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HomeMy WebLinkAbout38045 Market SquareALTERATION FOR: dUBMMED PLAN(S) HAVE BEEN REVIEWES BY ZEPHYRHILLS SHAL' OPFICB Date:-,b RAwkwer: Please be advised this review of plans subr� is a ewowy review to assst the contraft In CwVkm wdh fire coda$. 1 raw miew is "d kdrAw to be a final appnovW of the tu0MON plM& It is the oontractoes $ob M$ponsibiMty b the ft ogns are it complete comoarroe with all tppRAle NFPA cKles and local ordinances. In the @W tbet fWerwoftffiOn or site inspection reveals arm #Wft J shall be the contractor's sole a> 110*164wense to bring those areas in compliance. Tht#a' norm no respWsb" for" contractor's fagure b he in oompliance with all appkAW NFPA Codes and bW ordinances. ZEPHYRHII LS MAIN CANAPUS 38045 MARKET SQUARE DRIVE ZEPHYRH I LLS, FL 33542-7504 J�e,,r►b.� � vr� o�ns �7 3 �� WIT11 AI L pv �iLl\t, , T)r)V l_ I REVIEW IDATE - u -(o CITY OF ,ZEPHYRHILLS. 41-ANS EXAMINER SHEET INDEX SHEET G-1 SHEET NAML COVER SHEET, CODE CRITERIA & BLG, PROGRAM ISSUED 06-01-10 D-1 DEMOLITION FLOOR PLAN 06-01-10 A-1 ARCHITECTURAL FLOOR PLAN 06-01-10 A-2 REFLECTED CEILING PLAN 06-01-10 A-3 FURNITURE & EQUIPMENT PLAN 06-01-10 S-1 STRUCTURAL FLOOR PLAN & DETAILS 06-01-10 M-1 MECHANICAL FLOOR PLAN 06-01-10 E-1 ELECTRICAL POWER PLAN 06-01-10 REFERENCE CODES FLORIDA EXISTING BUILDING CODE 2007 EDITION W/ 2009 SUPPLEMENTS )WILDING, FLORIDA BUILDING CODE 2007 EDITION W/ 2009 SUPPLEMENTS PLUMBING, FLORIDA PLUMBING CODE 2007 EDITION W/ 2009 SUPPLEMENTS MECHANICALi FLORIDA MECHANICAL CODE 2007 EDITION W/ 2009 SUPPLEMENTS ELECTRICAL, NFPA 70 / NATIONAL ELECTRICAL CODE 2008 EDITION FUEL/GAS, FLORIDA FUEL GAS CODE 2007 EDITION W/ 2009 SUPPLEMENTS ACCESSIBILITY, FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION FBC 2007 EDITION W/ 2009 SUPPLEMENTS FIRE/LIFE SAFETY, FLORIDA FIRE PREVENTION CODE NFPA 1 UNIFORM FIRE CODE & NFPA 101 LIFE SAFETY CODE 2007 FL❑RIDA EDITIONS DESIGN CRITERIA OCCUPANCY, BUSINESS GROUP B (SECTION 304) CONSTRUCTION TYPES F,B.C, TYPE IIIB, UNSPRINKLERED (SSECTION 602) N,F.P,A, TYPE III (2,0,0) WORK CLASSIFICATION, ALTERATION LEVEL 2 (SECTI❑N 404) BUILDING PROGRAM EQUIPMENT REPLACEMENT NEW WORK INCLUDES THE REPLACEMENT OF AN EXISTING YRI SCAN MACHINE (GE SIGMA LOT MRI) WITH A NEW MRI SCAN MACHINE (GE SIGNA 1,5T MRI), IN ADDITION, IT WILL BE NECESSARY TO REMOVE A PORTION OF THE EXTERIOR WALL IN THE EQUIPMENT ROOM (#109), AND THE RF WALL & FINISH WALL_ IN THE MRI SCAN ROOM (#110) TO FACILITATE MOVEMENT OF THE MRI INTO THE SUITE, UPON INSTALLATION OF THE EQUIPMENT THE EXTERIOR WALL, RF WALL & FINISH WALL WILL BE REPAIRED & TOUCHED -UP, AREA CALCULATIONS EXISTING SUITE AREA = 2,012 SF, GROSS: PROPOSED ALTERATION AREA = 734 S.F. GROSS (36%) SITE PLAN OUE-57 01 O T �j FO"F YCRO� Flc! F ! m PROJECT �� f i . w y -- {„T?; , P Eiland Blvd Cv-iger Pd NoTth A,e ,r 71 t, i il�IH, Ave' 5 �. 3h ,i N ephyrhills BetmarAcr 2400 1- (� ZFPHYRHILLS n "CIPAL (t C1D AIRPORT � i - - ° yK 9 t 6 2010 MnpQu_est Portions @2010 NM C CM C) Ln O_v boa r CD o JN X CY7 U o � � is m _P ro N V/ L U 0 a o J M 0 iu U° .�. U) 0 Ln o 0 z C rn 0 co U 0 U Q C J � LO f� LLLL U tV O 0 r 0 N 0 U U) 'It LO U �0~ CV ° .J < UCk�Lo z<C,r, LL z U QC) _J O Q U) U_ JWJ L LJ 2 _J Y J Q d ® _ W _ U_ � C)W CY) Revisions: I L z LLJ Liz a Project Number 10052 Date 06-01-10 Sheet Number G-11 a FILES 113 RECEPTION 1 2- F-'9 LJ LJ MR1 I I I L , (- -- — DISCONNECT REMOVE EXISI�ING EQUIPMENT I & _. I L_- I FURNISHINGS AS SHOWN REMOVE EXISTING SUSP. { AC❑UST. CEILING SYSTEM AS INDICATED, TYP. ,1_ — — — _-— — II II II 11 II II I I I i LL — J t — J 'L _ J DRESSING I I Il `BAITING = REMOVE EXISTING FLOORING & ABRADE EXISTING CONCRETE AS REQUIRED TO PROVIDE A CORRIDOR'._ CLEAN & SMOOTH SURFACE FOR I10 INSTALLATION OF NEW FLOOR FINISH & WALL BASE PREPARATION 10 TOILET F105 r ' - "i n-; REMOVE' EXISTING w — = __ — __ _!} _` — _ EXTERIOR METAL_" I DOORS P FRAMES �. 9 ao ru EQ IPMENT 109 REMOVE A PORTION OF THE EX ERIOR WALL AS __ I_NnICAT V_ Tfi THE_ - ,- - I-- - - Q I BOTTOM (OF PRECAST I I. - LINTEL (INT. FURRING) TO — FACILi 4TE _g0VT IQF_ I- — I THE MRI! INTO THE SUITE I i I I I 1 I__ __--- L__ REMOVE A PORTION OF THE PARENT WALL, RF WALL & FINISH WALL AS INDICATED TO FACILITATE MOVEMENT OF THE MRI INTO THE SUITE -t- J READING o BREAK 1 66 1 107 L E T TT D\:/ :[ t 'lull I�{I---- [;.01 STORAGE III _ II II II II _ 11 II _ I I I ra _3 Fz � . .�.� . �.,� . �� . .,.... . �,. . .�� . .w—w r .....n . �.' . r..■w . —.� q .r... r r.r� . r�r� . ��. . ..r— r �.—. . ter.. . �� . —r— w .�. . .aw. . 1 DEMOLITION -� SCALES 1/4' , V_0# FLOOR PLAIN ERAL NOTES & SPECIFICATIONS DIVIST13N ONE -� aENERRAL REQUIREMENTS SUMMARY OF THE WORK 1. THE WORK INCLUDES ALL DEMOLITION AND NEW CONSTRUCTION AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS, 2, THE PERFORMANCE ❑F ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, COUNTY, AND CITY CODES, RULES AND REGULATIONS, 3, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, 4. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS NECESSARY FOR A COMPLETE, FIRST-CLASS INSTALLATION OR THAT ARE ESSENTIAL FOR PROPER OPERATION OF THE WORK INDICATED. DIVISION TWO -. PARTIAL BUIL ,INQ DEMULITION GENERAL REQUIREMENTS 1. REMOVE EXISTING BUILDING SUPERSTRUCTURES OR PORTIONS THEREOF, EQUIPMENT AND FIXTURES, AS DESIGNATED BY THESE DRAWINGS, DEMOLISH IN AN ORDERLY AND CAREFUL MANNER, REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE OWNER, P. MAINTAIN FREE, SAFE AND APPROVED MEANS OF EGRESS AND PASSAGE TO AND FROM ADJACENT SPACES, ALARM AND FIRE PROTECTION SYSTEMS SHALL REMAIN ACTIVE AT ALL TIMES DURING DEMOLITION AND NEW CONSTRUCTION, ANY EXCEPTIONS TO THIS SHALL BE COORDINATED WITH THE OWNER AND ARCHITECT. 3. ERECT STRUCTURALLY ADEQUATE SAFETY BARRICADES WHICH COMPLY WITH REGULATIONS OF AUTHORITIES HAVING JURISDICTION. PROVIDE MINIMUM 5/8-INCH THICK EXTERIOR PLYWOOD, PAINT'WITH APPROPRIATE COLORS, GRAPHICS AND WARNING SIGNS TO INFORM PERSONNEL AND PUBLIC OF POSSIBLE HAZARD. WHERE APPROPRIATE PROVIDE LIGHTING. PREPARATION 1, THE LIMITS OF REMOVAL SHALL BE LOCATED AND IDENTIFIED. ITEMS TO BE REMOVED AND THE INTERFACE OF ITEMS TO BE REMOVED AND ITEMS TO REMAIN INTACT SHALL BE .IDENTIFIED AND MARKED. P. PRIOR TO REMOVING PORTIONS OF EXTERIOR WALLS, A SAW CUT APPROXIMATELY ONE INCH DEEP SHALL BE MADE ALONG THE LIMITS OF REMOVAL ON ALL FACES THAT WILL BE VISIBLE IN THE COMPLETED WORK. 3. AT NEW WINDOW OPENINGS IN EXTERIOR WALLS, FULL DEPTH SAW CUTS SHALL BE MADE FROM BOTH FACES, REMOVAL 1, REMOVAL SHALL BE TO THE LIMITS SHOWN ON THE PLANS, REMOVAL SHALL BE DONE CAREFULLY TO MINIMIZE DAMAGE TO THE PORTIONS TO REMAIN, REMAINING PORTIONS THAT ARE DAMAGED BY THE CONTRACTOR'S OPERATION SHALL BE RESTORED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE, P. ASSEMBLIES TO BE SALVAGED WHICH REQUIRE DISMANTLING FOR REMOVAL SHALL BE MATCHMARKED BEFORE DISMANTLING. 3. EXISTING APPARATUSES, DEVICES, OR ACCESSORIES WHICH WOULD BE FUNCTIONALLY IMPAIRED BY NEW CONSTRUCTION OR REMODELING SHALL BE MOVED, BROUGHT OUT TO NEW SURFACES, OR PROVIDED WITH NEW ACCESS COVERS, AS NECESSARY TO RESTORE APPARATUSES, DEVICES, OR ACCESSORIES TO THEIR ORIGINAL USEFULNESS, 4, PIPING AND CONDUITS TO BE ABANDONED SHALL BE CAPPED OR PLUGGED, 5, SURFACES WHAT ARE EXPOSED TO VIEW AT THE LIMITS ❑F REMOVAL WORK SHALL BE PATCHED, BUMPS SHALL BE REMOVED AND DEPRESSIONS FILLED, AND THE SURFACE SHALL BE FINISHED TO MATCH THE EXISTING SURROUNDING SURFACES. DEPRESSIONS IN CONCRETE LESS THAN ONE INCH DEEP SHALL BE DEEPENED TO ONE INCH MINIMUM DEPTH BEFORE FILLING WITH CEMENT MORTAR. SALVAGE AND DISPOSAL 1. MATERIALS OR EQUIPMENT SHOWN ON THE PLANS TO BE SALVAGED SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE REMOVED, CLEANED AND STOCKPILED AT A LOCATION AT THE PROJECT SITE DESIGNATED BY THE OWNER. P. MATERIALS.THAT ARE TO BE REMOVED, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE PREMISES, 3, DISP❑SAL SHALL CONFORM TO THE LAWS, RULES, AND REGULATIONS OF ALL AGENCIES HAVING JURISDICTION AT THE DISPOSAL SITE. U� 8 � CIO JCNI 0a °'s i, Jm 6- �' TQ o o � V/ 120 � C 00. o co CM o 0 .'o L) 0. t- M >� /0 fir,. ci 0 0 0 �1� 1 J J c O J L o' c 0 0 N CO U U)>o JQ IO f''„ U CV UXM x _J U. Z L D J 0 Q � U_ W JUJ_J L! yJ W �Lo3: 0 CL W0W U NCO MN Revisions: 0 �r zZ 0-� Ha 00 2a s W I o <V r Project Number 10052 Date 06-01-10 Sheet Number D-1 GENERAL NOTES & SPECIFICATIONS I CONTROL ��E LEZVING I 111 (-- ___— _T_.IEXTERIORI METAL I DOORS & IFR MES -- -a — -�---C---- I L _J FI ! — l_EC. 10 _ _ED i I I I I I I-DIS NNECT & REMOVE �- -J-- — J I E RNIS INS S q N -� 4 I— p — I EQUIPMENT / I I II I REMOVE A PO TION OF 109 IL — THE EXTERI❑R jTW ELL AS --� �---- ------ �----- ----- -- -�- —I - F�PO�E.CAST T INT V RRING> �J REMOVE EXISTING SUSP. \ i E EMENT OF AC❑UST, CEILING SYSTEM I ITHE MRI INT❑ITHE SUIT AS INDICATED, TYP. -- - — RECEPTION �—_� LI _J 12 LJ LJ II II 11 II II II I I I I ram— i� I I II L� _I1J WAITING 11 P! REMOVE EXISTING FLOORING & ABRADE EXISTING CONCRETE AS REQUIRED TO PROVIDE A CORRIDOR CLEAN & SMOOTH SURFACE FOR 10El INSTALLATION OF NEW FLOOR FINISH & WALL BASE DRESSIrdG \ II 1 22 \ LEI ILET [105 PREPARAT_.0N 1 33 REMOVE A PORTION OF THE PARENT WALL, RF WALL & FINISH WALL AS INDICATED TO FACILITATE MOVEMENT OF THE MRI INTO THE SUITE-------- \ t � I J 71 READING_ L BREAK l0E] 107 TOILET' OILET--- ol STI3RAGE L l04 I I II_ _ II II II II II II II I I 1 ARCHITECTURAL FLOOR PLAN A--1 J SCALES 1/4' = i'-0' 11 DIVISION FIVE ;,METALS NON -LOAD BEARING WALL FRAMING I. METAL FRAMINGi PROVIDE NON -LOAD BEARING STEEL STUD PARTITIONS WITH DEFLECTIONS CONFORMING TO L/360 AT 15 PSF (718 PA) FOR VENEER PLASTER WALLS AND L/240 AT 5 PSF (239 PA) TYPICAL FOR GYPSUM BOARD WALLS, 2. FIRE -RESISTIVE RATING, WHERE INDICATED ❑N DRAWINGS, PR❑VIDE MATERIALS AND CONSTRUCTION THAT ARE IDENTICAL TO THOSE ASSEMBLIES WHOSE FIRE RESISTANCE RATING HAS BEEN DETERMINED PER ASTM E119 BY A TESTING AND INSPECTING ORGANIZATION ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. A. MEET OR EXCEED FIRE RESISTANCE REQUIREMENTS OUTLINED UNDER PROVISIONS OF THE GA-600 FIRE RESISTANCE DESIGN MANUAL FOR WALL AND CEILING ASSEMBLIES. B. MEET OR EXCEED CLASS: A FLAME/FUEL/SMOKE REQUIREMENTS OF ASTM E 84 SURFACE BURNING CHARACTERISTICS FOR FINISH MATERIALS. 3. SOUND TRANSMISSION CHARACTERISTICSi FOR GYPSUM BOARD ASSEMBLIES WITH STC RATINGS, PROVIDE MATERIALS AND CONSTRUCTI❑N IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E 90 AND CLASSIFIED ACCORDING TO ASTM E 413 BY A QUALIFIED INDEPENDENT TESTING AGENCY. DIVISION SIX - WPOD AND PLASTIC MILLWORK I. LAMINATE CLAD CABINETS, COUNTER TOPS AND SPLASHES SHALL BE CUSTOM GRADE, FLUSH OVERLAY CONSTRUCTION. 2. LAMINATE CLADDING SHALL BE HIGH PRESSURE DECORATIVE LAMINATE COMPLYING WITH NEMA LID-3. 3, SURFACE MATERIAL SHALL BE HIGH PRESSURE LAMINATED PLASTIC CONFORMING TO NEMA LD-3, 50 MIL THICKNESS. 4. UNLESS OTHERWISE SHOWN ON THE PLANS, SPLASHES SHALL BE 4 INCHES HIGH FROM THE SURFACE OF THE DECK, BACK SPLASHES SHALL BE CONTINUOUS FORMED AND COVED, SIDE SPLASHES SHALL BE TOP SET, 5, ALL MILLWORK TO BE CONSTRUCTED OF 3/4' PLYWOOD UNLESS NOTED ❑THERWISE, DIVISION SEVEN THERMAL BATT & BLANKET INSULATION 1. BATT AND BLANKET INSULATION SHALL BE PRECUT KRAFT-,FACED PIECES (BATTS) OR ROLLS (BLANKETS) OF RESILIENT GLASS FIBERS BONDED WITH AN ACRYLIC THERMOSETTING RESIN, 2, FRICTION FIT (OR FLANGE STAPLE) INSULATION BETWEEN FRAMING MEMBERS AFTER COVER MATERIAL HAS BEEN INSTALLED ON ONE SIDE OF THE CAVITY. 3, IN APPLICATIONS WITHOUT A, COVER: MATERIAL AND WHERE FRAMING DEPTH IS LARGER THAN INSULATION THICKNESS. SECURE WITH 16 OR 18 GAGE WIRE RUNNING DIAGONALLY OR PERPENDICULAR TO INSULATION, SPACED AT 18 TO 84 INCHES. 4. NON -STANDARD -WIDTH CAVITIES SHALL BE FILLED BY BATT INSULATION CUT APPROXIMATELY ONE INCH <11) WIDER THAN THE SPACE TO BE FILLED. 5. THERE SHOULD BE NO GAPS, NOR SHOULD THE INSULATION BE DOUBLED -OVER OR COMPRESSED, 6. CUT TO BUTT -FIT AROUND WIRING AND PLUMBING, OR BE SPLIT (DELAMINATED) SO 0o THAT ONE LAYER CAN FIT BEHIND THE WIRING OR PLUMBING AND ONE LAYER FIT IN FRONT, 7. DAMAGED INSULATION IN THE COMPLETED WORK SHALL BE REMOVED AND REPLACED. INSULATION THAT HAS BEEN WET OR IS WET SHALL BE CONSIDERED DAMAGED. DIVISION EIGHT.- DOORS AND WINDOWS METAL DOORS 1. METAL DOOR SHALL BE FLUSH, SEAMLESS STEEL DOOR FACTORY PREPARED AND cu REINFORCED TO RECEIVE HARDWARE AND HAVING COLD ROLLED STRETCHER LEVELED SHEET STEEL FACE SHEETS NOT LESS THAN 0.048 INCH THICK 08-GAGE). 2. WHERE FIRE RATED DOORS ARE REQUIRED, DOORS SHALL BE LISTED AND LABELED FOR THE FIRE RATING SHOWN ON THE PLANS, 3. PROVIDE BUILDER'S HARDWARE FOR THE DOORS AND OPERATIONS INDICATED ON THE DRAWINGS AND REQUIRED BY CODE, 4. FURNISH OWNER 2 KEYS FOR EACH LOCK. 0 I SYMBOL LEGEND i ROOM NAME f�FFIGE a2a ROOM NUMBER ROOM INFORMATION SYMBOL Ai AWINDOW LETTER SEE DETAILS AND FRAME ELEVATIONS ON SHEET A-3 WINDOW SYMBOL WALL TYPE LETTER - SEE SHEET A-4 A WALL TYPE SYMBOL DETAI#tS,wHtrc-cT WHICH DETAIL IS SHOWN INTERIOR ELEVATION SYMBOL iDOOR NUMBER - SEE DOOR AND FRAME SCHEDULE ON SHEET A-3 101 DOOR SYMBOL DETAIL NUMBER CIRCLE AROUND AREA TO BE DETAILED 1 -1 SHEET ON WHICH DETAIL -� IS SHOWN DETAIL SYMBOL E N J °° D G o t� J .c oCo a m o N Vi � 0a JM M 0 U�0. M U 0 `"e 0 0 N U a>Q J U ... 0 0' Q h. w ...J UJ V W Lo U _ cl z 0 .� LL ..1UJ._J w Q J p Q' < LL Lo = 0 CL if IL W 0 uJ ILL NON J r U t1J n- W 0 4 =o R , UL o CV Project Number 10062 Date 06-01-10 Sheet Number A-1 GENERAL NOTES & SPECIFICATIONS 1 A 1 2 REFLECTED CEILING PLAN SCALD 1/41 = 1'-0' 01 DIMIISO� NNWE- EltilIHES ACOUSTICAL TILE CEILING SYSTEMS 1. INSTALL SUSPENSION SYSTEM AND PANELS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, AND IN COMPLIANCE WITH ASTM C 636 AND WITH THE AUTHORITIES HAVING JURISDICTION. 2. SUSPEND MAIN BEAM FROM OVERHEAD CONSTRUCTION WITH HANGER WIRES SPACED 4'-0' ON CENTER ALONG THE LENGTH OF THE MAIN RUNNER, INSTALL HANGER WIRES PLUMB AND STRAIGHT, 3, INSTALL WALL MOLDINGS AT INTERSECTION OF SUSPENDED CEILING AND VERTICAL SURFACES, MITER CORNERS WHERE WALL MOLDINGS INTERSECT OR INSTALL CORNER CAPS. 4, FOR REVEAL EDGE PANELS+ CUT AND REVEAL OR RABBET EDGES OF CEILING PANELS AT BORDER AREAS AND VERTICAL SURFACES, 5. INSTALL ACOUSTICAL PANELS IN C❑ORDINATION WITH SUSPENDED SYSTEM, WITH EDGES RESTING ON FLANGES OF MAIN RUNNER AND CROSS TEES. CUT AND FIT PANELS NEATLY AGAINST ABUTTING SURFACES. SUPPORT EDGES BY WALL MOLDINGS. 6. ACOUSTICAL TILE SUPPORT - WHENEVER ITEMS SUCH AS SMOKE_ DETECTORS, SIGNAGE, SPEAKERS, ETC, ARE ATTACHED TO CEILING TILES, PROVIDE CROSS BRACE SUPPORT SECURED TO EACH SIDE OF ITEM, BRACE SHALL BE LOCATED TO PROVIDE FULL SUPPORT OF ITEM INDEPENDENTLY OF TILE WITHOUT ANY SAG, BOW OR TWIST OF CEILING OR GRID. GYPSUM BOARD MATERIALS 1. PROVIDE 5/8' REGULAR GYPSUM BOARD, 5/8' TYPE 'X' FIRE -RATED GYPSUM B13ARD AND 5/8' WATER-RESISTANT GYPSUM BACKING BOARD AS INDICATED IN THE DRAWINGS AND COMPLYING WITH ASTM C 1396, BOARD SIZE AS SUITABLE FOR USE TO MINIMIZE JOINTS. 2, ALL GYPSUM DRYWALL TO BE TAPED, SPACKLED AND SANDED SMOOTH PRIOR TO PAINTING. COMPLY WITH ASTM C 754 FOR INSTALLATION AND FINISHING PROCEDURES, ACOUSTICAL TREATMENT 1. SOUND -ATTENUATION BLANKETSi ASTM C 665, TYPE I BLANKETS WITHOUT MEMBRANE FACING, FIRE -RATED AS REQUIRED BY ASSEMBLY, 2. ACOUSTICAL SEALANTt NON -HARDENING, NON-DRYING, NON -SKINNING, NON -STAINING, NON -BLEEDING, GUNNABLE TYPE AS RECOMMENDED BY MANUFACTURER FOR USE IN CONJUNCTION WITH GYPSUM BOARD, PAINTING 1. PAINT ALL EXPOSED SURFACES UNLESS OTHERWISE INDICATED. 2. EXTERIOR PAINT SCHEDULE CONCRETE, STUCCO AND MASONRY, 1 COAT ACRYLIC LATEX PRIMER 2 COATS FLAT ACRYLIC LATEX EXTERIOR ALUMINUMi 1 COAT ZINC CHROMATE PRIMER 2 COATS FLAT ALKYD ENAMEL EXTERIOR WOOD TRIM, 1 COAT ACRYLIC LATEX PRIMER 2 COATS FLAT ACRYLIC LATEX EXTERIOR STEEL & FERROUS M%, 2 COATS RUST INHIBITIVE WATER BASED PRIMER 2 COATS EXTERIOR LATEX 3, INTERIOR PAINT SCHEDULE CONCRETE AND MASONRY, 1 COAT BLOCK FILLER 2 COATS WALL SATIN PLASTER AND DRYWALL, 1 COAT LATEX PRIMER SEAL 2 COATS LATEX ENAMEL MOISTURE RESISTANT GYPSUM BOARD, 2 COATS SELF -PRIMING SCRUBBABLE LATEX INTERIOR WOOD TRIM, 1 COAT ENAMEL UNDERCOAT 2 COATS SEMI -GLOSS ENAMEL CERAMIC TILE & STONE 1. PROVIDE GLAZED CERAMIC FLOOR AND WALL TILE THAT COMPLIES WITH ANSI A1371 2. PROVIDE STONE THRESHOLDS UNIFORM IN COLOR AND FINISH, 2' WIDE BY FULL WIDTH OF WALL OR FRAME OPENING, 1/2' THICK, AND COMPLYING WITH ASTM C 503, 3. INSTALL TILE AND GROUT IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF ANSI 4108.1 THROUGH A108,13, RESILIENT BASE 1. RESILIENT BASE SHALL BE MANUFACTURER'S BEST GRADE, RUBBER OR VINYL BASE, WITH P:REMOLDED INTERNAL AND EXTERNAL CORNER PIECES. THE HEIGHT AND COLOR SHALL BE AS SHOWN ON THE PLANS, 2. ADHESIVE SHALL BE AS RECOMMENDED BY BASE MANUFACTURER, 3. BASES SHALL BE FIRMLY AND TOTALLY ATTACHED TO WALLS WITH ADHESIVE AND SHALL BE ACCURATELY SCRIBED TO TRIM, MOLDING AND CABINETS. ALL JOINTS SHALL BE TIGHT FITTING. FILLER PIECES SHALL BE NOT LESS THAN 18 INCHES, REFELCTED CEILING LEGEND SYM, I DESCRIPTION �g LIGHT FIXTURE - 2' TRACK 0 2'X4' LAY -IN FLUORESCENT LIGHT FIXTURE El 2'X4' LAY -IN FLUORESCENT LIGHT FIXTURE El 2'X4' SURFACE MTD. FLUORESCENT LIGHT FIXTURE 1--i FLUORESCENT LIGHT FIXTURE - 3' STRIP C7 FLUORESCENT LIGHT FIXTURE - 3' STRIP O LIGHT FIXTURE - RECESSED CAN 75W D LIGHT FIXTURE - WALL SCONCE LIGHT FIXTURE - PENDANT L� EMERGENCY BATTERY UNIT WITH TWO ADJ HEADS ® EXIT LIGHT - BATTERY BACK-UP SUPPPLY DIFFUSER 1 ® 1 SUPPPLY DIFFUSER RETURN GRILLE 0 EXHAUST FAN Q SPRINKLER HEAD OM � °' y 8 c o ¢ N 4 � 0 C °' o 0.° 0 rn w a 0o CZ Lo En U J C Q y c C .J LL od 0 0 0 t7;? 0 N �'L a U") 0 N LLJ' x ..a.l 0 Ix tU) _., U. Z � � J O Ll_ W_.1WJ Ill J . j <� a d O NMN LJL Revisions: Uj :5 U a` J Z 4 LL W G' !" U o :; Project Number 10052 Date 06-01-10 Sheet Number A-2 r r G � N � C E o t► 0. G t� N (/�J C o �1/ a 0 n r t � d a V � ■� in 0 o 0 y a i rn Q U_ J LL J ca U d CS r C1 N _>� J Apr` Qw* �WLO O Z< z Q(:y� Mau_ J (J J 0 amm -J o- w LL M Revisions: z LLJ CL ZII Z CV 7 D LL D cy C, r W Project Number 10052 Date 06-01-10 Sheet Number A-3 r rrrr w rr� r rrr.r, r �,w r ��� • r,r�� r rrrr r rrrrr r rrrYr w rrr� r rrrr. w i�� r �� r w�wr, r r*�r r rrrrY : rrr,r. r rr� • �� r rrr�r w r�r r wrw� r rat r rrrrr r ��r r rr�wr r RECEPTION 112] CCONTREL 111 FN`DNFE5_QUS71_3MP_UTiR ACCESS FLOOR WITH 2' x 2' REMOVABLE PANELS EXISTING 12' DEEP & SUPPORT HARDWARE CONCRETE FOOTING "llr REINFORCED WITH #4 @ 12' D.C. EACH WAY I MRI ar �AN fr_____ I I I I � L- �� I OABOVE ANCHOR ENDING 4" CRETE (SEE VENDORFOR EXACTTIONS) 2X F.R. WOOD WALL CORRIDOR BLOCKING, TYP, (SEE EQUIPMENT VENDOR OS DRAWINGS FOR EXACT LOCATIONS) TND, 8' C,M,U, CONST, / HORIZ, REINF, @ ' ❑.C, & 1-#5 VERT, FILLED CELL @ -0' O,C. MAX. (DRILL EPDXY REBAR 6' TO EXIST. MASONRY) �7 EQUIPMI [.09 2X F.R. WOOD WALL 00 BLOCKING, TYP, (SEE EQUIPMENT VENDOR L i DRAWINGS FOR EXACT LOCATIONS) •----n DRESSING - t 1f12 .TOILET _WAITING JT EREEARATION READING Ell BREAK 1-1007 0-6-1 0 r rr� . rrr�r TOILET 101 STORAGE 1 STRUCTURAL FLOOR PLAN $ - 1 SCALES 1/41 = 1'-0' LINTEL SPAN SCHEDULE SIZE REINF, 6'-4' 8'X8' 2-#42, 7'-4' 8'X8' 2-#5B, 80•-0' 8'X16' 2-#4T, 2-#5B, 10'-0' 8'X16' 2-#ST. 12'-0' 8'X16' 2-#5T, 2-#7B. FOR OPENINGS WITH SPAN LESS THAN 6'-4' USE SOLID PRECAST CONCRETE LINTEL W/ 1-#5 REBAR HOLLOW METAL FRAME (GROUT SOLID) 2 DOOR HEAD S-1 SCALEt 3'=11-0' #5 VERTICAL REINF, IN GROUT FILLED CELL DOWELED INTO FOOTING 8' CONCRETE MASONRY UNIT HOLLOW METAL FRAME (WITH STANDARD ANCHOR - GROUT SOLID) 3 DOOR JAMB S-1 SCALE, 3'=1'-O' MAIN WIND FORCE RESISTING SYSTEM DESIGN WIND LOADS HORIZONTAL LOADS VERTICAL LOADS MAX. HORIZ, WALL LOADS WIND VELOCITY LOAD ROOF END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD O.H. ZONE (MPH) DIRECTION ANGLE WALL ROOF WALL ROOF WINDVARD LEEWARD WINDWARD LEEWARD END INTERMR IE 4E 1 4 OF ROOF ROOF ROOF ZONE ZONE TRANSVERSE 0• 1 +26,8 -13,9 +17,8 -9.2 -32.3 -18.3 -22.4 -14.9 -45.1 -35,3 +20.0 -15,7 +14,9 -124 130 LONGITUDINAL ALL 1 +26,8 -13,9 +17,8 -82 -32.2 -18.3 -22,4 -14.2 -45,1 -35,3 +20.0 -15.7 +14,9 -12,1 4 WINDWARD 3 4 LONG LEEWARD 4E 2 3\ 4E LONG �`. 2 INT, VERTICAL ZONE ENDS`, ZONE I J tV _ w A I- 21 LONG anr IE 1E LONG L/2 L/2 _ WIND LENGTH (L) DIRECTION RANGE co i cu EXIST, CONT. STL, ANGLES THRU BOLTS I NEW PRECAST LINTEL (8' BI W/ 2-#4 REB EXIST, 12' C,N #5 VERT, IN FILLED CELL EPDXY EMBED NOTEi THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4' IN HEIGHT FOR EXTERIOR SLIDING DOORS OR 1/2' FOR OTHER TYPES OF DOORS. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 112 DOOR (SEE SCHEDULE) ALUM. THRESHOLD SET IN CONT, BED OF SEALANT(ANCH❑R RECESSED - F.H. SCREWS IN EXPANSION SHIELDS AT 8' D.C.) FLOOR FINISH (SEE SCHEDULE) RUN FLOOR FINISH UNDER a - THRESHOLD EXTERIOR DOOR THRESHOLD SCALE, 3'01'-0• COMPONENTS AND CLADDING DESIGN WIND LOADS EDGE STRIPS & END ZONES ENCLOSED PORTIONS ROOF O.H. GARAGE DOORS 10% LEAST HORIZ, DIM. = 81' WIND VELOCITY (MPH) EFFECTIVE WIND AREA (SO, FT,) ROOF ZONE WALL ZONE ZONE ROOF ANGLE WIDTH (FT,) HEIGHT (FT,) LOAD (PSF) 40% EAVE HEIGHT = 7.2' 1 2 3 4 5 2 3 a = 7,2' +12.4 +12,4 +12.4 +30.4 +30,4 - (MIN, ALLOW, = 3 FT,) 130 10 -43,8 -72,1 0° - - -30,4 -51.0 -76.8 -33,0 -403 0 31 13 I I I t I 1 I t I © I I I I I r° �o of I 1 I I I I 31 2- 13 EXISTING PRECAST CONCRETE LINTEL #5 VERT, IN CONC, FILLED CELL 6' MIN. EPDXY EMBED DRILL & EPDXY #5 DOWELS 6' INTO C,M.U, @ 16' O,C, VERT„ TYP, WHERE NEW C,M,U, MEETS EXISTING C,M,U, WALL STND, 8' C.M.U. INFILL W/ HORIZ. REINF, @ 16' O.C, & 1-#5 VERT, IN FILLED CELL @ 4'-0' D.C. MAX, GROUT (1) S❑LID @ EXIST. CMU & NEW CMU INFILL r4_"`N INFILL ELEVATION SCALES 3/8'aV-O' EXIST, 12' C,M,U„ TYP EXIST. PRECAST LINTEL 7'-4' A,F.F, TOP OF M,O. 4 S-1 STND, 8' C.M.U. CONST. W/ HORIZ, REINF, @ 16' D.C. & 1-#5 VERT, IN FILLED CELL @ 4'-0' D.C. MAX, (DRILL & EPDXY REBAR 6' INTO EXIST, MASONRY) EXTERIOR LATEX PAINT EXISTING REINF, CONC. WALL FOOTING EXIST, 12' C,M,U„ TYP; 9'-4' A,F.F, 1 COAT LATEX PRIMER SEAL & 2 COATS LATEX ENAMEL PAINT, TYPICAL 5/8' GYPSUM WALL BD, & MIN. R-11 BATT INSUL, ON )I 6' METAL STUDS @ 24' D.C. MAXIMUM, TYPI.CAL EXISTING CONCRETE FLOOR SLAB c B n 5 WALL SECTION S"1 SCALES 1/2•=1'-Q' EXIST, LINTEL EXIST, LINTEL (STEEL ANGLES THRU-BOLTED) ' ,i 7'-4' A.F. DOOR HEAD S-1 N u 4 q S-•1 EXIST. CONCRETE PAD - EXISTING REINF, CONC, WALL FOOTING 3 S 1 COAT LATEX PRIMER SEAL & 2 COATS LATEX ENAMEL PAINT, TYPICAL -----5/8' GYPSUM WALL BD, & MIN, R-11 BATT INSUL, ON 6' METAL STUDS @ 24' 1 O.C. MAXIMUM, TYPICAL i EXISTING CONCRETE FLOOR SLAB WALL SECTION S SCALEI 1/2'=11-0' GENERAL NOTES & SPECIFICATIONS DIVISION ONE - GENEMENTS GRAVITY DESIGN LOADS L COMPUTER ACCESS FLOOR SYSTEM MINIMUM UNIF❑0MLY DISTRIBUTED LIVE LOAD = 100 P,S,F, MINIMUM CONCENTRATED LIVE LOAD = 2,000 P.S.F. 2, SPECIAL LOADS MRI MAGNET = 13,115 LBS, PATIENT TABLE = 279 LBS. WIND DESIGN LOADS 1, WIND SPEED (3-SECOND GUST) = 130 M.P.H. (WIND-BORNE DEBRIS REGION) 2, WIND IMPORTANCE FACTOR / BUILDING CLASSIFICATION (TABLE 1604,5) II = 1.0 3, WIND EXPOSURE CATEGORY (F.B,C. SECTION 1609,4) = B 4, ENCLOSURE CLASSIFICATION (F,B.C. SECTION 1609,2) = ENCLOSED 5, INTERNAL PRESSURE COEFFICIENT (A.S.C.E, 7-05) = t 0,18 6, REFER TO LOAD TABLES AND LOADING DIAGRAMS FOR MAIN WIND FORCE RESISTING SYSTEM AND COMPONENTS & CLADDING DESIGN WIND PRESSURES, DIVISION THREE . - EQNRETE CAST -IN -PLACE CONCRETE 1, ALL CONCRETE WORK SHALL CONFORM TO THE ACI BUILDING CODE (318-05). 2, ALL CONCRETE SHALL BE 3,000 PSI CONTROLLED NORMAL WEIGHT CONCRETE UNLESS OTHERWISE NOTED ON DRAWINGS, 3, ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, 5, CONCRETE COVERING FOR REINFORCING STEEL SHALL BE A MINIMUM OF 3/4' FOR SLABS, 1 1/2' FOR BEAMS AND COLUMNS, 1 1/2' FOR FORMED SURFACES EXPOSED TO EARTH OR WEATHER, 3' FOR FOOTINGS AND BEAMS CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH, 6, CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS, OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL, 7, ALL REINFORCING BARS MARKED CONTINUOUS SHALL BE LAPPED 43 BAR DIAMETERS, LAP TOP BARS AT MIDSPAN AND BOTTOM BARS AT SUPPORTS UNLESS OTHERWISE NOTED, HOOK ALL TOP BARS AT DISCONTINU❑US ENDS, DIVISION FOUR- N6SONRY CONCRETE MASONRY UNITS (C,M,UJ 1, ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 530-05/ ASCE 5-05/TMS 402-99 AND ACI $30,1-05/ASCE 6-05/TMS 602-05 2, ALL CONCRETE MASONRY SHALL BE NORMAL WEIGHT UNITS CONFORMING TO ASTM C90, TYPE N-II WITH A MINIMUM MASONRY COMPRESSIVE STRENGTH, f'm 1500 PSI AT 28 DAYS, 3, MORTAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AND SHALL CONFORM TO ASTM C270, TYPE S. 4. COARSE GROUT SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 3/8' AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI, SLUMP MEASURED IN ACCORDANCE WITH ASTM C143 SHALL RANGE BETWEEN 8' AND 11', 5, PROVIDE VERTICAL. REINFORCING AS SHOWN ON PLANS AND WALL SECTIONS, DOWEL ALL VERTICAL BARS INTO FOOTINGS, LAP VERTICAL BARS 30' AT SPLICE LOCATIONS AND HOOK BARS INTO TIE BEAMS AT ROOF LEVEL. 6. PROVIDE GROUT FILLED KNOCKOUT BLOCKS AT LOCATIONS INDICATED IN WALL SECTIONS, LAP ALL BARS 48 BAR DIAMETERS AT SPLICE LOCATIONS, 7, FILL BLOCK WALLS SOLID WITH COARSE GROUT AT ALL REINFORCED CELLS AND AT DESIGNATED LOCATIONS SHOWN ON DRAWINGS, MORTAR ALL CROSS WEBS OF CELLS RECEIVING GROUT AND MAINTAIN 3' MINIMUM CLEAR CELL OPENINGS AND MINIMUM CLEAR AREA OF 10 SQ, IN, S. FOR HIGH LIFT GROUTING, PROVIDE CLEANOUT OPENINGS AT BOTTOM OF ALL GROUT FILLED CELLS (ALTERNATE CELLS AT SOLID GROUTED WALLS). 9. HORIZONTAL JOINT REINFORCING SHALL BE STANDARD WEIGHT, LADDER TYPE REINFORCING CONSISTING OF #9 GAGE LONGITUDINAL AND TRANSVERSE RODS SPACED AT VERTICAL INTERVALS NOT EXCEEDING 16'O,C. CROSS RODS TO BE SPACED 16'0.C. LAP LONGITUDINAL RODS AT LEAST 8' AT SPLICE LOCATIONS. 10. PROVIDE PRECAST CONCRETE LINTEL BEAMS OVER ALL EXTERIOR AND INTERIOR MASONRY WALL OPENINGS UNLESS OTHERWISE NOTED, TOTAL LOAD DEFLECTION NOT TO EXCEED L/360. 11, PROVIDE TEMPORARY BRACING OF MASONRY WALLS AS REQUIRED DURING CONSTRUCTION, DIVI ION .SIX W AND PLA;TICS ROUGH CARPENTRY 1, ALL, LUMBER FOR CONVENTIONAL WOOD FRAMING MEMBERS SHALL BE STRESS RATED NO, 2 GRADE SOUTHERN PINE, 2. LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION', ADOPTED BY THE AMERICAN FOREST & PAPER PRODUCTS ASSOCIATION, FLORIDA PRODUCT APPROVAL NUMBERS I AS REQUIRED BY FLORIDA STATUTE 553,842 AND FLORIDA ADMINISTRATIVE CODE 9B-72, THE FOLLOWING IS A LISTING OF THE EXTERIOR COMPONENTS & CLADDING MATERIALS PROPOSED FOR USE IN THE CONSTRUCTION OF THIS PROJECT, AND THEIR RESPECTIVE PRODUCT APPROVAL NUMBERS• EXTERIOR DOORS INGERSOLL-RAND STEELCRAFT I.R. METAL DOORS FL# 4613,1 THE FOLLOWING STRUCTURAL COMPONENTS ARE COMPRISED OF MATERIALS OR PRODUCTS WHICH ARE ASSEMBLED OR PLACED IN THE FILED, COMPLIANCE WILL BE DEMONSTRATED BY A BATCH TICKET OR BILL OF LADING MADE AVAILABLE AT THE SITE OF ASSEMBLY OR PLACEMENT, EXEMPTED PRODUCTS CAST -IN -PLACE CONCRETE & CONCRETE MASONRY UNITS 0 � E 0 c xtmm i�n cn♦♦f00 Lo (D a a 0 0 o a c� 0 c 0 � o a J 2 ti GL' o 06 od o. 0 N U) > d. ko p.�.I Q UQM zCM Q LL. w W J(JJ LU 1 J Q 0 w Q w _J Lo Z Li- WOW NMI kevisions: ° o LL J ...� 0 Uz = W 0 J n d 0 Project Number 10052 Date 06-01-10 SheetNu~mb � S-1 GENERAL NOTES & SPECIFICATIONS - - - - - - - - --ram - --wr - - . �� r �� '. �r ---� . rr . .Fri w •ram . rrrw' . �� � �� r �� r �� r �r . �Y . -rr� . rr� - -Y� r rr-� w �� r —_ -I - — --1 -- -- --�— I I I CONTROL ------- --=—__�_-- r — �—� 1.11 EXISTING PRESSURE J �— C� EQUALIZING WAVEGUIDE VENT -- CRYOGEN VENT — PIPE (SEE VENDOR FTLES. I �l DRAWINGS FOR 113 ( -- — l PIPING DETAILS) f I I I M R I I I � 110 10 El �— I L __ J_ — J O EQUIPMEI 109 CABINET, VALVES & HOSE BARBS FOR ®� COOLING SYSTEM (SEE EXISTING SUPPLY VENDOR DRAWINGS FOR EX ING EXH UST CONNECTED TO ®� TYPES, SIZES & PIPING FAN AIR INLET--U� EXISTING DIAGRAMS) WAVEGURECEPTION—��_——_ CRYOGEN VENT 3/4' CHW & CHWR L J - L J / PIPE (SEE VENDOR CORRIDOR DRAWINGS FOR 1081 p / PIPING DETAILS) ---� -1 E =F rF=:7 IF-91 II I II II II II I III I + lL _ } t _ JJ lL _ L� =11� DRESSING - 102 TOILET I AIR COOLED CHILLER I III E1-05 PROVIDED BY VENDOR (SEl1� E PIPING R DRAWINGS FORDIAGRAM) WAITING ICA °O PREPARATION ng R106 oEADING BR -AK 100 {( 11 I 10 E '. 007 107 TOILET 1C1 STORAGE r----1 I IF--� FF 1 r 104i I . r-r-. - �� . -ram s � w �� . �- r rww� r ��- r rrr� --r-iwr' . �� w �rYir . .✓_. . r-r� - �� . err r �� . r�r r �--� r �r w �� � -rr� - --ram . 1 MECHANICAL FLOOR PLAN M -1 J SCALE, 1/4' = 1'-00 /v DIVISION FIST N - MECHANICAL PLUMBING & PIPING 1, THIS WORK SHALL CONSIST OF FURNISHING AND INSTALLING PIPES, FITTINGS AND VALVES IN ACCORDANCE WITH THE DETAILS SHOWN ON THESE PLANS & THE VENDOR DRAWINGS. 22. PIPE, FITTINGS AND VALVES SHALL INCLUDE SUCH PLUMBING AND PIPING ACCESSORIES AND APPURTENANCES, NOT MENTIONED, THAT ARE REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF THE PLUMBING AND PIPING SYSTEMS, HEATING, VENTILATION AND AIR CONDITIONING <H,V,A,C,) 1. INSTALLATION SHALL COMPLY WITH ALL LOCAL, STATE AND FLORIDA ENERGY CODES. 22. PROVIDE TEST AND BALANCE UPON COMPLETION OF WORK, CRYOGEN VENT 1. THE RF SHIELDED ROOM CONTRACTOR SHALL SUPPLY AND INSTALL ONE 8' OD CRYOGEN VENT PIPE✓WAVEGUIDE IN THE RF SHIELD CEILING. THE VENT PIPE/WAVEGUIDE SHALL EXTEND A MIMIMUM OF 4' ABOVE AND BELOW THE RF CEILING FOR CONNECTION PURPOSES. THE LENGTH OF THE WAVEGUIDE SHALL PER RF SHIELDED ROOM CONTRACTOR RECOMMENDATIONS, 2, THE GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL AN APPROPRIATE SIZE VENT PIPE (ABOVE RF SHIELDED CEILING) TO CONNECT WITH THE RF SHIELDING CONTRACTOR'S INSTALLED WAVEGUIDE. THE HVAC VENT PIPE SHALL BE CONTINUED THROUGH THE ROOF OF MAGNET ROOM TO A 90• ELBOW, THE PIPE SHALL TERMINATE ODUTSIDE OF THE BUILDING WITH AN EXTERIOR CAP AND WEATHER TIGHT FLASHING. I MECHANICAL LEGEND _1 SUPPPLY DIFFUSER RETURN GRILLE EXHAUST FAN SIDEWALL SUPPPLY DIFFUSER QT THERMOSTAT 0 c Cl ��4 .- E Cb a ` o o Q co 13-1 a� a� o ccu' LO C > N X a o a � U J �rjCl S L o c O r O N r.Yi. uJ LO S Q G � N O < V M o z CM `jai W J J Q Q w w _Lo_ U ui 0 W Nco ON Revi.�.�.�. Qr V z b r Z Caw j 1 8 n go o N Project Number 10052 •ram.-...... Date 06-01-10 Sheet Number M.1 II i I I I I _ _I I 1 HA SQD_ TYPE+yuL___ NEMA►__L__ MTD+_J�-_ SPACES+_.34__ VOLTi?J2/_4BQ__ PH+_3 WIRES+_4_ GRN. BAR+__Y___ FEEDER WIRES 4/0 CU THWN CIR AMP P LOAD KW WIRE # CIR AMP P LOAD KW WIRE # 1 175 3 MRI 125 2/0 CU THWN 2 30 3 RTU-3 24 #10 THWN 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 TOTAL CONNECTED LOADi 149,000 / 480 / 1.732 = 180 AMP GENERAL NOTES & SPECIFICATIONS DIVISION SIXTEEN ELECTRICAL. GENERAL REQUIREMENTS 1. THE CONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR, TOOLS, EQUIPMENT AND WORK REQUIRED FOR INSTALLATION OF A COMPLETE ELECTRICAL SYSTEM, INCLUDING LIGHTING AND POWER DISTRIBUTION, AND TELEPHONE CONDUITS AS INDICATED ON THE DRAWINGS. 2. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS LABORATORIES APPROVAL, 3. ANY MINOR WORK NECESSARY, ALTHOUGH NOT SHOWN, TO MAKE THIS A COMPLETE ELECTRICAL INSTALLATION SHALL BE CONSIDERED A PART OF THE CONTRACT, 4. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF THE N,E.C. AND LOCAL GOVERNING CODES, S. THE CONTRACTOR SHALL VERIFY THE ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT PRIOR TO ROUGH -IN, IF THE ELECTRICAL CHARACTERISTICS OF THE EQUIPMENT VARIES FROM THAT SPECIFIED ON THE ELECTRICAL DRAWINGS, IT SHALL BE THE RESPONSIBILITY OF THE SUPPLIER TO NOTIFY THE ARCHITECT OF ANY CHANGES TO THE ELECTRICAL SYSTEM, EQUIPMENT & BASIC MATERIALS 1. SWITCHES CONTROLLING PANELS, LOAD CENTERS, OR MOTORS SHALL BE HEAVY DUTY SQUARE D OR APPROVED EQUAL. MULTIPLE MAINS SHALL BE IDENTIFIED AS MAIN #1, MAIN #2, ETC. FUSES SHALL BE BUSSMAN CLASS RK-1 AND CLASS L OR APPROVED EQUALS. 2. MAIN SWITCHES AND MAIN PANEL BOARDS SHALL BE SUITABLE FOR SERVICE ENTRANCE EQUIPMENT WITH A SHORT CIRCUIT CURRENT DESIGN OF 65,000 A.I.C. (SYM.), WHICH WILL BE VERIFIED WITH LOCAL UTILITY. 3, PANELBOARDS TO BE SQ,D, OR APPROVED EQUAL WITH LOCKING DOOR UNLESS OTHER SPECIFIED, INSTALL TYPEWRITTEN, TWO -COLUMN DIRECTORIES INSIDE EACH NEW AND RELOCATED PANELBOARD INDICATING WHAT EACH CIRCUIT SERVES, THE CONTRACTOR SHALL BALANCE THE LOADS IN THE WIRE GUTTER AND IN THE PANELBOARDS, 4. ALL WIRE TO BE COPPER AND NO WIRE SMALLER THAN #12 AWG GAUGE SHALL BE USED ON THIS INSTALLATION, ELECTRICAL DETAIL L _ _ _ ___ ___ __ _ __ _ CEDE 100 KVA UPS SETUPELEC--118 `— r �� ■ �.� w rr� w rrr.r r rrwr� r �� r rrrr. . rr� . "� r �.+ . .r..r. r — r — r — r-- r — r REV. DATE, 04/11/07 480Y (277V) BUILDING POWER I I I C�NTRaI f 175 AMP MINIMUM �- --- MAINT. 3 PHASE, 4W + G REQ'D L J BYPASS UPS MAIN LUGS: (1) ,#6-350 KCMIL PER PHASE ISWITCH BATTERY f -- — EXIST, VERTICAL WALL DUCT EXISTING 3' & 2• SHIELD GE MAINTENANCE FILLS I - -JI EXIST, WALL DUCT EMT CONDUIT CggLER BYPASS PANEL 113 i { ` UPS NEW SURFACE 100KVA 175 A UP INS PUT raRl—r——ZZ!�----c __ MOUNTED 12'X3'—� GE DIGITAL SCAN �"""� — C DUCT 175 A CONTROL ENERGY ——� C C-1 I I I lloUPS 4�_.=—�� r 2-2' EMT / 175 A UPS OUTPUT SYSTEM REPLACE EXISTING I EXIST, VERT, EQUIPMENT_ EF SWITCH W/ [:01�COUNT DOWN TIMER WALL DUCT11-09 & PILOT LIGHT 3/4 EMT N 4-#10 THWN 1-1/2` EMT BATTERY EXISTING DC CABINET LA-42 LIGHTING 100 or 125 JA RECEPTION � 2' EMT CONTROLLER �./ � 112 --- _--_ ---GE _MDP 2 SPACES, OTHER —! GE IMAGING 15-150A OR 70-250A MAX. EPO MAGNET MONITOR EPO 175 AMP SYSTEM FOR OPTIONAL LOADS r B J L- J /` CORRIDOR p •HAS FOR MRI REAKER 106 L P 'LA' _ __ � ELECTRICAL DETAIL -- MRCC — 3 E =::� L— ~� �� PROTECTIVE DISCONNECT SETUP ELEC-154 II II II II it II I III I 1/2' EMT REV. DATEI 04/02/0' T I DRESSING ' fi W / 4-#12 RUNSS Bess AND 2+97, & POWER wx asona PANE. (on. . 102 \ I H CU THWN ODRDS FOR SHIELD/CRYO OE C= COOy.ER COMPRESSOR CABINET,► TOILET MRCC, 1M MAGNET MONITOR ��r �gp �qSp li POW (24 I III —unjm l05 J \ EQUIPMENT n +P(MAGNET MON TOR,DEM, obs�cAsi �' M OPTIMAL MULTIPLEXER) ARE MACNETOPERAMON FOR GE UPPI..IED CABLL LRYO 0 WAITING P�PARAT::QN READING_ ooab+o a BREAK �=-EsuftLyrnroN m+N IF WAVER c TWO REMOTE EMERGENCY 'OFF• pR CoOLAR [off uF 10 ° 10 6 � 10 7 C M OPT I'NCYw� CABINET r TOILET STORAGE s 1 REMERS ARE PPRn IVY PDU, CRYO + CIER1 Fri!'. COMPRESSOR CHILLER, IENT CHILLER, 1— -- —1 IF — 1 rF l rF � FF � F ` 7 L104 CDI RESSOR CABINET, MAGNET Ant.�uto Asr I I I I I' r— MlA�1T�t E9UIPCMENT CIRCUITS. SWOOM OANOT I III I I I I I I I I I I I III I ALL BRANCH CIRCUITS DROP L - _J LE - L _ a tE � E � Di L�J �---�-L —n._ i � V s �, �L� �P --'— C Y OUT ON LOSS OF POWER. wN°ac SY87fl1 CAlI+ET COLDHEAD MRCC, GRADIENT \�77 0-wo . r rrr� _ rwww� . MRCC, SFDELB/CRYO C[NB.ER ` — -- ---- — -- ---- — — -- COMPRESSOR CABINET, I MAGNET MONITOR EQUIPMENT AUTOMATICALLY RESTART " �� AFTER 3 SEC TIME DELAYI. PW UPON RESTORATION OF POWER, EMERGENCY OFF LOCKS OUTLk4A A CA tt,7 1 ELECTRICAL POWER PLAN RITACTORS P omrwuaoN unrr (PD1) 1~ MOM IF 3 PHASE WYE.WITH e M aF NEUTRAL AND GROUND (9 WIRE OFFeuttaN SYSTEM INPUT USED THEW SCALES 1/4' = 1'-0' INEUTRAL 1U STAB DOTES �cED �, �s w PANEL AND NOT BROUGHT TO + , , NOR WE PtD THE POWER CABINET. Raskey SUTIONme RED PANEL'� SUPERVISORY CIRCUIT FOR HVAC INTERLOCK CONTACTS OPEN (IN LOSS OF DC POWER OR EMERGENCY OFF POSITION. r------- REMOVE-------------- rREMOVE � I I I —P AN­E LET -1 I I I I 'HA' 1 1 I I I I 50 I 30 RTU-3 I I REMOVE I 20 CHILLER I I I I MLO ( I I I PANEL I ( I L.1 i METER 'a50 AMP `EXISTING r EXISTING BREAKER I MAINT, I I GE MDP O & I BYPASS I I ENCLOSURE W/ 200A I I I I TRIP I I I I UNIT — _J REMOVE � REMOVE 2-1/2' EMT W/ 5 -3/0 THWN 2-1/2' EMI 3' PVC W/ 4-350 MCM THWN EXISTING SERVICE E - NOT TO SCALE 3 NEW RISER DIAGRAM E -1 NOT TO SCALE SYMBOL LEGEND SINGLE POLE SWITCH, 20A 46' CL A.F.F. 3-WAY SWITCH 20A 46' C. A.F.F. �D SINGLE POLE DIMMER 600W, 46' A.F.F. DUPLEX RECEPTACLE - 20A 18' CL A,F.F. DUPLEX RECEPTACLE - 20A 46' CL A,F,F. OR AS NOTED 4)R EXIST, CIRCUIT - RELOCATED DUPLEX RECEPTACLE - 20A 18' CL A.F,F. :OR EXIST, CIRCUIT - DUPLEX RECEPTACLE - 20A 46' CL A.F.F. OR AS NOTED TELEPHONE/DATA OUTLET IS' CL A,F.F, PROVIDE BOX, P. RING, AND 3/4'C, TO ABOVE CEILING TELEPHONE/DATA OUTLET 46' CL A.F.F. OR AS NOTED PROVIDE BOX, P. RING, AND 3/4'C. TO ABOVE CEILING TELEVISION/SATELLITE OUTLET 46' CL A.F.F. OR AS NOTED PROVIDE BOX, P. RING, AND 3/4'C, TO ABOVE CEILING Ep DISCONNECT LJ JUNCTION BOX WP WEATHERPROOF GFI GROUND FAULT CIRCUIT INTERUPTER ' 2 TWO POLO MOTOR RATED SWITCH SMOKE DETECTOR f- sz E V N � x U! can > 0 0 w r' 0. a N CID a� a 0 :3 . now U) 0 0 0 U J 0 LO J U 0 0 N U U)�T. l L) MCI"- N UJI .J (JW M Z L)Z = J o 25 2U)U_ W LLJ .,.J UJ J Q < o a-�0- UJI NCON Revl�rr�.� _J .Z r _J CL F—F— LL. 'v L) UJ u ..J O W a. CV Project Number 10062 Date 06-01 - 10 Sheet Number E-1