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HomeMy WebLinkAboutPRJ07-0286 B07-0207.pdf _ & � _ �, �. = DRAWING INDEX CbVER I INDE?C i � _ s PROJECT TEAM ARCHiTECTU�a� A,02.�}� F;ESTRC?QM ANC1 �HANGINGAREA PLAN $��' ,�a02.02 EhJLAF�GED RESTROt�M AND GHAN�IN,.�.�AREA PL,4N a c�ieNr N1ECHAMIGAL � DESTINATION HOTELS&RESORTS _ 10333 E,DRY CREEK ROAD,5TE 450 eNC�Ewoo�,coso��2 M-� MEGHAhJIC�4L LEGEND & NC�TE� Phone: 303.268.4610 IWI-1 MECHAI�+IICAL PLAN Fax: 303.293.0021 Contactc R�cKguRCHAM h,ll-2 MECHANICAL PLUMBI�IG PLAN �; , ELECTRI�AL ; aRCHirECT E-0 ELECTRI�AL LEGENQ & NtJTES � JGJOHNSONARCHTIECTS E-') LIGHTING`�& PC}V'�EI� PLd�l�1 I 730 17TH STREET,SU ITE 110 E-� C�P'�J E- L I�E L�Il�G f�l�M DENVER,CO 80202 � Phone: 303.892.7Q62 ; Fax: 303.892.7059 Contact: TOBIAS STROHE � CONTRACTOR ' ALPINE MOUNTAIN BUILDERS � 105 EDWARDS VILLAGE BLVD, A 205 � � EDWARDS,CD 91632 � Phone: 970.926.8703 � � Fax: 970.9269703 CONTACT: ULF LINDROTH � � i i MECHANICAL/ELEdTRICAL ENGINEE HADJI&ASSQCIATES INC � 1825 LAWRENCE ST.S�UITE 200 � t' DENVER,C0 80202 Phone: 303.293.3800 Fax� 3�3.293.38Ad Contact: SCOTT HARBAUGH � � � � W E S T H A V E N � � I V E STRUCTURAL ENGINEER � A I L � � L C� R A � � V 1 � � � MONROE&NEWELL ENGINEERS �'/'1 � 1701 WYNKOf?P STREET,SUITE 2a0 Ll� I DENVER,CO 80202 � Phone: 303.623.4927 Fax: 303.623.6602 � Contact: KIRK WOLF � W INTERIOR DESIGN JdHNSON DAVID INTERIORS � . . . 9780 MT.PYRAMID COURT SUITE 290 . . . . . ENGLEWOOD,CO 80112 : . . . . . . Phone:303.688.8850 � . . . . . . . Contact:CINDY JOHNSON . . . . . . . . . , . � . . . . . ' ' ' . ' ' ' ' � ACOUSTICS ENGINEERS . . � , . . . . . . , . . . . . . DAVID L.ADAMS ❑. 1701 BOULDER STREET . . . . . . . . . . . . . . . . . . DENVER,CO 80211 . . . . . . . . . . . . . . . . . . . Phone: 303.455.1900 • , , , , . , . . , , . , . . , . , , , . Fax: 303.455.9187 � , , . . . . . , . . . Contact: DAVID SCHFtAM � . , , , • • • . • • . . . , . . . . . . . O . . . . . . . . . . . . . . . . . . . . � sa . . . . . . . . . . . . . . . . • . . � . ' ' . . . • . ' . . . . . . � ;� • . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . , . . . , . . � . . . . . . . . . . . � ' ' � � � 0 , � 0000 : ) G �OHNSON ARCHITECTS H O S P I T A L I T Y & H O U 5 1 N G D E S I G N . : €- � J � J- O H N S O N A R C H I T E C T S REVISIONS , � ti ti ti W � O M H � N O � 0 � O V 0 � � W - � � _ � � 0000� ¢ � civi� � � LAND � ARCH X X X u_, 1 . � '+, STRUd � MEP X X X W . LL INTER V..� _ T��l�� �� ���� � � Q � � � ��� � U ��� � ��`� -:� cn � ��:�. i` Q U J Q � � � s i � � � Q � � � � � o } � ; � f.�q� � �. ��ww� O � _ �� T�UVI�! �F �'�IL � � _ _ t � �� F.� �< . w k � � � -�., �`� _. --_: , � r� _ _ 5 r J� .�`" ¢•'' . . _.. . _ _ _. . _; _, ,' � � � �; ..... ...... ......_ . .:.. .._. . ..... .._..,. ...... .. ...... .. .. .... . . . . . � �F.. ... . A� . .. . .... . . . .. .. .., ..., ..... ....... . ... .. .. / ...... . ... . . . ,..:. ._:� i . .. ..... . . .. -0 . . . �.... ._... . _�� ,� . . . . ,..__. ... .. . .. .... . . .. .., ............ . . ... �;\, .. ... ,t . . . 1. ..... ... ...,. ...... .. . . _.... ..... .. .__ ..._ .... .. ........ ... . . . .ffi' . e.�\.� : ...... . ... . . .... .:.�.. .,. „ ._ . . . ........ . . . .. ... � . . .. . .._... _... . . . .. . . .... . �. . .. . . , . _._ .. . .. _.. . ..... .... ..... .. .. . ....... . . . .. . . . .. . . . . . ... . . ... . .. . .. . . ..._'e .. . '.-.,. . . . . � . . . .. ... ... . . t .. .. .. _ .. .. ..... . . . . . . .. ... . 9�' . ... -. .. . �i� .. . . �t� . . ...... .. .4... . ., . . . d� .. . . __ . __ _ _. . . . _ _. _ -_ _ . __ _ _ _ __ . _ _ _. .. . _. _ _ . __ _. _ __ _ _ _ . . . __ . _ � P R O J E C " GENERAL NOTES CEILING LEGENQ SYMB4L / MATERIAL LEGEND ABBREVIATIONS AND NOMENCLATURE OD S M RY �oPYR,�HTG � AREA: S.F. @ AT G GAS 1/4 RD QUARTER ROUND ARCHITECTS,F. � ALL DRAWN AND. � A. ALL DIMENSIONS SHOWN ON FLOOR PLANS ARE TO FACE OF STUD, FACE OF CONCRETE Q CEILING MOUNTED LIGHT FIXTURE � 2 X 2 FLUORESCENT TROFFER � KEYNOTE INDICATOR FacTOR: OCCUPANCY LOAD SYMBOL AB ANCHOR BOLT GA GAUGE QT QUARRY TILE ALL NEW WORK IS TO BE COMPLIANT WITH THE CURRENT LOCAL BUILDWG CODES. INFORMATION APP� OCC.LOAD: R OR CENTERLINE OF STRUCTURE. ACC ACCESSIBLE G.C. GENERAL CONST. QTR QUARTER HEREIN SHALL NOT B�---.. AFF ABOVE FINISH FLOOR GAL GALLON FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS(hours) MODIFIED,DUPLICATED, B. "ALIGN"AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE FINISH A/C AIR CONDITIONWG GALV GALVANIZED R RADIUS o�sC�osE�,USED FOR � FACES IN THE SAME PLANE. THE CONNECTION OF ALIGNED PLANES SHALL BE WITHOUT • REGESSED LIGHT FIXTURE � 2 X 4 FLUORESCENT TROFFER � WALL TYPE IDICATOR � BRICK VENEER ACOUST ACOUSTICAL GL GLASS RD ROOF DRAW TYPE 1 ANOTHER PROJECT,oR VISIBLE JOINTS OR SURFACE IRREGULARITIES UNLESS NOTED OTHERWISE. AGG AGGREGATE GPM GALLONS PER MINUTE RE REFERENCE BUILDING ELEMENT A OTHERWISE USED WITHOUT ` ALT A L T E R N A T E GYP GYPSUM R E C M D R E C O M E N D E D T H E W R I T T E N C O N S E N T A ND C. PROVIDE BLOCKWG IN PARTITIONS AS REQUIRED FOR ALL ITEMS ATTACHED TO WALLS A�unn ALUMINUM RO R�UGH OPENING STRUCTRAL FRAME INDEMNIFICATION OF JGJA. INCLUDING ITEMS PROVIDED BY OWNER. 0 RECESSED WALL WASH FIXTURE � LAY-IN ACOUSTIC CEILING 2 X 2 Q DOOR TYPE INDICATOR � CONCRETE MASONRY UNIT q�p AMPERE HC Ho��ow CoRE R.o.w. RIGHT oF wAY {:x, -�--�-� APPROX APPROXIMATELY HM HOLLOW METAL R/C REINFORCED CONCRETE WCLUDING COLUMNS,GIRDERS,TRUSSES 3hr(b) D. ALL GYPSUM BOARD TO BE 5/8"TYPE 'X'. USE CEMETITIOUS BACKER BOARD AT ALL WET APT APARTMENT HW HOT WATER R(D ROOF DRAIN BEARING WALLS �� ' LOCATIONS. SURFACE MOUNTED � LAY-IN ACOUSTIC CEILING 2 X 4 0 WINDOW TYPE INDICATOR --- _-=-=_- RIGID INSULATION ARCH ARCHITECTURA� HB HOSE BIBB R(L RAW�EADER E�ERIOR 3hr � � ASPH ASPHALT HD HEAD R/M REINFORCED MASONRY INTERIOR 3hr(b) FLUORESCENT FIXTURE � � E. ALL PENETRATIONS AND JOINT AT DEMISING WALLS, CORRIDOR WALLS AND EXTERIOR WALLS AUTO AUTOMATIC HEx HEXAGON RA RETURN AIR SHALL BE ACOUSTICALLY SEALED. AVG AVERAGE HORIZ HORIZONTAL RECD RECEIVED NONBEARING WALLS AND PARTITIONS T.o.s�ae AVE AVENUE HGT HEIGHT RECP RECEPTACLE ! D-� FLUORESCENT STRIP LIGHT � SUPPLY AIR DIFFUSER ELEVATION MARKER _ _ FIRE SAFING INTERIOR o F. DETAILS ARE USUALLY KEYED ONLY ONCE THROUGHOUT THE SET(ON PLANS OR ELEVATIONS) E�E� �'10°�0 HTR HEATER REF REFRIGE►�,TOR WHERE THEY OCCUR FIRST AND ARE TYPICAL FOR SIMILAR COND1710NS UNLESS NOTED 8.�. BRICK LEDGE HvAC HEATING,VENTILATION& REG REGISTER FLOOR CONSTRUCTION OTHERWISE. B.M. BENCH MARK AIR CONDITIONING REINF REINFORCE/REINFORGING INCLUDING SUPPORTWG BEAMS AND JOISTS 2 �-a- TRACK LIGHT(INDICATE NUMBER � RETURN AIR COLUMN IDENTIFICATION AND BATT INSULATION B.O. BOTTOM OF HwY HIGHWAY REQ REQUIRED RooF CorvsTRUCTION G. "TYPICAL"MEANS FOR ALL SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. OF FIXTURES HEADS) � CENTER LINE BD BoARD �N �N HE REV REV S ON INCLUDING SUPPORTWG BEAMS AND JOISTS 1 1!2 c B R B A C K E R R O D "O R C S t H. VERIFY ALL CONDITIONS IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO WALL MOUNTED EMERGENCY � DIFFUSER ROUND a REVISION TAG AND CLOUD STYROFOAM FILL BLDG BUILDING ID INSIDE DIAMETER RH R�GHT HAN� i PROCEEDING WITH CQNSTRUCTION. � BLK BLOCK INCL INCLUDING RM ROOM FOR SI: 1 FOOT=304.8 MM. LIGHTING BM BEAM INSUL INSULATION RTU ROOFTOP UNIT (MECH.) L ALL FIRE RATED WALL ASSEMBLIES WHERE RECESSED EQUIPMENT AND/OR CABINETS ARE BOT BOTTOM INT wTER�oR = PRESENT SHALL MAINTAIN THE REQUIRED FIRE RATING WITH A PRE-ROCK DETAIL. BRG BEARwG INV INVERT S SINK ; � CEILING MOUNTED EXIT FIX. (WITH � LINEAR SLOT DIFFUSER SECTION SYMBOL � CEMENTITIOUS STUCCO/PLASTER/ A: THE STRUCTURAL FRAME SHALL BE CONSIDERED TO BE THE COLUMNS AND THE GIRDERS, GYPSUM MATERIAL BSMT BASEMENT S+R SHELF&ROD BEAMS,TRUSSES AND SPANDRELS HAVING DIRECT CONNECTIONS TO THE COLUMNS J. DRYWALL SUBCONTRACTOR SHALL BE REQUIRED TO REPAIR AND REFINISH ALL DRYWALL � DIRECTIONAL ARROWS AS REQD.) ,1AN JANITOR (S) SEALANT AND BRACWG MEMBERS DESIGNED TO CARRY GRAVITY LOADS.THE MEMBERS OF FLOOR WHICH MAY HAVE BEEN DAMAGED, CUT AWAY, OR REMOVED BY OTHER TRADES INCLUDING (C) Cau�K JGT JUNCTION SAN SANITARY OR ROOF PANEL WHICH HAVE NO CONNECTION TO THE GOLUMNS SHALL BE CONSIDERED CL CENTER LINE JR JUNIOR SC SOLID CORE � MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION. PENDANT FIXTURE SPRINKLER HEAD CEILING � ELEVATION SYMBOL(EXTERIOR) � STEEL SECON�aRY MEnnaERS AND NoT PART oF THE STRUCTU��FFtAME. � ❑� C CONDUIT JST JOIST SCHED SCHEDULE MOUNTED CI CAST IRON JT JOINT SECT SECTION B. ROOF SUPPORTS:FIRE-RESISTANCE RATINGS OF STRUCTURAL FRAME AND BEARING WALLS CO CLEAN OUT SERV SERVICE RRE PERMITTED TO BE REDUCED BY 1 HOUR WHERE SUPPORTING A ROOF ONLY. � WALL SCONCE � SPRINKLER HEAD SIDE WALL ELEVATION SYMBOL(INTERIOR) � PLYWOOD c� CONTROL JOINT K KIP(1000 POUNDS) sF sQUa,RE FEEr CW COLD WATER KD KNOCKED DOWN SH SHELF C. 1.EXGEPT IN FACTORY-INDUSTRIAL(F-1),HAZARDOUS�H),MERCANTILE(Ml AND CY CUBIC YARDS Kp KNOCK OUT SHT SHEET MODERATE-HAZARD STORAGE(S-1)OCCUPANCIES, 112E PROTECTION CSF STRUCTURAL /� CAB CABWET SIM. SIMILAR MEMBERS SHALL NOT BE REQUIREb INCLUDING PROTECTION OF ROOF FRAMING AND DECKING WHERE EVERY PART OF TFiE ROOF CONSTRUCTION IS 20 FEET OR MORE ABOVE ______= COVE LIGHT J❑ JUNCTION BOX (� DETAIL SYMBOL o�:::o.:..�.o..:�:�;� CONCRETE C�R C�EAR �l. �IVE�oAD SoG SLAB ON GRADE ANY FLOOR IMMEDIATELY BELQW. fIRE-RETARDANT-TREATED WOOD MEMBERS SHALL `_/ CLG CEILING LAM LAMINATE SP SPACWG BE ALLOWED TO BE USED FOR SUCH UNPROTECTED MEMBERS. � COL COLUMN LAT LATITUDE SPECS SPECIFICATIONS 2. IN ALL OCCUPANCIES,HEAVY TIMBER SHALL BE ALLOWED WHERE A 1-HOUR OR LESS COMB COMBINATION LAV LAVATORY SQ SQUARE WHERE A 1-HOUR OR LESS FIRE-RESISTANCE RATING IS REQUIRE0. '� Roonn Nnnne 3. IN TYPE I AND II CONSTRUCTION,FIRE RETARDANT-TREATED WOOD SHALL BE ALLOWED 0 VANITY LIGHT ,o, ROOM NAME/NUMBER o o GRAVEL COMP COMPOSITION LB OR# POUND SS STAINLESS STEEL IN BUILDWGS INCLUDING GIRDERS AND TRUSSES AS PART OF THE ROOF CONSTRUCTION CONC CONCRETE LG LONG ST STREET WHEN THE BUILDING IS: GONN CONNECTION LH LEFT HAND STD STANDARD i. TWO STORIES OR LESS IN HEIGHT; CONST CONSTRUCTION LW LINEAR STL STEEL ii. TYPE II CONSTRUCTION OVER TWO STORIES�OR � + + LWEAR FLUORESCENT PENDANT 10° OCCUPANCY EGRESS SYMBOL I_I II II I i-� EARTH iii. TYPE I CONSTRUCTION OVER TWO STORIES AND THE VERTICAL DISTANCE FROM ^� CONT CONTINUOUS LLH LONG LEG HORIZONTAL STOR STORAGE THE UPPER FLOOR TO THE ROOF IS 20 FEET OR MORE. � ; CRNTR COUR8ECTOR LT PNL L GHT NG ANELIGAL SYM SYMMETRI�CAL � � I D. AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 �(� � EXISTING WALL CRS COURSES LP LOW PRESSURE SYS SYSTEM SHALL BE ALLOWED TO BE SUBSTITUED FOR 1 HOUR FIRE-RESISTANCE-RATED �L '� i G E N E 1 V l L �I N I S H N O T E V CSK COUNTERSWK LT WT LIGHT WEIGHT CONSTRUCTION,PROVIDED SUCH SYSTEM IS NOT OTHERWISE REQUIRED BY OTHER `��� � P R O V I S I O N S O F T H E C O D E O R U S E D F O R A N A L L O W A B L E A R E A I N C R E A S E I N A C C O R D A N CE � CT CIRCUIT T TEE � , CU CUBIC MINUS OR NEGATIVE T.O. TOP OF WITH SECTION 506.3 OR AN ALLOWABLE HEIGHT WCREASE IN ACCORDANCE WITH � r � S E C T I O N 5 0 42. T H E 1-H O U R S U B S T I T U T I O N F O R T H E F I R E R E S I S T A N C E O F E X T E R I O R � M , - 'OR MIN. MINUTE T.O.C. TOP OF CONCRETE WALLS SHALL NOT BE PERMITTED. � v V ' NEW WALL o OR DEG DEGREES M 1000 T,O.M. TOP OF MASONRY I ,. A. F O A M P L A S T I C S S H A L L N O T B E U S E D A S I N T E R I O R I N T E R I O R F I N I S H O R T R I M P E R I B C S E C T I O N D L D E A D L O A D M O M A S O N R Y O P E N I N G T&G T O N G U E A N D G R O V E E. N O T L E S S T H A N T H E F I R E-R E S I S T A N C E R A T I N G R E Q U I R ED BY O T HER SEGTIONS OF THIS CODE. Q� 801.2.2 EXCEPT AS PROVIDED IN IBC SECTION 2603.7 OR 2604. - �s DOWNSPOUT MAN MANUAL TAN TANGENT F. NOT LESS THAN THE FIRE-RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE � O ' i �,,,, ,�, �, DBL DOUBLE MAX MAXIMUM TC TERRA COTTA (SEE TABLE 602) � B. INTERIOR WALL AND CEILING FINISH SHALL HAVE A FLAME SPREAD INDEX NOT GREATER � � � � WALL TO BE REMOVED DEPT DEPARTMENT MECH MECHANICAL TDL TRUE DIVIDED LITES � � u TNAN l NAI 5F'�GII-ICU IN IAI3Lt �3U3.5 I-UK TNE GKUUP ANU LUGAfIUN DESIGNAI ED PER �eT DETAIL MET METAL TEL TELEPHONE IBC SECTION 803.5. DIA OR f6 DIAMETER MEZZ MEZZANINE TEMP TEMPERATURE � O DIAG DIAGONAL MFG MANUFACTURER THK THICK C. TEXTILES, WHERE USED AS AN INTERIOR WALL OR CEILING MATERIAL, SHALL COMPLY WITH NOT W CONTRACT DIM DIMENSION MH MAN Ho�E THRESHTHRESHO�D ; ` .. , ;:; - THE REQUIREMENNTS �F IBC SECTION 803.6. 4 ��� Div D�v�sloN MIN MINIMUM THRU THROUGH � (3 DN DOWN MISC MISCELLANEOUS TOM TOP OF MASONRY � � ` D. INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIAL SHALL COMPLY WITH IBC o0 oirro nnr� MouNTEO TOS rOP OF STEE� V SECTION $04. DR DRAIN MULT MULTIPLE TOT TOTAL DWG DRAWING TRANS TRANSFORMER O �^ ° E. CURTAINS, DRAPERIES, HANGINGS AND OTHER DECORATIVE MATERIALS SUSPENDED FROM DISP DISPENSER (N.I.C.) NOT IN CONTRACT N TELEVISION .� � � WALLS OR CEILINGS SHALL BE FLAME RESISTANT IN ACCORDANCE WITH IBC SECTION 805.2 (►vTS) rvOT TO SCA�E n'P nPiCA� O � „ � =OR EQ EQUALS #OR NO NUMBER AND NFPA 701. EF EAGH FACE N NORTH UBC UNIFORM BUILDING CODE -> '� � F. MATERIAL USED AS INTERIOR TRIM SHALL HAVE A MINIMUM CLASS C FLAME SPREAD AND EW EACH WAY uFC UNIFORM FIRE CoDE � ,�� SMOKE-DEVELOPED INDEXES. COMBUSTABLE TRIM SHALL NOT EXCEED 10 PERCENT OF Ea EaCH oa ovERa�� u.o.rv. uN�ESS OrHERwisE NoTEo THE AGGREGATEWALL OR CEILING AREA IN WHICH IT IS LOCATED PER IBC 805.5. EGR ENGINEER O.C. ON CENTER UL UNDERWRITERS LABORATORIES EJ EXPANSION JOINT OFF OFFICE UR URINAL G. EXTEND FLOOR FINISHES BENEATH ALL REMOVABLE BASE CABINETS. E�EC E�ECTRICA� oH ovERHEa,D ELEV ELEVATION(VEIW) OPNG OPENING V VOLT H. PROVIDE FLOORiNG TRANSITION STRIPS WHEREVER FLOORING CHANGES MATERIAL. EQ EQUA� oPP OPPOSITE (v) vERIFY EQUIP EQUIPMENT ORIG ORIGINAL V.S. VENT STACK � L ALL HOLLOW METAL DOC}RS AND FRAMES SHALL BE PAINTED. Es EacH sloE v.s.T.R. vENT sTACK THROUGH RooF EST ESTIMATE + PLUS OR PQSITIVE VCT VINYL COMPOSITION TILE EXC EXCAVATE % PERCENT VERT VERTICAL EXH EXHAUST PL' PLATE VIT VITREOUS � (E) EXISTING PROP PROPERTY VOL VOLUME EXP EXPANSION PCF POUNDS PER CUBIC FOOT VP VENT PIPE ' EXT EXTERIOR PERF PERFORATED PERM PERMANENT W WA1T F.B.O. FURNISHED BY OWNER PERP PERPENDICULAR W/ WITH FT FEET PLAM PLASTIC LAMINATE W/O WITHOUT FDN FOUNDATION PLAST PLASTER WC WATER CLOSET FE FIRE EXTINQUISHER PLMNG PLUMBING WD WOOD FR FIRE RATED PNEU PNEUMATIC WH WALL HYDRANT FS FULL SIZE PORC PORCELAW WI WROUGHT IRON FC FOOT CANDLES PP POWER PANEL WP WATERPROOF FDN FOUNDATION PR PAIR WPM WATERPROOF MEMBRANE FIG FIGURE PREFAB PREFABRICATED WR WATER RESISTANT FW FINISHED PSF POUNDS PER SQUARE FOOT WT WEIGHT FIXT FIXTURE PSI POUNDS PER SQUARE WCH WWM WELDED WIRE MESH FL FLOW LINE PTN PARTITION FLR FLOOR PW PLYWOOD X TIMES OR BY FLUOR FLUORESCENT FTG FOOTING YD YARD VICINITY MAP SITE PLAN _._.� ___ _.�._} p.� _.. _� ._� - -, - _, _ _ _ �.,,��� ._.�..._ _. ��-� �,...�. ��...r.. �.._ _ .. _ _ __..__.�,_ �.. _._:._. ._ m.�... .__.�_ ____..._..�.._..�__.._x.�._........_.. -_.. _M: _...._...___. _ �_.._ ___�--m .,� _�.._. .v..� __.� w.�.. �.._:_.. �.,_.._. 9 - _ ... � '.�-.--�...��..,_„_�......___, ��7 _..� �..._._.4,..._ �...__._ -�- � � ... � . - [7 _.._._ ..�._. �...._..�,,, ....� ��. - �.. , rt-� � �..._.��_ .-,. x�. .. ;-�' __ w�._ �, �..�.�. �.^ -,..... _.....�� -.�,.; : �_.,-• _ ,/ _ �� i � � . . . . . .�_...,.._ - � . ^�.w. . ....��� ...� . . ,, f f� ,.f�� /. -..: . . .. ..�..n...w_ . .,-. .. . �r . � M' . . . . � . ...x a.. .r". . �. 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A��o�awN AND wRirrEN INFORMATION APPEARING „ — -� HEREIN SHALL NOT BE MODIFIED,DUPLICATED, DISCLOSED,USED FOR � ANOTHER PROJECT,OR � - EXTENTS OF NEW FIRE RATING oTHERwisE usED w�THOUT = ` 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 -rHE wRirrEn►coNSErvr arv� � � - INDEMNIFICATION OF JGJA. �` CONFIRM FIRE RATING ON EXISTIN TURE. � �'� 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 , LL STRUCTURAL STEEL PER 2003 IBC BLDG TYPE 2A, INCLUDING THE INTERIOR ` 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 STRUCTURAL PERIMETER OF THE AREA OF WORK. � � ° � 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 * BASED ON ORIGINAL CODE ANALYSIS 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 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 ( ALLNEW WORK IS TO BE COMPLIANT WITH THE CURRENT LOCAL BUILDING CODES. 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 � FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) - � � 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 � �`�� TYPE 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 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 �,,.� �� BUILDING ELEMENT A � �-__�_�-_� __ __. . . . __ _ . __ _ . . __ . . .. _-- _ _ . _ __ _ _ _ . _ __ _ __ _ _ . . _ _ _ . __ _ . . _ _ __ ._ _ __ _ _ __ . _ . � CEILING � . ' PROJECT # 07-05 -�. � � � COPYRIGHT BY J G JOHNSON — RATED FLOOR/CEILING � �E�I E I��L �AL L T�F�E hl�T E� AR�H�TE�TS,P.C.(JGJA). � ASSEMBLY, VARIES ALL DRAWN AND WRITTEN INFORMATION APPEARING � HEREIN SHALL NOT BE - A. Nt3TE5 AI�PLICABLE T!'J ALL�ti1ALL TYP'ES; RE:A00.01 MODIFIED,DUPLICATED, . CROWN MOLDING DISCLOSED,USED FOR t AS SCHEDULED B. kEFERENGE FLS?tJR RL�4N SHEETS A'1,A2,�53,A4 SEFt1E�aND A5 SERIE� F#2F�1d4�ALL ANOTHER PROJECT,OR RATED FIRESTOP SYSTEM -r�r�E r�,�� orHERwisE usEO wtTHOUT � NOT LESS THAN THE RATING DEEP LEG SLIP TRACK rHE wRirrEN coNSErvTallo °� •-� OF THE FLOOR/CEILING �. HR -HCElJR,h!R-Npt�RATED {FIRE RATING DESIGNATI[fNJ INDEMNIFICATION OF JGJA. - ASSEMBLY AROUND ENTIRE 3 �"ACOUSTICAL PERIMETER OF PENETRATION BATT INSULATION �r. �,LL p;�RTITI�aws aRE �Ir�Er�sI�NEa�T€�THE F�cE aF sTU�► Ur�LES� �THER�ISE NC7!TEQ. � ... 3 5/8" METAL STUDS i � &� E. ALL GY'PS!!M Bt?ARQ GAPs GF�EATER THAN 1P 8"SH#1�ULD BE FILLED WITH C�RY11�tALL I PLAN (1� LAYER�°TYPE 'X� MU�,TYP'I�AL(F�ERIMETER TC►R, Bt�TTClM,ANCF �a1GES, ET�C.} I - GYP. BD. BOTH SIDES F. ALL C;YPSl.lM Bl3ARLt LAYERS 5Ht?UL� BE STl4�C;EREC? HC}RIZ�NTALLYAND ( 1lERTIGALLY,TYRI�AL. TAP'E FaND FINI�H FII�AL GYRSURtI Bf,iARCt LAYEF�S,TYPICAL. G. GYRSlJt�l Bt�AhC� SHCtULCt tdqT T�t.l�H CC1M�I�ETE SLAB. SEAL GAF�t�111TH NON- — HAR[}ENIN�G ��ULK. PIPE PENETRATION H. ALL V1i�LLS �URRCiUIdClIN+�ilttET L+DG�TI+ON�(SHt}1�fERS AND TllBI�H+t�{tUERSj SH�4LL BE FINISHE[}V►tITH �EMEFITITIi'�US BACKER Bttf�FtCF.ALL�+,fALLS �URRqIJNQItd�SEMI-UL'ET ' L€]�CATI�DNS {TUBS WITHCfUT 5H�1tVERSj SHALL BE FINISHEQ it4IITH�iATER RESISTAMT PENETRATIONS SHALL BE PROTECTED BY APPROVED BASE AS SCHEDULED ����� g�'���� �����E 5!8'"TYRE'X'�YR�aIlM B#?!RR[i T�i MAINTAIN 1f�tALL RATING. FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE THIS 1tSiILL REGk!lIFtE �2� LAYEFtS�F iNALLB�OARD AT TlJB Li�C�tTI�NS. THE,�EGt►ND WITH IBC SEC.712. THROUGH PENETRATIONS SHALL BE LA�tEF�h+�tILL CDIuIE�C�ItttN T�T#�P �F TUBf�H�INE�RAN. PROTECTED BY AN APPROVED THROUGH-PENETRATION FIRESTOP � ` i SYSTEM INSTALLED AND TESTED IN ACCORDANCE WITH ASTM E 814 � . � I. WALLS, RARTITII?MS AND FL�![lFtiCEILING ASSEMBLES 5EPJ4RPeTltd� D�tELLING tlRIITS � OR UL 1479,WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF i . i FR�M EACH CtTHER t�R FFtCsf�l P'lJBLi� +�R SERVI�E AREAS�HALL HAVE�S�1UNC� 0.01 INCH(2.49Pa)OF WATER. THE SYSTEM SHALL HAVE A F RATING FLOOR „ „ 5 „ TRANSt�ISSI+�N�CLASS(�T�� #�F Nf3T LES�THAN�g F[�R AlR-6c�RNE �c�uND. ALL AND A T RATING OF NOT LESS THAN 1 HOUR BUT NOT LESS THAN THE �g 3� / t� REQUIRED RATING OF THE FLOOR PENETRATED. 4%g' �t�U f�D�.�L L S S H A L L�O M F L Y 1 t�I T H�#0 3 I B+� S E C T I O N 1 2 0 7.�. I CONTRACTOR TO COMPLY WITH IBC SEC.712 AND FURNISH - J. F L+C#�3 R f G E 1 L I N G A S S E f 4 1 B L I E S B E T V 6 i E E N Q 1{6�E L L I N G U N I T S �?R B E T V�t E E N [t 1 N E L L I t d G �!� � MAUNFACTURER SPECIFICATIONS FOR ALL FIRESTOPPING UF11TS�ND R Pl.fBLl� +t�R SER1lIGE AFtEA SHALL HAllE AN IMPACT INSULATIi3N�LA�aS � {IIC}t7�F Nt?T LESS THAN��. ALL FLi3�}RI�EILING AS�ERt1BLIE�SH�,LL Ct�MRL�f'i1U1TH i 2tl03 1B�SECTBiJhI'i Zf�7.3. THROUGH PENETRATIC�N _ _ K. ALL St7EllPJ[� RATED 1NALL5 �HALL BE AGt?l.ISTI��,LLY�EALECt�ALL EDGES I� c INCLUDING THC��E WITH�:SLIP HEACt TC1 EhJSURE ELIMINATIC>N t?F Nt715E RATED F LOO R / C E I L I N G 3J/8" M ETAL ST U D I N T. WAL L - 1 H O U R ��'�'��"��N. RLACE TG1P ANQ BOTT#?M TFt�,CKS IN BE� OF SEALANT. FR4 � P L. REFER Ttk FINISH SCHE�ULE i?R INTERI[>R DESIGR![!R Bt7!TH F+C�R FRORIT t1F W ; 1 1/2" = 1'-0° RE: 1 1l2° = 1'-0" BASED ON U.L. DESIGN NO. U423 - 1 HOUR Ht��sEie�c�c t�F Hpt�sE Ft�a�a�� �a�E at�Q cr���t�tt��n€��p�r�G�t���T�t��s. � � � I F�i. PRCl1fIDE td#?N-��►MBlJSTIBLE BL[kCKING�tHERE NECESSARY. ,� (� � Pl. �LL t�lEfV1BRAfdE PERIETRATIC?RIS AT FII�E RATED 1�1tALLS ANC1 FLt3t3Ft10EILING � ! GEILING � . � AS�EMBLIES SHALL G+C�MPLY1t€fi1TH 2O03 IB�SECTIC3N 712. � r� i � :: � '' � � C1. ALL THR[?!.lC;H PENETRATIt�N�ANL�t�AEMBRANE RENETRFsTI�"1NS AT FIRE FtATECt ifliALL � � - CROWN MOLDWG AND FLtyt}R1+�EILING l4S5EMBLIES SH�:LL �GtJf�1RLY It�tITH 2O�3 I��SECTIClfd 772. � AS SCHEDULED � � RATED WALL ASSEMBLY, P. FIRE�LCfCKIhJ�: ��MPLY WITH 2O03 IB�C�ECT113N 7'17.2 VERTICAL FIREBLi3CKING AT SEE WALL TYPES DEEP LEG SLIP TRACK �E���t���r�[► F�+�t��t �EVE��. H�IRIZQNT�,L FIREBLl3CKIhlG AT INTERVi4LS NqT � � ` �. EX�GEELt11Y� 10 FEET. %$' RESILIENT FURRING � � 1 OR 2 HOUR FIRESTOP CHANNEL @ 2'-0" O.C. €�. FII�EBLt?CKING f2E�U112ED;4T'104-0���r.c.Ht�r��z+�t�rA�lv�r�a vEr�T�c�a��tr. � 0 SYSTEM INSTALLED — AROUND ENTIRE PERIMETER — 3 %"ACOUSTICAL �. RATED V1tALLS MUST EXTEN�UP TC?UN�EFtSIC�E OF FL[?t�FtlRtJt�F DECK A6Cf1tE AND BE C� OF MEMBRANE PENETRATION, BATT INSULATION SEALEQ AIR IMRENETF�46LE. � � PUTTY PAD OR SIMILAR (USE ANSI U.L.263 3 �° METAL STUDS B. REFER TC1! I41ECH�4NICAL,ELEGTRIGAL,PLUMBING AN[i FIRE PFt+DTECTIi'�N QRA�l3iING5 .. COMPLIANT PRODUCT� FC►Ri�tALL;4NQ FLi�€]�Ft FENETRATIC}WS.F�I�C#VIDE FIRESTt1RPING ATALL RATED O � -- PLAN (1� LAYER�° TYPE 'X' RENETRATIt}N5, PER 2003 IBC SEGTI�F17'12 FC33�HClRIZG?R1TAL ANQ VEFiTICAL '� Q �� MEMBRANE PENETRATION, GYP. BD. BOTH SIDES C� \ � ASSEMBLIE�a. ELECTRICAL BOX OR . ' � / SIMILAR(GREATER THAN �"TYPE 'X� GYP. BD. �. :4LL ELE�TRICAL BC�XES IP! SC►UND RATED W1�tLLS T�Cf BE 111fFtAPPEC�VVITH��pun'v P�r�R2 �� 16 SQ. INCHES� AN�STAGGERED l7R ClFFSET, SUCH TH/'�T NO TVVC�BC#XES C#N�C#RRt�51TE 51DE� �#F A W�,LL OG�IlI�1tUITHIN THE SAME STL[LI GA111TY. I�. �TEEL ELEGTI�I�AL[31JTLET Bt�XES AT FIRE RAI�TITIf,�NS ANCi FIRE BARRIERS SHALL ` NC3T EXGEED 16 SQ. Itd.,SHALL IVt3T EXCEEC! 100 SGl. IRI.PEk 10�SQ.FT.C1F 1t�tALL AND SH�,LL BE SERARATED BY A H{�RIZi]F�TAL CEI�TANCE t1�F 241N.lfflHEFI t}N t}PPCISITE �IDE� �%F W�,LL. PER 20?�G IBG SECTION 712.3.2. � MEMBRANE PENETRATION SHALL BE BASE AS SCHEDULED E. IN�REASE LEhlGTH i�F F�STEMERS ANC?f{JR Id�ILS BY�,T LE;4ST THE SAf�11E THICKNESS INSTALLED IN ACCORDANCE WITH oF rHE sHEa�rHi�u�r��,re�iaL�u�eu ur�aeR Fi�vi�H +cv�suM ����o.�e�2���iec IBC SEC. 712 AND 712.3.2 � ` � r��Le �20.� �2}Fc�orrvore L. i . i CONTRACTOR TO COMPLY WITH IBC SEC. FLOOR � � F. RESILIEPIT�HANNEL INST�tLLATIt�N: 712 AND FURNISH MAUNFACTURER �� ��� 3�" %�� SPECIFICATIONS FOR ALL FIRESTOPPING �,� �RECIaL c�RE�HOULa�E ENSUt�Er�THa�TTHE s�r�EU�s UsEr�Tt� �n�aUNT UNIT SIDE �" 6��� �° CORRIDOR SIDE THE GYFSUM B�ARD�,RE IJt'!T LOPJG ENG?UGH TCf M�,KE CCENTACT{t1iITH OUTLET BOXES ON OPPOSITE SIDES OF THE 5TlJD ANC}�H(1RT-�IR�lJIT THE F�ESILIENT�HANNEL.SH�.?RT- WALL SHALL COMPLY WITH 712.3.2 ciRCUiTir�+��� �E�vai�E�sY usir��sHORT sct�vufs ttR ev s�RewiN� AT LCi��4TI�CEN'a�` BET�fEEN STUDa B} PRtJ�VI[}E GYPSUM BCfAItD SR�4CER{TYFIGAL Tt7tR�,ND Bt)TTCiM iJ!F�tUALL�. MEMBRANE PENETRATION . �� SINGLE-LEG RESILIENT CH�,Nr+IEL SHttULCt BE INSTALLECE it1fITH THE Q�FEN RATED WALL 3% " METAL STUD CC�RR. WALL - 1 1 /2H E�� ���E�TE��TTHET�R FR3 1 1/2° _ �'-o° 1 M ,8 ,_ „ ' 1 1/2 = 1 0 BASED ON U.L. DESIGN NO. U452 - 1 HOUR GEILING , RATED WALL ASSEMBLY, SEE WALL TYPES DEEP LEG SLIP TRACK 1 OR 2 HOUR FIRESTOP ` � SYSTEM INSTALLED 3 5/8"STUDS 16° O.C. AROUND ENTIRE PERIMETER OF PENETRATION METAL STUDS 1 LAYER��� GYP. BD. PENETRATION FIRE/SMOKE DAMPER BOTH SIDES PER MECHANICAL PLAN -. FACED BATT INSULATION _ � CEMENTITIOUS BACKER - : BOARD AT SHOWERS AND L TRACK PENETRATIONS SHALL BE PROTECTED BY APPROVED TUB/SHOWERS; RE: PLANS � . FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE A R C H ( T E C T 1 LAYER 1" \ WITH IBC SEC.712. THROUGH PENETRATIONS SHALL BE PE "X" GYPSUM PROTECTED BY AN APPROVED THROUGH-PENETRATION FIRESTOP SYSTEM INSTALLED AND TESTED IN ACCORDANCE WITH ASTM E 814 BASE AS SCHEDULED BOARD OR UL 1479,WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIaL OF 0.01 INCH (2.49Pa)OF WATER. THE SYSTEM SHALL HHJE A F RATING ❑ � Z ° °" AND A T RATING OF NOT LESS THAN 1 HOUR BUT NOT LESS THAN THE � : � F"'' `–' ; W � � � �? N REQUIRED RATING OF THE FLOOR PENETRATED. i :. ` i � FU � � o o N � C O N T R A C T O R T O C O M P L Y W I T H I B C S E C.7 1 2 A N D F U R N I S H FLOOR � � L � o � � ` �' MAUNFACTURER SPECIFICATIONS FOR ALL FIRESTOPPING 'r""' " ^ ^� °' ° ° .. . . � . . . . . . . . . . � . � . . � . . . . . � . . . � . ❑ ^ z " m 3 x , ta�' � . . . . . � . . . . . . . . . . . . . � . — � 0 3 .. � . . .�n `i m �.... U a . n � _ �- � NR 6 MTL. STU D I NT. WALL - N R � � --- T � T H R O U G H P E N E T RAT I O N � „Z�� _ ,�-o�� o � � RATE D WALL 5/8" MTL. STU D I NT. WALL - N R � z � ��� ic� 1 H�UR RATED CEILING F� ,. _ ,_ „ NRC „- ,_ „ x N I 1 1/2" = 1'-0" R E: B A S E D O N G A F I L E N O. F C 1 1 3 0 - 1 H O U R 1 1/2 - 1 0 R E: 1 1/2 - 1 0 � o � � _ � �--� CEI G , CEILING � STAMP EDGE OF SHAFT @ FLOOR/CEILING ,�°"" CROWN MOLDING DEEP LEG SLIP TRACK _ �F AS SCHEDULED 5/8 "TYP X GYP. BD � 'J' RUNNER(TOP & BOTTOM) BOTH SIDES � — 2 �"ACOUSTICAL � G9 ����f BATT INSULATION �' — — METAL STUDS 4�3�� � � : :_ . . - _ �-'���� �. � 2 �" GT STUD @ � I 5/8"TYP X GYP. BD ; 1 LAYER�" GYP. BD. � �� - PLAN 2'-0° O.C. I PLAN BOTH SIDES �SEt3�R����� ' ; .� .�� � ` (1) LAYER�'8��TYPE 'X' GYP. BD. BOTH SIDES .�� RECESSED ELECTRICAL ISSUES / REVISIONS �I I PANEL CABINET OR SIM. _ ., . � 816I07 PERMIT SET CEMENTITIOUS BACKER e u�i�i N c o e P T. � ��� SHAFT LINER . . � i ' s i�s r o� I BOARD AT SHOWERS AND COMMENTS EDGE OF SHAFT �L - - - J TUB/SHOWER; RE: PLANS @ FLOOR :. �• �� � : STUD FRAMING � � BASE AS SCHEDULED �. BATT _ BASE AS SCHEDULED INSULATION � : i i . i i i :: i �;. . . J FLOOR �„ 2„ ��„ FLOOR � � MAINTAIN 9 HR RATED SHAFT SIDE 4%" FINISH SIDE P�N ASSEMBLY THROUGHOUT S H E E T T I T L E WALL TYPES/ �� , RATED ASSEMBLIES �� PRE-RUCK DETAIL SHEE? N � MBER � METAL STUD SHAFT WALL - 1 HOUR 1 HOUR WALL 6" METAL STUD INTERI4R WALL-NR/NB _ 1N „ ._ ,. „ „ FR1 „ _ ,_ „ NRA „ _ , „ 1 1/2 = 1 0 BASED ON U.L. DESIGN NO. U417- 1 HOUR F SYSTEM 1 1/2 - 1 0 RE: 1 1/2 - 1 -0 ■ _ - __ . _ _. _ _ _ _ . _ __ .. _ _ _ _ __ �,�=`. _ __ _ __ _ - - - _ __ _ . _ _ . _ . _ . . _ _ _ _ __ _ _ _ . . _ . _ _ __ __ . _ _ __ __ _ __ _ . . _ _ __ _ __ _ _. _ .. .. . __ _ � t,� PROJECT # 0705 GENERAL DUOR NOTES AR�HR'E�sBP�G��A;SON i � MOISTURE BARRIER ALL DRAWN AND WRITTEN � A. ALL GLASS IN HAZARDOUS LOCATIONS SHALL COMPLY wFORnnaTioN aPP�,aRw� ' � WITH SAFETY GLAZING REQUIREMENTS PER IBC SECTION 2406. HEREw SHA��NoT BE EXTERIOR SHEATHING MODIFIED,DUPLICATED, DISCLOSED,USED FOR ,.� B. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE ANOTHER PRO,IECT,OR EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL orHERwisE usE�wirHOUT --------------------------- MOISTURE BARRIER/WATER RESISTANT ` WOOD CASING KNOWLEDGE OR EFFORT PER IBC SECTION 1008.1.8. THEwRInEtvCONSE►vTAN� _ --------------------------- h _w �i �i � � i' i BARRIERTO BE DRAIN WRAP�ALL WINDOW : RE:WALL � w�EMN�F�cAT�oNOF���A. ` �i �i �� �� i� �i FLASHING TO BE FLEXIBLE, 9 WIDE. TYpES � C. DOOR HANDLES, PULLS, LATCHES, LOCKS,AND OTHER ~ �i �i �� �� i� �i OPERATING DEVICES ON DOORS REQUIRED TO BE �� i r=__��___ i i___ i i___ �c=__�� 1. FRAMING -WHERE THE OPENING I EXTEND MOISTURE 1/4"SHIM SPACE ACCESSIBLE PER IBC CHAPTER 11 SHALL NOT REQUIRE °' --� i i �� i i i i OCCURS IN A WALL WITHOUT EXTERIOR I BARRIER PER TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE �' i i ----------- � i WRIST TO OPERATE PER IBC SECTION 1008.1.8.1. �' $, �i � i�---------�i i i' SHEATHING, BLOCKING MEMBERS (A) INSTALLATION GUIDELINES i� ___� �i i� �___a� SHOULD BE INSTALLED AS NECESSARY I C___ i i i D. DOOR HANDLES PULLS LATCHES, LOCKS,AND OTHER i � � � r---� TO SUPPORT THE OUTSIDE EDGES > > � �i i� � OPERATING DEVICES SHALL BE INSTALLED 34 INCHES �� � i i � �� OF THE SIDE FLASHING. i i � � i i MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR. i� � �� �� i i� � LOCKS FOR SECURITY PURPOSES ARE PERMITTED i i i i� �i i i; 2. WATER RESISTANT BARRIER (WRB} I AT ANY HEIGHT. PER IBC SECTION 1008.1.8.2 �� � i' �i � 'i INSTALLED PER MFR. REQUIREMENTS Of�l ; i i i i i i i i i i SEALANT AT PLASTER STOP WITH E. DOORS FROM INDIVIDUAL DWELLING OR SLEEPING UNITS OF i , i i i i THE EXTERIOR OF THE FRAMING / ALL EDGES � i i i i i i DRIP EDGE GROUP R OCCUPANCIES HAVING AN OCCUPANT LOAD OF 10 i i i i i i i i i i SHEATHING. ,� OR LESS ARE PERMITTED TO BE EQUIPPED WITH A NIGHT �� � �i i� i ii - � i� � �i i� i ;i 3. AT WALL OPENINGS, CUT THE WRB r�""' SEALANT AND BACKER ROD LATCH, DEAD BOLT, OR SECURITY CHAIN PROVIDED SUCH i� i �� �� i i� AS SHOWN: CUT 45 DEG. FROM BOTTOM � — - - - - - - DEVICES ARE OPENABLE FROM THE WSIDE WITHOUT THE USE OF A KEY OR TOOL. PER IBC 1008.1.8.3 ��__=a i� i i �=___�i CORNERS, CUT FLUSH WITH THE TOP OF F. PANIC AND FIRE EXIT HARDWARE SHALL COMPLY WITH 'i � i� ,i � �i THE OPENING/UNDERSIDE OF HEADER, �� � �==______ . ._ _ _ . . . ._ _ . __ .. _ __ . _. _. ___ . _ _ . _ � PROJECT # 0705 F�EY NOTE� COPYRIGHT BY J G JOHNSON �,� n-oemo�itian ARCHITECTS,P.C.(JGJA). � 0.1 Demo e�asting wau ALL DRAWN AND WRITTEN 0.2 Demo ebsting stair INFORMATION APPEARING o.s oemo e�asting door HEREIN SHALL NOT BE 0.4 Demo ebsting window MODIFIED,DUPLICATED, 0.5 Removedecking DISCLOSED,USED FOR � 0.6 Demo casework ANOTHER PROJECT,OR 0.7 oemo plumbingfl�.ure OTHERWISE USED WITHOUT THE WRITTEN CONSENTAND ` o.e Existing tile ceiling roo be removEd, INDEMNIFICATION OF JGJA. replace wim gypsum board � 0.9 Removea�d replace section of (E)9YP.Bd.,RE:MEP fnrextent Y 0.1 0 Demo to struchare,leave struchare ( : 0.11 Demo top portion of parapet,retain � : ,, and repairroofing and flashing � 0.12 Rem ove,relocate&reus e existing tub � 0.13 RemoveandRelocate � 0.14 Demotoiletpartition ' 0.15 Demo lockers I 0.16 Demo tup deck 1-Gsneral 1.1 Lineofsoffitaboa2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 ,.2 Nignfaceoffinish 1.3 Existing b�rem ain 1 A �ine of roof a bove � , � I I I � � I �.� NaTUSEo ( � � � � ( � � � � � � 1.6 NOTUSED � � � � � ( � � � � � � I � � � � ( 1.7 Remove and replace section of(E) j j l� � i I � I J �� I I I I I I I I I I I I I I I � � I j � gyp.ba.,RE:Mechforextent ( I / � ( I I ( I I � 1.6 Align new conshaction with existing � I I \ I i i � ( I � � I I I I ( � � � I 1.9 1 1!2"diametergrab bar � ' ( ' � � I � � � � ( � � i 7.11 ProNde blacking in wali � n � n i n i n � n � n � �� � n i �i � n � n � n � � n � n � � n � n � n � n � n � n � n � � 15-0 � � �7-9 � 14-6 I 14-3 � 14-3 I 14-3 6-7 � 29-8 6-9 � 14-3 � 14-3 � 14-3 � 14-8� � � 12-6 14-0 � 14-0 � 14-0 � 14-0 ! 14-0 � 14-0 � 14-0 ! � I � I 2 � ( 1.12 NOTUSED � I � I � � I I 1.13 Patch&Repairceiling tn match existing , � � � � 114 60 Cleartofaceoffinishturnaround ( � I I ( � � � � � � ( � � � � � � � � � � � � � � .- �' �. . ' � � � I 1.15 60"By30°clear space in frontofi Tub , � � � � � � � � I � � � � I 1.16 Patch and re air existin walls wher� � � � ( � ( � � ( � ( � p 9 � ° � � � � � � � � � ( � I ( � c atch e � I I i I � � i demolition has o curred. M xisting � I � r � i � � � � � � � � centfinish ( � i i ada 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 � . � �: � � 2-5itework � � � � �:. { � � � � � � � � � � � � � � � � ( �� ( � � � � � � � � � � � � � � � � � � � � � � � � ., � � � � � �� � � � � � � � � �! � � �� � � � � � � � � � � � � ( � ( � � 3-Concrete � � � � �� � � � � � � � � � � � � � � � � � � � � � ; con curb !._ I . New cretewalW I � � � � „ . � � � � � � ( ( � � ( � ( � I � New concrete slab � � � ( � � � � � � � � � � ( � I I � I I 32 , � ..: I � � ( � � � � ( � � � � � � : � . :. , , . ( [ � � /'�♦ ` � � � � � � � � � � � i � � � � � � � � � � � ( � I I I � 4-Masanrl+ W p � [ � I I I I I I I I I I I I I I I I I I I I I I I I 4.1 CMU wail w/sinne cladding > , , � f ! I 4.2 Stone cladding atcoiumn � ! ,...:; � , .." I � � � � � � � � � � � ( � � � ( � � � � � � � � � � , � � � � � � ; � ( I � �.> . . � � � � � � � � � � � � � � � � � � ( � I � 4.3 2"stone cap, I E .; . , , � : �- � � �„ � � x . , � � ( '� � •��� � � � � � A.4 18"High stone wall � � � � � � � � � � � � � � � � ( � � � � � � 5 42 g stone e � � � � ; �� ��' � � � � � � � � ( � � � ( � � � .,, � ; � C ERENCE CENTE � �� � l. : ��� �� � . � �� ��� � � � I I I I I I I I I I � � I I I I I I I I I I �O F�� R I I I � � ---------------------------- ----- ----------- ------ ----- ------------ ------ --- ---------- �. � � TO � � A "Hi h bas � # � �. - � . � � � � t �' � � � � � � � � � � � � � � � � � � � � � ( � ( � � ( � � � � � � � b-Metals � � i �: � � � ' � � 5.1 Metal roofin mat�h e�asting � � � � � � � � � � �i1 � : .: � � � � � � � ( � � � � � ( � ( � i g � = � � � � � � � � � � , I � �� I I I I I I I I I I I I � � I I 52 ��ai���zededgeriasn�� � : � � < I i � I � 5.3 Alum inum S�refront � ,... � ;:.� ` � ( � ( � � � � � � 5.4 New metairailing � � � � � � � � � � � � � � � , , ( � f � � .' ! . ,' � � � � I � :; : :.. .,, ' � � � � � � � � ;. .. . 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I ' I I , : .; ,,, �� � c� _�� ,� � .� <.. <: ., . . , e- :: � � � � � : >. :.... 9.3 Vir in rubber floonn � _ : r . . ::,.� � � � � � � � � � � � � � � � .. .., . , . ;: < .., '.: 9 9 , ,. . . : _ . .;. _ _:. ... _. , . ,; ;,.. . - ; . . . _ _ . . . � � ,. � � ,.. _... ;. � � � � � � _ : _ ,,... . . . : . . ,_ . _. . .� i �, . ; , . ,., ., ,.,.. ,; 9.d Patch and aint E sb�cco -... . . ;, . ; ....� ----- _;._-_ __ ,:�_-_, m.__: .__ ----'----- ------ ------ --------------- --- ----- ------------------- ------------ :..,m.,: ------------------ ------ ----- ----- ------ ------------ ----- -- ' -- ;:... ,:;: . . . , ---- ---------- -� �-_.__ .T_. _..�. -� -� �- � -� �- -�- � � -�- � -� ;, . . ,, ,� , � °.� p ( ) ,h'P . ,. ...,.. _... .. ... . ��.�..-� . .,.:. ..,;.. . .,,�,. . . ._,,---� ...: . ,� . . . i' ' . . . . . . . . ....,.... .......... .......... . .... ......:.,,. . . � � .., � . . . . . . ......,.... .:.... . ...... .. _.... .. ...... ._..... . , .,,.......,.. ..,. ..... .._ . . . . . , ,._..., .... .. _ . _, ,.._.... .. .. . ........ ___.. . . . .... z. � ,,., s:.. •.. ..;.:;: � .�• ...� . ., :.: .. . , ., ,: . .;,.. . ......... . . . ....._... . ........ . . ........... . . �. -.:-: . 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PROJECT � � NORTH ,� � TRUE NORTH � � 1.��i�T LOWER LEVEL - OVERALL PLAN ���� �� � _ � �-��� �. �,� =20'-0" C� �Ns c�°� �[3 AR ISSUES 1 REVISIONS 8I6/07 PERMIT SET 8113107 BULIDING DEPT. � COMMENTS i � � �` SHEET TITLE �. _ LOWER LEVER OVERALL PLAN � SHEET NUMBER ■ . _ _ _.__ _ ._ _ __ __ . _ _ _ _ _ _ _ __ _ _ _ _ .._ . . _ _ . _ . . . . __ . _ __ . __. . _ ___ _ __ _. - _ _. _ _ -x __ _ _ _ . _ _ _ _ _ __ . . __ __ _ _ . _ _ _ _ _ _ _ _ _ __ P R O J E C T # 0 7 0 5 I4EY"N{}TEs � COPYRIGHT BY J G JOHNSON o-aemo�itian ARCHITECTS,P.C.(JGJA). -j o.t oemo e�osting wa�� ALL DRAWN AND WRITTEN ' 0.2 Demo e�sting stair INFORMATION APPEARING ^ 0.3 Demo ebsting door HEREIN SHALL NOT BE 0.4 Demo e�asting window MODIFIED,DUPLICATED, 0.5 Removedecking DISCLOSED, USED FOR ° 0.6 Demo casework ANOTHER PROJECT,OR 0.7 Demo piumbingfla�.rre OTHERWISE USED WITHOUT o.e Existing tile ceiling ba be remo�d, THE WRITTEN CONSENT AND , ' - re lace wim INDEMNIFICATION OF JGJA. � _ p gypsum board � 0.9 Remot2 and replace s ection of � (E)gyp.Bd.,RE:MEP firextent � 0.10 Demotostruch�re,iea�struchare �° - �1� 0.11 DemotopporGonofparapet,retain . and repairroofing and flashing 0.12 Remov2,relocate&reus e existing tub � 0.13 Remov2andRelocate j 0.1A Demotolietpartition 0.15 Demo lo�kers 0.16 Dematubdeck h-Gensral 1.1 Lineafsoffitabove 12 Alignfaceoffinish _ L3 Existing b�rem ain 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 ,.� �`ne°fr°°fa"°,� 1.5 NOTUSED 1.6 NOTUSED ' � I I � ( I � ( I I I I I I I ; 1.7 Rem o�2 and replace s ection of(E) \ � � ( � � � � � � � � � ( � � � � ( � � � gyp.bd.,RE:Mech forextent � 15'-0�� I 32'-9" �� 7'-9"! 14'-6" ! 14'-3" 14'-3° � 14'-3" i6'-7" � 29'-8° ``� 6'-9'i 14'-3" � 14'-3' � 14'-3° � 14'-8��2° � � 12'-6" � 14'-0" j 14'- ' i 14'-0" i 14'-0" j 14'-0" j 14'-0" j 14'-0" I I I I I I I I i I I I I ;:9 ,�;,��a;amete�grabea�theX�st��g � 1.11 Pro�ide bioc4dng in wali � i I � � ( � � � � � � � � � � � � � � � � I I I � I I I ( ( I I I I I I � � � � � � � � � � � � � � � � � � � 1.13 POch&Repairceilingl�matchexisting I I � � � � � � � � � � � ( � ( � ' 1.1A 60"Cleartofaceaffinishturnaround I I I I I I I � � ( I I � I I I ( ( � 1.15 6�"by9�°dear space in frontof Tub I I � � I I I I ( � � I � I ( � � � I � I � I ( � � I I ( � I I � � � 1.16 Patch and repair existing walis where � � � � � I I � I � � � � ( I � � demolition has occurred. Match existing I I � ( � � � � ( � � � � � � � ( � � � � � adjacentfinish � � � � � � � ( � � � ( � � ( � � � � � � � � � � � ( � � � � � � � I I I I I I I I 1 I I I I I I I I ' z-sicework I I I I I I I I I I I I i I I I I I I I I C� � � � � � � � � � � � � ( � � � � � � � � � � � ( ( � � � � � � � �-Gancrate I � I I I I I I I I I I ( I I I I , 3.1 New concretewalklcurb I ( � � ( I � I � I � � � � � I ( I � � � 3.2 New concrete slab � /�♦ � � � ( � � � � � � � ( � � � � ( � � � � � � � � � � � ( � � � � 4-fNasonry \{✓ 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 j 4.� CMU wall wl sinne cladding > � � � � � A2 Stone cladding atcolumn � � � � � � � � � � ( I I � � ( � ( � � � � � � � � � � � ( ( � � � ( � � � � � ( � ( � ( � � 4.3 2"stogecap,typ. •� '^ I I 4.4 18"Hi hstonewali Q ��� I � I � I I ( � I I I � � ( ( � � ( ( � I � ( � 4.5 42°High stone base � � � ( � � � � � � � ( � ( � � I � � ' M I I � � ( � � � --- -- - -- --- - -- --- � � v1■� � i i i i i i i i i i i i i i i - ---- =-_�=__-�=-�-�-�-=_ -�� -==�___�_= _ _. _ . _ _ _ _ . .. .. _ . . ._ . __ _,. _ .. . _ _ . _ __ _ __ __ .. _ . _ _ _ . __ _. . . _ . _ _ _ __ ._ _ _ _ _ _. _ _ __ __ _ _ _ _ _ _ _ _ _ . _ _ _ � '� `� :� PROJECT # 0705 FSEY Ni�TES COPYRIGHT BY J G JOHNSON x:: ct-aema�ition ARCHITECTS,P.C.(JGJA). 0.1 Dem o e�risting wali ALL DRAWN AND WRITTEN 0.2 Dem o ewsting stair INFORMATION APPEARWG - o.s oemo e�ast�ng door HEREIN SHALL NOT BE 0.4 Demo e�asting window MODIFIED,DUPLICATED, 0.5 Removzdecking DISCLOSED,USED FOR .. 0.6 Demo�asework ANOTHER PROJECT,OR 0.7 Demo plumbingflxbar� OTHERWISE USED WITHOUT o.s Exlsting tile ceiling roo be rerrrov�d, THE WRITTEN CONSENT AND _ replace wim gypsum board INDEMNIFICATION OF JGJA. ' 0.9 Remove and replace section of (E)gyp.Bd.,RE:MEP inrextent �.10 Demo to structrare,leave structure � $ 0.11 Dnd epaprpoofing andaflaphingtain 0.12 Rem ov�,relocate&reus e existing tup �.13 Remov�andRelocate I 0.14 Demotoiletpartition � �.15 Demo lo�kers �.16 Demo tub deck 9-C�neral 1.1 Line ofsoffitabo�2 1.2 AlignFaceoffinish t3 Existing 1�rem ain 1 A Llne of roof abo� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 '.5 N°T�SE° 1.6 NOTUSED 1.7 Rem ove and replace section of(E) l� � � � � � J �� ( � ( ( � � � � � � � � � � � � � � � ( � � � � � � 1.8 AI gnbn�ew onsh�ction w thnexisting I � 1 5'-0" � 3 2'-9" 7'-9"I 1 4'-6° I 1 4'-3" -�- 1 4'-3° I 1 4'-3° 1 6'-7° � 2 9'-8° . 6'-9'1 1 4'-3" I 1 4'-3° I 1 4'-3" I 1 4'-8�2" I I 1 2'-6" I 1 4'-0" I 1 4'-0" I 1 4'-0" I 1 4'-0° I 1 4'-0° I 1 4'-0" I 1 4'-0" I 1 3'-9�f2"I 1 4'-0" I 1 4'-0" I 1 4'-0" I 1 4'-0" I 1 4'-0" I 1 4'-0" I 1 4'-0" I 1 4'-0" I 1 4'-0" I 1 4'-0" I 1 0'-1"I g � �� \ 1.9 1 1f2"diameter ra6 bar ( + i � r r r r r � r � r r r r r r r � r r r r r � , ����� ,�������� ,,--� ,.-��� � � , � 1.11 Pro�ide blocMng in 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 �.�2 r�oTUSEO � � � ( 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 1.13 Patch&Repairceilingtomatchexisting ( I 1.14 6D"Cleartofaceoffinishturnaround ( � � � � � � ( � _� � � � � � � � � � � � � � � � � � � � � � � � � 1.15 60"by30"clear space in firontof Tub � � ( ( 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 1.16 Patch and repair existing walis wher� i � , , demoiition has occurred. Match e�is6ng ( ( � � � � � ( � � � ( � � � � � � � � � � � � � � � � � � � ( ( � adjacentfinish I i � ( � � � � � ( ( � � ( � � � � � � � � ( � � � � � � � � ( � � � � 2-5itewark I i � ( � � � � ( � � � � ( � � � � � � � � ( � � � � � � � � � � ( � � I� I I 3-Cansreta � ( � � � � ( � � � � ( � ( � � � � � � ( � � � � ( � � � ( � ( � � 3.1 New concretewalk/cur� ' 32 New concrete slab � 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 � 4-Masanry � 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.1 CMU wail w/stone ciadding > � I I � � � � � ( � ( � � � � � � � � � � � � � � � � � � ( � � ( � � � � 4.3 2"�stone capn�g�atcolumn •� � � I I , 4.4 18"High stone wall Q � � � � � ( ( � � ( ( � � � � � � � � � � � � � � � � � � � ( � � � � 4.5 42"High stone hase � � I I � � � � � � � � � � � � � � � � ( � � � � � � � � � ( ( � ( � � � � � � � i s-f�llexa�s � . 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' � . . . . . . . . � . . . � Q I F . . . . . . . . . . . . . . . . . . . . . . . . � a . . � . . . � . � . � � . . . � . �� � � . . . . . � O o . h� x �„/ � STAMP ��� � PROJECT � NORTH � � S��� �6�T � TR�E NoRTH FOU RTH LEVEL- OVERALL PLAN � ����� �� � 1 ��� = 20�-0° �-�5 � � ��' �������� ISSUES / REVISIONS 8/6I07 PERMIT SET 8/13107 BULIDIN DEPT. � COMMENTS � SHEET TIT1E � FOURTH LEVEL OVERALL PLAN I LEGEND r - NOWORKINTHISAREA sHEET NuMBER ■ �. _ _. __ _ _ . _ .. _ . _ .. . ._ � . _ __ _ __ _ _ _ _ __ _ - _ _ _ _ __. _ __ _ . . . . _ _ _ _ _ _ _ _ _ - _ ._ __ __ _ __ _ _ . _ _ ._ .__ __ ____ -- ____ __. . _ _ ____ _ _ ---__ PROJECT # 0705 FCEY NOTES �o-uema�it�on COPYRIGHT BY J G JOHNSON 0.1 Demo exlsting wall ARCHITECTS,P.C.{JGJA). 0.2 Demo existing stalr ALL DRAWhI AND WRII?EN 0.3 Demo exlsting door INFORMATION APPEARWG �tl o.d �emo existingw�ndow HEREIN SHALL NOT BE 0.5 Remov�e decking MODIFIED,DUPL,ICATED, DISCLOSED,USED FOR o.6 Demo casework ANOTHER PROJECT,OR � 0.7 Demo plumbing flxWre OTHERWISE USED WITHOI,�T o.e Existing tlle ceiling to be remo�d, THE WRITTEN CONSENTAt'JQ r-- - - - ---- - - ---- - -- ---- -- -- -- - - ---- - - - ---- - - ---� replacewithgypsumboard INDEMNIFICATIONOFJGJA. �/' "� 0.9 Remov�and replace section of , . � . � . . . � . r:,. � . ' ' � .. ,. . , • . . . . � [E)gyp.Bd. RE�MEP forerc�nt � � � , y o " � ` D.10 Demo�strucWre,leavestruch�re ' � 0.11 Demo top portion oPparapet,retaln . � . ' . . . . . . i� � r i : 1 ; � { � � f y� i r t��,�� t . . { � and Cepafrrooflng andflashing � � � � Q L!� � � � ' ,��. < �� E � < ��3 -_._r � R ��H��1 1�� ` ' � � � ��� � �` ` /� v � 0.12 Remove,relocate&reuseexistin Wb �.J �' � �� r � , . � � � , � + � � 9 ' � � ' r � � �� � � � 0.13 Remov�and Relocate � � . . . [ � � , 'l �' i l\ 'l l t f i �. ( 'i � t { ( . � +c; ` t ,� t;, v ` 0.14 Demotolletpartition i ! GOORS FRAMES ' �� � � , , '� ` ' r / \ I 0.15 Demolockers REM�{�.CI � ` 'i ; � r � i' t ` 'jlk i i � f ', � ` t t s":� I 0.16 Demotubdeck DC�C1R ' NOMINAL SIZE FIRE HARDV!JARE SECTIClNS i' x ; , r ; � ,i � ' , !� '' , ,:: o ' NUMBER LQ�ATION TYPE MATL. GLASS MATL. FINIISH ; � f , � ' :i ;, _ t � , �: � ;' INIDTH HEIGHT THICKNESS RATING SET JAMB HEAD THRESHCLD , ,' ° � E�I����;; � : ; , r'�CM�T�.I�C� ,; � I I ZUQ EXTEWCtR D4 HM 3�-0,� 7•,S?" 13t4" - HM P 1tA00.Q2 ?tA00.U2 gdA02A2 WITHGLASS i � , ', ' ' s '': �, - r � 1-Generai 2Q1 SH0114'ER �3 WD 3'�A" 7'-0„ 9314'" - HM P 41A00.62 3lAOD.02 8)A02.02 WITH L�3lNE S � , ,... : � $ ` '`, ��� `, �' ����� x ,; � � � I 1.1 Line ofsoffttabovs 20Y RESTROOM D1 WD 3�-0" 7,,0,• 13f4" - 2UMIN. HM P 51A00.02 61At10.02 R ' �� f , > { ' ` + ` +' ��;` , # \ / 1.2 Alignfaceofflnish `f(� � � r` t; ,� , , � `� �'`� � 1.3 Existingtnremaln • � f , , � + i 2ii3 RESTROQM D1 Wd 3•�4�� 7�,4�� 13t4•� � 24 MIN. HM P 51R04.02 6tA0D.Q2 ; ; ; � 204 SHQWER a3 WD 3�-0'� 7',8" 1314" . HM P 4fA04.a2 3tAQd.02 8fAQ2.02 WITH LOWERS , � � , r : , ;, ` °;; t °, ` , : ' ' 1.4 Line ofrooPaho� � t ,f i ` ; js a { / \ 1.5 NOTUSED 001 OFFICES D1 WD 3'�D' 7'-0'" 13t4"' - 20 MIN. HM P �tRd4.Q2 6fA00.D? : '. , ; , �� , � I c`< `J ` _ � i \ WOMEN � �.s NOTUSED t, i � T t , � � � < < .�Y f � / \ 202 I 1.7 Remov�and replace section of(E] i' i � � gyp.bd.,RE:Mech torextent p pC: pC: pC: � , � k � I I 1.8 Align new conshactfonwim existing IZ RG ftG RG �` . r , , , , , � 1.9 1 112"dlametergrab bar CHED C�HE HEDUL CHEDU ;� a , � � � �.�� Provide6lockinginwall �- % s ' , � t,. !' � 1.12 NOTUSED � � � � � � �� _,,,,� �, - � � 1.13 Pat�h&Repairceiling i�m aYcYr existing � � , �r i? � n ��-_....�� � ,. , , . . ; t, � ; ,!, . , '. I � 1.14 60°Clearto face oPfinish Wrn around W W W W 1 /� ``� 1.15 60"py30"dear space in frontoPTub I1.16 Pat�h and repair existing walis where = ( / \ dem olition has oeeurred.Match exlsting W W W W � 1.16 1.16 � � I ad�acenttin�sn � V V V I ( I � 2-5itewnrk � C/� � I \\ / 3-Conorete '� oWC owc � � � � � � / ' 3.1 New concrete walWcurb 3.2 New concrete slab � � �^� I -� �� � Q� ' 4-A+lasonrv � Di D2 D3 ( q4 1 I � � I 4.1 CMU waliwismne cladding \ ( \ 4.2 Stonecladdingatcolumn �� � �/ + I A.3 2"s�ne cap,typ. � � I 1 � I 4.4 18"H igh stnne wall Q \ / 4.5 42"High st�ne base � I � � I 5-Metais i�. W ' � � 5.1 Metai roofto match existlng � �� � � 5.2 Galvanized edge flashing � I /�_\ 5.3 Aluminum StOrefront T� I�i I � ' 5.4 New met�l railing � V��[( � I \ ' S Woads and Plastics � � ' I °, � ' I�/IEN � s.t New caseworGc � O 6,2 New mlllwork:fauxtim bers,typ. /�1♦ � ( / 2�3 � 6.3 New Countertop V,/ /"► I \ // I 6A Casework RE:I.D. � v Ii �-Openin�is � �.�s 8.1 New door ♦""'� ,r �r� �� I // \\ I 8.2 New window I_ I O � � I 8.3 Aluminum slnrefront � I : � \ I 9-FinisMeS � � I p ) I 9.1 StuccoPinish � � \ i 9.2 Stonebase ' 9.3 �virgin rubber"flooring r I � � 9.4 Pat�h and palnt(E]stucco,iyp. 9.5 Tile Flooring � NEW OFFICE �� -� s,s Match existing finish � 206 � II 10-S Rec la lties I 10.1 Toiletcompartmeni� � ; ' 10,2 Grab bar II 10.3 Tollettissue dispenser �' I 10.4 Sanitarynapklndispenser . ' 10.5 Paper�weldispenser I I 10.6 Wast�receptacle � � 10.7 Soap dispenser 10.8 Mlrror I � 10.9 Underlavatorypipe guard 1�.11 5howercurtaln&curCain rod I 10.12 20 minute door 10.13 Flr�lite 1 hourglass I10.14 Reuseexistlngspa II 11-Equipm erd ' � 11.1� Ki�henEqulpmenthyomers � � 12-Furnishings �.��� � �� �� � � ���� � � � ���� � � ���� � �� ��� � ��� � �� �..0 12.1 NOTUSED 12.2 Removable seat,locate 17"-19"A.F.F. E N LARG E D P LAN - N E F F I E P Ao2.o2 ;3.�pgs�pa�ons�.uct,on W Q C S ACE & RESTRODMS � 1/4"= 1=0° RE:A01.01 �-P�umbing 22.1 New tollet 22.2 New lavatory , 22.3 New Urinal 1 22.4 New shower 22.5 Relocate Fire Sprinkler,re:plumbing i , i.: 4 22.6 Floor draln,re:plumping i 1 i�; I' I,'A1 Y � 1C , � 1� � � . . . � � � � � �y. . , .. � . . . � . . ��.t i : i a i .l�� �.7� ..1 i�� -1 �-�-�h�, ,l � � 1 i�; . � � � . . � . _ ..........�...._.�.. ...._....._..._ .....e...a� �... _._........._.. ._.... � . 22.7 AdJusCabie showerhead � � ° � � �� � � with accessible controls � � � k I � I t 1: . . � � . "] {' i; i ���' ��:) ��') ��.� l f � I�.! ��� M1��., '':)� � �.) 4 � � � . . � - .....�....�..�.........�. .�..� , , ;, , , ! ,, , i - �� � 22.8 Recanfigure spriklers requlred by code + � s O e t:: , t t � � �� ; { � � � ; , r ' ` � � �� � �� � �� � 0,3 �� , � � , , , � � , � � ,, < r � " '{ ` k -3 2-6 4-6 d ( / �s , ; } , W M � 23 HVAC ` - � t a , x � � , � ` ;i � , { j � � + � � �.� 23.1 New HVRC unit . . . r f , � r :t� F � 1 {� t�. 4 � � � �� f � f�� O'_'-'(�-'_'_'_'_'�' . . . � / . . . . � ., �� t i' �. t; r . . . . . .� . � . � dh� t �. '� _. � �✓ - � � . � � . . . . - . F . I I . . � � . t I t:. ' ' " ; r r `' � �'""! 26-Electrical . . . I ; - k 1t t 1 t . � . . . . � . � � � M1��' � 1,� � :1 {. � ��r! 5 ���.i M1�r :i � �: r .,� � . . � � � . . . � . . , .3 ti � 26.1 Existing Ilghtto be relocated i �; � � , � , ' � ` ` � ' 26.2 Exlsting Ilghtt�rem ain � +� s: 4 r ,� rt � k i ` t�� � W I 26.3 NBW : ,: � � ,4 , , , , ,, , � , EXISTING EXISTING , , ; ' r , ,, Y ` I � WAITING RO�M transr�tmer�oca�on , t � � � � � � : � ' � � � ; ' MEN.S' WOMENS 26.4 New llghtlocatlon , � } i �j,J � 26.5 New chandellerlpendantilght,re:elec. ':i r � r r � r � r f � , r�� � l r � n � � � 26.6 New scance . � f , � , �' _ � 2 6 ' �� ,r � , ,� � �� � � r �' � ,.� � ', � � � � � � � ;� � �,, ii,�, ��� , , � f „ ` i� ,r � � � � � � � � . . . 'j ��. i�: > > -� � { �� � �.. : ��� � �� 1 � i�1 .�I { � � � �r . . � . . . � � . � . . � �<<, , , , �� � 0.7 � .�i t 1'. � s�, � � .: � �. ^ . . � ,`. �\,: y r � � r j i� �� t .�.t I 1 . i � . � �.t r1i � . - 1 ; _ _"_' --�y . 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I ( II / i � �.e.��_._. _.._. _.....� C� w� � ._._ � � � I � � �.-- +-� �__..��`� : � � ----- ' � 0.3 ---Q-- � 0.7 �,�,� � 0.1 0.6 � � � ! 0,7 �`� { C� 2�_6,� Q r` \ I _.) j � ( ,� � � s -r M W � `_.._.._._.� 4.1 �__._._...� � 0.6 j.._. __. � 0.1 �-�_.._ �r' `� I , � _.__. .___� �L.� �_._ ---__._� �.._�..�. � I � � �� � �� � �� 22.8 cy I 0.7 ,?�� , 0.1 � � � � j� ( � -3 3-0 4-4 O � I ,r \ � � � ( M � � 0.3 P � 0.3 � / \ � � I o-------�--------a--- � ________-=�� I � o.� ( C=��.___. _ ������� ���,���� � � � � � � ! � ������� � I Q o.� I N I�� � I i � �''� I� � � ��, ������ � ' i \ / I o.� 0.7 �° .�� I 2'-0° 6'-0° 6'-0° 6'-0° I � I (� \ � � � I / �� � � �`�� �� � � I I I I ____ I a' , I �'1 �t��� . . � . .. I . . . . . . . . I � � . � I �.....�.��...���� ( � ��.�. .����� � . . . � . . � ISSUES / REV1510NS I �z.s � ! I I I I � � 0.3 f I I W I O.� � O,3 I ( ( I I I 8I6/07 PERMIT SET I ------------b--- I ( �``� ( ( � � -�"'"� ! I 2 180�3I�07 C ASM #3TS ' Z � o � 1 I I �� �, I I I ,,r �� I I � N w I I �� i I I ` I / �� I I ( __ , 8'-8�° 6'-1" �1 3_12„ 3�-6�" 2 2 SHEET TITLE . RESTROOM ANQ I NEW OFFICE SPACE & RESTRQOMS REFLECTED CEILING PLAN NEW OFFICE SPACE & RESTRQOMS - DEM4 ����N�,�P� �; � 1/4" = 1'-0" RE:A01.01 � 1/4"= 1'-0° RE:A01.01 SHEET NUMBER ■ s. ,_ _ _ _ __. , ,r PROJECT # 0705 � �r IvcsTe� ¢�m��� COPYRIGHT BY J G JOHNSON o.t Demoerosdngwan ARCHITECTS,P.G(JGJA). 0.2 oemo e�dstlng stair ALL DRAWN AND WRITTEN 0.3 oemo erdsting door INFORMATION APPEARING HEREIN SHALL NOT BE o.a Demoex�s�ngw�ndow MODIFIED,DUPLICATED, 0.5 RemorE decking DISCLOSED, USED FOR o.s oemo casework ANOTHER PROJECT,OR �.� o.� Demo p�umbingn�mare OTHERWISE USED WITHOUT <� o.e ��sting tlle ceiling to be remored. THE WRITTEN CONSENT AND ,a� �' replace wim gypsum board INDEMNIFICATION OF JGJA. ° ��'"� ` � 0.9 Remo�and replace sectlon of [� �7 (E)9YP.Bd.,RE:MEPforex�nt 8� A 7/�� ��'� `V o.to Demo to struchare,lea�siruchare I -..f � �( l� � �.17 Demo top portion ofparapet,retain � '�p ' �C j antl repairrooling andilashing � 0.72 Remo�2,relocate&reuse exfsUng iub �� � ��•� �� �.13 Remo�and Relocate eC:_,� O O O O �'� � � \� 0,14 Demo toilet partftlon �, D.15 Demo lockers I 0.16 Demo Wb deck 1-6err�r'ail � � , ��---- �� 7.t Lfne otsotlftabo� � � � I �I � 3 � � 'i S W E R A02.02 ���-�'°'{� t.3 Ex�snng tn rema�n � 12 Afigntaceofnnish , AU2.02 � 1.4 LineofroofabovE -' CHANGING � �� �4 1.5 NOTUSED � � � /'"'���� t J R mavE a d replace secUon of(E) � � I j� I 1�_�n gyp.bd.,RE:Mech firextent I 1.8 AII n new consWCtlon wiih existln / 20 - 9 9 I � 1.9 1 1/2'dlam eter grab bar � � I �. I � 1.11 Prrntde blocWng In wall I I � � 201 �P 1.12 NOTUSED / \ / � 1.13 Patch 8 Repair celling fi m atch existlng I �. �\ 4 � 1.14 60'Clearto face otflnish Wm around A02.02 % 8� 2P 1.15 so•by3o'dear space In irontot Tub I N� 1,14 1.16 Pat�h antl repalr existlng walls where i - I dem olitlon has occurred. Ma�h existlng �22 � NRC adJacerrtflnish � ', '�� _ I'' / ` -- 2-sitswax � 3-Consrsts I� � � 3.1 Newconcretewalk/curb ' 10,6 \ NRC 3�'�° I 3.2 New concrete s�ab w 107 10.5 n a-Ma:brrv � � / B u, 0 4.1 CMU wall w1 stone ciatlding � � L '� WOMEN 42 Stonecladdingatcolumn .� - i A02.02 � M I a.s 2•sronecap,typ. L � i 4.4 t8"High sOme wall 4.5 42'High stone base � � 22.2 0 10.9 202 r � � 0-11Astals � i / 5.1 Mehal rootto match existlng � / � � 5.2 Gahanized edge flashfng � Q / �� \ ELEV. / \ 8.1 5.s aum�num storefront � � i � 10.8 A A02.02 � ��� 5.4 New meta�ranfng � I 10.1 � (� ; 2�_0�� 6-Wf�O0d9 Afld PIAitICS �}.�/ � \ fi.1 New casework VV////JJ11 ` � 6.2 Newmiilworkfauxdmbers,typ. I w� O ��� 6.3 New Counterbp � W � � 6A CaseworkRE:I.D. � ' ` 10.1 � V ���-��� NRC / 1.14 �A��� -- - - --- 10.1 8�_63�$n 3'-��2n e.� New door � •• = 8.2 Newwindow I� � � 8.3 Aluminum sm2front O � , ,oz � ti �-���,.� M � 2P �� \ 9.1 Stuccoflnish � �� N B s '0.3 g.3 Virg n rubber"flaoring ' � � A02.02 �'� i 9A Pa�h and paint(E)stucco,g�. 10.� 9.5 Tile Flooring I 9.6 Ma�hexistlngnnish 10.3 10.4 102 A / i � to-spweq�l�a 1D.1 Tolletcompartrnenb � � NRC tD.2 Grab bar � � � __ _ _. - 10.8 ToiletUssuetlispenser � I 10.4 SanitarynapMn dispenser � � 10.5 Papertoweldispenser -_ ' 10.6 WasOe receptaGe ���� 10J 5oap dispenser 10.3 NRB �o.a Ntrrar �OZ 10.9 UnderlaYdtorypipeguard A � �r_Gn 10.11 showercurtain&curtain rod / A 10.1 �3 � �� 70.12 20 minute door \ 70.13 Firelite1 hourglass I s �� 10.14 Reuseexfsttngspa �� ' 2 22.1 B A02.02 i�.���henEquipmerrtbyomers � � � � / s I 12-Flurrdshie�s � 12.7 NOTUSED ti I 122 Removable seat,locate t 7"-19"A.F.F. I NRC \ 10.1 1.14 �s-s�ec�tti�onstructwn 13.1 Spa � Z2-PkimEplrr�l 2,_O,� 22.1 Newtoilet 22.2 New lavdtory i 'I 22.3 NewUrinal 22,4 New shower �p,g 10,1 203 22,5 Relocate Fire spr�nwer,re:p�umn�ng B �\ $,� 22.6 Floordraln,re:plumbing A02.02 [,� 22.� Adjustableshowerhead �Z '[ with accessible controls � 22.8 Reconngu2 spriklers required trycode I � � �o.a A E�EV. I 23 H+�'AC A02.02 I M E N \ 23.1 New HVAC unrc � � �� - � 28-6sst►kal �/ 203 (,` � 26.1 Exfsring ughtto be relocated �� �'-���� � 2s.2 Faustlng lightbo rem afn NRC 10.7 10.5 10,6 � M 26.3 Newtransiormer�oca�on NRC 26.4 Newlightlocatlon A � 26.5 New chantleliedpentlarKligM,re:elec. 26.6 New sconce i 12 � ��/ ` 122 1.14 8.1 4�_�8�� 2-5 A N NRC �, 3�-B�� MIN. ARCHITECT � � � 4 - � � A02.02 2� � Z � � I I � � o 91�911 � I I � I �.6 ��O E R \ ❑ `/ W '� a � o � �' � � CHA GING �� ❑ W ° m ° ` � � � � � � H t � � e ti � � � V � m _ li 2 P r \ � Z ' m � r,.' _ � m x e n EA 5 � ❑ � _ � o � LL � , I I 22.4 � 2\ / 20� oo�o� � „ � o / I �� � � � z > � � - - - - - � CV O � � v J J r� Q 3 5,_9„ , Z � , A02A2 --� I O o I .� ,....1 = � � � t� 2P , C7 ' 6�_O�� � �--� � I � I S A °'`� ,� / I � �s �; 2'-1" � ::� a.� - .� a , ,�� oo� 8 ��r' d� ;�'!A ' � � � JAl+1P�� C.�!�t�F�T ��: A02.02 � ,"�:��:x�.��i '!�i �:' �-�'���� t.. �� sa �a� � �� �q' �.'�. .,�.<�.�"'a��,> .� �'; :.. � ISSUES / REVISIONS 12 \� 8.1 12 � 816/07 PERMIT SET � \ 8I7/07 • O COMMENTS � 1013/07 ASI #3 2 �\ I ENLARGED PLAN - RESTROOMS 2 � 1 1/2" = 1'-0" RE: 2/A02.01 SHEET TITLE ENLARGED RESTROOM � ANDCHANGINGAREA �I PLAN SHEET NUMBER i , ■ n � _ _ _ .. __ _ _ . . _ . _ . . . _ . _ _ . __ _ _ . PROJECT # 0705 KEY NO'I�s COPYRIGHT BY J G JOHNSON t�-��mo�ition ARCHITECTS,P.G(JGJA). „ 0.7 oemo e�asting wa�� ALL DRAWN AND WRITTEN 02 oemo e�asting stair INFORMATION APPEARING 2'-Q° 0.3 oemo e�asting door HEREIN SHALL NOT BE 0.4 oemoe�astingw�ndow MODIFIED, DUPLICATED, 1 I I o.s Remov�edecking DISCLOSED,USED FOR o.s oemo casework ANOTHER PROJECT;OR 0.7 Demo p�umeingflx�re OTHERWISE USED WITHOUT 0.8 E�astlngtileceilingtr�beremo�2d, THEWRITTENCONSENTAND �," 6.1 o.s Rema�a dg psa e secton of INDEMNIFICATION OF JGJA. A �E79yP.Bd.,RE:MEP forextent 3 0.10 DemotostrucWre,lea�struciure � A5.2 CO 0.11 Demo top portion of parapet,retain I � � ELEV. and repairroofing and flashing j NRC N D A5.3 B 0.12 Rem ov2,relocate&reus e existing tub i 0.13 Remov2andRelocate 0.14 Demotoiletpartitlon C �.15 Demolockers �� i D.16 Demotu6deck / / / � � , EQ. E/'1. 1-C�nerai O ' 445B ,• �,� ��-6�� •.�c _ 1.1 Line ofsoffitahov�e / � �A A� NRC /� i� IVI�IV. U.�.F. � O 1.2 Alignfaceoffinish � � r 1.3 Existing h�rem ain i� �� 1.8 1.8 � t.4 une otrooeabove � �i � 1.5 NOTUSED f i 1.6 NOTUSED i � �/ i� �.\ �n ��-oa 1.7 Rem ove and replace se�tion of{EJ i ,,� �� : � gyp.bd.,RE:Mechfirextent / � � �� � � 222 � �.11 1.s Align new constucoan witn existing � �---------------------------� 443A W /�� 6.3 nsz \�� 1.9 1 v2"diametergrabbar � HRB � �t ❑ / ` \ 1.11 Pro�ide blocking in wali �� ♦ _ / \ 1.12 NOTUSEQ � �� � � �� �'---- - - 1' _ 1.13 Patch&Repairceilingi�matchexisting `� �� 0° I A5.3 I 1'9 � � 1.1�i 6o"Cleartofaceoffinishturnaround � � � ( � 1.15 60"hy30"ciear space in front of Tub ♦ �� �` �\ Q I I � Q 1.16 Patch and repair existing walis wnere � � �� � 1.14 � �8 1.9 demo�ition has occurred. Match existing � `` � � I �- 1.9 A ♦ � adjacentfinish �� ♦ \ � I � j p ELEV. B ��` �`�` \�'I�-6" ' i � � I i / 12.2 NRC O 2-5itevrark � , �� � � 3-Cancrete A5.3 � �� \\ � � ��/ V.I.F,. 4 C1' 3.1 New concretewalWcurb �----- � � �� � �� 3.2 N ew concrete slab 445A � 3,_6�� ,��_O�� 1.9 T��-- � - ,� 1.11 � ' A-klasanry � � � 1.11 � i 1.9 - - - a.� CMU wall w/stone dadding > 3 ALIGN BOTH SIDES M � �,�§ 0.12 4.2 Sb�ne�Iadding atcolumn •� � 6.1 NRC 1.8 ,?�\ � a.s z�stonecap,�. Q � A5.2 1.11 �� i � I 22.1 a.a 1 B°High stone wall � � , ,� i � I �---------- d.5 A2"Highstonehase � ♦\ � � ��� � `� I 1.9 1.11 �-m�t�is � � 5.7 Metal roofto match e�astin � � p _- _ ��, � �♦ O 5.2 Galvanized edge f�asning g > O ' `�\ _ � �� I �� � 5.3 AluminumSt�refront � � � - � ..___,...._.., N NRC ��/ �� CL� �� � `� ' 5.4 New metal railing � 1.8 � ` -' ' � � i � � �� 10 \� 1.9 1.11 �i� I �� s-vstr�ods and p�astics .}.� S` � \ � I ♦ 6.1 New casework ��'V///j���►►► W � A5.3 � � - -- --- - _ I � i 62 Newmlilworkfauxtimbers,typ. ^+ O '� `` � i I I 1.11 s.s New Countertnp ��N O 6A CaseworkRE:I.D. � � _ � �--------- ' � i i ; 6„ 3'-0�� 4�� �� ��� y � ------ -- -- - � O � 22.2 � �-- � � &-oRsnin�s � G�� � � 'I 22.� � � i 8.1 N ew daor '� 2-V �� I / � i 62 New window O � ' � � I / � �.9 � 6.3 Aluminum sinrefront I� O � � W �� � 1.15 1.14 /`� i i �-�inist�es M /�' , 1 , 1.8 i � � � �.�2 � � 9.1 Siucco finish � A�.? I �� I �}♦ 92 Stnnebase " L ,� I � �` 9.3 "Virgin rubber"floorin� � ` �.9 I � / , \�� 95 Ti�lecFlood gaint(E)stucco,typ. � I I / \ � � � 9.6 Matchexistingfinish � ♦� � - p 1.9 I I 1.9 � i ��` ��-sneeia�ties � ' � � � 10.1 Toiletcompartments N I V.I.F. I � ♦ 1�.2 Gra�i par �.�� i� �� 1�.3 Toilettissuedispenser' � � NRC I 1.9 � . I � �� 1d.�t Sanitarynapkin dispenser / ♦ 10.5 Papertowel dispenser / ♦ � � 1D.6 Wastereceptacle � ♦ 10.7 Soap dispenser / ♦ 10.8 Mirror 10.9 Underlavatorypipe guard 10.11 Shower curtain&curtain rod 10.12 2aminut�doar 1.11 10.13 Firelite 1 hourglass 10.14 Reuse existing spa 6" 4'-0° 71-Epuipm ent 11.1 Kitchen Equipmentbyothers ADA ENLARGED PLAN - ROOM #445 PROPOSED ADA ENLARGED PLAN - ROOM #443 PROP4SED "�-F"rn`5�`°�� 12.1 NOTUSED 12.2 Removable seat,loca[e 17"-19"A.F.F. � 1/2" = 1'-0" RE: 1/A1.5 � 1/2" = 1'-0" RE: 1/A1.5 - - 13-5Reciai Cnnskru¢tiun 13.1 Spa 22-P ium kfng � � 22.2 Newalvamry _ 22.3 New Urinal 22.4 New shower 22.5 Reloca�Fire Sprinkler,re:plumbing � 2Z.6 Floordrain,re:plumbing I I 22.7 Adjustable showerhead wim accessfble controls Ii �" 'ti 22.8 Recanfigurespriklers required bycade �.13 ) ( �'�._� � ! 23 HVAC ; ; � � 23.1 N ew HUAC unit 0.1 0.1 � ' ; _-- --- ---- -- -___ �.._� � , �----- �--- z6-e�ectrica� I �� � �i 26.1 Existlng light�be relocat�d � 26.2 E�56ng IightU�remain i ` �� � i r 0.6 - �� / � 26.3 Newtransfnrrnerlocation / � �� 'i �� 26.4 New lightlocatioh € � �� 26.5 New chandelierlpendantlight,re:eiec. � � �� / i 22.5 26.6 New scance I ' ' , � � i i � _ _ . . � �r / �� \ ... . 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( ` 1 � � � � �.� i � �;� .� E �°-...._.�.�' �'� i `� S T A M P I \ � � � � ♦ - 22,5 R � � _.... ..._...__ __._._. ............ ......_..... .___._. __....,.. __..... :.........._ _..__.... .___ ___�.. .__ ,_.� _......._ � i � . 1 , -` - i � i , _..� � � .� 07 � � � �� , � ; i i i 3 , \ 0.6 ��---� i � ` ; ; � � � ; , ; � o.s ��, o.� 1�1 �� ; � s� ��� ; ' �. --�� �� � .� ,��� �� � ` l� o.�z _. .J ; ; ; ���� , } �� ___ ____. ___ ____ __ .�� � � -- - - , � -- - - - - - -- -�-- ,'� ��� �SEtJARGN� ...�- ----- ~--- ' � -�-�- ---- '_ " �°w-� � �\ /'.. �i ` � � ISSUES / REVISIONS � � � � i � r� �� �\ ---- i � 8/61�7 PERMIT SET � � �� �� 8/131�7 COMMENTS 1 / ../ i �� i � � `�' rv--- ____ °- �"°"' ° i � i � , i � �'� ADA - ROO M #445 D E M O P LAN ADA - ROO M #443 D E M O P LAN S H E E T T � T � E . , ` � 1/2" = 1'-0" RE: 1/A1.5 � 1/2" = 1'-0° RE: 1/A1.5 .. ENLARGED PLAN � SHEET NUMBER ■ _ - _. .. _ . ' i PROJECT # 0705 �"',;, �,. �r rva�s .. ���. COPYRIGHT BY J G JOHNS��N `` o-oem o��t�an ARCHITECTS,P.C.(JGJA). _ `', . o.� �emo ex�st�ng wa�� ALL DRAWN AND WRII?EN EQ. EQ. 0.2 oemo e�dst�ng sta�r INFORMATIUN APPEARING � 0.3 �emo e�st�ng doar HEREIN SHALL NOT BE o.a oemo e�st�ng w�ndow MODIFIED,DUPLICATED, � :, 0.5 Removedeck�ng DISCLOSED,USED FOR o.s oemo casework ANOTHER PROJECT,OR 0.7 oemo p�umq�ng flxbare OTHERWISE USED WITHOI.�T 3 � � o.e Existlng nie ceiling 1n be remov�d, ND MNI CAT ON OF JG A.�D W replace with gypsum board �� 0.9 Removeandreplacesectionof (E)9YP.Bd.,RE:MEP fnr extent ` � � � 0.10 Demo to structure,leave strucWre � 0.11 Demo top portion ofparapet,retain ' m W 0.13 0.�2 Remov�e irelocate&reuse exnsting tub '` � D.13 Remove and Relocate � 0.14 Demotoiletpartition D.15 Demo lockers � 0.16 Demo tub deck � W ELEV: 1-Genera► 0.13 1.1 �.t une orsott�tabove 12 Alfgn�aceoffinish W 1.3 Existlng m rem aln 1 R Line of roof abo�e 1 1.5 NOTUSED i 1.6 NOTUSED E�. EQ. 1.7 Rem o+�and replace s ection oP(E) 9YP.bd.,RE:Mech fi�rextent 1.8 Align new constuctlon wlth exlsting � 1.9 1 1!2"diametergraG qar 1.11 Provide hlocking in wall 1.12 NOTUSED 1.13 Patch 8,Repairceiling m match existing , 1.14 60"Clearto Pace oPPinishturn around 1.15 60"hy30"clear space in fmntof Tud 1.16 Patch and repair existing walls where demolitlon has occurred. Match existlng adJacentflnish 2-Sitework IM� 1 3-Cancrete � 3.1 New concretewalklcurb 1,13 s.2 Newconcreteslab � 1 4-Niasonn+ � 1� EQ, EQ, EQ, E{,`, 4.1 CMU wali wlsmne ciadding �a ��i. 42 5lnnecladdingatcoiumn ■L � 4.3 2"stonecap,typ. !�/'1 4A 18"High stone wali �ir� 4.5 42"High stone base � � � 5-Metals � � � W 5.1 Metal roofU�mat�h e�dsting � O 52 Galvanized edge flas hing . �,�3 _ __ _ _ 5.3 .Aluminum St�refront _ �/7� Y W 5A New meCal railing ♦�,/ � --- - -- • � . . . . At � . � . . . . � . . . . . . . . 6-Weede and Plasliae �.� ` L� V //� W 6.1 New casework V♦ O 62 New mlllwork:Pauxtimbers,typ. w�. � 6.3 New Counterhop �� O 6A CaseworkRE:I.D. � � ,13 B-Openings 1.13 1.1 s2 New w�ndow � � - , �� � �,y 8.3 Alum inum starefront O � v W 8-Finis hes � 9.1 SWccoflnish � � � ELEV s.2 stone base 9.3 "Virgin rubper"flooring 9.4 Patchandpalnt(E}stucco,typ. 9b Tile Flooring .� 9.6 Match exlsting Plnish 10-Speclaltie� � 10.1 Tolletcompartments 10.2 Grab bar 1D.3 Tollettissuedlspenser � 10.4 Sanitarynapkin dlspenser 1D.5 Papertoweldispenser i 1D.6 Wastereceptacle 1D.7 Soap dispenser 1�.B Mfrror 1D.9 Underlavatoryplpeguarid 10.11 Shower curtaln&curtaln rod 1 D.12 20 m Inute door 10.13 Flrelite 1 hourglass . . . . � . � � . � . � . . . . . . . � . . � . . . . g 1D.14 Reuse existlng spa '11-Eauipm ent 11.1 Kltchen Equipmentbyothers 12-Flurnis hin�s 12.1 NOTUSED - ADA ROOM #443 - REFLECTED CEILING PLAN ,�.� Removableseat,locatel7"-19��AF.F. ADA ROO M #445 RE F L ECTE D C E I L I N G P LAN 6 ,3-SpecialConstruation � 1/2" = 1'-0" RE: A5.1 1/2" = 1'-0° RE: A5.1 ,s., spa 22-Plumbing 22.1 New totiet 22.2 New IavaU�ry 22.3 New Urinal -SEALANT AT ALL 22.a New shower EDGES 22.5 Re�ocate Fire spr�nk�er,re:p�umb�ng 22.6 Floordraln,re;plumbing 22.7 AdJustable showerhead wlth accessible controls 22.8 Reconfigurespriklersrequlredbycode 23 fiV'AC , 23.1 New HVAC unit I 26-Eleotrleal . . I I 26.1 Existlng Iightm be relocated � 26.2 Existlng Iightm remafn I 26.3 New7ansinrrnerlocatfon ' � 26.4 New Iightlocatlon � � 26.5 New chandelierlpendantlight,re:elec. I 26.6 New scance . . . .. . , � _J DOOR, RE: DOOR SCHEDULE QC3�R SCHEDULE ��M� QooRS FR�n�ES METAL FRAMING A R C H I T E C T DQOR NOMINAL SIZE FIRE HARDWARE SECTICINS REMARKS ANCHOR LOCATI4M TYPE MATL. GLASS MATL. FINISH RE:WALL NUMBER WIDTH HEIGHT THICKNESS RATING SET JAMB HEAD THRESH�LD NPES 415A BATHROOM HM 3'-0" T",Q,•,�V'IF) 13,'�" - '1 HIWI P 2fA5.3 1?Ab.? 10lA5.3 HOLLOW METAL � � o � A43A BATHROOM HM 3�,Q" T,0"�yIF 9 3.�4"' - 1 HM P 2{A5.2 1;A5.2 10/A5.3 F�ME, PAINTED E..a � _ � E ^ AASB CLDSET HIWI 2'�6"PR 7'-0"(�;IF{ 1 3,`4" - 1 HM P 2?A5.2 1�A5.2 1(A%AS.3 � w o . .. . . . i` 7 . . . . .. . . . � y .�p p. � .NN .. . . . . . . . . W m W p ^ p � . . . . . . . . . . . . . .. . . . �� � . � . . . . � . . . . � . . . � . . . . . . . . . . . . � � � ` a . y f� O � I�+! JAMB DETAIL - HM DOOR o x y � � �� � H ; � _ � „ = i; v � 1/4 - 1 -0 RE: 2 &4/A5.1 � o * � � `j _ � � - � = . . r . � . . . � � . . . . . . . . . . . . . . . . . � . .I/1 � J . . _ .. . . . . . . . . . . . ��J . . y . . � . . � . . . � . � . � . . . � � g . � � � . � . . . . . .� a � . � N _ � . . . � � . � � . � � . . � � � � � . . . . � � FTi a . . fJ.�{ KEY � � �--, _ , �T�����i- BLOCKING IN THE WALL FOR THE ADDITION OF GRAB BARS PER ADA GUIDELINES AND � ANSI A117.1-1998 PLAN AND ELEVATION RE:WALL TYPES RE: HEADER, S T A M P Q - RELOCATED AND RECESSED DOWNLIGHT z .� STRUCTURAL � ��_ :� SEALANT AT ALL L � EDGES � ADA GENERAL NCJTES � : � � L--- - METAL FRAME S G ���� �', ANCHOR � Jt�H�3 t��i �" ALL REQUIREMENTS ARE TO MEET THE ADA ACCESSIBILITY GUIDELINES AND THE fCC/ANSI A117.1-1998. �3�� � HOLLOW METAL � 1. VERTICAL CHANGES IN LEVEL BETWEEN 1/4 " TO 1/2 ° MUST BE BEVELED WITH A SLOPE NO GREATER Fw�ME' pA�NTE� `c� �,'� THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 '; WHERE THE SLOPE IS MORE THAN 5%, MUST BE ' 30" 24" ''� TREATED AS A CURB RAMP OR RAMP. �ooR, RE: �ooR SCHEDULE ISSUES / REVISI � NS 2. ALL ACCESSIBLE DOORS MUST COMPLY WITH SECTION 4.13 IN THE ADAAG & SECTION 404 IN THE ICC/ANSI A1117.1-1998 FOR PUSH-SIDE AND PULL-SIDE CLEARNCES AT THE DOOR. e i s i o� P e R M i r s e T 3. CURBS ARE LIMITED TO 1/2 ° MEASURED FROM THE ROOM FLOOR AND THE SHOWER FLOOR) SO AS e�,a r o� c o M M e N r s ' 1 NOT TO INTERFERE WITH THE �NTRY TO THE SHOWER. , �; 4. THE OPERABLE PORTIONS OF CONTROLS AND OPERATING MECHANISMS MUST BE WITHIN ESTABLISHED - L - H M D R c REACH RANGES FOR EITHER A FORWARD OR SIDE REACH AS REQUIRED IN 4.2.5 AND 4.2.6 OF ADA CAB I N ET REAC H H EAD D ETAI 00 ; m# THE ADAAG & 308 IN THE ICC/ANSI A1117.1-1998. � 1/4" = 1'-0° RE: 2 &4/A5.1 il4" = 1'-0° RE: �&4/A5.1 � �� � � 6. CONTROLS AND OPERATING MECHANISMS MUST: A. BE AUTOMATIC OR OPERABLE WITH ONE HAND ; B. OPERATE WITHOUT TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST C. REQUIRE NO MORE THAN 5 LBS FORCE TO ACTIVATE SHEET TITLE 7. PEEP HOLE LOCATION SHALL BE LOCATED 40 INCHES FROM BOTTOM OF DOOR. EN�cE�P�aav � �- 8. VISIBLE AND AUDIBLE FIRE NOTIFICATION APPLIANCES SHALL BE WSTALLED IN ACCORDANCE WITH ` � NFPA 72, BE POWERED BY A COMMERCIAL LIGTH AND POWER SOURCE, BE PERMANENTLY s H E E T N u M B e R P � CONNECTED TO THE WIRING OF THE PREMISES ELECTRIC SYSTEM, AND BE PERMANENTLY � _ - INSTALLED. ■ ;:: _ _ _ .. . _ _ _ __ _ __ . __ _ _ __ __ __ _ _ _., . _ _ ._ . _ _ . _ _ _ _ _ _. _ . . . . . � _....a .. ...... ..4.y. . . . . . . . . . . . . . ; .� . � . .. . . . � . . . . � . . . . � � . . � . . . �,��. , PROJECT # 0705 KEl'NOTES COPYRIGHT BY J G JOHNSON o-Dema�itir�n ARCHITEGTS,P.C.(JGJA). 8 � � . . . . . . . . o.� oem o e�isting wau ALL DRAWN AND WRITTEN 0.2 oemo eaasting stair INFORMATION APPEARWG � 0.3 Demo e�asting daor HEREIN SHALL NOT BE FULL WIDTH o.4 oemoe�astingw�ndow MODIFIED,DUPLICATED, � D.5 Removedecking DISGLOSED,USED FOR ��_2° ��_2° o.s oemo casework ANOTHER PROJECT,OR .. 0.7 Demo plumbingfixhire OTHERWISE USED WITHOUT � i��i i i�i�i�i i i i i _ o.s Existing tile ceiling b�be rema�ed, NH EMNI CATION OF JG AND �iT�i i iT�i� _ �� �i ii i a �i i i i i i i i i i i c0 �,�-�TT r replacewith gypsum board _ _ __ i i i i i i i i i i i a V�����r��//��� __ _ � ������,� HATCHED AREA REPRESENTS -�-�-�-�-%%���L�L �'i� ����� HATCHED AREA REPRESENTS D.9 Remov�eand replace section of �� Ng IG�u�y1L� �� v�i i i�� MIN. REINFORCEDAREA 114" MAX. ������ MIN. REINFORCEDAREA (Elsy�.Ba.,RE:MEP�orextent ; � �.10 Demo to struch�re,lea�2 strucb�re i �ti 6�, q b ��. � AT 1:2 SLOPE 0.11 Demo top portion of parapet,retain / � ,� � and repairrooflng and flashing i � �.12 Rem ave,relocate�reus e existing tub � � � N 0.13 Remov2andRelocate � �.` Z� �� ��11 FINISHED FLOOR/ 0.14 Demotoiletpartition . DECK MATERIAL o.�e oem o�ockers ``��'� � 1/4" MAX. VERTICAL o.�s oemot�ede�k 1-Generai ; CONTROL AND SIDE WALL 1.� ��ne otsot�itabo� 12 Alignfaceoffinish � 3�_$�� A'OZc: FULL WIDTH ' 1.s Existing eo rem ain I V C 1.4 Line of roof abov� 1.5 NOTUSED 2'-0° 2'-0" 1'-0" 2'-0° VERTICAL CHANGES IN LEVEL OF 1/4" MAXIMUM HEIGHT SHALL BE PERMITTED t.s NoTUSEo � T� BE VERTI�'.AL. i� ����������� - 1.7 RemovEandreplacesectionof(E) - . . . . . p'/��•%�'�j�" �--.-.- ` � . --7-T���-. � //�T.� _ . . . � �� � � � � ///LLGL11111 � . . . g�.fld.�RE:MEChfiJt'E3C�EtlC � � . . 'I, � � � ��� � � � �� ��� � � � � � � �� �� 1.8 Alignnewconshactionwithexistin �,;'/�;;'�r',��;;;;;;i � �,;;;;;;'�j �,;;;'/� � BEVELED CHANGES IN LEVEL GREATER THAN 1/4 IN HEIGHT AND NOT MORE - � � � 1111111 �i L L L L 1� J�-���L d L�-i�i i� THAN 1/2" MAXIMUM IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT _ � �.s 1 V2"diameter grah bar � STEEPERTHAN 1:2. ��i��i��i���� %i i 1.11 ProNde blocking inwall / � / � � / / 1.12 NQTUSED � i� i� i / / iiii PER ANSI SECTION 303 ��������/i i j�� � - 1.13 Patch�Repaircelling m match existing � � � i i i � � � �� O 1.14 60"Cleartofaceofflnishturnaround i� i iiiiiii i / N N i�� � � i i i i � ��i�i N 1.16 Pat hyan�d epairexistingwallsowh��2 � i i i i i i i i i i i / � � ��i i � � � i i�i� demolition has occurred. Match existing ; / � � � � � � � adjacentfinish , i . . . . . . . . � , . � . . � . � . � . � � � � � . � . � . . . � i BACK WALL(OPPOSITE CONTROL WALL) 2-site��rk I� , � �-Canerste �� NOTE: DESIGN BASED UPON 199$ANSI REQUIREMENTS NOTE: DESIGN BASED UPON 1998 ANSI REQUIREMENTS s.t New concretewa�wcur� ' * 32 Newconcreteslab � NOTE:ALL DIMENSIONS ARE TO FACE OF FINISH NOTE:ALL DIMENSIONS ARE TO FACE OF FINISH �-�tasanr�s Q� � I ACCESSIBLE THRESHULD �, CMUwaliwlsinnecladding > � � WATER �LOSET BLOCKING & DOOR SILL SHOWER BLC�CKING �2 Stonedaddingatcolumn 4.3 2"stone cap,typ. •�' �/"1 i q4A 18"High stone wall Q �i�� � � � 1/2" = 1'-0" RE: A5.1 � 0 NOT TO SCALE RE: A5.1 " 1/2° = 1'-0" RE: A5.1 d.5 �2°Hi9h Stone base r s-�,���� W � � � 5.1 Metal roofm ma�h e�asting � O i 52 Galvanized edge flashing � 5.3 AWm inum Slnrefront � � � 5A New metal railing 6-Woads and Plastics �/ � 6.1 New casework V♦ O 62 Newmillworkfauxtimbers,typ. �♦ 6.3 New Countertap V�/ O 6.4 CaseworkRE:I.D. � � y &-+7�eninps 6.7 N ew door O �^ 82 New windaw �� O ■ 8.3 Aluminum s�refiont � �-Finizhes � > 9.1 Siuccofinish � „ 9.2 Sb�nebase 9.3 �virgin rubber"flooring , 9A Patchandpaint(E}stucco,typ. 9.5 Tile Flooring 9.6 Match existing finish 1 i�-Speoialtie5 � 10.1 Toiletcompartmenls 10.2 Grab bar 10.3 Toilettissuedispenser � �y±+ 10.4 SanitarynapWn dispenser � 2�-On "�,� 1�.5 Papertowel dispenser 10.6 Wastereceptacle 12.1 10.7 Soap dispenser 10.8 Mirror 10.9 Underlavatorypipe guard . � � 10.11 Shower curCain 8�cur[ain rod � 10.12 20 m inute door ��- I��� \�� 8.1 i'-2�� 2�-4�� I�-Q�� V" �'-O„ „ I''0„ 10.1A R�euise ex sting spa � 1.9 \ � � 12.1 \� - _ \ 11-E�u'Kitchen Equipmentbyothers 1��� ` �.s � � �� ( � �.s � 3'-6" � 1' 1'-10" � i�� ` � 1.11 - 12-Furn is hinps � LI �' _ 12.1 NOTUSED � I '� � -r �� '9 22,2 12.2 Removaqle seat,loca�17"-19"A.F.F. 22.2 �� � i 1.9 1.9 1.9 1.9 1.9 1.9 1.11 � � 1.9 ` � i � � \ I 1 6.1 O � � 6.1 13-5Recial Cnnskruction 22.1 , _,�_ -------- --- -- -� -�-------- _ 13.1 S a 1.11 T-��-h�_1l- -��-��-�-� _ -�-.-� --i i-i -7- '-`� i � i i i i i i i i � : r„ 1.11 i i i i i I p �� � d„ �' i 1.11 � 1.11 , � � i � � . � . . . . � s.� . /// LL//�/G///1/L 1/L/�/ ' ZZ.� � � � r_L_/ _L_1_L_/1�/�. 1.1-1/.L�I/� �.�2 � � . . �(�L�!_L/.L./.G./�/. �0.�2 � . � � �L t�.� L_!_L-/+L� . . 22-PIUh1b1I151 � � . . . . . . . � ,..... _../ . . � � . . p � � � . . �.`�i i i i�T�Ti'�/ . . . . � . . � . . . . . . � . . 22.1 Newh�ilet � - - �.�1_i�_��1_L1_L_/1 � _ 22.2 Newlavamry � / � � � � O 22.3 New Urinai � 22.4 New shower � \ p _ 1. 2 � � � " " ` " ' p � � � _ O O O O O O O d. 22.5 Relocahe Fire Sprinkler,re:plumqing M N �� � ('M CM � C'M M _ N M .�� M _ 22.s Floordrain,re:plumbing .., �i N � � � �p 22.7 Adjustahle shower head i N r � r- wim accessib�e conirols � �/ I I 22.8 Reconfigurespriklersrequiredbycode � 23 HYAC ��-�n 23.1 New HVAC unit g�� �_p� 18° 3'-6�� 3'-2° 1'-7° 5'-0° 3'-6° 3'-2° 5' � � 26-Eleakrical 26.1 Existing lightm be reloca�d ELEVATION - ROOM #445 PROP4SED ELEVATION - ROOM #445 PROPOSED ELEVATION - ROOM #445 PROPOSED ELEVATI�N - ROOM #445 PROPl7SED 263 Nelw6transfnrrneelocation 26.d New lightiocation � 1/2" = 1'-0° RE: A5.1 � 1/2" = 1'-0° RE: A5.1 1/2" = 1'-0° RE: A5.1 � 1/2" = 1'-0" RE: A5.1 zs.e Newchandelierlpendantlight,re:e�ec. 26.6 New sconce ARCHITECT ❑ � � ° [.,.� � ^ � � � . . � . �. � � .- . . � . � .. � . . . � . . � � � � . � � � . . . � . . � � . . . � . . . . lr " - � °m E °n , . � .. � � . � . � � � � � � � � � � � . .. � . � . � . . . . . . . . . . . ❑ � � L/J N . . � r{' O U � �y � � . . � . . . � � . . . � � . � . � . . � � . . � . � . . �1 w � 9 � O m � ' . .. . . . . . . . . � � . . � . � � � � � N � . . . � . . � � . � . . . � . � � . � . . 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V J J � � a i � � � � � O � �z.� 1'-8' � � � � � � 1'-0��� 2�_4„ � 1'-2° � 1'-10° � 1' 3'-6° 1'-0" 4' 3'-0° 6° ~ � � � �..� � , �� � s.� � / i� 12.1 STAM P i � _ � ' � ;�J � �� �.s t.s ^; �� ' 11° � � , �; 1 -10 �.s � �, , 1 � � ` � � 222 0� 1.11 ,� 1.11 1.11 , �� ,� � � � 1�9 1.9 _ 1.9 1.9 1.9 1.9 1.9 i � �i � 222 6.1 0 6.1 / � � �S G ��i�T - -,-i i-,-� ) �., � i -,-i- i i-.-i-'� �;'�� ,-,-T I ;i- i-,- n.1 ��� _ � �•�Ti-,-i i ; , i-i"- � 1.11 �' .{C?�$$� ��3 � � � �'�_1_�1_��� 1.11 1.9 1.9 Y .._.�_..�_.. - � �Ww �W+ i : i i i i i 0.12 V i i i i i i i i i I _i 1 1.11 �!�_ _i 1-L��L...� /I L L r�1/L-//1/L1/L_/�.L/�/ �� 6.1 �°`���� � � �`�i i i i i i i i i i _ _ � 22.1 �� .... � � . � . . � . � . . . . . . � ✓-.L_.L1-L�1-L1-G-/� � . . . � . . . . . . . -� . � � � . . . . . . � � � . . 1.12 ' - _ _ 1.11 i - - ( 1.11 \� 1. 2 " ���d?�4�G�� � o 0 0 0 � J o o � _ � � � � � � � � - � - � �r M �' 0.12 CV � M M - � M M - N \�� ... N M ISSUES / REVISIONS � � N � � � r \ � � __,_..------ - � r' 8I6/�7 PERMIT SET � : 8/13I07 COMMENTS � � ,� 5'-2° 3, 3'-6° 5'-0" 1'-7° 18° �_�, 6�� `� ELEVATION - ROOM #443 PROPOSED ELEVATJON - ROOM #443 PROP�SED ELEVATION - R�OM #443 PROP�SED ELEVATION - ROOM #443 PROPC�SED � 1/2° = 1'-0° RE: A5.1 � 1/2" = 1'-0,� RE: A5.1 � 1/2" = 1'-0" RE: A5.1 � 1/2" = 1'-0° RE: A5.1 � SHEET TITLE i � ENLARGED PLAN � _ SHEET NUMBER _ j I - ■ . _ _ . _ _ . _ _ �:� � .� PROJECT #0705 ., _ COPYRIGHT BY J G JOHNSON ARCHITECTS P.C. JGJA. , � ) _ ALL DRAWN AND WRITTEN # INFORMATION APPEARING HEREIN SHALL NOT BE S HEDULE MECHANICAL GENERAL NOTES PIPING INSULATION C Moo�F�EO,DUPLICATED, M EC H AN I CA L LE G E N D o�SC�osEO�USED FOR MIN. INSULATION THICKNESS IN. FOR PIPE SIZES � � ANOTHER PROJECT,OR _�- 1. BASE BUILDING SPECIFICATIONS DRAWWGS AND LATEST REVISION ON CONTRACT DOCUMENTS FOR 31. CHECK VERIFY AND MAKE OPERABLE ALL CONTROL WORK FOR ALL SYSTEMS ASSOCIATED WITH ARI Y U ED ON THESE DRAWINGS , ,� , , PIPING SYSTEM TYPE „ „ „ „ „ (NOT ALL SYMBOLS SHOWN ARE NECESS L S ) MECHANICAL WORK SHALL APPLY TO THESE DRAWINGS. THE PROJECT. < UP TO 1Y 2 � - 4° 5 - 6 OTHERWISE USED WITHOUT � THE WRITTEN CONSENT AND DOMESTIC COLD WATER. � 0.5 0.5 1 1 AIR DEVICES DUCTWORK AND ACCESSORIES INDEMNIFICATION OF,IG,JA. 2. ALL SUPPLY RETURN AND OUTSIDE AIR DUCTWORK SHALL BE INSULATED. ALL SUPPLY AIR AND 32 ALL BIDS SHALL WCLUDE ALL COSTS ASSOCIATED WITH THE PURCHASE AND DELIVERY OF � ' T I IN TIME T0 MEET ALL DEADLINES. REPORT PRIOR TO BID ANY DOMESTIC CHILLED WATER. ° OUTSIDE AIR INTAKE DUCTWORK SHALL BE VAPOR TIGHT. ALL RECTANGULAR DUCTWORK SHALL EQUIPMEN TO THE JOB S TE , , 0.5 N/A N/A N/A DOUBLE SINGLE >� DELIVERY PROBLEMS WHICH MIGHT PREVENT TIMELY COMPLETION OF THIS PROJECT. LINE LINE DESCRIPTION BE GALVANIZED SHEET METAL, INTERNALLY LINED WITH 1 THICK, 2.0 LB/CU FT DENSITY DUCT DOMESTIC HOT WATER: SUPPLY, SYMBOL DESCRIPTION „ „ 1 1 1 1.5 SYMBOL SYMBOL LINER EQUAL TO MANVILLE LINACOUSTIC . ALL ROUND DUCTWORK SHALL BE WRAPPED WITH 33. ALL FIRE DAMPERS, BALANCING DAMPERS, VALVES, EQUIPMENT AND CONTROLS SHALL BE RECIRCULATED AND TEMPERED WATER. 1-1 2" THICK 1.0 LB CU FT DENSITY DUCT WRAP E UAL TO MANVILLE "MICROLITE." ALL WRAP i � . � Q ACCESSIBLE. MECHANICAL CONTRACTOR SHALL PROVIDE ACCESS PANELS AS REQUIRED JO SANITARY WASTE PIPING EXPOSED „ „ � - INSULATION SEAMS AND JOINTS SHALL BE SEALED WITH VAPOR-TIGHT FOIL-SCRIM-KRAFT TAPE. 1.5 1.5 2 2 EXISTING 15 X 15 PERFORATED FACE SUPPLY AIR DIFFUSER WHICH FACILITATE MAINTENANCE, REPAIR AND ADJUSTMENT OF ANY CONCEALED EQUIPMENT, DAMPERS, TO OUTDOOR AMBIENT TEMPERATURES. �� EXISTING DUCTWORK TO REMAIN. ALL SUPPLY AIR AND OUTSIDE AIR DUCTWORK LOCATED WITHIN BUILDING SHALL BE INSULATED - F-� SHALL BE REMOVED OR RELOCATED AND REUSED IN ANY LOCATION � VALVES, CONTROLS, ETC. COORDINATE LOCATIONS OF REQUIRED ACCESS PANELS WITH HVAC CHILLED WATER SUPPLY AND RETURN. `^' �� �� WITH A MINIMUM OF R-5 INSULATION. ALL SUPPLY AIR AND RETURN AIR DUCTWORK LOCATED ARCHITECT. 1 1.5 1.5 2 I�i�I MARKED R (PER DIFFUSER SCHEDULE� OR AS SHOWN BY ARROW. OUTSIDE THE BUILDING ENVELOPE SHALL BE INSULATED WITH 'A MINIMUM OF R-8 INSULATION. N WAT R SUPPLY AND ��� CAP OFF EXISTING DUCT TAP AND REMOVE UNUSED RUN-OUT ~----� EXISTING DUCTWORK WHICH SHALL BE REMOVED OR CONDE SER E � 1.5 1.5 2 � � 34. HA E SEA ED AIR TIGHT. SEAL ALL � -� RELOCATED AND REUSED WHERE POSSIBLE. 3.' ALL DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. ALL DUCTWORK (HIGH PRESSURE AND LOW PRESSURE) S LL B L DUCTWORK ASSOCIATED WITH REMOVED DIFFUSER AS REQUIRED. DUCTWORK, JOINTS AND SEAMS WITH MASTIC NON-HARDENING DUCT SEALER. � � SPACE HEATWG WATER SUPPLY AND RETURN. 1 2 2 2 NEW 24" X 24" PERFORATED FACE SUPPLY AIR DIFFUSER WITH NEW OR RELOCATED DUCTWORK OF SIZE SHOWN, OF ; 4. PROVIDE SPIN-IN FITTINGS WITH BUTTERFLY DAMPERS FOR ALL ROUND SUPPLY RUN-OUT DUCTS �• �• 35. ALL 24 x 24 CEILWG SUPPLY AIR DIFFUSERS SHALL BE ADJUSTED OR PROVIDED FOR 4-WAY COOLWG TOWER WATER PIPING EXPOSED 4-WAY THROW AND NECK SIZE AS REQUIRED BY DIFFUSER (�--� EQUIVALENT FREE AREA, OR AS OTHERWISE INDICATED. TO DIFFUSERS AND ALL ROUND RETURN/EXHAUST RUN-OUT DUCTS TO RETURN/EXHAUST THROW EXCEPT AS OTHERWISE INDICATED BY DIRECTIONAL ARROWS ON DRAWING. 2 2 2 2 �N� THI H T. TITUS MODEL PCS OR E UAL . � SIZE SHOWN OR INDICATED IS MINIMUM REQUIRED. GRILLES. ANY DIFFUSERS OR GRILLES INSTALLED WHERE SAID BUTTERFLY DAMPERS WOULD BE TO OUTDOOR AMBIENT TEMPERATURES. � SCHEDULE ON S S EE ( Q � INACCESSIBLE SHALL BE PROVIDED WITH INTEGRAL BALANCING DAMPERS. 36, �� �� REFRIGERANT SUCTION AND HOT GAS LINES. � � � � PROVIDE FRAME FOR SURFACE MOUNTING IN GYPBOARD CEILING PROVIDE AND INSTALL U.L LISTED, TYPE B FIRE DAMPERS AT ALL PENETRATIONS IN FIRE WHERE REQUIRED. � �-�-� EXISTING DUCT TRANSITION. 5. SUBMIT OPERATING AND MAINTENANCE BROCHURES FOR ALL EQUIPMENT INSTALLED UNDER THIS RATED WALLS AS REQUIRED. PROVIDE COMBINATION FIRE/SMOKE DAMPERS AS SHOWN ON RETURN BELOW 55' F. DRAWINGS, CLASS II FOR VELOCITIES UP TO 1,500 FPM, CLASS I FOR VELOCIIIES ABOVE 1,500 CONTRACT. F�, EXISTING 15" X 15" EXHAUST RETURN AIR GRILLE WHICH FPM. FIRE/SMOKE DAMPERS SHALL BE DYNAMIC RATED. PROVIDE INSTALLAl10N INSTRUCTIONS I i�I SHALL BE REMOVED OR RELOCATED TO ANY LOCATION MARKED "R". NEW DUCT TRANSITION. 6. SUBMIT COMPLETE AS-BUILT DRAWWGS FOR EACH FLOOR AREA ON ELECTRONIC FILES W FOR FIRE/SMOKE DAMPERS T0 FIELD INSPECTOR AT TIME OF INSPECTION. NOTES �_� � � AUTOCAD VERSION 2004. � 1. ALL PIPING SYSTEMS LISTED ABOVE SHALL BE INSULATED WITH INSULATION THICKNESS AS INDICATED. NEW 24" X 24" PERFORATED FACE EXHAUST AIR GRILLE. (TITUS 7. CONTRACTOR SHALL BE HELD RESPONSIBL F RIFI ATI N OF XISTIN JOB CONDI110NS 37. MECHANICAL CONTRACTOR SHALL INSTALL DUCT SMOKE DETECTORS IN MAIN SUPPLY AIR DUCT (N� E OR VE C 0 E G � MODEL PXP OR EQUAL). PROVIDE FRAME FOR SURFACE MOUNTING IN PRIOR TO BID. NO ADDITIONAL COSTS SHALL BE AWARDED TO THE SUCCESSFUL CONTRACTOR ALL MECHANICAL AIR-MOVWG SYSTEMS WHERE REQUIRED BY CODE OR LOCAL AUTHORITIES. OF 2. FOR ANY PIPING NOT NOTED ABOVE TO BE EXPOSED TO OUTDOOR AMBIENT TEMPERATURES, NEW HIGH PRESSURE CONICAL TAP. i OR HIS SUBCONTRACTORS, AFTER BIDS HAVE BEEN SUBMITTED AND CONTRACTS AWARDED, FOR (DETECTORS SHALL BE FURNISHED, CONNECTED TO FIRE ALARM SYSTEM (WHERE APPLICABLE), INCREASE INSULATION THICKNESS BY 0.5 INCHES WHEN INSTALLED IN SUCH EXPOSED LOCATIONS. GYPBOARD CEILING WHERE REQUIRED. � FAILURE TO VERIFY EXISTING JOB CONDITIONS. DISCREPANCIES BETWEEN ACTUAL FIELD AND HARD-WIRED TO FAN UNIT (FOR AUTOMATIC SHUTDOWN) BY ELECTRICAL/FIRE ALARM 3. ALL INSULATED PIPING EXPOSED TO WEATHER SHALL BE PROTECTED WITH WEATHER-PROOF ALUMINUM NEW 24" X 24" PERFORATED FACE RETURN AIR GRILLE. (TITUS � CONDITIONS AND CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR CONTRACTOR.) JACKET. �N) MODEL PXP OR EQUAL). PROVIDE FRAME FOR SURFACE MOUNTING (N SPIN-IN FITTING WITH BUTTERFLY DAMPER. (REQUIRED ALTERNATIVE METHODS OF INSTALLATION THREE 3 DAYS MINIMUM PRIOR TO BIDDING THIS JOB. � GYPBOARD CEILING WHERE RE4UIRED. FOR ALL NEW AND EXISTING RUN-OUTS TO DIFFUSERS. � � 38. ALL HVAC UNITS AND OTHER MECHANICAL EQUIPMENT SHALL BE FIELD LABELED WITH UNIT � PROVIDE NEW WHERE NOT EXISTING.) � 8. ANY CONFLICTS DISCOVERED AFTER WORK HAS STARTED, NOT PREVIOUSLY BEWG APPARENT AND NUMBER AND AREA SERVED. N OT E TO G.C. C. M ., M E C H. S U B C 0 N T RACTO R� �T� EXISTING THERMOSTAT WHICH SHALL BE RELOCATED AS SHOWN '� NECESSITATING REVISIONS TO CONTRACT DOCUMENTS, SHALL BE BROUGHT TO THE ATTENTION OF 39. COORDINATE ACTUAL LOCATION OF PLUMBING FIXTURES AND ROUGH-INS WITH ARCHITECTURAL `-' OR TO ANY LOCATION MARKED "R". �^ � THE ENGINEER FOR REVIEW AND APPROVAL OF ALTERNATIVE METHODS OF INSTALLATION. • I EXISTING MANUAL DAMPER. '� V J DRAWINGS BEFORE BEGINNWG WORK. AND TEST � BALANCE SUBCONTRACTOR. O�N� NEW THERMOSTAT TO MATCH EXISTING BUILDING STANDARD. � - 9. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR OBTAINING BUILDWG DEPARTMENT PERMIT FOR 40, pROVIDE ISOLATION VALVES AT ALL PLUMBWG FIXTURES REQUIRING HOT AND/OR COLD WATER. MECHANICAL SUBCONTRACTOR SHALL INFORM TEST & BALANCE SUBCONTRACTOR OF THE � HIS POR110N OF WORK PRIOR TO THE START OF CONSTRUCTION. FOLLOWING REQUIREMENTS: GENERAL CONTRACTOR CONSTRUCTION MANAGER SHALL ACCEPT FLEXIBLE DUCT. � 41. ALL DOMESTIC HOT AND COLD WATER PIPING ABOVE GRADE SHALL BE TYPE L COPPER WITH BIDS FROM TEST & BALANCE COMPANIES TO PERFORM TEST & BALANCE SCOPE OF WORK AS GENERAL � � O � � 10. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. 95/5 SOLDERED FITI1NGS. TYPE K SOFT COPPER SHALL BE USED BELOW GRADE. INDICATED ON THE CONTRACT DOCUMENTS. GENERAL CONTRACTOR/CONSTRUCTION MANAGER O .� � 11. SUBMIT CUTS AND BROCHURES ON ANY EQUIPMENT FURNISHED UNDER THIS CONTRACT FOR SHALL CONTRACT DIRECItY WITH THE SUCCESSFUL BIDDING TEST & BALANCE CONTRACTOR. � POINT OF CONNECTION (P.O.C.) � � L ENGINEER'S REVIEW. 42. ALL INTERIOR ABOVE-GRADE WASTE, VENT AND STORM DRAIN PIPING SHALL BE CAST IRON WITH TEST & BALANCE WORK SHALL NOT BE BID THROUGN THE MECHANICAL SUBCONTRACTOR. TEST � EXISTING FIRE/SMOKE DAMPER TO REMAIN. � � NO-HUB FITIINGS, NEOPRENE GASKETS, AND 300 SERIES STAINLESS STEEL CLAMPS. ALL & BALANCE SUBCONTRACTOR SHALL SUBMIT BIDS DIRECTLY T0 THE GENERAL � � �--�--� � � r 12. MECHANICAL CONTRACTOR SHALL CONTACT THE ENGINEER 48 HOURS PRIOR TO SUBSTANTIAL INTERIOR BELOW-GRADE WASTE, VENT AND STORM DRAIN PIPING SHALL BE SERVICE WEIGHT CONTRACTOR/CONSTRUCTION MANAGER. '�I p � � �^ � � COMPLETION OF CONSTRUCTION OR INSTALLAl10N OF CEILING TILE, TO SCHEDULE A FINAL PUNCH CAST IRON, HUB-AND-SPIGOT TYPE, WITH NEOPRENE COMPRESSION GASKETS. ALL HORIZONTAL �'�y W V J ^� LIST WALK-THROUGH. WASTE, VENT, AND STORM DRAIN PIPING SHALL BE SLOPED AT A MINIMUM OF 1/8'� PER FooT T E ST & BA LA N C E R E Q U I R E M E N TS XXX XXX XXX (N� (N� �SMOKE DAMPER. W W NEW FULL DUCT SIZE FIRE OR AS OTHERWISE REQUIRED BY CODE. PIPWG INSTALLED BELOW GRADE SHALL BE COATED. t aROVi�E acCESS PaNE�_ � � 13- USE OF FLEXIBLE INSULATED DUCTWORK SHALL NOT EXCEED 6'-0" IN LENCTH FOR cot�NEC�t�C INSULATE ROOF DRAIN PIPWG ABOVE GRADE IN SAME MANNER A5 SPECIFIED FOR DOME5l1C /EXHAUST/RETURN CFM � � � SUPPLY �---�-� � ANY INDIVIDUAL SUPPLY DIFFUSER OR RETURN GRILLE. 10' W.G. RATED POSITIVE STAl1C L ALL SYSTEMS SHALL BE TESTED AND BALANCED BY AN INDEPENDENT, APPROVED, TEST AND C� � HOT AND COLD WATER PIPING, WITH THICKNESS IN ACCORDANCE WITH PIPING INSULATION I � PRESSURE AND 0.5" W.G. RATED NEGATIVE STATIC PRESSURE. CONNECTIONS TO EXHAUST BALANCE COMPANY. COMPLY WITH BASE BUILDING SPECIFICATIONS. SUBMIT SIX (6) COMPLETE � (� ) SCHEDULE, AND PROVIDE JACKET WITH VAPOR BARRIER. REPORTS FOR REVIEW BY ENGINEER. �"� -1••+ L- GRILLES SHALL BE MADE WITH RIGID DUCTWORK ONLY. W � � „ 43. ALL HEATWG CHILLED AND CONDENSER WATER PIPING 2 AND SMALLER SHALL BE TYPE L 2. VERIFY AND SUBMIT VERIFICATION FOR EACH ZONE FUL� COOLING, MINIMUM COOLING � EXISTING FIRE DAMPER TO REMAIN. - 14. ALL LOW PRESSURE/LOW VELOCITY (2 W.G. S.P. OR LESS) FLEXIBLE DUCTWORK SHALL BE AND FULL HEATING CAPACITY AS REQUIRED. SUBMIT AIR QUANTIIIES AT MINIMUM DESIGN � �� � EQUAL TO FLEXMASTER TYPE 3M WITH 1-1 2 THICK INSULAl10N WITH ALUMINIZED INNER AND COPPER WITH SOLDERED FITTINGS. 2-1/2° AND LARGER SHALL BE SCHEDULE 40 WELDED � O � �r BLACK STEEL STATIC PRESSURES AND ENTERING AND LEAVWG TEMPERATURES FOR COOLING AND HEATING ( OUTER JACKET. MODES. MAXIMUM DESIGN COOLING CFM IS WHAT IS SHOWN ON DRAWINGS AT ALTITUDE � � U „ „ 44. ALL REFRIGERANT PIPING SHALL BE TYPE K HARD DRAWN COPPER TUBING WITN WROUGHT CONDITIONS. �N� Q�N� �I ^ 15• ALL HIGH PRESSURE/HIGH VELOCITY (2 -6 W.G. S.P. MAX.) FLEXIBLE DUCTWORK, WHERE NEW FULL DUCT SIZE FIRE DAMPER. Q _ g COPPER SILVER SOLDERED FITTINGS AND COUPLINGS OR TYPE L COPPER, REFRIGERANT GRADE, 1 ALLOWED BY CODE, SHALL BE EQUAL TO FLEXMASTER TYPE TL-M WITH 1-1/2" THICK COLOR CODED AND MARKED ACR. SOFT-ANNEALED COPPER IUBING MAY BE USED IN SIZES UP 3. MINIMUM COOLING CFM FOR VAV ZONES SHALL BE SET AT 15% OF MAXIMUM (DESIGN) �� PROVIDE ACCESS PANEL AND LABEL O •� INSULATION, ALUMINIZED OUTER JACKET AND FLEXIBLE ALUMINUM DUCTWORK ON INSIDE. LENGTH �� CFM. '� � CCS TO 1-3/8 , AND, WHEN USED, SHALL BE ENC�OSED IN IRON OR STEEL PIPING OR IN CONDUIT, I � OF CONNECTION SHALL NOT EXCEED 6'-0". �IOLDWG OR RACEWAY WHICH WILL PROTECT SAID TUBING AGAINST DAMAGE. INSULATE ALL NEW 4. HEATING CFM FOR PARALLEL FAN-POWERED VAV TERMINALS SHALL BE SET AT 75% OF � M a AND EXISTING REFRIGERANT SUCTION AND HOT GAS PIPING IN SAME MANNER AS SPECIFIED FOR MAXIMUM COOLING PRIMARY AIR CFM SETTING. FAN CFM FOR SERIES FAN-POWERED VAV NEW DUCT CAP. � 16. FINAL CONNECTION OF FLEXIBLE DUCTWORK TO RUN-OUT DUCTS AND TO CEILING DIFFUSERS � � �] �-� � SHALL BE MADE WITH 0.5" WIDE, POSITIVE-LOCKING STEEL STRAPS. DOMESTIC HOT AND COLD WATER PIPING, WITH THICKNESS IN ACCORDANCE WITH PIPING TERMINALS SHALL BE SET AT 100� OF MAXIMUM PRIMARY AIR CFM SETTING. INSULATION SCHEDULE. PROVIDE JACKET WITH VAPOR BARRIER FOR SUCTION LINES. O 17• CHECK, VERIFY AND MAKE OPERABLE ALL EQUIPMENT TO COMPLY WITH MANUFACTURER'S 45. ALL CONDENSATE DRAW PIPING SHALL BE TYPE M COPPER. 5. ALL SUPPLY AIR DIFFUSERS AND EXHAUST REGISTERS SHALL BE BALANCED TO CFM PLUMBING PIPING & CO PONENTS SPECIFICATIONS. SHOWN ON PLANS. J 46. PROVIDE DIELECTRIC COUPLINGS AT ALL CONNECTIONS BETWEEN DISSIMILAR METALS. 6. PROVIDE TEST AND BALANCE AND START-UP REPORT FOR ALL HVAC UNITS, AUX. AIR SYMBOL DESCRIPTION 18. ALL MATERIALS INSTALLED IN CEILING RETURN AIR PLENUM SHALL BE U.L CLASS 1 RATED WITH CONDITIONING SYSTEMS, AND EXHAUST FANS. REPORT SHALL INCLUDE ALL NAMEPLATE MAX. RATING OF 25 FLAME/50 SMOKE. 47. INSULATE ALL DOMESTIC HOT AND COLD WATER PIPING WITH FIBERGLASS HEAVY DENSITY PIPE DATA, DESIGN DATA, MEASURED MOTOR AMP DRAW, VOLTAGE, CFM, SUCTION AND DISCHARGE -- -- SANITARY WASTE ABOVE FLOOR OR GRADE � I N S U L A T I O N W I T H F I R E R E S I S T A N T J A C K E T A N D S E L F S E A L I N G L A P. I N S U L A I I O N T H I C K N E S S S TA T I C P R E S S U R E S, A N D S U C T I O N A N D D I S C H A R G E D R Y B U L B A N D W E T B U L B T E M P E R A T U R E S. W 19. ALL DUCTWORK SHALL BE MINIMUM 26 GAUGE SHEET METAL UNLESS OTHERWISE INDICATED. SHALL BE IN ACCORDANCE WITN PIPING INSULATION SCHEDULE INSULATE FITTINGS AND VALVE _ � REFER TO SMACNA GUIDE FOR REQUIRED GAUGES AND REINFORCEMENT REQUIREMENTS. BODIES WITH MITERED SEC110N FOR PIPE INSULATION OR WITH CEMENT TO A THICKNESS EQUAL 7. CHECK AND VERIFY ACTIVATION OF ELECTRIC, GAS OR HOT WATER HEAT, AND SUBMIT CFM --W - S A N I T A R Y W A S T E B E L OW F LOOR OR GRAD E TO ADJOINWG PIPE INSULATION. FINISH FITTINGS AND VALVE BODIES WITH CANVAS AND SEIZE AND DELTA-T'S AS REQUIRED. CHINS- CHILLED WATER SUPPLY PIPING 20. ALL ELBOWS OF RECTANGULAR DUCTWORK EXCEEDING 45 DEGREES SHALL HAVE DOUBLE WITH LAGGING ADHESIVE. FLANGES AND UNIONS SHALL NOT BE COVERED. COVERING SHALL BE THICKNESS TURNING "ANES OR SHALL BE LONG RADIUS TYPE. ALL ELBOWS OF ROUND NEATLY TERMWATED ON EACH END OF SCREWED UNIONS WITH INSULATING CEMENT. 8. MINIMUM OUTSIDE AIR CFM FOR ROOFTOP HVAC UNITS AND OTHER AIR HANDLING UNITS - -CHWR- CHILLED WATER RETURN PIPING DUCTWORK SHALL BE LONG RADIUS TYPE. SHALL t3E SET AS SCHEDULED. 48. INSULATE ALL HEATING, CHILLED AND CONDENSER WATER PIPING IN SAME MANNER AS SPECIFIED HWS HEATING WATER SUPPLY PIPING 21. COORDINATE ALL WORK WITH OTHER TRADES AND STRUCTURE. FCR DOMESTI� HOT AND COLD WATER PIPING, WITH THICKNESS W ACCORDANCE WITH PIPING 9. TEST AND RECORD PRIMARY AIR DRY BULB AND WET BULB TEMPERATI.�RES AND AMBIENT !NSULATION SCHEDULE. PROVIDE JACKET WITH VAPOR BARRIER FOR CHILLED WATER PIPWG. AIR DRY BULB AND WET BULB TEMPERATURES AT THE 11ME TESTWG IS BEING PERFORMED. -- -HWR- - HEATING WATER RETURN PIPING 22. FIELD ROUTE ALL DUCTWORK AND PIPING, AS R��UIRED, TO AVOIC CONFLICTS WITH STRUCTURE, ----- ----- FL�CTRICAL CONDUITS, LIGHTS ETC. RUN ALL`DUCTWORK AND �lPWG AS HIGH AS POSSIBLE 49. ALL INTERIOR A�OVE-GRADE GAS PIPING 2" AND SMALLER SHALL BE SCHEDULE 40 BLACK 1(1 CHECK AND CALIf3RATE ALL THERMOSTATS. PROVIDE NOTIFICATION OF A��Y MALFUNCTIONING V VENT AND SUSPEND FROM STRUCTURE ABOVE. STEEL PIPE N11TH 150 PSI O.W.G. BLACK BANDED MALLEABLE IRON SCREWED FITTINGS_ ALL 7HERMOSTAiS TO T��E MECHANICAL SUBCONTRACTOR, WHO SHALL REPAIR OR REPLACE - - DOMESTIC COLD WATER (CW) INTERIOR ABOVE-GRADE GAS PIPING 2-1/2'� AND LARGER, AND ALL BELOW-GRADE INTERIOR THERMOSTATS HS REQUIRED. 23. THE MECHANICAL DRAWWGS ARE DIAGRAMMATIC IN CHARACTER AND D0 NOT NECESSARILY GAS PIPING (ALL SIZES), SHALL BE WELDED SCHEDULE'40 BLACK STEEL. ALL BELOW-GRADE HEATWG MODE - SET AND LOCK AT 72'F T-R + - 2'F. --- --- DOMESTIC HOT WATER (HW� INDICATE EVERY REQUIRED OFFSET, VALVE, FITTING, ETC. FIELD VERIFY ALL MEASUREMENTS INTERIOR BLACK STEEL GAS PIPING SHALL BE COATED. ALL BELOW-GRADE GAS PIPING OUTSIDE COOLING MODE - SET AND LOCK AT 75'F T-R +/- 2'F. PRIOR T0 ORDERING ANY EQUIPMENT, DUCTWORK, PIPING, ETC. OF BUILDING SHALL BE SCHEDULE 80 CPVC PIPING AND FITTINGS. ALL GAS PIPINGJNSTALLED � --' HOT WATER CIRCULATING (HWC) ON ROOF SHALL BE SUPPORTED AT A MINIMUM OF EVERY 6 FEET, WITH 6" MIN. CLEARANCE 11. APPROVED TEST AND BALANCE COMPANIES: 24. PROVIDE ALL TRANSITIONS REQUIRED FOR INSTALLING DUCTWORK PER DRAWINGS AND AS G REQUIRED TO AVOID OBSTRUCTIONS. ALL TRANSITIONS SHALL MAINTAIN MINIMUM OF EQUIVALENT FROM ROOF, EXCEPT WHERE GOVERNED BY MORE STRINGENT LOCAL CODES OR SPECIFICAl10NS. ONLY THOSE TEST AND BALANCE COMPANIES NATURAL GA5 FREE AREA OF DUCTWORK TO WHICH THEY ARE ATTACHED. ALL VISIBLE GAS PIPWG SHALL BE LABELED WITH PRESSURE AT 6'-0' ON CENTERS. ALL WHICH OBTAIN PRIOR APPROVAL IN WRITING, FROM THE ENGWEER, WCO I PIPING EXPOSED TO WEATHER SHALL BE PAINTED. SHALL BE ALLOWED TO SUBMIT A BID ON THIS PROJECT. � WALL CLEAN-OUT 25. DRAWINGS ARE NOT TO BE SCALED. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD. FCO FLOOR CLEAN-OUT 50. ALL EQUIPMENT AND FIXTURES WHICH ARE CONNECTED TO A POTABLE WATER SUPPLY SHALL BE O INSTALLED IN SUCH A MANNER AS TO ELIMINATE THE POSSIBILITY OF ANY PHYSICAL OR 12• TEST AND BALANCE REPORTS SHALL BE TYPEWRITTEN OR COMPUTER PRINTER GENERATED. 26. CONTRACTOR SHALL REVIEW ELECTRICAL POWER REQUIREMENTS FOR ALL MECHANICAL EQUIPMENT 0 FD FLOOR DRAW PRIOR TO ORDERING. SUBMIT ONE COPY OF EQUIPMENT SUBMITTALS TO ELECTRICAL POTENTIAL CROSS-CONNECTION. VACUUM BREAKERS SHALL BE PROVIDED FOR ALL SUBMERGED/ENCLOSED OUTLETS, DISH MACHINE LINES, HOSE CONNECTIONS, ETC. VACUUM 13. TEST AND BALANCE PERSONNEL SHALL INFORM OUR OFFICE, TWO (2) DAYS I� ADVANCE, CONTRACTOR FOR-COORDINATION. - OF TIME OF TESTING AND BALANCWG OF THE SYSTEM. AT TNE TIME OF TESTING AND '❑� FS FLOOR SINK BREAKERS SHALL BE INSTALLED A MINIMUM OF 6" ABOVE THE OVERFLOW RIM AND LOCATED ON BALANCING, A REPRESENTATIVE OF OUR OFFICE WILL DO A FIELD OBSERVATION OF THE a 27. MECHANICAL CONTRACTOR SHALL FURNISH STARTERS FOR ALL THREE -PHASE MECHANICAL THE DISCHARGE SIDE OF THE LAST VALVE ON THE EQUIPMENT. APPROVED BACKFLOW MECHANICAL PORTION JF THIS JOB. C� BALL VALVE EQUIPMENT (EXCEPT FOR STARTERS THAT ARE SHOWN TO 3E PROVIDED IN MOTOR CONTROL PREVENTION DEVICES SHALL BE WSTALLED ON ALL CONIINUOUS PRESSURE LINES SUPPLYING � � CENTERS). STARTERS SHALL HAVE THREE-LEG CLASS 10 TRIP-FREE OVERLOAD PROTECTION, EQUIPMENT SUCH AS SODA CARBONATORS, ICE MACHINES, ETC. V � WITH MANUAL RESET, AND SHALL BE NEMA RATED: STARTERS SHALL BE INSTALLED BY F I R E P R OT E CT I O N N OT E S � GATE VALVE nnD ELECTRICAL CONTRACTOR EXCEPT WHERE SUPPLIED INTEGRAL WITH MECHANICAL EQUIPMENT. 5L ALL FLOOR DRAINS AND FLOOR SINKS SHALL BE FLUSH-MOUNTED, PROPERLY SEALED; AND INC. EASILY ACCESSIBLE FOR CLEANWG AND MAINTENANCE. � CONDENSATE DRAIN MECHANICAL CONTRACTOR SHALL PROVIDE SAFETY DISCONNECT SWITCHES FOR ALL MECHANICAL 1. GENERAL CONTRACTOR SHALL SOLICIT BIDS FROM QUALIFIED FIRE PROTECTION CONTRACTORS HADJIANDASSOCIATES EQUIPMENT WHERE NOT SPECIFICALLY INDICATED ON PLANS TO BE PROVIDED BY ELECTRICAL FOR DESIGN AND INSTALLATION OF AN APPROVED FIRE SPRINKLER SYSTEM WHICH SHALL CONSUITINGENGINEERS CONTRACTOR. 52. ALL WATER LINES, WASTE AND VENT LINES, ETC. SHALL BE CONCEALED WITHIN THE WALL, COMPLY WITH NFPA 13 AND ALL APPLICABLE CODES AND ALL REQUIREMENTS OF AUTHORITIES BELOW FLOOR, OR ABOVE CEILWG SURFACES. FIRE PROTECTION SPRINKLER LEGEND 1825 Lawrence Street,Suite 200 HAVING JURISDICTION. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING Denver,Colorado 80202 28, ALL PIPING, VALVES, CONTROLS AND EQUIPMENT SHALL BE IDETJTIFIED. ALL PIPING AND ALL PIPING SHALL BE PROPERLY SUPPORTED WITH PROVISIONS FOR HORIZONTAL BRACING AND MATERIALS RE4�IRED AND METHODS OF INSTALLATION. SYMBOL DESCRIPTION EQUIPMENT SHALL BE IDENTIFIED WITH LETTERS MINIMUM 2" HIGH AND 6° LONG FLOW ARROWS. 53. � Phone: 303 293 3800 EXPANSION/CONIRACTION AS REQUIRED. FOR INSULATED PIPING, AT EACH SUPPORT LOCATION, 2. FIRE PROTECTION CONTRACTOR SHALL COORDINATE LOCAl10N OF ALL PIPING WITH STRUCTURE, O EXISTING SPRINKLER HEAD TO REMAIN. Fax: 303-293-3884 PROVIDE SHEET METAL SHIELDS FOR PIPING 2" AND SMALLER (EXCEPT WHERE REQUIRED TO BE LIGHT FIXTURES, DIFFUSERS, RETURN AIR GRILLES, CEILING HEIGHTS AND CONFIGURATIONS, AND E-maiL• Hadji@HadjiEngr.com 29. MECHANICAL CONTRACTOR SHALL EMPLOY THE SERVICES OF A QUALIFIED TEMPERATURE CLAMPED) AND CALCIUM SILICATE THERMAL INSERTS WITH SHEET METAL SHIELDS FOR PIPING ALL EQUIPMENT RELATED TO OTHER TRADES. CONTRACTOR SHALL PROVIDE PROPER PIPE SIZING Hadji Job No: 06082.06 CONTROLS CONTRACTOR FOR INSTALLATION OF ALL CONTROLS WORK. SUBMIT CONTRACTOR'S LARGER THAN 2" AND FOR ALL SIZES OF INSULATED PIPING REQUIRED TO BE CLAMPED. AND ROUTWG AS REQUIRED TO COMPLY WITH DESIGN CRITERIA: SPRINKLER HEAD LOCATIONS QUALIFICATIONS TO ENGINEER FOR REVIEW. SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND SHOWN FOR COORDINATION PURPOSES COPYRIGHT 2007-NADJI&A3SOCIATES,INC. . . . . . . . . . . . . . . . . . . � . � : � . � � . . � . � . . . � . .. .. � � . . � � . . . . . . � � � ihis tlocum�nf,antl't�e'Oees o 7 Cesen conceUis ncnrpo.,afcd he�c n 30. TEMPERATURE CONTROLS CONTRACTOR SHALL PROVIDE ALL WIRING ASSOCIATED WITH THE 54. SEAL ALL PIPING PENEIRATIONS THROUGH FIRE-RATED WALLS WITH U.L APPROVED ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDWG FULC SPRINKLER COVERAGE o,����;�,�me����P,oA.s�� e �e.�a�����G�y�.,�,.hu,eo,�, part,farihtsararnorharpr� t fh tlhewr,-te���ihan�atianaf AUTOMATIC TEMPERATURE CONTROL SYSTEM, INCLUDING 120V FOR CONTROL PANELS, CONTROL FIRESTOPPING MATERIAL SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL, COMPLYING WITH ALL APPLICABLE FIRE PROTECTION CODE REQUIREMENTS. H�,,�,L:�,,�:,�,�. - INCLUDING DETAILS OF CONSTRUCTION AND PROPOSED FIRE-RATED ASSEMBLIES, MATERIALS AND VALVES, AND CONTROL DAMPERS. ELECTRICAL WIRING SHOWN ON ELECTRICAL DRAWINGS SHALL PRODUCTS USED AND VERIFICATION OF OVERALL SYSTEM COMPLIANCE. 3. FIRE PROTECTION CONTRACTOR SHALL PREPARE AND SUBMIT ALL SHOP DRAWWGS TO ALL BE PERFORMED BY ELECTRICAL CONTRACTOR. SUBMIT CONTROL DIAGRAMS TO ENGINEER FOR ' AUTHORITIES HAVING JURISDICTION, SUCH AS FIRE DEPARTMENT, BUILDING DEPARTMENT, ETC., AS ARCHITECT REVIEW. 55. ALL PIPING SYSTEMS SHALL BE TESTED AND PROVEN 11GHT PRIOR TO CONCEALMENT. THE TEST REQUIRED, FOR REVIEW AND APPROVAL. CONTRACTOR SHALL PROVIDE THE FIRE DEPARTMENT . SHALL BE WITNESSED BY OWNER'S REPRESENTATIVE. AND THE ENGINEER WITH ONE (1) SET OF DRAWINGS, HYDRAULIC CALCULATIONS AND EQUIPMENT SUBMITTALS FOR REVIEW AND APPROVAL � � Z 4. REFER TO SPECIFICATIONS FOR SPRINKLER HEAD TYPES. � � ' m ° 0 Urr, ° � � � e � m N . . . . . . . . . . � . . � � . . . � . . . . � � . . . . . . . � . . . . . . .. � . . . . � . .. . . . � . . . � . . . . . . . . � . . . � . F�'1 W � . 5. ALL SPRINKLER HEADS SHALL BE INSTALLED W CENTER OF 2' X 2' CEILING TILES OR AT ❑ � ° N � o m M QUARTER POINTS, ALONG THE CENTERLWE LENGTHWISE, OF 2' X 4' CEILING 11LES, WHERE '"'' " � ` ° ° POSSIBLE ❑ x N � o � ° H U o � � ,� Z } � ~ . . � . . . . . . . . . . � . . .. . . . . . . � � .. . � . � . . � . � . . � . - . � � . . � . . �� . . � . . . . . . . � . � � . . � . . . CrJ � � � .. . � . . . . : . . . . � .� � .� � . . � . � � . � � . . . . . . . . � . . . � . .. . � . . . . . . . . � � � . .. . . . . . � � . � . . . . . . . . . . � � r . . . 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SHEET NUMBER . � � . . . . � � .. . � � Fila Pa�h:J:1Vail Cascade Resort&S a106082Vdas[er Renavation.081Lower Lavel RerovationlLL S a 8 Rastrooms\Drewi 5�09-26-07 Combined LL LocM-0 L nd � � .. . . . . . � . . . . � . . . � �. . � � . . . ... � .. � � � . � .. . � . .. . . � . � � . : . . . . �. � . � � � . . ... . .. . . � . . � . . .. . � . .. . � . � � .� . .. . . . � � � . . . � � � � � � . .. . � . � . .. .. � . ' . . . � � � . . . .. . P P �9 ege &Nahes a6082.O8.dwg. . . . . . . . . . . . . . . . . . . . � . . . . . Pbl�eb?Ime:Noremherl{�2001-4:OBpm bymelen . . � . � . . . . . � . . � � �� � . . .. . . . . . . . . . . . . � . . . . .. . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . � . � . � � . . . � .. � . � .. � � . . .. � . . . . . . . . .. � ... . . . . . . . . .. . � � .. � � � . � ..� . . . . . � � .. . . .. . . � . . . .. .. . � . . . . � . . . � . . .. .� .� . . . . .. . . .. � .. . . . . . . .. . . . . � . � . � �. . . . � . � . .,-i �.� E �; PROJECT `#0705 � ., ; COPYRIGHT BY J G JOHNSON _ ARCHITECTS,P.C.(JGJA). � � ALL DRAWN AND WRITfEN . INFORMATION APPEARING � w HEREIN SHALL NOT BE MODIFIED,_DUPLICATED� DISCLOSED�USED FOR "1" ANOTHER PROJECT OR �� PRESS TEMP TAP' TYP T' � ��,, � � � ( � 4 OTHERWISE USED WITHOUT � I � THE WRITTEN CONSENT AND 3-WAY CONTRO� VALVE MANUAL AIR VENT � I � N INDEMNIFICATION OF JGJA. .- � � � � , (E) FCU � _ _ _ HEATING COIL :::.::...............:.... " " ......................... � I •::::::.�::::::::::::::..: I I NC :::::.�::::::::::::•:::• - r--�- H WR •::�::::�:::•:}::•:}:::��:::':• � I ::::::::•:::::•:::•::•::•::•::•:: NO � � I ......................... I I FLOWSET 100� T �------------ _ f � ----------�- �- ---T-------------------- HWR------------------� ----------------------- SHUT OFF CIRCUIT / � � HWS _ .� I SETTER. SET AT I ' GPM SCHEDULED �------------------------------�- �--� ------------------------------------ ----CHWR------------------� � CHWS ' I � �E)4 �� �� HWS T (N) (E) 1-1/4 ' � c.� ° °� <° PIPE UNION �� �� �� (AL j VALVE (Typ) ' � i ; TYP r� / r � j �; :>,� ,I �N) � j / (N)150 i:•....:� J 210 � I Q � � ......I � ,� � I F��� '� � . . . . . � . . . � � � . . � . k.� .. . . . . .. . ; EATIN COIL P I ,;- i� � ; 2,0 �N� , � �;�,�� � H G IP NG DETAIL , SCALE NONE % � � : �,` � ,. / � I � � r,--� � � --� / v ; � . � ( I � . . � . . . �. . . . . . . . .. . . . . � , � . � � L_�� . . N I . L�� . . � � � . �. . . . . . � . � � � � � - � . . � � . i . . � .. . � . . . . � . � � . .. � . . . � . . � � � . � % � . � � � . � . �� �� � � . . . � . . � . � . . i��'9 . � . . O � . � . . � � . � � . � . . i � . � . . . . . . . . . , � . . . . . . . . . . � . � . . . � . . . . �� � . . . . . . 1. . . U U S 2 .. � . j � � . . � ; � . . . . � . . � PRESS/TEMP TAP (TYP) ' , ' ' ' � ' � ( � ' � ' '� r n i ,: , I I , „� � v r ; 3-WAY CONTROL VALVE MANUAL AIR VENT ;' � . 240 I I ' l 240 (N) �'� � ` EF-1 2 ;� ;� �N) i I ��� � (N) 50 � : ! . � � � � (�"--'i . � , I � COOLING COIL �: ; I 1 � ; / `. . O � � � r---�-CHWR N� ' ------_- _- - _ -__--�__ ( 8 % � 10 --�- -- - -- - --------- - -- --- -- � - -- -- ---- I L i , � � � � � NO I % �-�� ; I I q. ,,�' „ , I..L Q (� � i��% i 1 " X 14' � I 1�' X 14 ; O � � � � �- FLOWSET 100% r ;. � � SHUT-OFF CIRCUIT H�- ,---� , I I 10» � � , r^ � � . . . � �rr:rrrrrrrrrrrrr.� � I. �I . 1 . I . . . . � . ................� . � . . . . . . .... � . � ; � . . i . I� � . � �^ i � . � � . . 1 1 ' � i SETTER. SET AT ' i i I I ��a T � � i GPM SCHEDULED I ! .... . �•:'::.:::::::.::: --------------- , ,:.�:.:.:..::..:..i.- - - -- � � 12 � � , �:::::::-•--....., -- ----�-. -�-, � � i:�.:�::�.:::..:;..� .::.:� u � � I I .(N�230 �r � � � .. , � � � �N) �. - -- ! . .,I i � ' i�.:..: ... :::::: .. ... .... . .....�. .,. . :�� i _ � $Q � � ��CHWS ( __- �;::•::.�::.•::•::'.f{•::••::;I ; / � ' N �-�--� � EF-2 � --- -------�- ---- ------- - ---- ------ i•:::::.�::.:•:.�•.�::�. : - -- ------- - - �- -- ----- --- -f,-=�`� f ( ) Lj� tn p ....... ..... ... .. . . � -- � , ��::::.�::::: �- . � � > � � ..... ..... .. . F.- ;�+ A.P. BALL VALVE PIPE UNION � ...... ......:'r ' • :+ � i � (TYP) (TYP) � 6 7 '�.... ( 3 i � N 1 10"� `� - -i--- j� ' � �.�..� .... ...:.•:. . . I � � ( ) 50 � -- _ 3 _ _� i i � " ��,+� � J V CONDENSATE ; � `�,� - � � (N)230 ,� O _ F---- - � DRIP PAN � � ( N �� �- 3�4° DRAIN TO (PROVIDED WITH UNIT) i � i � � `� ' � Ir / � O � SUITABLE RECEPTOR , , � I �---� W (Y� � g ' � --- �--._.__.�. I j 4� � �_ T r � L , � I HWS �-? �' � COOLING COIL PIPING DETAIL W CONDENSATE DRIP PAN ; �� � - - -- - � , r--- -H�- r-.� M ,,� ; � � .. O SCALE: NONE r------i---- I --rl _ ` 1-CH � � , , � � 1- - -- ---2 � i'- - t--� ��'�` j � � . � � . . . . . � � . . � . . � . . � . . . . . - . � . . . . � . . � . L___________' .� � . � ' � . � . . . � . . . � . . � � . . . ��___- _._ � � 3�4>, x . 350 N � Jl �N) � I _: �_a , � �N�l r \ � � _ _�-_ ____ �-.- _1.__ �:_.� �.� . � I ( T (N) � '`�_�____��"P - ,' ��r - �� �� OUTSIDE AIR DUCTWORK I I , 2 � � FULL SIZED ROUND . __ I I �4�� N} � f � �� <`�` � � DUCT CONNECTION i i �� ' I I 10" � � � I I / G _ � FABRICATED MIXING 1 I , / � � � ; ;���--------------- _ � I I O ) 5 � i � BOX ` I I / � �f � � � � 5 I L- -- . I i r----------------- FILTER ,_.. I FCU-1 � i i L --- -- i i --� j - _ _.._ _..._I - _ i � � '.. LECTRICAL / � _ o ! ; �N F . . . . . _ . . X . . . . . .�,.ii _ . . � � n_r..� TERMINAL BLOCK ��� i � O ; 15 PROVIDE 3 FT. , I FAN-COIL CLEARANCE �_.._. ; �(N) i `� / ' 5 VOLUME DAMPER UNIT I �f 150 �- / ' __ M_ ---- --------� ---- -- - � �,. (� O CHILLED WATER AND �� HEATING WATER ____ CONNECTIONS �M (N EBBH- __ T t.. CONDENSATE DRAIN ���b OA �.__.------...__ D�1ST � ___ �. � � - --. � .�---- ----- �' `� FLEX CONNECTOR ,� 'r..___ ' � ; ,, �. � � ;' ,; __ ', V p , , '�� r-�n � LINED PLENUM , , __�� __ (SEE PLAN FOR SIZE) � � INC. , , HADJI AND ASSOCIATES �,` �1 C.�; C) �'? (1 (� t�) CONSU�TING ENGINEERS � 1825 Lawrence Street,Suite 200 Denver,Colorado 80202 Phone: 303-293-3800 Fax: 303-293-3884 FA N C 01 L D E TA I L _ __-_--__ __ _.__.___ _ _--- __.__ E-maiL• Hadji@HadjiEngr.com Hadji Job No: 06082.06 SCALE NONE COPYRIGHT 2007-HADJI 8�ASSOCIATES,INC. � . . . � � . � .. . . � . . . � ... . . . . . . . . . . . � �. . . � . � . . . . . . . � . . . .. . . . � . . . � . . � � . � . . � . � T�isCCCUmenl.an�tneideo<ondticzlgncorcrofsinr,onoratetlhercln. � . . . . . . . . . . . . . . . . . . � " _�_..._..�., ._._.___ ._._ ---..v.___.._.._. . . . asanlnstn.mentolp�of�UO ai erv,:e.cann.cfbeused.lnwholeorin . . . . . . . . . . . . . . . . . . .. . . � ___..__,."'�. .�__ '°"'_" .. . . . � . . . . . . . . . � � � � �� . . p�h.tor}hlso�a�-rotFa�Prkci,-withcutMawr`�eno�ihonrutonof � �. � � � . . . � . �� . � . . . . . . � � � � . � � � . . . . . . . . . . . . . . . . �. . . � . . . . . . � . . � � � Ho,l}&PSSOC.c1y�,InL. � RUN-OUT DUCT SIZE SHALL BE SAME AS SIZE SPECIFIED FOR M E C H A N I CA L P LA N N ARCHITECT SUPPORT PROPERLY DIFFUSER INLET. WCREASE '� RUN-OUT DUCT SIZE BY ONE SCALE: 1/4" = 1'-0" FULL SIZE WHEN LENGTH OF RUN-OUT DUCT FROM MAW 0 1' 2' 4' 8' 16' � � ; ; ; LONG ELBOW FLEX CLASS 1 , H " DUCT CONFIGURATION SUPPLY DUCT EXCEEDS 20'-0'. ❑ U � " m °_ °' ^ � PROVIDE TRANSITION AT THE W w d ° � � m , � DIFFUSER. , ❑ � � N ° � � � � _ � � o 0 . � � . � . . . . . . � � � I . . � � � � � � . .. . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . � � ❑.. � 2 > .;.. � . . . . . .� � . � . . . � . � ; . . . �. � . . � . . � . . � . �� . . . � . . . . � . � . � . . . . . .. . . . � . . . � . . � 0 3 u. w � m A � U � MECHANICAL EQUIPMENT LIST. � o STAINLESS � _ STEEL S1RAP , MAU-1 NEW TRANE MODEL BCXC BLOWER COIL AIR HANDLER, HORIZONTAL CONFIGURATION, UNIT � z � SIZE 3-TON WITH 4-ROW COOLING COOLING COIL AND 2-ROW HEATING COIL UNIT EF-1 NEW GREENHECK MODEL BSQ-140HP-5 CENTRIFUGAL INLINE FAN WITH ACOUSTICALLY > - 4 sun�� eE cnpAe�E OF 1200 CFM, 2g.i TOTAL COO�INC MBH WITH as'F EAT, as• Ewr, LINED HOUSING AND INTEGRAL BACKDRAFT DAMPER, CAPABLE OF 1240 CFM AT 1.5" SEA O ~ 55' LWT C� 6.7 GPM WITH 3.5 FT. P.D. AND 127.1 MBH HEATING CAPACITY WITH -30' LEVEL STATIC PRESSURE. 3/4 HP, 208v/3�, 1755 RPM. 5u5NtN� rarv rHC7M "' a , ° . A !f A !f Cc EAT 180' EWT 150' LWT AT 8.8 GPM WITH 3.5 FT. P.D. STRUCTURE ABOVE USING FOUR (4) 3/8" ALL THREAD RODS AND MASON INDUSTRIES z � - TY P I C A L 2�F X Z'`F LAY-I N D I f f U S E R M E C H A N I CA L D ETA I L N O T E S. � ' TYPE 30N SPRING VIBRATION ISOLATORS SIZED FOR 1.4° STATIC DEFLECTION. PROVIDE ` � a I� UNIT ELECTRICAL: 115V/1PH/60HZ 1RANSITIONS AS NECESSARY FOR MAKING DUCT CONNECTIONS TO FAN INLET AND FAN � o I N S T A L L A T I O N D E T A I L 1 REMOVE EXISTWG EXHAUST FAN AND ASSOCIATED DUCTWORK. RETURN REMOVED FAN MOTOR: 7.2 FLA, 0.5 HP OUTLET. PROVIDE UNIT-MOUNTED DISCONNECT AND OVERCURRENT PROTECTION AS � _ O TO BUILDING ENGINEER UNLESS OTHERWISE DIRECTED. REQUIRED (BY ELECT.). APPROXIMATE WEIGHT: 140 LB. U"' SCALE: NONE UNIT SHALL INCLUDE A CONDENSATE PUMP, FILTER RACK. UNIT-MOUNTED NON-LOCKING � 2OINSTALL NEW EXHAUST FAN PER "IN-LWE EXHAUST FAN DETAIL" THIS SHEET. TYPICAL ELECTRICAL DISCONNECT, 2" THICK, 20% EFFICIENT DISPOSABLE FILTERS, EF-2 NEW GREENHECK MODEL BSQ-140-4 CENTRIFUGAL INLINE FAN WITH ACOUSTICALLY LINED HOUSING AND INTEGRAL BACKDRAFT DAMPER, CAPABLE OF 1060 CFM AT 0.5° SEA LEVEL OF 2 FANS. HEATING/COOLING THERMOSTAT, 3-WAY ELECTRIC CONTROL VALVES FOR THE CHILLED » NOTE: AND HEATING WATER, OUTSIDE AIR AND DISCHARGE AIR SENSORS. THERMOSTAT SHALL STATIC RRESSURE 1/4 HP,,115V/1�, 938 RPM. SUSPEND FAN FROM STRUCTURE S T A M P Z4 XZ4�� DIFFUSER SCHEDULE 3 REMOVE EXISTING FAN COIL UNIT AND ASSOCIATED SUPPLY AND ASSOCIATED DUCTWORK MATCH BUILDING STANDARD. SYSTEMS SHALL BE INSTALLED PER MANUFACTURER'S ABOVE USING FOUR (4) 3/8 ALL THREAD RODS AND MASON INDUSTRIES TYPE 30N L PROVIDE RIGID RUN-OUT DUCT AND FLEXIBLE O AND CONIROLS. RETURN FAN COIL UNIT TO BUILDING ENGINEER UNLESS OTHERWISE REQUIREMENTS AND RECOMMENDATIONS, MAINTAINING ALL NECESSARY SERVICE SPRING VIBRAl10N ISOLATORS SIZED FOR 1.4" STATIC DEFLECTION. PROVIDE 1RANSITIONS `��F��` DUCT CONNECTION SAME SIZE AS DIFFUSER DIRECTED. CLEARANCES. SUSPEND MAKE-UP AIR UNIT FROM STRUCTURE WITH FOUR 4 3 8" ALL AS NECESSARY FOR MAKWG DUCT CONNECTIONS TO FAN INLET AND FAN OUTLET. � �`'_ � `��'�; CFM RANGE DIFFUSER NECK SIZE NECK DIAMETER. THREAD RODS AND MASON INDUSTRIES TYPE 30N SPRING VIBRATION ISOLATORS SIZED PROVIDE UNIT-MOUNTED DISCONNECT AND OVERCURRENT PROTECTION AS REQUIRED (BY �S�E�� _ -.� �� 4 EXISTING SPRINKLER HEAD, (TYPICAL), SHOWN FOR COORDINATIQN PURPOSES ONLY. FOR 1.4" STATIC DEFLECTION. SYSTEM SHALL HAVE ONE (1) YEAR PARTS WARRANTY. EC . ROX IGHT: LB. �M�s , 0 - 125 6 b 2 INCREASE RUN-OUT DUCT SIZE BY ONE O REFER TO DESIGN-BUILD FIRE PROTEC110N NOTES ON SHEET M-0. FULL SIZE WHEN LENGTH OF RUN-OUT � REFER TO "COOLING COIL AND HEATING WATER PIPING DETAILS' THIS SHEET. � � * � _ �> � > ,� � 126 225 8 � DUCT FROM MAIN SUPPLY DUCT IS LONGER REMOVE EXISTING'BASEBOARD HEATERS AND ASSOCIATED HEATING WATER PIPING BACK _ EBBH-1 NEW CADET 8-0 ELECTRIC BASEBOARD HEATER MODEL # 6F'1500. 1500/1166 WATT, � � THAN 20'-0". PROVIDE TRANSITION 5O MAKE-UP AIR UNIT SHALL BE INTERLOCKED TO OPERATE WHENEVER EF 1 IS OPERAIING. 4�f�� T0 MAIN AND CAP. (TYPICAL) 240/208 V, 6.3/5.4 AMP. � ,��F� � , 2 2 6 - 3 0 0 10"� AT THE DIFFUSER. y ,, " �� t�- z;.. ,� L=1 NEW RUSKIN MODEL ELF375DX DRAINABLE STATIONARY LOUVER, 36 X 18 , EXTRUDED f�'��C���R j �� d 301 - 400 12"� 6 CONNECT NEW 1-1/4 CHILLED WATER SUPPLY AND CHILLED WATER RETURN T0 EXISTWG UMINUM, COMPLETE WITH BIRDSCREEN. 4 cf'T �;�y O 1-1/4" CHILLED WATER SUPPLY AND CHILLED WATER RETURN. ��� O� �' 401 - 500 14"� 7 CONNECT NEW 1-1 4" HEAl1NG WATER SUPPLY AND HEATING WATER RETURN TO FCU-1 NEW TRANE 'UNITRANE' SERIES MODEL FC-CB, 2-ROW COOLING 2-ROW HEATING, a � ���� O EXISTING 1-1 4" HEATING WATER SUPPLY AND HEAl1NG WATER RETURN. HORIZONTALLY CONCEALED FAN-COIL UNIT. 835 CFM, 17.6 TOTAL'MBH AND 14.4 ��� � SENSIBLE COOLING CAPACITY AT SEA LEVEL WITH 80'F DB ENTERING AIR TEMPERATURE I S S U E S / R E V I S I 0 N S O8 REMOVE EXISTING 24"x10° EXHAUST LOUVER. ENLARGE OPENING AND INSTALL NEW AND 3.73 GPM OF CHILLED WATER WITH A 45'F ENTERING WATER TEMPERATURE AND 52 FEET P.D. 52.8 TOTAL MBH HEATING CAPACITY AT SEA LEVEL WITH 70'F EAT AND 3.52 36"x 18° LOUVER. SEE 'MECHANICAL EQUIPMENT SCHEDULE' THIS SHEET. ii�tio� FOR PERMIT/CONST. GPM OF HEATING WATER WITH A 180'F EWT AND 4.3 FEET P.D. VIBRATION ISOLATORS, 9O PROVIDE NEW 28" X12" OUTSIDE AIR INTAKE GRILLE TITUS MODEL 301 FL. BALANCE ��sia� no�eNOUM No. � � UNIT ELECTRICAL: 115V 1 PH 60HZ 1" THICK, 2 LB./CU. FT.' OUTSIDE AIR TO 1200 CFM. � � isoia� ADDENDUM N0. 2 (4) REQ'D. PER FAN. MOTOR: 2.1 FLA, 0.13 HP DENSITY ACOUSTICAL ,, aizsio� nsi No. t LINER 10 PROVIDE NEW 18 X12 OUTSIDE AIR INTAKE GRILLE, TITUS MODEL 301 FL. BALANCE ` O I AI TO 80 CFM. UNIT SHALL INCLUDE CONDENSATE PUMP, MIXING-BOX, UNIT-MOUNTED NON-LOCKING si�aro� Asi No. z - ►+vac PiPiN� OUTS DE R ELECTRICAL DISCONNECT, 1" THICK, 20% EFFICIENT DISPOSABLE FILTERS, 4 ' o�osio� nsi No. s � HEATING/COOLING THERMOSTAT WITH 3-SPEED FAN CONTROL, AND 3-WAY CONTROL _ 11 NEW 3/4 CONDENSATE DRAIN LINE FROM NEW FAN COIL UNIT SHALL INDIRECTLY DRAW � :.;�=:::;:::::_>;�-s:�_=:���;_-:::� O % -------- _.=_:::=_::_-:_-_=_:r-_:-_ ----------- INTO MEN'S LOCKER ROOM. VALVE FOR THE CHILLED WATER AND HEATING WATER. UNIT SHALL BE INSTALLED PER m =:=::�_=:_-;=.__�_:-�_=-_:: � -:_,:�:�::_:�_:_:�::_:_:=_ MANUFACTURER S REQUIREMENTS AND RECOMMENDATIONS, MAINTAINING ALL NECESSARY _.._._...._....._._._.__....__ _��_:__-�:-�::_:=-_:-__.=:-_ ^ ° SERVICE CLEARANCES. SUSPEND FAN-COIL UNIT FROM STRUCTURE WITH FOUR 4 3 8° -------- ::::_�=::_:_-�_-_:_.::_:_::;:_ ---------- 12 PROVIDE NEW 18 x18 ACCESS PANEL IN CEILING. � ) � A �IIII =__::__-:.::-:_-.:_-:.:_:_.-:_ IIII � _-__---___ _- O ALL THREAD RODS AND MASON INDUSTRIES TYPE 30N SPRING VIBRATION ISOLATORS ......_._._.. ............ :��:=�__:�s,:::.t�€�=a_:=:::.� � >. SIZED FOR 1.4" STATIC DEFLECTION. SYSTEM SHALL HAVE ONE (1) YEAR PARTS S H E E T T I T L E 4-0 MINIMUM WARRANTY. REFER TO FAN-COIL UNIT DETAILS THIS SHEET. DISCHARGE PLENUM AS AN ADD ALTERNATE, CONTROLS FOR THE NEW FAN COIL UNIT SHALL BE DDC. MECHANICAL PLAN MECHANICAL CONTRACTOR SHALL PROVIDE A SEPARATE LINE ITEM FOR DDC OCNTROLS AND UPDATING THE GRAPHICS ON THE FRONT END OF THE DDC SYSTEM. - SHEET NUMBER IN LINE EXHAUST F'AN DETAIL � SCALE NO SCALE . � 1 _ � . . � � � . .. . � � �File Path:J:\Vail Cascade ResoR 8 S a\O60B2Vdaster Ranovation.�6LLawer Level RenovationlLL 5 a 8 Restrooms�Drawin s�D9-26-07 Combinetl LL LocM-7 Mechanical 06082.06. .. . .. � � ... . � � . . . . � � � . . . . . . . . . . . . � . .. � . . � . � . . . . . . . � . . . � �� . . .� . � . . . . � . � .. . . . � . . . . . . . . � .. .. .� . � � . � . . .� � . . � � � � � � � � . � � . . � � � .. � � � .. . � . . � . .. . � . P P 9 _ tlw9. . . . . . . � . . . . . . � . . . . .. . . . � .. . � . � . � .. � . : .riaoeoa�ri���:ruv,�mea.u,smT-tmpm tyn�ey�� � . . . . . . . . �. . � . � . . � � � . . � .. . . . � . .. � � .� . � � . . .. � . . � � .. . . . . . .. � � . � . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . .. . � . . . . . . . . . � . . . . . . . � . ... . . � ... . . . ... . . � . . . . . . . � � � � . .. . . . . . . . . . . . . . . � � . . � . � .. . . �. .. . � . . . . � . . . . . . � � . � �. . � . . . . . . . . .. . . � . . . � � � � . . � . , . . . ... . . : . . . " . .. . . .. ". . . .. . .. .. . . . . . . . � . � .. . .. . � � . .� . � . � .� � . � } .. . . � . �. .. � . � . . . � � . . . . . . .. . ... . . . . � . .. . � . . - ... .. . . . .. , . . �. . . .� . . . . . . �. . . . . � � . . . . � ... . . . . � . . . . . � � . � . . . .. � . . � � . � � .. . . �� . . , � . . � �.. � . � . .. �. . � . - .. . .. �� . . . . . . � . � �. . � �� ;. ... . . . . . . . . . . . . . � �. . . . � . � � . � .. � PROJECT #0705 I COPYRIGHT BY J G JOHNSON ; ARCHITECTS,P.C.(JGJA). ; ALL DRAWN AND WRITTEN ? INFORMATI N P � O A PEARING HEREIN SHALL NOT BE MODIFIED,DUPLICATED, DISCLOSED,USED FOR ; ANOTHER PROJECT,OR r�� OTHERWISE USED WITHOUT =�, THE WRITTEN CONSENTAND INDEMNIFICATION OF JGJA. f rt » �\(E) 3 -r \�V. � �� � � � r � , i� � � ��� j � � �E) �-� Y T - �i � 2�> � � �� I i ----- - ----- (E� ��� �l� �------- -�\---- ---V-----------�\ � I ; t,-�� j `��� � W— ---- W � I f I �.l � ��\ � �� ,�o r-o�---�� G � � � ��� i ��\�E� �_��2�� � tC� �� )I t ! 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II I ( II I I � I � _I \ � \ �_____ �� � I I I � \ 4 � I--------� W � U � � )E 4�. ,� 2'I �� / �I ��� I I I � � I I �/ ' � � I 2 I �� I � � I I � I I �---- � � g ��� I � � 1� �,_- - � I� � � ♦ � �� � � � � � � � � � � � �/ � � � — \ � � I �� SH-1 �- - � �`� I I I I � � I I —H- 1---�`=�.-�I--}� -�--- --------y--t-- CONNECT T0 (E) 3" VENT ABOVE . �/ .� i� � � �� I I � � � � I1� �� , � � V ------� CREPERIE KITCHEN CEILING. '� L.L O � \ �. � / �� .`` / ,, �;r - � � , � C� � u � � � , W�2 , � uR-, � � M � ��i N LAV-1 \, ���` �(E) 8» ` / � � �� C� I � i � i � � � > � �-� � �� 2 / 2»����` 2 � � � E�3�4�, �i � � � O � � � = I i I r----- � � F�`� / ` FD-1 ��` I �-----� 1 i � � O � ��� � WC-2 2,� FD-1 � `�� I � � h11;._..__:.-.--� / j I 11 J i ��`` 4>, � / �\` " � ' � U � � � ------- _ y� - -j \ � ��� �2� ��`\ � `� �\) 2 � _ , � __, /f i � II ��� I � I- ------�- 4 � � � I � O W � � , �I �� _ �, � --L --- -------- ---- � � , ' � ,, , ti , � 2,� � 4�> �\ � / �� \ � , �. L- �c,. ---4- - t�- V -� / � :� '�t � . � Y r j� r-� -r' i ��. i � � • � i a�'� � �� �, � � j 1 `��� � 2' `��� �i� �' � ' /i ' j / �` �.- Vi� � �I 6 ( � I I 1 I � � 4"� WC-2 �\ ��i� ��i �, ' rT- - J ! � L---- ',� � � � ��� � �` ����i _ � � I i /T 2„ 2,,i 2 i � � �\``` �.�`\2„ i i � /. I J. � I �I. , I � F.C.O. �� � � � � Y � � L ____ , � I ' \\>, � ��� WC-1 � j � ,� � � � � i I LAV- ��� / 4" � ���Q I � � � � � � � �E� $,� � 1 � � I . I I 1 � � ,i � 2» �.�\ / �Y � _ -- o I I '; � �� `� : 2�� � �� uR-1 , CONNECT TO (E) 3" VENT ABOVE i I r� --- ` � 4' --- --- ----� � � � � D-1 � r - � ---------- FD-1 �� � CREPERIE KITCHEN CEILWG � � �. (E) �-i/2° i i —, i � i i —n i i 1Q �. i i ii `. i � ' p i i SH-1 V �E� s� �� � � ,` __ -�_-- j� ,C u � � / � i ii � i FD-1 � �� I III \\ I . � I 1--- \ II � � II � � f, _ _ _ '� r--- i r � -� e ,_ / , � j � � � j j � � ��� (E) 8>. �, I � I � � � � � � � � � � � I /I � � � � � � I � � � I � -� � I � "n �`'1 � � I. � � � �� I / � I � I I i �ti�� �-} _ _ ��_____ � L_� . ��._____.�_.�_�_ � I � �� I I I � j j j � I � � ,: � � � II \ � � � � � � , � ' I I � - � _ r II � _l_t� __ _ _ ------- -----J - ----- - ___..___�.__ -____.� �V -, ___ ___ nnp Y ------ INC. _____._.__. �— — _.�.� �__ �.--- -----._. ______� _._� .___�_ _ `; � HADJI AND ASSOCIATES � CONSULTING ENGINEERS --____..:__----- , ���_ . I ��� � � � � 1825 Lawrence Street,Suite 200 � Denver,Colorado 80202 Phone: 303-293-3800 Fax: 303-293-3884 n' E-maiL• Hadji@HadjiEngr.com IV Hadji Job No: 06082.06 P L U M B I N G V E N T A N D W A S T E I S O M E T R I C N �OPYRIGHT 2007-HADJI&ASSOCIATES,�N�. 1 m�dec�rr, ,o,e t ;eeo ond c��g��a��eais�rw�a,oiE�rn,em. , „ P L U M B I N G P LA N �a����� ��o�R���a�o���E�����,�4.e�n�G�e�r,n SCALE: 1/4" = 1 -0 P w . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . port,farlhL ranydthar 1 t' �,Y_wn'tandNhotlzutianaf 0 1' 2' 4' 8' 16' H��rxa����iE:i,� SCALE 1/4,. _ �._�.> 0 1' 2' 4' 8' 16' ARCHITECT 4 ❑ `i' Z Er-�l " " . . .. . . � . . . . . . . . . .. . . � . � � .. . . . . . .. . . . � . . .. . . . . . . .. . . ._ . .. . . . . . . . . . . . � . � .. . . � �. . . � . . . . � .. � . . . .. . � . � � . . � � . . � .. � . � . � . � . . . � . . . � � .`r, N .N � � m �� .. . .. . . . . � . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . � . .. � � . . . . . . � . . . . . . � . . . . . . . . � � . . � . . . . . . . . . . . . � . . � . . � � � .. . . . .. � . . F■�� W W . . . .. . .. . .. . . . � . . . . . . . . . . � . . � . . � � . � . . . � . � � � . .� .. .. . � . . � . . . . � . . . . . .. �� . . � .. . . � . . �. � . . . � . . . � � . �. �y � fn .� C O � U O M . . . .. . . . . . . . . � � � . � . . . .. . � �. . � . . � . . � � � . . .. . � . . . . . � . � . � � � � . . . . � . . � . . . . . . . . . . F�� � n. �..� m .p . . PLUMBING FIXTURE SCHEDULE x ? M � 3 x � � . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . � � n � 3 LL N - PLUMBING DETAIL NOTES: � _ CONNECTION SIZES � o LAN CODE DESCRIPTION NOTES � _ W V CW HW 1 A P N M RE THAN '-0" FROM °� , O REMOVE EXISTWG WASTE PIPING ND CA 0 0 2 Z MAIN. (TYPICAL.) 9O PROVIDE 1" COLD WATER TO EACH WATER CLOSET AND 3/4" TO EACH URINAL > FD-1 FLOOR DRAIN �FINISHED AREAS) - 0 ~ JOSAM SERIES 30000-A COATED CAST IRON FLOOR DRAIN, TWO-PIECE BODY WITH DOUBLE � � " " WA MAIN. CONTRACTOR SHALL PROVIDE 1 2" HOT WATER AND COLD WATER TO NEW LAVATORY FROM EXISTING 3 4° `�' �' 2 2 - - � CONNECT NEW 4 WASTE PIPING TO EXISTING 8 STE � � z a � ° DRAINAGE FLANGE,JNVERTIBLE NON-PUNCTURING FLASHING COLLAR, WEEPHOLES, BOTi'OM : FIELD VERIFY EXACT LOCATION SIZE AND INVERT ELEVATION OF WASTE LINE PRIOR TO 10 HOT WATER AND COLD WATER PIPING. � � OUTLET AND ADJUSTABLE 5" SATIN NIKALOY ROUND STRAINER. PROVIDE PRO-SET TRAP GUARD. ' - INSTALLING NEW PIPE. O x °- _ PROVIDE 1/2" HOT WATER AND COLD WATER TO NEW SHOWER FROM EXISTING 3/4" HOT Q o LAV-1 LAVATORY (UNDERCOUNTER, VITREOUS CHINA) GUEST ROOMS - KOHLER CAXTON' MODEL K-2210 WHITE, 19-1/4" X 16-1 4", VIIREOUS CHINA, LAVATORY 3� CONNECT NEW 2° VENT PIPWG TO EXISTWG 2" VENT MAIN. CONTRACTOR SHALL FIELD 11 WATER AND COLD WATER PIPING. � _ � VERIFY EXACT LOCAIION AND SIZE OF VENT LINE PRIOR TO WSTALLING NEW PIPE. � COMPLETE WITH FLEXIBLE SUPPLIES WCLUDING STOPS, 1-1/4" CAST BRASS P-TRAP AND CLEANOUT. „ � PROVIDE KOHLER 'CORALAIS' MODEL K-15182-F-CP, SWGLE HANDLE FAUCET WITH CHROME FINISH, 2" 2° 1/2�� 1/2 4 CONNECT NEW 1-1 2" VENT PIPING TO EXISTING 1-1 2" VENT BRANCH. CONTRACTOR RED/BLUE INDEX, AND POP-UP DRAIN. INSULATE WASTE AND SUPPLY PIPING WITH PROFLO TRAP O SHALL F1ELD VERIFY EXACT LOCATION AND"SIZE OF V/ENT LINE PRIOR T0 INSTALLING NEW I COVER KIT PER A.D.A. REQUIREMENTS. PIPE S T A M P MV-1 MIXING VALVE - 5 CONNECT NEW 1-1 2" COLD WATER PIPING TO EXISTING 2" COLD WATER MAIN. _._-_..._ WATTS MODEL USG-B, BRONZE UNDER-SINK "GUARDIAN" MIXING VALVE. SET DISCHARGE O CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION AND SIZE OF COLD WATER LINE �� �• �� TEMPERATURE TO 110' F. PRIOR TO INSTALLING NEW PIPE. �,61STf�r�`�', � '� ` F.`�. SH-1 SHOWER (A.D.A.) - ROLL-W SHOWER - 6 CONNECT NEW 1/2° COLD WATER PIPING AND 1/2" HOT WATER PIPING TO EXISTING 3/4" , � - - - O �� SYMMONS ALLURA MODEL 76 300 H321 V-X PRESSURE BALANCING MIXING VALVE WITN COLD WATER AND, 3/4" HOT WATER PIPWG. CONTRACTOR SHALL FIELD VERIFY EXACT � LEVER HANDLE AND ADJUSTABL� STOP SCREW TO LIMIT HANDLE TURN. EURO-FL0 SINGLE LOCAl10N AND SIZE OF COLD WATER LINE PRIOR TO INSTALLWG NEW PIPE. �� � , MODE WALL/HAND SHOWER WITH FLEXIBLE METAL HOSE, IN-LINE VACUUM BREAKER, WALL '� ''�° » 7 CONNECT NEW 1 2" COLD WATER PIPING TO EXISTING 1-1 4" COLD WATER MAIN. � af;"�`- e� CONNECTION AND FLANGE, 24 SLIDE BAR FOR HAND SHOWER MOUNTWG. ' - O CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION AND SIZE OF COLD WATER LINE �� �����1�"� � PRIOR TO INSTALLING NEW PIPE. �'�� � ����¢ i+ UR-1 URINAL (WALL HUNG, AUTOFLUSH)- � � � TOTO LOW CONSUMPTION WASHOUT URINAL MODEL UT447, VITREOUS CHINA, AUTOMAl1C 8 CONNECT NEW 1 2" HOT WATER PIPING TO EXISIING 1/2" HOT WATER MAIN. � " ' ' „ „ „ O H/ FI V RIFY XACT LOCATION AND SIZE OF HOT WATER MAIN PRIOR OCT O 3 ZOO� FLUSH, 1.0 GALLON PER FLUSH, 3/4 TOP SPUD. TOTO ECOPOWER EXPOSED AUTOMAl1C 2 2 3�,} _ CONTRACTOR S ALL ELD E E SENSOR TOILET FLUSH VALVE WITH VACUME BREAKER, CHROME PLATED FINISH. PROVIDE TO INSTALLING NEW PIPE. I S S U E S I R E V I S I 0 N S WALL PLATE CARRIER (JOSAM OR WADE) AS REQUIRED. 7111/07 FOR PERMIT/CONST. WC-1 WATER CLOSET (WALL HUNG, FLUSH VLAVE)- TOTO MODEL CT 708, VITREOUS CHINA, AUTOMATIC FLUSH VALVE, 1.6 GALLON PER FLUSH BOWL, ��aio� ADDENDUM N0. 1 ELONGATED BOWL, 1-1/2" TOP SPUD. TOTO SC534 OPEN-FRONT SEAT WITH CHECK HINGE LESS 4„ 2° �° sisoio� AooEN�uM No. 2 COVER. TOTO 'ECOPOWER' EXPOSED AUTOMATIC SENSOR TOILET FLUSH VALVE. PROVIDE WALL ei2sio� Asi No. � CARRIER-FITTING (JOSAM OR WADE) AS REQUIRED. s��aio� nsl No. 2 - Hvnc PiPiNc " �> �� � 0103/07 ASI N0: 3 WC-2 SAME AS WC-1. EXCEPT INSTALLED PER HANDICAPPED (A.D.A.) REQUIREMENTS, WITH 17 2 2 3 4 - _: FLOOR-TO-RIM HEIGHT AND FLUSH CONTOLS NO MORE THAN 44" ABOVE FLOOR. � �' SHEET TITLE : PLUMBING PLAN § SHEET NUMBER & � . � - � 3 .. � .� � � � . . � File Path:J:Nail Cascatle Rason 8 Spa�06�821Masfer Renovation.O6LLOwer Leval RenovetionLLL Spa&RestroomslDrawin9s�D&26-07 Combinetl LL LocM•2 Plumbing_06082,OB.dwg. . � � � . . . . . � � � � . �. . . . . � . �� . . . . . � .. � . � . . . . � � . . � � .� . � � . � .. . . . . . � . . � . .. . � . � � � � � � � . � � . . � � �. � � . � �.. � . .. � � . � � .. � . . � � � � . � . .�. . . � � . . � � � � . � � �. � . �.� . . � � � � � . . � . � . .. � � � P'd0e�me:Nvrember1/�200]-{:OBpn Mme9en �. . . . . � . . � .. � . � � . � . � � . . . . . . . . . . . . � .. . ... . .. � � . . . � . � . . � . .. .. . . . . . . . . � . . . . � . � � . . � . . . . � . . . . . � . . .. . .. . � .. . . . . � � .. . . . . . . . . � . . ,� ; , I . . . . . ... . � . . .. . . . . . . . . . � � � . � � . � .. , .. ..� � . � . . . � . .� . � .. . �� . � . . . � � � . � � �. . � � . . .. . . .. . .. : .. . . .. .� . . .� . � . � . . . � . . � . . � � . � . � � . . � . . . � . � . . .� . .. . .. . � . . .. . . � . . . .. � � , . . � . . . �. � . � .� � .� ...� � � � . .. .. � . . � .. . .� . . . . �. . � � . �. . . � . . .� � � . 'i . . . � .. . . : . . .. � . � . . . .. . � � . .. �� � . ' . . . . . . . � � . . . . . . . � . � �.. . . .. . . . . . � : . . . �.� . .. . . . . . . . �. . . . . . � . � . . . . . . � . �.. � � . � � . � � . � .. . � . . . � � . � .. . .. . � . . . : . . . . . . . . . . � . . . . � � .. . . . . � . . .. � . . �� � . . . � . . . . . �. . . .. . . �. . . . . �� � . . � . . . � . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . � � �� . . . � .� � . . . . . . . . . � . � � . . .. � . � � . . . . . . . . . . � � � . . . . . . .. . . . � . . � . . � � . . � . . . _ . d __.. - PROJECT #0705 '; � � � µ COPYRIGHT BY J G JOHNSON j ARCHITECTS P.C. JGJA. � , � ) , A�L DRAWN AND WRITTEN � INFORMATION APPEARING + � . HEREIN SHALL NOT BE MODIFIED DUPLICATED DISCLOSED�USED FOR� ANOTHER PROJECT�OR ? �. OTHERWISE USED WITHOUT { f � � _ THE WRITTEN CONSENT AND , INDEMNIFICATION OF JGJA. . �.. sf� . � � . . .. . . � . � � . . . . .. . . , � . . . . . . .� .� . . . � . . � . � . . . � .. . . . . . . . . . . . . � � . �. . � � . . .� . . .. . , . � . . . . . .. . . � . . . . �� . . � .. � . �. .. . . � . . . .. . . .. . . . . . . . . � . . � .. . . . . . � �. � � . . . . . . � � � � . . . . . . . .. .. . . . . . . ... .. � .. . . . . . . . . . . � . . . .. . . . . . . . . � � � . . . . � � . . . . . � . . . . � . . .. . . . . . . . . . . . . . � . . . . . . �� � �. . . . . . . .. . . . . � � .. � � � � � � . . . � . : B U I LD I N G O U T LI N E S P E C I F I CAT I O N N T A NO�S APPLY TO ,�IS PROJECT. ( 0 LL ) ��� . _ L� � ELECTRICAL LEGEND 1. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR VERIFICATION OF EXISTING JOB CONDITIONS PRIOR T0 28. ALL EXISTING POWER AND COMMUNICATIONS OUTLETS ARE TO REMAIN WHERE SHOWN ON PLAN IN A LIGHT 17. PROVIDE FIRE RATED WIREMOLD POKE THRUS, SERIES RC7 FOR POWER AND SERIES RC9 WA D BID. NO ADDITIONAL COSTS SHALL BE AWARDED TO THE SUCCESSFUL CONTRACTOR OR HIS SOLID LINE WEIGHT, UNLESS OTHERWISE NOTED. RETAIN CIRCUIT CONTiNUITY FOR THESE DEVICES AS FOR TELEPHONE/DATA, AT EACH FURNITURE SYSTEM SERVICE CONNECTION FOR PO ER ND _ ��' (NOT ALL SYMBOLS SHOWN ARE NECESSARILY USED ON THESE DRAWWGS) SUBCONTRACTORS, AFTER BIDS HAVE BEEN SUBMITTED AND CONTRACTS AWARDED, FOR FAILURE TO REQUIRE0. ANOTHER SEPARATE POKE THRU FOR TELEPHONE/DATA AS SHOWN ON DRAWINGS. THE ING VERIFY EXISTWG JOB CONDITIONS. ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND POWER POKE-THRU DEVICE SHALL BE PROVIDED WITH PROVISION OF A 3/4° POWER WHIP CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR ALTERNATIVE 29. NEW POWER, DATA AND COMMUNICATIONS DEVICES, FLUSH OR SURFACE MOUNTED ON WALLS, SHALL BE CONNECTION. CONDUIT AND THE PHONE/DATA POKE-THRU DEVICE SHALL BE PROVIDED METHODS OF INSTALLATION (3) DAYS MINIMUM PRIOR TO BIDDING OF JOB, TO ALLOW FOR ISSUANCE MOUNTED 18" A.F.F. FROM FLOOR TO CENTERLINE OF THE BOX , AND ALL LIGHT SWITCHES SHALL BE WITH 2" CONDUIT SLEEVE FOR PHONE/DATA CABLWG. REFER TO THE ARCHITECTURAL LIGHTING POWER FURNITURE FEED OF CLARIFICAl10NS. ° ( ) DRAWINGS FOR EXACT LOCATIONS PRIOR TO CORE DRILLING. FURNITURE WHIP SHALL BE MOUNTED 48 A.F.F., IN ORDER TO COMPLY WITH ADA REQUIREMENTS, UNLESS OTHERWISE NOTED ON G P WALL MOUNTED JUNCTION BOXES ARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. PROVIDED BY FURNITURE CONTRACT SHADED LIGHT FIXTURES INDICATE LAMP(S) CONNECTED WALL MOUNTED SINGLE RECEPTACLE � � 2. ELECIRICAL CONTRACTOR SHALL VISIT SITE AND EXAMINE DRAWINGS OF OTHER TRADES ON THIS �� TO EMERGENCY CIRCUIT; SEE LUMINAIRE SCHEDULE � QQ P = POWER; C = COMMUNICATION/DATA PROJECT, PARTICULARLY DEMOLITION, ARCHITECTURAL AND MECHANICAL, TO DETERMINE ANY A RICAL WALL DEVICES SWITCHES RECEPTACLES ETC. SHALL BE BUILDING STANDARD AND 20A COMMUNICATIONS 30. LL ELECT ( . � � 1 AT EACH FURNITURE MODULAR TELEPHONE AND DATA SERVICE POINT ELECIRIGAL • C P FLOOR MOUNTED POKE-THRU ADDI110NAL WORK THAT MAY BE REQUIRED FOR A COMPLETE AND OPERATIONAL ELECTRICAL • , RECESSED FLUORESCENT LIGHT FIXTURE, SIZE AS � � GROUNDED DUPLEX RECEPTACLE, WALL, CEILING RATED UNLESS OTHERWISE SPECIFIED OR DIRECTED BY BUILDING ENGINEER AND/OR ARCHITECT. COLOR AND �P � _ _ INSTALLATION, AND SHALL INCLUDE AN ALLOWANCE FOR THIS WORK IN HIS BID. CONTRACTOR SHALL PROVIDE 4" SQUARE X 2-1/8"JUNCTION BOX WITH TWO 1" CONDUITS � INDICATED ON PLAN OR LUMINAIRE SCHEDULE P POWER; C - COMMUNICATION/DATA bEVICE TYPES SHALL BE APPROVED BY CHIEF BUILDING ENGINEER AND ARCHITECT PRIOR TO ORDERING. (OR AS OTHERWISE SPECIFIED BY TELECOMMUNICATIONS CONTRACTOR), WITH PULL WIRE. N IT ABOVE CEILING LINE AND BUSH. CABLING SHALL BE PULLED BY OTHERS. GROUNDED FOURPLEX OR DOUBLE DUPLEX 3. ALL WORK SHALL BE DONE W COMPLIANCE WITH ALL NATIONAL CODES, INCLUDWG THE N.E.C., STUB CO DU � � COMMUNICATIONS � 31. WIRING INSIDE THE BUILDING AND ABOVE GROUND SHALL BE COPPER, TYPE THHN/THWN. WIRING W CONDUIT, A WORK WITH TELECOMMUNICATIONS CONTRACTOR PRIOR TO ROUGH-IN. � RECEPTACLE; WALL, CEILWG � N.F.P.A., IBC, LE.C.C. AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. COORDINATE LL SURFACE AND WALL MOUNTED FLUORESCENT LIGHT � UNDERGROUND OR IN DAMP LOCATIONS SHALL BE COPPER, TYPE THWN. THE MINIMUM SIZE CONDUCTOR � FIXTURE, SIZE AS INDICATED ON PLAN OR LUMINAIRE ` SHALL BE N0. 12 GAUGE SOLID; N0. 6 GAUGE AND LARGER CONDUCTORS SHALL BE STRANDED. WHERE MC DEDICATED, WALL MOUNTED, 20A GROUNDED 4. ALL WORK SHALL BE DONE 1N COMPLIANCE WITH THE HOTEL SPECIFICATIONS DRAWINGS, AND LATEST _ 2. ALL DATA AND TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY OWNER VENDOR. SCHEDULE. COMBO PHONE/DATA OUTLET; REVISIONS ON CONTRACT DOCUMENTS FOR ELECTRICAL WORK. ENSURE ALL NEW EQUIPMENT IS TYPE FLEXIBLE CABLE IS WSTALLED W LIEU OF WIRE AND CONDUIT, FULL-SIZE GROUND WIRE SHALL BE RUN THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING JUNCTION BOX � � DUPLEX RECEPTACLE 0 � � WALL, CEILING, FLOOR PROVIDED AND WSTALLED PER BUILDING STANDARD REQUIREMENTS. WITH CURRENT CARRYING CONDUCTORS. (MC TYPE FLEXIBLE CABLE MAY BE USED ONLY AS AUTHORIZED BY ROUGH-IN, CONDUIT RACEWAY'S, CONDUIT SLEEVE AND SIZE REQUIREMENTS WITH BUILDING ENGINEER AND DESIGN ENGINEER AND WITH APPROVAL OF LOCAL CODE AUTHORITY.) APPROPRIATE VENDOR PRIOR TO ROUGH-IN. �� � � � SPECIAL PURPOSE OUTLET; WALL, CEILING DATA OUTLET; 5. REFER TO ALL CONSTRUCTION DOCUMENTS FOR THIS PROJECT REMODEL AND COORDINATE WITH OWNER FLUORESCENT STRIP LIGHT � 0 � � WALL, CEILWG, FLOOR OR CHIEF BUILDING ENGINEER FOR ALL ELECTRICAL EQUIPMENT BEING REMOVED AND NOT REUSED. 32. ENSURE ALL NEW AND EXISTING CONDUITS, COMMUNICATION AND DATA CABLES, AND FIRE ALARM CABLES ARE 3. OUTLET BOXES SHALL BE GALVANIZED PRESSED STEEL, 4° SQUARE X 1-1/2" DEEP (--'-I VERIFY, PRIOR TO DEMOLITION, IF EQUIPMENT IS TO BE DISPOSED OF OR STOCKPILED. SUSPENDEd INDEPENDENTLY FROM STRU�TURE AND RUN IN CEILING PLENUM NO LOWER THAN 10" ABOVE THE MINIMUM, WITH SINGLE GANG RINGS AND A 3/4" CONDUIT WITH PULL WIRE UNLESS Q FLOOR CORE DRILL TELEPHONE OUTLET; TOP OF THE CEILING GRID (TO ACCOMMODATE LIGHT FIXTURES). OTHERWISE DIRECTED BY TELECOMMUNICATIONS CONTRACTOR OR TENANT. STUB CONDUIT ' DOWNLIGHT � � � WALL> CEILING FLOOR �/� 6. THE ELECTRICAL DRAWWGS ARE DIAGRAMMATIC IN CHARACTER. LOCAl10NS SHOWN FOR ELECTRICAL 6" ABOVE CEILING LINE AND BUSH . VERIFY WITH TELECOMMUNICATION CONTRACTOR � � �� �/J � EQUIPMENT, DEVICES, CIRCUIIING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE 33. IF APPLICABLE, REFER TO A V DRAWINGS AND COORDINATE WITH A V CONTRACTOR FOR EXACT LOCATION, EXACT REQUIREMENTS PRIOR TO ROUGH-IN. � CORE DRILL WITH FIRE RATED FLOOR POKE-THRU � FOR COORDINAl1NG EXACT DEVICE LOCATIONS WITH ARCHITECTURAL P�ANS, ELEVATIONS, DETAILS, AND REQUIREMENTS, SPECIFICATION AND ROUTING PF ALL CONDUITS RACEWAYS, JUNCTION BOXES AND FLOOR AND DEVICES AS 1NDICATED � COAXIAL CABLE N OUTLET 5 ; 4. ALL UNUSED PHONE DATA CABLING SHALL BE REMOVED BACK TO POINT OF ORIGIN BY 0 WALL WASHER G ( MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR PENETRATIONS PRIOR TO ROUGH-IN. , � � MANUFACTURER'S SHOP DRAWINGS. VERIFY IN FIELD AND ENSURE ALL ELECTRICAL CLEARANCES FOR OWNER S COMMUNICATIONS VENDOR OR ELECTRICAL CONTRACTOR. COORDINATE WITH ABANDONED CORE DRILL WITH FIRE RATED PLUG O � $ AND APPROPRIATE FLUSH ABANDONMENT KIT v �LEPHONE BOARD ELECTRICAL EQUIPMENT ARE MAINTAINED PER N.E.C. OR APPLICABLE CODES REQUIREMENTS. 34. ELECTRICAL CONTRACTOR SHALL REM�VE ALL ABANDONED AND UNUSED PHONE/DATA CABLING, CABLE OWNER'S COMMUNICATIONS CONTRACTOR OR BUILDING MANAGEMENT PRIOR .TO WALL SCONCE � ~ COORDINATE WITH OTHER TRADES FOR SPACE CONFLICTS PRIOR TO INSTALLATION OF ELECIRICAL SUPPORTS, CONDUIT, JUNCTION BOXES AND ASSOCIATED WIRWG LOCATED IN THE CEILWG SPACE BACK TO COMMENCEMENT OF WORK. � �- O . � EQUIPMENT. DO NOT SCALE OFF OF ELECTRICAL PLANS. POINT OF ORIGIN, UNLESS THE OWNER COMMUNICATIONS CONTRACTOR IS CONTRACTED TO REMOVE THE 0 POWER POLE Q 120V LINE VOLTAGE THERMOSTAT �/ S- � PHONE DATA CABLING UNDER A SEPARATE CONTRACT. THE GENERAL CONTRACTOR SHALL COORDINATE THE 5. ELECTRICAL CONTRACTOR SHALL VERIFY QUANTITY OF DATA/PHONE PORTS TO BE INCLUDED � c7c7� Q 7. WHEN DIMENSIONS ARE SHOWN ON ELECTRICAL PLANS OR DETAILS, THESE DIMENSIONS ARE TO BE � IN POKE-THRU DEVICE WITN TELECOMMUNICATIONS CONTRACTOR AND PROVIDE APPROPRIATE I�i �ACK LIGHT �..� r FIELD VERIFIED BY THE ELECTRICAL CONTRACTOR AGAINST EXISTING FIELD CONDI110NS, INSTALLATION APPROPRIATE CONTRACTOR FOR THE REMOVAL OF THE PHONE /DATA CABLING. PRIOR TO DISCONNECTING POKE-THRU DEVICES PRIOR TO ORDERING. �W� WIRE MOLD SECURITY (/� � � REQUIREMENTS OF OTHER TRADES, AND THE MANUFACTURER'S SUBMITTALS FOR EQUIPMENT TO BE AND REMOVING ANY EQUIPMENT, DEVICES OR CABLING, THE APPROPRIATE CONTRACTOR SHALL ENSURE EXIT SIGN; WALL, CEILING �W� W `''� EQUIPMENT IS ABANDON AND CAN BE REMOVED. COORDINATE WITH OWNER PRIOR TO REMOVAL � SHADING INDICATES FACE OF EXIT SIGN � e' INSTALLED. SHOULD ANY CONFLJCTS ARISE WHICH CANNOT BE EASILY RESOLVED W THE FIELD _ L�II�� W O WITHOUT CHANGWG TNE DESIGN INTENT, THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE ENGINEER 35. To cOMr��Y wi�na M.E.c. �oca� co�ES AND ALL OTHER AI'I'LICABLE CODES ELECTRICAL CONTRACTOR sHA�� 1�• FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND H PARTITION FURNITURE CIRCUITRY SPLIT caRO REn�E►z �/ � IMMEDIATELY. REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT � L.L C6 � , , � ADJUST CONDUIT SIZE FOR CONDUIT FILL AND WIRE SIZE FOR NUMBER OF HOT CURRENT CONDUCTORS, �► EXIT SIGN ARROW SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO OWNER VOLTAGE DROP AND DERATING OF THE CONDUCTORS IN EACH CONDUIT RUN. TH FIXT R . AFTER '� � 8. ELECTRICAL CONTRACTOR SHALL COORDINATE IN THE FIELD WITH ALL OTHER TRADES TO AVOID AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR T0 ORDERING E U ES P PULL BOX ■ MAGNETIC DOOR HOLD-OPEN � .�+ S� I A N TA ATION OR EXISTING E UIPMENT AND PROVIDE RECEIVING FINAL APPROVAL FROM ARCHITECT LIGHT FIXTURES SHALL BE ORDERED WITHIN � CONFLICTS OF NEW ELECTR C L EQUIPMENT I S LL Q 36. FOR PORTABLE PARTITIONS CIRCUIT FEEDS THAT ARE SHARING A COMMON NEUTRAL AND OR GROUND WIRE ' EMERGENCY EGRESS BATTERY UNIT W V� O ELECTRICAL WORK THAT IS REQUIRED BY OTHER TRADES. FOR SITE WORK, CONTRACTOR SHALL BE � TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING � SHALL BE SIMULTANEOUSLY DISCONNECTED AT THE ELECTRICAL PANELBOARD PER N.E.C. 2005, ARTICLE 605 IR M NT FINISHES FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. � HELD RESPONSIBLE FOR LOCATING, VERIFYING, AND AVOIDING ANY EXISTING UNDER GROUND SERVICES, REQU E E S, �J �J J�}I JUNCTION BOX; FLOOR, CEILING, WALL pa SECURITY CAMERA > O REQUIREMENTS. THE CIRCUITS SHALL BE DISCONNECT BY A SINGLE HANDLE BREAKER OR BY BREAKER ' OR UTILIIIES AND NEW SERVICES OR UTILITIES BEING INSTALLED. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, HANDLE TIES. VERIFY EXACT METHOD OF SIMULTANEOUSLY DISCONNECTING WITH LOCAL JURISDICTION PRIOR CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH SWITCHIhIG W � U TO CONNECTION OF PORTABLE PARTI110NS. COORDINATE EXACT LOCATION OF SERVICE AND CONNECTIONS TO FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 9. THE ELECTRICAL CONTRACTOR OR COMPANIES SUBCONTRACTED UNDER HIS SCOPE OF WORK SHALL ` NEW ELECTRICAL PANEL GENERAL ._I FURNITURE PANEL WITH PARTI110N INSTALLER AS REQUIRED. FINAL CONNECTION TO PARTITIONS SHALL BE BY Q � ARRANGE FOR ALL INSPECTIONS WHEN THEY BECOME DUE. ALL WORK PERFORMED UNDER THIS BUILDING STANDARD SNAP SWITCH, 120V OR 277V � THE ELECTRICAL CONTRACTOR. ALL WIRING FROM ELECTRICAL PANEL TO POWER WHIP CONNECTION SHALL BE •� m CONTRACT SHALL REMAIN EXPOSED TO VIEW UNTIL APPROVED BY THE INSPECTION AUTHORITY. 18. INSPECT ALL EXISTING AND RELOCATED FIXTURES.' RELAMP, CLEAN LENSES AND REPLACE AS REQUIRED. WHEN INDICATED, SUBSCRIPT LETTER #10 WIRWG IN 3/4" CONDUIT. ALL NECESSARY COMPONENTS AS REQUIRED TO MAINTAIN LIKE-NEW APPEARANCE S�Sa ADJACENT TO SWITCH INDICATES CONTROL OF 6 EXISTING ELECTRICAL PANEL �� � O CCS O FEEDER DESIGNATION M 10. PREPARE AND MAINTAIN AT JOB SITE ACCURATE UPDATED °AS-BUILT° DRAWINGS OF ALL MODIFIED THROUGHOUT SPACE ENSURE THAT ALL �_AMPS HAVE THE SAME COLOR RENDERING INDEX FIXTURES WITH MATCHING SUBSCRIPT LETTER # W WORK IN THIS CONTRACT. AT CONCLUSION OF WORK, SUBMIT ORIGINAL LEGIBLE REPRODUCIBLE COPY 37. ELEGTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL OR PLUMBING EQUIPMENT BEING REMOVED WITH (CRI) AND COLOR TEMPERATURE (KELVIN) AND ARE OF THE SAME BUILDING STANDARD � � ffi ECTRONIC FILE R F TI A - ILT NDITION TO ELECTRICAL ENGINEER OF MECHANICAL OR PLUMBING CONTRACTOR. DISCONNECT ELECTRICAL SOURCE FOR EXISTWG MECHANICAL OR MANUFACTURER THROUGHOUT THE REMODELED AREA. VERIFY COLOR RENDERING INDEX, Q DIMMER SWITCH; REFER TO LIGHTING DETAIL NOTES p CONTROL PANEL; TYPE AS INDICATED ON PLANS ALONG WITH AN EL E LEC NG S BU CO PLUMBING EQUIPMENT BEING REMOVED. IF REQUIRED, MAINTAIN CIRCUIT CONTINUITY FOR REMAINING DEVICES. �O DEMOLITION DETAIL NOTE SYMBOL � RECORD AND SUBMIT TO BUILDING MANAGEMENT/OWNER. COLOR TEMPERATURE, AND MANUFACTURER WITH CHIEF BUILDING ENGINEER. J FOR ADDITIONAL INFORMATION REMOVE ALL ELECTRICAL DEVICES, CONDUIT AND ASSOCIATED WIRING BACK TO POINT OF ORIGIN. ALL O 11. PROVIDE TYPEWRITTEN, UPDATED PANEL DOOR DIRECTORIES FOR ALL AFFECTED PANELS, REFLECTING MATERIAL AND EQUIPMENT THAT HAS BEEN REMOVED SHALL BE HELD FOR DISPOSAL AS DIRECTED BY OWNER. �g. ALL LIGHT FIXTURE LAMPS SHALL BE BUILDING STANDARD MANUFACTURE UNLESS • SINGLE PUSH BUTTON ALL CIRCUITS WITH THEIR ACCURATE DESTINATIONS. CLEARLY MARK JUNC110N BOXES IN CEILING OTHERWISE AUTHORIZED BY BUILDING ENGINEER IN WRITTEN FORM. VERIFY EXACT S SINGLE-POLE WALL SNAP SWITCH � � DETAIL NOTE SYMBOL � SPACE WITH REVISED CIRCUIT NUMBERS. PROVIDE NEW ETCHED PLASTIC LAMINATED LABELS TO ��. MANUFAGTURE WITH BUILDWG ENGINEER PRIOR TO ORDERING. REPLACE ANY DAMAGED, MISLABELED, TEMPORARY OR OTHERWISE ILLEGIBLE EXISTING IDENTIFICATION 1. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL MECNANICAL EQUIPMENT REQUIRING _ . EMERGENCY pOWER OFF BUTTON �-� RELOCATE EQUIPMENT, DEVICE TO S THREE 3 WAY WALL SNAP SWITCH LABELS FOR ALL DISTRIBUTION EQUIPMENT AFFECTED BY THIS CONTRACT. PROVIDE FOR PERMANENT ELECTRICAL CONNECTION WITH MECHANICAL/PLUMBING CONTRACTOR. ALSO, ELECTRICAL CONTRACTOR SHALL 20. PROVIDE NEW HANGERS FOR NEW AND RELOCATED LIGHT FIXTURE LOCATIONS. PROVIDE 3 � � � �"R� AREA SHOWN ATTACHMENT TO EQUIPMENT WITH RIVETS OR SCREWS. SELF ADHESIVE TYPE IS NOT ACCEPTABLE OBTAIN MECHANICAL SUBMITTALS TO COORDINATE DISCONNECT MEANS, SPECIFICATIONS, AND VOLTAGE HANGERS AT ALL FOUR CORNERS OF FIXTURE U P TO STRUCTURE. FIELD VERIFY AND � REQUIREMENTS PRIOR TO ROUGH-IN. VERIFY UNIT WHEN DELIVERED TO SITE. IF DISCREPANCIES OCCUR, ENSURE EXISTING LIGHT FIXTURES ARE SECURED BY HANGERS, PROVIDED AND INSTALLED S _ � NON-FUSED DISCONNECT SWITCH ���� DEMOLITION HATCHING � 12 ELECTRICAL ITEMS AFFECTED BY REMODEL WORK ARE SHOWN ON DRAWINGS ALONG WITH EXISTING NOTIFY ELECIRICAL ENGINEER IMMEDIATELY. AS REQUIRED. 4 FOUR (4) WAY WALL SNAP SWITCH ELECTRICAL INSTALLATION. EXISTING ELECTRICAL 5HOWN IS NOT NECESSARILY ALL-INCLUSIVE. ' RETAW CIRCUIT CONTINUITY FOR EXISTING ELECTRICAL EQUIPMENT, FIXTURES, AND DEVICES THAT ARE 2. FLEX CONNECTIONS FROM WALL, POWER POLE OR FLOOR POKE-THRU FITTINGS TO MODULAR F�JRNITURE 21. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL NEW FIXTI�RES FROM THE GRID FUSED DISCONNECT SWITCH ITEMS SHOWN IN A HEAVY LINEWEIGHT TO REMAIN. SUCH EQUIPMENT SHALL BE RECONNECTED TO EXISTING CIRCUITS OR NEW CIRCUIT(S) AS ELECTRIFIE� BASES. COORDINATE ALL CONNECTION LOCATIONS WITH FURNITUR� SUBCONTRACTOR PRIOR TO SUPPORT SYSTEM. Sk KEY SWITCH � � � INDICATES NEW WORK TO BE DONE INDICATED ON DRAWINGS. IF SUFFICIENT CIRCUITS ARE NOT AV�ILABLE FOR CONSTRUCTION REMODEL ROUGH-IN. ELECTRICAL CONTRACTOR TO MAKE FINAL ELECTRICAL CONNECTIONS TO FURNITURE SYSTEMS. OR THE CIRCUIT IS BEING OVERLOADED, CONTAC� ENGINEER IMMEDIATELY. 22 WHERE LIGHT FIXTURE LOCATIONS INTERFERE WITH DUCTWORK OR CEILING SUPPORTS, 3 3 • � T R -WAY � DISCONNECT WITH STARTER 3. ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL EXISTING RELOCATED ELECTRICAL OU?LETS FUNCTION RE!OCATE SUPPORTS. IF IMPOSSIBLE, CONT,�CT OWNER OR ARCHITECT. USE END GANGED SWITCHES, SINGL�, H EE .I � � � J ITEMS SHOWN IN A LIGHT LINEWEIGHT 13. CONTRACTOR SHALL REMOVE ALL SWITCHES, TELEPHONE OUTLETS, AND ELF_CTRICAL OUTLETS PROPERLY. REPLACE DAMAGED RECEPTACLES OR iNIRING WITH NEW WHERE REQUIRED. CONNECT�R LIGHT FIXTURES UNDER L�W QUCTWORK. � � I�JDICATES EXISTING i0 REMAIN SCHEDULED FOR DEMOLITION. A�L UNUSED POWER 'v'JIkING SHALL BE RtMOVED BACK TO ELECTRICAL `/-� MOTOR PANEL FEEDING THE CIRCUIT. THE SPARE CIRCuIT BREAKER SHALL 6E SWITCHED TO THE "OFF" 4. BACK-TO-BACK OUTLETS IN THE SAME WALL AND THRU-WALL TYPE BOXES ARE NOT ?ERMITTED. PRO`.IDE 23. ALL BUILDING STANDARD LIGHT FIXTURES AND EXIT SIGNS NOT BEING REUSED SHALL BE �Q THERMAL OVERLOAD MOTOR SWITCH V` � POSI110N AND NOTED ON P.4NEL DIRECTORY AS SPARE. NIPPLE (LENGTH AS REQUIRED) TO OFFSET �OR ALL OUTLETS SHOWN ON OPPOSITE SIDES OF A COMMON WALL RE7U�'NED TO BUILDING OWNER FOR FUTURE USE. � r--�� ITEMS SHOWN IN A DASHED LIGHT TO MINIMIZE SOUND TRANSMISSION. RAISE/LOWER WALL SWITCH FOR MOTORIZED yFp VARIABLE FREQUENCY DRIVE �� � �� � LINEWEIGHT INDIC.ATES EXISTING TO BE . 14. ELECTRICA� CONTRACTOR SHALL BE RESPONSIBLE FOR RINGING OUT ALL CIRCUITS WHICH ARE OR MAY 24. ALL NEW BALLASTS SHALL BE ELECTRONIC AND 1p% THD, UNLESS OTHERWISE DIRECTED BY SR PROJECTION SCREEN � �-`===J REMOVED. BE AFFECTED BY THIS PROJECT, TO ENSURE CIRCUIT CONTINUITY AND TO PREVENT OVERLOADWG OF 5. PRIOR TO CORE DRILLING THROUGH FLOORS, VERIFY CLEARANCE OF BEAMS, DUCTWORK, ETC. IN CEILING SPACE BUILDING ENGINEER OR BUILDING MANAGEMENT W WRITTEN FORM. ANY SINGLE CIRCUIT. MAXIMUM OF NINE (9) RECEPTACLES SHALL BE CONNECTED TO A 20-AMP T AN R R AR IN SLAB. COORDINATE WITH BUILDING MANAGEMENT TO Y MOTION SENSOR FOR LIGHTING CONTROL BELOW AND X-RAY FOR CONDUI D/0 EB Q CIRCUIT UNLESS OTHERWISE NOTED OR A MAXIMUM OF 16-AMPS SHALL BE CONNECTED TO A 20-AMP M NANT W OF S HEDULING FOR CORE DRILLING F,ND TO ADVISE CONCERNING PROTECTION OF ANY 25. IF APPLICABLE TO THE BUILDING STANDARD EMERGENCY LIGHIING AND EXIT SIGN CIRCUITING ABBREVIATIONS INFOR TE BELO C CIRCUIT. CONTRACTOR SHALL ENSURE THAT CIRCUITS SHARED BETWEEN PROJECT AREA AND EXISTING SENSITIVE E UIPMENT PRIOR TO COMMENCEMENT OF WORK. ALL X-RAYS AND CORE DRILLS MUST BE REQUIREMENTS, REPLACE ALL EXISTING BATTERY PACKS FOR EXISTING AND RELOCATED TENANT SPACES REMAIN INTACT PER ORIGINAL DESIGN INTENT. REMOVE ALL EXISTING BRANCH Q LIGHT FIXTURES AND EXIT SIGNS WITH 90-MINUTE BATTERY PACKS IN THE REMODELED NEW OR RELOCATED CIRCUIT RUN CONCEALED IN SCHEDULED FOR AFTER NOURS UNLESS BUILDING MANAGEMENT AUTHORIZES DIFFERENT HOURS. FIRE ALARM BC BLANK COVERPLATE CIRCUIT CONDUCTORS OF CIRCUITS REUSED ELSEWHERE. REMOVE JUNCTION BOX COVER PLATES WITH AREA. IF NEW FIXTURES OR EXIT SIGNS ARE REQUIRED, ENSURE BATTERY PACKS ARE WALL OR CEILING INACCURATE PANEL/CIRCUIT IDENTIFICATION AND REPLACE WITH NEW COVERS REFLECTING ACCURATE � PROVIDED. BATTERY PACKS SHALL BE INSTALLED AND CONNECTED TO A NON-SWITCHED 6. FOR EXISIING FLOOR-MOUNTED DEVICES (POKE-THRU S) BEING ABANDONED, REMOVE EXISTING DEVICES, PANEL/CIRCUIT INFORMATION. REFER TO DETAIL NOTES ON PLANS WHICH APPLY TO WORK TO BE HOT LEG"OF LIGHTING CIRCUIT SERVING THE RESPECTIVE AREA AND PER N.E.C. CIRCUIT RUN, EXISTING TO REMAIN PERFORMED UNDER THIS CONTRACT. ALL UNUSED CIRCUITS THAT ARE SPARES SHALL BE TURNED CONDUIT, AND ASSOCIATED WIRING BACK TO POINT OF ORIGIN. MAWTAIN CIRCUIT CONTINUITY FOR REMAINING REQUIREMENTS. OO S SMOKE DETECTOR (E), E EXISTWG OFF AND LABELED AS SPARES ON REVISED PANEL DIRECTORIES. DEVICES, IF REQUIRED. PROVIDE A FIRE-RATED PLUG AND FLUSH ABANDONMENT KIT. COORDINATE WITH BUILDWG MANAGEMENT TO INFORM TENANT BELOW PRIOR TO COMMENCEMENT OF WORK. ALL WORK WITHW FIRE ALARM 15. WHEN bEVICES ARE REMOVED FROM EXISTWG WALLS OR FLOORS RETAW CIRCUIT CONTINUITY FOR EXISTING TENANT SPACE(S) SHALL BE PERFORMED OFF HOURS UNLESS BUILDING MANAGEMENT AUTHORIZES �, GENERAL CONTRACTOR SHALL SOLICIT BIDS FROM BUILDING OWNER'S DESIGNATED FIRE � THERMAL DETECTOR � CIRCUIT RUN TURNEQ UP (N), N NEW DIFFERENT HOURS. � REMAINING DEVICES THAT ARE AFFECTED. ENSURE ALL EXISTING AND NEW ELECTRICAL DEVICES ARE ALARM CONTRACTOR FOR DESIGN AND INSTALLATION OF AN APPROVED FIRE ALARM SYSTEM ; FULLY FUNC110NAL AND DEVICES WHICH SHALL COMPLY WITH ALL APPLICABLE CODES AND ALL REQUIREMENTS 7. 120V ISOLATED GROUND RECEPTACLES - HUBBELL N0. IG5262 (ORANGE COLOR RECEPTACLE). CONNECT OF AUTHORITIES HAVING JURISDICTION. GENERAL CONTRACTOR TO VERIFY WITH BUILDING �� DUCT DETECTOR -� CIRCUIT RUN TURNED DOWN (R), R RELOCATED 16. FOR DEVICES OR JUNCTION BOXES, LOCATED IN WALLS, THAT MUST REMAW IN PLACE FOR CIRCUIT RECEPTACLE GROUND WITH AN INSULATED GROUND WIRE BACK TO THE ISOLATED GROUND BUS IN PANEL MANAGEMENT CONCERNWG DESIGNATED FIP.E ALARM CONTRACTOR PRIOR TO BIDING. � � V CONTINUITY, PROVIDE BLANK COVER PLATES TO MATCH NEW/EXISTING COVER PLATES. FOR ALL BOARD. EQUIPMENT GROUND SHALL ALSO BE PROVIDED AND CONNECTED PER N.E.C. REQUIREMENTS. nnD � OTHER UNUSED JUNCTION BOXES, REMOVE WIRING AND PROVIDE BLANK COVER PLATE, OR COORDINATE ISOLATED AND EQUIPMENT GROUND BUS BARS SHALL BE CONNECTED PER N.E.C. REQUIREMENTS. 2. REQUIRED MODIFICATIONS TO EXISTING FIRE ALARM SYSTEM SHALL BE PROVIDED ON A O MANUAL PULL STAl10N -�F. UNDERFLOOR CIRCUIT UNO UNLESS NOTED OTHERWISE INC. WITH GENERAL CONTRACTOR FOR PATCHING OF WALL TO MATCH ADJACENT WALL FINISH PER DESIGN/BUILD BASIS BY FIRE ALARM CONTRACTOR. PRIOR TO BIDDING, FIRE ALARM HADJIANDASSOCIATES DIRECTION OF ARCHITECT. 8. SAFETY DISCONNECT SWITCHES - HEAVY DUTY TYPE, RATED FOR MOTORS OR HEATING AS INDICATED ON CONTRACTOR SHALL FIELD VERIFY EXISTING FIRE ALARM SYSTEM CAPABILITY AND FIRE PLANS; STANDARD ENCLOSURE INDOORS AND WEATHER-TIGHT NEMA 3R ENCLOSURE OUTDOORS, FUSED OR ALARM DEVICE LOCATIONS IN THIS SCOPE OF WORK. IF REQUIRED BY LOCAL JURISDICTION, Q"F' FIREMAN'S PHONE JACK -�� UNDERGROUND CIRCUIT NIC NOT IN CONTRACT CONSU�TINGENGINEERS 17. WHERE EXISTING DEVICES CONFLICT WITH NEW WALL CONSTRUCTION, RELOCATE OR REMOVE EXISTING NON-FUSED AS REQUIRED. FUSE SIZES TO BE AS RECOMMENDED BY EQUIPMENT MANUFACTURER. FIRE ALARM SYSTEM SHALL BE UPGRADED TO MEET CURRENT CODES. FIRE ALARM 1825 Lawrence Street,Suite 200 DEVICE AND REWORK CIRCUITRY AS REQUIRED T0 MAINTAIN CIRCUI? CONTINUITY. COORDINATE FINAL ELECTRICAL CONTRACTOR SHALL PROVIDE SAFETY DISCONNECT SWITCHES FOR ALL MECHANICAL EQUIPMENT, CONTRACTOR SHALL PREPARE AND SUBMIT ALL SHOP DRAWINGS AND EQUIPMENT Denver,Colorado 80202 DIRECTIVE WITH ARCHITECT PRIOR TO DEMOLITION. EXCEPT WHERE OTHERWISE SPECIFICALLY INDICATED ON MECHANICAL PLANS. (REFER TO MECHANICAL PLANS BROCHURES TO ALL AUTHORITIES HAVING JURISDICTION, SUCH AS FIRE DEPARTMENT, ,� � FIRE ALARM REMOTE INDICATING LIGHT; WALL, CEILING � CONDUIT CAP AFF ABOVE FINISHED FLOOR Phone: 303-293-3800 AND EQUIPMENT SCHEDULES FOR OTHER REQUIREMENTS.) WHERE FUSED DISCONNECTS ARE U11LIZED, FUSE BUILDWG DEPARTMENT, ETC., AS REQUIRED, FOR REVIEW AND APPROVAL CONTRACTOR Fax: 303-293-3884 _ 18. ELECTRICAL CONTRACTOR SHALL PROVIDE JUNCTION BOXES, NEW CONDUIT AND WIRING AS REQUIRED SIZE SHALL BE VERIFIED WITH MANUFACTURER'S CUT SHEETS AND UNIT NAMEPLATE DATA WHEN UNIT ARRIVES SHALL ALSO PROVIDE THE ENGINEER WITH ONE (1) SET OF DRAWINGS, CALCULATIONS AND E-maiL• HadjiC�HadjiEngr.com FIRE ALARM HORN �r'-'�► HOMERUN TO PANEL AFG ABOVE FINISHED GRADE TO REPAIR, REROUTE AND RECONNECT CONDUCTORS THAT ARE DAMAGED, DISTURBED OR OTHERWISE ON SITE OR AS REQUIRED BY LOCAL CODE AND ORDINANCES. SHOULD FUSE REQUIREMENTS BE OTHER THAN EQUIPMENT SUBMITTALS, FOR HIS REVIEW AND RECORDS. � Hadji Job No: 06082.06 ADVERSELY AFFECTED BY THE DEMOLITION AND REMODEL WORK. SHOWN, NOTIFY ENGINEER IMMEDIATELY. COPYRIGHT2007-HADJI�ASSOCIATES,INC. 3. IF REQUIRED, RELOCATE EXISTING SMOKE DETECTORS, REMOTE INDICATOR LIGHTS, FIRE i FIRE.ALARM HORN AND STROBE LIGHT - AC ABOVE COUNTER m„o���m�i,e��,�.,�eoso�aa�.s,,�r�,v��,s:„��,n„o,�dh�,c;�, 19. ALL EXISTWG, NEW AND RELOCATED MATERIALS INSTALLED IN CEILWG PLENUM SHALL BE U.L LISTED 9. ELECTRICAL PANELS - DOOR-IN-DOOR TYPE WITH QUICK-MAKE, QUICK-BREAK CIRCUIT BREAKERS AND ALARM HORNS AND STROBES, SPEAKERS, ETC., BASED ON REMODELED AREA MODIFICATION. � ONE LINE os��,,�„�ma,,,��P,a,��a�o�,,;�F�d��,�E�,�,,�,�G1eC�,,, FOR PLENUM INSTALLATION. LOW VOLTAGE CABLE AND CONDUCTORS NOT ENCLOSED W CONDUIT ' PROVIDED WITH FULL SIZE GROUND BUS AND NEUTRAL BUS. ALL BUSES SHALL BE COPPER UNLESS RECONNECT RELOCATED DEVICES TO EXISTING SYSTEM AS REQUIRED. ALL NEW FIRE ALARM ��n,ro�m� ,�:�:���� r�fti���r: ��a��h��:���or ���,�,��u�.,,.�«. SHALL BE U.L. CLASS I RATED, WITH INSULATION MEETING NON-TOXICITY REQUIREMENTS. OTHERWISE NOTED. IF REQUIRED, PROVIDE A FULL SIZE ISOLATED GROUND BUS BAR AND CONNECT PER N.E.C. DEVICES SHALL BE -0F THE SAME MANUFACTURER AS THE EXISIING DEVICES AND SHALL BE � � � RE UIREMENTS. REFER TO ELECTRICAL ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION. LOAD CENTERS COMPATIBLE WITH EXISIING FIRE ALARM SYSTEM. PROVIDE ALL ADDITIONAL CONDUCTORS, �p'�O� FIRE ALARM STROBE LIGHT; WALL, CEILING ��� GROUND EC ELECTRICAL CONTRACTOR Q 20. ' SPLICES IN WIRE SIZES #8 AWG AND SMALLER SHALL BE MADE WITH INSULATED SPRING TYPE WIRE ARE NOT ALLOWED AND WILL BE REPLACED BY THE ELECTRICAL CONTRACTOR, AT THEIR EXPENSE IF THE LOAD ZAM'S, IAM'S AND OTHER EQUIPMENT NECESSARY IN ORDER TO EXPAND SYSTEM AS ARCHITECT CONNECTORS, "SCOTCHLOK". SPLICES IN LARGER WIRE AND CABLES SHALL BE MADE WITH INDENT CENTERS ARE INSTALLED. REQUIRED. PROVIDE SYNCHRONIZING MODULES FOR STROBES. - IF REQUIRED, REPLACE CONNECTORS APPROV D FOR THE PURPOSE. ALL INSULATING TAPE USED ON 600 VOLTS AND LESS EXISIING FIRE ALARM DEVICES THAT ARE NOT CURRENTLY BUILDING STANDARD OR S FIRE ALARM SPEAKER M� METER MC MECHANICAL CONTRACTOR E � � SHALL BE 3-M #88 OR PLYMOUTH SLIPKNOT GRAY. 10. CIRCUIT BREAKERS - MOLDED CASE TYPE WITH THERMAL MAGNETIC TRIPS. FRAME SIZE, NUMBER OF POLES, COMPATIBLE WITH NEW BUILDING STANDARD FIRE ALARM DEVICES. PRIOR TO PURCHASWG o AND TRIP SETTING AS SHOWN ON PLANS OR SCHEDULES. FIRE ALARM DEVICES, PROVIDE CUT SHEETS, SHOP DRAWINGS AND SEQUENCE OF ❑ � ; � o H ANA V T N BUREAU FOR THEIR APPROVAL AND S FIRE ALARM SPEAKER WITH STROBE LIGHT; CEILING G GC GENERAL CONTRACTOR [--� � 21. UNLESS OTHERWISE INDICATED, ALL WIRING FOR BRANCH CIRCUITS SHALL BE N0. 12 AWG WHEN OPERATION TO BUILDING M GEMENT FIRE PRE EN 10 � UG GENERATOR �, �, m o � � PROTECTED BY A 15 OR 20 AMP CIRCUIT BREAKER. IF DISTANCE FROM PANEL TO FIRST ELECTRICAL 11. TRANSFORMERS - ALL CLEARANCES SHALL BE MAINTAINED PER NEC REQUIREMENTS. ELECTRICAL TO ENGINEER FOR HIS REVIEW. � � U W o d � „ � °° DEVICE IS 75 FEET OR GREATER FOR 120 VOLT CIRCUITS OR 150 FEET OR GREATER FOR 277 VOLT CONTRACTOR SHAL� FIELD VERIFY FINAL LOCATION, HEIGHT RESTRICTIONS AND CLEARANCES PRIOR TO � o = � ^ N N ITY MPATI L � FIRE ALARM SPEAKER WITH STROBE LIGHT; WALL WP WEATHERPROOF ❑ E"' � _ � � M M CIRCUITS, N0. 10 WIRING SHALL BE INSTALLED. PURCHASWG TRANSFORMERS THAT ARE INDICATED T0 BE MOUNTED IN PLENUM SPACE OR CEILING MOUNTED. 4. Pf�OVIDE NEW BUILDING STANDARD FIRE ALARM STROBES, ADA HIGH I TE S , CO B E T TRANSFORMER � � � .-. M o FLOOR MOUNTED TRANSFORMERS SHALL BE MOUNTED ON 4° HOUSE KEEPING CONCRETE PAD. PROVIDE AND �lVITH EXISTING OR NEW FIRE ALARM SYSTEM. MODIFY EXISTING ALARM CIRCUIT � Z � � 3 x = A FI A A M PAN L P MAN UF AC T U R E R'S R E U I R E M E N T S. M O U N T ❑ x � � ° 3 LL y 22 FLOATING CONDUIT GROUNDS ARE NOT ACCEPTABLE. ENSURE ALL FEEDERS (NEW AND EXISTING) ARE INSTALL ALL TRANSFORMER ON KORFUND ELASIIC-RIB VIBRATION PADS. CONDUCTORS ND RE L R E ER Q � S PUBLIC ANNOUNCEMENT SPEAKER GFI GROUND FAULTINTERRUPT U PROVIDED WITH APPROPRIATELY-SIZED INSULATED GROUND WIRE, WHETHER NOTED OR NOT. IF NOTED, STROBES +80° A.F.F. OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. REPLACE EXISTING O T PAD MOUNTED TRANSFORMER o ' STROBE LIGHTS WITH NEW BUILDWG STANDARD COLOR STROBE LIGHTS AND ENSURE ALL � � THE ELECTRICAL CONTRACTOR IS REQUIRED TO USE THE SIZE OF GROUND WIRE INDICATED ON 12. ALL E�ECTRICAL PANEL BUS BARS AND TRANSFORMER WINDINGS SHALL BE COPPER UNLESS OTHERWISE NOTED � = i DRAWINGS. THE GROUND WIRE SHALL BE CONNECTED FROM THE ELECTRICAL PANE� GROUNDED BUS STROBE LIGHTS ARE SYNCHRONIZED. � ,� OR DIRECTED BY OWNER/ENGINEER. FACP , FIRE ALARM CONTRO� PANEL UG UNDERGROUND °�' BAR TO THE ELECTRICAL DEVICES. ENSURE FULL SIZE GROUND BUS HAS BEEN INSTALLED PER N.E.C. � Z } g W EXISTING ELECTRICAL PAN LS. IF R UIRE PROVIDE GROUND BUS BAR KIT AND CONNECT AS � 5. FIRE ALARM CONTRACTOR SHALL FURNISH DUCT DETECTORS 120V OR 24V , WITH REMOTE � ' E EQ D, 13. PROVIDE BUILDING STANDARD MANUFACTURER S FOR ALL NEW ELECTRICAL PANELS, TRANSFORMERS, � ,. � _ � �T� � , ELECTRICAL PANEL O _ REQUIftED PER N.E.C. ARTIGLE 250. ItJDICAllNO LIGIIT AND TC�T �WITCII, ror. ALL MCCIIA�JICAL AIR MOWING JYJ�1_MJ WIICRC cr� � DISCONNECT SWITCHES, ETC. NO EXCEPTIONS WILL BE TAKEN. VERIFY MANUFACTURER WITH BUILDWG REQUIRED BY CODE OR LOCAL AUTHORITIES. DETECTORS SHALL BE OF THE SAME Q FIRE ALARM ANNUNCIATOR PANEL UF UNDERFLOOR ¢ ENGINEER PRIOR TO PURCHASING. Z � € � 23. THE CONDUIT SYSTEM AND ALL CONDUCTOR ENCLOSURES SHALL BE SECURELY BONDED TOGETHER. MANUFACTURER AS EXISTING OR NEW FIRE ALARM SYSTEM. MECHANICAL CONTRACTOR - f ENSURE EXISTING AND NEW CONDUIT ARE SUPPORTED SEPARATELY FROM BUILDING STRUCTURE AND SHALL INSTALL DETECTORS FOR FAN UNITS IN THE MECHANICAL DUCTWORK TO FACILITATE � �_ �' N ' 14. ALL 125V, SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLES EXISTiNG OR INSTALLED NEW W KITCHENS/FOOD -0 o- CIRCUIT BREAKER O PER N.E.C. REQUIREMENTS. MOTOR SHUTDOWN UPON DETECTION AF SMOKE. ELECTRICAL CONTRACTOR SHALL YS MAIN FLOW SWITCH EPO EMERGENCY POWER OFF PREPARATION AREAS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-0" OF SINK SHALL HAVE HARDWIRE DETECTOR TO THE FAN MOTOR (THROUGH A POWER-INTERRUPTING RELAY) FOR ~ _ GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. REQUIREMENTS. 24. OUTLET BOXES SHALL BE GALVANIZED PRESSED STEEL, 4" SQUARE X 1-1/2° DEEP MINIMUM, WITH SHUTDOWN UPON DETEC110N OF SMOKE; AND IF REQUIRED BY CODE, THE FIRE ALARM U` REQUIRED DEVICE RINGS. SECURE BOXES WITH BAR HANGERS RAYCO 90� SERIES . ADD CONTRACTOR SHALL CONNECT TO FIRE ALARM SYSTEM AS TROUBLE ALARM. COORDINATE Q FLOW SWITCH ADA AMERICANS WITH DISABILITIES ACT � 15. LABEL ALL RECEPTACLES WITH PANEL DESIGNAl10N AND CIRCUIT NUMBERS ON COVER PLATES. LABELS SHALL SINGLE-GANG RING FOR ALL NEW COMMUNICATIONS OUTLETS. ( ) „ ALL REQUIREMENTS AND SPECIFICATIONS WITH BUILDING ENGINEER OR BUILDING FIRE ALARM SWITCH; FUSED SWITCH ' BE SELF-ADHESIVE TYPE, DYMO LABELS OR APPROVED EQUAL WITH MIN. 1/8 HIGH LETTERWG. REPRESENTAl1VE. SUBMIT DRAWINGS AND EQUIPMENT CUT SHEETS FOR ENGINEER'S REVIEW 25. ALL PENETRAl10NS MADE IN CORE WALLS AND FLOORS FOR THE PURPOSE OF ROUTWG ELECTRICAL , AND FIRE DEPARTMENT APPROVAL a TAMPER SWITCH p p HP HORSEPOWER SERVICES OR TELEPHONE DATA CABLES SHALL BE FIRE STOPPED ONCE SERVICE CONDUITS, SLEEVES, 16. ALL DEDICATED COMPUTER CIRCUITS SHALL BE INSTALLED WITH N0. 10 WIRING (HOT, NEUTRAL AND INSULATED 1 1 S T A M P � - OR CABLES ARE IN PLACE. EACH TRADE SHALL BE RESPONSIBLE FOR SEALING AFTER CONDUIT OR GROUND). NEUTRAL AND INSULATED GROUND WIRING FOR COMPUTER CIRCUITS SHALL NOT BE SHARED WITH SECURITY CABLING HAS BEEN INSTALLED. OFFICE EQUIPMENT OR GENERAL POWER. COMPUTER CIRCUITS THAT ARE NOT CONNECTED TO THE SAME 1. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR .;,� PHASE WILL BE ALLOWED TO BE CONNECTED TO THE SAME NEUTRAL AND GROUND ONLY. PROVIDE A ALL JUNCTION BOX ROUGH-INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS �� �m fb�� 26. ELECTRICAL ROOMS AND AREAS AFFECTED BY THIS REMODEL MUST BE LEFT CLEAN ON DAILY BASES. SEPARATE NEUTRAL AND GROUND WIRE FOR COMPUTER AND GENERAL POWER W EACH RACEWAY. FLOATING FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH-IN. THE FIRE ALARM � . � `��.�� ,, CONDUIT GROUNDS ARE NOT ACCEPTABLE. PROVIDE SEPARATE EQUIPMENT GROUNDING CONDUCTOR IN EACH CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING �'r�� ' `� " -�� �' �.. 27. ALL EMT, FLEX AND MC FITfINGS SHALL BE STEEL NO DIE-CAST ZWC OR OTHER MATERIAL WILL BE RACEWAY PER NEC 250. SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE ,�� ALLOWED UNLESS OTHERWISE APPROVED BY CHIEF BUILDING ENGINEER W WRITTEN FORM. DEPARTMENT. � ,� ` �� � ' �a �� � � ���� � , J'�� ���'f���1.�� �4.� �'� �� ��������` OC� d � 2007 ISSUES / REVISIONS 7/11107 FOR PERMITICONST. (13I07 ADDENDUM N0. 1 8130107 ADDENDUM N0. 2 8123I07 ASI N0. 1 118107 ASI N0. 2 - HVAC PIPING 0103/07 ASI N0. 3 r, .3 � g i° SHEET TITLE LEGEND & NOTES j SHEET NUMBER , 6 � � . . . . . . . . . FilePalh:C:IOOCUME-ltrnaganLLOCALS-S1TempWcPuhtish_14401E-0_06082.O6LEGENDBNOTES.dwg . � ... � . � . � .. � . . . � �� .. � . � . � . . . . . .... . . . . . � � . . . � . . . . . . . . . �. . . . . . . �. � . . � . . . � . . . � . . . � � . . . .. . . . . . . .. � . . . � � . .�� ... � . � . . � . . . � . . � . � � . . . . . . . � � . . � .. . . . � . . � . � . . . . .. . . � � � . � . . . 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JGJA. , � ) , ALL DRAWN AND WRITTEN INFORMATION APPEARING, y `,, HEREIN SHALL NOT BE , ,, MODIFIED�DUPLICATED, `, DISCLOSED,USED FOR � �� (E) PANEL PP ANOTHER PROJECT OR ,. 6 6 � 3 OTHERWISE USED WITHOUT ° THE WRITfEN CONSENT AND ..._..--�-- _�_ .� INDEMNIFICATION OF JGJA. � � b 1 o , o a o T o 0 0 � � � , �----� �------� �. ; :� � �.� � � AC.G I / 3 5 8 C ` q M q ��) � / C ; M 1 M PPA-6, Tl'P � � � � � CEILING r y MOUNTED ; ��"�'�� OCCUPANCY � j � �I��-., ,J ,�''"��.` , J � � a.�_- � J SENSOR (TYP) 5 � (TYPICAL) � C � '�`` � ,,�`''�� s �: i s , �/J PP-17,19,21 � � � � frr � � '� � B ,f M � 30/3 �� r� � ` � � L� � ��./� ��`P) DISCONNECT ;Zf� GFI �, � �=_==_� 2 SWITCH W/ 15A �M. $ � FRN FUSES. �� 7 a 7 �.�� C ` �/� � � 4 ' � ` ❑ PP-23 � � � � : �� ( . TO � V J � � ` � � , �--Q=Q=u - � .� ��� i J 3 � � O Q� � � � � �� � ' � �L � C C C P -2 / � �,:� J (1.�,P 3 ! � � � � ' PPA 1 W > O l� _ � ,,.- �/ -- --- r-- � � � � AC '� � � 8 � GFI � � � .� � � (TYP) � � � '"` \ ` .'F"� L MAU-1 � W � O M � �- �' 1 120V, 1�,� � � C� r 1/2HP � � , ,, � �,.0 s c� �--�� „_ � 3 N) PANEL �J.-='f . . . . . . . . . � � . . � � . . . . . . � � . . � . � . � � . . . . . . . �. �. . . . � . . . . � „PPA" � � Q " � r'� �� ' �. -__ E` � J � O •� i / \� To l � i�I \ W M � , � � I ,�f \`� . ! 3 MUA-1 � � � � � 120V., 1 b, 1 PPA-11 1� O � M i 1/2 HP I � ,� ,� r / � � J (�' `�; � ��� ,i PPA-9 J / '�. ` �.��. _� ( ``, 3 ���� ---___---''f� 6 / AC�GFI J . . � i � � � � . . � . � � . . . . . . � . � 5 PPA-5 � - � . -___---- � : 4 PPA-3�7 I I � �� � ��, � (TYP) � � � ` PPA-4 � � �. _. _.__ : � 2 (np) � 3 � PPA-13�15 ��� I - fi � $ � � ,`��/ i _____ ___._.__ _ -___ __,�__ 1 ._L _ � __ � ��__._� f / � 0 ( ' - -� ' i I .----._,;.� � � _ ___.��._ ____-----_.__�. _ _�. _ :�__�_..�� I ' L� _ - ----..� �__ _ ---------� �--- 1 � _ ^ EBBH-1 ,�`�_ E /�, � �E� �E) �1 .�E) 1 (E) F/ 208V., 1�b, , 7 _� _.__._ _�_.._ � 1126 W '� ; ..__._ .�..______-___.�.__.._-____� � -� \ L -1 � j ( - - � � i � � I i l � � N . N 1 LIGHTING PLAN POWER PLAN ,� I SCALE 1/4" = 1'-0° � SCALE 1/4" = 1'-0° 0 1� 2� 4, 8' 16� 0 1� 2, 4, 8� 16� �V D � nn INC. HADJI AND ASSOCIATES OCCUPANCY SENSOR NOTES: O LIGHTING DETAIL NOTES: NOTES: O POWER DETAIL NOTES: ;825u�wreNcNeStreet.s��te2oa Denver,Colorado 80202 1. DUP X T T F MP PR I A H FFMAN AN NN T Phone: 303-293-3800 FOR CEILING MOUNTED SENSORS WILL BE BOTH PASSIVE INFRARED AND ULTRA 1. ALL FIXTURES SHOWN SHADED AND EXIT LIGHTS SHALL BE CONNECTED TO THE 1. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB AND EQUARE TO WALL 13. ALL CIRCUIT BREAKERS THAT ARE SPARES SHALL BE TURNED OFF AND SHALL BE LE OU LE OR CONDENSATE PU , OVDE 0 BOX D CO EC SONIC (DUAL TECHNOLOGY) WATT STOPPER MANUFACTURE, SERIES 305 AND FOR 120V EMERGENCY LIGHTING CIRCUIT SERVWG THIS FLOOR. ELECTRICAL MOUNTED ON. MARKED ON THE REVISED PANEL DIRECTORIES. TO UNIT, WITHOUT RUNNING CORD EXPOSED IN THE AIR PLENUM. Fax: 303-293-3884 WALL MOUNTED SENSORS WILL BE PASSIVE INFRARED WATI' STOPPER MANUFACTURE, CONTRACTOR SHALL PROVIDE ADDITIONAL JUNCTION BOXES AND CONDUIT W E-mail: HadjiC�HadjiEngr.com SERIES WS-2a0. CEILING SPACE FOR EXTENDING 120V EGRESS/EXIT EMERGENCY LIGHTING CIRCUIT 2 ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A 14. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION 2. EF-1, J5 HP, 208V, 3D, 60HZ. PROVIDE APPROPRIATE DISCONNECT MEANS FOR Hadji Job Na 06082.06 AS REQUIRED. NOTIFY BUILDING ENGINEER IF LOAD EXCEEDS 16 AMPS PER 20 CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATLEY. ASSOCIATED TO THIS PROJECT. EXHAUST FAN. CONNECT AS REQUIRED AND COORDINATE EXACT LOCATION AND COPYRIGHT2007-HADJI&ASSOCIATES INC. FOR A FULLY FUNCTIONAL SYSTEM AND ADDITIONAL INFORMATION, PLEASE CONTACT AMP CIRCUIT. TYPICAL FOR ALL EGRESS EXIT FIXTURES. REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. MECHANICAL ' . � � � � � . � . � � � . / � . . . .� � � �� � � . � . .. � iFU;tictum>_�I,antl the`tleos antl des.en ec^cepts ncorpa�aied he�c'n TOM SEYMOUR AT MH LIGHTING, 303-573-0222 3. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS, LOCATIONS, AND 15. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN CONTRACTOR TO PROVIDE EXHAUST FAN. ELECTRICAL TO PROVIDE DISCONNECT a,o,��d�«me����P-�F�a�,a�,�e.�a�,G�cP�s��.�wti��E�,�, FINISHES OF ALL LIGHT SWITCHES PRIOR TO ROUGH-IN. FOR ELECTRICAL EQUIPMENT DEVICES CIRCUITWG ETC. ARE APPROXIMATE. SWITCH AND INSTALL AS REQUIRED. Po�.ro�meo�o�>�mN��°�At':�'iniE"n4w�n>.,a.�hd�.�na�or 2. PROVIDE NEW LED EXIT SIGNS (WHITE BACK GROUND/GREEN LETTERS) OR � EVERY EFFORT HAS BEEN MADE ON THE PART OF THE MANUFACTURER TO INDICATE X T XIT I N TYP W ELECTRICAL CONTRACTOR IS�RESPONSIBLE FOR COORDINATWG EXACT DEVICE CURRENT BUILDING STANDARD. COORDINATE E AC E S G E ITH THE PROPER SELECTION OF THE PRODUCT AND MOUNTING LOCATIONS. FINAL 4. ELECTRICAL CONTRACTOR IS TO ENSURE THAT CIRCUITS BEING USED IS REMODELED LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK 3. REWIRE EXISTING RESTROOM RECEPTACLES TO HAVE GROUND-FAULT BUILDWG CHIEF ENGINEER PRIOR TO ORDERING. ALL LOCATIONS OF THE EXIT ARCHITECT DETERMINATION OF CIRCUITING, VOLTAGE, AND QUANTITY OF POWER PACKS SIGNS SHALL BE COORDINATED WITH LOCAL AUTHORITIES. PROVIDE SIGNS IN AREA ARE NOT BEING SHARED WITH VACENT AREA. DISCONNECT CIRCUITS SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF"ARCHITECTURAL CIRCUIT-INTERRUPTER PROTECTION. REQUIRED, AND SETTING OF SENSITIVITY TIME ADJUSTMENTS ARE THE ADDITIONA LOCATIONS F RE IR D: BETWEEN AREAS PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL � L I QU E RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND OR COMMISSIONING AGENT. PLANS. : 4. EF-2, .25 HP, 115V, 1�, 60HZ. PROVIDE APPROPRIATE DISCONNECT MEANS FOR � �• 5. SUBMIT COMPLETE AS-BUILT ELECTRICAL DRAWINGS FOR INCORPORATION INTO EXHAUST FAN. CONNECT AS REQUIRED AND COORDINATE EXACT LOCATION AND MANUFACTURERS INSTALLATION INSTRUCTIONS SHOULD BE ADHERED T0. 3. PROVIDE (1) 26 WATT QUAD TUBE LAMP, 6 REGRESSED LENS FLUORESCENT cn Z ° � BUILDWG RECORDS. 16. LABEL ALL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBERS ON REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. MECHANICAL � �, m COORDINATE SETTING OF SENSITIVITY/TIME ADJUSTMENTS WITH CHIEF BUILDING DOWN LIGHT FIXTURE WITH 10% THD, ELECTRONIC AND UNIVERSAL VOLTAGE E-a - = s E ^ NGINEER PRIOR TO INSTALLATION. _ COVERPLATES. CONTRACTOR TO PROVIDE EXHAUST FAN. ELECTRICAL TO PROVIDE DISCONNECT �, �, a o m E , BALLAST, (PRESCOLITE CAT. # CFQ626EB ST602LWCL) OR EQUAL. SUBMIT � U w � �, ; 6. UP-TO-DATE AS-BUILT ELECTRICAL PLANS ARE NOT AVAILABLE FOR THIS SWITCH AND INSTALL AS REQUIRED. W � o o �, LIGHIING SUBMITTAL FOR ENGINEER REVIEW AND CHIEF BUILDING ENGINEER AND o � � BUILDING. INFORMATION FOR EXISTING CIRCUITY IS BASED ON EXISTING PANEL 17. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT N � = W ; 1. ALL SENSOR LOCATIONS ARE APPROXIMATE, REFER TO MANUFACTURER'S ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ORDERING. ❑ E"'' �, � DIRECTORIES, AVAILABLE DRAWINGS, AND ASSUMPTIONS. IF SIGNIFICANT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND 5. DISCONNECT EXISTING 75 KVA TRANSFORMER AND REMOVE FROM THIS LOCATION. � � �, o 0 INSTALLATION INSTRUCTIONS PRIOR TO WSTALLATION. DISCREPANCIES ARE FOUND THAT CANNOT BE EA51LY RESOLVED CONTACT THE - PROVIDE A NEW 75 KVA 1RANSFORMER AND INSTALL IN 1NE CENIRAL PLANT MAIN Z � � � x � �� � SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH IN. PROVIDE ❑ �, ^ 0 3 ,� �, 4. PROVIDE (2) 26 WATT QUAD TUBE LAMPS, 6 HORIZONTAL FLUORESCENT DOWN ARHITECT OR ENGINEER. ELECTRICAL ROOM. RECONNECT NEW TRANSFORMER AS INDICATED ON THE �' 2 ULTRASONIC CEILING MOUNT SENSORS REQUIRE TO BE LOCATED NO CLOSER DISCONNECT MEANS (FUSED OR NON-FUSED DISCONNECT SWITCHES), ETC. AS U � LIGHT FIXTURE WITH 10% THD, ELECIRONIC AND UNIVERSAL VOLTAGE BALLAST, ELECTRICAL ONE-LINE DIAGRAM. PRIOR TO INSTALLATION OF NEW TRANSFORMER, o REQUIRED BY THE MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS. �C, THAN 6 FEET FROM AIR SUPPLY/RETURN REGISTER AND NOT IN FRONT OF (PRESCOLITE CAT. # CFR626EB-ST372A) OR EQUAL SUBMIT LIGHTING SUBMITTAL 7. ANY LIGHT FIXTURES REMOVED IN THIS REMODEL AND NOT REUSED SHALL BE PROVIDE A 4" HIGH CONCRETE HOUSE KEEPING PAD AND MOUNT TRANSFORMER -0N = DOOR OPENWG. FOR ENGINEER REVIEW AND CHIEF BUILDWG ENGINEER AND ARCHITECT FOR ' � TURNED OVER TO THE BUILDING OWNER. 18. ELECTRICAL CONTRACTOR IS TO ENSURE THAT CIRCUITS BEING USED IS REMODELED ISOLATION VIBRATION PADS, RECONNECT NEW TRANSFORMER AS EXISTING AFTER � � REVIEW AND APPROVAL PRIOR TO ORDERWG. z AREA ARE NOT BEING SHARED WITH VACANT AREA. DISCONNECT CIRCUITS TRANSFORMER IS PROPERLY INSTALLED.' > 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY 8. REMOVE ALL EXISTING LIGHT FIXTURES IN REMODELED AREA. ALL LIGHT FIXTURES � SETTIDlGS AND MANUFACTURES RECONIMENDED PLACEMENT, FIELD VERIFICATION 5. NCW WALL �CONCC TO DC �CLCCTCD DY ARCIIITCCT. �UDMIT LIGIITING SUDMI7TAL 5t10WN ARE NEW. BETWEEN AREAS. O J ON CIRCUITS WITH RESPECT TO POWER PACK PLACEMENT. FOR ENGINEER REVIEW AND CHIEF BUILDING ENGINEER AND ARCHITECT FOR < ; Y REVIEW AND APPROVAL PRIOR TO ORDERING. 9. INSTALLAl10N SHALL CONFORM TO BASE BUILDING SPECIFICATION N.E.C. AND THE z ~ 4. C�NTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER x � LOCAL' BUILDING CODE. OF POWER PACKS. 6. DISCONNECT AND REMOVE EXISTING COVE STRIP LIGHTING AND REPLACE WITH NEW O o STRIP LIGHT, (2) 32 WATT T8 LAMPS, STRAIGHT-SIDED UTILITY CHANNEL 10. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON ~ _ A. ONE POWER PACK IS REQUIRED FOR EACH CIRCUIT TO BE CONTROLLE0. FLUORESCENT 57RIP FIXTURE WITH 10q THD, ELECTRONIC AND UNIVERSAL EXISTING CIRCUITS. � VOLTAGE BALLAST, (COLUMBIA CAT. # CS4-232-E68LHUNV) OR EQUAL. AND � B. MULTIPLE SENSORS CAN BE USED ON ONE POWER PACK. CHECK RECONNECT AS EXISTING. SUBMIT LIGHTING SUBMITTAL FOR ENGINEER REVIEW 11. ELECTRICAL CONTRACTOR SHALL REMOVE ALL ABANDONED AND UNUSED MANUFACTURES DATA SHEET FOR EXACT NUMBER. AND CHIEF BUILDING ENGINEER AND ARCHITECT FOR REVIEW AND APPROVAL PRIOR PHONE/DATA CABLING, CABLE SUPPORTS, CONDUIT, JUNCTION BOXES AND TO ORDERING. ASSOCIATED WIRING LOCATED IN THE CEILING SPACE BACK TO POINT OF ORIGIN. S T A M P C. CONTACT MANUFACTURE FOR REQUIREMENTS AND PROPER EQUIPMENT THE GENERAL CONTRACTOR SHALL COORDINATE THE APPROPRIATE CONTRACTOR „��... �,_� �_ SELECTIONS REQUIRED FOR MULTIPLE VOLTAGES (120V & 277V) BEING T. IF EXISIING DEVICES INTERFERES WITH NEW WALL CONSTRUCTION, RELOCATE FOR THE REMOVAL OF THE PHONE DATA CABLING. PRIOR TO DISCONNECTING � < - � CONTROLLED BY ONE SENSOR. DEVICE DOWN AND RECONNECT AS EXISTING. AND REMOVWG ANY EQUIPMENT, DEVICES OR CABLING, THE APPROPRIATE `" ' ~ � I A AN N AND CAN B REMO . ����c'f�'� �4 5. ELECTRICAL CONTRACTOR SHALL PROVIDE A SEPARATE PRICE FOR ALL CONTRACTOR SHALL ENSURE EQUIPMENT S B DO ED E VED � < : 8. PROVIDE (3) 32 WATT T8 LAMPS, 3° DEEP, 18 CELL PARABOLIC FLUOIRESCENT COORDINATE WITH OWNER / BUILDING MANAGEMENT PRIOR TO REMOVAL �Lj � ;�`°. OCCUPANCY SENSOR AND INSTALLATION FOR OWNER'S REVIEW. LIGHT FIXTURE WITH 10� THD, ELECTRONIC AND UNIVERSAL VOLTAGE BALLAST, � ` '' ` (COLUMBIA CAT. # P4D 24-332-G-MA-S 3EBBLH UNV) OR EQUAL. SUBMIT 12. DASHED LINES INDICATE ITEMS TO BE REMOVED. DISCONNECT AND REMOVE DEVICE � � "� � � ; LIGHTING SUBMITTAL FOR ENGINEER REVIEW AND CHIEF BUILDING ENGINEER AND AND ALL ASSOCIATED WIRING BACK TO POINT OF ORIGIN. IF REQUIRED, RETAW �'� � � ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ORDERING. CIRCUIT CONTINUITY. '`� �` •`j l . ��. ,., Y/ , �'� �'6f��a�:��.'`�. ' , ,y��' , ;�.:" � �� �t�'-,; ��.,� � ��� � � �0�7 ISSUES I REVISIONS 7111/07 FOR PERMIT/CONST. J 113/07 ADDENDUM N0. 1 8130/07 ADDENDUM N0. 2 8123107 ASI N0. 1 9/18107 ASI N0:2 - HVAC PIPING 10/03(07 ASI N0. 3 x:� �° , � �`` �" SHEET TITLE . � . � . . . �. . . � . .. . . . � . . . . � � � . . . . . . . . . . � . . . . . . .. � . � . .�. .. .�. . ... � � � .� �. .. . � . � � . . . � � .. . . ... .. . . . � . . . . . �. . .�.. � � . . � � .. . . . . . . . . � . . . . . . .. . � � . � . � � � � . . .. �. � .� . . � � . . . . � . � .. . � ..� � � . � . � �. f. EN TI RE SH EET UGHIING dc POWER PLAN E { I WAS MODI �IED � £ : SHEETNUMBER , e � � .. . . . � . File Path:J�Na' ' e �v a" ' ' _ . . � � . . . � � . � � . � . .. . . � .� . . � � � � . � �� � .. � . � . . . . � � � . . . . . . . . � .. . . � .. .... .� . .. . . . � . . . � . . .� . . . . . . � . . � . . . . . . .. .. . . . . � � � �. . . . . . . . . . � . � � . . . � . � .. � � � � . � . . . . � .. . .. . . d Cescade Resort 8 Spa�O60B2Vdaster Renovahon.06\LOw r Le el Renov han1LL Spa&ResVOOms�Drawings10326-07 Combmetl LL LocE 1_Ofi082.O6.dwg .. . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . PbtOala/Iime:November14.21p]-4:OSPm El'rre9en . . . � � . . . . � . . � . � . . � . � . . . � � . . . . . . . . . . . � � . � . . . . . � � . . � . � . . . � � . . . . . . . . . � . . . . . � . . . � ... .. .. . . . . . . . � . . . . . . � . . . . � . . � . ... ._ � � . . � . � . . � . . . .. � . � .. .. .. . . . � ... . � � . �. . . . . . . . � . �.�. . � � . . . . � � � �� .� .. . . . . , �I i''� _... , � , ECT #0705 . PROJ � _ COPYRIGHT BY J G JOHNSON ARCHITECTS,P.C.(JGJA). ALL DRAWN AND WRITTEN f � INFORMATION APPEARING P � SHALL NOT BE � HEREIN ,, MODIFIED,DUPLICATED, < DISCLOSED,USED FOR � : ANOTHER PROJECT�OR G HPt L12B K3a K3 L12A OTHERWISE USED WITHOUT ` : THE WRITTEN CONSENT AND � - EDULE O FEEDER SCH .rt _ INDEMNIFICATION OF JGJA. , i `� f 1 (4#3/0 CU) 2"C � �� " 2 (4#1 CU) 1-1/2 C HP3 DBC ELP 10,096 AIC 3 4 2 CU) 1-1/4"C 1 1� 10 10 ,10 � # 4 (4#6 CU) 1"C , _ _ . - - . - - - - - - . - - . - - . — . - - : _ 5 (4#4CU) 1-1/4"C � 6 2 4 500 MCM CU 3-1/2°C] 17 407 AIC � 600/3 . �� # ) � , ^ I 7 (3#500 MCM CU) 3-1/2"C ' 2Q0/3 150/3 150/3 150/3 125/3 SPACE HP4 L12C L12D L12F T2 T3 T4 LPP 600A BUSS 8 (4#250 MCM CU) 2-1/2"C I • — — • — — • — — � � 60/3 80/3 80/3 �— � — — � - - • - - • — — � — — • — 6 GROUND BUSS SUB DISTRIBU110N BOARD 3 9 (3#2 CU) 1-1/4"C `�' (SDB3) � LL1 1 10 (4#1/0 CU) 2"C i 11 (4#8 CU) 1"C 12.620 AIC K3b U 2E DBB T7 � 12 (4#500 MCM CU) 3-1/2"C 2 1 20 1 2 10 2 4 3 3 � 13 (3#2/0 CU) 2"C _ 14 3#2/0 CU) 2"C 125/RN 150/FRN 30/FRN • — — • — - — — — — - — • — — — • — � — — � — • — . — — � � 6,515 AIC 7,199 AIC 8.467 AIC 2,510 AIC 15 (3#4 CU) 1"C 10.214 AIC 16,894 AIC 700/3 , . ,�' 6"X6" GUTTER WITH � � 16 (3#8 CU) 1"C SCREW COVER 200/3 125/3 150/3 125/3 60/3 80/3 80/3 200/3 10 1 1 4 W 40D/3 — � ¢ 17 (3#3/0 CU) 2"C 300 FRN � 800A BUSS � � � - - - - - • - - - - • - - • - - • - - - - - • - - - - - - - - • — TRANS ORMER — — . — , - . — _ : — . _ . — — . � 18 (3#& CU) 1�� 6 g GROUND BUSS SUB DISTRIBUTION BOARD 2 � 48QV TO (SD82) � ��#2 �) ^1 120/208V, 30. 4W � 600/3 19 6[(4#750 MCM AL) 4..�� �1#2 �� O W (1#3/0 G) 13,788 AIC � 20 17�598 AIC I (4#8 CU) 1"C �I 10,439 AIG � � ' � .� � �� ' 150/3 200/3 200/3 60/3 200/3 T4, 75KVA T3, 225KVA 18132 AIC 21 (3#12 CU) 3/4"C T TRANSFORMER T 80V TORMER � Q .� > T _ _ 600A BUSS — — — — — . � 480V TO g - - - - . GROUND BUSS SUB DISTRIBUTION BOARD 1 22 2[(4#2/0 & 1#2 GND) 2"C.] 120/208V. 30, 4W 120/208V, 30. 4W �"' �M 18.663 AIC (SDB1) 21,357 AIC 17>371 AIC � � w 23 (4�3 & 1�8 GND) 1-1/4"C. � n, EM2 EM3 W\ 24 4[(4-350 KCMIL.) 4"C.] � / O (1#3/0 G) K2a DBA K2b � � � � � �� 14,Ot0 AIC 25 4[(4-350 KCMIL & 1#2/0 GND.) 4"C.] T6� 225KVA 26 (3#1 & 1#6 GND.) 1 1/2"C. � � � , T TRANSFORMER � �^, O . 4 5 480V TO 27 (3#4/0 & 1#2 GND.) 2 1/2°G 120/208V� 3�, 4W � W tO� � 6,123 AIC �a /n_��n ur►�n x. �u� r_ninl �^r � � V gp�3 100/3 15.783 AIC � 60 FRN 80 FRN 2 4 2 K2 � � n .. 60 3 �' ' I OM •� ffi 6 X6 GUTTER WITH 125/3 �, 100/3 �++ `-, > SCREW COVER � o > � o \ d- ,r� � 8�273 AIC HP6 (1#8> CU) 1/2"C• 3 0 �� 4,521 AIC 12 (EXISIING) (NEW) pP PPA 60�3 T10. 30KVA TRANSFORMER T 480V TO 120/208V, 30, 4W ('� K1 31 J MECHAICAL 14,731 AIC (E)200/3 PANEL �� 15 200/3 Q K3C K4 M1 � N 4 KITCHEN PANEL 225 3 EM4 �� � 31 �� 12�698 AIC d- EMt 1 3.819AIC T T1� 15KVA TRANSFORMER � 200/3 480V TO 120/208V, 3�b, 4W � 15.531 AIC 100 3 N (1#4 G) � � (1#4 G) ��#��� �� 14�764 AIC � I ,' 31 'I 14,731 AIC ° I � � 26.073 AIC / . T5. 112.5KVA T8, 75KVA T T NEW T7� 75KVA T TRANSFORMER 21 GUEST GUEST GUEST TRANSFORMER TRANSFORMER 480V TO ELEV. ELEV. ELEV. $ 480V TO 480V TO 120/208V, 30, 4W 4a HP 40 HP 40 HP �� 120/208V, 120/208V, 3h, 4W B2A B1B LB o HP2 GENERATOR 3�, 4W 11,863 AIC T 150KVA TRANSFORMER 265KVA 211KW AUTOMATIC �i, NHP5 ELEV. 480V TO 120/208V, 30, 4W � 260/3 li'!/ 19.997AIC PP1 SERVICE 480V.. 3�b. 6>571 AIC PLAZA 250/3 TRANSFER SWITCH / CH-1 40 HP PH-1 400/3 �1 g CASCADE G 9 14 9 � 13,994 AIC 17,696 AIC 12,154 AIC 11,081 AIC 18,448 AIC 23,776 AIC BALLROOM � � . SC EW COVER WITH 8 P 400/3 9 g g � 17 17 1 15 14 15 15 15 22 250 FRS METER #93464 8 9 � � � — — • — — � — - — — • — � — — � — — - — — � — • — — — � ; — • — — • — � — — • — — • � — • — — • — • — — - — — - — — - — • — — • — — � — — • — — � — — • — — � — — ' - — — � — — — — � — — • — — � — — � . — • — — — • — — - — • — — � — — • — — • — • — — • — — — — — — • — — • — — . — 400 3 200/3 200/3 200/3 200/3 100/3 200/3 200/3 � 400/3 400/3 400/3 00 3 400 3 / XXX FRS 250 FRS 250 FRS 300 FRS �� INC. 1000 KVA 400/3 400/3 � 100/3 100/3 200/3 100/3 400/3 2 / � 'AD MOUNTED � � 350 LPS 350 FRS 100 FRS 1D0 FRS 175 FRS 100 FRS 350 FRS 125 FRS 250 FRS 250 FRS 200 FRS 200 FRS 200 FRS 200 FRS 100 FRS 200 FRS I I NADJI AND ASSOCIATES TRANSFORMER I 2000/3 I I ` 1825 Lawrence Street,Suite 200 3 Y UTILITY C0. 36,500 AIG CONSULTING ENGINEERS � I Denver,Colorado 80202 T 19 � I . Phone: 303-293-3800 ' CT'S R ( 2000A BUSS I Fax: 303-293-3884 31,566 AIC I 8 PT'S I GROUND FAULT RELAY - _ � GROUND BUSS — . - - • — 1200-AMP SEC. E-maiL Hadji@HadjiEngr.com I 2000-AMP SEC. — • - - • - - • - - • - - • - - • - - � — — • - - � - - � - - . _ • - - � - - • - - � - - � - - • - - • HadjiJobNo: 06082.06 !� — — — � — — � — • — — � — - • — — • — — . - - . — _ . — — . _ — . _ — — — • — — - — — � — — • — — • — — • — — � — — � — — • — — • — — — — • — — • — — • — 0 3 4" TO COPYRIGHT 2007 HADJI&ASSOCIATES INC (1#3/0) 3/4" TO ��#3� ) � MAIN SWITCHBOARD (MS-1) UFER GROUND - - COLD WATER PIPE 2000A, 277/480V, 3�, 4W m��a� , ,a r,:aeo a�a��, n��i o���iranc,��. d5c�.7 1 efotFC seoserCeco e�be d hGleo'n 'i NEMA 1, 65,000 AIC Pan.t�rn�o�a�;on �1 r i<<, t ��,.a�m��-anonaf � ELECTRICAL ONE- LINE DIAGRAM H�,r���w;���.�« '� ARCHITECT 5 SCALE: NO SCALE , WORK TO BE REMOVED. LIGHT LINE WEIGHT � NOTE. CROSS HATCHED LINE WEIGHT INDICATES INDICATES EXISTING WORK TO REMAIN. HEAVY LINE WEIGHT INDICATES NEW WORK. Q � Z ° � PPA AND REPLACING EXISTING 75 KVA TRANSFORMER H � � ADDING A NEW ELECTRICAL PANEL � �, � e WITH A NEW 75 KVA TRANSFORMER. � U N � m E ,. o � � W "' ° °° a ° � � � �, . �� �� � E.._, � �, g = Panel Name. PPA oate ,4-No„-o� o W � � _ � ° 4 x Z ' 3 � ❑ o " " N � 0 3 LL h nformation U � Mounting Method Panel Status Panel I � o 4 �� �� _ � • Date • 08/120 Bus Ratin 225 � „ ,. Name. Panel PP ' RELOCATED ❑ Volt. 2 3 Main Bre ker: 200 Z � L4AD SUM CALCULATI4N F�R PP & PPA SURFACE � NEW ❑ Phase . G Wire 4 AIC Rating: 18,OOQ 0 ~ C x LARGEST TOTAL � Panellnformation , FLUSH ❑ EXISTIN ❑ : Mounting Method Panel Status , THER CONNECTED � � TOR MOTOR HEATER KITCHEN O GHTING RECEPTACLE MD - DESCRIPTION LI z a __ _ . - - RELOCATED � 11olt: 2081124 eus Ratin� 225 A ci�t N�,�.� Codo oQS�ript��n Load Bkr P Ph Ph Ph; P Bkr Load ; Description Code New Ckt x ~ $ 2350 1800 2880 12490 6000 �vuu 2�5zo Panel PP � NEW ❑ Phase 3 Main Breaker: 200 A # BKR VA A B C : VA BKR # �, 4 2720 2260 1126 1500 9778 SURFACE � Panel PPA 2172 FLUSH EXISTING Q Wire 4 AIC Rating: '������ 1 1 Lighting- F�cecutive Office 1000 20 1 : • 1 20 1130 MAU-1 - Restrooms 3 2 * ° " o � � _ * 3 2 6 Recep t s.- E x e c u t i v e O f f i c e 1 0 8 0 2Q 1 ; • ; 1 20 1172 ;Lighting Restrooms � 4 * U' 0 . : 6 ri tion Laad Bkr P Ph Ph Ph P Bkr Load Descriptian Code New Ckt 5 6 Co ier- Executive dffice 1500 20 1 ; 1 20 360 '2 GFIRece ts.-Restrooms 2 �►c �—, p Ckt New Code Desc p # BKR VA A B C VA BKR # 7 2 4Recepts.- Executive Office 720 20 1 ; • 1 20 ;Spare 8 629$ 1 • 1 2Q Spare 2 �c * 9 2 1 Recepts:- F�cecutive Office 200 20 1 ; • 1 20 360 2 GFI Recepts.- Restrooms 2 10 * LOAD VA 4522 4520 2880 14750 7126 0 2500 � � 3 FC-1 660 2U �. p 540 20 1 • 1 20 500 Poof Step Lights 1 4 * 11 3 MAU-1 - Executive �ffices ; 1130 20 1 ` • . �1 20 ;S are � a 12 3 2 Rece ts. 4 � � �� 4 EBBH-1 ; 1126 ?�......_ .._2..._..._.'.... ..---_.. ...........:..�.__...._._?�__. _. . __ :Spare... .........__......... ......._._._............ ..._..._.. _.. _..... .. ��' ``"' _ Q.....� .._ , • 0 Pool Room Fan 3 6 �c ._�_3... ..._�I............_....._ .............__...... __...............................:...........:................,............................ :................. , , 16 �c�\5 � r� 5 2 Rece ts. 540 24 1 1 20 72 _. . . 00 20 1 � 3 20 28$0 Jecz. Circ. Pump 3 $ �+c 15 I • ; 1 2o Spare „� Total Code Demand 7 6 Pool Deck 5 � DESCRIPTION LOA D VA DEM FAC, DEM. VA * 17 S are 20 1 ; • ; 1 20 S are �$ 500 20 1 • 1 10 e ' 20 1 : • 1 2Q Spare .....__... .... ..... ............._........... .._..... ................. _............._ ❑ _20 �, . g 6 Pool Deck 19 Spar _:.......:. _..._....;. _. .;._........_. , _. ....... _.. _. 9 653 3814$.5 VA/ 36t 106 AMPS . _....._. ...... _._._..........._......... .. ..... 4522 1.25 5 , _.. . . _.._...:....._............................... _...................... _. _._. UGHTING �� 3 Jet#2 270U 20 3 • / 12 2.1.........Q. Spare_ 20 1 • 1 20 Spare 22 � .�,`� o REC UP TO 10,000 4520 1.00 4520 � • 3 20 2880 Pool Pump 3 14 23 S are 2Q 1 : • 1 20 S are 24 �p ,��, � REC. OVER 10 000 0 0.50 0 13 ��'SlO�l�l`�° �,. ! • � �6 25 S are 20 1 ; • 1 20 S are 2� `r,',Qr �'���` ' p 1.0 0 1 4 7 5 0 T o t a l C o n n e c t e d L o a d = 36298 VA �5 MOTOR 1 4 7 5 2 1 6 D 2 0 3 • ! 1 8 2 7 S p a r e 2 0 1 : • ; 1 2 0 S pare 28 � 0� ���," 2880 1.25 3600 9c 17 d 3 EF-1 LARGEST MOTOR / • 2 50 6000 Heaters 4 20 ad - 38149 VA �c 19 � 1-1/2 HP 29 S are 20 1 : . : 1 20 'S are 30 HEATER 7126 1.00 7126 Total Demand Lo - 1 �r 21 � 1 • ! 22 31' S ace . i S ace 32 � ' KITCHEN 0 1.OQ 0 • 3 20 2700 Jet#1 3 24 33 Space , , � ; Space 34 oCT a � ZDa7 250Q �+c 23 �" 3 EF-2 67Q OTHER 2500 1.00 25 S ace • 1 26 35 Space - . ; - Space ; 3 _ ; , ISSUES /'REVISIONS � � 28 37 S ace _ • - S ace �8 27 Space _ 40 . . , • 1 2p 720 Rece ts. 2 30 39 Space _ . - ;Space T�TAL C�DE DEMAND VA 38149 VA zg 1 Pool Li htm 1850 20 1 _ _ 41 S ace • : S aCe 42 7111I07 FOR PERMITICONST. 113/07 ADDEN�UM N0. 1 • - . 8130107 ADDENDUM N0. 2 Code Description Load VA Dem Load Summary o Code Descnption Load VA Dem Load Summary Li htm 2350 125/o Per Phase Per Phase aizsio� Asi No. � 1 g J o 1 Lighting 2172 125°10 ' Rec u to 10 000 1800 100/o Ph A $6Q0 VA 2 Rec up to 10,000 2720 100% Ph A 3413 VA s��aro� ASI N0. 2 - HVAC PIPING 2 p , Rec over 14,000 50% Ph B 89$0 VA Rec over 10,000 50% Ph B 3375 VA �o�o3io� asi No. s 3 Motor 1 2490 1 UO% Ph C 8940 VA 3 Motor 1130 100% Ph C 2990 VA Largest Motor 28$0 125% Largest Motor 113 0 125% < °o Connected 26520 VA 4 Heater 1126 100% Connected 9778 VA �`" 4 Heater 6000 100/ • 100% 27828 VA 5 Kitchen 100% Gode Demand 10604 VA , Code Demand �. 0 6 Other SHEET TITLE g 5 Kitchen 1000 100/0 1500 100% µ 6 Other 0 77.33 Amps 7 Sub Panel 100% Code Demand 29.47 Amps 7 Sub Panel 100/o Code Demand ONE-LINE DIAGRAM Feed From - Feeder _ Feed From - Feeder - * REVISED LUAD g SHEETNUMBER _ �c' REVISED L�AD . .f . . . . . . . . . . . . . . . � � � . . . . . . . . . � . . � .. � � . . . � � . . � � � . � ... � � �. . . . � � . , . . .� � . .. � . . �. . . . � . � . . � . .. . . . .. . � � . . � . . . � . . � . � .. . . . . � . �. . .. . � . . . . � � . . . . . � . �. . . . . . . � . . . . . � � . . � . . � . � . . �, :. . .. . . ... . . � � .� . � . . . . �. . . . . - . . .. . . . � . . . � . . . . � �. . . . . . . . . .. . . . . . . . . : � � � . . ... . � . . .. . . � � � . �. . . � . . . .. . . � . � � � � . . � � � . . . .. � . .. . . . . � . . . � . . . . . .. � � � . � � . . . . . . . � �� . . _� . . . . . . . �. . . . .... . .. . . . .. . . . � . . . � � . � .. . .. .. . . . . . . � . . . � . . . � . . � � . � � � . . . . . . � � . � . . . � . . . . . . . . . � . ... .. . � . . . � . . . . . .. . . . � . . . . . . . � . . . . . . . . . . � � � � . . . . . . . . . . . . � . � � � . . . .. . . . �. . . � . . � .. . � . � 'ed LL LacE-2 06082.06. � . . . . � . � . . � . � � . . . . . . � . . � � � � � - . � �. . . . . . . . . . � . � . .. .. . . . . ... . . . . .. .. . . . . . . . . . . .. . � � � � . . . � .. . . . � . .. . . . . � . � � . . . � . . .. . . . . . . . . .. . � .. .. . .. . . � . . .. . ... � � � � . . . . � � � � � File Path:J:Nail Cascade Resod&Spa\O60B2Vv1asler Renova�on.O6LLower Level RenovahaMLL Spa&ResVaoms�Dravnngs�09-2607 Combin _ �+'9 � .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . .. raoe�:wremm,u.zao�-aawo M�aen . � . .. � � . . � . . � . . . . . .. . . . . . . . . � . . .. � . . . . . . . . . . . � . . . . . � � � . . . . .. . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . � . . . � . .. . . . �._:..:_ . , ,., ___ . _. .._. � ..._ _.. ._ ... . �. . . .. . . . . . r . . ... . ._ .._ ._... ._ ._.. _ .... _... _._. . _ ...- .. .__._ . . . . . _ � I . . . . LEGEND LE�END � A.,, � � � � � � � � ���r � DUPLEX ELECTRICAL WALL OUTLEf � EXISTING DRYWALL PARTITION TO REMAIN. � N.I.C. N.I.C. 5.�. N.I.C. N.I.C. � SEPARATE CIRCUIT ' NEW FLOOR TO CEILING DRYWALL , PARTITION.(SEE DEfAIL#2 SHEEf#D-1 ) N�I�C■ o N I C � 4-PLEX ELECTRICAL WALL OUTLEf �- NEW SLAB TO SLAB ONE HOUR FIRE ■ ■ ■ � 4 ' RATEd PARl"{T{ON. (SEE DETAIL#1 � SHEET#D-1 } TELEPHONE!DATA WALL OUTLEf _._ _ � 1 C b � , 4 = d � POWER/PHONE/DATA PULL BOX FOR ±12'-3" �� TENANTS TENANTS FURNITURE SYSTEM FURNITURE ELECTRICAL CONTRACTOR TO MAKE � �REPAIR � 1 SYS FINAL HOOK-UP.4 CIRCUIT SYSTEM. _= = 1 22�-��� coNCRErE CONSTRUCTION NOTES: . 10'-0° ` FLOOR RECEPTIO � 1. REFER l0 ENGINEERING AND ALL OTHER DRAWINGS ECEPTIO °� 3 LD 4 A i� � � FOR ADDITIONAL INFORMATION. 3 i 2 N � 2. EACH SUBCONTRACTOR WILL RECENE ALL SHEEfS IN PRINTER/COPY N� +� THIS SET OF WORKING DRAWINGS. N� 110V - A 2oa OFFICE 1 3. CONTRACTOR TO PROVIDE THE REQUIRED FIRE OFFICE -- a , EXTINGUISHERS EVERY SEVENTY-FIVE(75)FEET IN ALL +$�_6�� TENANT SUITES ON THE FLOOR(S)WHERE CONSTRUCTION " o p OR RENJVATION OF THAT SUiTE(S)IS PART OF THE SCOPE o O o n � OF WOFK. '- -�' O � 4. DEMO IfJ THIS AREA WILL BE CLEANED OF OLD � U2f 1@f81 NOt@S: ' 1 1 = ' C O N S T R U C T I O N M A T E R I A L,I N C L U D I N G A B O V E 1�_ � CEILING WORK. 1. All work shall comply with applicable codes. The - Y .) Electrical Code and the National Board of Fire 5. REPAIR ALL EXISTING DRYWALL FOR NEW FINISH,OR Underwriters Code. All necessary permiis,licenses, REPLACc. ' tests,certifications,etc.shall be paid for by if�e 6. ALL SHEETROCK WILL BE TAPED,SANDED AND Contractor. o READY FOR NEW FINISH o 2. All material furnished under this contract shall be N�I�C■ 7. ALL MA-ERIALS AND FINISHES WILL BE INSTALLED OR APPLIED PER MANUFACTURES SPECIFICATIONS, N■�■C■ , new,unless otherwise noted. All work shall be guaranteed against defective materials and workmanship ; p AND WfLL MEET CODE. � for a period of one(1)Year after completion ' O Q 8. SPACE WILL BE CLEANED. p �"ELEPH��JE�ELE(;TR��; RJQ"('ES: and acceptance. The contractor shall repair or replace �"W 9. SPACE WILL BE IN A�IKE NEW CONDITION. a.Q at his own expense,when ordered to do so, 2 O Q 2 w 1. REFER TO ENGINEERING AND ALL OTHER DRAWINGS q o� all work that may develop defecis in material Q FOR ADDITIONAL INFORMATION. and workmanship within said period of time. N� 2. EACH SUBCONTRACTOR WILL RECENE ALL SHEEfS W OFFICE NEW • 3. The General Contractor and each subcontractor THIS SET OF WORKING DRAWINGS. OFFICE 3. ALL EXISTING OUTLETS NOT SHOWN ON THIS PLAN shall be responsible for checking existing conditions at the jobsite before submitting a proposal. Submission EXE�VTIV� EX�CU�'�� TO REMAIN UNLESS OTHERWISE NOTED. of proposai shall be taken as evidence thatsuch ±534 USF 4. ALL NEW OUTLETS WI��BE INSTALLED AT 18"A.F.F., inspect�ons have been made. Claims for ex6�a UNLESS OTHERWlSE NOTED. compensation for work that could have been foreseen 5. CABLING,PHONE/DATA BY TENANTS CONTRACTOR. by such inspection,whether shown on contract �E M� CO N STR U CTI�N P�AN NOTE: �LAYOUT PARTITIONS ON FLOOR FOR OWNERS FINAL documents or not,shall not be accepted or paid. . APPRO�A�. TELEPHONE/ELECTRIC PLAN , 4. Contractor sha�l dispose of all debris resulting from •EXISTING DEMISING AND CORRIDOR PARTITION WILL ' demolition or execution of theirwork. Usable items ' DOOR SCHEDULE BE EXTENDED TO DECK, FiRE TAPED AIVD SEALED FOR , of value removed,but not re-used,shall be the property of the owner and returned to the owner's ONE HOUR RATING. ' stock unless and until the owner waives claim,in A NEW 3'-0"x 7'-0°X 1 3�4�SOLID CORE RED OAK which case items shall become the properly of Contractor and disposal of such items his �����D responsibility. DOOR IN METAL BREAK DOWN FRAMES,FINAL FINISHTO FOLLOW. C NEW ENTRY DOOR PACKAGE 3'-0"x+7'_0"x 1 3/4' 5. Insurance shall be provided by various Contractors in SOLID CORE RED OAK DOOR TO MATCH DOOR 4"UNLESS OTHER WISE NOTED accordance to the direction of the owner. PACKAGE IN AREA#6.(FRAME AND DOOR a0 EXISTING 6. The General Contractor and each subcontractor shall WILL BE��8��LABEL PACKAGE,20 MIN.DOOR � � � � � be responsible for checking all dimensions and conditions PACKAG� " at the jobsite before fabricating any material and reporting � , any discrepancies to INTERARC 2003,INC. . HARDWARE SCHEDULE N I C N I C � rv�rv � � � � � � 7. Ali work shail be of first class workmanship. ' a NEW ADA LEVER HANDLE LOCK SEf PACKP,GE W 8. Contractor shall be responsible for adequately bracing BRUSHED STAWLESS STEEL FINISH.WITH 1 1/2 - and protecting all work during construction against PAIR OF BUTT HINGES,�ND 51LENCERS. DOOR DESIGNATION - damage,breakage,collapse,distortion and misalignment (SEE DOOR SCHEDULE} N , C P PAINT according to appiicable codes,standards and good practice. ■ ■ ■ o b NEW ADA ENTRY DOOR LEVER HANDLE DOORS AND FRAMES L E G E N D 9. DO NOT$CALE DRAWINGS. Written dimensions govern. LOCKSET PACKAGE,WfTH 1 1/2 PAIR OF BIJTT Large scale details govern over small soale drawings. HINGES,CLOSER AND SILENCERS. 1 HARDWARE _ 10. Partitions shall be dimensioned from finish to finish,unless P NOTES: 1 0 otherwise noted. = 1. ALL DOORS TO BE UNDERCUT 1° NEW 2'x 4'FIXTURE(REFER TO ENGINEERING DRAWINGS) 11. All built in plumbing fixtures to be supplied and installed (IN TENANT SPACE ONLI� � � by plumbing contr�actor. Plumbing contractDr tn supply all 2. ALL NEW HARDWARE WILL MEET ADA all necessary information for cut-outs to be pertormed STANDARDS. by the cabinet contractor. � NEW 2'x 2'FIXTURE(REFER TO ENGINEERING DRAWWGS} P 1 P 1 12. All non built-in plumbing fixi.iares to be supplied and installed by plumbing contractor. � j Q ECEPTIO 13. Contractor shall submit ali shop drawings to INTERARC 2003,INC. � � GENER,4L SWITCH LOCATION 3 for approval prior to fabrication. N� 14. Where dropped fascia is indicated,gYpsum board soffit is to be returned to wall behind,unless otf�erwise noted. ❑E EXIT LIGHT OFF{CE FINISH NOTES: 15. All custom cabinetwork to be tumished,delivered and ' 1: EACH SUBCONTR,4CTOR WILL RECEIVE ALL SHEETS IN installed by the cabinet contractor. P THIB SET OF WORKING DRAWINGS. 16. Contractor will provide as-builts on all work. � � � � , iQ � 17.. All new construction will meet ADA standards.All e�asting ` _; conditions to remain in this space or part of the base � , ' building will be the responsibility of the Tenant and/or Owner .- to advise INTER,4RC 2003,INC.of any necessary changes to meet . N.I.C. N.I.C. ADA standards. ' 18. AII millwork dimensions will be in accordance to ADA unless , o the Tenant and/or Owner have not elected to adhere to the ADA standards. N.I.C. N���C■ o � 19. TenanYs and/or Owner's non compliance with ADA standards OO shall be documented with a signed letter,either from the a� Tenant and/or Owner and submitted to Interarc,for our 2 �Q records.Approved drawings will be required. ' - _ -- 20. All drawings will be reviewed and approved by T�nant and N� Owner.If the general contractor receives the apptoval to GENERAL ---- x_ ,�=��w�� start construction prior to the signed approval Interarc,Ina SWITCH � OFFICE � „ � will consider the plans as reviewed and approved. _ LOCATION E X E C V T�V E "�'� ���� ���H� ���, 2 1. I N T E R,4 R C 2 0 0 3,I N C.wi l l n o t b e r es po n s i b l e f o r t h e w o r k p e rf o r m a n c e R E F L E C 7 E D C E I L I N G N O T E S: /` � '� o f t h e B u i l d i n g's m e c h a n i c a i,e l e c t r i c a l,fi r e p r o t e c ti o n, 1 1. REFER 70 ENGINEERING AND ALL OTHER DRAWINGS ��` �� � �� struciural,etc.engineers,contractors and subcontractors. F O R A D D I T I O N A L I NFORMATION. F I N�S H P�A N � �Pp � 22. Space wili be in a like new condition. ECEPTIO 2. EACH SUBCONTR,4CTOR WILL RECEIVE ALL SHEETS W s, ' ,:_,�, 3 THIS SEr OF WORKING DRAWINGS. �` Contact INTERARC 2003, INC.with anV questions at(303)978-0128. � 3. CONTR�,CTOR TO CONTACT INTERARC 2003,WC.SHOULD � ` , - :�A� � �' NEW ' CONTFi�CTOR EXPERIENCE ANY DIFF{CULTY IN f` OFFICE PLACENENT OF LIGHT FIXTURES DUE TO IXISTING ��� ��� �'� ' DUCTWORK LOCATION. \ \ / �� � REMOVE ALL OLD MATERIAL NOT 4. PROVIDE FOR ADEQUATE SPRINKLER HEADS AS , °` �� `�J� BEING USED FROM REQUIRED BYCODE: ,�,_�°-�`/ �� ' ' ABOVE CEILING IN �� - 5. PROViDE HVAC. '`"���..�;;q;. ,.g.n:k.�:,-. THIS SUITE 6. PROVIDE FOR SAFETY DEVICES,SMOKE DEfECTORS '� 6°^�jp�� , 24° � I.E.STROBE�IGHTS AND ANNUNCIATORS AS REQUIRED t��� � � �t�C:�� BY COD=. N 7. REMOVE ALL DCISTING CABLE NOT BEING USED. COORDNATE THIS WITH OWNERS DATA(PHONE COMPANY. ' 8. NEW CEILWG GRID WILL BE A 2'x4'GRID WITH o ARMSTRONG SECOND LOOK TILE SCOFIED TO LOOK LIKE A 2'x 2'GRID,INSTALL PER MANUFACTURES SPECIFICATIONS, ' N�I�C■ AND AL�L CODES. . . . . . . . � J . . . . � . . . . . . . . � . � . . . . . . . . � . � � � � . . . . : . . .. � - . . _ g� ° 8 ' 2 �Q - • NEW . � OFFICE EXECUTIVE AREA OF ° WORK R�FLECTED CEILING PLAI\I a � KEY PLAN � - Revision Project Name Date: 6/2�/07 I��r� \rC �OO�, I�C� issuE� FoR REViEw arvo ,:;. Scale: y/8��=y�-0° S ace Pfannin /Desi n/Project Mana ement ENGINEERWG 6/20/07 p g g g Project No. VGLL-E-CD-1 ISSUED FOR REVIEW, ENGINEERING, , 7236 �/�/. FI"@tl'lOClt PL. PERMIT AND PRICING 6/25/�7 SC�. Ft. �REVISED 8/6/07 y Littleton, CO 80128 Drawing Title Sheet No. Floor 1300 WESTHAVEN DRIVE VAIL, COLORADO 81657 (303> 9�s-o72$ E-M,���: interarcinc@ao�.com CCJNSTRUCTION DF3AWINGS CD-1 LL � . - , , �� �.y ��_� . _ __� _.�__ �_ r.�,� ��� � , ..._ � _.�.- _ _ � .�_�_�� w �_,r n��_ �__���an.� R... �� - _� _,_ �� W� �. _ ._�.�.�� . __ _ -- � ��-�.-_� �W � i 2 3 � 2 3 ����I VD NEIN NEIN NEIN L E G E N D NEIN NEYY NEIN OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE ` ___= DEMO IXISTING. � DUPLEX ELECTRICAL WALL OUTLEf IXISTING DOOR FRAME WITH , NEW 3'-0"x EXISTING x 13/"�� g 6 SOLID CORE RED OAK DOOR 4� 4 4 S C: � � AND NEW LEVER HANDLE OPEN _ a OPEN � SEPARATE CIRCUIT � � EXISTlNG DRYWRLL PARTITlON TO N>- ENTRY LOCKSEf AND CLOSER pREA r C, AREA . N � � ���B��LABEL DOOR REMAIN. � +i ±10�_4�� 9�_0�� g,_p,� - J � 4-PLEX ELECTRICAL WALL OUTLEf HOLD HOLD NEW FLOOR TO CEILING DRYWALL /� PARTITION.(SEE DETAIL#2 SHEET#D-1 } , 1 . �I 1 2 3 1 / a A A �- --+1� NEW DRYWALL TEMP.GLASS PARTITION, � TELEPHONE/DATA WALL OUTLEf FURR OUT WALL DRYWALL TO 48"AFF TEMP.GLASS TO CEILING, � a a WITH 2 Y2°STUDS WITH BLINDS. (SEE DETAIL#3 SHEET#D-1 ) REMOVAL OF STAIR t� B b 24"O.C.WITH AND CLOSING OF I I INSULATION AND POWER/PHONE/DATA PU�L BOX FOR ° REPAIR OPENING BY 5/a"SHEET-ROCK T . NEW SLAB TO SLAB ONE HOUR FIRE ' TENANTS FURNITURE SYSTEM � CONCREfE OTHERS FROM SLAB TO RATED PARTITION. (SEE DETAIL#1 � ELECTRICAL CONTR,4CTOR TO MAKE - ' FLOOR (STRUCTURAL �--- � � �DEMO SLAB(SEE DEfAiL SHEEf#D-1 ) FINAL HOOK-UP.4 CIRCUIT SYSTEM. _ � ENGINEERING �n CAGES #4 SHEET#D-1) � o�wiNGS uNqc-�--- � � � +i � DEMO NOTES: � a �----- SEPAR,4TE � 1 � � � I I CONTRACT} � \ / O 1. REFER 10 ENGINEERING AND ALL OTHER DRAWINGS O L-_1 � � � Q EXIS ING WASTE � FOR ADDITIONAL INFORMATION. � --- � � REPAIR 2. EACH SUBCONTRACTOR WILL RECEIVE ALL SHEETS IN � �? � � LINE TO BE CONCRE`E � N p 1 � � / � REL CATED,REFER FLOOR THIS SE''OF WORKING DRAWINGS. � �� TO NGWEERING � 3. REMOVE ALL EXISTING PANELING,WALLS,AND � � I I 1 (I DEMO I� 11 � �` � DRA WGS MILLWQRK IN SALES AND MARKEfING SPACE AS � . I II / � O NOTED DN PLAN. EXISTING O I ( I I HOOD AND I II / I � � 4. DEMO ALL CAGES IN RESERVATIONS SPACE. I { I I VENTS I I{��"i I � ±7'-1 O�� 10�� ELECTRICAL � �'--- � / � 5. REMOVE ALL EXISTING CEILING AND FIXTURES, PANELS U@Cl@fc'aI NOt@S: I I I I ( II ( � � � r'J REMOVE ALL CABLING.REFER TO ENGINEERING �1 � ( �� � ��I � / \ A DR,4WI�GS FOR ADDITIONAL INFORMATION. COPIER 1. All work shall comply with applicable codes. The I � �� � ��� � Z 110V Z COPIER Electrical Code and the National Board of Fire � / � � a 6. REMOVE ALL EXISTING FLOORING AND ANY BASE. � Underwriters Code. All necessary permits,licenses, ( � I I � �I� � � � 1 7. REMOVE HOOD AND VENT IN AREA#4,FtEFER TO 20A � 2 A tests,certifications,etc.shall be paid for by the I ( I I L--J�� �--- r/ o � ENGINEERWG DRAWINGS FOR ADDITIONAL � ,w Contractor. � INFORM?,TION. ��� � m O � ��/ PRINTER 2. All material fumished under this contract shali be � 12'-0 /� 1�-0" 20A new,unless otherwise noted. All work shall be EXISTING PRINTE 4 ELECTRICAL W q 11 OV W YP•� guaranteed against defective materials and workmanship 4 for a pe�iod of one(1)year aTter completion PANE�s 20A TELEPHONE/ELECTRIC NOTES: and acceptance. The contractor shali repair or replace OPEN CONSTRUCTION NOTES: OPEN at his own expense,when ordered to do so, 1. REFER TO ENGINEERING AND ALL OTHER DRAWINGS all work that may develop defecis in material AREA 5 1. REFER TO ENGINEERING AND ALL OTHER DRAWINGS AREA g FOR ADDITIONAL INFORMATION. and workmanship within said period of time. FOR ADDTIONAL INFORMATION. 2. EACH SUBCONTR,4CTOR WILL RECEIVE ALL SHEEfS IN SALES & MARKETING RESERVATIONS SALES & MARKETINC RESERVATIONS 3. The�e�e���n�a�to�and ea�h Sub�ontra�to� 2. EACH SUBCONTRACTOR WILL RECEIVE ALL SHEEfS W THIS SET OF WORKING DRAWINGS. ±'1,095 USF N� N� shall be responsible for checking existing conditions ±944 USF THIS SETOF WORKWG DR,4WINGS. 3. ALL EXISTING OUTLETS NOT SHOWN ON THIS PLAN atthe obsite before submittin a ro osal. Submission OFFICE 3. CONTRACTOR TO PROVIDE THE REQUIRED FIRE OFFICE TO REMAIN UNLESS OTHERWISE NOTED. � g p p of proposal shall be taken as evidence that such EXTINGUI�HERS EVERY SEVENTY-FIVE(75)FEET IN ALL 4. ALL fJEW OUTLETS WILL BE INSTALLED AT 18"A.F.F., inspections have been made. Claims for extra TENANT SUITES ON THE FLOOR(S)WHERE CONSTRUCTION UNLESS OTHERWISENOTED. compensation for work that could have been foreseen OR RENG�/ATION OF-THAT SUITE(S}IS PART OF THE SCOPE by such inspection,whether shown on contract D E M O�CO N STR U CTI O N P LAN NOTE: •CONDITION OF THIS SPACE WAS NOT VISIABLE, OF WORN:. rt ( 5. CABLING,PHONE/DATA BY TENANTS CONTRACTOR. documents or not,shall not be accepted or paid. REPORT ANY CONFLICTS AFTER DEMO. 4. REPAIR aL EXISTING DRYWALL FOR NEW FINISH,OR TE L E P H O I V E/E L E CTR I� P LA1 V 4. Contractor shall dispose of all debris resulting from •LAYOUT PARTITIONS (JN FLOOR FOR OWNERS FINAL REPLACE demolition or execution of their work. Usable items 5. ALL SHEETROCK WILL BE TAPED,SANDED AND of value removed,but not re-used,shali be the APPROVAL. property of the owner and returned to the owner's ���R S�!�"�E�U�--E �� READY FOR NEW FINISH stock unless and until the owner waives claim,in �EXISTING DEMISING AND CORRIDOR PARTITION WILL 6. ALL MATERIALS AND FINISHES WILL BE INSTALLED which case items shall become the property of A NEW 3'-0"x 7'-0"x 13/4 sou�coRE RED oAK BE EXTENDED TO DECK, FIRE TAPED AND SEALED FOR OR APPLI=D PER MANUFACTURES SPECIFICATIONS,' Contractor and disposal of such items his DOOR IN METAL BREAK DOWN FRAMES,FINAL ONE HOUR RATING. � AND WILL MEET CODE. 1 2 3 L EG E N D responsibility.- FINISH TO FOLLOW. 7, SPACE WLL BE CLEANED. g NEW ENTRY DOOR PACKAGE 3'-0"x±7'_0"x /� 8. SPACE WLL BE IN A LIKE NEW CONDITION. NEW NEW NEW 5. Insurance shall be provided by various Contractors in 1 NEW ENTRY DOOR PACKAGE 3'-0'x±7'-0"x 4��UNLESS OTHER WISE NOTED Q��S (�� OFFICE OFFICE OFFICE p EXISTING accordance to the direction of the owner. 13/4'SOLID CORE RED OAK DOOR TO MATCH G? !"''b � 6. The General Contractor and each subcontractor shall DOOR PACKAGE IN AREA#6.(FRAME AND � �t � v> be responsible for checking all dimensions and conditions DOOR WILL 8E"B"LABEL PACKAGE,20 MIfV. �� atthe jobsite before fabricating any material and reporting DOOR PACKAGE} ,� � 6 any discrepancies to INTERARC 2003,INC. HARDWARE SCH EDULE ! \� P P P OPEN a N� 7. AII work sha11 be of first class workmanship. � iQ iQ 1� AREA 8. Contractor shall be responsible for adequately bracing � a NEW ADA LEVER HANDLE LOCK SEf PACKAGE W �`'' BRUSHED STAINLESS STEEL FINISH.WITH 1 1/2 _ and protecting all work during construction against PAIR OF BUTT HINGES AND SILENCERS. Ct 3' P damage,breakage,collapse,distortion and misalignment DOOR DESIGNATION ��` p 1 1 PAINT according to appiicable codes,standards and good practice. , (SEE DOOR SCHEDUL� � 4�, 9. DO NOT SCALE DRAWINGS. Written dimensions govern. p NEW ADA ENTRY DOOR LEVER HANDLE DOORS AND FR,4MES � L E GE N D g g LOCKSET PACKAGE,WITH 1 i/2 PA1R OF BUTT Lar e scale details govem over small scale drawin s. � H W G E S,C L O S E R A N D S I L E N C E R S. 1 HARDWARE 1 0. P a r ti ti o n s s h a l l b e d i m e n s i o n e d f r o m f i n i s h t o fi n i s h,u n l e s s otherwise noted. NOTES: 1. ALL DOORS TO BE UNDERCUT 1" � NEW 2'x 4' FIXTURE(REFER TO ENGINEERING DRAWINGS) 1 0 11. All built in plumbing fixtures to be supplied and installed (IN TENANT SPACE ONLY} by plumbing contractor. Plumbing contractor to supply all all necessary information for cut-ouis to be pertormed 2. ALL NEW HARDWARE WILL MEET ADA by the cabinet contracto�. STANDARDS. �' GENERAL SWITCH LOCATION P 12. All non built-in plumbing fixtures to be supplied and � � � installed by plumbing contractor. O 13. Contractor shall submit aii shop drawings to INTERARC 2003,INC. Q EXIT LIGHT for approval prior to fabrication. P � 14. Where dropped fascia is indicated,gYpsum board soffit is Q � to be retumed to wall behind,unless otherwise noted. 1 2 3 FINISH NOTES: �� 15. All custom cabineiwork to be furnished,delivered and NEW NEW NEW o 1. EACH SUBCONTRACTOR WILL RECEIVE ALL SHEETS W installed by the cabinet contractor. THIS SET OF WORKING DR,4WINGS. OFFICE OFFICE OFFICE � 16. Contractor will provide as-builts on all wo�k. � 17. All new construction will meet ADA standards.Aii ewsting conditions to remain in this space or part of the base 6 Z building will be the responsibility of the Tenant and/or Owner � P to advise INTERARC 2003,INC.of any necessary changes to meet OPEN ■ � ADA standards. AREA y � � 1� 18. All millwork dimensions will be in accordance to ADA unless �- _ GENERAL � the Tenant and/or Owner have not elected to adhere to the ADA standards. SWITCH = ( _ LOCATION � d, ` 8'-0 HIG 4 W 19. TenanYs and/or Owner's non compliance with ADA standards EILI shall be documented with a signed letter,either from the OPEN Tenant and/or Owner and submitted to interarc,for our ' 24" AREA 5 records.Approved drawings will be required. SA� •,S & MARKE'�'N� RESERVA�'ONS 20. All drawings will be reviewed and approved byTenant and N� Owner.If the general contractor receives the approval to E start construction prior to the signed approval Interarc,Ina GENER,4L OFFICE will consider the plans as reviewed and approved. SWITCH � EM E LL LD � �� ��� 21. INTERARC 2003,iNC.will not be responsible for the work perFormance �ocaTioN aTE ia�Nor REFLECTED CEILING NOTES: ��` EIN US D F OM of the Building's mechanical,electrical,fire protection, EM VE LL LD � � structural,etc.engineers,contractors and subcontractors. AT RIA N BO CE LlN \ 1. REFER TO ENGINEERWG AND ALL OTHER DR,4WINGS F I N 1 S H P LAN T � EI G U ED RO � � FOR ADGTIONAL INFORMATION. � � �?. k � � 22. Space will be in a like new condition. 2. EACH SU3CONTR,4CTOR WILL RECEIVE ALL SHEEfS IN BO E ILI G\ Q �� � Contaot INTERARC 2003, INC.with anvquestions at f303)978-0128. � THIS SETOF WORKING DR,4WINGS. � 3. CONTR,4CTOR TO CONTACT INTERARC 2003,INC.SHOULD � ��. � � CONTRP,CTOR IXPERIENCE ANY a4FF{CULTY 4N �� � PLACEMENT OF LIGHT FIXTURES DUE TO DCISTING v,_ EILI GG � DUCTWCRK LOCATION. ��o�'� 1 O 4. PROVIDEFOR ADEQUATE SPRWKLER HEADS AS ���.. �'�� ����` /� REQUIRE�BYCODE. V 5. PROVIDEHVAC. 6. PROVIDEFOR SAFETY DEVICEB,SMOKE DEfECTORS �(��'�j 24" � BY COD�E LIGHTS AND ANNUNCIATORS AS REQUIRED ��� � � �Lt11E�[# � _ � 7. CLEAN A_L AIR DIFFUSERS AND GRILLS. ,-��' y 8. REMOVEALL IXISTING CABLE NOT BEING USED. : � COORDINATE THIS WITH OWNERS DATA/PHONE COMPANY. AREA OF � 9. NEW CEILING GRID WILL BE A 2'x 4'GRID WffH WORK ARMSTRDNG SECOND LOOK TILE SCORED TO LOOK LIKE A 4 W 2'x 2'GRD,INSTALL PER MANUFACTURES SPECIFICATIONS, AND ALLCODES. OPEN 0 � AREA 5 SALES & MARKETING NEw RESERVATIONS ' � OFFICE ❑ a REFLECTED CEILING PLAN KEY PLAN � _ Revision Project Name Date: 6/13/07 Q ISSUED FOR REVIEW AND ��_ �_ �� I��r/ \rC � �, I�C� Scale: 7/8 -7 0 `' x S ace Plannin /Desi n/Pro"ect Mana ement ENGINEERING 6/14/07 p g g � g REVISED AND ISSUED FOR PI'OJ2Ct NO. VC-LL-CD 723G W. FI"BtllOClt PL. PERMITAND REVIEW 6/21/�7 SC�. Ft. a M Littleton, CO 807 28 nREVisE� s/6/o7 1300 WESTHAVEN DRIVE VAIL COLORADO 81657 (303> g7s-o�2$ �rawing Tit�e sheet No. F�oor _ - ' E-M,q��: interarcinc@ao�.com CONSTRUCTION DRAWINGS CD-1 /� LL � . _ _ _ . � . : , _. _ _. . � . � -- F __-_____ � � �. �� � � � ,p � . . . . . . . � . . . .. . . . . . . . . . . . . . . . . . . . . � STAIR . . . . . . . . . . . . . . � � . . . . � � . . . . . . . . . . . . . . . . . . . . . . � . . . � . . . . . . . . . . o�o sran . . . . . . . . . . TO STONE . � � . . � � . . . . . . . . . . . � � � � � � . � � ABOVE . . . . . . . . . . . . . � . . . . . . . . � . � . . � . ". � .. . . � . � � � . . . �OLD SIU O� . . . � . . � , � , � � . - . . . � . . . � . . . . . . . � . . � . � � . . . . . .� � � . . � . . . � _ � � � . � � � � REHTAL . � . . . . . . . . . . . . . . . � . . . . . � .. . . . . . � SHOP� STOAAGE � . . . � . . . . � . . . . . . , . . . . . . . : . . . . . . .. . . . � . . . .a . � .� . . � . . � . � . . 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SPA/ . . �LOCKER ROOMS � � . . � � � . . . . . . . . . . . . . . . . . . . , . . . . . � . . � . . . . . .. . �..�0 � � 0 0❑ � . . . . . � . . � . �. . � � . . . . . . � . . � . . . . � . . . . .. . . � . . . � . � - , � � . . . . . . . . . AS-BUILT OF OLD SKI RENATAL SHOP, STORAGE, AND SPA / LOCKER ROOMS � ffi � � , . . . . � STAIR . . � . � � . . . . .� . . .. . . . . . � �. . ... . . . . . . . .. . . . . � � �. � � . . . � - . � . � . . . . . . . .Y � . . . . . . � . � . . �. . . � . � � . . � . . � . . . ' . . . . . . � . . . . . . . . . . � . . . . . . � . . .. . . � � . . . � � . . . . . . . . . . . . . . . � � � . . � . � . . � .. . . . . . � . . � � . � .. � � � .. � .� SALES& • RESEHVATIONS � � . . . .. . . . � . . . � .� . � ' .. � . � . . � � �. . � . . . . . . � . ����� ��� . . . � . � � � . . . . . . MAAKETING . . . . . . . � . . � � . . . . �C� . . � .. . . . . . . . . . . . � � . . . . . . . . � . . . "'�S � ���t � � � �. . � � �� . . . . . . . . . � � . . : . . . . . . � . . . �. . � . � . . . . . . . . . . . . � . . . . . . . . . . . j��, 4�L,�� . �, ,, �a. . ' . � . � � . �� � ;��' � � , : � � w�� � I �� ;� �, ` � . p� �, � � � ��� �� I � � `� �,� ��� �'� , � v��� ;����°` ��.:��.�,....� ..,.,�.� I � 0 ���� � � ���� 0 � � _ , � AREA OF WORK ����� o � 0 0 0 0 0 � , 0 � EXIT PLAN - KEY PLAN � Revision Project Name Date: 6/7 3/07 M ISSUED FOR REVIEW 8 6 07 n_ � u In-�,�r�rc 200�, Inc, � � � S�a��: ��$ -� _o ' Space Planning/Design/Project Management PfOJ2Ct NO. VC-EX�T-P � : 7236 W. Fremont PL. Sq. Ft., � � Littleton, CO 80128 � Drawing Title Sheet No. Floor - 1300 WESTHAVEN DRIVE VAIL, COLORADO 81657 �303> g�s-o�2s E-M�,��: interarcincC�ao�.com EXISTING CONDITION AND EXIT PLAN ECEP-0 LL L m � METAL CROSS BFACING TO DECK : _ 48"O.C. � � � � I � I I � I � I � I I I I I I � I � I � I � I � I � HEAD HEAD _ . UNDER3IDE OF SLAB � ,., : . . •• °.. FIRE C�ULK BOTH SIDES 4' 4' ENCAPSULATED SOUNDJNSULATION. ; . .. .. EXTEND 4'-0"SEYOND PARTI110N EACH ` ' �� MIN.OF 1"SLIP JOINT : . � . SIDE WITH VAPOR BARRIER _ �° 0 ACOUTIC CEILING 11LE SUSPEPJDED FROM STRUCIURE +� ACOUSTICA�CEILiNG 11LE SUSPENDED ABOVE FROM STRUCTUR=ABOVE .I I I i i � I ' I » .: I I i � I � I I I NO. 200-B METALTAPE BEAD (TYP.) � ... '.�. �'� 3 5/8"METAL STUD TRACK ANCHORED a.. �� :- �- TO CEILING GRID AT EVERY TEE ; ''. .: �.. 21/2"METAL STUD 24"O.C: o� � _ u� bo � � z . . . , .. �, , . ... . . . . .. . . ••a"�� �.�. .i . . . . . . � - . F. � . . � . . . . . . . '.a•. . ,�, , . . . . . . . . . . . . . .. � . . . . . .� . . � . cn PIAN PLAN � � � v ACOUSTIC SOUND WSULAl10N - � � � ¢ . . . . .� .. . .,. .. . .. . .� � . .;_� ,. . .. ., ,• :: . �..,, , .,,., . , „ . . . . .. . . . . . . .. . ��f• . . . . . . � . � � . . . . . . . . . . . . . . � . . . . . � . . . � � . . . . . . . � . . . . . . . . . . . . � . . . . . � . � . . . . . � . . � � . . . . . . . . . \ � . � . � � . \ . . � . . ' . .. � . � . . . . . . ' . . . . . . . . . . � . � � � � . . . . . � � . � � . . . . . � . . � . � . � . . . . . . . , BASE BASE 1 LAYER OF 5/8"GYPSUM BOARD 1 LAYER OF 5/8"GYPSUM BOARD 'I EACH SIDE OF METAL STUD EACH SIDE OF 35/8"METAL STUD 'a @ 24"O,C. •� 24"O.G . . . . . . . . . � . . . . � � . . �a � . . � . . . � . . � � � . . . � . . ..r . . .. . . . . � . � . � � . . . . . . . . . . . . . . . � . ACOUSIIC SOUND INSULATION ..' ACCOUSTIC SOUND INSULAl10N 2 1/2"METAL STUD 24"O.C. .. '` METAL 3TUD TRACK. SECURE �' �' 3 5/8"METAL STUD TRACK. SECURE �� '; :; TO DCI�TING FLOOR AT24"O.C. �, '� TO IXISTING FLOOR AT24"O.C. <� '' , WALL BASE b WALL BASE F ACOUSIICAL SEALANT, BOTH SIDES •: ' WITH U5G ACOUSTICAL SEALANT .• .. ONE HOUR FIRE RATED PARTITION a � � SLAB TO SLAB ONE HOUR FIRE RATED 2 STANDARD INTERIOR PARTITION PARTITION. - NEW FLOOR TO CEILING DRYWALL s -� PARTITION � � � � . � �� ��� � ��� , � � � ��.�� � � � , �; �1�, � r � , �� � �. � � a , ='"��� � 4� ����,� �" �:,,��� ,°„ �'�u�' �`` � �-� ���t�� � � ���� NOTE: � • CHECK CEILING HEIGHT ON EACH PROJECT � Revision Project Name Date: 6/18/07 (��r/ \rC �oo�� I�C� issuEO FoR REViEw Scale: AS NOTED Space Planning/Design/Project Management AND ENGINEERING 6l20/07 VC-E-D-� � Project Rlo. � 7236 W. Fremont PL. Sq. Ft. , > �`. � _ Littleton, CO 80128 1300 WESTHAVEN DRIVE VAIL, COLORADO 81657 �rawing Tit�e sheet No. F�oor (303) 978-07 28 � DETAIL SHEET "1 ° D-1 — � E-MAIL: interarcinc@aol.com L_ STEEL BRAC�NG TO STRUCTURE ABOVE WITH KICKERS . — METAL CROSS BRACING TO DECK ENCAPSULATED SOUND INSULAl10N 48"O.C. WITH VAPOR BARRIER ,; � 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 �J � I � I � i � I � I � : � • HEAD _ : : HEAD , ff � • � �.. UNDERSIDE OF SLAB ', ', ACOUSIIC CEILWG 11LE SUSPENDED . .�. : . . FROM STRUCTURE ABOVE " �•� FIRE CAULK BOTH SIDES a: e' ENCAPSULATED SOUND INSULAl10N. ALUMINUM CHANNEL EXTEND 4'-0"BEYOND PAR11110N EACH (FASTENED TO BRACING ABOVE) MIN. OF 1"SLIP JOINT ',,. SIDE WITH VAPOR BARRIER Q SILICONE SEALANT ACOUTIC CEILING TILE +� � 3/8"CLEAR TEMPERED OR SUSPENDED FROM STRUCTURE ACOUSIICAL CEILING 11LE SUSPENDED �r ABOVE FROM STRUCTURE ABOVE +i LAMINATED GLASS, EDGES TO BE BEVELED AND SILICONED p; � I � � � I � I � � ��: i � I � I � I � I ':: '.: NO. 200-BMETALTAPEBEAD (TYP.) 3 5/8"METAL S7UD TRACK ANCHORED ' ". � � : : TO CEILING GRID AT EVERY TEE _ SILICONE SEALANT . � o � . �. ��' ' 2 1/2"METAL STUD 24°O.C. � ALUMINUM CHANNEL � �. ,,. ,...:. .. , _ . ..... �" ,.��a - .�� �° BLOCKING .4 . � . . z � � . . . , .. .. .a..,.. .... .• .;''. •• . . . � � . � . . . � � . . . . . . . . . , �—'-- . , . . . . . . . . � . . . � , . . . � . . . � � . �� � : � � . . . . . r i . � . . . . � . � , — . � � � . ' � . . � . . . . . . � . c� PLAN • .•.,. .: .. .�.: .�... .: . � PLAN ' BUILDING STANDARD PARTITION , � � v'� = ACOUSl1C SOUND INSULAl10N � r�i a ACCOUSTIG SOUND WSULAl10N � � . . . . , .; . . . .. , . . . , e'� 'a . .'� NOTE: SlLICONE TO DRYWALL � � � A . . ., � � •' .•: BASE : , � ' . . . . . . . . P' . . . . . BASE 1 LAYER OF 5/8"GYPSUM BOARD 1 LAYER OF 5/8"GYPSUM BOARD �•I EACH SIDE OF METAL STUD EACH SIDE OF 3 5/8"METAL STUD : :a @ 24"O.C. � •a 24"O.C. : ,' ACOUSl1C SOUND INSULAl10N '•' ACCOUSTIC SOUND INSULAl10N °�� BASE ... . 1 LAYER OF 518°GYPSUM BOARD �: . , ... . ; : . :,: '. 21/2"METAL STUD 24"O.C. �' ., �a ' '• EACH SIDE OF 3 5/8"METAL STUD 24"O.C. METAL STUD TRACK. SECURE 3 5/8"METAL STUD TRACK. SECURE .,, 3 5/8"METAL STUD TRACK. SECURE :: '� TO DCISTING FLOOR AT24"O.C. • � •� TO DCISIING FLOOR AT24"O.C. TO DCIS�ING FLOOR AT24"O.C. °. WALL BASE *�.� WALL BASE WALL BASE ; ACOUSTiCAL SEALANT,BOTH SIDES � WITH USG ACOUSTICAL SEAIANT °.. � ONE HOUR FIRE RATED PARTITION r� STANDARD INTERIOR PARTITION FULL HEIGHT GLASS PARTITION 1 � SLAB TO SLAB ONE HOUR FIRE RATED G NEW FLOOR TO CEILING DRYWALL `3 � NEW DRYWALL AND TEMP.GLASS PARTITION. PARTITION. PARTITION. DRYWALL TO 48"AFF TEMP. GLASS TO CEILING.WITH BLINDS. H EAD UNDERSIDE OF SLAB EXPANSION SPACE ACOUTIC CEILING 11LE SUSPENDED FROM STRUCTURE ABOVE I � I I � I � I ,,, a. LINE OF CONCRETE WALL 0 , � _ tr, ` +I PLAN N � r r N � .... � ° . � , �� tC� �� � ,� `����"� `� � rn � � ��� � �� E � BASE ,� �x 'M� � � ' 1 LAYER OF 5J8"GYPSUM BOARD ' n �� � � �� ,. �A '� ONE SIDE OF 21/2"METAL STUD � ` � ��'��,�`� @24"O.C. ,,�� x"��� ���� ���� .9 �.; ACCOUSTIC SOUND INSULATION ~�.�<�rt , LINE OF CONCRETE WALL !'��� °� � ���� 2 1/2"METAL STUD TRACK. SECURE TO DCISIING FLOOR AT24"O.C. '� WALL BASE .. NOTE: . . . � . . . . . . . .. . . � � . . . 4 . . . � � . . . � . � . � . � . � . � � . . . � � . � CHECK CEILING HEIGHT ON EACH PROJECT 4 TYPICAL CHASE WALL @ EXISTING CONCRETE PARTITION � ALL GLASS WILL BE TEMPERED OR LAMINATED � SAFETY GLASS � Revision Project Name Date: 6/18/07 I��r/ \rC �oo�, I�C� issuE� FoR PER►v�iT Scale: AS NOTED A ^ S ace Plannin /Desi n/Pro'ect Mana ement AND REVIEW 6/7 9/07 p g g � g Project No. VC-D-1 ° Sq. Ft. - 7236 W. Fremont PL. : Littleton, CO 807 28 Drawing Title Sheet No. Floor m 1300 WESTHAVEN DRIVE VAIL, COLORAD� 81657 (303> 97s-o72s E-MAIL: interarcinc@aol.com DETAIL SHEET "1 ° D-1 A - L , ,. _ _ - – -- . �rt.� ___ _—�-_ � �.�.�. .�� .�.�. �,.�,. � .�_ _y,�_„d ����� � M E C H A N I C A L L E G E N D PRESSi,�MP TAP c�, M E C H A N I CA L G E N E RQ L N OT E S P I P I N G I N S U LHT I O N S C H E D U LE (NOT ALL SYMBOLS SHOWN ARE NECESSARILY USED ON THESE DRAWINGS) 3-WAY CONTROL VALVE MANUAL AIR VENT L BASE BUILDING SPECIFICATIONS DRAWINGS AND LATEST REVISION ON CONTRACT DOCUMENTS FOR 35. PROVIDE AND INSTALL U.L LISTED TYPE "B" FlRE DAMPERS AT ALL PENETRATIONS IN FIRE MIN. INSULATION THICKNESS (IN.) FOR PIPE SIZES AIR DEVICES PIPING SYSTEM TYPE UP TO 17�Z° 2° 2Y° _ 4° 5" _ 6" COOLING COIL MECHANICAL WORK SHALL APPLY TO THESE DRAWINGS. RATED WALLS AS REQUIRED. PROVIDE COMBINAl10N FIRE/SMOKE DAMPERS A5 SHOWN ON DRAWINGS, CLASS II FOR VELOCITIES UP TO 1,500 FPM, CLASS I FOR VELOCI�IES ABOVE 1,500 ' DOMESTIC COLD WATER. 0.5 0.5 1 1 SYMBOL DESCRIPTION NC 2. ALL SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK SHALL BE INSULATED. ALL SUPPLY AIR AND FPM. FIRE/SMOKE DAMPERS SHALL BE DYNAMIC RATED. PROVIDE INSTALLAlION INSTRUCTIONS ��-�H� � I ' OUTSIDE AIR INTAKE DUCTWORK SHALL BE VAPOR 11GHT. ALL RECTANGULAR DUCTWORK SHALL FOR FIRE/SMOKE DAMPERS TO FIELD INSPECTOR AT 11ME OF INSPEC110N. DOMESTIC CHILLED WATER. 0.5 N/A N A N A NO BE GALVANIZED SHEET METAL, INTERNALLY LINED WITH 1" THICK, 2.0 LB/CU FT DENSITY DUCT " " " " � F OWS T 100% I HVAC CHILLED WATER SUPPLY AND RETURN. � �,� �,5 2 NEW 24 X 24 OR 12 X 12 PERFCRATED FACE SUPPLY AIR L E ' LINER EQUAL TO MANVILLE "LINACOUSTIC". ALL ROUND DUCTWORK SHALL BE WRAPPED WITH 36.. MECHANICAL CONTRACTOR SHALL INSTALL DUCT SMOKE DETECTORS IN MAIN SUPPLY AIR DUCT � DIFFUSER WITH 4-WAY THROW AND PJECK SIZE AS REQUIRED BY SHUT-OFF CIRCUIT ° 1-1/2" THICK, 1.0 LB/CU FT DENSITY DUCT WRAP EQUAL T0 MANVILLE "MICROLITE." ALL WRAP ALL MECHANICAL AIR-MOVING SYSTEMS WHERE REQUIRED BY CODE OR LOCAL AUTHORITIES. OF SPACE HEATING WATER SUPPLY AND RETURN. 1 2 2 2 -'- DIFFUSER SCHEDULE ON THIS SHEET. T1TUS MODEL PCS OR EQUAL . SETTER. SET AT � INSULATION SEAMS AND JOINTS SHALL BE SEALED WITH VAPOR-TIGHT FOIL-SCRIM-KRAFT TAPE. (DETECTORS SHALL BE FURNISHED, CONNECTED TO FIRE ALARM SYSTEM (WHERE APPLICABLE), PROVIDE FRAME FOR SURFACE MOUNTING IN GYPBOARD CEILING ) GPM SCHEDULED a � ALL SUPPLY AIR AND OUTSIDE AIR DUCTWORK LOCATED WITHIN BUILDING SHALL BE INSULAIED / - WITH A MINIMUM OF R-5 INSULAl10N. ALL SUPPLY AIR AND RETURN AIR DUCTWORK LOCATED AND HARD-WIRED TO FAN UNIT (FOR AUTOMATIC SHUTDOWN) BY ELECTRICAL,FlRE ALARM ' NOTES: � WHERE REQUIRED. OUTSIDE THE BUILDING ENVELOPE SHALL BE INSULATED WITH A MINIMUM OF R-8 INSULATION. CONTRACTOR.) . 1. ALL PIPING SYSTEMS LISTED ABOVE SHALL BE INSULATED WITH INSULATION THICKNESS AS INDICATED. NEW 24" X 12" PERFORATED FACE PETURN AIR GRILLE. (TITUS 37. ALL HVAC UNITS AND OTHER MECHANICAL EQUIPMENT SHALL BE FIELD LABELED WITH UNIT 3. ALL DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. m MODEL PXP OR EQUAL). ��CHWS ( NUMBER AND AREA SERVED. 2. FOR ANY PIPING NOT NOTED ABOVE TO BE EXPOSED TO OUTDOOR AMBIENT TEMPERATURES, " 4. PROVIDE SPIN-IN FITTINGS WITH BUTTERFLY DAMPERS FOR ALL ROUND SUPPLY RUN-OUT DUCTS 38. COOROINATE ACTUAL LOCATION OF PLUMBING FIXTURES AND ROUGH-INS WITH ARCHITECTURAL INCREASE INSULATION THICKNESS BY 0.5 INCHES WHEN INSTALLED IN SUCH EXPOSED LOCATIONS. PIPE UNION TO DIFFUSERS AND ALL ROUND RETURN/EXHAUST RUN-OUT DUCTS TO RETURN/EXHAUST DRAWINGS BEFORE BEGINNING WORK. 3. ALL INSULATED PIPING EXPOSED TO WEATHER SHALL BE PROTECTED WITH WEATHER-PROOF ALUMINUM N W 24" X 4" P R OR I RI LE. TITUS BALL VALVE �Typ� GRILLES. ANY DIFFUSERS OR GRILLES INSTALLED WHERE SAID BUTTERFLY DAMPERS WOULD BE JACKET. E 2 E F ATED FACE PETURN A R G L ( �-�yp� � MODEL PXP OR EQUAL). . INACCESSIBLE SHALL BE PROVIDED WITH INTEGRAL BALANCING DAMPERS. 39. PROVIDE ISOLATION VALVES AT ALL PLUMBING FIXTURES REQUIRING HOT AND�'OR'COLD WATER. CONDENSATE "f 5. SUBMIT OPERAl1NG AND MAINTENANCE BROCHURES FOR ALL EQUIPMENT INSTALLED UNDER THIS 40. ALL DOMESIIC HOT AND COLD WATER PIPING ABOVE GRADE SHALL BE TYPE l COPPER WITH N OTE TO G•C. t�•M., M EC H. S U BCO NTRACTO R� �`� EXISIING THERMOSTAT WHICH SHALL BE RELOCATED AS SHOWN DRIP PAN r ' CONTRACT. 95/5 SOLDERED FlTTINGS. TYPE K SOFT COPPER SHALL BE USED BELOW GRADE. `T� OR TO ANY LOCATION MARKED '�R°. 3/4° DRAW TO (PROVIDED WITH UNIT) , AND TEST & BALANCE SUBCONTRACTORo .. 6. SUBMIT COMPLETE AS-BUILT DRAWINGS FOR EACH FLOOR AREA ON ELECTRONIC FILES IN SUITABLE RECEPTOR � AUTOCAD VERSION 2004. 41. ALL INTERIOR ABOVE-GRADE WASTE, VENT AND STORM DRAIN PIPING SHALL BE CAST IRON WITH O(N) NEW THERMOSTAT TO MATCH EXISTI�G BUILDING STANDARD. NO-HUB FlTTINGS, NEOPRENE GASKETS, AND 300 SERIES STAINLESS STEEL CLAMPS. ALL MECHANICAL SUBCONTRACTOR SHALL INFORM TEST & BALANCE SUBCONTRACTOR OF THE 7. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR VERIFICATION OF EXISTING JOB CONDITIONS INTERIOR BELOW-GRADE WASTE, VENT AND STORM DRAIN PIPING SHALL BE SERVICE WEIGHT FOLLOWING REQUIREMENTS: GENERAL CONTRACTOR/CONSTRUCTION MANAGER SHALL ACCEPT PRIOR TO BID. NO ADDI110NAL COSTS SHALL BE AWARDED TO THE SUCCESSFUL CONTRACTOR CAST IRON, HUB-AND-SPIGOT TYPE, WITH NEOPRENE COMPRESSION GASKETS, ALL HORIZONTAL BIDS FROM TEST & BALANCE COMPANIES TO PERFORM TEST & BALANCE SCOPE OF WORK AS GENERAL C 0 0 LI N G C 0 I L P I P I N G D ETA I L W/C 0 N D E N SAT E D R I P PA N OR HIS SUBCONTRACTORS, AFTER BIDS HAVE BEEN SUBMITfED AND CONTRACTS AWARDED, FOR WASTE, VENT, AND STORM DRAIN PIPING SHALL BE SLOPED AT A MINIMUM OF 1/8" PER FOOT INDICATED ON THE CONTRACT DOCUMENTS. GENERAL CONTRACTOR/CONSTRUC110N MANAGER SCALE: NONE FAILURE TO VERIFY EXISTING JOB CONDITIONS. DISCREPANCIES BETWEEN ACTUAL FIELD OR AS OTHERWISE REQUIRED BY CODE. PIPING INSTALLED BELOW GRADE SH�LL BE COATED. SHALL CONTRACT DIRECTLY WITH THE SUCCESSFUL BIDDING TEST & BALANCE CONTRACTOR. CONDITIONS AND CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR INSULATE ROOF DRAIN PIPING (ABOVE GRADE) IN SAME MANNER AS SPECIFIED FOR DOMESIIC TEST & BALANCE WORK SHALL NOT BE BID THROUGH THE MECHANICAL SUBCONTRACTOR. TEST � POINT OF CONNECTION (P.O.C.) ALTERNATIVE METHODS OF INSTALLATION THREE (3) DAYS MINIMUM PRIOR TO BIDDING THIS JOB. HOT AND COLD WATER PIPING, WITH THICKNESS IN ACCORDANCE WITH PIPING INSULATION & BALANCE SUBCONTRACTOR SHALL SUBMIT BIDS DIRECTLY TO THE GENERAL SCHEDULE, AND PROVIDE JACKET WITH VAPOR BARRIER. CONTRACTOR/CONSTRUC110N MANAGER. � 0 0 IL1�1 8. ANY CONFLICTS DISCOVERED AFTER WORK HAS STARTED, NOT PREVIOUSLY BEING APPARENT AND PRESS/TEMP TAP (TYP) NECESSITAl1NG REVISIONS TO CONTRACT DOCUMENTS, SHALL BE BROUGHT TO THE ATTENTION OF 42. ALL HEAl1NG, CHILLED AND CONDENSER WATER PIPING 2° AND SMALLER SHAIL BE TYPE L ' A XXX XXX XXX THE ENGINEER FOR REVIEW AND APPROVAL OF ALTERNATIVE METHODS OF INSTALLAl10N. COPPER WITH SOLDERED FITTINGS. 2-1/2" AND LARGER SHALL BE SCHEDULE 40 WELDED T E ST � BA Lf1 N�E R E Q U I R E M E N TS r 3-WAY CONTROL VALVE MANUAL AIR VENT 9. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR OBTAINING BUILDING DEPARTMENT PERMIT FOR B�CK STEEL. L ALL SYSTEMS SHALL BE TESTED AND BALANCED BY AN INDEPENDENT, APPROVED, TEST AND `SUPPLY/EXHAUST/RETURN CFM HIS PORTION OF WORK PRIOR TO THE START OF CONSTRUC110N. 43. ALL REFRIGERANT PIPING SHAL� BE TYPE K HARD DRAWN COPPER TUBING WITH WROUGHT BALANCE COMPANY. COMPLY WITH BASE BUILDING SPECIFICAl10NS. SUBMIT SIX (6) COMPLETE HEATING COIL COPPER SI�VER SOLDERED FlTIINGS AND COUPLINGS OR TYPE L COPPER, REFRIGERANT GRADE, REPORTS FOR REVIEW BY ENGINEER. DUCTWORK AND ACCESSORIES NC 10. ALL WORK SHALL COMPLY WITH ALL APPI.ICABLE CODES AND REGULAl10NS. COLOR CODED AND MARKED ACR. SOFT-ANNEALED COPPER TUBING MAY BE USED IN SIZES UP HWR „ 2. VERIFY AND SUBMIT VERIFlCATION FOR EACH ZONE FULL COOLING, MINIMUM COOUNG �� � I 11. SUBMIT CUTS AND BROCHURES ON ANY EQUIPMENT FURNISHED UNDER THIS CONTRACT FOR TO 1-3/8 , AND, WHEN USED, SHALL BE ENCLOSED IN IRON OR STEEC PIPING OR IN CONDUIT, AND FULL HEAl1NG CAPACITY AS REQUIRED. SUBMIT AIR QUANTITIES AT MINIMUM DESIGN DOUBLE SINGLE N0 MOLDING OR RACEWAY WHICH WILL PROTECT SAID TUBING AGAINST DAMAGE. INSULATE ALL NEW STATIC PRESSURES AND ENTERING AND LEAVII�G TEMPERATURES FOR COOLING AND HEATING IINE LINE DESCRIP110N I ENGINEER'S REVIEW. SYMBOL SYMBOL FLOWSET 100% AND EXISIING REFRIGERANT SUC110N AND HOT GAS PIPING IN SAME MANNER AS SPECIFIED FOR MODES. MAXIMUM DESIGN COOLING CFM IS WHAI' IS SHOWN ON DRAWINGS AT ALIITUDE SHUT-OFF CIRCUIT 12. MECHANICAL CONTRACTOR SHALL CONTACT THE ENGINEER 48 HOURS PRIOR TO SUBSTANTIAL DOMESTIC HOT AND COLD WATER PIPING, WITH THICKNESS IN ACCORDANCE WfTH PIPING CONDI110NS. SETTER. SET AT COMPLETION OF CONSTRUC110N OR INSTALLATION OF CEI�ING 11LE, TO SCHEDULE A FINAL PUNCH INSULAl10N SCHEDULE. PROVIDE JACKET WITH VAPOR BARRIER FOR SUCTION UNES. �� EXISTING DUCTWORK TO REMAIN. GPM SCHEDULED 3. MINIMUM COOLING CFM FOR VAV ZONES SHALL BE SET AT 15% OF MAXIMUM DESIGN � LIST WALK-THROUGH. � 44. ALL CONDENSATE DRAIN PIPING SHALI BE TYPE M COPPER. CFM. ( ) 13. USE OF FLEXIBLE INSULATED DUCTWORK SHALL NOT EXCEED 6'-0" IN LENGTH FOR CONNECTING r-----� 45. PROVIDE DIELECTRIC COUPLINGS AT ALL CONNECTIONS BETWEEN DISSIMILAR M=TALS. 4. HEATING CFM FOR PARALLEL FAN-POWERED VAV TERMINALS SHALL BE SET AT 75% OF ,� � ____..,) EXISTING DUCTWORK WriICH SHALL BE REMOVED OR ANY INDIVIDUAL SUPPLY DIFFUSER OR RETURN GRILLE. (10° W.G. RATED POSITIVE STATIC MAXIMUM COOLJNG (PRIMARY AIR) CFM SETTING. FAN CFM FOR SERIES FAN-POWERED VAV �____� � ` RELOCATED AND REUSED WHERE POSSIBLE. PRESSURE AND 0.5" W.G. RATED NEGATIVE STATIC PRESSURE.) CONNECTIONS TO EXHAUST 46. INSULATE ALL DOMESTIC HOT AND COLD WATER PIPING WITH FIBER�LASS HEAVY DENSITY PIPE TERMINALS SHALL BE SET AT 100% OF MAXIMUM PRIMARY AIR CFM SETIING. ��HWS I GRILLES SHALL BE MADE WITH RIGID DUCTWORK ONLY. NEW OR RELOCATED DUCTWORK OF SIZE SHOWN, OF INSULATION WITH FIRE RESISTANT JACKET AND SELF SEALING LAP. INSULATION THICKNESS EQUIVALENT FREE AREA, OR AS OTHERWISE INDICATED. PIPE UNION 14 n SHALL BE W ACCORDANCE WITH PIPING INSULATION SCHEDULE. INSULATE FlTfINGS AND VALVE 5. ALL SUPPLY AIR DIFFUSERS AND EXHAUST REGISTERS SHALL BE BALANCED TO CFM � BALL VALVE ALL LOW PRESSURE/LOW VELOCITY (2 W.G. S.P. OR LESS) FLEXIBLE DUCTWORK SHALL BE � SIZE SHOWN OR INDICATED IS MINIMUM REQUIRED. ��) BODIES WITH MITERED SECTION FOR PIPE INSULAl10N OR WITH CEMENT TO A THICKNESS EQUAL SHOWN ON PLANS. EQUAL TO FLEXMASTER TYPE 3M WITH 1-1/2" THICK INSULATION WITH ACUMINIZED INNER AND TO ADJOINING PIPE INSULAl10N. FINISH FITIINGS AND VALVE BODIES WITH CANVAS `AND SEIZE ��� ' OUTER JACKET. WITH LAGGING ADHESIVE. FLANGES AND UNIONS SHALL NOT BE COVERED. COVERING SHALL BE 6. PROVIDE TEST AND BALANCE AND START-UP REPORT FOR ALL HVAC UNITS, AUX. AIR EXISIING DUCT TRANSITION. NEATLY TERMINATED ON EACH END OF SCREWED UNIONS WITH INSULAl1NG CEMENT. CONDITIONING SYSTEMS, AND EXHAUST FANS. REPORT SHALL INCLUDE ALL NAMEPLAT� � � 15. ALL HIGH PRESSURE/HIGH VELOCITY (2"-6" W.G. S.P. MAX.) FLEXIBLE DUCTWORK, WHERE DATA, DESIGN DATA, MEASURED MOTOR AMP DRAW, VOLTAGE, CFM, SUCTION AND DISCHARGE ALLOWED BY CODE, SHALL BE EQUAL TO FLEXMASTER TYPE TL-M WITH 1-1/2° THICK 47. INSULATE ALL HEATING, CHILLED AND CONDENSER WATER PIPING IN SAME MAVNER AS SPECIFIED STATIC PRESSURES, AND SUC110N AND DISCHARGE DRY BULB AND WET BULB TEMPERATURES. INSULATION, ALUMINIZED OUTER JACKET AND FLEXIBLE ALUMINUM DUCTWORK ON INSIDE. LENGTH FOR DOMESIIC HOT AND COLD WATER PIPING, WITH THICKNESS IN ACCORDANCE WITH PIPING �� �--�1--� NEW DUCT TRANSITION. H EATI N G CO I L P I P I N G D ETAI L OF CONNECTION SHALL NOT EXCEED 6'-0°. INSULATION SCHEDULE. PROVIDE JACKET WITH VAPOR BARRIER FOR CHILLED WATER PIPING. �• C H E C K A N D V E R I F Y A C T I V A T I O N O F E L E C T R I C, G A S O R H O T W A T E R H E A T, A N D S U B M I T C F M SCALE: NONE AND DELTA-TS AS REQUIRE0. 16. FINAL CONNEC110N OF FLEXIBLE DUCTWORK TO RUN-OUT DUCTS AND T0 CEILING DIFFUSERS 48. ALL INTERIOR ABOVE-GRADE GAS PIPING 2° AND SMALLER SHALL BE SCHEDI,LE 40 BLACK yy SHALL BE MADE WITH 0.5" WIDE, POSITIVE-LOCKING STEEL STRAPS. STEEL PIPE WITH 150 PSI O.W.G. BLACK BANDED MALLEABLE IRON SCREWED FITTINGS. ALL 8• MINIMUM OUTSIDE AIR CFM FOR ROOFTOP HVAC UNITS AND OTHER AIR HANDLWG UNITS NE HIGH PRESSURE CONICAL TAP. � SHALL BE SET AS SCHEDULE0. � , INTERIOR ABOVE-GRADE GAS PIPING 2-1/2" AND LARGER. AND ALL BELOW-6RADE INTERIOR - 17• CHECK, VERIFY AND MAKE OPERABLE ALL EQUIPMENT TO COMPLY WITH MANUFACTURER S GAS PIPING (ALL SIZES), SHALL BE WELDED SCHEDULE 40 BLACK STEEL. AL!_ BELOW-GRADE 9. TEST AND RECORD PRIMARY AIR DRY BULB AND WET BULB TEMPERATURES AND AMBIENT INTERIOR BLACK STEEL GAS PIPING SHALL BE COATED. ALL BELOW-GRADE CAS PIPING OUTSIDE AIR DRY BU�B AND WET BULB TEMPERATURES AT THE 11ME TESIING IS BEING PERFORMED. SPIN-IN FITIING WITH BUTTERFLY DAMPER. REQUIRED SPECIFICATIONS. � � � OF BUILDWG SHALL BE SCHEDULE 80 CPVC PIPING AND FlTTINGS. A�L GAS ?IPING INSTALLED FOR ALL NEW AND EXISTING RUN OUTS TO DIFFUSERS. 18. ALL MATERIALS INSTALLED W CEIUNG RETURN AIR PLENUM SHALL BE U.L. CLASS 1 RATED WITH ON ROOF SHALL BE SUPPORTED AT A MINIMUM OF EVERY 6 FEET WITH 6" MIN. CLEARANCE 10. CHECK AND CAUBRATE ALL THERMOSTATS. PROVIDE NOI1FlCAl10N OF ANY MALFUNC110NING PROVIDE NEW WHERE P�OT EXISTING.) OUTSIDE AIR DUCTWORK MAX. RATING OF 25 FLAME/50 SMOKE. FROM ROOF, EXCEPT WHERE GOVERNED BY MORE STRINGENT LOCAL CODES OR SPECIFICATIONS. THERMOSTATS TO THE MECHANICAL SUBCONTRACTOR, WHO SHALL REPAIR OR REPLACE FULL SIZED ROUND ALL VISIBLE GAS PIPING SHALL BE LABELED WITH PRESSURE AT 6'-0° ON CENTERS. ALL THERMOSTATS AS REQUIRE0. � � I (L--�� EXISTING MANUAL DAIvPER. � � DUCT CONNEC110N VOLUME DAMPER 19. ALL DUCTWORK SHALL BE MINIMUM 26 GAUGE SHEET METAL UNLESS OTHERWISE INDICATE0. PIPWG EXPOSED TO WEATHER SHALL BE PAINTED. HEATING MODE - SET AND LOCK AT 72'F T-R +/- 2F. I I REFER TO SMACNA GUIDE FOR REQUIRED GAUGES AND REINFORCEMENT REQUIREMENTS. COOLING MODE - SET AND LOCK AT 75'F T-R + - 2'F. I 49. ALL EQUIPMENT AND FIXTURES WHICH ARE CONNECTED TO A POTABLE WATER SUPPLY SHALL BE � ` INSTALLED JN SUCH A MANNER AS TO ELIMINATE THE POSSIBILITY OF ANY PNYSICAL OR �-�l FLEXIBLE DUCT. I I ` BOBRICATED MIXING 20. ALL ELBOWS OF RECTANGULAR DUCTWORK EXCEEDING 45 DEGREES SHALL HAVE DOUBLE 1L APPROVED TEST AND BALANCE COMPANIES: � THICKNESS TURNING VANES OR SHALL BE LONG RADIUS TYPE. ALL ELBOWS OF ROUND POTENTIAL CROSS-CONNECTION. VACUUM BREAKERS SHALL BE PROVIDED Fq2 ALL � � ONLY THOSE TEST AND BALANCE COMPANIES WHICH OBTAIN PRIOR APPROVAL IN DUCTWORK SHALL BE LONG RADIUS TYPE. SUBMERGED/ENCLOSED OUTLETS, DISH MACHINE LINES, HOSE CONNECTIONS, ETC. VACUUM � � BREAKERS SHALL BE INSTALLED A MINIMUM OF 6" ABOVE THE OVERFLOW RIM AND LOCATED ON WRIIING, FROM THE ENGINEER, SHALL BE ALLOWED TO SUBMIT A B!D ONTHIS PROJECT. I ________ FlLTER SHALL BE ALLOWED TO SUBMIT A BID ON THIS PROJECT. � I I 21. COORDINATE ALL WORK WITH OTHER TRADES AND STRUCTURE. THE DISCHARGE SIDE OF THE LAST VALVE ON THE EQUIPMENT. APPROVED BACKFLOW � EXISTING FIRE/SMOKE DAMPER TO REMAIN. � � PREVENTION DEVICES SHALL BE INSTALLED ON ALL CONTiNUOUS PRESSURE LINES SUPPLYING 12. TEST AND BALANCE REPORTS SHALL TYP I I . � I I 22. FIELD ROUTE ALL DUCTWORK AND PIPING, AS REQUIRED, T0 AVOID CONFLICTS WITH STRUCTURE, BE EWR TTEN OR COMPUTER PR NTER GENERATED LECTRICAL EQUIPMENT SUCH AS SODA CARBONATORS, ICE MACHINES, ETG � ELECTRICAL CONDUITS, LIGHTS, ETC. RUN ALL DUCTWORK AND PIPING AS HIGH AS POSSIBLE 13. TEST AND BALANCE PERSONNEL SHALL INFORM OUR OFFICE, TWO (2) DAYS W ADVANCE, TERMINAL BLOCK - AND SUSPEND FROM STRUCTURE ABOVE. 50. ALL FLOOR DRAINS AND FLOOR SINKS SHALL BE FLUSH-MOUNTED, PROPERLY SEALED, AND OF TIME OF TESTiNG AND BALANCING OF THE SYSTEM. AT THE T1ME OF TESIING AND �N) (N) PROVIDE 3 FT. EASILY ACCESSIBLE FOR CLEANING AND MAINTENANCE. _ BALANCING A REPRESENTATIVE OF OUR OFFICE WILL DO A FIELD OBSERVAl10N OF THE �� NEW FULL DUCT SIZE FIRE/SMOKE DAMPER. FAN-COIL CLEARANCE 23. THE MECHANICAL DRAWINGS ARE DIAGRAMMAl1C IN CHARACTER AND DO NOT NECESSARILY � PROVIDE ACCESS PANEL. MECHANICAL PORTION OF THIS JOB. (�( VOLUME DAMPER UNIT INDICATE EVERY REQUIRED OFFSET, VALVE, FlTTING, ETC. FIELD VERIFY ALL MEASUREMENTS 5L ALL WATER LINES, WASTE AND VENT L1NES, ETG SHALL BE CONCEALED WITHW THE WALL, 1 CHILLED WATER AND PRIOR TO ORDERING ANY EQUIPMENT, DUCTWORK, PIPING, ETG BELOW FLOOR, OR ABOVE CEILING SURFACES. HEAl1NG WATER CONNEC110NS 24. DRAWINGS ARE NOT TO BE SCALED. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD. 52. ALL PIPING SHALL BE PROPERLY SUPPORTED, WITH PROVISIONS FOR HORIZONfAL BRACING AND ���_,��_) EXISTING FIRE DAMPER TO REMAIN. PROVIDE ALL TRANSITIONS REQUIRED FOR INSTALLING DUCTWORK PER DRAWINGS AND AS EXPANSION/CONTRAC110N AS REQUIRED. FOR INSULATED PIPING, AT EACH SUPPORT LOCATION, RUN-OUT DUCT SIZE � (�-Z REQUIRED TO AVOID OBSTRUCTIONS. AL� TRANSITIONS SHALL MAINTAIN MINIMUM OF EQUIVALENT PROVIDE SHEET METAL SHIELDS FOR PIPING 2" AND SMALLER (EXCEPT WHERE REQUIRED TO BE SHALL BE SAME AS � CONDENSATE DRAIN ' , FREE AREA OF DUCTWORK TO WHICH THEY ARE ATTACHE0. CLAMPED) AND CALCIUM SILICATE THERMAL INSERTS WITH SHEET METAL SHIELDS FOR PIPING SUPPORT PROPERLY SIZE SPECIFlED FOR N 1� LARGER THAN 2" AND FOR ALL SIZES OF INSULATED PIPING REQUIRED TO BE CLAMPED. DIFFUSER INLET. � � �N� / � FLEX CONNECTOR ` 25. CONTRACTOR SHALL REVIEW ELECTRICAL POWER REQUIREMENTS FOR ALL MECHANICAL EQUIPMENT INCREASE RUN-OUT � NEW FULL DUCT SIZE FIRE DAMPER. � � �PRIOR TO ORDERING. SUBMIT ONE COPY OF EQUIPMENT SUBMITTALS TO ELECTRICAL DUCT SIZE 8Y ONE �-f--� PROVIDE ACCESS PANEL AND LABEL. / \ CONTRACTOR FOR COORDINATION. 53. SEAL ALL PIPING PENETRATIONS THROUGH FIRE-RATED WALLS WITH U.L. APPROVED LONG ELBOW FLEX CLASS 7 � �\ FIRESTOPPING MATERIAL. SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL, DUCT CONFIGURAl10N FULL SIZE WHEN I INCLUDING DETAILS OF CONSTRUCTION AND PROPOSED FlRE-RATED ASSEMBLIES, MATERIALS AND LENGTH OF RUN-OUT ; A Y 26. MECHANICAL CONTRACTOR SHALL FURNISH STARTERS FOR ALL THREE-PHASE MECHANICAL � LINED PLENUM PRODUCTS USED, AND VERIFlCAIION OF OVERALL SYSTEM COMPLIANCE. � DUCT FROM MAIN � �� NEW DUCT CAP. (SEE PLAN FOR SIZE) � � - EQUIPMENT (EXCEPT FOR STARTERS THAT ARE SHOWN TO BE PROVIDED IN MOTOR CONTROL � SUPPLY DUCT �___] CENTERS). STARTERS SHALL HAVE THREE-LEG CLASS 10 TRIP-FREE OVERLOAD PROTEC110N, 54. ALL PIPING SYSTEMS SHALL BE TESTED AND PROVEN TIGHT PRIOR TO CONCEALMENT. THE TEST EXCEEDS 20'-0". WITH MANUAL RESET, AND SHALL BE NEMA RATED. STARTERS SHALL BE INSTALLED BY SHALL BE WITNESSED BY OWNER'S REPRESENTAl1VE. ' PROVIDE TRANSI110N HVAC PIPING & COMPONENTS ELECTRICAL CONTRACTOR EXCEPT WHERE SUPPLIED INTEGRAL WITH MECHANICAL EQUIPMENT. AT THE DIFFUSER. � MECHANICAL CONTRACTOR SHALL PROVIDE SAFETY DISCONNECT SWITCHES FOR ALL MECHANICAL STAINLESS SYMBOL DESCRIPTION EQUIPMENT WHERE NOT SPECIFICALLY INDICATED ON PLANS TO BE PROVIDED BY ELECTRICAL STEEL STRAP �oN-�A�TOR. FIRE PROTECTION NOTES � BA�� �A�� r 27. ALL PIPING, VALVES, CONTROLS AND EQUIPMENT SHALL BE IDENTIFIED. ALL PIPING AND f AN CO I L D ETAI L EQUIPMENT SHALL BE IDENTIFlED WITH LETTERS MINIMUM 2° HIGH AND 6" LONG FLOW ARROWS. �• GENERAL CONTRACTOR SHALL SOLICIT BIDS FROM QUALIFIED FlRE PROTEC110V CONTRACTORS -DR- CONDENSATE DRAIN PIPING SHALL BE LABELED AT MAXIMUM 20' INTERVALS. FOR DESIGN AND INSTALLAl10N OF AN APPROVED FIRE SPRINKLER SYSTEM WHICH SHALL A » » I A CC r SCALE: NONE COMPLY WITH NFPA 13'AND ALL APPLICABLE CODES AND ALL REQUIREMENTS OF AUTHORIIIES TY P I CA� 2�'1' X 2 4 L�F'►Y�I N D I f f U S�L R CHWS- CHILLED WATER SUPPLY PIPING HAVING JURISDICTION. REFER TO SPECIFICAl10NS FOR ADDI110NAL INFORMAlION REGARDING ' A 28. MECHANICA� CONTRACTOR SHALL EMPLOY THE SERVICES OF A QUALIFlED TEMPERATURE � MATERIALS REQUIRED AND METHODS OF INSTALLATION. INSTALLf1TION DETAIL - -CHWR- CHILLED WATER RETURN PIPING CONTROLS CONTRACTOR FOR INSTALLAl10N OF ALL CONTROLS WORK. SUBMIT CONTRACTOR S HWS HEATING WATER SUPPLY PIPING QUALIFICAl10NS TO ENGINEER FOR REVIEW. 2. FIRE PROTEC110N CONTRACTOR SHALL COORDINATE LOCATION OF ALL PIPING WITH STRUCTURE, SCALE: NONE LIGHT FIXTURES, DIFFUSERS, RETURN AIR GRILLES, CEILING HEIGHTS AND CONFIGURAl10NS, AND - -HWR- - HEATING WATER RETURN PIPING 29. TEMPERATURE CONTROLS CONTRACTOR SHALL PROVIDE ALL WIRING ASSOCIATED WITH THE ALL EQUIPMENT RELATED TO OTHER TRADES. CONTRACTOR SHALL PROVIDE PROPER PIPE SIZING AUTOMATIC TEMPERATURE CONTROL SYSTEM, INCLUDING 120V FOR CONTROL PANELS, CONTROL AND ROUTING AS REQUIRED TO COMPLY WITH DESIGN CRITERIA. SPRINKLER HEAD LOCATIONS ' VALVES, AND CONTROL DAMPERS. ELECTRICAL WIRING SHOWN ON ELECTRICAL DRAWINGS SHALL SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND SHOWN FOR COORDINAiION PURPOSES N0�• FIRE PROTECTION SPRINKLER LEGEND BE PERFORMED BY ELECTRICAL CONTRACTOR. SUBMIT CONTROL DIAGRAMS TO ENGINEER FOR ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FULL SPRINKLER COVERAGE 24"x24» DIFFUSER SC�"'IEDULE SYMBOL DESCRIPTION REVIEW. COMPLYING WITH ALL APPLICABLE FIRE PROTECTION CODE REQUIREMENTS. 1. PROVIDE RIGID RUN-OUT DUCT AND FLEXIBLE DUCT CONNECTION SAME SIZE AS DIFFUSER Q EXISTING SPRINKLER HEAD TO REMAIN. 30. CHECK, VERIFY AND MAKE OPERABLE ALL CONTROL WORK FOR ALL SYSTEMS ASSOCIATED WITH 3. FlRE PROTEC110N CONTRACTOR SHALL PREPARE AND SUBMIT ALL SHOP DRAWINGS TO ALL CFM RANGE DIFFUSER NECK SIZE NECK DIAMETER. �� THE PROJECT. AUTHORITIES HAVING JURISDIC110N, SUCH AS FIRE DEPARTMENT, BUILDING DEPARTMENT, ETC., AS REQUIRED, FOR REVIEW AND APPROVAL. CONTRACTOR SHALL PROVIDE THE FIRE DEPARTMENT � _ 125 � 2. INCREASE RUN-OUT DUCT SIZE BY ONE 3L ALL BIDS SHALL INCLUDE ALL COSTS ASSOCIATED WITH THE PURCHASE AND DELIVERY OF AND THE ENGINEER WITH ONE (1) SET OF DRAWINGS, HYDRAULIC CALCULATIONS ANO EQUIPMENT 6 � FULL SIZE WHEN LENGTH OF RUN-OUT q � � � � EQUIPMENT TO THE JOB SITE IN TIME TO MEET ALL DEADLINES. REPORT, PRIOR TO BID, ANY SUBMITTALS FOR REVIEW AND APPROVAL. �2g _ 225 g°qy DUCT FROM MAIN SUPPLY DUCT IS LONGER , � �,� nnD DELIVERY PROBLEMS WHICH MIGHT PREVENT T1MELY COMPLETION OF THIS PROJECT. THAN 20'-0". PROVIDE TRANSITION �a1�1�ci�` � INC. 4. REFER T0 SPECIFlCATIONS FOR SPRINKLER HEAD TYPES. 226 - 300 10"0� AT THE DIFFUSER. �� HADJIANDASSOCIATES 32.. ALL FlRE DAMPERS, BALANCING DAMPERS, VALVES, EQUIPMENT AND CONTROLS SHALL BE ,.,�. ACCESSIBLE. MECHANICAL CONTRACTOR SHALL PROVIDE ACCESS PANELS AS REQUIRED TO , , „ �°^ CONSU�TING ENGWEERS 5• ALL SPRINKLER HEADS SHALL BE INSTALLED IN CENTER OF 2 X 2 CEILING TILES OR AT 301 - 400 12 � 9�� 1825 Lawrence Street,Suite 200 FACILITATE MAINTENANCE, REPAIR AND ADJUSTMENT OF ANY CONCEALED EQUIPMENT, DAMPERS, , , VALVES, CONTROLS, ETC. COORDINATE LOCATIONS OF REQUIRED ACCESS PANELS WITH QUARTER POINTS, ALONG THE CENTERLINE LENGTHWISE, OF 2 X 4 CEILING fILES, WHERE y • � � '� Denver,Colorado 80202 ARCHITECT. POSSIBLE. 401 - 500 14 0 � Phone: 303-293-3800 � ��/0�����.'� ��q Fax: 303-293-3884 33.. ALL DUCTWORK (HIGH PRESSURE AND LOW PRESSURE) SHALL BE SEALED AIR TIGHT. SEAL ALL l�' 4�yL�" E-maiL HadjiQHadjiEngr.com DUCTWORK, JOINTS AND SEAMS WITH MASTiC NON-HARDENING DUCT SEALER. �F G4�- a Hadji Job No: 06082.06 34.. ALL 24" x 24" CEIUNG SUPPLY AIR DIFFUSERS SHALL BE ADJUSTED OR PROVIDED FOR 4-WAY COPYRIGHT 2007-HADJI&ASSOCIATES,INC. ffi THROW EXCEPT AS OTHERWISE INDICATED BY DIREC110NAL ARROWS ON DRAWING. AUG ' � zOO� m�do��me��,a�tl}he�da�a�dd-s:9��o�=aP=�=,�o�ar�ha�a�. . � . . . .. . . . . . . . . � . . . �� � � � . � .. � � � � . � � � . . . . . . � � . � . . � � � � � . . . . � � . asanin5humentafProfessanaisemce,mnnotbeused,inwhdswm . . ` . . . . . . . . . . � . . . � � . . � � � � . � � � . . . � � � . . . � . . . . . . � � � . � . . � . . � � . � � Parf.forthisoranvo?h�rpr�ject,wift�ou'Ihewriitenauthoniafionol . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . � . � . . � . . . . � .� � � . � . . . . . . . . Had(&ksaclotes.LnG. . . . 9 � . . . � . . . . . . . . . . . . . . . . . . . . � .. . . . .. . . . . � . . . � . . . . � . . . � ... . . � . �� . � . � � . . . . . . . . . . . . . . . � Revision Project Name Date: 6/13/07 A � Q ISSUED FOR REVIEW AND ° � h��r/� \rC � �, I�C � Scale: NO SCALE � Space Planning/Design/Proje�t Management ENGWEERING 6/14/07 ' � SSUED FOR BLDG. DEPT. PrOJE'Ct NO. ' RESPONSES 8/13/07 SC�. Ft. 4 7236 W. Fremont PL. , Littleton, C0 80128 _ � Drawing Title Sheet No. Floor 1300 WESTHAVEN DRIVE Vl�IL, COLORADO 81657 c3o3� 9�s-o12s E-MP,��: interarcinc@ao�.com MECHANICAL LEGEND & NOTES M-0 LL _ . � � � . File Peth;J:\Vall Casc»tle Rasort&Spa\050821Mastxr RenovafinnD6lLower Level RenovaHon\!_L Sales R MntkelinnlO�awlnpsl0&13-07 AddxnAum No.M-0 O60B2.OG.dwo � . � � . -� , . � . � - � � � . . �. � . . � . �� � .. � . . � � . . � . . . . . � . � . � . . . � � � . � . . MECHANICAL GENERAL NOTES PIPING INSULATION SCHEDULE MECHANICAL LEGEND 1. BASE BUILDING SPECIFlCAl10NS, DRAWINGS AND LATEST REVISION ON CONTRACT DOCUMENTS FOR 31. CHECK, VERIFY AND MAKE OPERABLE ALL CONTPOL WORK FOR ALL SYSTEMS ASSOCIATED WITH MIN. INSULAl10N THICKNESS (IN.) FOR PIPE SIZES NOT ALL SYMBOLS SHOWN ARE NECESSARILY USED ON THESE DRAWINGS MECHANICAL WORK SHALL APPLY TO THESE DRAWINGS. THE PROJECT. PIPING SYSTEM TYPE � � � UP TO 17�Z° 2" 2XZ" - 4" 5" - 6" -� 2. ALL SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK SHALL BE INSULATED. ALL SUPPLY AIR AND 32. ALL BIDS SHALL INCLUDE ALL COSTS ASSOCIATE) WITH THE PURCHASE AND DELIVERY OF DOMESTIC COLD WATER. 0.5 0.5 1 1 AIR DEVICES DUCTWORK AND ACCESSORIES OUTSIDE AIR INTAKE DUCTWORK SHALL BE VAPOR 11GHT. ALL RECTANGULAR DUCTWORK SHALL EQUIPMENT T0 THE JOB SITE IN T1ME TO MEET ALL DEADLINES. REPORT, PRIOR TO BID, ANY DOMESIIC CHILLED WATER. 0.5 N A N A N A` DOUBLE SINGLE DELIVERY PROBLEMS WHICH MIGHT PREVENT 11MELY COMPLE110N OF THIS PROJECT. LINE �INE DESCRIPTION BE GALVANIZED SHEET METAL, INTERNALLY LINED WITH 1° THICK, 2A LB/CU FT DENSITY DUCT / / / SYMBOL DESCRIPTION SYMBOL � LINER EQUAL TO MANVILLE "LINACOUSTIC°. ALL ROUND DUCTWORK SHALL BE WRAPPED WITH 33. ALL FIRE DAMPERS, BALANCING DAMPERS, VALVES, EQUIPMENT AND CONTROLS SHALL BE HVAC CHILLED WATER SUPP�Y AND RETURN. � �,5 1,5 2 SYMBOL 1-1/2" THICK, 1.0 LB/CU FT DENSITY DUCT WRAP EQUAL TO MANVILLE "MICROLITE." ALL WRAP ACCESSIBLE. MECHANICAL CONTRACTOR SHALL 'ROVIDE ACCESS PANELS AS REQUIRED TO W Y . � 2 2 R INSULATION SEAMS AND JOINTS SHALL BE SEALED WITH VAPOR-11GHT FOIL-SCRIM-KRAFT TAPE. SPACE HEAl1NG ATER SUPPL AND RETURN 2 EXISTING 15" X 15° PERFORATED FACE SUPPLY AIR DIFFUSER WHICH ALL SUPPLY AIR AND OUTSIDE AIR DUCTWORK LOCATED WITHIN BUILDING SHALL BE INSULATED FACILITATE MAINIENANCE, REPAIR AND ADJUSTM:NT OF ANY CONCEALED EQUIPMENT, DAMPERS, � �� EXISTING DUCTWORK TO REMAIN. VALVES, CONTROLS, ETG COORDINATE LOCAl10��S OF REQUIRED ACCESS PANELS WITH F-� SHALL BE REMOVED OR RELOCATED AND REUSED IN ANY LOCATION �_� p � � WITH A MINIMUM OF R-5 INSULAl10N. ALL SUPPLY AIR AND RETURN AIR DUCTWORK LOCATED ARCHITECT. N�� �)��� MAP,KED "R" (PER DIFFUSER SCHEDULE) OR AS SHOWN BY ARROW. a OUTSIDE THE BUILDING ENVELOPE SHALL BE INSULATED WITH A MINIMUM OF R-8 IN�ULATION. � CAF' OFF EXISTING DUCT TAP AND REMOVE UNUSED RUN-OUT ~----� __ EXISIING DUCTWORK WHICH SHALL BE REMOVED OR 34. ALL DUCTWORK (HIGH PRESSURE AND LOW PRESSURE) SHALL BE SEALED AIR 11GHT. SEAL ALL 1. ALL PIPING SYSTEMS IJSTED ABOVE SHALL BE INSULATED WITH INSULAl10N THICKNESS AS INDICATED. DUCTWORK ASSOCIATED WITH REMOVED DIFFUSER AS REQUIRED. � ____ � � RELOCATED AND REUSED WHERE POSSIBLE 3. ALL DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. � � DUCTWORK, JOINTS AND SEAMS WITH MAS11C NON-HARDENING DUCT SEALER. 2. FOR ANY PIPING NdT NOTED ABOVE TO BE EXPOSED TO OU�UOOR AMBIENT TEMPERATURES, - NEN' 24° X 24° PERFORATED FACE SUPPLY AIR DIFFUSER WITH NEW OR RELOCATED DUCTWORK OF SIZE SHOWN, OF 4. PROVIDE SPIN-IN FITTINGS WITH BUTTERFLY DAMPERS FOR ALL ROUND SUPPLY RUN-OUT DUCTS •• � iNCREASE INSULATION THICKNESS BY 0.5 INCHES WHEN INSTALLED IN SUCH EXPOSED LOCATIONS. 35. ALL 24 x 24 CEILING SUPPLY AIR DIFFUSERS SHALL BE AaJUSTED OR PROVIDED FOR 4-WAY 4-WAY THROW AND NECK SIZE AS REQUIRED BY DIFFUSER �� EQUIVALENT FREE AREA, OR AS OTHERWISE INDICATED. TO DIFFUSERS AND ALL ROUND RETURN/EXHAUST RUN-OUT DUCTS TO RETURN/EXHAUST THROW EXCEPT AS OTHERWISE INDICATED BY DIRECTIONAL ARROWS ON DRAWING. 3. ALL INSULATED PIPING EXPOSED TO WEATHER SHALL BE PRI�lECTED WITH WEATHER-PROOF ALUMINUM ��N� SCNEDULE ON THIS SHEET. TITUS MODEL PCS OR EQUAL . � SIZE SHOWN OR INDICATED IS MINIMUM REQUIRED. " GRILLES. ANY DIFFUSERS OR GRILLES INSTALLED WHERE SAID BUTTERFLY DAMPERS WOULD BE JACKET. -_- PROVIDE FRAME FOR SURFACE MOUNTING IN GYPBOARD C ILING INACCESSIBLE SHALL BE PROVIDED WITH INTEGRAL BALANCING DAMPERS. 36. PROVIDE AND INSTALL U.L. LISTED, TYPE "B° FIFE DAMPERS AT ALL PENETRAl10NS IN FIRE WHERE REQUIRED. EXISTING DUCT TRANSITION. 5. SUBMIT OPERAl1NG AND MAINTENANCE BROCHURES FOR ALL E UIPMENT INSTALLED UNDER THIS RATED WALLS AS REQUIRED. PROVIDE COMBINATION FIRE/SMOKE DAMPERS AS SHOWN ON � � Q DRAWINGS, CLASS II FOR VELOCITIES UP TO 1,500 FPM, CIASS I FOR VELOCITIES ABOVE 1,50o NOTE TO G.C. C.M., MECH. SUBCONTRACTOR� �_� „ „ CONTRACT. EXISTING 15 X 15 EXHAUST RETURN AIR GRILLE WHICH FPM. FIRE/SMOKE DAMPERS SHAIL BE DYNAMIC RATED. PROVIDE INSTALLAl10N INSTRUC110NS ' A . ��,� SHALL BE REMOVED OR RELOCATED TO ANY LOCATION MARKED "R". �---h1-� NEW DUCT TRANSITION. 6. SUBMIT COMPLETE AS-BUILT DRAWINGS FOR EACH FLOOR AREA ON ELECTRONIC FILES IN FOR FIRE/SMOKE DAMPERS TO FIELD INSPECTOR AT 11ME OFINSPECTION. AND �EST � BALf�NCE SUBCONTRACTOR. � : AUTC�CAD VERSION 2004. ; - MECHANICAL SUBCONTRACTOR SHALL INFORM TEST & BALANCE SUBCONTRACTOR OF THE NEW 24" X 24" PERFORATED FACE EXHAUST AIR GRILLE. (TITUS � 7. CONTRACTOR SHAIL BE HELD RESPONSIBLE FOR VERIFICATION OF EXISTING JOB CONDITIONS 37. MECHANICAL CONTRACTOR SHALL INSTALL DUCT SMOKE DETECTORS IN MAIN SUPPLY AIR DUCT �N� MOD L PXP OR E UAL . PRIOR TO BID. NO ADDI110NAL COSTS SHALL BE AWARDED TO THE SUCCESSFUL CONTRACTOR ALL MECHANICAL AIR-MOVING SYSTEMS WHERE REQUIRED BY CODE OR LOCA� AUTHORIIIES. OF FOLLOWING REQUIREMENTS: GENERAL CONTRACTOR/CONSTRUCTION MANAGER SHALL ACCEPT � E Q � NEW HIGH PRESSURE CONICAL TAP. OR HIS SUBCONTRACTORS, AFTER BIDS HAVE BEEN SUBMITTED AND CONTRACTS AWARDED, FOR (DETECTORS SHALL BE FURNISHED, CONNECTED TO FIRE ALARM SYSTEM (WHERE APPLICABLE), BIDS FROM TEST & BALANCE COMPANIES TO PERFORM TEST & BALANCE SCOPE OF WORK AS INDICATED ON THE CONTRACT DOCUMENTS. GENERAL CONTRACTOR/CONSTRUCTION MANAGER FAILURE TO VERIFY EXISTING JOB CONDI110NS. DISCREPANCIES BETWEEN ACTUAL FIELD AND HARD-WIRED TO FAN UNIT (FOR AUTOMATIC SHUTDOWN) BY ELECTRICAL/FIRE ALARM „ „ SHALL CONTRACT DIRECTLY WITH THE SUCCESSFUL BIDDING TEST & BALANCE CONTRACTOR. NEW 24 X 24 PERFORATED FACE RETURN AIR GRILLE. (TITUS CONDITIONS AND CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ENGINEER'S ATTEN110N FOR CONTRACTOR.) TEST & BALANCE WORK SHALL NOT BE BID THROUGH THE MECHANICAL SUBCONTRACTOR. TEST �N� SPIN-IN FITTING WITH BUTTERFLY DAMPER. (REQUIRED - 'ALTERNATIVE METHODS OF INSTALLATION THREE (3) DAYS MINIMUM PRIOR TO BIDDING THIS JOB. & BALANCE SUBCONTRACTOR SHALL SUBMIT BIDS DIRECTLY TO THE GENERAL � MODEL PXP OR EQUAL). FOR ALL NEW AND CXISTING RUN-OUTS TO DIFFUSERS. 38. ALL HVAC UNITS AND OTHER MECHANICAL EQUIFMENT SHALL BE FlELD LABELED WITH UNIT CONTRACTOR/CONSTRUCTION MANAGER. �� � PROVIDE NEW WHERE NOT EXISTING.) 8. ANY CONFLICTS DISCOVERED AFTER WORK HAS STARTED, NOT PREVIOUSLY BEING APPARENT AND NUMBER AND AREA SERVED. �T� EXISIING THERMOSTAT WHICH SHALL BE RELOCATED AS SHOWN NECESSITATING REVISIONS TO CONTRACT DOCUMENTS, SHALI BE BROUGHT TO THE ATTEN110N OF 39. COORDINATE ACTUAL LOCAl10N OF PLUMBING FIXTURES AND ROUGH-INS WITH ARCHITECTURAL ' A `-� OR TO ANY LOCATION MARKED "R". THE ENGINEER FOR REVIEW AND APPROVAL OF ALTERNATIVE METHODS OF INSTALLATION. DRAWINGS BEFORE BEGINNING WORK. T E ST � BA Lf�1 N C E R E Q U I R E M E NTS I �� EXISIING MANUAL DAMPER. OT �N� NEW THERMOSTAT TO MATCH EXISTING BUILDING STANDARD. 9. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR OBTAINING BUILDING DEPARTMENT PERMIT FOR 40, pROVIDE ISOLAl10N VALVES AT ALL PLUMBING FIXTURES REQUIRING HOT AND OR COLD WATER. 1• ALL SYSTEMS SHALL BE TESTED AND BALANCED BY AN INDEPENDENT, APPROVED, TEST AND ` HIS PORTION OF WORK PRIOR TO THE START OF CONSTRUCTION. � BALANCE COMPANY. COMPLY WITH BASE BUILDING SPECIFICATIONS. SUBMIT SIX (6) COMPLETE ��l FLEXIBLE DUCT. 41. ALL DOMESTIC HOT AND COLD WATER PIPING ABOVE GRADE SHALL BE TYPE L COPPER WITH REPORTS FOR REVIEW BY ENGINEER. GENERAL � 10. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. 95/5 SOLDERED FlTTINGS. TYPE K SOFT COPPER SHALL BE USED BELOW GRADE. 2. VERIFY AND SUBMIT VERIFICAl10N FOR EACH ZONE FULL COOLING, MINIMUM COOUNG 11. SUBMIT CUTS AND BROCHURES ON ANY EQUIPMENT FURNISHED UNDER THIS CONTRACT FOR AND FULL HEATING CAPAC!TY AS REQUIRED. SUBMIT AIR QUANTITIES tiT MINIMUM DESIGN � PO�JT OF CONNECTION (P.O.C.) ENGINEER'S REVIEW. ' 42. ALL INTERIOR ABOVE-GRADE WASTE, VENT ANO STORM'DRAIN PIPING SHALL BE CAST IRON WITH STAl1C PRESSURES AND ENTERING AND LEAVING TEMPERATURES FOR COOLING AND HEATING )__�_�� EXISIING FIRE/SMOKE DAMPER TO REMAIN. NO-HUB FlTTINGS, NEOPRENE GASKETS, AND 30J SERIES STAINLESS STEEL CLAMPS. ALL MODES. MAXIMUM DESIGN COOLING CFM IS WHAT IS SHOWN ON DRAWINGS AT A�1ITUDE � ` ' ` 12. MECHANICAL CONTRACTOR SHALL CONTACT THE ENGINEER 48 HOURS PRIOR TO SUBSTANTIAL INTERIOR BELOW-GRADE WASTE, VENT AND STORM DRAIN PIPING SHALL BE SERVICE WEIGHT � p p I COMPLE110N OF CONSTRUCTION OR INSTALLATION OF CEILING TILE, TO SCHEDULE A FINAL PUNCH CAST IRON, HUB-AND-SPIGOT TYPE, WITH NEOP�ENE COMPRESSION GASKETS. ALL HORIZONTAL CONDITIONS. LIST WALK-THROUGH. WASTE, VENT, AND STORM DRAIN PIPING SHALL BE SLOPED AT A MINIMUM OF 1/8" PER FOOT 3. MINIMUM COOLING CFM FOR VAV ZONES SHALL BE SET AT 15% OF MAXIMUM (DESIGN) XXX XXX XXX (N) (N) OR AS OTHERWISE REQUIRED BY CODE. PIPING INSTALLED BELOW GRADE SHALL BE COATED. CFM. } � NEW FULL DUCT SIZE FIRE/SMOKE DAMPER. 13• USE OF FLEXIBLE JNSULATED DUCTWORK SHALL NOT EXCEED 6'-0" 1N LENGTH FOR CONNECIING L � PROVIDE ACCESS PANEL. INSULATE ROOF DRAIN PIPING (ABOVE GRADE) IN SAME MANNER AS SPECIFlED FOR DOMESIIC SUPP�Y/EXHAU�T/RETURN CFM �� ANY INDIVIDUAL SUPPLY DIFFUSER OR RETURN GRILLE. (10" W.G. RATED POSITIVE STATIC HOT AND COLD WATER PIPING, WITH THICKNESS IN ACCORDANCE WITH PIPING INSULATION 4. HEAl1NG CFM FOR PARALLEL FAN-POWERED VAV TERMINALS SHALL BE SET AT 75% OF � PRESSURE AND 0.5" W.G. RATED NEGATIVE STATIC PRESSURE.) CONNECTIONS TO EXHAUST SCHEDULE, AND PROVIDE JACKET WITN VAPOR BARRIER. MAXIMUM COOLING (PRIMARY AIR) CFM SETTING. FAN CFM FOR SERIES FAN-POWERED VAV GRILLES SHALL BE MADE WITH RIGID DUCTWORK ONLY. TERMINALS SHALL BE SET AT 100q OF MAXIMUM PRIMARY AIR CFM SETTING. .. . . . . . • , p . . . . � � . . . � . . . � . . . . 43 ALL HEATING, CHILLED AND CONDENSER WATER IPING 2 AND SMALLER SHALL BE TYPE L 5. ALL SUPPLY AIR DIFFUSERS AND EXHAUST REGISTERS SHALL BE BALANCED TO CFM � EXISTING FIRE DAMPER TO REMAIN. 14• ALL LOW PRESSURE/LOW VELOCITY (2" W.G. S.P. OR LESS) FLEXIBLE DUCTWORK SHALL BE COPPER WITH SOLDERED FlTTiNGS. 2-1/2" AND LARGER SHALL BE SCHEDULE 40 WELDED SHOWN ON PLANS. � EQUAL TO FLEXMASTER TYPE 3M WITH 1-1/2" THICK INSULATION WITH ALUMINIZED INNER AND BLACK STEEL � OUTER JACKET. 6. PROVIDE TEST AND BALANCE AND START-UP REPORT FOR ALL HVAC UNITS, AUX. AIR � . 44. ALL REFRIGERANT PIPING SHALL BE TYPE K HAFD DRAWN COPPER TUBING WITH WROUGHT CONDITIONING SYSTEMS, AND EXHAUST FANS. REPORT SHALL INCLUDE ALL NAMEPLATE (N) (N) 15• ALL HIGH PRESSURE/HIGH VELOCITY (2 -6 W.G. S.P. MAX.) FLEXIBLE DUCTWORK, WHERE COPPER SILVEP. SOLDERED FITTINGS AND COUPLIVGS OR TYPE L COPPER, REFRIGERANT GRADE, DATA, DESIGN DATA, MEASURED MOTOR AMP DRAW, VOLTAGE, CFM, SUCTION AND DISCHARGE � NEW FULL DUCT SIZE FIRE DAMPER. ALLOWEO BY CODE, SHALL BE EQUAL TO FLEXMASTER TYPE TL-M WITH 1-1/2 THICK COLOR CODED AND MARKED ACR. SOFT-ANNEALED COPPER TUBING MAY BE USED IN SIZES UP STATIC PRESSURES, AND SUCTION AND DISCHARGE DRY BULB AND WET BULB TEMPERATURES. �-F--� PROVIDE ACCESS PANEL AND LABEL. INSULATION, ALUMINIZEO OUTER JACKET AND FLEXIBLE ALUMINUM DUCTWORK ON INSIDE. LENGTH TO 1-3/8", AND, WHEN USED, SHALL BE ENCL05ED IN IRON OR STEEL PIPING OR IN CONDUIT, I OF CONNEC110N SHALL NOT EXCEED 6' 0". MOLDING OR RACEWAY WHICH WILL PROTECT SAD TUBING AGAINST DAMAGE. INSULATE ALL NEW �• CHECK AND VERIFY ACIIVATION OF ELECTRIC, GAS OR HOT WATER HEAT, AND SUBMIT CFM AND EXISTING REFRIGERANT SUCTION AND HOT GAS PIPING IN SAME MANNER AS SPECIFIED FOR AND DELTA-T°S AS REQUIRED. NEW DUCT CAP. 16. FINAL CONNECTION OF FLEXIBLE DUCTWORK TO RUN-OUT DUCTS AND TO CEILING DIFFUSERS DOMESTIC HOT AND COLD WATER PIPING, WITH 1HICKNESS IN ACCORDANCE WITH PIPING �] �� SHALL BE MADE WITH 0.5 WIDE, POSITIVE-LOCKING STEEL STRAPS. INSULATION SCHEDULE. PROVIDE JACKET WITH VAPOR BARRIER FOR SUC110N LINES. $• MINIMUM OUTSIDE AIR CFM FOR ROOFTOP HVAC UNITS AND OTHER AIR HANDLING UNITS SHALL BE SET AS SCHEDULED. 17• CHECK, VERIFY AND MAKE OPERABLE ALL EQUIPMENT TO COMPLY WITH MANUFACTURER'S PLUMBING PIPING & CO PONENTS � 45. ALL CONDENSATE DRAIN PIPING SHALL BE TYPE M COPPER. g. TEST AND RECORD PRIMARY AIR DRY BULB AND WET BULB TEMPERATURES AND AMBIENT � SPECIFlCATIONS. SYMBOL DESCRIPTION 46. PROVIDE DIELECTRIC COUPLINGS AT ALL CONNEC110NS BETWEEN DISSIMILAR METALS. AIR DRY BULB AND WET BULB TEMPERATURES AT THE 11ME TESIING IS BEING PERFORME0. ' 18. ALL MATERIALS INSTALLED IN CEILING RETURN AIR PLENUM SHALL BE U.L. CLASS 1 RATED WITH � MAX. RA�1NG OF 25 FLAME/50 SMOKE. 47. INSULATE ALL DOMESIIC HOT AND COLD WATER PIPING WITH FIBERGLASS HEAVY DENSITY PIPE �0, CHECK AND CALJBRATE ALL THERMOSTATS. PROVIDE NOTIFlCAl1�N OF ANY MALFUNCTIONING INSULATION WITH FIRE RESISTANT JACKET AND SELF SEALING LAP. INSULATION THICKNESS TMERMOSTATS TO THE MECHANICAL SUBCONTRACTOR, WHO SHAL� RFPAIR OR REPLACE ��yy�� SANITARY WASTE ABOVE FLOOR OR GRADE 19. ALL DUCTWORK SHALL BE MINIMUM 26 GAUGE SHEET METAL UNLESS OTHERWISE INDICATED. SHALL BE IN ACCORDANCE WITH PIPING INSULAlION SCHEDULE. INSU�ATE FlTTiNGS AND VAIVE TMERMOSTATS AS REQUIRED. REFER TO SMACNA GUIDE FOR REQUIRED GAUGES AND REINFORCEMENT REQUIREMENTS. BODIES WITH MITERED SECTION FOR PIPE INSULAl10N OR WITH CEMENT TO A THICKNESS EQUAL ��W �� SANITARY WASTE BELOW FLOOR OR GRADE TO ADJOINING PIPE INSULAl10N. FINISH FlTTINGS AND VALVE BODIES WITH CANVAS AND SEIZE HEATING MODE _ SET AND LOCK AT 72'F T-R +j_ 2'F. 20. ALL ELBOWS OF RECTANGULAR DUCTWORK EXCEEDING 45 DEGREES SHALL HAVE DOUBLE WITH LAGGING ADHESIVE. FLANGES ANO UNIONS SHALL NOT BE COVERED. COVERING SHALL BE COOLING MODE SET AND LOCK AT 75'F T-R +/ 2'F. CHWS- CHILLED WATER SUPP�Y PIPING THICKNESS TURNING VANES OR SHALL BE �ONG RADIUS TYPE. ALL ELBOWS OF ROUND NEATLY TERMINATED ON EACH END OF SCREWEC UNIONS WITH INSULATING CEMENT. ��, APPROVED TEST AND BALANCE COMPANIES: - -CHWR- CHILLED WATER RETURN PIPING DUCTWORK SHALL BE LONG RADIUS TYPE. ONLY THOSE TEST AND BALANCE COMPANIES 48. INSULATE ALL HEATING, CHILLED AND CONDENSER WATER PIPING IN SAME MANNER AS SPECIFIED WHICH OBTAIN PRIOR APPROVAL IN WRIIING, FROM THE ENGINEER, HWS HEATING WATER SUPPLY PIPING 21. COORDINATE ALL WORK WITH OTHER TRADES AND STRUCTURE. FOR DOMESIIC HOT AND COLD WATER PIPING, WTH THICKNESS IN ACCORDANCE WITH PIPING SHALL BE ALLOWED TO SUBMIT A BID ON THIS PROJECT. INSULATION SCHEDULE. PROVIDE JACKET WITH VAPOR BARRIER FOR CHILLED WATER PIPING. - -HWR- - HEATING WATER RETURN PIPING 22. FIELD ROUTE ALL DUCTWORK AND PIPING, AS REQUIRED, TO AVOID CONFLICTS WITH STRUCTURE, ----- ----- VENT ELECTRICAL CONDUITS, LIGHTS, ETC. RUN ALL DUCTWORK AND PIPING AS HIGH AS POSSIBLE 49. ALL INTERIOR ABOVE-GRADE GAS PIPING 2" AND SMALLER SHALL BE SCHEDULE 40 BLACK � AND SUSPEND FROM STRUCTURE ABOVE. STEEL PIPE WITH 150 PSI O.W.G. BLACK BANDED MALLEABLE IRON SCREWED FlTTINGS. ALL 12� �ST AND BALANCE REPORTS SHALL BE TYPEWRITTEN OR COMPUTER PRINTER GENERATED. - - DOMESIIC CO�D WATER (CW) ' INTERIOR ABOVE-GRADE GAS PIPING 2-1/2" At� LARGER, AND'ALL BELOW-GRADE INTERIOR �3, TEST AND BALANCE PERSONNEL SHALL INFORM OUR OFFICE, TWO (2) DtiYS IN ADVANCE, 23. THE MECHANICAL DRAWINGS ARE DIAGRAMMAl1C IN CHARACTER AND DO NOT NECESSARILY GAS PIPING (ALL SIZES), SHALL BE WELDED SCI-EDULE 40 BLACK STEEL ALL BELOW-GRADE OF T1ME OF TESIING AND BALANCING OF THE SYSTEM. AT THE TIME OF TESTiNG AND --- --- DOMESTIC HOT WATER (HW) , INDICATE EVERY REQUIRED OFFSET, VALVE, FITTING, ETC. FIELD VERIFY ALL MEASUREMENTS INTERIOR BLACK STEEL GAS PIPING SHALL BE CDATED. ALL BELOW-GRADE GAS PIPING OUTSIDE BALANCING, A REPRESENTAl1VE OF OUR OFFICE WILL D0 A FIELD OBSERVAl10N OF THE , PRIOR TO ORDERING ANY EQUIPMENT, DUCTWORK, PIPING, ETC. OF BUILDING SHALL BE SCHEDULE 80 CPVC PIPV�G AND FlTTINGS. ALL GAS PIPING INSTALLED MECHANICAL PORTtON OF THIS JOB. --- HOT WATER CIRCULATING (HWC) 24. ON ROOF SHALL BE SUPPORTED AT A MINIMUM OF EVERY 6 FEET. WITH'6° MIN. CLEARANCE PROVIDE ALL TRANSITIONS REQUIRED FOR INSTALUNG DUCTWORK PER DRAWINGS AND AS � REQUIRED TO AVOID OBSTRUC110NS. ALL TRANSITIONS SHALL MAINTAIN MINIMUM OF EQUIVALENT �OM ROOF, EXCEPT WHERE GOVERNED BY MORE STRINGENT LOCAL CODES OR SPECIFICATIONS. r NATURAL GAS ALL VISIBLE GAS PIPING SHALL BE LABELED WI1H PRESSURE AT 6'-0" ON CENTERS. ALL f I R E P R OT E CT I 0 N N OT E S FREE AREA OF DUCTWORK TO WHICH �1-IEY ARE ATTACHED. WCO � WALL CLEAN-OUT PIPING EXPOSED TO WEATHER SHALL BE PAINTED. � a 25. DRAWINGS ARE NOT TO BE SCALED. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD. 1. GENERAL CONTRACTOR SHALL SOLICIT BIDS FROM QUALIFlED FIRE PROTECTION CONTRACTORS - 50. ALL EQUIPMENT AND FIXTURES WHICH ARE CONNECTED TO A POTABLE WATER SUPPLY SHALL BE FOR DESIGN AND INSTALLATION OF AN APPROVED FIRE SPRINKLER SYSTEM WHICH SHALL FCO O FLOOR CLEAN-OUT - INSTALLED IN SUCH A MANNER AS TO ELIMINATE THE POSSIBILITY OF ANY PHYSICAL OR COMPLY WITH NFPA 13 AND ALL APPLICABLE CODES AND ALL REQUIREMENTS OF AUTHORIIIES � 26. CONTRACTOR SHALL REVIEW ELECTRICAL POWER REQUIREMENTS FOR ALL MECHANICAL EQUIPMENT pOTENTIAL CROSS-CONNEC110N. VACUUM BREAKERS SHALL BE PROVIDED FOR ALL HAVING JURISDICTION. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMAl10N REGARDING � FD F�OOR DRAIN PRIOR TO ORDERING. SUBMIT ONE COPY OF EQUIPMENT SUBMITTALS TO ELECTRICAL MATERIALS REQUIRED AND METHODS OF INSTALLAl10N. CONTRACTOR FOR COORDINAl10N. SUBMERGED/ENCLOSED OUTLETS, DISH MACHINE LINES, HOSE CONNEC110NS, ETC. VACUUM � FS FLOOR SINK - . BREAKERS SHALL BE INSTALLED A MINIMUM OF 6 ABOVE THE OVERFLOW RIM AND LOCATED ON 2, FlRE PROTECTION CONTRACTOR SHALL COORDINATE LOCATION OF ALL PIPING WITH STRUCTURE, 27. MECHANICAL CONTRACTOR SHALL FURNISH STARTERS FOR ALL THREE-PHASE MECHANICAL THE DISCHARGE SIDE OF THE LAST VALVE ON T�iE EQUIPMENT. APPROVED BACKFLOW LIGHT FIXTURES, DIFFUSERS, RETURN AIR GRILLES, CEILING HEIGHTS AND CONFIGURATIONS, AND °" EQUIPMENT EXCEPT FOR STARTERS THAT ARE SHOWN TO BE PROVIDED W MOTOR CONTROL PREVEN110N DEVICES SHALL BE INSTALLED ON /�lL CONIINUOUS PRESSURE LINES SUPPLYING D� BALL VALVE _ � ALL EQUIPMENT RELATED TO OTHER TRADES. CONTRACTOR SHALL PROVIDE PROPER PIPE SIZING CENTERS . STARTERS SHALL HAVE 1}iREE-LEG CLASS 10 TRIP-FREE OVERLOAD PROTECTION, EQUIPMENT SUCH AS SODA CARBONATORS, ICE NACHINES, ETC. ) AND ROUIING AS REQUIRED TO COMPLY WITH DESIGN CRITERIA. SPRINKLER HEAD LOCAl10NS D4 GATE VALVE °`' w WI1H MANUAL RESET,"AND SHALL BE NEMA RATED. STARTERS SHALL BE INSTALLED BY ' SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND SHOWN FOR COORDINATION PURPOSES 51. All FLOOR DRAINS AND FLOOR SINKS SHALL BE FLUSH-MOUNTED, PROPERLY SEALED, AND ELECTRICAL CONTRACTOR EXCEPT WHERE SUPPLIED INTEGRAL WITH MECHANICAL EQUIPMENT. ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FULL SFRINKLER COVERAGE MECHANICAL CONTRACTOR SHALL PROVIDE SAFETY DISCONNECT SWITCHES FOR ALL"MECHANICAL EASILY ACCESSIBLE FOR CLEANING AND MAINTENANCE. COMPLYING WITH ALL APPLICABIE FIRE PROTEC110N CODF REQUIREMENTS. �R CONDENSATE DRAIN EQUIPMENT WHERE NOT SPECIFlCALLY INDICATED ON PLANS TO 8E PROVIDED BY ELECTRICAL 52. ALL WATER IJNES, WASTE AND VENT LINES, ETC SHALL BE CONCEALED WITHIN THE WALL, CONTRACTOR. 3. FlRE PROTEC110N CONTRACTOR SHALL PREPARE AND SUBMIT ALL SHOP URAWINGS TO`ALL BELOW FLOOR, OR ABOVE CEILING SURFACES. FlRE PROTECTION SPRINKLER LEGEND AUTHORITIES HAVING JURISDICTION, SUCH AS FIRE DEPARTMENT, BUILDING DEPARTMENT, ETC., AS 28, ALL PIPING, VA�VES, CONTROLS AND EQUIPMENT SHALL BE IDENTIFlED. ALL PIPING AND REQUIRED, FOR REVIEW AND APPROVAL. CONTRACTOR SHALL PROVIDE THE FIRE DEPARTMENT SYMBOL DESCRIPTION 53. ALL PIPING SHALL BE PROPERLY SUPPORTED, WTH PROVISIONS FOR HORIZONTAL BRACING AND EQUIPMENT SHALL BE IDENTIFIED WITH LETTERS MINIMUM 2° HIGH AND 6" LONG FLOW ARROWS. AND THE ENGINEER WITH ONE (1) SET OF DRAWINGS, HYDRAULIC CALCULATIONS AND EQUIPMENT PIPING SHALL BE LABELED AT 20' MAXIMUM INTERVALS. EXPANSION/CONTRAC110N AS REQUIRE0. FOR I��SULATED PIPING, AT EACH SUPPORT LOCATION, SUBMITfALS FOR REVIEW AND APPROVA�. O EXISTING SPRINKLER HEAD TO REMAIN. PROVIDE SHEET METAL SHIELDS FOR PIPING 2" AND SMALLER (EXCEPT WHERE REQUIRED TO BE 29. MECHANICAL CONTRACTOR SHALL EMPLOY THE SERVICES OF A QUALIFIED TEMPERATURE CLAMPED) AND CALCIUM SILICATE THERMAL INSERTS WITH SHEET METAL SHIELDS FOR PIPING 4. REFER TO SPECIFICATIONS FOR SPRINKLER HEAD TYPES. CONTROLS CONTRACTOR FOR INSTALLAl10N OF ALL CONTROLS WORK. SUBMIT CONTRACTOR�S LARGER THAN 2" AND FOR ALL SIZES OF INSUL4TED PIPING REQUIRED TO BE CLAMPE0. QUALIFICATIONS TO ENGINEER FOR REVIEW. 5. ALL SPRINKLER HEADS SHALL BE INSTALLEO IN CENTER OF 2' X 2' CEILING T1LES OR AT 54. SEAL ALL PIPING PENETRATIONS THROUGH FIRE-RATED WALLS WITH U.L. APPROVED QUARTER POINTS, ALONG THE CENTERLINE LENGTHWISE, OF 2' X 4' CEILING TILES, WHERE 30. TEMPERAlURE CONTROLS CONTRACTOR SHALL PROVIDE ALL WIRING ASSOCIATED WITH THE FlRESTOPPING MATERIAL SUBMIT SHOP DRAWIN�S TO ENGINEER FOR REVIEW AND APPROVAL, POSSIBLE. , AUTOMATIC TEMPERATURE CONTROL SYSTEM, INCLUDING 120V FOR CONTROL PANELS, CONTROL INCLUDING DETAILS OF CONSTRUCTION AND PROPOSED FIRE-RATED ASSEMBLIES, MATERIALS AND VALVES, AND CONTROL DAMPERS. ELECTRICAL WIRING SHOWN ON ELECTRICAL DRAWINGS SHALL PRODUCTS USED, AND VERIFICAl10N OF OVERALL SYSTEM COMPLIANCE. BE PERFORMED BY ELECTRICAL CONTRACTOR. SUBMIT CONTROL DIAGRAMS TO ENGINEER FOR REVIEW. 55. ALL PIPING SYSTEMS SHALL BE TESTED AND PRDVEN TIGHT PRIOR T0 CONCEALMENT. THE TEST SHALL BE WITNESSED BY OWNER'S REPRESENTAIVE. � , VD � � nn � � .� iNC. E.6fSTf� � NADJI AND ASSOCIATES CONSULTING ENGINEERS -°;`" 1825 Lawrence Street,Suite 200 � � Denver,Colorado 80202 � � Phone: 303-293-3800 � + : Fax: 303-293-3884 '�.g�d. �0(�l�Al F• c,�Q : E-maiL• HadjiQHadjiEngr.com � Hadji Job No: JOB NUMBER ¢ �f ��9�-��� : COPYRIGHT 2007-HADJI&ASSOCIATES,INC. .. . . .. .� . . � . .. . . . . . . . . . . � . . � . � . . . � � . . . . � � . � . . . . � . . . � . . � . . . . . . . . . . � . � � T' dovmr�rtf,and'he'd�a�anddc5,c,ncane,eplsrcc�poraledhnrein, . ��� � i�/ . . . . � . . . � . . . . � . � . . � . . . . .. . . .. . . . � . . � . . . . . � . . � . . . . . . . . . . nso inslrumenlotpro`esiontiservice r.onictbeusecl inwhalear��n �1 � � � 6.��� . . . . . . � . . . . ' . . . .. . . . . . . . . � . . . . � � . . � . � . . � � � . . . . � . . . � . . . . .. . . � � . . . . . ' � � . . . port.foriM16arani'o'IVrpro�ct,wlfncutthevR�fena�ihenzationof . . . . . . . � . � . . � . . � � , . . . � . . .. � � . . . . . . . . � . . . . . � . . � . . � . � . . . . . . � . . . . . . . . HadyGASSacates,lnc. . . . . . . .. . . . �, . � e � . . � . . . . . . . . . � . . . . . . . . � � � � . � . . . . . . � � . . . . . . . . � � � . � . . . . . . . .� . � � . �. . . � . : .. . . . ... . . . § . . . �� . . . . . .. . � . .� � � . . � � .� . ' � � .. . � � . . . � . � . � . � . . . . . . � . � � . . . . . . . . . . . . . . . � � . . . . . . .� . . . .. . . .. . . ' . . . . .. ' . . . . . . . . . . . a Revision Project Name Date: 6/20/07 - ' }� }� �j ISSUED FOR REVIEW AND AS SHOWN -„ _ , I��I �I C � / � I�� i ENGINEERING 6 14 07 SCc112: , - Space Planning/Design/Project Managzment � � Pt'OJeCt NO. �6�82.06 , a � � SSUED FOR BLDG. DEPT. 7236 W. Fremont PL. �ESPONSES sii sio� Sq. Ft. � Littleton, CO 80128 1300 WESTHAVEN DRIVE VAI L COLORADO 81657 (303) 9�s-o12s orawing Tit�e sheet No, F�oor ' E-�/►,4��: interarcinc@ao�.com MECHANICAL NOTES AND LEGEND M-OA LL L ��... � � File Path:C:\DOCUME-1lmn�aMLOCALS-t\TemPacPuhlish_2756�M-0 0608208 Legand R Nof�s.dwg . . . .. . . . . . .. � � . . . . . .. �. � � . . � � � . . . . . . . . . . . . . .'.... . . . . . . . � � . � . . . � . . . � . � .. . . . . . . . . � � 0 . PRESS/TEMP TAP (TYP) OUTSIDE AIR DUCTWORK MECHANICAL EQUIPMENT LIST. � � F��� S�ZEO Ro�No 6 3–WAY CONTROL VALVE MANUAL AIR VENT DUCT CONNECT10N VOLUME DAMPER Q i i �' C�L NEW TRANE 'UNITRANE' SERIES MODEL FC–CB, 2–ROW COOLING 2–ROW HEAl1NG, � ' HORIZONTALLY CONCEALED FAN–COIL UNIT. 835 CFM, 17.6 TOTAL MBH AND 14.4 HEATING COIL � FABRICATED MIXING � _ `------ SENSIBLE COOLING CAPACITY AT SEA LEVEL WITH 80'F [B ENTERING AIR TEMPERATURE I I BOX AND 3.73 GPM OF CHILLED WATER WITH A 45'F ENTERING WATER TEMPERATURE AND 5.2 �„---�— HWR NC I i i FEET P.D. 52.8 TOTAL MBH HEATING CAPACITY AT SEA LEVEL WITH 70'F EAT AND 3.52 � NO � GPM OF HEATING WATER WITH A 180'F EWT AND 4.3 FEET P.D. I -------- FlLTER FLOWSET 10�% p , UNIT ELECTRICAL: 115V 1PH 6aHZ SHUT–OFF CIRCUIT j j MOTOR: 2.1 FLA, 0.13 HP / SETTER. SET AT LECTRICAL GPM SCHEDULED TERMINAL BLOCK – � UNIT SHALL INCLUDE CONDENSATE PUMP. MIXING–BOX. UNIT–MOUNTED NON–LOCKING PROVIDE 3 FT. FAN–COIL CLEARANCE ' ELECTRICAL DISCONNECT, 1° THICK, 20� EFFICIENT DISPOSABLE FlLTERS, UNIT HEAl1NG/COOLING THERMOSTAT WITH 3–SPEED FAN COMROL, AND 3–WAY CONTROL VOLUME DAMPER VALVE FOR THE CHILLED WATER AND HEATING WATER. UNIT SHALL BE INSTALLED PER �_ H� CHILLED WATER AND ' MANUFACTURER'S REQUIREMENTS AND RECOMMENDATION5, MAINTAINING ALL NECESSARY I HEAl1NG WATER "p SERVICE CLEARANCES. SUSPEND FAN–COIL UNIT FROM STRUCTURE WITH FOUR (4) 3/8° PIPE UNION CONNEC110NS ALL 1HREAD RODS AND MASON INDUSTRIES TYPE 30N �RING VIBRATION ISOLATORS BALL VALVE �np� y SIZED FOR 1.4" STAl1C DEF�ECTION. SYSTEM SHALL HAVE ONE (1) YEAR PARTS ��� WARRANTY. REFER TO FAN-COIL UNIT DETAIIS THIS SHEET. CONDENSATE DRAIN ' AS AN ADD ALTERNATE, CONTROLS FOR THE NEW FAN COIL UNIT SHALL BE DDC. / �\ FLEX CONNECTOR MECHANICAL CONTRACTOR SHALL PROVIDE A SEPARATE LINE ITEM FOR DDC OCNTROLS � � AND UPDAl1NG THE GRAPHICS ON THE FRONT END OF 1HE DDC SYSTEM. H EAT I N G C A I L P I P I N G D ETA I L j �� SCALE: NONE LINED PLENUM (SEE PLAN FOR SIZE) � � PRESS/TEMP TAP (TYP) : l 3–WAY CONTROL VALVE MANUAL AIR VENT �oo��N� �o�� F'A N C O I L D ETA I L NC SCALE: NONE �—CHWR—D9 � �I � NO I FLOWSET 100% SHUT–OFF CIRCUIT RUN–OUT DUCT SIZE SHALL BE SET7ER. SET AT SAME AS SIZE SPECIFlED FOR GPM SCHEDULED SUPPORT PROPERLY DIFFUSER INLET. INCREASE RUN–OUT DUCT SIZE BY ONE FULL SIZE WHEN LENGTH OF LONG ELBOW FLEX CLASS 1 RUN-OUT DUCT FROM MAIN : j�----�—CHWS I , DUCT CONFIGURAl10N PROVI E TRANSI110N AT THE�„ PIPE UNION ' j DIFFUSER. BALL VALVE (Typ) I ��) , CONDENSATE DRIP PAN STAINLESS � 3/4" DRAIN TO (PROVIDED WITH UNIT) STEEL STRAP SUITABLE RECEPTOR � COOLING COIL PIPING DETAIL W CONDENSATE DRIP PAN �� » _ .,� TYPICAL 24 x24 LAY IN DIFFUSER S�A�E: NoNE INSTALLATION DETAIL SCALE: NONE » » . 24 x24 DIFFUSER SCHEDULE � 1. PROVIDE RIGID RUN–OUT DUCT AND FLEXIBLE CFM RANGE DIFFUSER NECK SIZE DUCT CONNEC110N SAME SIZE AS DIFFUSER NECK DIAMETER. 0 – 125 6"0� 2. INCREASE RUN-OUT DUCT SIZE BY ONE FULL SIZE WHEN LENGTH OF RUN-OUT 126 – 225 8"s� DUCT FROM MAIN SUPPLY DUCT IS LONGER 226 – 300 10"� THAN 20'-0°. PROVIDE TRANSITION AT THE DIFFUSER. 301 – 400 12"4 401 – 500 14"0 a u� V � � � V p �� n� ��sr���� �� _ WC. ,,�, HADJI AND ASSOCIATES �§ CONSULTING ENGINEERS l���� r'"'` 1825 Lawrence Street,Suite 200 ,�, � � Denver,Colorado 80202 e� ��; Phone: 303-293-3800 ' J. ��0��� E� � Fax: 303-293-3854 tP �,,'� E-maiL Hadji@HadjiEngr.com a¢ �{��.Q�' , Hadji Job No: JOB NUMBER COPYRIGHT 2007-HADJI&AS50CIATES,INC. � � . � . . � � . . �. . . .. . � . . � . � . � . � . � . . � . . � . . . . . . . . . . . . . � � fisdacume•�f,andfhe'duo�andde�igrcon�euhrcerpar�Rdheruin, .�uG' .' '� ���� . . . � . . . ' . . . .. � � � . . � � . . . . . . � . � � . . � . � . . . � � . . � . � � aso^In>tnmentnfProfe.sonniservlcecanno'beusvtlinwhcleav� . . � � . . � � � � . � � � � � � � . � . � . . � � � . . . � . � . . � � � . � . . � . � . � part.farthl;oranYothsrproj9ct.'eNfhoutthewnttenauthad.atlonaF � . . . . . . . . . . . .. . � . . . . . � . . . � . . . . . . . . . � . . . �� . � � � � . � Had1�GASSOC�Ies,lrc. . . � � � � . � � � . � � � � . . . . n Revision Project Name Date: 6/20/07 ', ^ I���I �I C �OO�J I�C i ISSUED FOR REVIEW AND AS SHOWN Scale: !� S ace Plannin /Desi n/Pro'ect Mana ement ENGINEERING 6/14/07 • 06082.06 � - p g g � g � SSUED FOR BLDG. DEPT. PCOJ@Ct NO. , _ � - . 7236 W. Fremont PL. RESPONSES sil3io� Sq. Ft. e & Littleton, CO 80128 Drawing Title Sheet No. Floor � (303) 978-01?_8 1300 WESTHAVEN DRIVE VAIL, COLORADO 81657 E-M�,��: interarcinc@ao�.com MECHAINCAL DELTAILS M-1 LL L _ .. . File Path�J�lVail CascaAe Resort 8 SP�\060821Mester RSnnvationA6llower Leval RnnovationlU.OftICelDiawings�&1397 AtlAendum No.11M-1(160H2�6 DaWils.dwq. .. .. . . . .. . . . � � � � � . � .. . . . . � . . � . � � . . . . . � . . . � �� � � . . � � � . . . . . � . � . . . � . � . . � .. . . . . . . . . . . . . . ..... .� .... . .. . . . . . . . . . . . . . .. ... ..,.. . . . . ... —'_ , . �, � �. � 1 � 3 ,� � � I 6 n ! � PI EW P!EW N EW �E�l1 @U��dRl h1 E19V � �DFFICE OFFIGE COFFICE \� E?F�IC� OIFFIC� CI��'ICE �� � T 1 0 1 0 1 0 � � 3 5 o��e� - - — - -- - - ���� �►�Eta 2 _ _ _ _ -- aa��a 3 . 6 0 N) UH i i � i � 4 _ — �N ` 150 � i � � 7 0 �I � .` -_ ___ __�_.� _ � � ' ____. _..__ -- � �N� T �._.- i i � I „ � �' � � A 150 -I I _ 1-1/4° � � a , !� ` i 0 16 10 ' 50 ,'� �n � � I _ C WS H� � � � - � ' _ � I � I � 4 - - ' - - - - Ip �i � - � • _ __ : � _ � I _ _ �N, � ----- f- 17 1 i5 —3 � i � � � � � � ` _ . _ {-- �A � _ _.— I (N) � , 1 , , C - 125 � i I i ( DR � HWS � 25 , U- - --___ I , ____-_ _ 1 , � I �N) �q. �' � H ~ ` ii � � 1 1/ " I ' I � I � 6/10 ` � 100 � � � � 0 � 17 1 1'5 I � � I ( ( — , _ (N I L 16 10 i - - � � '� UH I �N i � -- 3� � � o � �T� � � � � � i I � 2 4 - 140 � . �DR , � � b � OP��N ARE�4 ( ' � , �N�3�4p 3�4� ��l`.��► � ������N� � , ��� �������� I �������' � H�uv ��E l�AT'1 � I � ��w �F'FIC� , QFFIC� - I (N)1-1/2" CHWS/R � �N)3�4� � �I I I � (N)2" CHWS/R VALVED I & CAPPED FOR FUTURE I I � ' � � � � o �� ( ( � _` I � 8 � L I ���DR�� I � 5 � N N MECHANICAL PLAN T: . HVAC PIPING PLAN � ,,F i 1 - 2 �; : „ _ , „ - „ _ , � . � .. , _0 �_.� �,:.. ;,_ ., . . ,. SCALE, 1 8 - 1 -0 ,..,. SCALE: 1 E - 1 �.,, / � ,.�.: , _ _ � � � � � ,, , , , ,,, �...: ' ; , ,..., �. ;. ', _ �� _. . .� . _ �.•, .:.. ... .. ... _ . � , , , � � . , 0 2 4 8 16' 32 0 2 4 8 16' 32 �� MECHANICAL EQUIPMENT LIST: • • MECHANICAL DETAIL NOTES. HVAC PIPING DETAIL NOTES. � 1 REMJVE EXISTING EXHAUST HOOD AND ASSOCIATED CONTROLS. EXISIING DUCTWORK 1 EXISIING 3/4" HEAl1NG WATER SUPPLY AND 3/4" HEAT WATER RETURN PIPING , FCU_1 NEW MCQUAY MODEL FTHCIHO$ 3-ROW COOLING, 1 -ROW HEATING, O SHAl BE REMOVED BACK TO DEMISING WALL PROPERLY DISPOSE OF HOOD. O ASSOCIATED WITH UNIT HEATERS. PIPING SHALL BE REVISED AS INDICATED ON PLAN T0 HORIZONTAL, CONCEALED, 4-PIPE FAN COIL UNIT CAPABLE OF 22,700 TOTAL SERVE NEW FAN COIL UNITS AND UNUSED PIPING REMOVED. COOLING BTUH AND 18.000 SENSIBLE COOLING BTUH WITH 80'F DB EAT, 5.2 O REMJVE EXISTING HEAl1NG WATER UNIT HEATERS AND ASSOCIATED THERMOSTATS AND GPM OF 45' F EWT, 55 F LWf, WITH A P.D. OF 3.68 FT. HD. AND 36,100 RENRN TO BUILDING ENGINEER UNLESS OTHERWISE DIRECTED. (TYPICAL TWO PLACES.) 2O REMOVE EXISTING 2" VENT PIPE AND CAP AT MAIN. REPAIR FLOOR AS REQUIRED. HEATING BTUH WITH 2.0 GPM OF 180' F EWT, 150' F. LWT, WITH A P.D. OF EXISTING HEATING WATER SUPPLY AND RETURN PIPING SHALL BE RE-USED TO SERVE 3.24 FL HD. FAN SHALL BE CAPABLE OF 3 SPEEDS WITH 517 CFM ON HIGH NEW FAN COIL UNITS. REFER T0 DETAIL NOTE N0. 4. SPEED AT 0.30" S.P. AT S.L. ELECTRICAL: 115/1/60, 291 WATTS. Q EXISTING SPRINKLER HEAD, (TYPICAL), SHOWN FOR COORDINATION PURPOSES ONLY. „ „ REFER TO DESIGN-BUILD FIRE PROTEC110N NOTES ON SHEET �Q FIRE PROTEC110N UNIT SHALL INCLUDE UNIT-MOUNTED NON-LOCKING ELECTRICAL DISCONNECT, O 14 �12 INSULATED OUTSIDE AIR DUCT FROM ABOVE. REFER TO SHEET � FOR CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING ANY SPRINKLER BRANCH PIPING RETURN AIR PLENUM, FILTER RACK, 3-WAY CONTROL VALVE FOR THE CHILLED CONIINUATION OF OUTSIDE AIR DUCTWORK. PROVIDE FlRE DAMPER IN DUCTWORK AT THAT COULD POTENTIALLY INTERFERE WITH THE INSTALLA�ION OF THE NEW FAN C01� WATER AND HEAl1NG WATER PIPING, SINGLE POINT POWER CONNECTION, FLOOR PENETRATION. UNITS. VERIFY WITH MECHANICAL CONTRACTOR. COMBINATION THERMOSTAT AND THREE-SPEED SWITCH, AND CONDENSATE 4 NEW FAN COIL UNIT SHALL BE INSTALLED SO AS T0 AVOID CONFLICT WITH EXISTING PUMP. UNIT SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS AND O 4O EXISTING 4" WASTE MAIN IN CEILING SPACE OF LOWER LEVEL PIPING SERVES BATHROOM PIPIWG AND CONDUITS AND NEW LIGHTS. SUPPLY DUCTWORK RUN-OUTS TO INDIVIDUAL AND BREAKROOM ON FIRST FLOOR AND SHALL REMAIN. RECOMMENDAl10NS, MAINTAINING ALL NECESSARY SERVICE CLEARANCES. SUP?LY DIFFUSERS SHALL BE INSTALLED IN JOIST SPACE. REFER TO FAN COIL UNIT SUSPEND FAN-COIL UNIT FROM STRUCTURE WITH FOUR (4) 3/8" ALL THREAD DETAILS ON SHEET � � RODS AND MASON INDUSTRIES TYPE 30N SPRING VIBRATION ISOIATORS SIZED 5O NEW 2-1/2 CHILLED WATER SUPPLY AND RETURN PIPING FROM MECHANICAL ROOM. FOR 1.4" STATIC DEFLECTION. SYSTEM SHALL HAVE ONE (1) YEAR PARTS 5 NEW OUTSIDE AIR DUCTWORK SHALL RUN AS HIGH AS POSSIBLE IN JOIST SPACE, THEN REFER TO SHEET I-�, FOR CONTINUATION. WARRANTY. REFER TO FAN-COIL UNIT DETAILS ON SHEET � O DRO' DOWN IN LOCATIONS INDICATED TO EACH FAN COIL UNIT. INSTALL BALANCING ' � DAMPER PRIOR TO CONNECTION TO FAN COIL UNIT. BALANCE OUTSIDE AIR TO EACH 6O PROVIDE ADD ALTERNATE PRICING TO INSTALL NEW 4 CHILLED WATER SUPPLY AND AS AN ADD ALTERNATE, CONTROLS FOR THE NEW FAN COIL UNITS, TYP. OF FAN COIL UNIT TO 120 CFM. RETURN PIPING FROM EXISTING 90 TON CHILLER SERVING THE ADJOINING CONFERENCE 4, SHALL BE DDC. MECHANICAL CONTRACTOR SHALL PROVIDE A SEPARATE CENTER. INCLUDE PRICING FOR NEW HOT TAPS, PIPING, REQUIRED CORE DRILLS, PIPE LINE ITEM FOR DDC CONTROLS AND UPDATING THE GRAPHICS ON THE FRONT INSULATION AND NEW VALVE AS INDICATED ON THIS PLAN. END OF THE DDC SYSTEM. �� �° � U I 7O PROVIDE ADD ALTERNATE PRICING FOR NEW 1-1/2" CHILLED WATER SUPPLY AND RETURN , � - � D E�1 �. SAME AS C BRANCH PIPING WITH BALL (ISOLATION) VALVES. : � ��IS �i� � �� LL� 8O PROVIDE 3/4° CONDENSATE DRAIN PIPING FROM FAN COI� UNITS TO INDIRECTLY DRAIN t-°`�,,',, INC. INTO EXISTING F�OOR SINK IN MECHANICAL ROOM. 9� HADJIANDASSOCIATES • � CONSULTING ENGINEERS ,�J, `���� a � 1825 Lawrence Street,Suite 200 f/Q�kl ,� c�,j f Denver,Colorado 80202 9TF �� ���/ Phone: 303-293-3800 �Q ..� Fax: 303-293-3884 E-mail: HadjiQHadji6n�r.com _ Au Hadji Job No: 0+�082.06 � ' � �DOT COPYRIGHT 2007-HADJI&ASSOCIATES,INC. m mi,c��me�t a�a me maa a�a a��a��a��ears m�omaat�a ne,��n. � m � � � � � � � � � � �� � �. � � � � � � � � � � �� � � � � � � . � . � . �. � � � � � � . � � � � � � � . � � � asaninihumentofprc/assionolsarvice,wnnatbeused,inwhalauin� � ' . � � . � � � � � � � � � � � � � � � � � � . � � � . . � � . . � � . . � � � . � � � � � . � � Rorl,fathisoranyolherprojecf,wifnoutPhewi�i�tenaulticnzationof� � . . .. . . . . � . � . . .� � . . . . � . . � . . . . . . . . � . . . � � . . . � � � � � . � . . . �. . � . . . . .. . � . � . . nodjl S.Assaciotes,�nc.. . . . .. . . . � � . . . � . . � . . . .. . . . � . . . ... . . . . � . . . . � . . . . � . � . . . � � . .. . . . . . . . � . . . . . . � � � . � . . .� . 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CAP PIPE IN EXISTING RESTROOMS. �, 1J '� 6 t o � �� � ������ �� � '�� N MECHANICAL DETAIL NOTES: MECHANICAL PLAN . � . . . . . . . . . . . . . . . . . � . � � . . . . � A I R � . � - ... . I 5;��,. . ..� . . . - . . . . � � . � . .� . . .. . . � . � . � . . . . . . . . . O1 NEW EXHAUST AND SUPPLY AIR WILL BE PROVIDED TO N.I.C. AREAS UNDER UPCOMING SCALE: 1/4 = 1 -0 - _ _ PROJECT. 0 1' 2' 4' 8' '.6� OREMOVE EXISTING FAN COIL UNIT AND ASSOCIATED DUCTWORK AND CONTROLS. RETURN FAN COIL UNIT TO BUILDING ENGINEER UNLESS OTHERWISE DIRECTED. � �♦ � , ' � �/ p �.� .� .� 3O EXISTING SPRINKLER HEAD, (TYPICAL), SHOWN FOR COORDINATION PURPOSES ONLY. c`C�\$jE p � nn REFER T0 DESIGN-BUILD FIRE PROTEC110N NOTES ON SHEET N1-0• O ,,,r�, INC. 4O CONNECT NEW 1-1/4" CHILLED WATER SUPPLY AND CHILLED WATER RETURN T0 EXISIING ,,� HADJIANDASSOCIATES 1-1/4" CHI�LED WATER SUPPLY AND CHILLED WATER RETURN. C�� 9 CONSU�TINGENGINEERS � 1825 Lawrence Street,Suite 200 5O CONNECT NEW 1-1/4" HEAl1NG WATER SUPPLY AND HEAl1NG WATER RETURN TO ° � � 4 Denver,Colorado 80202 d EXISTiNG 1-1/4" HEATING WATER SUPPLY AND HEAl1NG WATER RETURN. j. ��SIONQ� �,�°� Phone: 303-293-3800 �� qT� ��Q Fax: 303-293-3884 6O PROVIDE NEW 18" X12° OUTSIDE AIR INTAKE GRILLE, TITUS MODEL 301 FL. BALANCE �F C E-mail: HadjiC�HadjiEngr.com OUTSIDE AIR TO 80 CFM. Hadji Job Na JOB NUMBER : e � O7 NEW 3/4" CONDENSATE DRAIN LINE FROM NEW FAN COIL UNIT SHALL DROP AGAINST COPYRIGHT2007-HAD1I&AS50CIATES,INC. AREA OF � � ' WAL�/L OF POOL EQUIPMENT ROOM AND RUN TO DRAIN INDIRECTLY TO EXISTING FLOOR A'�,�G +� � '�� 'r���;°m'�i`U.w�t„,�����`� �°h""�o'�`�r,de" ,/ - - . . . �I�f`.. . . . . . . . . . . . . . . . . . . . . . r�sc�li�;frumentofFuo(araann se Ire<a o beusetl nwr�.cieorh . 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N N 1 ST FLOOR MECHANICAL PLAN �� 1 � p ,-r � LOWER LEVEL MECHANICAL PLAN � . � . � � . . . . � . � . . . � � . � JCALG. � O„ —. 1�—Q� � . .. . _ ..,',i a 11r. .i !w 1iY,�4.;.•, _ _ . . . . . . . . . . � . . . . � . . �. . . . . � .' � . .. . � . . . . � � � .. . . . � . . .,'�.. � _ . ,,,,.. ..�.. - : -; ,; .:.,. . :. - SCALE: 1/8° = 1'-0° - << O ,_2� 4�... . $� 1fi� -„ ., .�,.. . :,.,�. � 0 2' 4' 8' 16' 32' 32' MECHANICAL DETAIL NOTES: MECHANICAL DETAIL NOTES: _ O1 PROVIDE NEW 24" X 12" OUTSIDE AIR INTAKE GRILLE IN SOFFlT OF WALKWAY, 11TUS „ „ ; MODEL 301 FL. 1O CONNECT NEW 2-7J2 CHILLED WATER SUPPLY AND 2-1/2 CHILLED WATER RETURN TO EXISTING 4" CHILLED WATER SUPPLY AND 4° CHILLED WATER RETURN PIPING IN CHILLER 2O NEW 14" X12" OUTSIDE AIR DUCT SHALL RUN IN SOFFIT, THEN DROP IN NEW CHASE TO ROOM. PROVIDE NEW HOT TAPS INTO EXISTING SYSTEM. LOWER LEVEL FAN COIL UNITS. REFER TO SHEET �. FOR CONI1NUAl10N OF 2O PROVIDE NEW VALVED AND CAPPED 2" CHWS/R BRANCH LINE FOR FUTURE USE. DUCTWORK. � .� u� �.6�Srf,��,�� nnD , C�� INC. ! .� p ,,�°' HADJI AND ASSOCIATES s ��.& CONSULTING ENGINEERS p <� � 1825 Lawrence Street,Suite 200 Denver,Colorado 80202° �.�,'���HAt �'����a Phone: 303-293-3800 0� ����� Fax: 303-293-3884 E-maiL• Hadji@HadjiEngr.com a��7 � � �Q�7 Hadji Job No: 06082.06 � COPYRIGHT 2007-HADJI&ASSOCIATES,INC. � � . � . . � � . . . . � � . . . � . .� . � � . . . . . . . . . . . .. � . � � � . . .. . . . . '. . .. . . . . . . � . . . . . . . . . � . . ihis dacument,and ihe Ideos ond des gn concaPh incorywa`ed herg�n. . � .. i � . � � � � � . � � � � � . � . . � . . � . . . � . . . � . � . . . . . . � . � . . � � asaninsfnimentofproicsironalservice,cannotbeused,inwholeorn� . . � �. � . � . . . . � . . . � � . � � . . . . . . � .. . . � . . . . � � � � . . . . � � � . � . � � � . � .PQrt,forthiSwoYryotherProlecf.withouiihexriilenouthcnzotionot . . . . . . . . . .� . . � � . . . . . � . . � � . . .. . . . � � � � . . . . � � . . � � � . � � � � . . � �� . . . � . � .� HatlPaA¢ociates.lnc.. . s . . . . . . . . . . . � . . . . . . . .. . . . � � � . � .. . � .. . . � . � � � � � . � � � . . � . . . . � � . � . . . . . . . � . � . . . . . � .. . . .. ,, w .. � . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . � . . . . . . . � . . . . � . . � . . . � . � . . . . . . . . . . U Revision Project Name Date: 6/13/07 _'w . I������C �OO�� (�G i ISSUED FOR REVIEW AND SCaI2: ��_ �_ �� � ro Space Pianning/Design/Project Management ENGINEERING 6/14/07 1/$ —� O „- , SSUED FOR BLDG. DEPT. PCOJ2Ct NO. ' " RESPONSES 8/13/07 SC�. Ft. � � � 7236 W. Fremont PL. v Littleton, CO 807 28 Drawin Title Sheet No. Floor 1300 WESTHAVEN DRIVE VAIL, COLORADO 81657 (303> g�s-o�2s g E-MAIL: interarcinc@aol.com MECHANICAL PLAN M-2� L� � � ��-- � .�Fila Path:J:\Vail Cascade Resnrt 8 Spa106082\Master Renavation.06\Lower Lnval Renovntion\LL Seles&Marke6ng�Diawingr.N&13-07 Addendum No.M-2 06092.05.chv¢ � . � . � � , � � . � . � . � � � � . . � � � . � � � . . . . � . . . �� �.. . � . � . � . . . � � � � .. � . . � � . . . � . . . � . . � . . . . . . . . � . . � I . . . � . . . . . . .. . . ... ._ _"_..."____'_ —_—__—_'—__ '_ � B U I LD I N G O U T LI N E S P E C I F I CAT I O N (NOT A� NO,�S APPLY TO �IS PROJECT.) �ee�. 1. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR VERIFICAl10N OF EXISIING JOB CONDITIONS PRIOR TO 28. ALL EXISTING POWER AND COMMUNICATIONS OUTLETS ARE TO REMAIN WHERE SHOWN ON PLAN IN A UGHT 17. PROVIDE FIRE RATED WIREMOLD POKE-THRUS, SERIES RC7 FOR POWER AND SERIES RC9 � I E LECTR I CAL LEG E N D BID. N0 ADDI110NAL COSTS SHALL BE AWARDED TO THE SUCCESSFUL CONTRACTOR OR HIS SOLID LINE WEIGHT, UNLESS OTHERWISE NOTED. RETAIN CIRCUIT CON�INUITY FOR THESE DEVICES AS : FOR TELEPHONE/DATA, AT EACH FURNITURE SYSTEM SERVICE CONNECTION FOR POWER AND D SUBCONTRACTORS, AFTER BIDS HAVE BEEN SUBMITTED AND CONTRACTS AWARDED, FOR FAILURE TO REQUIRE0. ANOTHER SEPARATE POKE-THRU FOR TELEPHONE/DATA AS SHOWN ON DRAWINGS. THE �� (NOT ALL SYMBOLS SHOWN ARE NECESSARILY USED ON THESE DRAWINGS) VERIFY EXISIING JOB CONDITIONS. ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDI110NS AND POWER POKE-THRU DEVICE SHALL BE PROVIDED WITH PROVISION OF A 3/4° POWER WHIP INC. � r CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ENGINEER'S ATTEN110N FOR ALTERNATIVE 29. NEW POWER, DATA AND COMMUNICATIONS DEVICES, FLUSH OR SURFACE MOUNTED ON WALLS, SHALL BE CONNECTION. CONDUIT AND THE PHONE/DATA POKE-THRU DEVICE SHALL BE PROVIDED /± p�� . METHODS OF INSTALLATION (3) DAYS MINIMUM PRIOR TO BIDDING OF JOB, TO ALLOW FOR ISSUANCE MOUNTED 18" A.F.F. (FROM FLOOR TO CENTERLINE OF THE BOX), AND ALL UGHT SWITCHES SHALL BE WITH 2° CONDUIT SLEEVE FOR PHONE/DATA CABLING. REFER TO THE ARCHITECTURAL ��Y rv`� FURNITURE FEED OF CLARIFICAIIONS. MOUNTED 48° A.F.F., W ORDER TO COM?LY WITH ADA REQUIREMENTS, UNLESS OTHERWISE NOTED ON DRAWINGS FOR EXACT LOCATIONS PRIOR TO CORE DRILLING. FURNITURE WHIP SHALL BE C P ARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. PROVIDED BY FURNITURE CONTRACT SHADED LIGHT FlXTURES INDICATE LAMP(S) CONNECTED WALL MOUNTED SINGLE RECEPTACLE � � WALL MOUNTED JUNCTION BOXES ' 2. ELECTRICAL CONTRACTOR SHALL VISIT SITE AND EXAMINE DRAWINGS OF OTHER TRADES ON THIS - ■a TO EMERGENCY CIRCUIT; SEE LUMINAIRE SCHEDULE � QQ P = POWER; C = COMMUNICAl10N/DATA PROJECT, PARTICULARLY DEMOLI110N, ARCHITECTURAL AND MECHANICAL, TO DETERMINE ANY T , COMMUNICATIONS � 30. ALL ELECTRICAL WALL DEVICES (SWITCHES, RECEP ACLES, ETC) SHALL BE BUILDING STANDARD AND 20A ADDI110NAL WORK THAT MAY BE REQUIRED FOR A COMPLETE AND OPERATIONAL ELECTRICAL L AT EACH FURNITURE MODULAR TELEPHONE AND DATA SERVICE POINT, ELECTRICAL RECESSED FWORESCENT LIGHT FIXTURE, SIZE AS � GROUNDED DUPLEX RECEPTACLE; WALL, CEILWG C P FLOOR MOUNTED POKE-THRU RATED UNLESS OTHERWISE SPECIFIED OP, DIRECTED BY BUILDING ENGINEER AND/OR ARCHITECT. COLOR AND INDICATED ON PLAN OR LUMINAIRE SCHEDULE P = POWER• C = COMMUNICATION/DATA ° INSTALLATION, AND SHALL INCLUDE AN ALLOWANCE FOR THIS WORK IN HIS BID. CONTRACTOR SHALL PROVIDE 4" SQUARE X 2-1/8°JUNCTION BOX WITH TWO 1° CONDUITS � � � � , ` DEVICE TYPES SHALL BE APPROVED BY CHIEF BUILDING ENGINEER AND ARCHITECT PRIOR TO ORDERING. (OR AS OTHERWISE SPECIFIED BY TELECOMMUNICAl10NS CONTRACTOR), WITH PULL WIRE. « e 3. ALL WORK SHALL BE DONE IN COMPLIANCE WITH ALL NATIONAL CODES INCLUDING THE N.E.C. STUB CONDUIT ABOVE CEILING LINE AND BUSH. CABUNG SHALL BE PULLED BY OTHERS. GROUNDED FOURPLEX OR DOUBLE DUPLEX ' ' 31. WIRING INSIDE THE BUILDING AND ABOVE GROUND SHALL BE COPPER, TYPE THHN/THWN. WIRING IN CONDUIT, ��� RECEPTACLE; WALL, CEILING COMMUNICATIONS , � N.F.P.A., IBC, I.E.C.C. AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. COORDINATE ALL WORK WITH TELECOMMUNICATIONS CONTRACTOR PRIOR TO ROUGH-IN. SURFACE AND WALL MOUNTED FLUORESCENT UGHT UNDERGROUND OR IN DAMP LOCATIONS SHALL BE COPPER, TYPE THWN. THE MINIMUM SIZE CONDUCTOR � FIXTURE, SIZE AS INDICATED ON PLAN OR LUMINAIRE SHALL BE N0. 12 GAUGE SOLID; N0. 6 GAUGE AND LARGER CONDUCTORS SHALL BE STRANDED. WHERE MC DEDICATED, WALL MOUNTED, 20A GROUNDED H E DATA OUTLET• 4. ALL WORK SHALL BE DONE 1N COMPLIANCE WITH THE HOTEL SPECIFICATIONS DRAWINGS, AND LATEST 2. ALL DATA AND TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY OWNER VENDOR. SCHEDULE. COMBO P ON / , REVISIONS ON CONTRACT DOCUMENTS FOR ELECTRICAL WORK. ENSURE ALL NEW EQUIPMENT IS �'E FLEXIBLE CABLE IS INSTALLED IN UEU OF WIRE AND CONDUIT, FULL-SIZE GROUND WIRE SHALL BE RUN 7}�E ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING JUNCTION BOX � � DUPLEX RECEPTACLE 0�� WALL, CEILING, FLOOR PROVIDED AND INSTALLED PER BUILDING STANDARD REQUIREMENTS. WITH CURRENT CARRYING CONDUCTORS. (MC TYPE FLEXIBLE CABLE MAY BE USED ONLY AS AUTHORIZED BY ROUGH-IN, CONDUIT RACEWAYS, CONDUIT SLEEVE AND SIZE REQUIREMENTS WITH � BUILDING ENGINEER AND DESIGN ENGINEER AND WITH APPROVAL OF LOCAL CODE AUTHORITY.) APPROPRIATE VENDOR PRIOR TO ROUGH-IN. �� Q• �� SPECIAL PURPOSE OUTLET; WALL, CEILING DATA OUTLET; 5. REFER TO ALL CONSTRUCTION DOCUMENTS FOR THIS PROJECT REMODEL AND COORDINATE WITH OWNER FLUORESCENT STRIP LIGHT " 0 �� WALL, CEILING, FLOOR OR CHIEF BUILDING ENGINEER FOR ALL ELECTRICAL EQUIPMENT BEING REMOVED AND NOT REUSED. 32. ENSURE ALL NEW AND EXISTING CONDUIfS, COMMUNICATION AND DATA CABLES, AND FlRE ALARM CABLES ARE 3. OUTLET BOXES SHALL BE GALVANIZED PRESSED STEEL, 4° SQUARE X 1-1/2" DEEP I�I 4 VERIFY, PRIOR TO DEMOLITION, IF EQUIPMENT IS TO BE DISPOSED OF OR STOCKPILED. SUSPENDED INDEPENDENTLY FROM STRU;.TURE AND RUN IN CEILING PLENUM NO LOWER THAN 10" ABOVE THE MINIMUM, WITH SINGLE GANG RINGS AND A 3/4" CONDUIT WITH PULL WIRE UNLESS Q FLOOR CORE DRILL TELEPHONE OUTLET; � TOP OF THE CEILING GRID (TO ACCOMMODATE LIGHT FIXTURES). OTHERWISE DIRECTED BY TELECOMMUNICAl10NS CONTRACTOR OR TENANT. STUB CONDUIT � �� WALL, CEILING, FLOOR 6 6. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL 6" ABOVE CEILING UNE AND BUSH . VERI�Y WITH iELECOMMUNICAl10N CONTRACTOR Q � DOWNLIGHT � EXACT REQUIREMENTS PRIOR T0 ROUGH-IN. �� CORE DRILL WITH FIRE RATED FLOOR POKE-THRU EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE 33. IF APPUCABLE, REFER TO A/V DRAWINGS AND COORDINATE WITH A/V CONTRACTOR FOR EXACT LOCATION, AND DEVICES AS INDICATED COAXIAL CABLE N OUTLET � FOR COORDINAl1NG EXACT DEVICE LOCAl10NS WITH ARCHITECTURAL PLANS, ELEVAl10NS, DETAILS, AND REQUIREMENTS, SPECIFlCATION AND ROUIING PF ALL CONDUITS RACEWAYS, JUNC110N BOXES AND FLOOR � W MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF'OF ARCHITECTURAL PLANS OR PENETRAl10NS PRIOR TO ROUGH-IN. 4. ALL UNUSED PHONE/DATA CABLING SHALL BE REMOVED BACK TO POINT OF ORIGIN BY O � WALL WASHER MANUFACTURER'S SHOP DRAWINGS. VERIFY IN FlELD AND ENSURE ALL ELECTRICAL CLEARANCES FOR OWNER'S COMMUNICAl10NS VENDOR OR ELECTRICAL CONTRACTOR. COORDINATE WITH �, ABANDONED CORE DRILL WITH FIRE RATED PLUG � ��pHONE BOARD EIECTRICAL EQUIPMENT ARE MAINTAINED PER N.E.C. OR APPLICABLE CODES REQUIREMENTS.' 34. ELECTRICAL CONTRACTOR SHALL REMOVE ALL ABANDONED AND UNUSED PHONE DATA CABLING CABLE OWNER'S COMMUNICAl10NS CONTRACTOR OR BUILDING MANAGEMENT PRIOR TO AND APPROPRIATE FLUSH ABANDONMENT KIT COORDINATE WITH OTHER TRADES FOR SPACE CONFUCTS PRIOR TO WSTALLATION OF ELECTRICAL SUPPORTS, CONDUIT, JUNCTION BOXES AND ASSOCIATED WIRING LOCATED IN THE CEILWG SPACE BACK TO COMMENCEMENT OF WORK. Q .Q. WALL SCONCE f EQUIPMENT. DO NOT SCALE OFF OF ELECTRICAL PLANS. POINT OF ORIGIN, UNLESS THE OWNER COMMUNICATIONS CONTRACTOR IS CONTRACTED TO REMOVE THE � POWER POLE Q 120V LINE VOLTAGE THERMOSTAT PHONE/DATA CABLING UNDER A SEPARATE CONTRACT. THE GENERAL CONTRACTOR SHALL COORDINATE THE 5. ELECTRICAL CONTRACTOR SHALL VERIFY 4UANTITY OF DATA/PHONE PORTS TO BE INCLUDED TRACK LIGHT 7. WHEN DIMENSIONS ARE SHOWN ON ELECTRICAL PLANS OR DETAILS, THESE DIMENSIONS ARE TO BE IN POKE-THRU DEVICE WITH TELECOMMUNIC�iTIONS CONTRACTOR AND PROVIDE APPROPRIATE � FIELD VERIFIED BY THE ELECTRICAL CONTRACTOR AGAINST EXISTING FlELD CONDI110NS, INSTALLATION APPROPRIATE CONTRACTOR FOR THE REMOVAL OF THE PHONE /DATA CABLING. PRIOR TO DISCONNECIING pOKE-THRU DEVICES PRIOR TO ORDERING. ZW-I � � AND REMOVING ANY EQUIPMENT DEVICE� OR CABLING, THE APPROPRIATE CONTRACTOR SHALL ENSURE RE MO D SECURITY REQUIREMENTS OF OTHER TRADES, AND THE MANUFACTURER'S SUBMITTALS FOR EQUIPMENT TO BE ' EXIT SIGN; WALL, CEILING I-W-I INSTALLED. SHOULD ANY CONFLICTS ARISE WHICH CANNOT BE EASILY RESOLVED IN THE FIELD EQUIPMENT IS ABANDON AND CAN BE REMOVED. COORDINATE WITH OWNER PRIOR TO REMOVAL. LI��IIINSL � � SHADING IND�ATES FACE OF EXIT SIGN WITHOUT CHANGING THE DESIGN INTENT, THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE ENGINEER 17. FURNISH AND INSTALL UGHIING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND PARTITION FURNITURE CIRCUITRY SPLIT 35. TO COMPLY WITH N.E.C., LOCAL CODES 4ND ALL OTHER APPLICABLE CODES, ELECTRICAL CONTRACTOR SHALL H QR CARD READER IMMEDIATELY. REQUIRED MOUNIING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT EXIT SIGN ARROW ADJUST CONDUIT SIZE FOR CONDUIT FlLL AND WIRE SIZE FOR NUMBER OF HOT CURRENT CONDUCTORS, � VOLTAGE DROP AND DERAl1NG OF THE CONDUCTORS IN EACH CONDUIT RUN. SHEETS, WITHIN THREE WORKING DAYS AFTER PROJ�CT HAS BEEN AWARDED, TO OWNER 8. ELECTRICAL CONTRACTOR SHALL COORDINATE IN THE FIELD WITH ALL OTHER TRADES TO AVOID AND ARCHITECT FOR THEIR FINAI APFROVAL PFIOR TO ORDERING THE FIXTURES. AFTER P PULL BOX ■ MAGNETIC DOOR HOLD-OPEN CONF�ICTS OF NEW ELECTRICAL EQUIPMENT INSTALLAl10N OR EXISTING EQUIPMENT AND PROVIDE RECEIVING FINAL APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED WITHIN � ELECTRICAL WORK THAT IS REQUIRED BY OTHER TRADES. FOR SITE WORK, CONTRACTOR SHALL BE 36. FOR PORTABLE PARTITIONS CIRCUIT FEEDS THAT ARE SHARING A COMMON NEUTRAL AND/OR GROUND WIRE TyyO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUAN11TlES, MOUNTING � EMERGENCY EGRESS BATTERY UNIT HELD RESPONSIBLE FOR LOCATING, VERIFYING, AND AVOIDING ANY EXISTING UNDER GROUND SERVICES, SHALL BE SIMULTANEOUSLY DISCONNECIED AT THE ELECTRICAL PANELBOARD PER N.E.C. 2005, ARTICLE 605 REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. d J J JUNC110N BOX; FLOOR, CEILING, WALL p0 SECURITY CAMERA REQUIREMENTS. THE CIRCUITS SHALL 6= DISCONNECT BY A SINGLE HANDLE BREAKER OR BY BREAKER �Oa OR UTILITIES AND NEW SERVICES OR UTILITIES BEING INSTALLE0. WHERE LIGHTING FIXTURES ARE STOCKPILED 1N THE BUILDING FOR TENANT USE, HANDLE TIES. VERIFY EXACT METHOD OF SIMULTANEOUSLY DISCONNECTING WITH LOCAL JURISDICTION PRIOR CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH SWITCHING 9. THE ELECTRICAL CONTRACTOR OR COMPANIES SUBCONTRACTED UNDER HIS SCOPE OF WORK SHALL TO CONNECTION OF PORTABLE PARTI110NS. COORDINATE EXACT LOCAl10N OF SERVICE AND CONNECTIONS TO �IXTURES FOR INSTALLAl10N ON THE PROJECT AS APPLICABLE. � NEW EIECTRICAL PANEL ARRANGE FOR ALL INSPECTIONS WHEN THEY BECOME DUE. ALL WORK PERFORMED UNDER THIS FURNITURE PANEL WITH PAR11110N INSTALLER AS REQUIRED. FlNAL CONNECTION TO PARIITIONS SHALL BE BY BUILDING STANDARD SNAP SWITCH, 120V OR 277V THE ELECTRICAL CONTRACTOR. ALL WIFING FROM ELECTRICAL PANEL TO POWER WHIP CONNEC110N SHALL BE CONTRACT SHALL REMAIN EXPOSED TO VIEW UNTIL APPROVED BY THE INSPECTION AUTHORITY. „ 13. INSPECT ALL EXISTING AND RELOCATED FIXTURES. RELAMP, CLEAN LENSES AND REPLACE AS REQUIRED. WHEN INDICATED, SUBSCRIPT LETTER #10 WIRING IN 3/4 CONDUIT. ALL NECESSARY COMPONENTS AS REQUIRED TO MAINTAIN LIKE-NEW APPEARANCE S�sa ADJACENT TO SWITCH INDICATES CONTROL OF 6 EXISTING ELECTRICAL PANEL FEEDER DESIGNATION 10. PREPARE AND MAINTAIN AT JOB SITE ACCURATE UPDATED °AS-BUILT" DRAWINGS OF ALL MODIFlED THROUGHOUT SPACE. ENSURE THAT ALL LAMPS HAVE THE SAME COLOR RENDERING INDEX FIXTURES WI1H MATCHING SUBSCRIPT LETTER O WORK IN THIS CONTRACT. AT CONCLUSION OF WORK, SUBMIT ORIGINAL LEGIBLE REPRODUCIBLE COPY 37. ELECTRICAL CONTRACTOR SHALL COORD'NATE ALL MECHANICAL OR PLUMBING EQUIPMENT BEING REMOVED WITN (CRI) AND COLOR TEMPERATURE (KELVIN) AND ARE OF THE SAME BUILDING STANDARD ALONG WITH AN E�ECTRONIC FILE REFLECTING AS-BUILT CONDITION TO ELECTRICAL ENGINEER OF MECHANICAL OR PLUMBING CONTRACTOF. OISCONNECT ELECTRICAL SOURCE FOR EXISIING MECHANICAL OR MANUFACTURER THROUGHOUT THE REMODELED AREA. VERIFY COLOR RENDERING INDEX I WI T IGHII G ETAIL NOTES CONTROL PANEL• TYPE AS INDICATED ON PLANS PLUMBING EQUIPMENT BEING REMOVED. IF REQUIRED' MAINTAIN CIRCUIT CONIINUITY FOR REMAINING DEVICES. • �Q D MMER S TCH; REFER 0 L N D 0 � O DEMOLITION DETAIL NOTE SYMBOL RECORD AND SUBMIT TO BUILDING MANAGEMENT/OWNER. � COLOR TEMPERATURE, AND MANUFACTURER WITH CHIEF BUILDING ENGINEER. J FOR ADDI110NAL INFORMAl10N REMOVE ALL ELECTRICAL DEVICES, CON[�UIT AND ASSOCIATED WIRING BACK TO POINT OF ORIGIN. ALL 11. PROVIDE TYPEWRITTEN, UPDATED PANEL DOOR DIRECTORIES FOR ALL AFFECTED PANELS, REFLECTING MATERIAL AND EQUIPMENT THAT HAS BEEN REMOVED SHALL BE HELD FOR DISPOSAL AS DIRECTED BY OWNER. �g, ALL LIGHT FIXTURE LAMPS SHALL BE BUILDING STANDARD MANUFACTURE UNLESS SINGLE PUSH BUTTON ALL CIRCUITS WITH THEIR ACCURATE DES11NAl10NS. CLEARLY MARK JUNC110N BOXES W CEILING OTIiERWiSE AUTHORIZED BY BUILDING ENGINEER IN WRITTEN FORM. VERIFY EXACT S SINGLE-POLE WALL SNAP SWITCH D � DETAIL NOTE SYMBOL SPACE WITH REVISED CIRCUIT NUMBERS. PROVIDE NEW ETCHED PLASIIC LAMINATED LABELS TO eQ�B. MANUFACTURE WITH BUILDING ENGINEER PRIOR TO ORDERING. REPLACE ANY DAMAGED, MISLABELED, TEMPORARY OR OTHERWISE ILLEGIBLE EXISTING IDENI1FlCAl10N L ELECTRICAL CONTRACTOR SHALL COORDNATE EXACT LOCATION OF ALL MECHANICAL EQUIPMENT REQUIRING , . EMERGENCY POWER OFF BUTTON �� RELOCATE EQUIPMENT, DEVICE TO LABELS FOR ALL DISTRIBUTION EQUIPMENT AFFECTED BY THIS CONTRACT. PROVIDE FOR PERMANENT ELECTRICAL CONNECTION WITH MECHANICAL/PLUMBING CONTRACTOR. ALSO, ELECTRICAL CONIRACTOR SHALL 20. PROVIDE NEW HANGERS FOR NEW AND RELOCATED LIGHT FIXTURE LOCATIONS. PROVIDE S3 THREE (3)-NAY WALL SNAP SWITCH � f R\ AREA SHOWN ATTACHMENT TO EQUIPMENT WITH RIVETS OR SCREWS. SEIF ADHESIVE TYPE IS NOT ACCEPTABLE. OBTAIN MECHANICAL SUBMITTALS TO CCORDINATE DISCONNECT MEANS, SPECIFlCATIONS, AND VOLTAGE HANGERS AT AL� FOUR CORNERS OF FIXTURE UP TO STRUCTURE. FIELD VERIFY AND REQUIREMENTS PRIOR TO ROUGH-IN. �ERIFY UNIT WHEN DELIVERED T0 SITE. IF DISCREPANCIES OCCUR, ENSURE EXISIING LIGHT FIXTURES ARE SECURED BY HANGERS, PROVIDED AND INSTALLED NON-FUSED DISCONNECT SWITCH % DEMOLI110N HATCHING 12. ELECTRICAL ITEMS AFFECTED BY REMODEL WORK ARE SHOWN ON DRAWIN6S ALONG WITH EXISTING NO11FY ELECTRICAL ENGINEER IMMEDIAlELY. AS REQUIRED. s4 FOUR (4)-WAY WALL SNAP SWITCH � ���� ELECTRICAL INSTALLATION. EXISTING ELECTRICAL SHOWN IS NOT NECESSARILY ALL-INCLUSIVE. RETAIN CIRCUIT CONTINUITY FOR EXISTING ELECTRICAL EQUIPMENT, FIXTURES, AND DEVICES THAT ARE 2. FLEX CONNEC110NS FROM WALL, POWER POLE OR FLOOR POKE-THRU FlTTINGS TO MODULAR FURNITURE 2L INDEPENDENILY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL NEW FIXTURES FROM THE GRID FUSED DISCONNECT SWITCH TO REMAIN. SUCH EQUIPMENT SHALL BE RECONNECTED T0 EXISIING CIRCUITS OR NEW CIRCUIT(S) AS ELECTRIFIEO BASES. COORDINATE ALL CONNEC110N LOCATIONS WITH FURNITURE SUBCONTRACTOR PRIOR TO SUPPORT SYSTEM. Sk KEY SWITCH � O� ITEMS SHOWN IN A HEAVY LINEWEIGHT INDICATED ON DRAWINGS. IF SUFFICIENT CIRCUITS ARE NOT AVAILABLE FOR CONSTRUCTION REMODEL ROUGH-IN. ELECTRICAL CONTRACTOR 10 MAKE FINAL ELECTRICAL CONNEC110NS TO FURNITURE SYSTEMS. INDICATES NEW WORK TO BE DONE d OR THE CIRCUIT IS BEING OVERLOADED, CONTACT ENGINEER IMMEDIATELY. ' 22. WHERE LIGHT FIXTURE LOCAl10NS INTERFERE WITH DUCTWORK OR CEILING SUPPORTS, 3 3 DISCONNECT WITH STARTER 3. ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL EXISIING/RELOCATED ELECTRICAL'OUTLETS FUNC110N RELOCATE SUPPORTS. IF IMPOSSIBLE, CONTACT OWNER OR ARCHITECT. USE END � � GANGED SWITCHES, SINGLE, THREE-WAY �.J � 13. CONTRACTOR SHALL REMOVE ALL SWITCHES, TELEPHONE OUTLETS, AND ELECTRICAL OUTLETS PROPERLY. REPLACE DAMAGED RECEPTACLES OR WIRING WITH NEW WHERE REQUIRED. CONNECTOR UGHT FIXTURES UNDER LOW DUCTWORK. O � ITEMS SHOWN IN A LIGHT LINEWEIGHT e SCHEDULED FOR DEMOLJTION. ALL UNUSED POWER WIRING SHALL BE REMOVED BACK TO ELECTRICAL c INDICATES EXISTING TO REMAIN PANEL FEEDING THE CIRCUIT. THE SPARE CIRCUIT BREAKER SHALL BE SWITCHED TO THE "OFF" 4. BACK-TO-BACK OUTLETS IN THE SAME WALL AND THRU-WAIL TYPE BOXES ARE NOT PERMITTED. PROVIDE 23. ALL BUILDING STANDARD �GHT FlXTURES AND EXIT SIGNS NOT BEING REUSED SHALL BE �TO TMERMAL OVERLOAD MOTOR SWITCH � � MOTOR POSI110N AND NOTED -0N PANEL DIRECTORY AS SPARE. NIPPLE (LENGTH AS REQUIRED) TO OFFSET FOR ALL OUTLETS SHOWN ON OPPOSITE SIDES OF A COMMON WALL RETURNED TO BUILDING OWNER FOR FUTURE USE. � r--�� ITEMS SHOWN IN A DASHED L1GHT TO MINIMIZE SOUND TRANSMISSION. RAISE/LOWER WALL SWITCH FOR MOTORIZED VFD VARIABLE FREQUENCY DRIVE �� � �� � LINEWEIGHT INDICATES EXISIING TO BE 14. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR RINGING OUT ALL CIRCUITS WHICH ARE OR MAY 24. ALL NEW BALLASTS SHALL BE ELECTRONIC AND 10% THD, UNLESS OTHERWISE DIRECTED BY SR PROJECTION SCREEN � "---, REMOVED. BE AFFECTED BY THIS PROJECT, TO ENSURE CIRCUIT CONTINUITY AND TO PREVENT OVERLOADING OF 5. PRIOR TO CORE DRILLING THROUGH FLODRS, VERIFY CLEARANCE OF BEAMS, DUCTWORK, ETC. IN CEILING SPACE BUILDING ENGINEER OR BUILDING MANAGEMENT IN WRITTEN FORM. ----- ANY SWGLE CIRCUIT. MAXIMUM OF NINE (9) RECEPTACLES SHALL BE CONNECTED TO A 20-AMP MOT10N SENSOR FOR LIGHTING CONTROL BELOW AND X-RAY FOR CONDUIT AND/JR REBAR IN SLAB. COORDINATE WITH BUILDING MANAGEMENT TO QM CIRCUIT UNLESS OTHERWISE NOTED OR A MAXIMUM OF 16-AMPS SHALL BE CONNECTED T0 A 20-AMP 25. IF APPLICABLE TO THE BUILDING STANDARD EMERGENCY LIGHTING AND EXIT SIGN CIRCUITING ABBREVIATIONS CIRCUIT. CONTRACTOR SHALL ENSURE THAT CIRCUITS SHARED BETWEEN PROJECT AREA AND EXISTING �NFORM TENANT BELOW OF SCHEDULING FOR CORE DRILLING AND TO ADVISE CONCERNING PROTEC110N OF ANY REQUIREMENTS, REPLACE ALL EXISIING BATTERY PACKS FOR EXISTING AND RELOCATED SENSITIVE EQUIPMENT PRIOR TO COMMENCEMENT OF WORK. ALL X-RAYS AND CORE DRILLS MUST BE TENANT SPACES REMAIN INTACT PER ORIGINAL DESIGN INTENT. REMOVE ALL EXISIING BRANCH LIGHT FIXTURES AND EXIT SIGNS WITH 90-MINUTE BATTERY PACKS IN THE REMODELED NEW OR RELOCATED CIRCUIT RUN CONCEALED W SCHEDULED FOR AFTER HOURS UNLESS BUILDING MANAGEMENT AUTHORIZES DIFFERENT HOURS. FIRE ALARM BC BLANK COVERPLATE CIRCUIT CONDUCTORS OF CIRCUITS REUSED ELSEWHERE. REMOVE JUNC110N BOX COVER PLATES WITH AREA. IF NEW FIXTURES OR EXIT SIGNS ARE REQUIRED, ENSURE BATTERY PACKS ARE WALL OR CEILING INACCURATE PANEL/CIRCUIT IDENTIFICAl10N AND REPLACE WITH NEW COVERS REFLECIING ACCURATE . PROVIDE0. BATTERY PACKS SHALL BE INSTALLED AND CONNECTED TO A NON-SWITCHED 6. FOR EXISTING FLOOR-MOUNTED DEVICES (POKE-THRU S) BEING ABANDONED, REMOVE EXISTING DEVICES, PANEL/CIRCUIT INFORMATION. REFER TO DETAIL NOTES ON PLANS WHICH APPLY TO WORK T0 BE HOT LEG OF LIGHTING CIRCUIT SERVING THE RESPECTIVE AREA AND PER N.E.C. CONDUIT, AND ASSOCIATED WIRING BACK TO POINT OF ORIGIN. MAINTAIN CIRCUIT CONIINUITY FOR REMAINWG O SMOKE DETECTOR CIRCUIT RUN, EXISIING TO REMAIN E , E EXISTING PERFORMED UNDER THIS CONTRACT. ALL UNUSED CIRCUITS THAT ARE SPARES SHALL BE TURNED REQUIREMENTS. g � ) OFF AND LABELED AS SPARES ON REVISED PANEL DIRECTORIES. DEVICES, IF REQUIRED. PROVIDE A FIRE-RATED PLUG AND FLUSH ABANDONMENT KIT. COORDINATE WITH BUILDING MANAGEMENT TO INFORM TENANT BELOW PRIOR TO COMMENCEMENT OF WORK. ALL WORK WITHIN FlRE ALAF�M 15. WHEN DEVICES ARE REMOVED FROM EXISTING WALLS OR FLOORS, RETAIN CIRCUIT CONTINUITY FOR EXISTiNG TENANT SPACE(S) SHALL BE FERFORMED OFF HOURS UNLESS BUILDING MANAGEMENT AUTHORIZES �, GENERAL CONTRACTOR SHALL SOLICIT BIDS FROM BUILDING OWNER'S DESIGNATED FlRE OO T THERMAL DE-ECTOR -O CIRCUIT RUN TURNEO UP (N), N NEW REMAINING DEVICES THAT ARE AFFECTED. ENSURE ALL EXISIING AND NEW ELECTRICAL DEVICES ARE DIFFERENT HOURS.' ALARM CONTRACTOR FOR DESIGN AND INST�,LLAl10N OF AN APPROVED FIRE ALARM SYSTEM FULLY FUNC110NAL. AND DEVICES WHICH SHALL COMPLY WITH ALL APPLICABLE CODES AND ALL REQUIREMENTS 7. 120V ISOLATED GROUND RECEPTACLES - HUBBELL N0. IG5262 (ORANGE COLOR RECEPTACLE). CONNECT OF AUTHORITIES HAVING JURISDICTION. GENERAL CONTRACTOR TO VERIFY WITH BUILDING ��p DUCT DETECTOR -� CIRCUIT RUN TURNED DOWN (R), R RELOCATED 16. FOR DEVICES OR JUNC110N BOXES, LOCATED IN WA�LS, THAT MUST REMAIN IN PLACE FOR CIRCUIT RECEPTACLE GROUND WITH AN INSULATED GROUND WIRE BACK TO THE ISOLATED GROUND BUS W PANEL MANAGEMENT CONCERNING DESIGNATED FIRE ALARM CONTRACTOR PRIOR TO BIDING. CONTINUITY, PROVIDE BLANK COVER PLATES TO MATCH NEW/EXIS?iNG COVER PLATES. FOR ALL BOARD. EQUIPMENT GROUND SHALL AL�O BE PROVIDED AND CONNECTED PER N.E.C. REQUIREMENTS. OTHER UNUSED JUNCTION BOXES, REMOVE WIRING AND PROVIDE BLANK COVER PLATE, OR COORDINATE ISOLATED AND EQUIPMENT GROUND BUS BARS SHALL 8E CONNECTED PER N.E.C. REQUIREMENTS. 2. REQUIRED MODIFICAl10NS TO EXISTING FIRE ALARM SYSTEM SHALL BE PROVIDED ON A 0 MANUAL PUL_ STAl10N -UF- UNDERFLOOR CIRCUIT UNO UNLESS NOTED OTHERWISE � WITH GENERAL CONTRACTOR FOR PATCHING OF WALL TO MATCH ADJACENT WALL FlNISH PER ' DESIGN/BUILD BASIS BY FIRE ALARM CONTRACTOR. PRIOR TO BIDDING, FIRE ALARM , DIRECTION OF ARCHITECT. 8. SAFETY DISCONNECT SWITCHES - HEAVY DUTY TYPE, RATED FOR MOTORS OR HEAl1NG AS INDICATED ON CONTRACTOR SHALL FIELD VERIFY EXISTING FIRE ALARM SYSTEM CAPABILITY AND FIRE , PLANS; STANDARD ENCLOSURE INDOORS AND WEATHER-11GHT NEMA 3R ENCLOSURE OUTDOORS, FUSED OR ALARM DEVICE LOCATIONS IN THIS SCOPE OF WORK. IF REQUIRED BY LOCAL JURISDICTION, Q"I' FlREMAN S PHONE JACK _�� UNDERGROUND CIRCUIT NIC NOT IN CONTRACT � 17. WHERE EXISIING DEVICES CONFLICT WITH NEW WALL CONSTRUCTION, RELOCATE OR REMOVE EXISTING NON-FUSED AS REQUIRED. FUSE SIZES TO BE AS RECOMMENDED BY EQUIPMENT MANUFACTURER. FIRE ALARM SYSTEM SHALL BE UPGRADED TO MEET CURRENT CODES. FIRE ALARM DEVICE AND REWORK CIRCUITRY AS REQUIRED TO MAINTAIN CIRCUIT CONTINUITY. COORDINATE FINAL ELECTRICAL CONTRACTOR SHALL PROVI�E SAFETY DISCONNECT SWITCHES FOR ALL MECHANICAL EQUIPMENT, CONTRACTOR SHALL PREPARE AND SUBMIT A�.L SHOP DRAWINGS AND EQUIPMENT �,�„- DIRECTIVE WITH ARCHITECT PRIOR TO DEMOLI110N. EXCEPT WHERE OTHERWISE SPECIFlCALL`' INDICATED ON MECHANICAL PLANS. (REFER TO MECHANICAL PLANS BROCHURES TO ALL AUTHORITIES HAVING JURISDICTION, SUCH AS FIRE DEPARTMENT, � � FIRE ALARM REMOTE INDICAl1NG UGHT; WALL, CEILING -� CONDUIT CAP AFF ABOVE FINISHED FLOOR �` AND EQUIPMENT SCHEDULES FOR OTHEF REQUIREMENTS.) WHERE FUSED DISCONNECTS ARE UTILIZED, FUSE BUILDING DEPARTMENT, ETC., AS REQUIRED, FOR REVIEW AND APPROVAL. CONTRACTOR � 18. ELECTRICAL CONTRACTOR SHALL PROVIDE JUNC110N BOXES, NEW CONDUIT AND WIRING AS REQUIRED SIZE SHALL BE VERIFlED WITH MANUFACTURER'S CUT SHEETS AND UNIT NAMEPLATE DATA WHEN UNIT ARRIVES SHALL ALSO PROVIDE THE ENGINEER WITH ONE (1) SET OF DRAWINGS, CALCULAl10NS AND TO REPAIR, REROUTE AND RECONNECT CONDUCTORS THAT ARE DAMAGED, DISTURBED OR OTHERWISE -0N SITE OR AS REQUIRED BY LOCAL CQDE AND ORDINANCES. SHOULD FUSE REQUIREMENTS BE OTHER THAN EQUIPMENT SUBMITTALS, FOR HIS REVIEW AND RECORDS. �4 FIRE ALARM NORN I�"'� HOMERUN TO PANEL AFG ABOVE FINISHED GRADE a ADVERSELY AFFECTED BY THE DEMOLI110N AND REMODEL WORK. SHOWN, NO11FY ENGINEER IMMEDIATELY. 3. IF REQUIRED, RELO�ATE EXISIING SMOKE DETECTORS, REMOTE INDICATOR LIGHTS. FlRE 19. ALL EXISIING NEW AND RELOCATED MATERIALS INSTALLED IN CEIUNG PLENUM SHALL BE U.L. LISTED - - - H K r . � FIRE ALARM HORN AND STROBE UGHT ONE-LINE AC ABOVE COUNTER � . 9. ELECTRICAL PANELS - DOOR-IN DOOR TYPE WITH QUICK MAKE, QUICK BREAK CIRCUIT BREAKERS AND ALARM ORNS AND STROBES, SPEA ERS, E C, BASED ON REMODELED AREA MODIFlCAl10N. ` FOR PLENUM INSTALLATION. LOW VOLTAGE CABLE AND CONDUCTORS NOT ENCLOSED IN CONDUIT PROVIDED WITH FULL SIZE GROUND BUS AND NEUTRAL BUS. ALL BUSES SHALL BE COPPER UNLESS RECONNECT RELOCATED DEVICES TO EXISIING SYSTEM AS REQUIRED. ALL NEW FlRE ALARM SHALL BE U.L CLASS I RATED, WITH INSULAl10N MEETING NON-TOXICITY REQUIREMENTS. OTHERWISE NOTED. IF REQUIRED, PROVDE A FULL SIZE ISOLATED GROUND BUS BAR AND CONNECT PER N.E.C. DEVICES SHALL BE OF THE SAME MANUFACTURER AS THE EXISTING DEVICES AND SHALL BE , � � REQUIREMENTS. REFER TO ELECTRICAL ONE-LINE DIAGRAM FOR ADDI110NAL INFORMATION. LOAD CENTERS COMPAl1BLE WITH EXISTING FIRE ALARM SYSTEM. PROVIDE ALL ADDITIONAL CONDUCTOR5, �0' ,0� �RE ALARM STROBE LIGHT; WALL, CEILING �I� GROUND EC ELECTRICAL CONTRACTOR 20. SPLICES IN WIRE SIZES #8 AWG AND SMALLER SHALL BE MADE WITH INSULATED SPRING TYPE WIRE ARE NOT ALLOWED AND WILL BE REPLACED BY THE ELECTRICAL CONTRACTOR, AT THEIR EXPENSE IF THE LOAD ZAM'S, IAM'S AND OTHER EQUIPMENT NECESSARY IN GRDER TO EXPAND SYSTEM AS CONNECTORS, "SCOTCHLOK". SPLICES IN LARGER WIRE AND CABLES SHALL BE MADE WITH INDENT CENTERS ARE INSTALLED. REQUIRED. PROVIDE SYNCHRONIZING MaDULES FOR STROBES. IF REQUIRED, REPLACE : CONNECTORS APPROVED FOR THE PURPOSE. ALL INSULATING TAPE USED ON 600 VOLTS AND LESS EXISTiNG FIRE ALARM DEVICES THAT ARE NOT CURRENTLY BUILDING STANDARD OR QS Q FIRE ALARM SPEAKER M� � METER MC MECHANICAL CONTRACTOR SHALL BE 3-M #88 OR PLYMOUTH SLIPKNOT GRAY. 10. CIRCUIT BREAKERS - MOLDED CASE TYPE WITH THERMAL MAGNETIC TRIPS. FRAME SIZE, NUMBER UF POLES, COMPATIBLE WITH NEW BUILDING STANDARD FIR� ALARM DEVICES. PRIOR TO PURCHASING AND TRIP SETTING AS SHOWN ON PLANS OR SCHEDULES. FIRE ALARM DEVICES, PROVIDE CUT SHEETS, SHOP DRAWINGS AND SEQUENCE OF 21. UNLESS OTHERWISE INDICATED, ALL WIRING FOR BRANCH CIRCUITS SHALL BE N0. 12 AWG WHEN OPERATION TO BUILDING MANAGEMENT FIRE PREVEN110N BUREAU FOR THEIR APPROVAL AND S . FIRE ALARM SPEAKER WITH STROBE UGHT; CEILING G � GENERATOR GC GENERAL CONTRACTOR PROTECTED BY A 15 OR 20 AMP CIRCUIT BREAKER. IF DISTANCE FROM PANEL TO FIRST ELECTRICAL 11. TRANSFORMERS - ALL CLEARANCES SNALL BE MAINTAINED PER NEC REQUIREMENTS. ELECTRICAL T� ENGINEER FOR HIS REVIEW. O � DEVICE IS J5 FEET OR GREATER FOR 120 VOLT CIRCUITS OR 150 FEET OR GREATER FOR 277 VOLT CONTRACTOR SHALL FIELD VERIFY FINAL tOCATION, HEIGHT RESTRIC110NS AND CLEARANCES PRIOR TO CIRCUITS, N0. 10 WIRING SHALL BE INSTALLED. PURCHASING TRANSFORMERS THAT ARE INDICATED TO BE MOUNTED IN PLENUM SPACE OR CEILING MOUNTED. 4. PROVIDE NEW BUILDING STANDARD FIRE ALARM STROBES, ADA HIGH INIENSITY, COMPAl1BLE L� �RE ALARM SPEAKER WITH STROBE LIGHT; WALL WP WEATHERPROOF �T 1RANSFORMER FLOOR MOUNTED TRANSFORMERS SHALL BE MOUNTED ON 4" HOUSE KEEPING CONCRETE PAD. PROVIDE AND WITH EXISTING OR NEW FlRE ALARM SYSTEM. MODIFY EXISTING ALARM CIRCUIT 22. FLOATING CONDUIT GROUNDS ARE NOT ACCEPTABLE. ENSURE ALL FEEDERS (NEW AND EXISTING) ARE INSTALL ALL TRANSFORMER ON KORFUN� ELASTIC-RIB VIBRATION PADS. CONDUCTORS AND FIRE ALARM PANEL PER MANUFACTURER'S REQUIREMENTS. MOUNT PROVIDED WITH APPROPRIATELY-SIZED INSULATED GROUND WIRE, WHETHER NOTED OR NOT. IF NOTED, STROBES +80" A.F.F. OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. REPLACE EXISTING Q PUBLIC ANNOUNCEMENT SPEAKER T PAD MOUNTED TRANSFORMER GFl GROUND FAULT INTERRUPT THE ELECTRICAL CONTRACTOR IS REQUIRED TO USE THE SIZE OF GROUND WIRE INOICATED ON 12. ALL ELECTRICAL PANEL BUS BARS AND TRANSFORMER WINDINGS SHALL BE COPPER UNLESS OTHERWISE NOTED STROBE LJGHTS WITH NEW BUILDING STANDARD COLOR STROBE UGHTS, AND ENSURE ALL � DRAWINGS. THE GROUND WIRE SHALL BE CONNECTED FROM THE ELECTRICAL PANEL GROUNDED BUS OR DIRECTED BY OWNER ENGINEER. STROBE LJGHTS ARE SYNCHRONIZED. BAR TO THE EIECTRICAL DEVICES. ENSURE FULL SIZE GROUND BUS HAS BEEN INSTALLED PER N.E.C. � FAC FlRE ALARM CONTROL PANEL UG UNDERGROUND ' IN EXISTING ELECTRICAL PANELS. IF REQUIRED, PROVIDE GROUND BUS BAR KIT AND CONNECT AS �3. PROVID I ING TAN AR N TURER'S FOR ALL NEW C IC P N 5. FlRE ALARM CONTRACTOR SHALL FURNISH DUCT DETECTORS (120V OR 24V), WITH REMOTE E BU LD S D D MA UFAC ELE TR AL ANELS, TRA SFORMERS, ELECTRICAL PANEL REQUIRED PER N.E.C. ARTICLE 250. INDICATING LIGHT AND TEST SWITCH, FOR ALL MECHANICAL AIR-MOVING SYSTEMS WHERE ANN FlRE ALARM NUN UF UNDERFLOOR DISCONNECT SWITCHES, ETC. NO EXCEP�IONS WILL BE TAKEN. VERIFY MANUFACTURER WITH BUILDING REQUIRED 8Y CODE OR LOCAL AUTHORIIIES. DETECTORS SHALL BE OF THE SAME 0 23. THE CONDUIT SYSTEM AND ALL CONDUCTOR ENCLOSURES SHALL BE SECURELY BONDED TOGETHER. ENGINEER PRIOR TO PURCHASING. MANUFACTURER AS EXISIING OR NEW FIRE ALARM SYSTEM. MECHANICAL CONTRACTOR D ENSURE EXISIING AND NEW CONDUIT ARE SUPPORTED SEPARATELY FROM BUILDING STRUCTURE AND SHALL INSTALL DETECTORS FOR FAN UNITS IN THE MECHANICAL DUCTWORK TO FACILITATE INC. f'1 PER N.E.C. REQUIREMENTS. 14. ALL 125V, SWGLE PHASE, 15 AND 20 pMPERE RECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENS/FOOD MOTOR SHUTDOWN UPON DETECTION �F SMOKE. ` ELECTRICAL CONTRACTOR SHALL MS MAIN FLOW S TCH � CIRCUIT BREAKER EPO EMERGENCY POWER OFF PREPARATION AREAS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6-0 OF SINK SHALL HAVE � HADJI AND ASSOCIATES GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. REQUIREMENTS. HARDWIRE DETECTOR TO THE FAN MOTOR (THROUGH A POWER-INTERRUPTING RELAY) FOR 24. OUTLET BOXES SHALL BE GALVANIZED PRESSED STEE�, 4" SQUARE X 1-1/2" DEEP MINIMUM, WITH SHUTDOWN UPON DETECTION OF SMOKE; AND I� REQI;IRED BY CODE, THE FIRE ALARM N U�TIN EN WEER , REQUIRED DEVICE RINGS. SECURE BOXES WITH BAR HANGERS (RAYCO 900 SERIES). ADD CONTRACTOR SHALL CONNECT TO FlRE ALARM SYSTEM AS TROUBLE ALARM. COORDINATE FS FLOW SWITCH 1825 Lawrence Street,Suite 200 ADA AMERICANS WITH DISABILITIES ACT 15. LABEL ALL RECEPTACLES WITH PANEL CESIGNATION AND CIRCUIT NUMBERS ON COVER PLATES. LABELS SHALL � Denver,Colorado 80202 SINGLE-GANG RING FOR ALL NEW COMMUNICATIONS OUTLETS. ALL REQUIREMENTS AND SPECIFICATIONS WITH BUILDING ENGINEER OR BUILDING FIRE ALARM SED SWITCH BE SELF-ADHESIVE TYPE, DYMO LABELS OR APPROVED EQUAL WITH MIN. 1/8" HIGH LETTERING. REPRESENTATIVE. SUBMIT DRAWINGS AND EQUIPMENT CUT SHEETS FOR ENGINEER'S REVIEW Phone: 303-293-3800 , 25. ALL PENETRATIONS MADE IN CORE WALLS AND FLOORS FOR THE PURPOSE OF ROUTING ELECTRICAL AND FIRE DEPARTMENT APPROVAL. TS TAMPER SWIT Fax: 303-293-3884 ��S ! HP HORSEPOWER SERVICES OR TELEPHONE/DATA CABLES SHALL BE FIRE STOPPED ONCE SERVICE CONDUITS, SLEEVES, 16. ALL DEDICATED COMPUTER CIRCUITS SH4LL' BE INSTALLED WITH N0. 10 WIRING (HOT, NEUTRAL AND INSULATED � E-mail: HadjiQHadjiEngr.com � j p '� OR CABLES ARE IN PLACE. EACH TRADE SHALL BE RESPONSIBLE FOR SEALING AFTER CONDUIT OR GROUND}. ' NEUTRAL AND INSULATED CROUND WIRING FOR COMPUTER CIRCUITS SHALL NOT BE SHARED WITH � _ CABLING HAS BEEN INSTALLED. OFFICE EQUIPMENT OR GENERAL POWER, COMPUTER CIRCUITS THAT ARE NOT CONNECTED TO THE SAME 1. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCAl10NS AND REQUIREMENTS FOR � "''� PHASE WILL BE ALLOWED TO BE CONNE�TEO TO THE SAME NEUTRAL AND GROUND ONLY. PROVIDE A ALL JUNCTION BOX ROUGH-INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS COPYRIGHi2007-HADJIBASSOCIATES,INC. a ��� '"� 26. ELECTRICAL ROOMS AND AREAS AFFECTED BY THIS REMODEL MUST BE LEFT CLEAN ON DAILY BASES. SEPARATE NEUTRAL AND GROUND WIRE FOR COMPUTER AND GENERAL POWER IN EACH RACEWAY. FLOATING FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH-IN. THE FlRE ALARM Tf,�s��:�m�«1,�^d�t�a����E�����sQ���t��ars�,����U���E��,�-��,, � CONDUIT GROUNDS ARE NOT ACCEPTABLE. PROVIDE SEPARATE EQUIPMENT GROUNDING CONDUCTOR W EACH CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING °P�`a�m`����nY��n9fF:'i���f^��°�a;��;e'��,h ano��f ��' �,`Z' � � � � Hod7&nssoc ies inc. � � � � � 27. ALL EMT, FLEX AND MC FlTTINGS SHALL BE STEEL. NO DIE-CAST ZINC OR OTHER MATERIAL WILL BE RACEWAY PER NEC 250. SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE � ��yAl �.� �� O " ALLOWED UNLESS OTHERWISE APPROVED BY CHIEF BUILDING ENGINEER IN WRITTEN FORM. DEPARTMENT. E'�,f LO��p mm �► 07 � tl Revision Project Name Date: 6/20/07 tl g I��lil �I C �OO./ I�C ISSUEDFORREVIEWAND SCale: P AS SHOWN , � � � ENGINEERING 6/14/07 , Space Pianning/Design/Project Management ' Q6Q$2.Q6 SSUED FOR BLDG. DEPT. PfOJ@Ct NO. � HES�ONSES 8/13/07 SC�. Ft. _ 7236 W. Fremont PL. A � Littleton, C0 80128 � ' Drawing Title Sheet No. Floor 1300 WESTHAVEN DRIVE VAIL, COLORADO 81657 �303� 9�s-o12s E-M,���. interarcinc@ao�.com BUILDING OUTLINE SPEC. AND LEGEND E-0 LL ! L . � . File Palh:J9Vall Cascade ResoA&Spa\Ofi0B21Master Renovetian.O6LLOwer Level RenovatlonlLL Offce�Drawings�B-13-07 Atldentlum No.1�E-0_08082.08 Lepend&Nates.dwg � � �� � � � � � � � � . �. . . � � � � � � � ��� . � . � � � � � � � � � � � . � � . � � � � � . � � � � � . . � . � �� � � � � � � � . � . � �� � � � ,_� �' , � . ,�-�,-. . --�-,.. -�� LL , �- . a e � ,,,, i; .,.. . .�.. .. .... . . ... .. :: z ,-Y- �� Name• Panel "PP' o c �.,. : : :. . 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' _.. 1�HEU4d � � � C� � PdEW � 5 � C s �� �� 7 Sub Panei 5306 100% Code Demand 84.21 Amps d �FFIC� � - �.- � €� I? 3 OFFICE _ _ � 3 -- � � � � ,J � � -� � - i 2 � _�, _ Feeder - Feed From - ,- _ � � i �. � i I PPA-9 � rl _ 9: REVISED LOAD i �`� `� , � � � J � „ �� A J , j { ��� '' �. I Cf,r•, � / � [ � ( �� _ ' � fi � ��_ - , � , �. ,,F,__----- , . �. . . . `° � � ^�`___.� � , . � . - � - ---- _-------- ---------- � f i �..� .X 3 ; , ,(� ---- ------ ---___ _..--- --__. ___..._ __----------------- -.....-- ------ ----------- � � � _ �. ��: I `� - � : � �`'' i �`�- � -fyp : Y�. � i � :� 3 �� �� �F, , r . 7 _______ - ,�-^ - �v . .�,.�..�� ��..�..��- �� _ � - , �.�_��,�. ..., . ..._ �. � ) � � ; . . a .. yv,. - _.�� _ €� �� �� � ...�._� � � . . . f . . � . . �i � . . . ,.�.. . , _ . . . . . � � � � � . . . � . . . � . . . . . � ,� ;; ,: �FCU-� u ", 3 t� � ; �'` Name: Panei PPA oate � � ��` � o ��� � ( i 2ov., ��, � r� �� ��.,; �<<� � ; �� � 'i 2.1 F� ? F; Q ` i`- Mounting Method Panel Status Panel Information __..___ " j�___.__ �■�o�■ � � ��� ( � ■'. m €' � �i�:E:; :i � _� ':�.� ' � ` � E` � �� /,LL f RELOCATED ❑ Volt 208H 20 Bus Rating 100 A � . � . . . . '� .i.,...«.... �.;.m,, A .. f.:�:� . � � � � ���<,.,..... _ � � -, ���,� . . . . � h� � . . � . . . . i � . . . . ..... __..v__._ ____ . �... . .....� �.�.-.-- ,�..�- . � .. . . . . . �.,. ....�- _ �__� �___ ...._�- . ....... .. ,,. � � � '_ . __-�.._ . . ,_...,_- y .__'__ ..., ,.,�,. _��.._ �.,��_ ""���._ . � . ., . _.. . �,�� , � m . --��-w . m.�.,� , i w_.... ..... . .._._. ._�__..: .. ,. ,�,r SU ACE ❑ NEW Phase 3 Main Breaker: 80 A ___ -� � �„ ., �- �.. �. . �__...��. ... 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Na,,.��..... �:.� ---- �.�r.. _.....�,:, �...,....:s., �.,..��. �v �_.0 �W.�.�.�,�� .,�.����_,»" � d� � � _. .,.�.., �_..".�� , ,M� (� _� �..� .,.,.... , ��.__ �-. a Q _.._, „2 ...<:„ �..w,.,. ,w�_ �,��_ ..:.. �:,. _�._..�.� . �, �_..w�,.��,<,.;�� FLUSH ❑ EXISTING � Wire 4 AIC Ratmg. 10,000 i rL.� �`-�� � �d ! i `� ' �`/r\,`'-l_'! �t` �Q � ��6 �� �, �,� Ckt New Code Description Load Bkr P Ph Ph Ph P Bkr Load Description Code New Ckt POI�1A1 j B��W # BKR VA A B C VA BKR # t�FFICE i 0����� 1 1 Lighting-Executive Office 885 20 1 • 1 20 Spare 2 3 2 4 Rece ts.-Executive Office 720 20 1 • 1 20 S are 4 �����'�`' � � � 5 _� 6 Copier-Executive Office 1500 20 1 • 1 20 Spare 6 � - - __.._ __�._ 7 2 4 Recepts.-Executive Office 720 20 1 • 1 20 Spare 8 j 9 3 FCU-1 -Executive Offices 432 20 1 • 1 20 S are 10 � 11 2 Furniture-Executive Office 180 20 1 • 1 20 S are 12 � 13 2 Furniture-Executive Office 180 20 1 • _ 1 20 Spare 14 - � 15 � 2 Furniture-Executive Office 180 20 1 �� 1 20 Spare 16 - -- �_..- .�...______. _ _�__ � ____. 17 , 2 Furniture-Executive Office 180 20 1 • 1 20 Spare 18 19 S ace • S ace 20 21 S ace - • - Space 22 � � 23 Space -- _ • . Space 24 25 Space • Space 26 27 S ace - • _ S ace 28 � LIGHTING PLAN . POWER PLAN 2g Spa�e _ . _ SPa�e 30 � � -_ /� �i���,� u,. Code Description Load VA Dem Load Summary li � � � ., ,,:.,,, , � � , y..�:.,. � ` . A ' � � � 5% Per Phase $C�1�: � 4 = � -� SCA�. � 4 = 1 -0 1 Lighting 885 12 � � _ o :. .:,.;,,, � , � �.:- ,,.; , . ;,,,. :;.--; _. - ::� .. , , . i,, _�...:- ;,., ,., . . -� _ � 2 Rec up to 10,000 2160 100/o Ph A 1785 VA a Q �� 2� 4� 8� �F)� � �� 2� 4� 8� �6� Recover10,000 50% PhB �332 VA 3 Motor 100% Ph C 1860 VA Largest Motor 432 125% 4 Heater 100% Connected 4977 VA 5 Kitchen 100% Code Demand 5306 VA 6 Other �500 100°/a ' 7 Sub Panel 100% Code Demand 14.75 Amps LIGHTING NOTES: POWER NOTES: O POWER DETAIL NOTES: _ Feeder _ FeedFrom _ * REVISED LOAD L ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB AND EQUARE TO WALL 1. SUBMIT COMPLETE AS-BUILT ELECTRICAL DRAWINGS FOR INCORPORAl10N INTO 1• PROVIDE FOUR CIRCUITS FOR CONNECTION TO THREE CIRCUIT, EIGHT WIRE MODULAR MOUNTED ON. BUILDING RECORDS. PARTITIONS. THE CIRCUITS SHARING A COMMON NEUTRAL AND/OR GROUND SHALL BE SIMULTANEOUSLY DISCONNECTED AT THE ELE�TRICAL PANEL BOARD PER N.E.C. 2 ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A 2. INSTALLATION SHALL CONFORM TO BASE BUILDING SPECIFlCATION, N.E.C. AN[l THE 2005, ARTICLE 605 REQUIREMENTS. THE CIRCUIfS SHALL BE DISCONNECTED BY A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATLEY. LOCAL BUILDING CODE. SINGLE-HANDLE BREAKER OR BY BREAKER HANDLE TIES. VERIFY EXACT METHOD OF SIMULTANEOUSLY DISCONNECTING WITH LOCAL JURISDIC110N PRIOR TO 3. REFER TO ARCHITECTURAL DRAWINGS FOR MOUN?1NG HEIGHTS, LOCAl10NS, AND 3. UP-TO-DATE AS-BUILT ELECTRICAL PLANS ARE NOT AVAILABLE FOR THIS CONNECTION OF MODULAR PARTITIONS. COORDINATE EXACT LOCATION OF SERVICE FINISHES OF ALL LIGHT SWITCHES PRIOR TO ROUGH-IN. BUILDING. INFORMATION FOR EXISIING CIRCUITRY IS BASED ON EXISTiNG F�ANE� AND CONNEC110NS TO FURNITURE PANEL WITH PARTi110N INSTALLER AS REQUIRE0. DIRECTORIES, AVAILABLE DRAWINGS, AND ASSUMP110NS. IF SIGNIFICAf�T FINAL CONNEC110N TO PAR11110NS SHALL BE BY THE ELECTRICAL CONTRACTOR. 4. ELECTRICAL CONTRACTOR IS TO ENSURE THAT CIRCUITS BEING USED IS REMODELED DISCREPANCIES ARE FOUND THAT CANNOT BE EASILY RESOLVED, CONTACT THE ALL WIRING FROM ELECTRICAL PANEL TO POWER WHIP CONNECTION SHALL BE #10 AREA ARE NOT BEING SHARED WITH VACENT AREA. DISCONNECT CIRCUITS ARCHITECT OR ENGINEER. WIRING IN 3/4" CONDUIT. � BETWEEN AREAS. 4. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISIING CORE DEVICES REMAIN ON 2. PARTITION TELEPHONE AND DATA SERVICE POINIS. ELECTRICAL CONTRACTOR s 5. SUBMIT COMPLETE AS-BUILT ELECTRICAL DRAWINGS FOR INCORPORAl10N INTO EXISIING CIRCUITS. SHALL INSTALL JUNCTION BOX AND CONDUIT WI1H PULL WIRE. CABLING SHALL BE ' ' BUILDING RECORDS. INSTALLED BY TENANT COMMUNICAl10NS CONTRACTOR. REFER TO GENERAL NOTES � 6. UP-TO-DATE AS-BUILT ELECTRICAL PLANS ARE NOT AVAILABLE FOR THIS 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB AND SQUARE TO WALL ON SHEET E-0 FOR ADDI110NAL REQUIREMENTS. BUILDING. INFORMAl10N FOR EXISTING CIRCUITY IS BASED ON EXISTING PANEL MOUNTED ON. DIRECTORIES, AVAILABLE DRAWINGS, AND ASSUMPTIONS. IF SIGNIFICANT 3. DUPLEX OUTLET FOR CONDENSATE PUMP, PROVIDE A HOFFMAN BOX AND CONNECT ° DISCREPANCIES ARE FOUND THAT CANNOT BE EASILY RESOLVED, CONTACT THE 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TlLE. IF A TO UNIT, WITHOUT RUNNING CORD EXPOSED IN 1HE AIR PLENUM. ARHITECT OR ENGINEER. CONFLICT OCCURS CONTACT THE ARCHITECT. ' 4. DISCONNECT EXISTING 75 KVA TRANSFORMER AI�D REPLACE A NEW 75 KVA ° 7. ANY LIGHT FIXTURES REMOVED IN THIS REMODEL AND NOT REUSED SHALL BE 7• REFER TO ARCHITECTURAL PLANS FOR COORDINATION OF EXACT HEIGHT AND TRANSFORMER. RECONNECT NEW TRANSFORMER AS EXISTING. PRIOR TO � TURNED OVER TO THE BUILDING OWNER. LOCAl10N OF ALL NEW DEVICES. INSTALLATION OF NEW TRANSFORMER, PROVIDE A 4" HIGH CONCRETE HOUSE KEEPING PAD AND MOUNT TRANSFORMER ON ISGLAl10N VIBRATION PADS, 8. REMOVE ALL EXISTING UGHT FlXTURES IN REMODELED AREA. ALL LIGHT FIXTURES $• ELECTRICAL CONTRACTOR SHALL REMOVE ALL ABANDONED AND UNUSED RECONNECT NEW TRANSFORMER AS EXISTING AFTER TRANSFORMER IS PROPERLY SHOWN ARE NEW. PHONE/DATA CABLING, CABLE SUPPORTS, CONDUIT, JUNCTION BOXES AND INSTALLED. ASSOCIATED WIRING LOCATED IN THE CEILING SPACE BACK TO POINT OF ORIGIN. THE GENERAL CONTRACTOR SHALL COORDINATE THE APPROPRIATE CONTRACTOR FOR THE REMOVAL OF THE PHONE /DATA CABLING. PRIOR TO DISCONNECTING AND REMOVING ANY EQUIPMENT. DEVICES OR CABLING, THE APPROPRIATE CONTRACTOR SHALL ENSURE EQUIPMENT IS ABANDONED AND CAN BE REMOVED. OO LI G H T I N G D ETA I L N OT E S: COORDINATE WITH OWNER / BUILDING MANAGEMENT PRIOR TO REMOVAL. 9. DASHED LINES INDICATE ITEMS TO BE REMOVE0. DISCONNECT AND 12EMOVE DEVICE 1. ALL FIXTURES SHOWN SHADED AND EXIT LIGHTS SHALL BE CONNECTED TO THE AND ALL ASSOCIATED WIRING BACK TO POINT OF ORIGIN. IF REQUIRED, RETAIN 120V EMERGENCY LIGHTING CIRCUIT SERVING THIS FLOOR. ELECTRICAL CIRCUIT CONTINUITY. CONTRACTOR SHALL PROVIDE ADDI110NAL JUNCTION BOXES AND CONDUIT W 10. ALL CIRCUIT BREAKERS 1NAT ARE SPARES SHALL BE TURNED OFF AND SHALL BE CEILING SPACE FOR EXTENDING 120V EGRESS/EXIT EMERGENCY LIGHTING CIRCUIT MARKED ON THE REVISED PANEL DIRECTORIES. AS REQUIRED. NOTIFY BUILDING ENGINEER IF LOAD EXCEEDS 16 AMPS PER 20 AMP CIRCUIT. TYPICAL FOR ALL EGRESS/EXIT FlXTURES. 11. REFER TO BUILDING OUTLINE SPECIFlCAl10NS FOR ADDITIONAL INFORMATIGN ASSOCIATED TO THIS PROJECT. �,�m_ 2. PROVIDE NEW LED EXIT SIGNS (WHITE BACK GROUND/GREEN LETTERS) OR . CURRENT BUILDING STANDARD. COORDINATE EXACT EXIT SIGN TYPE WITH 12. THE ELECTRICAL DRAWINGS ARE DIAGi�AMMAl1C W CHARACTER. LOCATIONS SHOWN � �. � , � BUILDING CHIEF ENGINEER PRIOR TO ORDERING. ALL LOCAl10NS OF THE EXIT � � V SIGNS SHALL BE COORDINATED WITH LOCAL AUTHORITIES. PROVIDE SIGNS IN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ��,�� ��, nnD ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE �' d � INC. ADDITIONAL LOCATIONS IF REQUIRED. LOCATIONS WITH ARCHITECTURAL PLANS. ELEVATIONS, DETAILS, AND MILLWORK � _ SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL HADJI AND ASSOCIATES 3. PROVIDE (3) 32 WATT T8 LAMPS, 3° DEEP, 18 CELL PARABOLIC FLUOIRESCENT PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL � � CONSULTING ENGINEERS � LIGHT FIXTURE WITH 10� THD, EIECTRONIC AND UNIVERSAL VOLTAGE BALLAST, PLANS. 1825 Lawrence Street,Suite 200 (COLUMBIA CAT. # P4D 24-332-G-MA-S 3EBBLH UNV) OR EQUAL. SUBMIT ,�,� Denver,Colorado 80202 ea �IGHTING SUBMITTAL FOR ENGINEER REVIEW AND CHIEF BUILDING ENGINEER AND 13. LABEL ALL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBERS ON �/QN��, �' '�j�' Phone: 303-293-3800 � � . _ ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ORDERING. COVERPLATES. 'qj�c �(j,��' Fax: 303-293-3884 � � �F C� E-mail: HadjiC�HadjiEngr.com 4. PROVIDE (2) 40 WATT TIMN TUBE LAMPS, 3" DEEP, 9 CELL PARABOLIC 14. ELECTRICAL CONTRACTOR SHALL COORDINATE ALl.. MECHANICAL EQUIPMENT Had'i Job No: JOB NUMBER ° FLUOIRESCENT LIGHT FIXTURE WITH 10� THD, ELECTRONIC AND UNIVERSAL LOCATIONS FOR POINTS OF CONNEC110N REQUIRING ELECTRICAL CONNEC110NS AND � � VOLTAGE BALLAST, (COLUMBIA CAT. # P4D 22-240TT-G-MA-S EBTT UNV) OR SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. PROVIDE COPYRIGHT 2007-HADJI&ASSOCIATES,INC. � EQUAL SUBMIT LIGHTING SUBMITTAL FOR ENGINEER REVIEW AND CHIEF BUILDING DISCONNECT MEANS (FUSED OR NON-FUSED DISCONNECT SWITCHES , ETC. AS AUG ' � ZOO7 n����,�„�,�„�,„�.���:�,��e5;�„���«U,,.,�p�,o,�,�,,,�,�,,,, AREA OF - ENGINEER AND ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ORDERING. I Y ' � �Po�,fa�1mo"a°fyoronef;�;�w'�n�nhaa���sa�,p aG'a°af� WORK REQU RED B THE MANUFACTURER S SPECIFICAl10NS AND REQUIREMENTS. Ha�;,��,x�1e:,�� _ � - a 15. ELECTRICA� CONTRACTOR IS TO ENSURE THAT CIRCUITS BEING USED IS REMODELED m o o ° ' a KEY PLAN AREA ARE NOT BEING SHARED WITH VACANT AREA. DISCONNECT CIRCUITS V BETWEEN AREAS. � ; � � Revision Project Name Date: 6/20/07 =-o � I n-��rArc 200�, I nc , ISSUED FOR FiEVIEW AND SCSI@: AS SHOWN -;` Space Planning/Design/Project Management ENGWEERING 6/14/07 , » SSUED FOR BLDG. DEPT. PC'OJeCt NO. OGOS2.OG - � - 7236 W. Fremont PL. RESPONSES sil3io� Sq. 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F � � ._w_..., . yy._�. »�.��.�.� � ��.�..�.��� _ _ �, ; , , �.,.�.� . . :, T4 11 � � f� � :a -:,� �� `; 3 2 ���.. ,. _ �.� i'; PA T ? ; PRINTER � . , E,., e � � COPIER3.,:: { R ) 1 7 � 7 �. �...; � - 4 3 � T3 1 r"eE �"� a ? (lYp� � �PANEL T3 =� '�', o�r� �� � � � r ; E.; -� �. �. �_�� �� �:; �. � ,� .� 4 .,� _._.� . . ,_. �.. ..�,�. �u ... � �� � ` ; �P�iu � ,; - ,,��,..�. ���. .._ � .�..._� .�„��,.���- ��.���.a � ��E E)PANEL T .� � . � : . � �,r, � � � ,.. � o;.F _:: � i �1�EA � ':� �' � ' A��A A � g � : E.� �,�� � , L,' ; L A KETi�� � �:..'- RESE�VA7°II��S . � i �� _, ,� �E� E�E �`TI �. : ; � � � ra�w , s. '�.,��' �:� ��{ OFFICE �,...�^ 1 =-; �} QFFICE � N N LIGHTING PLAN --- POWER PLAN . 1 n _ , p ,. , . , 2 . n , n _ . �� ,I, , SCALE: 1/8 - 1 -0 . � ,,, . -_..-._ :. �._,;. :,; . _ :q . SCALE. 1/8 = 1 -0 ,. . ; � � , � . . .:;,_ , . _ ,:. 0 2' 4' 8' 16' 32' 0 2' 4' S' 16' 32' � LIGHTING NOTES: O LIGHTING DETAIL NOTES: POWER NOTES: O POWER DETAIL NOTES: � L ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB AND EQUARE T0 WALL 1. ALL FlXTURES SHOWN SHADED AND EXIT LIGHTS SHALL BE CONNECTED TO 1. SUBMIT COMPLETE AS-BUILT ELECTRICAL DRAWINGS FOR INCORPORATION INTO BUILDING 1. PROVIDE FOUR CIRCUITS FOR CONNECTION TO THREE CIRCUIT, EIGHT WIRE MODULAR MOUNTED ON. ME 120V EMERGENCY LIGHIING CIRCUIT SERVING THIS FLOOR. ELECTRICAL RECOROS. PARIITIONS. THE CIRCUITS SHARING A COMMON NEUTRAL AND/OR GROUND SHALL BE CONTRACTOR SHALL PROVIDE ADDI110NAL JUNC110N BOXES AND CONDUIT IN SIMULTANEOUS�Y DISCONNECTED AT THE EI.ECTRICAL PANEL BOARD PER N.E.C. 2005, 2. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CEILING SPACE FOR EXTENDING 120V EGRESS/EXIT EMERGENCY LIGHTING 2. INSTALLA?lON SHALL CONFORM T0 BASE BUILDU�G SPECIFICAl10N, N.E.C. AND THE LOCAL' ARTICLE 605 REQUIREMENTS. THE CIRCUITS SHALL BE DISCONNECTED BY A SINGLE-HANDLE CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATLEY. CIRCUIT AS REQUIRED. NO11FY BUILDING ENGINEER IF LOAD EXCEEDS 16 BUI�DING CODE. BREAKER OR BY BREAKER HANDLE TIES. VERIFY EXACT METHOD OF SIMULTANEOUSLY 4MPS PER 20 AMP CIRCUIT. TYPICAL FOR ALL EGRESS/EXIT FIXTURES. DISCONNECTING WITH LOCAL JURISDICTION PRIOR TO CONNEC�ION OF MODULAR PART1110NS. 3. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNIING HEIGHTS, LOCATIONS, AND 3. UP-TO-DATE AS-BUILT ELECTRICAL PLANS ARE NOT AVAILABLE FOR THIS BUILDING. COORDINATE EXACT LOCAl10N OF SERVICE AND CONNECTIONS TO FURNITURE PANEL WITH FINISHES OF ALL LIGHT SWITCHES PRIOR TO ROUGH-IN. 2. PROVIDE NEW LED EXIT SIGNS (WHITE BACK GROUND/GREEN LETTERS) OR INFORMAl10N FOR EXISTING CIRCUITRY IS BASE� ON EXISTING PANEL DIRECTORIES, AVAILABLE PAR11110N INSTALLER AS REQUIRED. FINAL CONNEC110N TO PAR11T10NS SHALL BE BY THE : CURRENT BUILDING STANDARD. COORDINATE EXACT EXIT SIGN TYPE WITH DRAWINGS, AND ASSUMPTIONS. IF SIGNIFlCANT DISCREPANCIES ARE FOUND THAT CANNOT BE ELECTRICAL CONTRACTOR. AL� WIRING FROM ELECTRICAL PANEL TO POWER WHIP - 4. ELECTRICAL CONTRACTOR IS TO ENSURE THAT CIRCUITS BEING USED IS REMODELED BUILDING CHIEF ENGINEER PRIOR TO ORDERING. ALL LOCATIONS OF THE EXIT EASILY RESOLVED, CONTACT THE ARCHITECT OR ENGINEER. CONNEC110N SHALL BE #10 WIRING IN 3/4" CONDUIT. AREA ARE NOT BEING SHARED WITH VACENT AREA. DISCONNECT CIRCUITS BETWEEN 51GNS SHALL BE COORDINATED WITH LOCAL AUTHORITIES. PROVIDE SIGNS IN AREAS. 4DDIT10NAL LOCATIONS IF REQUIRED. 4. ELECTRICAL CONTRACTOR SHALL ENSURE ALL E'�(ISTING CORE DEVICES REMAIN ON EXISTING 2. PARTITION TELEPHONE AND DATA SERVICE POINTS. ELECTRICAL CONTRACTOR SHALL INSTALL CIRCUITS. JUNC110N BOX AND CONDUIT WITH PULL WIRE. CABLING SHALL BE INSTALLED BY TENANT 5. SUBMIT COMPLETE AS-BUILT ELECTRICAL DRAWINGS FOR INCORPORAl10N INTO 3. 'ROVIDE (3) 32 WATT T8 LAMPS, 3° DEEP, 18 CELL PARABOLIC COMMUNICAl10NS CONTRACTOR. REFER TO GENERAL NOTES ON SHEET 18TE-0 FOR BUILDING RECORDS. �LUOIRESCENT LIGHT FIXTURE WITH 10� THD, ELECTRONIC AND UNIVERSAL 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLEG PLUMB AND SQUARE T0 WALL MOUNTED ON. ADDITIONAL REQUIREMENTS. VOLTAGE BALLAST, (COLUMBIA CAT. # P4D 24-332-G-MA-S 3EBBLH UNV) 6. UP-TO-DATE AS-BUILT ELECTRICAL PLANS ARE NOT AVAILABLE FOR THIS BUILDWG. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENIERED IN THE CEILING TILE. IF A CONFLICT 3. PROVIDE DUAL CIRCUITED FOURPLEX RECEPTACLES AT LOCATION INDICATED ON PLAN. -0NE INFORMATION FOR EXISIING CIRCUITY IS BASED ON EXISTING PANEL DIRECTORIES, DR EQUAL SUBMIT LIGHTING SUBMITTAL FOR ENGINEER REVIEW AND CHIEF 3UILDING ENGINEER AND ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO OCCURS CONTACT THE ARCHITECT. DUPLEX IS FOR COMPUTER AND THE REMAINING RECEPTACLE IS FOR GENERAL POWER. THE AVAILABLE DRAWINGS, AND ASSUMPTIONS. IF SIGNIFlCANT DISCREPANCIES ARE FOUND COMPUTER RECEPTACLE SHALL BE IDENTIFlED BY A GREEN DOT. CONTRACTOR SHALL LABEL THAT CANNOT BE EASILY RESOLVED, CONTACT THE ARHITECT OR ENGINEER. DRDERING. 7. REFER TO ARCHITECTURAL PLANS FOR COORDINATION OF EXACT HEIGHT AND LOCAl10N OF FOURPLEX WITH PANEL AND CIRCUIT DESIGNATION. VERIFY THE COLOR WITH ARCHITECT ALL NEW DEVICES. PRIOR TO PURCHASING THE RECEPTACLES. 7. ANY UGHT FIXTURES REMOVED IN THIS REMODEL AND NOT REUSED SHALL BE TURNED � OVER TO THE BUILDING OWNER. 8. ELECTRICAL CONTRACTOR SHALL REMOVE ALL ABANDONED AND UNUSED PHONE/DATA 4. DUPLEX OUTLET FOR CONDENSATE PUMP, PROVIDE A HOFFMAN BOX AND CONNECT TO UNIT, � CABLING, CABLE SUPPORTS, CONDUIT, JUNCTION BOXES AND ASSOCIATED WIRING LOCATED IN WITHOUT RUNNING CORD EXPOSED IN THE AIR PLENUM. 8. REMOVE ALL EXISIING LIGHT FIXTURES IN REMODELED AREA. ALL LIGHT FIXTURES THE CEILING SPACE BACK TO POINT OF ORIGIN. THE GENERAL CONTRACTOR SHALL � ' � SHOWN ARE NEW. COORDINATE THE APPROPRIATE CONTRACTOR FOR THE REMOVAL OF THE PHONE /DATA e� ' CABLING. PRIOR TO DISCONNECTING AND REMONING ANY EQUIPMENT, DEVICES OR CABLING, � -@ THE APPROPRIATE CONTRACTOR SHALL ENSURE EQUIPMENT IS ABANDONED AND CAN BE g� REMOVED. COORDINATE WITH OWNER / BUILDING MANAGEMENT PRIOR TO REMOVAL. � 9. DASHED LINES INDICATE ITEMS TO 8E REMOVED. DISCONNECT ANO REMOVE DEVICE AND ALL # ASSOCIATED WIRING BACK T0 POWT OF ORIGIN. IF REQUIRED, RETAIN CIRCUIT CONTINUITY. , 10. ALL CIRCUIT BREAKERS THAT ARE SPARES SHA'_L BE TURNED OFF AND SHALL BE MARKED Nc'�fll@: Palle� ��T3�� Date Nalll@: Palle� ��T4�� Date ON THE REVISED PANEL DIRECTORIES. 1L REFER TO BUILDING OUTLINE SPECIFICAl10NS FGR ADDI110NAL INFORMATION ASSOCIATED TO Mounting Method Panel Status Panel Information Mounting Method Panel Status Panei information THIS PROJECT. RE�OCATED ❑ volt: 208/120 Bus Rating �00 A RE�OCATED ❑ Volt: 208/120 Bus Rating 100 A 12. THE ELECTRICA� DRAWINGS ARE DIAGRAMMAl1C IN CHARACTER. LOCATIONS SHOWN FOR SURFACE ❑ NEW ❑ Phase 3 Main Breaker: 80 A sURFACE ❑ NEW ❑ Phase 3 Main Breaker: 80 A ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL FLUSH ❑� EXISTING � Wire 4 AIC Rating: 10,000 FLUSH ❑*� EXISTING ❑+� wire 4 AIC Rating: 10,a00 CONTRACTOR IS RESPONSIBLE FOR COORDINATt�G EXACT DEVICE LOCATIONS WITN ARCHITECTURAL PLANS. ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL Ckt New Code Description Load Bkr P Ph Ph Ph P Bkr Load Description Code New Ckt Ckt New Code Description Load Bkr P Ph Ph Ph P Bkr Load Description Code New ckt DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER�S SHOP # BKR vA A B c va BKR # # BKR va A B C va BKR # DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. * 1 1 �i htin -Reservations 1100 20 1 • 1 20 360 Furniture-Reservations 2 2 * �c 1 1 �i htin -Sales 1300 20 1 • 1 20 720 Funiture-Saies 2 2 * �3. LABEL ALL RECEPTACLES WITH PANEL DESIGNAlION AND CIRCUIT NUMBERS ON COVERPLATES. * 3 6 Co ier-Reservations 1500 20 1 • 1 20 360 Furniture-Reservations 2 4 * * 3 6 Co ier-Sales 800 20 1 • 1 20 ` 540 Funiture-Sales 2 4 * * 5 6 Printer-Reservations 800 20 1 • 1 20 36o Furniture-Reservations 2 6 * �c 5 6 Printer-Sales 1500 20 1 • 1 20 720 Funiture-Sales 2 6 * 14. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCAl10NS FOR �k 7 2 4 Rece ts.-Reservations 720 20 1 • 1 20 360 Furniture-Reservations 2 8 �k * 7 3 FCU-1 &2,Condensate Pum 682 20 1 • 1 2� 540 3 E Rece ts.-Sales 2 $ �k POINTS OF CONNEC110N REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH * 9 2 Furniture-Reservations 540 20 1 • 1 20 682 FCU-3&4,Condensate Pump 3 10 �k * 9 2 8 Recepts.-Sales 1440 2o I • 1 20 540 Funiture-Sales 2 10 * MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN, PROVIDE DISCONNECT MEANS (FUSED OR * 11 2 Furniture-Reservations 360 20 1 • 1 20 360 Furniture-Reservations 2 12 �tc * 11 2 3 Recepts.-Sales 540 20 1 • 1 20 Spare 12 �c NON-FUSED DISCONNECT SWITCHES), ETC. AS FEQUIRED BY THE MANUFACTURER'S 4c 13 2 Furniture-Reservations 360 20 1 • - Space 14 13 Spare 20 2 • - space 14 SPECIFICA710NS AND REQUIREMENTS. * 15 20 1 • - Space 16 15 / • - Space 16 * 17 2 Furniture-Reservations 540 20 1 • - s ace 18 17 s ace - • - S ace 1 s 15. ELECTRICAL CONTRACTOR IS TO ENSURE THAT CIRCUITS BEING USED IS REMODELED AREA ARE NOT BEING SHARED WITH VACANT AREA. DISCONNECT CIRCUITS BETWEEN AREAS. Code Description Load VA Dem �oad Summary Code Description Load VA Dem Load Summary E � u , 0 0 1 �ighting 1 100 125/o Per Phase 1 Lighting 1300 125/o Per Phase V ' 2 Rec up to 10,000 4320 100% Ph A 2900 VA 2 Rec u to 10,000 5040 100% Ph A 3242 VA ��$tfip �r` ��D p � INC. Rec over 10,000 50% Ph B 3082 VA Rec over 10,000 50% Ph B 3320 VA 3 Motor 100% Ph C 2420 VA 3 Motor 100% Ph C 2760 VA � HADJIANDASSOCIATES Largest Motor 682 125% Largest Motor 682 125% �� CONSULTING ENGINEERS 4 Heater 10Q% Connected 8402 VA 4 Heater 100% Connected 9322 VA ,o ' 1825 Lawrence Street,Suite 200 5 Kitchen 100% Code Demand 8848 VA 5 Kitchen 100% Code Demand 9818 VA � � Denver,COlorado 80202 6 Other 2300 100% 6 Other 2300 100% J' /��1 �� ,oO Phone: 303-293-3800 7 Sub Panel 100% Code Demand 24.59 Amps 7 Sub Panel 100% Code Demand 27.28 Amps T� Q��Q` Fax: 303-293-3884 �F ��` E-maiL• HadjiCa?HadjiEngr.com Feeder _ Feed From - Feeder - Feed From - Hadji Job No: 06082.06 y COPYRIGHT 2007-HADJI&A350CIATES INC. * REVISED LOAD * REVISED LOAD AUG 1 � ZO � O� m�,do��me�t a��me ideos a�d d����co,cApr,��comorrned naram; m , � � �� � � . � � � � � � . � � � � . . � � . . . . � � � � � � � . . - . . � . . � � . . � soninshumen'afpretessionalse^nce,canraibeusatl,invfialeorin� � . � . � ". . . � . . � . . . .. . . . .. .. � . � � . �� . . . � � . . � . � . .. . . . . . . . � . � � . � . . . . aPa�.iCrlhiSOfanY0lhelProleCl.wi�hWtlhewli'tenauth4fiz9fi4not � � , .. . � � . � . � � . � � . . � . � . . � . . . . . . . � . . � . . . . . . . � . . � � .. HaC�I A Assaciates,inc. � . . . . � � �� .. . �� . . . � . . . . . . . . . . . � . .. � . . . . . . . � � . � . . � . � . � . . . . . . . . . . . . . . . � .. .. . . � . � . . . � . . . . . . � . �. . . � � � . . . ,,, .� . . � . . . . . � . . . . . � . . .. . . . . . . . .. � .. . . . . . . . . � � � � � . . � . � . � . . . . . . . . . . . . . . . . . � � . � . . . . . . . . . . � . .. . � Revision Project Name Date: 6/13/07 ��� . (���I �I C �OO�J I�C i ISSUED FOR REVIEW AND 1/S"=1'-O° �,° " Space Pianning/Design/Project Management ENGINEERING 6/14/07 SCa�e: � � �a SSUED FOR BLDG. DEPT. PfOJ@Ct NO. 7236 W. Fremont PL. RESPO►vsES s/1 s/o� Sq. Ft. � � Littleton, CO 80128 Drawin Title Sheet No. Floor � � 1300 WESTHAVEN DRIVE V!-�IL, COLORADO 81657 (303� 97s-o128 g : _ E-MA��: interarcinc@ao�.com LIGHTING AND POWER PLANS E-1 a L� .: � . � � . � File Pa[h:J:\Vail Cascaee Resort E Spa1650921Master Renovatioa�6\Lower Level Renovalion\Ll Sales&MaACeSngl�rawings�0&73-07 Addentlum No.E1_060920R.dwg � � �� . � � �� � � . � . - � � � � � .� � . � . � � � . � � � . � � � � �� � � �� � �. � � � � � � � � . � � � . � � . � � . . � . .� � � � � ����� � � � . � � . HPt L126 K3a k3 U2A � � O FEEDER SCHEDULE � 1 , (4#3/0 CU) 2"C � �o,oss Aic 2 (a#� cu) i-�/2°c HP3 DBC ELP � � 1 10 10 10 10 3 (4#2 CU) 1-1/4'C � � � 4 (4�s cu) i"c ., • - - • - - • - - - - � — • - - •- - • — ' - - ' — 5 (4#4CU) 1-1/4"C �' � 600/3 � 6 2 4 00 MCM CU 3-1 2"C 17,407 AIC ^ • �� � ) � � '° • 200/3 150/3 150/3 150/3 125/3 SPACE ( 7 (3#500 MCM CU) 3-1/2'C � A 8 (4#250 MCM CU) 2-1/2"C HP4 �12C L12D L12F T2 T3 T4 LPP e � 600A BUSS � • - - • - - • - - � - - • - - • — • - - • - - • - - • � 6 GROUND BUSS SUB DISTRIBUTION B(�B ) 9 (3#2 CU) 1-1/4"C � 60/3 80/3 80/3 e_ 10 (4#1/0 CU) 2"C LL7 ' ".;, 11 (4�k8 CU) 1"C 12,620 AIC K3b Lt2E DBB Tt � 12 (4#500 MCM CU) 3-1/2'C 2 1 20 1 2 10 2 4 3 3 1 � 13 (3#2/0 CU) 2"C ,, 14 (3#2/0 CU) 2"C 200/3 200/3 30/3 — • — • — — • — • — • — — . 125FRN 150FRN 30FRN • - - • — • - - • - - • — • - - • 6,515 AIC 7�199 AIC 8.467 AIC 2.510 AIC 15 (3#4 CU) 1"C 10.214 AIC 16.894 AIC� 700/3 � �� � � 4 16 (3#8 CU) 1°C 6"X6° GUTTER WITH ^ ' c�`'i 400/3 SCREW COVER ' 200/3 125/3 150/3 125/3 60/3 80/3 80/3 200/3 I T9, 225KVA a 17 (3#3/0 CU) 2"C 300 FRN TRANSFORMER N � BOOA BUSS 480VT0 ; - - - - — • — • - - • — • — • - - � — 18 (3#6CU) 1"C • - - � - - • - - - - � - - • - - � - - • - - • - - • — SUBDISTRIBU110NBOARD2 120/208V, 30. 4W 6 6 GROUND BUSS (SDB2) 13 788 AIC � 600�3 � 19 6���50 MCM AL) 4"�� 1 2 G 1 2 6 ����OG� . ^ . � # ) � # ) ( 20 (4#8 CU) 1'C � 1Q439 AIC � 17,59$ AIC '� . 150/3 200/3 200/3 6U/3 200/3 � ( 18,132 AIC T 600A BUSS 21 (3#12 CU) 3/4"C T4. 75KVA T3� 225KVA � T TRANSFORMER T TRANSFORMER — • - - • - - • — 6 GROUND BUSS� SUB DIS7RIBUTION BOARD 1 22 2[(4#2/0 & 1#2 GND) 2"C.] 0/208V, 30, 4W 12/208V, 30. 4W 18,663 AIC (SDBt) EM2 EM3 23 (4#3 & 1#8 GND) 1-1/4"C. 21.357 AIC 17�371 AIC 24 4{(4-350 KCMIL) 4"C.] ����� �) K2a DBA K2b 14,010 AIC 25 'F[(4-350 KCMIL dc 1#2/0 GND.) 4'C.] �) T TRAN FORMER 26 (3#t & 1#6 GND.) 1 1/2"C. 4 5 48oV TO 120/208V, 3�� 4W 27 (3#4/0 & 1#2 GND.) 2 1/2"C. 60/3 100/3 15,783 AIC 6,123 AIC �n !e_o�n vr►�u n' �x� r_Nnl �"r 60 FRN 80 FRN 2 4 K2 2 6'X6` GUTTER WITH 60 3 SCREW COVER 125/3 ,� 100/3 0 °� (t#8, CU) 1/2°C. 3 � 8,273 AIC � �� 4,521 AIC 12 HP6 (EXISTING) (NEW) g T10� 30KVA TRANSFORMER PP PPA � 480V TO 120/208V, 30. 4W T fi0/3 14.731 AIC � K1 n 31 (�200/3 MECHAICAL 15 200/3 � PANEL � � c°� K3C K4 Ml 4 KITCHEN EM4 �� PANEL 225 3 d. � 31 i� 12,698 AIC EM1 � 3�819AIC � 200/3 T T7. 15KVA TRANSFORMER 100 3 N (1�4 G) � ��� �) (1#1/0 G) 480V TO 120/208V, 30, 4W � �I �) 3t �I 14,764 AIC 14,731 AIC o 15,531 AIC 26�073 AIC T5. 112.5KVA � � T8, 75KVA T T NEW T7, 75KVA T TRANSFORMER 21 TRANSFORMER TRANSFORMER 460V TO GUEST GUEST GUEST 8 480V TO 480V TO 120/208V, 30, 4W 120 208V, � ELEV. ELEV. ELEV. / 120/208V, 30. 4W 40 HP 40 HP 40 HP �� 3�, 4W 11,863 AIC B2A B76 LB � HP2 � 0 150KVA TRANSFORMER 260/3 AUTOMAl1C Ji'!% 19,997AIC N SERVICE T 480V TO 120/208V. 30� 4W 250/3 TRANSFER SWITCH ' 6,571 AIC / ��n 9 CH-t PP1 HP5 ELEV. PLAZA � 40 HP PH-1 ���3 ' CASCADE � 7 7 9 � 14 9 7 13,994 AIC 17,696 AIC , 12,154 AIC 11,081 AIC 18,448 AIC 23,776 AIC 6"X6' GUTTER WITH BALLROOM ^ � g P SCREW COVER � � ,� 400/3 � �� 250 FRS g g g 1 17 17 1 15 14 15 15 15 22 METER d° �93464 $ 9 M � w ." , — • — • - - • - - • — • - - • - - • — • — � — • - - • - - • - - • - - • - - � - - • — • - - • - - - - • - - • - - • - - • — • - - • — • - - • — • - - • — • - - • - - • - - • - - • - - - - - • - - • — � - - � — • - - • - - • - - • - - • — • - - • — • - - • - - • - - • — • - - • — • � 000 KVA 400/3 400/3 100/3 100/3 200/3 100/3 400/3 200/3 400/3 400/3 200/3 200/3 200/3 200/3 100/3 200/3 200/3 400/3 400/3 400/3 �AD MOUNIED � � 350 LPS 350 FRS � 100 FRS 100 FRS 175 FRS 100 FRS 350 FRS 125 FRS 250 FRS 250 FRS 200 FRS 200 FRS 200 FRS 200 FRS 100 FRS 200 FRS XXX FRS � 250 FRS 250 FRS 300 FRS� lRANSFORMER 36�500 AIC 2000/3 � ` ( � 3Y UTILITY C0. � I , , T 19 � ' CTS R 31.566 AIC I 8 PTS I GROUND FAULT RELAY I 2000A BUSS I ( • 2000-AMP SEC. GROUND BUSS 1200-AMP SEC. � • — — • - - • - - • - - • - - • • — • - - • - - •- - • - - • - - • - - • - - • - - • - - • - - � - - • — • - - • - - • - - • - - � - - • - - • — - - • - - • - - • - - • - - �- - • - - • - - • - - • - - • - - • - - • - - � - - • - - • - - • — — • - - • - - • — — - - _ — � • — • - - • - - — — (t#3/0) 3/4" TO ��#3I0) 3I4� T� MAIN SWITCHBOARD (MS-1) UFER GROUND - - COLD WATER PIPE 2000A, 277/480V, 30, 4H► NEMA 1. 65,000 AIC � . � � .. . . . � � ' . . . .. � . � � � � . � � � .. .. . . � � n��iri f)e�in . .. n�uri �neun . . � . � � � . � . � � �� . � . . . . . . � . .� � . . � . � � . � . � I � � . . . . . . . . . . . .. . . . . . . � . � � � � ���� �. . . � V p �. � � nn �N�. � 6,SrfA � ELECTRICAL ONE-LINE DIAGRAM HAO��ANOASSO��ATES c� � 1 CONSULTING ENGINEERS �� � SCALE: NO SCALE 1825 Lawrence Street,Suite 200 Denver,Colorado 80202 "O � NOTE: ' LIGHT LINE WEIGHT INDICATES EXISTING WORK TO REMAIN. HEAVY LINE WEIGHT INDICATES Phone: 303-293-3800 J',�' '�'� B�AI� NEW WORK. ADDING A NEW ELECTRICAL PANEL PPA AND REPLACING EXISTING 75 KVA Fax: 303-293-3884 "�1'� ��� TRANSFORMER WITH A NEW 75 KVA TRANSFORMER. E-mail: HadjiQHadjiEngr.com �f C�'�o�` Hadji Job No: JOB NUMBER COPYRIGHT 2007-HAD11&ASSOCIATES,INC. .. � .� . � . . . . . � � . . . � � . . . . . � . . . .. � . . � . . . � . . � . � . . . . . . . . � Tfils dc�c:umunt,und itu�duas ar�d deigr can�eoh'r cerpoialed herein, . pp a�g� � +J' ���� . . . � . � . . �� . . . . . .. . . . . . . � � . . . . . . � . . . . � � . . . � � . . . . � . as o�instrumer t of pro�e,ss'on�i serv ca,connoi br,uza In wnole ar in Y9{l{�1 . � � . . . . . . . . . � . .. . . . . . � � � . � � . � . .. � � � . .. � � � � . . . . . . � � . port.farthkoranyotherryoJecf,wiihautthawiflanauthomahonof. .� � . . � . . . . � . .. . . . . . . . . . . � . . � . . .� . . . . . . . . . . . . � . . . � . . . . � � � � � . . Hadii&ASSOCiales,inc.. .. . . . . . . . � . . . � . . . . . .. . . . .� . � . . . � . � . . . . . . .. . . . .. . . � . . � . . , . . . � . . . � � � . . . . � . .. . � . . � � .. � . . . . , � . . . . . . . . . . . � � �. . . . . . . . . . . � . . .. . . . . . . . . . � . . � .� . . . . . . . . , . . � . � � . - � . . e. . . . . � � . . � . - . . � .. . . . .. � . � . . . . � � . � . . � . . . . . . � .. . � . . . . � . . . . . � . . � . � � . . � � � . . . . . . � � .. � . . � .. . � : . . . . � . � . . . � � � . . . � . . � . . . � . � . � . . . . � � � .. � . � � � � � .. � . . . . . . . . � � � , .� . . . . . . . . . � . . . � .. .. . � . . . � � � . � � . . . � � ,� � . � . . � . � . . � . .. , . . � � . . . . . . . . . . . . . � � . . �- �. . . � �. � . � � . . .. . . . � . . . . . . � . .. . � . .. .. . . . � . . . . � . � . . � Revision Project Name Date: 6/20/07 �y �` I���I / \I C Z OO,/ � I�C i ISSUED FOR REVIEW AND AS SHOWN Scale: �: ENGWEERWG 6/14/07 �, ! Space Planning/Design/Project Management PI'OJ@Ct �10. �6��2.�6 � SSUED FOF3 BLDG. DEPT. 4 � � � 7236 W. Fremont PL. RESPONSES sii sro� Sq. Ft. � = Littleton, CO 80128 � � Drawing Title Sheet No.' Floor 1300 WESTHAVEN DRIVE VAIL, COLORADO 81657 (303� 9�s-o12s E-MP,��: interarcinc@ao�.com ELECTRICAL ONE-LINE DIAGRAM E-2 L � � � . File Path:J:\Vall Cascade Resort 8 Spa\Ofi0B2�Master Renovatlan.06\Lower Level RenovatianlLl OfficelDrawingsl&73-07 AdderWum No,1�E-2_06082.OB.dwg � .�. �� � � � - � � . . � � � � � � � � � � � � � � . � � � � . � � . � � . . � � � � . � . � � � . � � � .� � " . . . � . _,.. —_—_— __ _ - , ,� .. ,.. .. . . . . . .. . . . . . . . . . . . . ........ ._ . F i_' � , ; � a � � � - i.-,_� � i ,..., ; _:_.- � .:_'l; i I � ; sa� _ �:I � : � i, �� i , __ , � �P° � � � ; I I - _-____ �';-�� � �_--L� �;: I i i I._._. --_--. � _I,__ � ',._.i r: I _, FIELD i i r ;, , � __ ' - ��g I � : - � � I i. - ____: Fh.,._- ii �.�,_ f �_ - � .S , � � , _ ____�,f;, { -__ ._i i m�u, GENERAL NOTES ; � { -- - r;;, ,_ _ ;,� '� r�/ER� ,Y , � � � � � , , , �'1 � '__ _.._ 1 a_. ___ �a��� --'- �',--i-- �"'.�r , � ' I I i �, ;, ; � ; ;- I I � �i ' , � ! , ,�., , : � � t i r', 1 . L I VE LOADS USE� IN DES IGN. 7 R INF R M NT � � I � � � � i ; � � ! �.'-O"i ; ' f . ` ; r � ya, .. . . . . I . . . � � � . � ;" i � i i , � . E O CE E _,._ � , I � , � ,� „ � i �s �- --1 i i I j ,,' � � ' _-,� ( a ; I I i� � ; � __.._ , � _, ., _ __-_.� } i t"- !� I ' i; _,.�f i, __�.� � � I� ' i I lt { __'I - ' : ----- -- --� � ._.._ . _. _.__._. � __.__._ --y"�,4,�C.i ( `__ � I' ! f' I � A . ASSEMBLY AREAS 100 PSF A; \VELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AN HA ------ - -- --- � ' ! � G �"� -''i; "` i�X�� � ;! I ; j �'� �` `'f D S �L BE ----_ __----� LAPPED ONE FULL M H AT i AN N _ __ - 2 , � �i� i_ � f r.. � , ( � � I � i � I �� i .� � `• � � i '�. r�f� , � � � � ES S DE D E D SPL ICES AND WIRED TOGETHER , _ ___ .___� I , ; I i' .-� ' 1 f. -� /. ! j,� :' , j B. � 1 vE �OADS ARE REDUCED PER CODE I F APPL ICABLE. t ;, ,_ _--- ---� I TI �� ' �..� , ,� , ; ; �✓, �� ,,, ;� ., � � EX S NG 3 I/4 � � � , C � i ; ; I � P YP R P Y , ;,:� I ,,( , a , , f: :, '� I B . O� O LENE F IBER RE INFORC WG SHALL HAVE' F IBER LENGTH 'COORD INATE WITH � ,- . TOPPING SL.4B, , :>. , �-- - - ------- -; I F � �; : ,II � I , ' ' � r IN I N• I , I ,) � � C . CODE USED DES G . 2003 BC AGGREGATE S IZE AS PER MANUFACTURER S RECOMMENDAT IONS , AMOUNT OF F IBERS " I NORMAL WEIGHT \ ; ,;'(i �____ ____I�;'. � � ' 1,_`%. .,' � i ' ` � � � __--_ _ -- , �_- J I � •%' C -�__'-_ �. i.,i . SHAL� BE A M IN IMUM OF 1 .5 LBS YRD3 OF CONCRETE OR THE AMOUNT RECOMMENDED I GONGRETE ON `�` CE} � I , ___ - " - � ��___ ,� }�.-1' _ : ' I � � E--- _ '1 ��_�(�=- � f } -_,,,� _. ; °' 2 . DEFERRED SUBM I TTAL BY THE MANUFACTURER WH ICHEVER `I S GREATER q �� ' . � ---��.__.__I I ; � �� ; +�_ __ F _.. . __ W /16 METAL D�GK. j.;_,-.. � � � , i . _ �_ ___ _ ..- --i�- -__I ! � ' � � _ -- ,i , & i �IELD VERIFY ' '_- --�.;--'---� _; 1 -- --� , __ --.. i ! : . T � �--- --=_i _�; , �.,._ ._ i _. w�;t��r�t� �s� �i�'1� ���-�:�.�s?�M A . DEFERRED SUBM I TTALS PER SECT I ON 1063 .4 . t SHA�L BE SUBM I TT D T TH I IN � ' ' ( ' � ; � � ;� - -- �" �'� � - � E O E BU LD G C . P,E I NFORCEMENT PROTECT I ON UNLESS NOTED OTHERW I SE, ,I „ I i ,, ';, ; � � � ' �� I � �� � 5 I/2 ; � : � , �,. OFF 1C IAL AND THE DES IGN PROFESS IONALS AND REV IEWED PR IOR TO INSTAL�AT ION , . SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4 i `'- - , �, ;' j I ( � , , � I � i�- --- ' ��- ' ;' I � �_ ...: _�. � ; � , `_., ' I . __ _...._.,-' � __._. __-- -._ _ . . � � - I , --,, � ' I I � ' _ _ ., B , ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP ANQ SIGNATUR� OF THE' D , REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH � : , � l. � ,I ` " � ,� i , i --- �� �. ,�' -- -- N' ,. L ICENSED PROFESS IONAL ENG INEER RESP NS I F R TH PR PARATI N F I � ' ' + F- � ---- --:- O BLE O E E O O THESE SECT IONS 7 .5 , 7 ,6 AND 7 ,7 OF AC I 318 , LATEST ED I T ION , ; � ; , -r-- -=� - �:;----. ___._ _.___ --_ _ --,�_----- ----. __.__-- - -- __ -- ___ • ,; �� i tti �� __.. � /�=�t T DOCUMENTS. ;;: � _ � ;`� 5 I/�' ' �� ! � �� � , _.� -, ��� I ' I ; � . --- -t----. ;a � }...._ I ; _ , ( '; � , 1 , _, _. , 5 , STRUGTURAL STEEL � � ___---J � �i i ,,. ' ' �I __l ! � '- ;` ' . i _, �_ _ � �I , �, ;� , , I � �. __.__� , 3. TEST ING , INSPECT IONS AND 065ERVAT IONS. ! . �y ('f) ,� _--`.. --- I,_O ';. �; „� ��� � � ,,. � � ... , �� Q � A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FL,ANGE BEAMS Q X ;I � % I � � A . THE STRUCTURAL ENG INEER DOES NOT PROV IDE JNSPECT IONS OF CONSTRUCT ION , WH ICH SHALL ONFORM T A TM I �U � �9 I_ __- , . � ,, � C O S 992 , (50 KS I ) �ATEST ED I T IONS . STEEL SUPPL i ER MAY [� _a i `� ('(1 ; ,,, � �� _ STRUCTURAL ENG INEER MAY MAKE PER IOD IC OBSERVAT IONS OF THE PROV IDE ASTM A572 GRADE 50 AT H IS OPT ION , � z � �� � __ � ___ I � `, I. , � ' r I �J� � ;I , --_� �--X - ( � .__ _ �i -I � � , � � � ? , . CONSTRUCT ION; SUCH OBSERVAT IONS SHALL NOT REPLACE REQU IRED , i Nw� ,�I � � , , ; ,,, -� IN P T 1 N Y TH V RN I N A TH R I T I �� ; _LL7- WI {- _== 1=--=-�_ � V i i S EC O S��B E GO E G U O ES OR SERVE AS SPEC IAL B . ' �,LL STRUCTURAL BO�TS SHALL BE A325N INSTALLED TO A M IN IMUM SNUG T IGHT � .,� � r , �: , INSPECT IONS AS MAY BE REQU IRED BY CHAPTER 17 OF THE INTERNAT IONAL COND IT FDN , ALL ANCHOR BOLTS SHALL CONFORM T A TM A 7 N � X � I ';, /� � I '' ` �� O S 30 U I.ESS NOTED W tll� I �� ( , � � ', , i � �. BU I LD I NG CODE . _ OTHERw I SE: j ;, � _--_ -= _ � z „t '�. �, ; �: I � , � , , � ,r' ; � : � '� � �, � ___ _ � __. � � 4 NORMAL iNEIGHT ' -%=_ -_ ._ ! t--- ----� B . THE FOL�OWING WC�RK SHALL BE INSPECTED BY THE SPECIAL 7NSPECTOR UNLESS C . STRUCTURAL STEEL SHALL BE DETAI�ED AND FABRIGATED IN ACCORDANCE VVITH THE SLABON IAG24 �r- --- --------- ' SPEC I F ICALLY WAl VED BY THE BU I LD ING OFF IC I A� . LATEST PROV I S I ONS OF A I SC MANUA� OF STEEL CONSTRUCT I ON , M=TAL DEGK WITH I� --- -_-_ �- X s� � ' �� ,� _ �/� y�r p QT --__ ;`i 61C6-WZ.IXbN2.l :' .F., !I r_---- -; � � � � 1Y1�1110`i �.X. , , � � --- --- . Newell 1 . CONCRETE CONSTRUCT ION D , EXCEPT WHERE DETA I LED OTHER ISE , FABR ICATOR SHALL SELECT STEEL ( TpP OF GC�NG E E � -,,� � --{ - ( i � . �� .� � r , �� ,r_ I __.,,_ _--_ a --� ( � Engineers, Inc. GONNECT IONS PER A ISC MANUAL OF STEEL CONSTRUCT ION (ASD) , TABLE 1 1 -A ;; i SLA.B TO MI�„7`GH , m` ` �,, -m� .�,_ _ �- , , �_ ____ __-__ _._.__ _ a . PER IOD IC INSPECT ION OF RE INFORC ING STEEL , INCLUD ING PLACEMENT , AND OR A ISC °S IMPLE SHEAR CONNECT ION MANUAL " WITH A325 N BOLTS OR WELDE � L'`_______J EKISTING ��SR�TE �,��� - I � i I ' b . PER 100 IC vER I F ICAT ION OF USE OF REQU 1RED DES IGN M IX . EQU IvA�ENT TO SUPPORT LOADS IN I AT N ( D SLp.B"FIELD VERIPY -- .�-WlbX�C�__ __ � � I ' Avon ) D C ED O THE STRUCTURAL DRAWINGS . WHEN • � I � ( o . CONT INUOUS INSPECT ION AT THE T IME FRESH CONCRETE - IS SAMPLED �OADS ARE NOT SHOWN , SELECT CONNECT ION TO SUPPORT 60% THE TOTAL UN I FORM ; , i E}.i.;�. ct,��: .�,�-�"� TO FABR ICATE SPEC I MENS FOR STRENGTH TESTS PERFORiN SLUMP AND A APA " " ------------ -- ---____ _._.. I i , 7t��3c;r7c;��t-si•�r�:itc3a-t Suife 2(3=l " , LO D C C I TY PER A ISC MANUA� OF STEEL CONSTRUCT I ON FOR EACH G I VEN BEAM 1 ; ( i � � t v- ' ��i , � A I R CONTENT TESTS. AND DETERM INE THE TEMPERATURE OF THE AND SPAN FOR NON -COMPOS I TE MEMBERS � � - ---- . ------- - � v�r�;C��i��a:ia dIt7�U i . �_.�— - ___- .._� � .1 � .__.. - --- --__... _ __..__... ____..__ �iYr't:���4�9-'1'I�st� CONCRETE . SUBM IT DES IGN CALCULAT IONS , BEAR ING THE STAMP .AND S IGNATURE OF THE NOTE. GOIVTRAGTOR TO FI � r , . _.__ ___r , __.._ ,� :�z., .. { c,IT ( �, ,; F.:_:� t.?rt9� l�-� 4ti5�} d . CONT INUOUS INSPECT ION OF CONCRETE AND PLACEMENT FpR PROPER FROFES I NA N IN R � �/ERIFY EXISTING GONDITIO 5. I__., � � � : , , ;- , . .,;, , ,_, „ , , S O L E G EE L ICENSED IN THE STATE OF COLORAD4 , AND � _ -__ _.- -__ f • . , �^�1r�.IL av€�a��r n�a��xc�v-���,�vEl.l.�:otn' ' IF EXISTING G�NDITIONS DI �I� �-_ - - � `"• ' � ! %^� ' , APPL ICAT ION TECHNIQUES . EMPLOYED BY THE `STEEL FABR ICATOR , FOR ALL CONNECT IONS NOT COMPLETELY ' � ' � i `�,••_, ' :. .. i ' ' e , PER IOD IC I NSPECT I ON FOR MA INTENANCE OF SPEC I F I ED CUR ING CETA i LED ON THE STRUCTURAL DRAW I NGS AND FOR ANY PR P A FROM ASUMED GONT/iGT 5 ,_ UGTI�I?I��,__,___ ._� � I �' -=� I I -:__ _._ -- O OSED LTERNATE' ,, j i � � � 7, �� ! DeriVer ENGINEER. - ' , , �_,; ; - - . -- --- TEMPERATURE AND TECHN I QUES . CONNECT I ON DETA I LS , ,, ---- '�; ,_ i, ,;, . , - � . • : �,� � i � i r ` r� ,, 1.7C11 "�Vyz�A_octE�.�strc���,i,S�zt#���il(3 ,._. � i i i >;, , `,, I�;�rzy�er;�«1�aa•ac�c�YC�?t:�',? 2 . STEEL CONSTRUCT ION E . ALL WELDERS SHALL'HAVE EV IDENCE OF PASS ING THE AMER ICAN WELD ING SOC IETY �� • � . � f� �. �)�} � c 7 _ _.- -_, ;- - ,., -- �_i � ..:,: ,� � �, £>..3��.�.�7 ,__,.. -- - -- STANDARD QUALJ F I CAT I ONS TESTS AS OUTI. I NED I N AWS D 1 , 1 , � ; � � ! �_ ._.. ___- �-__ � ', =>� `' -.:,,- ; C� }�`� ��_--.,..7 - , � /` � � ,_ , , _ .._( I i I ,,. �.�3. ..t ..�C��_ CzC�Jk a . ALL WELD ING SHALL RECE IVE CONT INUOUS SPEC IAL INSPECT ION I � , ; -' i -�:. � ;,' I � i' ! j ,` I ; ! ; , , ; k;w'ir�fi. �l�;sr3 �U�trev¢arr�;�-axe��.-�::;I.�;s�ni EXCEPT THE FOLLOWING: ` F , �I IN IMUM WELDS TO BE PER A ISC TABLE J2 .4 BUT' NOT LESS THAN 3 16° CONT INUOUS � I ` i ; �' ! � ' I '' - ' i I '' , 1 . WELD ING DONE IN AN APPROVED FABR ICATOR'S SHOP IN F ILLET UN N T TH RWI � ' � I ` ' i ?- ' LESS O ED O E SE . / i l __... � l;= ___- I � ,_=- ' -.::- _. � I r-A' Y ACCORDANCE W I TH SECT I ON 1704 ,3 . ; � _._.. � ',_ r _.___ „- ; � Frisca � � �__ 4 .__.__ __ ; b , THE SPEC IAL WSPECTOR NEED NOT BE CONT INUOUSLY PRESENT G : FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECT IONS , PROV IDE HOR IZONTAL SHORT ` � '� � � . . . . . .. . . ' . �i.t!) (�•1�l i�f ;}'�Y�e'E E�, �'s`2At1€:7 DUR ING WELD ING OF THE FOLLOW ING I TEMS, PROV I DED THE MATER I ALS , SLOTS I N CONNECT I ON MEMBER ONLY (WT-SECT IONS , ANGLES_OR SHEAR PLATES) . I��iscc.f,t�.e.�TuF..F�So h�w1�3 WELD ING PROCEDURES AND QUAL I F ICAT IONS OF wELDERS ARE . z�7C?j 65�-3;�?S VER IF IED PR IOR TO THE START OF WI�RK; PER IOD IC INS�ECT IONS ARE H . THE TERM INOLOGY "CONT iNUOUS" MEANS QUANT ITY . PROV IDE THE NECESSARY JO INT ��f��t��7(�;�tifih-�37#��� MADE OF WORK' IN PROGRESS; AND A V ISUAL INSPEGT ION OF ALL WELDS DETA I LS TO ALLOW FOR BU ILD ING MOVEMENTS � COORD,INATE LOCAT IONS W ITH \ / � I �=,1�'���1..� �'o-i5c.a,',fr?ar�c�t�r•<re--nec�'e.11.c°€n:�-� IS MADE PR IOR TO COMPLET ION OR PR IOR TO SH IPMENT OF SHOP ARCH ITECTURAL CONTROL AND EXPANS ION JO INTS . �� �� � � � � � ,: WELD ING . � � � � � �l � � �� �I � z 1 . S INGLE PASS F ILLET WELDS NOT EXCEED ING 5/16" IN S IZE , i , PROV IDE TEMPORARY BRAC ING AND PRECAUT IONS NECESSARY TO COMPLY WITH ALL i/4" = I'-O" 2 . FLOOR DECK WELD ING . STEEL ERECT I ON STANDARDS AND TO W I THSTAND ALL CONSTRUCT ION AND/OR .,tik����=���&W,�„ � c . VER I FY WEL� F I�LER MATER IALS CONFORM TO AW5 SPEC I F ICAT IONS LATERAL �OADS UNT I L AL� F I ELD CONNECT IONS ARE COMPLETED AND PERMANENT ����A ,������-���'�,E°'�'� AND MANUFACTURER'S CERT I F ICATE OF COMPL IANCE I S REQU IRED . LATERA� SYSTEMS AND DECKS ARE IN PLACE , ,��'.:,, �� - a���°"'°'�,,,'��s'°4y: d . PER IOD IC INSPECT ION OF THE STEEL FRAME TO VER I FY COMPL IANCE �' � � � �`�"ti�t� " WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION J. STEEL FABRICATOR SHALL NOT RECEIVE ADD-ITIONAL COMPENSATION FOR SHOP a � =` NEW EXISTING '��,�:° �OCUMENTS SUCH AS BRACING , STIFFENfNG , MEMBER LOCATIONS AND ORAWING TIME FOR ANY REVISIONS TO ERECTIpN DRAWINGS NOR FOR ANY REVISIONS �'" � ° � � , � PROPER APPL ICAT ION OF JO INT DETA I LS AT EACH CONNECT ION . TO P I ECE �RAWINGS PR IOR TO ENG iNEER'S APPROVAL OF ERECT ION DRAWINGS , � °4 A e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS R " �� � � q%PS,. ,,., SPEC I F I ED IN THE APPROVED CONSTRUCT ION DOCUMENTS AND 6 . METAL DECK ��T�"�,�;��,; �y��`��'��a� MANUFACTURE�S CERTIFIED MILL TEST REPORTS . L4X4X1/4 ��a��.�^a,�:C�P�p��� ��"�° ' ' tarvxRa'� A'�,E. �� ���'�� ����'1'""°m°% i7� f . CONT INUOUS INSPECT ION OF SL IP -CR IT ICAL CONNECT ION WITH H IGH A, UNLESS NOTED OTHERWISE , DECK SHALL BE SHOP -PA INTED STEEL, SHALL BE OF i.. �,�� ,p,» (y � �;��,�R.n� _ .ti STRENGTH BOLTS . PERIODIC INSPECTION OF BEARING TYPE THE TYPE CALLED FOR ON THE FRAMING PLANS AND SHALL BE TV40 SPAN MINIMUM ` � , � CONNECTORS WITH HIGH "STRENGTH BOLTS . W-IERE POSSIBLE .SINGLE SPAN DECK CONDJTIONS SHALL BE SHORED . DECK SUPPLIER 2-IE ' � ' SHALL VER I FY COMPAT I B I L I TY OF H I S DECK F I N I SH W I TH F I R E PROOF I NG ' _ , � 1 . V�H ILE THE WI�RK IS IN PROGRESS, THE SPEC IAL INSPECTOR REQU IREMENTS , GONGRETE SHA�L DETERM INE THAT THE REQU IREMENTS FOR BOLTS , NUTS , TOPPING 5LAB EXISTING GONGRETE WASHERS AND PA INT , BOLTED PARTS AND INSTALLAT ION AND B , DECK ING SHALL BE INSTALLED AND ALL OPEN INGS' IN DECK CUT AND RE INF R IN AND DEGK, ON DEGKING, FIELD � O CED RE: P /�N VERIFY 3 I/4" DEPTH TIGHTENING IN SUCH STANDARDS ARE MET . FOR BOLTS ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS REQUIRING PRETENSIONING. THE SPECIA� INSPECTQR SHALL EXCEPT 'AS NOTED OTHERWISE . OBSERVE THE PREINSTALLATION TESTING AND CALIBRATION � � __ PROCEDURES WHEN SUCH PROCEDURES ARE REQUIRED BY THE ; - C . wELDING REQUIREMENTS SHALL BE AS FOLLOwS UNLESS NOTED OTHERWISE ON e � I��iSTA`Gt.TlCN METHQD OR BY PROJECT PLANS OR RAWIN x—x—..x .�^"�^'�x'.��..^'-�^��x—�-��'x D GS . � P IFI ATI N • T S EC C O S, DE ERMINE THAT ALL PL IES OF Ct�NNECTED 1 . ATTACH FLOOR DECK TO EACH END S PP RT AT 1 IN H _ _ _ U O 2 C ES AND TO EACH r � MATERIALS HAVE BEEN DRAIMV TOGETHER AND PROPERLY INTERMEDIATE SUPPORT AT SIDE LAPS PLUS ONE INTERMEDIATE POINT WITH SNUGGE� AND MON ITOR THE INSTALLAT lON OF BO�TS TO VER I FY 5/8" D IAMETER PUDDLE WELD . PROV IDE WELD WASHERS AS REQU IRED . THAT THE SE�ECTED PROCEDURE FOR INSTALLATION " IS 2. LONGITUDINAL JOINTS BETWEEN ADJACENT FLOOR DECK UNITS SHALC BE PR P R Y � O E L USED TO T IGHTEN BOLTS . FOR JO INTS REQU IRED TO FASTENED TOGETHER W I TH ; #10 TEK SCREWS AT 30/4 PATTERN , FASTEN FLOOR DECK � BE T IGHTENED ONLY TO THE SNUG -T IGHT COND I T ION ," THE TO PARALLEL AND PER IMETER BEAMS AT 1 2"ON CENTER . � ! S P E CIA� IN SPECTOR NEED ONLY VERIFY THAT THE CONNECTED STEEL BEAM ' MATER 1ALS HAVE BEEN DRAWN TOGETHER AND PROPER�Y 7 , NON -STRUCTURAL ELEMENTS RE: PLAN � SNUGGED : Z Q 2 , MON ITOR ING OF BOLT INSTALLAT ION FOR PRETENS IQN ING IS A . ELEMENTS SUCH AS NON -6EAR ING PART IT IONS , ETC . ATTACHED TO AND/OR � PERMITTED TO BE PERFORMED ON A PERIODIC BASIS WHEN SJPPORTED BY THE STRUCTURE SHALL TAKE JNTO ACCOUNT DEFLECTIONS AND W � US ING THE TURN -0F -NUT METHOD WI TH MATCHMARK ING OTHER STRUCTURAL MOVEMENTS . EX15TING ST�EL l3El�M TECHN IQUES , THE D IRECT TENS ION IND ICATOR METHOO OR THE PIELD �/ERIFY W ALTERNATE DES IGN FASTENER (TWIST -OFF BOLT) METHOD . B . FIRE PROTECT ION FOR ALL STRUCTURAL PARTS SHALL BE PROV IDED AND SFiALL MEET EXISTING STEEL JOIST > � JOINTS DESIGNATED AS SNUG TIGHT NEED TO BE INSPECTED ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE : ONLY ON A PERIODIC BASIS . _ ARCHiTECTURAC DRAWINGS . STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED � � UVRESTRAINED UNLESS NOTED OTHERWISE , Q J „ 4 . CONCRETE � . 8 . GENER4L � � " A , ALL CAST= IN -PLACE CONCRETE SHALL BE MADE WI TH TYPE I / I I PORTLAND CEMENT , � � � � � f Oi�l 1 � STONE AGGREGATE AND' SHALL SATISFY THE FOLLOWING REQUIREMENTS; A, ENGINEER?S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURA� SUBSTITUTIONS . ' 3/4" = I'-O" � CONCRETE ITEM F C M IX TYP a ' � � E MAX W/C RAT 10 .a A IR REQ , B . V_R I FY ALL OPEN INGS THROUGH FLOORS , ROC1F AND WALLS W I TH MECHAN IC�L AND C� E_ECTRICAL CONTRACTORS , VERIFICATION OF LOCATIONS , SIZES , LINTELS AND � � SLABS ON METAL DECK 3500 psi STD 0 .50 - - - R=QUIRED CONNECTIONS ARE CONTRACTOR?S 'COMPLETE RESPONSIBILITY. � � , B : IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH C . PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICA� E UIPM NT R TH � Q E O O ER EXISTING T�tEW � �ETTER INDICATING COST REDUCTION AT TIME OF BID . THE MODIl�US OF ELASTICITY il"EMS TO BE ATTACHED TO THE STRUCTURE , ENGINEER?S APPROVAL �F CONNECTIONS OF ALL CONCRETE SHALL EXCEED WC1 .5 33 VF'C (OR 57 ,000 VF`C NORMAL wEIGHT AND SUPPORTS SHALL BE OBTAINED . UNLESS SPECIFICA�LY DETAILED ON � CONCRETE) . ARCHITECTURAL AND STRUCTURAL DRAWINGS , RESPECTIVE SUBCONTRACTOR ° � SHALL FURNISH ALL HANGERS , CONNECTIONS , ETC . , REQUIRED FOR INSTALLATION OF �� �� � �� � C . CONTRACTOR SHALL SAIA�UT OR TROWELCUT JO INTS IN SLABS ON G�RADE , JO I NTS H I S I TEMS . I/4 X3 I/4 X O-3 I/4 SHA�L BE SPACED 10 FEET AN0 SAVI�CUT OR TROWELCUT 1 /4 OF Sl_AB DEPTH X 3/16`� BENT PLATE � � � � WIDE WITHIN 12 HOURS AFTER POURING . CARRY A�� SLAB REINFC?RCEMENT THROUGH D , PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL , ' � JOINT . MECHANICAL , ELECTRICAL AND STRUGTURAL DRAWINGS . MISCELLANEOUS EMBEDDED IrEMS AND ANCHOR B�LTS SHALL BE FURNISHED BY STEEI. SUPPLIER AND INSTA LLED EXISTING � D . SLABS, TOPPING, FOOTINGS , BEAMS AND WAL�S SHALL NOT HAVE JOINTS IN A BY CONCRETE CONTRACTOR , STEEL SHALL FULFILL ASTM A36 � HOR IZONTAL PLANE . ANY STOP IN CONCRETE V4C�RK MUST BE MADE AT TH IRD PO INT OF � GONGRETE ON GONGRETE TOPPING SL,�B M SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE E . SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL DEGKING, FIELD ,4ND DEGKING, RE: PLAN ` ' SHOWN , ALL CONSTRUCT ION JO INTS SHAL,L BE AS DETA I LED OR AS REV I EWED BY TH �/ERIPY ✓ I/4° �' E ST'RUCTURAL STEEL AND METAL DECK . THE MANUFACTURING OR FABRICATION OF ANY D�PTH �� ENG INEER . I1'EMS PR IOR TO WR ITTEN REV IEW OF SHOP DRAWINGS WILL BE ENT IRELY AT THE 'R ISK ' , OF THE CONTRACTOR . E . ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN: ACCORpANCE „ W I TH AC I' BU I LD ING CODE 318 LATEST ED I T ION , UNLESS NOTED C)THERW I SE . USE F , WATERPROOF I NG , VAPOR BARR I ERS , WATERSTOP , ETC . , SHALL BE AS SHO�MV -0N THE — —x—x—X—x Date 09.25.07' STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE , ALL EXPOSED EDGES OF ARCHITECTURAL DRAWINGS AND AS INDICATED W THE SPECIFICATI"ONS , CONCRETE Wt7RK SHALL HAVE 3/4 INCH CMAMFER . � ° G . ALL D IMENSIONS -0N STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND � DP8Wt1 By ECW ARCHITECTURAL DRAWINGS , Checked B KW Y H , CONTRACTOR SHALL VERIFY ALL , ASSUMED EXISTING CONDITIONS , IF CONDJTIONS ARE DJFFERENT THAN ASSUMED , . NOTIFY ENGINEER , STE�L B�AM RE: PLAN PI'Q�� NO. 7Z9O.O� - EXISTING STEEL t3EAM, L6X4X3/B��X���6„ ReVISIOf1S FIELD VERI�Y 6° ONE 51DE WITH �2�-3/4"cD BOL�f�-✓- - WELD TO EXISTING BEAM , � � �" f . � �1�1 � � 3/4" = I'-O" ��� � < �'"�"''"� Y .�-��� ` , � � �, �; � � � , d .� � , � ?�.� � � o � � � � � � . �� , � � � . � s