o �aRe�,�� cs��a - � - Pu�� ---�- c,auBRa� ��vwc�� vaLV� R au�r Rise LAKEWOOD , Ct7L0 . 80215 RUST � RSV R t T S !�� V�,L D DUGT DROP �+ �+ Yi p l , C-� !� -1- �y . . . � � . � . . � � . . . . . � . . � . . . . . . . . � � � � � . � IJJVE�f� EV ' SIQ L1�"of � . . . V . � . DPS --�� DIfFE72ENT1?d. PRESSURE S�tYOH A.l. At�U511CALLY LINED DUC7'd�K AIAY � A6ANUAi, RIR �IT TC�AD TEAtPER�TURE GOtd1R�L OU'P'�DE A!R D61A�PER ADDENDUM �� S -ZF - O7 � Y T WT1C �IR T RAD P � RE C R RN R D P TO�f CODE REVIE 7- � 3- OT FS �_ FLO� S!!�TCN TCEAD TElAPEf��4TURE CONT32�. EXNAi63T ABR DAA9PF� ffi EJ -�}-- E�IPAPl��9 �INT � BI� Yn� STATIC PRESSllRE IN 9NCHES ��TER �LUE�N �J 9 !NT � G PEN�AT�R � SUPPLY P,IR 6 RG � RETURN�IAUST A!R DEt�CE �4`15aG4sr�/HY�,HE�2 � . � � � � �1PPLY dc RETURN �RAN8�9 � � PIPiNG 'f� '6ER�tINAl. UNIT � �L ' � D � U � LE SI �I � LE LIM1fE � l� � T LE � N � /� F� � �� IS- �}�T� FOL�� i ��i �Not alI syrnbols listed be�ow are used on these drawings} L'-� CFM CFNI 'f�� E�P N (�. FA[V VP� RATdQN FAC� C�IL AlF2 �P EAT LA� WATEE� �h�e��i��'s�a�s�o� .� SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOU �LE LINE $�� DE�9Cie MF4�. IVlQL��L TC77AL O.ai. lfV. VU.C. Itd. ON.G. Fk4�3 WFBEEL E�PM M9 (!�. I �OLATOF$ S �E21/l�'E AR��! CFM AT IiV V1i.L'. ° F °F M �FI C� P' M dP �T. 7'1°PE �. RE� % CQNT'F$$3L REIVIlAR�CS +h " � �jl ��P A°T 8000a ,�r aaoo' AT 8000' AT 8qQ0' VIih1EELS DlA. PE HP TYPE SF 8000' AT 8000' �� W � � iN.�. sF EFF. Roc�a d�� + '"�; � HEATING 7.54 3�00 0.08 36.7 21 .2 96 - 174 17.4 0. 85 PRE 8.9 30 sEE Ducr � � a � � G O O L I N G 7.5 4 3 8 0 0 0.2 6 8 0 5 9 5 0 4 9 7 7.7 r a K E-o r� �� ,HU-1 TRANE MCC � � 3800 3800 5.1 2A 9 �i2" AF 1800 7.5 SPRING - - SEE SP� ECS '� , a, 3 oEr,ai� b m; � RECLAIM - NT� 6.88 3800 0.65 -19 -21 4Q 36.7 171 40 15.�7 a5' �E BOUryp} so° TEE RECrANGUtRR) FLEx �ucr so' RaDlus ELS � � � �f� ° - �� ' RECLAIN6 - CLG 6.88 380d 0.65 85 60 �0.7 58.5 15.5 40 'l4.45 FINP� L - CART ' S6 95 ,� �, �� 2Q(�l.� �� RECLAIM - NTG 6.88 3500 Q.8'9 72 59 36.2 36.2 171 46 15. 12 � � � �",s o� �� RF-1 TRANE MCCB 8 3500 - 2.� 1 .5 1 92.25" FG 1800 3 SPRWG 3 �� CoNIC,� °��,„� '��e��s��+� .�� RECLAIM - CLG 6.88 3500 0.57 75 60 80.5 6'f .6 15.5 40 'i4.4$ 7EE "��c� /�� '" �e,°� Nl�TES: 45' TEE RECTANGULAR) 90' TEE �UND� I�AANUAL VOLU�AE DAMPER ��1l�S�1ii��i�� 1 . MINIMUM 2 ROW HEATING COIL. '` _ �� 2. IVIINIMUM 6 ROW COOLIRIC COIL. . `voLUr�E D�PE� 3. MOURIT tlNIT ON MANUFe4C"fUFZE92� BASE �iAIL. S855-3 DUCT SPLIT � $EDUC�ft 45° ELB � ' �� PVIAX. IVI/aX. 6VI� CV . IVII �. HEl�1"1 �1C's �E}fL �Al'A L� M� ��L IiVL�7° [lE�SS€� tV Pi21M,4R� FIEP�1"IfVC9 � F�IIV��1Rlf IiVLET �. P. VVAT� � �E�[G. S � f2ill�E I1AF �. ( FiBC9H CDiA. CFfVI CFIVI �Flt� � FM thl l(V.�. Es47' LP�1' iV6 � 6i (s" t�fVi �1 � F�°. E4PlfT ��iV �f�t�� F�Eft�� RfC� 1NF�EEL �Ff1� �. �. TIi� C� 617'L�1° �fl ��i°CIC)N A �� Fd�X. A �2� lV� �o iV� Ep (IB� .} AT 8000' P��f 80Q0' AY �000° Pi� �Q00' ,4i' � .L. °F °F .�. °F �E�I�. FR. � E� FA� 1'Y�� E 1/IC� I�. AT 0 �. .G. �,��R�X. SPEE VELt?Ct 6VIIfU. I �� L�4T°� IV� AM �E l"I-I ��AI" $Q C� M11T� L ��A F6 (iIdGH �S} �d00' AT" 800Q° PIUI � F � � �F� } Fi � TY� � PE T`��E �I . IUI� IdRl1'Ihl� "� m2�1 I� t� L� Y °fl'Tl�� i/ � � 270 900 270 270 0. 57 55 90 �.5 0.6 0,5Q °� SO � EE ��C. 1 � F-2m1 � E � fVQ��14 �� P-p,290 � �ILI � � L�� T�fLET° 9 16Q 0.5 1022 1 �06 1151 80 � �IRE�1" � �� _ L.IG 1` INLtfV � � IT�Fi 7' -Z-2 L�4 - EXl°ERI�R 1"IT'iJ� ES�I 9 9 �00 1 ,050 �00 800 0.46 55 90 2502 1 .� 0. 5Q 1 �0 � �� E�. 1 � F�3m1 � E �fVFi��C ��-�0 INLffU � f�dl� �� I� L��Y � 5d0 1 , 25 232Q 6795 3�1 1 /2 � �! �!� EL.l' � � � 2x12 m � � E �PE� � � -2-3 LA � If�l'� Rf�� 7'�1"lJ� � E�lf 12 12 1 , 50Q 2, 000 19500 � , 500 0,65 55 9Q 47.3 3,2 0.50 1 �Q � E� � � ��. 1 1 1°�-2-4 i/VAII'lNC�1 f2E�E�1°B�N 1'll'l1 � �E�i( � � 3�5 90Q 200 2D0 0.57 55 90 6.3 0.6 0.50 '� 30 � EE � � ��, 1 � T�-2-5 � FFI�E� i'!T'0JS ��!! 6 6 200 50q 200 200 0.46 55 9Q 6.3 0,6 0.50 180 � EE � PEG. 1 78-2-6 MEETING 1 �FaEAK �ITUa�° DESV 8 $ 630 900 40U 400 0.57 55 90 12.6 1 .0 0.50 1 $0 SEE SPEC. 1 6(26/200718: 18 P:\WMC\2006-239 Lab Remodel\Cad\Mech\Mschedules\[M-2006-239.xis]S85d-1 Fan � � � 1 REMARKS : 1 . P {20VIDE BQX SELEGTIf�fV TO MEET L/�T, DE�IGN CFM, APVD MBH . GPM EST'IfV�,4TE�s ARE FOR fZEFEREN�E OfVLY. � I � � � � � � � � � � � � � � 6/26/2007 16: 19 P:1WMC�2006-239 Lab Remodel\Cad\Mech\Mschedulesl[M-2006-239.x1s]S933-2 Term Box DESIG. MFR. TYPE MODE� FRAME MATERIAL FItVISH DAIUIPER ACCES�S. [2ElVIARKS TYPE � � � \ J � � � � � A TITUS CEILING �UP' PLY TM5 L!�!Y-IN �TEEL WHtTE -- -- 24X24 FJ�CE � � I � � �� C3VEFtALL DIMENSlONS {IN .) FREE /alla �� TITUS GEILING RETUffN PAR L,4Y-IN ST�EL WHITE -- -- 24X24 Fr4CE o DESIG. MFR. MdDEL AREA IN W.C. GFM FRAME FINI�H t2EMARK� � � I . LENC`x'fFl HEIGFiT C?EPThi �F AT S . L. STYLE C 71TUS CEILIN� EXFtAl9S1' PA�2 L�Y-IN SEE � IZ4{IVING {NHI�E ° -- 1 L-1 G [�E �R1FfECiC E �SD-4�03 41 4'# � 5.7� 0. 077 3800 FLAPdGE N61L� 1 I � � � � TITtf� �EILi G EXFl�l9ST 23 L FLA �1G � �TEE� h911'E __ __ l L-2 � EENHECK 5�-403 40 4Q 4 5.33 O. Q97 4000 FL�, �V�E ILL 9 � i � REMARK� : iiEfV�ARFCS : 1 . MAT�F21p.L �F6��L �E S1'EEL �D €V�. 1 . PRC}t(I �E � 11G �CE�EE �R � N IhISi � � 4F LC9t�OPEt2 VIlITH FULL S�ZE I�LEf� l91Vf BEFiI�I � L�l1VEt2 Uti1TF1 ,4�GESS �OOl�. � 5131i2007 16:00 P:\WMG\2006-239 Lab Remadel\Cad\Mech\Mschedules\[M-2006-239.x1s]S932-1 Air dvc � � 6I2612007 16: 18 • � �/� � I , � � � � r� d � ; ` ` � I � � � L � � i� I �! 11 � 1 °T � � [� E lJL � 1657 i � L I � I �� 1 � �tI�OTCFiE� GOOLENG CC}ND. AM�IEN� APPROX. LOW AM�IENT [ L? ESIG. MFR. MC} �EL SYST�M CAPe4�ITY TEMF�. 7EMP. C1PER. GOtdTi�OL REMARF�S DUCT Tl'PE PRESSIJRE CLASS REIl�ARl�CS COMPOh1ENT nn H a�soaa° �F °F EIGiiT °F CU-5 ? NE 2TTA09dd�4 AHU-1 72.4 1 85 �0 261 __ MEDlUM PRESSURE SUPPLY, FAN 7'� lkl � TEP2MIIVAL + �" LOW PRESSt1RE �U � PLY, AIR TER(VIItVAC T4 OUTLET + 2" RETURN, GF�ILLETOSHAFT - 2" iiflG �.e � O"'� IVI �d'9L L � �.7 � I �ilJ ( OUTSIDE AIR, WITHIN MEC6i i�t�OM _ e�" 6/26/2007 16:18 P:\WMC\2006-239 Lab Remodel\CadtMech\Mschedules\[M-2006-239.xis]S743-2 Air Cool ( AN � � GHE � IJLES j � EXHAt1ST _2" DATE 06 -Q 1 -07 DRAVYN BY 5(31 (20d7 15:57 P:\WMC\2006-239 Lab Remodel\CadlMech\Mschedules\[M-2006-239.x1s]S891 -1 Duct Psr CH K ' D �Y WAT � SHEEf FILE P- MLS _ � m CdFYRIGHT 2005 BY DAYIS PAftTNERSHIP P.C., ARCHITECT'S � SHE� NURABER: � � Catar, Ruma & Assoc. FILENAME: P: WPuIC 2006-239 LAB REMQDEL GAD MECH P-MLS.DWG _ M1 .01 PLOT: Q7 12 2007 � 1 : 46pm REV: 07 12 2007 CAD: MJohnson XREF: tb.dwg tb-b.dwg _ _ _ � __ _ _ _ _ _ : � z _ E � w �� { y:- �..� � :_ � � } - � , l � : � . � . � . . � � . . . � � . . � . . � � � . � � . . � � . � . � � . . . . . . . . . � . . a '.,�"-��,�r�`�,�, ,,„� x mv.x r,� •�„�.-�'� #�,-, �-a�� y. "'��-�..-. _ � � � . . . . . a � � � � e � r ; . . . . . . . . . . . . � . . . . . . . . � . � . . . � � . . . � . � . . . . . . . . � �'� -�. �—�^u�s T s.i-'r --£ ��2 &'s�.�� ,��°{t*��: . . . . . . . A� � � � � �� . . . . . . . . . . . . . . . . . . . . . sr. ��'+��. `�'k`,,,si ' +�v� �� . � . . � . . . . � . . . � . � � � � . . � . . . . � � � . . . . � � . . . � . . . . . . . . -w .�3`�� `�i �x� �e',� ?"' �'ma� -* � vVs, x ��'�� . � .. � � . . . . � . . � . IVIMA. � �`! IF$L . YI � I �VIV � {lW & IVIV LJI�Mf7QRl7C . . . . . . . � . . . . . . . .. . . � � � . �,�� s. . *��,�° � _, .e��"�� - . . i .. . . � . � . . . . . ... ��P''s` DE I . NIF �. IVI DEL P EVIP TY �' �. � �� " a ,� , �� ` �� t I 5 G O d1 PE SE�i(ICE Q �ER. TEIVIP. G �fVI �YNAMIG EFF. MIN . �PM ISOLP�TOR StZE SIZE CONTROL REfV1A�KS PQ@NT TYPE ANAL�G 9N �. ALARM ° F HEAD (FT.} °/m HP PE (IN .) (IN.} a �,° _ � � 9` �` � - , I ��'.�. ' _ ' � � � i .� � �=^ � i HWCP-1 � � G SERIES 9d '6 -1t4AA II� LItVE HE�TlNG 20d '� 7.4 20 40.75 1 /3 'i725 SPf21NG 1 .25 9 .25 SEE SPEC� � � l � � � � � m I RCP-1 � & C �SEFtIES 80 1 -1 (2x1 -'i/2x9-1(2 INLItVE F2ECLAtM 85 40 45 45.02 9 .5 1750 SPRIfVC9 '� .5 1 .5 � EE SPE�S : � . ` _ ; ' � ti , � � � � � F— � w t�aa � � � � � � � � a � � � � � � ;� � � o cn W � � � � z � � � p �- � � a � � s � c� � � t�i � w3Q1 BLAKE ST. , STE . #100 � 6/26/2007 16: 19 P:iWMCt2006-239 Lab Remodel\Cad\Mech\Mschedulest[M-2d06-239.xIslS54d-1 Pump � � � � � � J C� W � � 2 � � C/S DENVER , C� LQRADd 802Q5 F'OINTS LISi'. z � � � ¢ � � � � e� _ � � � � REI�fARK� 303 .861 .8555 F .303.861 .3Q27 � . . . . � � . . . A � . � � � � � . e{ � P � . � . � . . 6.�E . � . . . . � . � . . � . ,, � I �� EQ1(�fARDS STREE� . IDNIT C101 � � C? LC7F2ADQ � 1632 � 970 .926.8960 F .970 . 926.8961 � �APA0.�1�'f � F2��B�AFtC9E I � f'EFt. °(� f2�1(1 �9AL 11M1117'� � �E�t� �Al'It) IV Rtfe4t� UFA�1'URE� fUfClC��L ,�� T'. �AhIFC � E�t4�t�E � RE�S�IRE � VU�If� FiT d�E91�.4RiC� � �l�L. �A�L. ��IC� j L�� SP��E TEiV6P X � � �1'm1 � $� fa �-15 7,� 7,� R�'� L!$! � L.(3C�� 12 46 � ! � �1 � FLt)VV X i � C9� ft��E� ��t�°f��L X � I REN1AF�FCS : '! o F2ELI � F I�ALifE SEl" AT 30P �l, sY�l'� f� �t� LIBNI � E�1"INIP,TE � A°f 44 C�ALLt�I�� itl�l�'F[ 3Q °lo C� LYCCIL. � � REFiE6�i1' �lAL9/E X X 6l26l2007 16:32 P:\Wf�C\2066-239 Lab Remodel\Cad\Mech\P�schedules\[M-20Q6-239.xIs]S120-1 Exp Tank DIS�HdA G � AIR T�� X )C �'. SET P�IIVI' Al7J �J �TIIIIEI�7 X X " ' � � �TIJH/LF GPMi ELEMEfdT EtVCLOSURE i DE�{G. iViFR. � EL NO. LF �F PfPE SfZE FfN SIZE FI �Sf HEIGHT DE�TFi �AMPER �EN{ARKS 641 FI� �l � LI �dG UNBT (,0.HlD-1 A�IQ F-1 } i R�dt1FS ELEfVlEN3 ELE EfUT tJik4TE�lAL MATE�IAL FT fN . IN . REQUIRE� �-1 1lULCAN 1 "C-4.25"-48 1 870 6. 1 1 " 4.25 .4L �8 10 5.5 �d0 FAPJ STA T/�TOP I 2 X � � �r'� � � J� ��Q �< [ !`�a.�-� E.� ��. �.�`�TC� R, 1 L 3 FAN VFD SPEED 1 X X X CONSULTING MECHAf� ICAL/ELECTRICAL ENGIfVEERS 155Q DdVER ST . , SUITE 2 �.e4. TEIVi � 1 X X LAKEWOOD , COLO . 80215 t�.A. bAI� � E� ��SO��t� t� 1 x x I �SUE/REi11SIC} N D,qTE NO . 6/26/20Q7 1620 P:�WMC12006-239 Lab Remodel\Cad\Mech\Mschedulesl[M-2006-239.xIs�S830-12 Fintube , ADDENdUM �¢1 6 -26 -07 1� F6 �.�T9NG ��iVRf3L VALV� 1 X X T(?�! CODE RE�/! EW 7- 13- (37 F1Vt/S T'EM� 1 X X , HUV6� TEM� '� X X i � ' � ILTEE2 �1°�'fl�� P�E�FIL"CE� � FIt��L FfL°C� �� 2 X X � � �EL.1`A � � � K� ��'EG�°�� 1 � X i � liF'PLY �7'Al"�C ��!! �E 1 X � � l� �� LY HI� Ft LtNii'T �AF��°l` 1 FIA�� tV� �E� FR��Z� �T�T �AF� 1 FiA�C� IRE � Il' �e4�� EfVA L�� AfJI' tVIA'fl� E�� T SPACE P E�Sl1RE � }C 1C 1@i�t��33�#�t�� d � GONDEfVSfNG UfVIT �TATUS X d� s.�\,,. �� '��°`� � HEATIN(s' WATER COIL PUMP ST�Tl9� 1 X � � �° �� 3�; � �i1 � � � e �� zecL�in� coiL Pun�� s��rus � x � � Y � � .�` � �� °� � ° � � �� ,�!'8�� ri��oa�� GEIVE L EXF9AUST FAN� ST,4f2F/�T(?� 1 X F6�f� �T�T�J� 2 X X 3C �llI�RENI' T� �l� DllGER 6l26/2007 16: 18 P:\WMC\2006-239 Lab Remodel\Cad\Mech\Mschedufesl[M-2606-239.x1s]5970-4 Tmp Pvltoc � � � ; ` ' � `� ' � � ° � � � � � FIXTURE FITTINGS CONNECTIOfVS �YMBOL I.R. �EPISOR Y/fV BATTERY/HARi7 WIRED REMARKS F[XTURE NAME MANl1F/�C7'URER MODEL TYPE SIZE MANl1FACTURER MODEL SUPPLI' UNAS7E VENT CW HW dNATER CLOSET VtIALL HUNfs' SIPHON 1 '9/2" TOP SEAT - GENTOCO 1500STSCCSS, OPEfU �G�� ( PUBLIC} KC3HLER K-4368 JET 1 .6 GP,L. FLUSH SPU � �LOA �! ROYAL NO. 11 'B NtA NO 4,� 2�� '� " - FRONT W/ CHEGK liW�E� WALL HUfdG - 8-0892 W! LAMINAR �cGUIRE Na. 6� ROVIDE NV/ K-7715 OPEN GRID DRAIM1I, L-1 LAVATC3RY (/ADA) KOHLER K-2032-4 2@"X18" T8=S BRAS� BV2965CCSS20F 1 /2" NO 2" 1 1t2" 1/2" 1 /2" K-8998 TRAF�, nIICQUIRE PW2Q00 TRAP VITREQUS GHINA FLOW SUPPLIES : WRAP PROVIDE 911!/ K-77'i5 OPEIV GRID DRAIN, � � I � � 1 L-2 �-�VAT�RY (ADA - KOHLER K-2196-4 ��AL sE�F R�MM�N� - 24'° X 'f7" T�S BF3ASS �-OII92 W! LEIMtNAI� McGUIRE NO. BV170 � d 2�� 1 1I2' 1i2" 112" K-8998 TRAP, 6VICQUIRE PW2000 TR,4f� PHYSICIANS �LEEP} Virc�eous cHiNa FLOV1t il2" SUPPLIES WRAP � � ,� �� McGUiRE NO. � � ' f Sl'AItVLESS STEEL 19-� f2 � 22 X B-2850-04 W/LAMl �1SiR ., �o „ „ „ (� ROVICIE V1�lTH ELKAY L4C-35 ST�41hILESS � �-1 �INK ��FtEl�M( R��Mp ELFC�4Y LRA �f�2Q22 1'�S �i�S� �v21s5ccss2aF 1t2 Rdt� 2 � 1t2 1/2 � l2 1 -CQfUIP. � IdSEt�� 6-'9f2°' DEEP FL04h6 STEEL �ASF(ET S� INER. � SUPPLIES � McGt3IRc NO. STAINL�S� �TEEL 15" X 15" X �-0892-04 VV/ir4�11iNAR F' &2(�illD� tNl�'FB ELI�AY LF�C-35 STAIfVLE�aS ! S-2 �li�il{ (�L.E?O � �RAW} EL9�.1` �LF?-150-� 1 -�t?IVi �. IRI� E�"f 7-9 /4°' C1�EP T&� BFtP,S� FL�DV18 �V2165CCS�20F 1l2" Nt� 2'° 1 1 /2°' 1i2" 1 (2'° �'t�� .��6CET sT IPVE�. i �t1PPLIES i �i �ein�FO�ce� 36°' X 36°' X � -25d-i11`�Ii401 -V-6-�30-X ARC �9Q�E�Y T� S� ECIFY I�I� Fl1' C}Ft LEF1" I � H-1 � i2E-FAB � FiOVtiEf3 LA sCCl 9363-�F� PoLV�sY�t�, GELCOAT 74-118" FIlGF6 �YMIVIC9NS -i(� - Nt3 2°° 1 '� f2'° 1/2" 1f2" g�qCd � ORlE �ITe41'I� tV AN � �� L��. � FINlSF9 i F �-� (��iov°v��, �'lLET J . R. SNl6TH zoo�-� _ - r�c� 2,. z.. _ _ s° n�� r�� n� �ann s��.ir� � � �oz�, �ou � � `� � � � e � � C� OVV � �` IV � I � r� � � a� ��> } 1 . REFER TO GENERAL SPECIFI�ATIC}NS Ft3 [2 WATER CLOSET�, 11RII�ALS, LAtfATOF2YS, SI �VK� l�ND N1iSC. FiXTURE REQIDIREI!(�ENT�. � � � 57 2. laF2,4 � B/�RS BY .4h�CHITECT'. 5440-1 s 11� E � H � NICAL � � HEC� l1LES DATE 06 - 01 -Q7 DRAINN BY CHK ' D BY WAT SHEET FILE P- MLS CC9PYRIGHT 2005 BY DAVIS PARTNERSHIP P.C., ARCHfTECfS SHEEf NUMBER: , � Cator, Ruma & Assoc. FILENAME: P: WMC 2006-239 LAB REMODEL CAD MECH P—MLS.DWG _ M1A2 PLOT: 07 12 2007 � 1 : 45pm REV: 07 12 2007 CAD: MJohnson XREF: tb.dwg tb—b.dwg � _ _ _ �, _ _ _ __ _ _ � � _ $ � �� : „ fi .� � � �� '.� s�-�'""�.1- �.'��-^- '.' . . . � . . . . � . . � . � � . . � � . � � . . � . : . . . � . . . . . . . � . . . . . . . . . . . . . . . . M1 -.Aa�� Y �RZ aFCT �+ � ..5;'� c.'w-., �''�`�'. . . . a . . . . . . . . . . . � . � . � . . . . � . . . . . � . . . . . . . . . . . . . . . � . . .� �,� Y�.'� �9_ � � � � . . � . .. . . . . . . . . � . . . . . � . � . . . . . . . . . . . . . . . . . . . . . . . . . . . '+ �"s� � . r,�y �_ . . . . . v . . . . . . . . � . . ' . . . � � . � � . � � . . . � . . � . � . . � . . � . . . . . . . . � � . . . . . . . . . . � . � . . . � . � . . . . . . . ��-mv �,,�_'�`��fr�� .# ' g+� Y,_ . V . . . . � . � . . . . . . . � . . � � . . : . . . � . . . . . . . . . � . . . . -._a,.t ,^T.'� � �?�5,..: .; � ' . I . . . . . . . . . . . . � . � . . � � . . � . . . . . . . . . . . . . � � � . . . . . . . . � . � . . . . . . . . ..: � �;��`,� � � � � � � � .. � �'�tvt, 'x � p 3r �: ' t . . . . � � . . . . . . .. . . . . . a r b a; #��''.� 6 ",s'�'� ;: . ! . . . . . . . . . . . � . . . . � . . . . . � � � r . .� »,� 7 . . . . . . . � � � . . . . . . . . . . . . . . . . . . � � . � � � . � . . . . . � . . . . . . � � . .. � � .� � � . � . � . � . . . . . .. . . . . . . � . � . . . � . . . � . . . . . � . T �y:: -.. �a € . . . . . . . . � . . . . � . � . . . . � . . . . . . . � . � :�.... `� � u z .. . . . � . . . . . . . . . . . . i � . . � . . . � � . . . . . . . � . . . . . . . . . 3_' , 3 . � � . . . . . . � .. . . . . � � � . � . . . . � � . � . . . . . . . � . . . . . . . � . . f � '�:'b R4 � � . � . . . . � . � . . . . � . . � � . . . . . � . . . . � . . � � . A �i Tz: x'd e`t i�� ' . . n � � � m ' p � 1'�� 11 � tS , � i ' 1 � � , �� ; � ; . . � . . . . . . . . . . . . . . � . . . � . . . � . . � . . . � . � . . � � . . . �,�,;T � �- ,� � . . ��, . . . . . . . . . . . . . . . . . . � . . . . � . . . . . . . ''�. . . . . . . . . . . . . . . . � „ ,; .; . . ,. . .. -�� . . . . . � � � . . . . � .� . . � � � � . � . � . � . � � . � . . � . . . . . � . . . . � � � � . . � . . . . . . . . . . . � . . � . . � . . . . . . . . . . . � . . . . � . . . . . . . . . . . � � . . � . . . . . . . . . � � � � . . � . . . . . . . . . � . . � . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . � S 2301 BLKKE ST: , STE. #100 � DENVER , COLORADO 80205 303 .861 .$555 F . 303 . 861 .3Q27 � 4225 f�AIR! �TF�EEl� . UNIT G101 �, EDWARDS � CULQRADO 81632 c 970. 926 . 896Q F' .970. 926.8961 � � !. � � � � I I ; � � � � � i ; ( � ; I ��aTC��, ��tt�r�1� � � ssc� ��a�E�, � �. � ; CONSULTING MECH,4NlCAUELEGTRICAL ENGINEERS ; 1550 DQVER ST. , SUITE 2 LAKEWOOD . C(JLO . 80215 I �Sl1E/RE!/ISIOf� �ATE NO . � 1 � � 3 f4,� 1 i f 2° ADDENDUM �1 6 - 26- 07 � . . . . � . � � ..i � . �r �.. � �.. � ., � . � � : . . . . . . . . . I � 1 I 1 . . . 1 I � 1 I � 1 { . I I . . 1 1 . . . . . . � � . . . . � . � Ilt i � . . . �- �= ' - - - - - - � � �- - - - - HWR — � � HVVS i �� _ _ .._ e � � � � � - - - � � —� = — � ,- - - - - - -+ �- - - - HWR —� HVYS � - - - - - - ,—� _ � , � � � � � , � � � � � � � �' �� - - - ._ e � � , � � � — � , � � , � � � — — � T4i� CQDE RE�/( EW 7- 13- 07 . . . . . Iy / -�� i � OI ! � i i ! I 11 I 4 I I I I / . � I � � . . I � �. � � � 1 1 /� � � � � � , � � � � � 1 /4" � � � � � � � , � 9 9 /2'°; ; � � � � � � � ' ` _ = sf � � � � � _ � � � � � � , � � � � � � � � I � _ < � , . -'d - - - , � � % .d" � - - - , �rr��l � � m � � �� E � � r " � � � g . � � � . . . . . � � . . � . � � � l �'� s � . � � r _ _ � � r ' . • r uLiJi � i � � � . . � � � Ei ii i � � ii . . . . . . . . . � . . . . . . � � // i i � � . I f I i � 1 I . � � ' ' I . . . � � � � r _ _ _ _ _ � / t l I I I � � . � . .. . . . . . I L _ � � .. ._I � � i_ _ r / E I I r � rv 1 �I I . . ' - - � � - - - - - - - - � - - - - � '- - - - - - - - - - - - - 1` � i ' _ - .� : � = � � � - - - - - 7� �L - - - - - - - - � - - - - � �- - - - - -� - - - - - - - - - 7� �c _ " " � � ' � _ _ _ " rr � r � = = = = _ _ � = _ _ _ _ _ , � �r _ = - - - - - ,- - - - - � �r�,i - + � r �� , - . r �_ i r _,� - , r �, i � � � - - a - � . . . � . . _ _ '� F - _ i h - - y � � i i � � � . � � . f - ' -i L _ 1 � � �_� � � Li .l � � i �� r I . . . . . . . . . . . . _ _ -� � � � � ` � � l _ ` �� _,�-� L� �=,3 - - � � / t �� _ � r - - - - - - - - - - - - '� � . r � . L - - � ._� �� r - - - - J - � � � - �- - — - J L � � _ _ � � �L - - - i '' � I . . � � � � . � � . . � i � � r �� r � , � i - - � . v - - - - � _ ' � . . . . � t - - - � . - - . i i . � _ _ _ F� _ i L i� t i �_J i s�„' � . i � � sl . . . � � . . . . � . � � � . � . i i j �. � iL � 1 � � L 1 � ~ i r5: . � . . � . . . ' ! � i . II �! � � I i Ei � � � I { 1 t ♦ . . I : � � � � F � . ii � � i � � i i i � � _ ,. r � � � � � I' _ 'i . Fi' ' � . � . � � � i r � i i r � � � . i I . I ` . . ! . . � � � . � I I i ' 1� > > � r � ' � 1 ' l ._, l � ' � � � � � il �� . . � � - - - - - - - - � - - � i . � � - - - - - - - ' - - - - `�` - - - - - - - - - - - '� � � - - - - - - - - - ' - - - - L 1 � - � r - - - -L 1 P✓ - - - � �- - '� - - - - - - - � - - - - ' � � � � � � - - - ` - - - - - - - - - - - � i L - - - - - - - - - - - - - - - - - - - - - - - - - - - -j � - - - - - - - - - - - - - - - - - - - - 7 � '�- - - - 'r .., �-_' � W W� - - - - - - - - - - i t� � - - _ _ _ - - - -�2 � � � I � . � � � l ! F � I i _ _ _ � E � �� . � . / ` i � ( � , ; � „ ` . �� ; � 4 I - � � � , � � � � , , ., , , � , ; ' ; , -� � ,; , � ( � � J� „ ` ; � „ � � � � - - -� � � _ _ _ _ _ ; � _ � _ J� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � _ _ _ _ - = , r� l� = = = _ _ ;r ` � ; 3 ; i ,'� 4� = = �= — !� a�#St�,�tf � � � � r iri r i � r - - - Y - - - - - - - - - - - - - - - - - ' ' � ' , . . . F1 ' J � � � � � � . � � � � � � � � � � � � . � �•�a°!� � ��w�,/��°�"� . _ _ _ _ _ _ _ _ _ _ _ «�� i r � � � � i � � i i i ad . . . . . I r � ; �. � � i p�. i � � f- - - -ii � .. . i . � i � L` _ - - - - - - 1 � � . � I . � � a & �a r� I � c e � s � YrGd � � J i ` ii � - -� � + - - - � i ` ��,'� �� m } $g� "`� - - - - - - - - - - rT1 � h i � Els _ _ si � i � �„ � .� w � f - - - - - - - ]� i � i i � i � i � � i r - - - - - - - - - - - - - - - - - - - -� i � ii � i ` i' i � �� ffi � � . . . . � � � � � . . i � i ' � ' ° i ii . �1.� o . . � ' . . . � � , � i ii . � j1 . . . � � � �4 `�� . , � . � . � . I � � i � i � i � i i � i i � . . � � � / � i � � i � i ''ii � . � . . . . �ffi� � � r i i i � i � i � Q. - � i � i i � I . �°'�g . . . . i � i � i . . . . . . tf � � � "� " -°"°� � . . p � . . . � � � L � . � i � i i � i � - - - - - - I ' I I � Ll . � � � � � ii � � i . ii � i � . I � . . . . . . � � L81�� I ��g(p/�/g t� J,}��m� � . . . . . � 1 2 I � i ' i � � � itri�li �- - - - I I - - - - - - - - - - - - / � - ' - - - - - - ' I ' . . � � �g, �� D�m. � 4. ��°'s0 � � / Zd . . � . � / � 1 . . . . � , l _ �Y�� i .. u � � i _ '� r- � �' _ _ _ _ ' _ _ ' J � _ i I i i I � �� @�� '� \ . . . f � � q� t�� i � - � � - - - ' -� � . � i - - - - - - - - - - - . . - - - - - - - - - - - - I . . . � . �� 14L* �- � ��e . � i � � i � i - - ' - - - - � . . ` � - - 1 - - - - - - - - � � ; � � � � - � � ip , R = = � � - - - - - , � � � 11j2" � �''�9q1E�ttii4�`�`� . � � - -(' - - - - - - -� �/� � � � � � - - - - - „ ` , � - 'L _ j . � �.! . � � _ I � / . I 1 I � . _ _ _ / � . . . . . . - -� � � ; � � � � � � � r� � � ., ,� � � � ` ' (— — � - � , � l ; � � � � �' _ _ , ' �� ` ' - - - - - - s - - - - - HWR - - �-rj � � � � = - - , �' �w � , . I � i � L1J rr--r �f I� i � � - - `_ri � _ - - � t-_-s I�0 6� - i I _ _ _ � , ,N � I . , � I � � �r � " � � , � � � . � .. � . . . _ _ _ _ _ � r _ _ _ _ _ J L _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 � � I . � . . . . � Q/ . � . � � . . . � . . � . . . . � � . . .. _ � ,p� . . � . � . . � . . . . . � . - :�,�: .-��. � - - - - � �j � r�- - - �- - - - - - - - - - - - �� - - - . � - < `^ � � X � �X . � � � � . � . � � . . - � . . . . . . . � . . . . � � r . . . � � ' i . . ``� ` . � . . . . . . . � . . . . . . . � � . . 1 I ` � � ' � ` � ^ _ � �,r- (E� 601LER � s ' -a- - �a a- � I � � � � � ' � ' � � � � s. m � _ � .��p �..a � � � � � � 3 � � � � � � , . . � � II II � 1 � a . . . r �, � " � � � � � � - _ ��; �� ; i i 36l6 ``< . ��_, - � � � � � � - �._, �-+ , � � � . . . . . � . . � . � . 1 - - - - - - - - -' � I � - - - - - - - _ _ _ L -� - - - � i � . I ! a . . � . .. . . � � � . � . . . � � � � . � � �� _ i _ _ _ _ _ _ _ ' _ �{ F� ' ' ' ' ' ' ' ' ° F _ _ �� _ y � ( . � . . � . � � . . . . . � =� r _ J � � � r � t L _ _ ��_' jJ � � � (E� VJATER � � , � _ � � � ; � - � ; ; HEATERS � � - - � � ; ' � � � � � � � � ( � � � ' ' � . . � .I � II � I � . }pi I � . � � . .. . . � s - - - ' � - - -�� - - - - - - - ' � 1 1 /2 � � �__. 2 �� , � � _ . `, � � � � � ' � � � � � 0 0 0 � � . . � . . . . . . . DN . . � � . . . . . . . . . . . . . . . . . . . . . . . . ❑ ❑ � � o r� I � __� � .. ___ �1 • � n � � f , � � � a . �. � ! L L � I � REt��E BASE�OARD AND �P+P PIPE AS RE�UIRED. � 1 � SCALE: 1 `$" = 1 '— p" J REt�(�VE �4LL RUN�UT� T� DIFFUSERS N�i' SN�tt�, € � SEE NEYd Pi.AN FOR C�NNE�li�N TO EXISTING DUCTS T� REMAIN. I � � � 1 � 1 o I� � � d �� r � v � � il� il , � ol � rad � � � � 657 � E �iOLITI � � Ei� E L �l � TES . 1 . EXISTING IIEkiS TO REMAIP! ARE DENOTED t�GHTLY UNLESS QTNERWISE NOTED. ALL ITEMS SHOWN N�ITCHED OR CROSS HATCNED SHALL BE REMOVED UNLESS O11iERWISE NOTED. 2 . CONTRACTOR SN�,LL NOT SHUT—OFF OR PUT—OUT OF SERVICE ANY SYSIEMS OR �� I � L � � � � � � F L � O � SERVICE WITHOUT FlRST COORD{NAl1NG WITH TFiE 01NNER. 3 . IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SIlE ANd � �� L I T I � � UNDERSTAND THE EXTENT OF THE RENIODEL WORK REQUIRED PRIOR T0 BID. Nd EXTRAS VdiLL BE ALLOWED FOR WORK REQUIRED TO ACHIEVE THE END RESU�T A5 INDICATED BY THE CONIRACT DOCUMENT. � L� B el I 4 • CONTRACTOR SHALL DETERMINE AND COORDINATE TFIE EXACT EXTENT OF ' DEMOLITION TO FACILITATE ALL WORK INDICATED BY THE CONTRACT DOCUMENT. DATE 06-01 - 07 5 . PRIOR TO COMMENCEMENT OF ANY DEMOlJ110N tN�RK, YERIFY EXISTING CONDI110NS AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOR RESOLUTION. DRAWN BY MWJ 6 . ALL ITEMS {DENIIFlED TO BE REMOVED SHALL 8E REMdVFd IN THEIR ENIIRETY UNLESS OTNERtNISE NOTED. REMQVED ITEMS SHALL BE 111RNED OVER TO THE CHK' D �Y WAT OWNER UNLESS OTHERWISE NOTED AND STORED IN THE AREA dESIGNATED BY ThlE THIS WORK SHdWN AS EXISTING CONQITIONS OWNER. REMOVE FROM SITE AND LEGAIIY DISPOSE OF Ai1 ITEMS THE oYVNER WAS TAKEN FROM OWNER FURNISHED SHEEf FILE P — HV2 CHOOSES NOT TO ACCEPT. DRAVVt� NGS. CATdR, RUMA & ASSOCIATES, 7 . WHERE EXISTING PIPING, T.C. TUBING/IMRING ETC. ARE TO �E REMOVED FROM C0. IS NOT RESPONSIBLE FOR THE co�ic� 2005 �r aaws PaRrN�sHi� �.c., E►RCHITECTS - WALLS WHICH ARE REt�AINING, T}-!E WALLS SHALL BE REPAIRED TO MATCH ORIGENAL ACCURACY OF ANY INFORMATION WHICH CONDITIONS. WAS PROVIDED iMTH THE QVdNER FURNISHED sH�' Nu�aB�z: " DRAWINGS. FURTHERNORE, CATOR, RUMA & 8 . WHERE EXISTING PIPING TO BE REMOVED PASSES THROUGH FLOORS, THEY sHA�t. ASSOCIATES, C0. IS NOT RESPONSIBLE FOR eE cuT aacK To w�miN coNCRE� aND �u�� u�m cROUT To AcNiEVE � THE ADEQUACY, CAPACITIES, SAFETY AND SMOOTH AND EVEN FlNISH tMTH CONCRETE SURFACE. CONFORMANCE Td CURRENT PREVAILING o CODES OF ANY WORK SHOWN AS EXISTING. Catar, Ruma & Assoc. FILENAME: P: \WMG\20Q6-239 LAB REMODEL\CAQ\MECH\P—HVD2.DWG _ M2.02 PLOT: 07/12/2007 � 1 : 45prn REV: 07f12/2007 CAD: MJohnson XREF: hv2.dwg bg2.dwg tb.dwg hp2.dwg tb—b.dwg