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Home My WebLink About136 Commerce Way 92-610, 01-667, 01-2209 Plans new constructionL. R015ERT KIMEALL 4 ASSOCIATES Architects and Engineers Inc. 615 West Highland Avenue Ef A5T E RN 15 OTO F E 5 1 N CO Ebensburg, Pa. 15931 ((514) 472 - 7700 ■ CYCLOTKON GMP DOCUMENTS 155UED 07/05/01 113G Commerce Way 5anfora,loricla 3277 1 Project Number 01-1200-0275 EASTERN 15OTOPE5, INC, SANFORD� FLORIDA CYCLOTRON 136 COMMERCE WAY 5ANPORD, FLORIDA 32771 L. R oL?(5rt Kimball Associates Architects and Engineers Inc. 61 5 West rlighland Avenue Ebensburg, PA 1 593 1 JULY 5, 2001 The Whiting -Turner Contracting Company 5cale Na 300 East Joppa Road Baltimore, MD 2 1 26G COVER 5HEET Drawing Title Drawing Number ARCH. SYMBOLS ABBREVIATIONS ■ O X GOLUMN LINE OWINDOW TYPE EQUIPMENT TYPE X TYPE OF EQUIPMENT X- X-RAY, F - FOOD SERVIGE EQUIPMENT GROUP p REVISION CLOUD AROUND REVISION RECORD REVISION 0 REVISION NUMBER _ UNIT -A ® UNIT-5 MATGH LINE WORK POINT, CONTROL POINT, DATUM POINT NORTH ARROW BUILDING OR GROSS SECTION X- p SECTION IDENTIFICATION SHEET WHERE SECTION 15 DRAWN WALL SECTION X SECTION IDENTIFICATION p' SHEET WHERE SECTION 15 DRAWN DETAIL 00 Ap. DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN INTERIOR ELEVATION 00 Ap.p ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN I ELEVATION IDENTIFICATIONS 2 NO ARROWS MEANS THAT ELEVATION IS NOT SHOWN OFFIGE� ROOM IDENTIFICATION 102 ROOM NAME ROOM NUMBER e�-� DOOR IDENTIFICATION DOOR NUMBER OWALL TYPE INDICATOR (D ELEVATION OR SECTION KEYNOTE REFERENGE I� GONSTRUGTION NOTE .EANOUTI DRAWI NG INDEX ARCHITECTURAL HVAC AO.OI COVER SHEET BY GONTRAGTOR AO.02 DRAWING INDEX, LEGEND, GON5TRUGTION NOTES, AND ABBREVIATIONS AI.01 FIRST FLOOR LIFE SAFETY PLAN PLUMBING A1.02 DEMOLITION FLOOR PLAN A1.03 CONDUIT LOCATION PLAN d DETAILS A2.01 FIRST FLOOR PLAN, WAIL TYPES, 8 GONSTRUGTION ITEMS BY GONTRAGTOR A2.02 DOOR SGHEDULE, FINISH SGHEDUL E & DETAILS A3.01 BUILDING 5EGTION AND DETAILS Ab.01 REFLECTED GEILIN6 PLAN ELECTRICAL BY CONTRACTOR STRUCTURAL 51.01 EXISTING FLOOR SLAB DEMOLITION PLAN 52.01 FOUNDATION PLAN S3.01 FOUNDATION SEGTION5 I I � EX. M.H. 0 L ----- I — —x \ o I X II I lob AG.T. AGOU5TIG TILE GA. GAUGE Q.T. QUARRY TILE ADJ ADJAGENT C-2 6ALVANIZED A/G AIR GONDITIONIN6 6.1. GALVANIZED IRON ALT. ALTERNATE 6.G. GENERAL GONTRAGT R. RADIUS ALUM. ALUMINUM OR GONTRAGTOR R.W.G. RAIN WATER GONDUGTOR z ANGLE 6L. GLASS, GLAZING REF. REFERENGE AND G.F.T. GLAZED FAGIN6 TILE REG. REGISTER A.B. ANCHOR BOLT 6R. GRADE, GRADING REINF. REI NFORGED/REI NFORG ING ANOD. ANODIZED GYP. GYPSUM R.G.P. REINFORGED GONGRETE PIPE APPROX. APPROXIMATE REV. REVISION/REVISED ARCH. ARCHITECTURAL R.H. R16HT HAND A.D. AREA DRAIN HDWE, HARDWARE R.O.W. R16HT OF WAY AT HD.WD. HARDWOOD R.D. ROOF DRAIN HT6. HEATIN6 RF6. ROOFING HVAG HEATIN6/VENTILATION/AIR RM. ROOM BR6. BEARING GONDITIONIN6 R.O. ROUGH OPENING B.P. BASE PLATE HT. HEIGHT RUB. RUBBER B.N. BULLNOSE H.P. H16H POINT ROUND BIT. BITUMINOUS H.M. HOLLOW METAL BILK. BLOCK HORIZ. HORIZONTAL BLK6. BLOGKIN6 SAN. SANITARY BD. BOARD SECT. SECTION BOTT. BOTTOM INGIN. INGINERATOR SH. SHEET B.G. BOTTOM CURB INGL. INCLUDED/INGI UDIN6 SPEC. SPEGIFIGATION(5) BRK. BRICK I.D. INSIDE DIAMETER SQ. SQUARE BLDG. BUILDING INSUL. INSULATED/INSULATION 5/5TL. STAINLESS STEEL BM. BEAM INT. INTERIOR STD. STANDARD I NV. INVERT STA. STATION 5TL. STEEL GAB. GABINET STOR. STORAGE G.I. GAST IRON IT. JOINT STR. STRUGTURAI G.B. GHALK BOARD JAN. JANITOR SUSP. SUSPENDED G.G.J. GRAGK CONTROL JOINT SYM. SYMMETRY/5YMMETRIGAI GL6. GEM. GEILIN6 CEMENT K.GEM. KEENE'5 DEMENT '1-- GENTER LINE T.B. TAGK BOARD GTS. CENTERS LAB. LABORATORY TEL. TELEPHONE G.T. GERAMIG TILE LAM. LAMINATE (D) TV TELEVISION GLO. CLOSET LAV. LAVATORY T.G. TERRA GOTTA GOL. COLUMN I.H. LEFT HAND TERR. TERRAZZO GONG. GONGRETE LT.WT. LIGHT WEIGHT THK. THICK/THIGKNESS GMU GONGRETE MASONRY UNIT L.S. LIMESTONE T�6 TONGUE AND GROVE GONST. GONSTRUGTION L.G. LIMIT OF GONTRAGT T.S. TOP OF SLAB GONT. GONTI NUOUS OR CONTINUE I KR. LOGKER T.G. TOP OF CURB GONTR. GONTRAGT/GONTRAGTOR L.P. LOW POINT T.W. TOP OF WALL G.G. CORNER GUARD TYP. TYPIGAL GORR. GORRIDOR GPT. GU.FT. CARPET GUBIG FOOT M.B. M.H. MARKER BOARD MANHOLE U.N.O. UNLESS NOTED OTHERWISE GU.YD. GUBIG YARD MFR. MANUFAGTURER UNFIN. UNFINISHED GTS. GENTERS MA5 MASONRY U.V. UNIT VENTILATOR M.O. MASONRY OPENING MATL. MATERIAL/MATERIALS V. VENT DEPT. DEPARTMENT MAX. MAXIMUM VERT. VERTIGAL DET. DETAIL MEGH. MEGHANIGAL VIN. VINYL DIA. DIM. DIAMETER DIMENSION MET. METAL V.G.T. VINYL GOMPOSITION TILE M.G.B. METAL CORNER BEAD V.B. VINYL BASE DBL. DOUBLE MIN. MINIMUM V.F. VINYL FABRIC, DN. DOWN M15G. MISGELLANEOUS V.W.G. VINYL WALL GOVERIN6 D.S. DOWNSPOUT M.R. MOISTURE RESISTANT DWG. DRAWING MOV. MOVABLE D.F. DRINKIN6 FOUNTAIN MULL. MULLION WSGOT. WAINSGOT D.E.F.S. DIRECT -APPLIED EXTERIOR W.H. WALL HUNG FINISH SYSTEM W.G. WATER CLOSET N.G. NON -CORROSIVE W.P. WATERPROOFIN6 E.F. EACH FAGS NRG. NOISE REDUGTION GOEFFIGIENT N.N.F. WELDED WIRE FABRIC, E.W. ELEG. EACH WAY ELEGTRIGAL NOM. NOMINAL N.M. HIRE MESH E.W.G. r ELEGTRIG WATER COOLER N.I.G. N.T.S. NOT IN GONTRAGT NOT TO SGAI E W/O W11-HOUT EL. ELEVATION ND. WOOD ELEV. ELEVATOR W.I. WROUGHT IRON EMER. EMER6ENGY OB5. OBSGURE ENGL. ENGLOSURE O.G. ON GENTER/ON GENTERS EQ. EQUAL OP6. OPENING EQPT. EQUIPMENT OPP. OPPOSITE EXT. EXTERIOR O.D. OUTSIDE DIAMETER O.A. OVERALL FIN. FINISH/FINISHED F.A. FIRE ALARM PNL. PANEL F.E. FIRE EXTINGUISHER PARTN. PARTITION F.E.G. FIRE EXTINGUISHER GABINET PERF. PERFORATE/PERFORATED F.N.G. FIRE H05E GABINET PERIM. PERIMETER FLASH. FLA5HIN6 I PERPENDICULAR FLR. FLOOR/FLOORI N6 PL. PLASTER F.D. FLOOR DRAIN P.LAM. PLASTIC, LAMINATE FLUOR. FLUORESGENT le PLATE FT6. FOOTING PLYWD. PLYWOOD F.R.F.E.G. FIRE RATED FIRE PVG POLYVINYL CHLORIDE EXTINGUISHER GABINET P.S.F. POUNDS PER SQUARE FOOT FDN. FOUNDATION P.S.I. POUNDS PER SQUARE INCH FURR. FURRED/FURRIN6 P.L. PROPERTY LINE FUT. FUTURE P.B.S. PREMOLDED BITUMINOUS STRIP PTD. PAI NTED �1 --------_---------------------- v17 7.4' , 3 1 X GE TO REMAIN 20' UTILITY DRAI NACRE EASEMENT Lo EX. 6 ° D.S. D.S. GLEANOUT / I APPROX. LOCATION / Xz- OF SANITARY LINE -gyp (VERIFY IN FIELD) o BLDO. = 5,050 sq. ft. C <o / r /,AI �',C 2 0.0 i o ►' i I '-ten l I Lc� 20' UTILITY DRA I NACRE EA5EME I---------------------- — — — — — --------- I 7� 226 I I a I 51TE PLAN A0.02 1"- 20' U N T M T R 0 U L. RODERT KIM5ALL * ASSOCIATES Archltect5 and Englneer5 Inc. G 15 West Highland Avenue Ebensburg, Pa. 15931 (614) 472 - 7700 ■ GMP DOCUMENTS 155UED 07/05/01 ■ 01-1200-0279 Project Number ■ EA5TEF\N 150TOPE5, INC. SANFORD FLORIDA CYCLOTRON 13G COMMERCE WAY SANFORD, FLORIDA 32771 Project Name ■ ■ ©Date JULY 5, 2001 ■ N.A. Scale ■ DRAWING INDEX, LEGEND, CON5TRUCTION NOTE5, A1315REVIATION5, AND 51TE PLAN Drawing Title ■ AO,oO2 Drawing Number ■ ■ Q- 0- I FIR5T ffLOOR PLAN (D BUILDIN6 DATA ONE STORY PRE-ENGINEERED METAL BUILDING THE FOLLOWING ARE FIRE RESISTANGE REQUIREMENTS FOR WALLS, FLOORS, GEILING5 AND ROOF ASSEMBLIES. RATED ELEMENT5: F IREWALL 2HR PLAN APPROVAL AGENGIES: CITY OF SANFORD INTENDED USE OF BUILDING USE GROUP - LIGHT INDUSTRIAL BUILDING HEIGHT IN STORIES ONE STORY BUILDING SQUARE FOOTAGE ANALY515 Ist. FLOOR AREA = 6,OG5 sq. ft. m m m m! I HOUR FIRE RATED PARTITION 2 HOUR FIRE RATED PARTITION', ■ L. K013EKT r\IM5ALL * ASSOCIATES Archltect5 and Englneer5 Inc. 615 West 111ghland Avenue Ebensburg, Pa. 15931 (814) 472 - 7700 GMP DOCUMENTS 155UED 07/05/01 ■ 01-1200-0279 Project Number ■ EASTERN 150TOPE5, INC. 5AN FORD FLOKI DA CYCLOTKON 13G COMMERCE WAY 5ANFORD, FLORIDA 32771 Project Name ■ ■ JULY 5, 2001 ©Date ■ A5 5NOWN Scale ■ Drawing Title ■ FI K5T FLOOR LI FE 5AEETY PLAN Drawing Number ■ ■ f - 0 REMOVE EXISTING EXHAUST FA.CI ANC 1111-7,,LL 0FENII!G WITH r1ETAAL P;�NEL AP,1D NSULTIOPi TO P ATOH RE'-10V/E E X I ST! r�1G E;<HA SST FAN AND INFILL OPENING WITH METAL FAP,IEL AND INS-ULAThON TO MATGH (:5:�--- REMOVE D SLAB IN HATCHED AREA FOR RECESSED -GGESS FLOORING RE-10VE SHED ROOF, GOLU� 1NS, _ i (' G / AND GHAINLIP, K FEN,t NC6 /� E �DF I NT RFI If);/E WALL FA,RTITIOA5, DOOR ' AND FRAh,F ,a" SEMBLY, WATER C;LO`ET, - LA , I -r, IA ROR, FLOOR!NC5, BASE GR,-,E- BAR ,-,,N� ELECTRICAL ITEMS r- - 4 -:5 i -Lf) \- -� - REMOVE SLAB IP,,! HATG-17FF AREA FOR THIG EDEN SLAB UNDER HOT G_L' REf10�� E SLAB 1 N HI -.TGHED AREA FOR `,/AULT INSTALI ATION RE1,10VE PARTITIONS I I \ DEMOLITION IF LOOK PLAN A1.02) L RODERT KIMEMLL � ASSOCIATES Architects and Engineers Inc. 615 West Highland Avenue Ebensburg, Pa. 15931 (614) 472 - 7700 ■ GMP DOCUMENT5 155UED 07/05/01 ■ 01-1200-0279 Project Number E EA5TERN 150TOPE5, INC. SANFORD FLORIDA CYCLOTRON 13G COMMERCE WAY 5ANFORD, FLORIDA 32771 Project Name s ■ JULY 5, 2001 Cl Date A5 5HOWN Scale DEMOLITION FLOOK PLAN Drawing Title Al 02 • Drawing Number VAULT NAL L (BEYOND) DETAIL A 1 " = I'-O" VAULT HALL (BEYOND) i 2'-2" GABLE TR�Y� ��, 4" GABBLE GONDUGTS Cf r; f- /0 0 /0 A z. l I 2" 1 II = I I_O II - GABLE TRAY` - 4" GABBLE " GONDUGTS VAULT NALL (BEYOND) 1 II _ 11_O II 2 � CONDUIT 5PAC1 NG IN TRENCH CONDUIT LOCATION PLAN GABLE TRAY 4" GABLE GONDUGTS NOT USED DETAIL I" = I'_O" VAULT HALL (BEYOND) I V J DETAIL E I II _ 11_0 II GABLE TRAY 2" OND GALE GGT5 L. RODERT KIM13ALL * ASSOCIATES Architects and Engineers Inc. 615 West Highland Avenue Ebensburg, Pa. 15931 (614) 472 - 7700 ■ GMP DOCUMENTS 155UED 07/05/01 s 01-1200-0279 Project Number EASTERN 150TOPE5, INC. 5ANFORD FLORIDA CYCLOTRON 13G COMMERCE WAY 5ANFORD, FLORIDA 32771 Project Name O Date JULY 5, 2001 ■ AS SHOWN Scale CONDUIT LOCATION PLAN AND DETAILS Drawing Title 03 O Drawing Number ■ IBA EOUIPMENT LEGEND O GYGLONE 15/cf OGONTROL STATION OWATER CONDITIONER OHYDRAULIC, STATION OGAS SUPPLY OGOLD GAS GABINET O WATER MANIFOLD ONOT USED OHELIUM EXGHAN6ER 10 AIR MANIFOLD 11 TARGET UTILITY CABINET 12 HOT GELLS 13 POWER DISTRIBUTION 14 R.F. DRIVER AMPLIFIER 15 MAIN GO) L S ION 50URGE P.S. 16 SIEMENS P.L.G. SPEGIFIG GONSTRUGTION ITEMS I❑ GASEWORK u GORNER GUARD - SEE DETAIL 3/A3.01 3❑ SURFAGE MOUNTED FIRE EXTINGUISHER 141 AGGESS FLOORING aFLOOR TRENCH WITH ALUMINUM OR GHEGKERED STEEL PLATE COVER I B I G v G 13 A B 112 �U I10 �� B 5 7 0 , ELECTRIGAL o li�� } s" I I'-Iq, 112 s,— 136 5F 22'-a" s GASES q,_2„ ' 0 24'-s° s, 7,_0 , o ar, ono - j ass s —110 14 (16 15 J�� Jam' �® O� 105 _ —ll 2l'-2" 5'-I" 1 5" LPONER, III 425 SF 21 F/ 3 = q � TEGNNIGAL RM 2 I III 105 2 225 5F I I - ) N_ FD6 5YNTHE515 A B 15 16 14 303 5F 2 12-2" �. q ' 112 - � IOlJE B 13� �� _E A 2 A 1141 , 1 P'-4° 108 I 5" 107 106 � FD6 DELIVERY O DRAWIN6 RM -15 SF ANq ROOM 181 SF 106 A PATCH METAL PANEL AND INSULATION WHERE EXHAUST , , _ — FAN HAS REMOVED Y'a - � a �. 4 � � I �� MATCH EXISTING , II°�� 102 aQ- GORR IDOR j� I - Ia 36' DEEP WELL b 3 s l ,� _ 16" DEEP TRENGH in r -Z = IIl 1 L � _� SLOPE TO WELL in — 1 p w m I ° 115 — q ° 8" DEGOMI5510NIN6 102 4! Q 10 1 f PHARMACY is N I m VAULT I a CONCRETE LAYER °°\ GONTINUE WALL TYPE AI FROM 660 5F —D'r , a - 8"— I' TOP OF GONGRETE VAULT TO > THE UNDERSIDE OF STRUCTURE 37'-n° (INDTGA-TED-B'C17A5HE9-LINE IOI —° Ln I o ; , 116 � � _ � � 14'-4" PATCH METAL PANEL AND o o m VAULT 2 i INSULATION WHERE EXHAUST m _ 2 II FAN WAS REMOVED Iy; o ,� OJ _ i 36" DEEP WELL MATCH EXI5TIN6 d ° ° _ C Q 16" DEEP TRENCH° - �.- o° - ;. I .,z0..... SLOPE TO WELL a A PROVIDE TEMPORARY 101 METAL STUD AND G.W.B. PAGKA61N6/ DATA ENTRY �J 4 ° ° PLU6 INFILL 1171 5F -8 I 51_4 "1 O __J � CONTINUE WALL TYPE Al FROM N TOP OF GONGRETE VAULT TO MAINTAIN EXI5TIN6 RO L-UP— f THE UNDERSIDE OF ROOF DOOR UNTIL SECOND a ° (INDICATED BY DASHED LINE) CYCLOTRON INSTALLA ION d �. ° ;4 I18 5° 118 0" o - r B � � CORRIDOR8' 31 O OVERALL VAULT DIMENSION �"�\ I / '' 44-_g" (D- 1 1-1 RST FLOOP, PLAN ,�! - �01 SCHEDULE OF OWNER SUPPLIED EQUIPMENT AND CONNECTION REQUIREMENTS KEY NOTE ROOM NO. DESCRIPTION PROVIDED BY INSTALLED BY 1 115/116 CYCLONE 18/9 IBA/EASTERN IBA/EASTERN 2 112 CONTROL STATION IBA/EASTERN IBA/EASTERN 3 114 WATER CONDITIONER IBA/EASTERN CONTRACTOR 4 115/116 HYDRAULIC STATION IBA IBA/EASTERN 5 110 GAS SUPPLY IBA GAS VENDOR 6 115/116 COLD GAS CABINET IBA CONTRACTOR RUN LINES TO GAS CABINET 7 115/116 WATER MANIFOLD IBA CONTRACTOR RUN LINES TO MANIFOLD 8 NOT USED 9 115/116 HELIUM EXCHANGER IBA IBA/EASTERN 10 115/116 AIR MANIFOLD IBA IBA/EASTERN 11 115/116 TARGET UTILITY CABINET IBA IBA/EASTERN 12 111 HOT CELLS EASTERN EASTERN —CONTRACTOR TO CONNECT POWER AND VENTILATION 13 113 POWER DISTRIBUTION IBA/EASTERN CONTRACTOR TO ROUGH —IN 14 113 R.F. DRIVER AMPLIFIER IBAEASTERN CONTRACTOR TO ROUGH —IN 15 113 MAIN COILS ION SOURCE P.S. IBAEASTERN CONTRACTOR TO ROUGH —IN 16 113 SIEMENS P.L.C. IBAEASTERN CONTRACTOR TO ROUGH —IN CONTINUE METAL STUDS TO STRUCTURE ABOVE PROVIDE LATERAL BRAGIN6 TO STRUCTURE ABOVE 3" SOUND ATTENUATION BATT5 @ GEILING A.T.G. - SEE REFLECTED GEILING PLAN FOR LAYOUT 5/8" G.W.B. FROM TOP OF FLOOR SLAB TO 4" ABOVE GEILING BOTH SIDES 3" SOUND ATTENUATION BATTS 3 5/8" METAL STUDS (9 16" O.G. W/ TOP & BOTTOM TRAGK TOP OF GONGRETE FLOOR SLAB CONTINUE G.W.B. (2) 51DES TO UNDERSIDE OF ROOF A CONTINUE (1) LAYER OF 5/5" G.W.B. BOTH AI SIDES TO UNDERSIDE OF STRUGTURE ABOVE I HOUR FIRE RATING - U.L. NO. 465 CONTINUE (2) LAYERS OF 5/8" 6.W.B. BOTH A2 SIDES TO UNDERSIDE OF STRUGTURE ABOVE 2 HOUR FIRE RATING - U.L. NO. 4q5 a 103 CORRIDOR 6" METAL STUDS 9 16" O.G. W/ TOP & BOTTOM TRAGK A.T.G. - SEE REFLECTED GEILING PLAN FOR LAYOUT 5/4" PLYWOOD. FROM TOP OF EXISTING PLYWOOD TO 4" ABOVE GEILING EXISTING FURRING AND PLYWOOD EXISTING METAL PANEL AND INSULATION TOP OF GONGRETE FLOOR SLAB �I v �X: v LIJ v 0 NOM. ULu Li LLJ 0 J) v O w I� —r G 2 WALL TYPE5 6" METAL STUDS @ 16" O.G. W/ TOP & BOTTOM TRAGK A.T.G. - SEE REFLECTED GEILING PLAN FOR LAYOUT 5/4" PLYWOOD. FROM TOP OF FLOOR SLAB TO 4" ABOVE GEILING EXISTING METAL PANEL AND INSULATION L. ROBERT KIMBALL � ASSOCIATES Archltect5 and Engineers Inc. 615 West Highland Avenue Ebensburg, Pa. 15931 (814) 472 - 7700 ■ GMP DOCUMENT5 155UED 07/05/01 01-1200-0279 Project Number ■ EA5TEKN 150TOPE5, INC. SANFORD FLORIDA CYCLOTRON 13G COMMERCE WAY 5ANFORD, FLORIDA 32771 Project Name ■ ■ 6" METAL STUDS @) 16" O.G. J U LY 5, 2001 W/ TOP & BOTTOM TRACK ©Sate ■ A5 5HOWN Scale ■ TOP OF GONGRETE FLOOR SLAB FIIZ5T FLOOR PLAN WALL TYPE5, AND CON5TRUCTION ITEMS Drawing Title ■ A2001 Drawing Number ■ ■ DOOR SCHEDULE Door Number Door Type Door Material DOOR FRAME Door Glass Frame Glass Hardware Notes Width Height Thickness Type Material 101-1 B HM 4'-0" 7'-0" 1-3/4" FB HM WIRE GLASS "C" LABEL 101 —2 A HM 4'-0" 7'-0" 1 —3/4" FB HM "C" LABEL 102-1 B HM 4'-0" 7'-0" 1 —3/4" FB HM 105-1 B HM 4'-0" 7'-0" 1 —3/4" FB HM 106-1 A HM 4'-0" 7'-0" 1 —3/4" FB HM 107-1 B HM 4'-0" 7'-0" 1-3/4" FB HM 107-2 B HM 4'-0" 7'-0" 1-3/4" FB HM 108-1 B HM 4'-0" 7'-0" 1 —3/4" FB HM 1 10-1 A HM 3'-0" 7'-0" 1 —3/4" FA HM "B" LABEL 1 1 1-1 B HM 4'-0" 7'-0" 1 —3/4" FB HM 1 12-1 A HM 3'-0" 7'-0" 1 —3/4" FA HM 1 13-1 A HM 3'-0" 7'-0" 1-3/4" FA HM 1 13-2 A HM 3'-0" 7'-0" 1 —3/4" FA HM 1 14-1 A HM 4'-0" 7'-0" 1 —3/4" FB HM 1 17-1 A HM 3'-2" 7'-0" 1 —3/4" FD HM SLIDER 1 17-2 A HM 3'-2" 7'-0" 1-3/4" FD HM SLIDER 118-1 A HM 4'-0" 7'-0" 1-3/4" FB HM "C" LABEL ROOM FINISH SCHEDULE ROOM # ROOM NAME FLOOR BASE WALLS CEILING MAIL. CEILING HT. REMARKS 101 PACKAGING/DATA ENTRY EPX NO BASE CON —EPT/PWD—PT/GWB—PT ACT-02 14'-0" 102 PHARMACY VCT VCB CON—EPT/GWB—PT ACT-03 9'-6" 103 CORRIDOR VCT VCB GWB—PT/PWD—PT ACT-01 9'-6" 104 NOT USED 105 LAB VCT VCB GWB—PT/PWD—PT ACT-03 9'-6" 106 DRAWING ROOM VCT VCB GWB—PT ACT-03 9'-6" 107 ANTEROOM VCT VCB GWB—PT ACT-03 9'-6" 108 FDG DELIVERY SV SV CON—EPT/GWB—PT ACT-03 9'-6" 109 NOT USED 110 GASES VCT VCB GWB—PT/PWD—PT GWB—PT 9'-6" 11 FDG SYNTHESIS VCT VCB CON—EPT/GWB—PT ACT-03 9'-6" EPDXY PAINT FLOOR TRENCH 112 ELECTRICAL VCT VCB GWB—PT/PWD—PT ACT-01 9'-6" 113 POWER SUPPLY — — VCB CON —EPT/GWB—PT/PWD—PT ACT-01 9'-6" EPDXY PAINT FLOOR RECESS 114 TECHNICAL ROOM VCT VCB CON —EPT/GWB—PT/PWD—PT ACT-01 9'-6" EPDXY PAINT FLOOR TRENCH 115 VAULT 1 EPX — — CON—EPT EPX 10'-0" EPDXY PAINT FLOOR TRENCH 116 VAULT 2 EPX — — CON—EPT EPX 10'-0" EPDXY PAINT FLOOR TRENCH 117 CORRIDOR VCT VCB CON —EPT/GWB—PT/PWD—PT — 118 CORRIDOR VCT VCB CON —EPT GWB—PT/PWD—PT — — — — FINISH SCHEDULE LEGEND FLOOR CON CONCRETE EPX EPDXY PAINT SV SHEET VINYL VCT VINYL COMPOSITION TILE BASE SV SEAMLESS INTEGRAL BASE VCB VINYL COVE BASE WALLS CON—EPT CONCRETE W/ EPDXY PAINT GWB—PT GYPSUM WALLBOARD W/ PAINT PWD—PT PLYWOOD W/ PAINT CEILING ACT-01 ACOUSTICAL TILE CEILING 2 x 2 ACT-02 ACOUSTICAL TILE CEILING 2 x 4 ACT-03 ACOUSTICAL TILE CEILING 2 x 4 VINLY EPX EPDXY PAINT CONCRETE GWB GYPSUM WALL BOARD (PAINTED) SOUND ATTEN. BATTS WHERE INDICATED CAULK BOTH SIDES 5 ANGHORS PER JAMB (TYP.) 5 5/4" X 2" H.M. FRAME DOUBLE STUDS 2 1 DOOR HEAD AND JAMB DETAILS 2.0 SOUND ATTEN. BATTS WHERE INDICATED DOUBLE STUDS CAULK BOTH SIDES D_i'+ X2" H.M. FRAME S F/,L, TYPE 2"1, 3'-0" 2" N O � � I t— T— JI FF7ATYPE- e [-B]T,-rpE- 2❑ AI_nll N N � I I F E13 TYPE - DOOR AND FRAME TYPE5 5/8" CWB. BOTH SIDES 5 5/8" METAL STUDS GAULK PERIMETER 5 5/4" X 2" H.M. FRAME TEMPERED GLASS e CqLASS PANEL METAL FILLER PANEL N' N O i 1— 211 211 FFG1 TYPE TEMPERED GLASS 55/4"X2" H.M. FRAME CAULK PERIMETER 5/8" CWB. BOTH SIDES 5 5/8" METAL STUDS WINDOW MEAD, JAMB, AND 51 LL DETAILS 1 1 /2"= I'-O" 2"11 2" 3'-6 FF-D] TYPE TEMPERED CLASS 5 5/4" X 2" H.M. FRAME CAULK PERIMETER 5/8" GWB. BOTH SIDE` 5 5/8" METAL STUDS L. RODERT KIMEALL * ASSOCIATES Architects and Engineers Inc. 615 West Highland Avenue Ebensburg, Pa. 15931 (614) 472 - 7700 ■ GMF DOCUMENTS 155UED 07/05/01 ■ 01-1200-0279 Project Number ■ EA5TERN ISOTOPES, INC. SANFORD FLORIDA CYCLOTRON 13G COMMERCE WAY SANFORD, FLORIDA 32771 Project Name ■ ■ ©Date JULY 5, 2001 ■ A5 5HOWN Scale ■ w51 DOOR SCHEDULE, FINISH SCHEDULE, AND DETAI L5 Drawing Title ■ A2002 Drarting Number ■ IS ■ POCKET GONG VAULT AT 5TRUGTUR4 STEEL BENT FRAME LOGATION(5) EXISTING STEEL STRUGTURE BEYOND (TYP.) 5/4'' PLYWOOD. FROM TOP OF EXISTING PLYWOOD TO 10'-0" ABOVE FINISHED FLOOR z t~fl Z 6" METAL STUDS (D 16" O.G. W/ TOP i BOTTOM TRAGK - W m EXISTING FURRING AND PLYWOOD EXISTING METAL PANEL AND INSULATION FIN. FLR. 1 BUILDING SECTION 8" DEGOMMISSIONING LAYER r— 8" DEGOMM15510NING LAYER 5'-4" le 5'-6" L �j 4 -2 4'-8" 5'-6" 4'-2" 5'-4" I 'i 8 21-01I 1'-411Cl11 Q C� 21-0 I '-4 0.CJ AGGE55 TRENCH WELL AGGES5 TRENCH WELL EPDXY PAINT EPDXY PAINT POURED GONGRETE VAULT PLUG 2 1/2" MET WITH 5/5" CORNER GUARD EXISTING STEEL GOLUIv 3 5/8" METAL STUDS WITH 5/8" G.W.B. ONE 5 PROVIDE "J" AT EDGE OF 2 PLAN DETAIL_ III = ED6 SYNTHESIS J \--- VINYL COVE BASE PATCH SLAB WHERE REMOVED FOR VAULT INSTALLATION PROVIDE gIAGONAL BRAGING FOR LATERAL SUPPORT OF METAL STUD PARTITIONS (TYP.) I 3 5/8" METAL STUDS (9 16" O.G. WITH 5/5" G.W.B. BOTH SIDES AGOUSTIGAL TILE GEILING (TYP.) 3/4'' PLYWOOD. FROM TOP OF EXISTING PLYWOOD TO 4" ABOVE GEILING 6" METAL STUDS ® 16" O.G. _ X W/ TOP � BOTTOM TRAGK LlJ CUD GTRIGAL X I EXISTING FURRING AND PLYWOOD w m v EXISTING METAL PANEL AND N INSULATION ALUMINUM PAN HEAE METAL SC CORNER GUARD 1/4" RADIUS ID VINYL GOVER L. RODEPU KIMEALL * ASSOCIATES Architects and Engineers Inc. G 15 West Highland Avenue Ebensburg, Pa. 15931 (614) 472 - 7700 ■ GMP DOCUMENT5 155UED 07/05/01 ■ 01-1200-0279 Project Number ■ EASTERN 150TOPE5, INC. SANFORD FLORIDA CYCLOTRON 13G COMMERCE WAY 5ANF0RD, FLORIDA 32771 Project Name ■ ■ ©Date JULY 5, 2001 ■ Scale A5 5NOWN ■ BUILDING 5ECTION AND DETAILS Drawing Title ■ A3001 Drawing Number ■ ■ (D I —— �� LEC TRI AL j I � I to I `—' �FTF�, F PC WEB �UF RCf 425 5F - PF .1 L F1 -3c OTD , RY DR.r.AI`II��I RM =F T� ICI F I qO � F C ORRIDG , i I FT GORIDOR lFT PHP RP�ir,GY VAULT I n C I I I it Ii rr— VAULT 2 Ili � I C - PAI�,I DATE CI1�R( I I -, 15F I i i I I I� �I I li i ; III I -ORRVOR 2'-0" X 2'-0" LAY IN AGOUSTIGAL TILE GEILING REFLECTED CEILING PLAN 4'-0" X 2'-0" LAY IN AGOUSTIGAL TILE GEILING 1/2" GYPSUM WALL BOARD ATTACHED TO GEILING L. P\05EP\T KIMbALL * ASSOCIATES Architects and Engineers Inc. 615 West Highland Avenue Ebensburg, Pa. 15931 ((514) 472 - 7700 ■ GMP DOCUMENTS 155UED 07/05/01 ■ 01-1200-0279 Project Number ■ EASTERN 150TOPE5, INC. 5AN FORD FLORIDA CYCLOTRON 13G COMMERCE WAY 5ANFORD, PLOKIDA 32771 Project Name ■ ■ JULY 5, 2001 ©Date ■ A5 5HOWN Scale ■ REFLECTED CIF I LI NG PLAN Drawing Title ■ AGOO Drawing Number ■ i ■ ........................... ... .............. CONCTRACTOR SHALL TEMPORARILY SHORE AND LATERALLY BRACE EXISTING BUILDING COLUMNS PRIOR TO SAWCUTTING AND REMOVING CONC SLAB. SHORING AND BRACING SHALL REMAIN IN PLACE UNTIL ALL NEW REINFORCING BARS (INCLUDING EXIST HAIRPIN BARS) AND CONCRETE ARE IN PIACE, AND CONCRETE HAS ATTAINED FULL DESIGN STRENGTH � I I /// 6// I / SAWCUT AND REMOVE EXIST ! ��.'/�,/: ./ // //:• ./�:`//:r'".///Ii 4-INCH SLAB AS RE 'D FOR INSTALLATION OF VAULT FOUNDATIONS AND NEW SLAU ON GRADE (SHADED REGION) APPROXIMATE LINE OF SAWCUT, AS REQ D \ E FIELD -VERIFY LOCATION OF HAIRPIN BARS '1 �'//j/:' ./;.'// ;'`///%. //:'/ • �:' :' / r,/ PRIOR TO SAWCUTTING CONC SLAB. CONTRACTOR SHALL TAKE: EXTREME CARE NOT TO CUT OR DAMAGE !REINFORCING ��. BARS. REMOVE CONCRETE; AROUND BARS USING HAND-HELD CHIPPERS, TYP. 3 EX1ST1NG 5LA5 DEMOLITION TON PLAN EI 1 .�.. ................ ii"------.....' ...-----.... I40� "'I* 40� "S� CONCTRACTOR SHALL TEMPORARILY SHORE AND LATERALLY BRACE EXISTING BUILDING COLUMNS PRIOR TO SAWCUTTING AND REMOVING CONC SLAB. SHORING AND BRACING SHALL REMAIN IN PLACE UNTIL ALL NEW REINFORCING BARS (INCLUDING EXIST HAIRPIN BARS) AND CONCRETE ARE IN PLACE, AND CONCRETE HAS ATTAINED FULL DESIGN STRENGTH DEMOLITION NOTES 1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND COORDINATE THE DEMOLITION WORK TO CONSTRUCT THE NEW WORK AS SHOWN ON THE DRAWINGS. 2. PRIOR TO SAWCUTTING, DETERMINE LOCATIONS OF ALL EXISTING REINFORCING BAR IN CONCRETE SLAB ON GRADE. SUBMIT DRAWING SHOWING ALL REINFORCING BARS LOCATIONS TO ENGINEER PRIOR COMMENCING WORK. 3. SAWCUT OPENINGS PLUMB, SQUARE AND TRUE TO DIMENSIONS REQUIRED. 4. REMOVE AND LEGALLY DISPOSE OF ALL CONSTRUCTION DEBRIS. 5• LOCATE AND PROTECT/RELOCATE ALL EXSITNG UTILITIES PRIOR TO COMMENCEMENT OF WORK AS REQUIRED. 6. PROVIDE TEMPORARY PROTECTION WHERE REQUIRED BY AUTHORITIES HAVING JURISDICTION. 7. PROTECT WALLS, CEILINGS, FLOORS AND OTHER EXISTING FINISH WORK TO REMAIN IN PLACE. RETURN ELEMENTS OF CONSTRUCTION AND SURFACES TO REMAIN TO CONDITION EXISTING PRIOR TO DEMOLITION OPERATIONS. 8. ALL DEMOLITION WORK NOT SPECIFICALLY SHOWN, BUT NECESSARY TO COMPLETE THE PROJECT AS SHOWN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN CONTRACT DRAWINGS AND EXISTING FIELD CONDITIONS PRIOR TO PROCEEDING WITH WORK. 10, THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF TEMPORARY SHORING AND BRACING. L. RODERT KIMDALL * ASSOCIATES ■ GMP DOCUMENT5 155UED 07/05/01 ■ 01-1200-0279 Project Number ■ EASTERN 150TOPE5, INC. SANFORD FLORIDA CYCLOTRON 13G COMMERCE WAY 5ANFORD, FLORIDA 3277 Project Name ■ i if Signature ©Date JULY 5, 2001 ■ 1 /Qu= 1 1_011 Scale V ■ EX15T1 NG FLOOR SLAB DEMOLITION PLAN Drarnng Title ■ 51 01 • Drawing Number ■ M SEE ARCH DRAWINGS FOR CONFIGURATION AND l LOCATION OF CONDUIT CAST I INTO MAT FOUNDATION 11 .............. ................. 1'-10" CONC MAT FOUNDATION WITH (2) LAYERS OF #6@12" OC EW. (1) LAYER TOP, (1) LAYER BOTTOM. TOP OF CONC EL EV (-n'-n") TYPIrAI IInNI EXIST HAIRPIN BARS TO REMAIN. CAST INTO NEW CONCRETE MAT FOUNDATION, TYP 0 z- ------- ---------------- ........................ 1 � MAT FOUNDATION AND SLAB PLAN S2.01 NOTES: II 1. TOP OF EXISTING FLOOR SLAB REFERENCE ELEVATION (0'-0") 2. ALL ELEVATIONS NOTED IN PARENTHESIS (+/—) ARE WITH I RESPECT TO REFERENCE ELEVATION (0'-0"), UON ■ DESIGN LOADS AND GENERAL NOTES 1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THE FOLLOWING CODES AND STANDARDS: L. K015EKT KIM15ALL ALL APPLICABLE STATE AND LOCAL CODES. THE STANDARD BUILDING CODE (SBCCI), 1997 EDITION ASCE 7-95, AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) MINIMUM DESIGN LOADS FOR A550CIATE5 BUILDINGS AND OTHER STRUCTURES. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) ALLOWABLE STRESS DESIGN, 1989. ACI 318-99, AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. ACI 530-95, ACI BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. Architects and En ineer5 Inc. 9 2. DESIGN LOADS SHALL BE AS FOLLOWS (AS PER (SBCCI 1997), UNLESS OTHERWISE NOTED): 61 5 West Highland Avenue FLOOR LIVE LOAD WIND LOAD (SBCCI) Ebensburg, Pa. 15931 CORRIDORS, 100 PSF BASIC WIND SPEED, 100 MPH (614) 472 - 7700 STORAGE AREAS (LIGHT), 125 PSF WIND LOAD IMPORTANCE FACTOR(I), 1.00 EARTH QUAKE DESIGN DATA SNOW LOAD (ASCE 7-95) PEAK VELOCITY —RELATED ACCELERATION (Av), 0.05 GROUND SNOW LOAD(Pg), 0 PSF PEAK ACCELERATION (Aa), 0.05 ■ SEISMIC HAZARD EXPOSURE GROUP, III (USE GROUP H-4) SITE COEFFICIENT 1.0 SEISMIC PERFORMANCE E CATEGORY, A GMP DOCUMENTS 155UED 07/05/01 BASIC STRUCTURAL SYSTEM REINFORCED CONCRETE SHEAR WALLS RESPONSE MODIFICATION FACTOR R = 5 1/2 DEFLECTION AMPLIFICATION FACTOR Cd = 5 EQUIVALENT LATERAL FORCE PROCEDURE 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ALL APPLICABLE ARCHITECTURAL, LAND DEVELOPMENT, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. ALL ROOF, WALL AND SLAB OPENINGS REQUIRED BY OTHER DISCIPLINES SHALL BE INCLUDED AS REQUIRED. 4. DO NOT SCALE DRAWINGS. 5. THESE DRAWINGS DO NOT INCLUDE INFORMATION PERTAINING TO TEMPORARY SHORING AND BRACING OF NEW AND EXISTING BUILDING ELEMENTS, THE CONTRACTOR SHALL TEMPORARILY SHORE AND BRACE EXISTING BUILDING UNTIL ALI NEW STRUCTURAL ELEMENTS ARE INSTALLED AND SECURELY CONNECTED. 6. LOCATE AND PROTECT ALL EXISTING UTILITIES, BOTH ABOVE AND BELOW GROUND, PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES RESULTING FROM FAILURE TO PROPERLY LOCATE AND PROTECT ALL UTILITIES. FOUNDATION NOTES 1. ALL FOUNDATIONS SHALL BEAR DIRECTLY ON COMPACTED SUBGRADE PROVIDING A MINIMUM ALLOWABLE BEARING CAPACITY OF 3,000 PSF. 2. ALL EXCAVATION FOR FOUNDATIONS SHALL BE PERFORMED ON AN 'UNCLASSIFIED BASIS' IN THE PRESENCE OF A PROFESSIONAL ENGINEER QUALIFIED IN GEOTECHNICAL ENGINEERING TO ASCERTAIN THE ABILITY OF THE SOIL TO PROVIDE A MINIMUM 3,000 PSF BEARING CAPACITY. 3. FOUNDAT,,ON yFSIGN BASED ON RECOMMENDATIONS PROVIDED IN GEOTECHNICAL INVESTIGATION AT COMMERCE WAY LAKMARY SEMINOLE_ COUNTY FLORIDA, AS PREPARED BY ANDREYEV ENGINEERING, INC., REPORT NUMBS PGT-00-074, DATED 08 MAY 2000. CONCRETE NOTES ■ 01-1200-0279 Project Numoer ■ 1. DESIGN AND CONSTRUCTION SHALT_ CONFORM TO THE AMERICAN CONCRETE INSTITUTE (ACI) 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-99).' 2. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, INSERTS AND OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. EASTERN ISOTOPES, INC. CONDUITS OR PIPES SHALL NOT BE EMBEDDED IN FLOOR SLABS UNLESS SPECIFICALLY INDICATED ON THE CONTRACT DRAWINGS. CONDUITS, PIPES, ETC., TO BE CAST WITHIN THE CONCRETE VAULT SHALL BE ANCHORED TO PREVENT DISPLACMENT DURING CONCRETE PLACEMENT. 3. CONTINUOUS REINFORCING SHALL BE LAPPED AT SPLICES. LAP LENGTH SHALL BE NOT LESS THAN ACI CLASS B, UNLESS OTHERWISE NOTED. WELDING OF REINFORCEMENT IS NOT PERMITTED. ((�� 5AN FO RD FLO RI DA C I�/ C LOTRO N 4. AT SLOPED SURFACES, BEGIN PLACING CONCRETE AT LOWEST ELEVATION AND PLACE CONTINUOUSLY TO THE HIGHEST ELEVATION. 5. PRIOR TO PLACEMENT OF SLAB ON GRADE, GEOTECHNICAL ENGINEER SHALL REVIEW AND APPROVE THE I M COMMERCE WAY CONDITON OF THE SUBBASE. SANFORD, FLORIDA 32771 6. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF DEPRESSED SLAB AREAS. THICKEN SLAB BELOW DEPRESSION TO MAINTAIN TYPICAL SLAB THICKNESS. 7. STEEL REINFORCING BARS SHALL BE DEFORMED REINFORCEMENT CONFORMING TO ASTM A615, 'STANDARD SPECIFICATION FOR DEFORMED BILLET —STEEL BARS FOR CONCRETE REINFORCEMENT,' LATEST EDITION, GRADE 60. 8. THE CYCLOTRON VAULT FLOOR SHALL BE LEVEL AND SMOOTH. THE SLOPE TOLERANCE SHALL BE LESS THAN Project Name 1/16" PER FOOT AS REQUIRED BY THE MANUFACTURER. ® 9. CYLOTRON ANCHOR HARDWARE REQUIREMENTS SHALL BE SPECIFIED, FURNISHED AND INSTALLED BY THE MANUFACTURER/CONTRACTOR. i Signature JULY 5, 2001 ©Date ■ 1 /511= I 1-011 Scale CVJ ■ FOUNDATION PLAN Drawing Title ■ 52,001 Drawing Number ■ ■ #5@24" OC EPDXY 9" SLAB AND MIN INTO 1 AROUND PI I r MAT. CENT r EXIST SLAE 1 r SAWCUT, REMOVE & REPLACE EXIST. SLAE AS REQ'D, TYP. 1 SECTION S3.01 SCALE: 1 /2" = 1'-0" ACCESS FLOOR SYSTEM SEE ARCH EXIST CONC SEE PLAN OF REMOVA #4 BENT DI @ 18" OC. EPDXY INTC EXIST CONIC 6" EMBED HILTI HSE L EQUIVALENI APPROVED (2) #4 CON #4 BENT D( @ 18" OC 2'-6" 6" SUBBASE, I IF T EXIST CONC ELEV: SEE PLAN T/EW CONC ELEV: SEE PLAN 2 SECTION �11 SCALE: 3/4" = 1'-0" TEMPORARY ` SHORING ' I I\LlVlil ILJ, I I I Ili liL Y11 I I\l/VLV U I LIVVI\ rv1C`T n1 rl/` ^^I 1111A1 K-3 SECTION �-o SCALE: 3/4" = 1'-0" T/EXIST CONC EL EV: SEE PLAN T/NEW CONC ELEV: SEE PLAN SEE PLAN F^n nrlir (2) #5 CON #4@18" OC o�I 2 —E T EXIST CI ELEV: SEE T NEW C01 ELEV: SEE iMahNsamralm (--4 SECTION �-o SCALE: 3/4" = 1'-0" WALL REINFORCING SCHEDULE WALL THICKNESS REINFORCING UP TO 8" (1) LAYER — #6@12" OC EW UP TO 36" (2) LAYERS — #6@12" OC EW UP TO 56" (3) LAYERS — #6@12" OC EW UP TO 72" (4) LAYERS — #6@12" OC EW NOTES: 1. PROVIDE 2'-6" MIN LAP SPLICE FOR ALL #6 BARS, INCLUDING CORNER BARS, TYP UON 2. CENTER BARS IN ALL 8—INCH THICK WALLS AND SLABS, TYP (--5 SCHEDULE �-o SCALE: NONE NEW CONC SLAB SEE PLAN. EXTEND REINF 2'-6" INTO MAT AND DOWEL INTO EXIST SLAB (NOT SHOWN) SIMILAR TO SECT. 1/S3.01 TOP OF MAT ELEV: MATCH EXIST CONC FLR ■ L. RODERT KIMEALL � A550CIATf5 Architects and Engineers Inc. G 15 West Highland Avenue Ebensburg, Pa. 15931 (614) 472 - 7700 GMP DOCUMENT5 155UED 07/05/01 ■ 01-1200-0279 Project Number ■ EA5TERN 150TOPE5, INC. 5AN FORD FLORIDA CYCLOTRON 13G COMMERCE WAY 5ANFORD, FLORIDA 32771 Project Name ■ 5lgnature JULY 5, 2001 ©Date ■ 1 /511= 1 1-011 Scale CJ ■ Drarnng Title ■ FOUNDATION 5ECTION5 0 [i Drawing Number ■ 53001 0 ■ A AMPERE ABB ANIMATION BREAKOUT BOX A/C AIR CONDITIONING AC ALTERNATE CURRENT AF AMPERE FRAME WHEN USED WITH CIRCUIT BREAKER AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AIC AMPERE INTERRUPTING CAPACITY AMCS AUTOMATIC MONITORING & CONTROL SYSTEM AT AMPERE TRIP ATS AUTOMATIC TRANSFER SWITCH AUX AUXILLARY AWG AMERICAN WIRE GAUGE BC BARE COPPER BRKR BREAKER C CONDUIT CA CABLE CAB CABINET CKT CIRCUIT CO CONDUIT ONLY CUC COMMON USER CABLE CUTC COMMON USER TERMINAL CABINET COMM COMMUNICATION D DEEP DACS DIGITAL ANIMATION CONTROL SYSTEM DC DIRECT CURRENT ABBREVIATIONS DISC DISCONNECT KV DN DOWN KVA DPST DOUBLE POLE SINGLE THROW KW DPDT DOUBLE POLE DOUBLE THROW L EER ELECTRONIC EQUIPMENT ROOM LTG ELECT ELECTRICAL ELEV ELEVATION MA EMT ELECTRICAL METALLIC TUBING MBB EP EXPLOSION PROOF MCC EQUIP EQUIPMENT MCM EXIST EXISTING MECH EF EXHAUST FAN MIC F FUSE MIN FBO FURNISHED BY OWNER MISC FDR FEEDER MLO FLA FULL LOAD AMPERES MTD N/A GFI GROUND FAULT INTERRUPTING NC GRD GROUND NF NO H HIGH NTS HP HORSEPOWER NEMA HZ HERTZ OLS OC I/C INTERCOM NEC IG ISOLATED GROUND P IMC INTERMEDIATE METAL CONDUIT PB PNL JCT. BOX JUNCTION BOX PR PMS KILOVOLT KILOVOLT AMPERES KILOWATT LENGTH,LONG LIGHTING MILLIAMPERES MONITOR BREAKOUT BOX MOTOR CONTROL CENTER 1000 CIRCULAR MILLS MECHANICAL MICROPHONE MINIMUM MISCELLANEOUS MAIN LUGS ONLY MOUNTED NON -AUTOMATIC NORMALLY CLOSED NON -FUSED NORMALLY OPEN NOT TO SCALE NAT. ELECT. MANUF. ASSOC. OVERLOADS ON CENTER NATIONAL ELECTRICAL CODE POLE PULLBOX PANEL PAIR PROPERTY MANAGEMENT SYSTEM PVC POLYVINYL CHLORIDE PWR POWER POS POINT OF SALES REF REFERENCE RGS RIGID GALVANIZED STEEL RM ROOM RMS ROOT -MEAN -SQUARE RTU REMOTE TERMINAL UNIT RCPT RECEPTACLE SPKR SPEAKER SPST SINGLE POLE SINGLE THROW SR SOUND RACK SST STAINLESS STEEL ST SHUNT TRIP SW SWITCH SWBD SWITCHBOARD TEL TELEPHONE TWP TWISTED PAIR CABLE TTB TELEPHONE TERMINAL BOARD TYP TYPICAL V VOLT W WATT,WIRE,WIDE WP WEATHERPROOF 35,000 AIC - DISTRIBUTION PANELBOARD "MP" 277/480 VOLT-3 PHASE-4 WIRE 600 AMP MAIN LUGS ONLY CIRC. NO. SERVES CIRCUIT BREAKER CONNECTED LOAD DESIGN LOAD KILO -AMPERE FEET CONDUCTOR SIZE PERCENT DROP POLE AMPS HP KW 1. TRANFORMER T-100 3P 100A 56.8 KVA 49.6 KVA 1.552 #3 0.14% 2. CYCLOTRON PWR SUPPLY 3P 125A 70.0 KVA 70.0 KVA 4.128 ##2 0.30% 3. CYCLOTRON PWR SUPPLY 3P 125A 70.0 KVA 70.0 KVA 2.190 #2 0.16% 4. WATER CONDITIONER 2P 40A 15.4 KVA 15.4 KVA 1.540 #8 0.45% 5. WATER CONDITIONER 2P 40A 15.4 KVA 15.4 KVA 1.540 #8 0.45% 6. CHILLER FEEDER 3P 125A 98.5 KVA 65.7 KVA 4.743 #2 0.34% 7. AIR HANDLING UNIT No. 1 3P 30A 2 15 17.8 KVA 17.8 KVA 0.643 ##10 0.30% 8. AIR HANDLING UNIT No. 2 3P 50A 4 25 30.0 KVA 30.0 KVA 2.924 #8 0.85% 9. AIR HANDLING UNIT No. 3 3P 40A 1 /2 19 19.8 KVA 19.8 KVA 1.287 ##8 0.38% 10. CONDENSING UNIT FEEDER 3P 90A 47.3 KVA -0- 1.423 #3 0.13% 11. AIR COMPRESSOR 3P 15A 1 6.3 KVA 6.3 KVA 0.424 1 #12 1 0.32% NEC ARTICLE 220 DEMAND 447.3 KVA 360.0 KVA DESIGN LOAD - PHASE ANALYSIS: PHASE "A" - 119.4 KVA PHASE "B" - 120.6 KVA PHASE "C" - 120.0 KVA NOTE: PANEL "PC" IS LOCKED OUT DURING TRANSFER TO THE ALTERNATE POWER SOURCE. DESIGN LOAD FOR ALTERNATE POWER SOURCE: PHASE "A" - 107.4 KVA PHASE "B" - 120.6 KVA PHASE "C" - 108.0 KVA 288 KW/360 KVA DESIGN REQUIREMENT UNBALANCED LOAD PANEL. "PA" 10,000 A.I.C. 120/208 VOLT AC, 30, 4 WIRE 125 AMP M.L.O. SURFACE MOUNTED CKT BRKR VA / PHASE CKT CKT VA / PHASE CKT BRKR EQUIPMENT SERVED NO. N0. EQUIPMENT SERVED TRIP POLE A B C A B C POLE TRIP LIGHTING 20A 1P 1400 > „" 1 2 1012 ,,. .," 1P 20A LIGHTING ." ,,;" , LIGHTING 20A 1P,� 1400 3 4 %'%:, 906 1P 20A LIGHTING LIGHTING 20A 1P ;; 1335 5 6 !%'% 1165 1P 20A LIGHTING ;i ;,�„ LIGHTING 20A 1 P 800 7 8 540 >;» ri, 1 P 20A RECEPTACLES -.::<. ,,.; , ::><:: ,.:.:::", ,,,> RECEPTACLES 20A 1P 360 ''!!% 9 10 540i/;-.:- 1P 20A RECEPTACLES , , .' ,,,/, RECEPTACLES 20A 1 P °� �' ' ' ' 900 11 12 � %�%�% 540 1P 20A RECEPTACLES .: ;;, , / , ,.' » RECEPTACLES 20A 1P 540 13 14 540;» 1P 20A RECEPTACLES RECEPTACLES 20A 1P i! 540 15 16 %%/!� 360/,,; 1P 20A RECEPTACLES ;, ;;,�i� RECEPTACLES 20A 1P 360 17 18;. .,„ 360 1P 20A RECEPTACLES „:... , ./// ; RECEPTACLES 20A 1 P 360 '�all �, ��;: 19 20 360 �'i/ !'' 1P 20A RECEPTACLES ,��, �,�,,, RECEPTACLES 20A 1P MEN 720;„,; 21 22 rj�.,. 540 1P 20A RECEPTACLES ;! RECEPTACLES 20A 1P ///,///�; 1080 23 24 %/ - 1P 20A SPARE 0MMS j<'% j;; , SPARE 20A 1 P - %%/./,%%%%/ 25 26 - %,;%,�;/jj 1 P 20A SPARE SPARE 20A 1P %i''% -%` 27 28 - 1P 20A SPARE ./%/`>' %.,j SPARE 20A 1P 29 30 1P 20A SPARE SPACE ONLY 20A 1P %/ /, %; / 31 320 1P 20A SPACE ONLY . ,//� 1EMN SPACE ONLY 20A 1P Mi %% 33 34 1P 20A SPACE ONLY SPACE ONLY 20A 1P ' j - 35 36 !% - 1P 20A SPACE ONLY ;' SPACE ONLY 20A 1 P - !, ,,. ;;% 37 38 - % %. ; <>:% 1 P 20A SPACE ONLY ,, •: ,,, g� : ,,,,, ,;<;..:., SPACE ONLY 20A 1P ' - /, 39 40 ;! - 1P 20A SPACE ONLY / , SPACE ONLY 20A 1P 7�% �% - 41 42 "%% j ' - 1P 20A SPACE ONLY , A B C TOTAL CONNECTED VOLT AMPS 1 5,552 1 5,366 1 5,740 NEC ARTICLE 220 DEMAND LOAD = TOTAL CONNECTED 16.6 KVA 18.6 KVA 52 AMPS UNBALANCED LOAD PHASE A/B PHASE B/C ELECTRICAL PIPE & CABLES EMT CONDUIT - CPVC - PVC - STEEL PRO -SET SYSTEMS CATALOG DRAWING NUMBERS -TOP LINE U.L. SYSTEMS NUMBERS -BOTTOM LINE .......... ... . TYPE OF FIRE RATED TYPE OF ELECTRICAL : CONCRETE CONCRETE ON CONCRETE ON PENETRATION-'-*'""'-' ON WOOD TUNNEL OR CORRUGATED FORMS PAN FORMS METAL DECK CONSTRUCTION.; PRECAST OR EXISTING CONCRETE FLOOR, CEILING ASSEMBLIES GYPSUM WALLS CABLES A-1003-A A-1003-B A-1003-C A-1003-D A-1005-E A-1005-F C-AJ-2039 C-AJ-2039 C-A,J-2039 C-AJ-2039 C-AJ-2039 W-L-1038 CPVC A-1001-A A-1001-B A-1001-C A-1001-D A-1005-E A-1005-F C-AJ-2039 C-AJ-2039 C-AJ-2039 C-AJ-2039 C-AJ-2039 W-L-1038 EMT CONDUIT A-1000-A A-1000-B A-1000-C A-1000-D A-1005-E A-1005-F C-AJ-2039 C-AJ-2039 C-AJ-2039 C-AJ-2039 C-AJ-2039 W-L-1038 PVC A-1001-A A-1001-B A-1001-C A-1001-D A-1005-E A-1005-F C-AJ-2039 C-AJ-2039 C-AJ-2039 C-AJ-2039 C-AJ-2039 W-L-1038 STEEL A-1000-A A-1000-B A-1000-C A-1000-D A-1005-E A-1005-F C-AJ-1106 C-AJ-1106 C-AJ-2039 C-AJ-1106 C-AJ-1106 W-L-1038 FIRE PENETRATION SCHEDULE NOT TO SCALE F=j4%, a L. " P EB" SURFACE MOUNTED 10,000 A.I.C. 120/208 VOLT AC, 30, 4 WIRE 225 AMP MAIN CIRCUIT BREAKER CKT BRKR VA / PHASE CKT CKT VA / PHASE CKT BRKR EQUIPMENT SERVED NO. N0. EQUIPMENT SERVED TRIP POLE A B C A B C POLE TRIP VAULT No. 1 RECEPT 20A 1P 360 1 2 360 1P 20A VAULT No. 2 RECEPT //::� , VAULT No. 1 RECEPT 20A 1P 360 3 4 360 1P 20A VAULT No. 2 RECEPT ,! ;! ,.,.,. VAULT No. 1 RECEPT 20A 1P %%j ISO 360 5 6 ///jj,,, ;,, 360 1P 20A VAULT No. 2 RECEPT ,,M„ VAULT No. 1 RECEPT 20A 1P 360 /.;,�. 7 8 360 1P 20A VAULT No. 2 RECEPT ;::::.� ,��/ ,,��%.:,,, ., ,, �., �„�„� TECH RM RECEPT 20A 1P i% 600y 9 10 600 %%% 1P 20A SYNTHESIS LAB , TECH RM RECEPT 20A 1P '' % ;, 600 11 12 '';l , > >; 600 1P 20A SYNTHESIS LAB PWR SUPPLY RECEPT 20A 1P 720 %j% 13 14 600 ", 1P 20A SYNTHESIS , LAB PWR SUPPLY RECEPT 20A 1P 720 /„ 15 16 jj 600 1P 20A SYNTHESIS ,.,, , % LAB PWR SUPPLY RECEPT 20A 1P :> 720 17 18 600 1P 20A SYNTHESIS LAB . ;; ,, PWR SUPPLY RECEPT 20A 1P 720 !,,< 19 20 250 1 P 20A ; ,j; : j//,: AIR DRYER EF-3 20A 1 P /i% 15' 864 21 22 1500 1P 20A WTR H TR ;;: ,, EF-1 20A 1P '' 696 //,, 23 24 ;. "' 'i' 840 1P 2oA .. ...... , , MAINT RECEPT EF-2 20A 1P 528 II<.. % 25 26 i 1 P 20A SPARE //%%,:.... SPARE 20A 1P �' - �i, i 27 28 �»:: WTR H TR „ice SPARE 20A 1 P il ...,. 29 30 ,. :......: / 12000 PANEL PC SPARE 20A _' 1P<;;,//, ;;<i 31 32 12000 -i% ,.: 200A SPARE 20A 1 P jj„% - ' :; 33 34 1 P 20A SPARE ... SPARE 20A 1 P ';% ; - 35 36 ;' ''' '„ - 1 P 20A SPARE SPACE ONLY 20A 1P��j,,/,� 37 38 5552 3P ,,I; 10OA PANEL PA " SPACE ONLY 20A 1P �� ,' - '�' ;�j 39 40 5366 SPACE ONLY 20A 1P % 41 42 �� "'' 5740 8.0 A B C 47 AMPS TOTAL CONNECTED VOLT AMPS 1 21,810 12,470 22,516 NEC ARTICLE 220 DEMAND LOAD = TOTAL CONNECTED 56.8 KVA 187 AMPS UNBALANCED LOAD 49.6 KVA 164 AMPS UNBALANCED LOAD ELECTRICAL LEGEND A 0 FLUORESCENT LIGHTING FIXTURE (SEE FIXTURE SCHEDULE) A ® INCANDESCENT/PL/HID LIGHTING FIXTURE (CEILING RECESSED) SEE FIXT. SCHEDULE A a I(WALLDBRACKET) LSEEDFIXTH SICHEDULE RE ® FLUORESCENT LIGHTING FIXTURE ON EMERGENCY CIRCUIT. ® EXIT ID IQUADRANDT INDICATESLLI AFACE SHOWN I-6-I FLUORESCENT STRIP LIGHTING (SEE FIXTURE SCHEDULE) GRD. TYPE DUPLEX RECEPT. 120V - 20A GRD. TYPE QUAD RECEPT. 120V - 20A DUPLEX RECEPT. 120V - 20A (MTD. ABOVE COUNTER OR HEIGHT AS NOTED) ® DUPLEX RECEPT. (FLOOR MTD.) DUPLEX RECEPT. - CLEAN POWER QUADPLEX RECEPT. - CLEAN POWER TELEVISION OUTLET RECEPTACLE. MOUNT 12" BELOW FINISHED CEILING OR AT HEIGHT NOTED. ® 250V SPECIAL PURPOSE OUTLET 50 A. (SUFFIX INDICATES AMPS) .10❑ JUNCTION OR PULL BOX S S.P.S.T. SWITCH S3 THREE WAY SWITCH S4 FOUR WAY SWITCH SM MANUAL MOTOR STARTER SC SPDT MOMENTARY CONTACT SWITCH -CENTER "OFF" SK SPST SWITCH - KEY OPERATED SSP FAN SPEED CONTROL SWITCH ST 0-3 HOUR TIMED OVERRIDE SWITCH ❑� DIMMER UNIT - RATING AS SHOWN HASH MARKS INDICATE NUMBER OF #10 CONDUCTORS SHORT HASH MARKS INDICATES HOT' OR 'SWITCHED' LEGS. LONG MARK INDICATES 'NEUTRAL'. NO HASH MARKS INDICATE 1 HOT, 1 NEUTRAL AND 1 GND. ALL CONDUCTORS ARE #12 UNLESS OTHERWISE NOTED. FLAGGED HASH MARK INDICATES ISOLATED GROUND CONDUCTOR. EXISTING RACEWAY SYSTEM o- CONDUIT TURNED UP TOWARD OBSERVER CONDUIT TURNED AWAY FROM OBSERVER 2 CIRCUITS- HOMERUN TO PANEL NOTED 10 MOTOR 30 DISCONNECT SWITCH, SIZE NOTED NF "NF" - INDICATES NON -FUSED 120/208 VOLT PANELBOARD 'ice 277/480 VOLT PANELBOARD -� DISTRIBUTION PANELBOARD a,b,c SWITCHING SEQUENCE V_; MAGNETIC MOTOR STARTER BY DIVISI ON 15. TTB TELEPHONE/DATA CIRCUIT TERMINAL BOARD 01 GENERAL NOTE 2OGB18 ® WIREMOLD-CATALOG NUMBER AS INDICATED ® F/A MANUAL BREAKGLASS STATION F/A COMBINATION HORN/STROBE UNIT "V" - INDICATES VISUAL DEVICE ONLY S G MOUNTED SMOK E DETECT OR R CEILING s DUCT MOUNTED SMOKE DETECTOR -POINT ADDRESSABLE 0 FIRE ALARM MAGNETIC DOOR HOLDER ® FIRE ALARM A/C CONTROL RELAY NO FIRE ALARM RATE OF RISE HEAT DETECTOR GRANT ENGINEERING, INC. CONSULTING ENGINEERS \ 283 N. NORTH LAKE BLVD - SUITE 111 rn 1 ALTAMONTE SPRINGS, FLORIDA 32701 / TEL: (407) 629-2277 / FAX: (407) 629-2253 EMAIL ADDRESS: GRANTENGGCAOL.COM P.E. No. 20900 - EB-0002977 L. RODERT KIM13ALL * ASSOCIATES Arch1tect5 and Engineers Inc. G 15 West Highland Avenue I Ebensburg, Pa, 15931 (514) 472 - 7700 ■ ■ 01-1200-0279 Project Number ■ EASTERN 150TOPE5, INC, 5AN FORD FLORIDA CYCLOTRON 13G COMMERCE WAY 5ANFOKD, FLORIDA 32771 Project Name ■ Signature ■ JULY 9, 200 ©Date ■ A5 5HOWN Scale ■ Drawing Title ■ ELECTRICAL COVER 5MEET E I .00 a Drawing Number ■ ■ I PAD MOUNTED TRANSFORMERS BY FLORIDA POWER & LIGHT. THIS CONTRACTOR TO PROVIDE PAD PER FP&L SPECIFICATIONS. CONTRACTOR TO PROVIDE SECONDARY LUGS AND MAKE SECONDARY CONNECTIONS PER FP&L SPECIFICATIONS. FLORIDA POWER & LIGHT PAD MOUNTED TRANSFORMER. FP&L TO PROVIDE PAD, SECONDARY LUGS AND MAKE FINAL SECONDARY CONNECTIONS TO CONTRACTOR PROVIDED CONDUCTORS. AVAILABLE FAULT CURRENT 24,060 AMPS M "K„ BASE METER4 BONDING JUMPER #2/0 COPPER GROUND TO WTR SERVICE #1 /0 COPPER PROVIDE AUX GROUND RODS TO AUGEMENT SERVICE GROUND. MAX RESISTANCE SHALL NOT EXCEED 25 OHMS. #4 COPPER 0 z 00 � U to o M� U 0 0 = L U :4kw �z "S. E." LISTED 35 KAIC NEUTRAL BUS GRD BUS #1 /0 GROUND BUS WALL MOUNTED BOND COOLING WATER SYSTEMS PIPING TO THE SERVICE GROUND IN COMPLAINCE WITH NEC ARTICLE 250. UNDERGROUND SECONDARY ELECTRICAL SERVICE: (4) # 350kCM IN EACH OF TWO 3" CONDUITS. PRIMARY UNDERGROUND ELECTRICAL SERVICE: (2) 5 SCHEDULE 80 UNDERGROUND CONDUIT SHALL BE INSTALLED BY FLORIDA POWER & LIGHT TO DROP POLE LOCATED ON THE SITE. RUN MINIMUM OF 36" BELOW 0 FINISHED GRADE. 2P-200A ELECTRICALLY EXISTING HELD CONTACTOR (N.C.) PANEL RUN CONTROL CIRCUIT TO "PC" AUXIALLARY CONTACTS ON THE EMERGENCY GENERATOR 200A (ALTERNATE POWER SOURCE.) THE CONTACTOR M.L.O. :..................................._. SHALL OPEN WHEN GENERATOR 10,000 AIC TRANSFERS TO THE EMERGENCY POWER SOURCE. AVAILABLE FAULT CURRENT 21,654 AMPS NEMA-3R 800AF 600AT AT CONTRACTOR'S OPTION: A 600 AMP FUSED DISCONNECT SWITCH MAY BE UTILIZED IN LIEU OF CIRCUIT BREAKER AS INDICATED. TVSS SURGE SUPPRESSION: INTERMATIC PG-2500 U.L. BUS CLAMPS/INTERNALLY FUSED TVSS SURGE SUPPRESSION: INTERMATIC PG-2500 U.L. BUS CLAMPS/INTERNALLY FUSED FLORIDA POWER & LIGHT CORPORATION: MR. BOB McCORMICK - ENGINEERING GROUP (407) 328-1938 WEATHER CONTROL TERMINALS ENCLOSURE FACTORY PAINTED (3) #350kCM & #1 GRD I 30OKW - 360 KVA I IN EACH OF TWO 3" CONDUITS I DIESEL GENERATOR I I 480/277 VOLT I 30, WYE CONNECTED I i1 3P-600A STANDBY POWER -DUTY RATING I I MANUAL TRANSFER SWITCH I I I I 600 AMP/48OV/30 1 3-POLE 1 I I I I I I I SYSTEM I MONITOR BOND GROUND ��V I 3 #12, 1#12 GRD, 3/4"C 1 APPROVED ALTERNATE STANDBY SOURCE TO EQUIPMENT FRAME I 1 I FOR BATTERY CHARGER L-----------------------------------------------------------� TS 1 GENERATOR INFORMATION: 1 I 2 #6, 1 #8 GRD, I 1"C FROM PANEL I ISL I 35,000 AMP EMERGENCY GENERATOR COMPLETE W/ PB' I I MINIMUM BUS WEATHER PROTECTIVE ENCLOSURE I BRACING (PAINTED BEIGE), MANUAL CIRCUIT (2) 4000W I I BREAKERS AS SHOWN, CRITICAL BLOCK HEATERS I NEMA-1 I SILENCING MUFFLER, AND BATTERY L- - - - - - - - - - - - - - - - - - - - - J CHARGER. vi 0 z ry0 c� 0 U o o = n U na w d z AVAILABLE FAULTCURRENT AMPS T DISTRIBUTION PANELBOARD "MP" 35,000 A.I.C. 2771480V - THREE PHASE - FOUR WIRE: 600 AMP. MAIN LUGS ONLY / NEUTRAL BUS 100% RATED A/B B/C 2P 2P 100AF 150AF 150AF 100AT EMERG 125AT EMERG 125AT ® ® 50AF 50AF 150AF 50AF 50AF 50AF 100AF 50AF P.B. SHUNT P•B SHUNT 40AT 40AT 125AT 30AT 50AT 40AT 90AT 15AT TRIP TRIP M v Z SERVICE ENTRANCE AND METER SHALL BE IN COMPLIANCE WITH FLORIDA POWER & LIGHT SPECIFICATIONS. T 100 PB-30(321 75 kVA (3) # 3/0 & #6 GRD 1150 RISE IN 2" CONDUIT PB-38(40.42) (4) #4/0 & #4 GRD 3P-100A IN 2-1/2" CONDUIT AVAILABLE )1-1/4" CONDUIT FAULT1CURRENT 4 000 AMPS IN WATER PIPE & STRUCTURE PANEL PANEL #4 BSD = "PA" "PB" AVAILABLE FAULT CURRENT FOUNDATION 5,300 AMPS ELECTRODE 125A 225A M.L.O. MAIN BRKR 10,000 AIC 10,000 AIC TVSS L-L SURGE SUPPRESSION: N-G INTERMATIC PG-2000 U.L. BUS CLAMPS/INTERNALLY FUSED �o �o 0E-�F- O (0j U U 0 Z O Z Z O Z O Z N 0 \ \ 0'. CO CO N CO 00 N I I \ \ ;Tk Z d� Z N Z N Z M Z M Z Z M Z 0 z 0 z 0 0 60 � � 30 60[!p 60 � � 30 NF , NF , d- NF , NF , NF , � It 12 cV IN, jE EE 8 Q Q 0_ 00 00 r(i Y y YLO (0 [� (0 o ao 00 0o w w �e oIS Q;-s o U� U 00 F O O O En Wis O N t� (O cD Of\ 0g o� I\ I\ I> a0 O\ O\ 00 00 00 00 UCDD U(0D Q� QdTZ � Q� U0 a > o It 0 �� 3� 3 � NEMA-3R WIREWAY NEMA-3R WIREWAY #6 #6 #6 #10 #8 #10 100 Di 100 100 3Q 6Q 30 80 80 80 30 50 30 ELECTRICAL RISER DIAGRAM NOT TO SCALE L. R013ERT KIM5ALL # ASSOCIATES Arch1tect5 and Engneer5 Inc. 61 5 West Highland Avenue Ebensburg, Pa. 15931 (614) 472 - 7700 ■ 2 ■ 01-1200-0279 Project Number ■ i. EA5TERN 150TOPE5, INC. SANFORD FLORIDA CYCLOTRON 13G COMMERCE WAY 5ANFORD, FLORIDA 32771 Project Name ■ I I Signature IC' 71 IC' 71 IC' 71 IC' 71 IC' 71 IC' 71 le N v- N v--Nv- y v--Nv--N JULY 9, 2001 (Q LQ Q Q Q Q ©Date L U U U Mp Mp Mp AS SHOWN 00� �� OM !Z' (D W (D M (D N J\ J\ -J\ N w (D N (D 2000 =00=�l 0 2c0o >O NO �> Ud Ud Ud D00 D00 Z)00 d- NOTE - CHILLER CIRCUIT: ELECTRICAL (2) CHILLERS OPERATE R15ER DIAGRAM SIMULTANEOUSLY. (1) GRANT ENGINEERING, INC. CHILLER IS BACKUP. FEEDER CIRCUIT SIZED IN ACCORDANCE CONSULTING ENGINEERS DrawmgTitle WITH NEC ARTICLE 220-21. 283 N. NORTH LAKE BLVD — SUITE 111 ALTAMONTE SPRINGS, FLORIDA 32701 ; TEL: (407) 629-2277 / FAX: (407) 629-2253 EMAIL ADDRESS: GRANTENGG®AOL.COM P.E. No. 20900 — EB-0002977 Drawing Number E 2 000 ■ EXISTING COBRA HEAD REMAIN. RECONNECT NEW POWER SOURCE. STEEL JOIST 1/2" FLEXIBL CONDUIT 4F MIN.) TO 6F MAX.) LONG ......... ... 1 '6 I ............. ,.a f T. r. JUNCTION BOX SECURE TO STEEL JOIST "—CONDUIT RECESSED � \-SUSPENDED LIGHTING CEILING FIXTURE TYPICAL FIXTURE WIRING DETAIL NOT TO SCALE NOTE: LIGHTING FIXTURE CIRCUITING IS SHOWN SCHEMATICALLY ON THE DRAWINGS FOR CLARITY. ALL RECESSED FIXTURES SHALL BE WIRED FROM A JUNCTION BOX AS SHOWN ABOVE, INCLUDING FIXTURES SHOWN IN CONTINUOUS ROWS, NO WIRING THRU FIXTURES. AT CONTRACTORS OPTION, SEVERAL FIXTURES, NOT TO EXCEED FOUR (4), MAY BE WIRED TO A COMMON JUNCTION BOX. EXISTING COBRA HEAD IS TO REMAIN. RECONNECT TO THE NEW POWER SOURCE. ELECTRICAL FLOOR PLAN - LIGHTING SCALE: 1 /8" = V-0" EMERGENCY & NIGHT LIGHT WIRING REQUIREMENTS: UL 924 LISTED, NFPA 70 AND 101, NEC AND OSHA ILLUMINATION STANDARD 90 MINUTE OPERATION — NICKEL CADMIUM BATTERY 600 LUMENS FOR T8 LAMPS EM EMERGENCY LIGHTING: 600 LUMENS FLUORESCENT FIXTURE WITH EMERGENCY BATTERY PACK. EM NL UNIT WIRED FOR NORMAL & EMERGENCY OPERATION. WIRE LAMPS TO SWITCHED CIRCUIT AND BATTERY PACK AND SENSOR TO UNSWITCHED CIRCUIT. EMERGENCY — NIGHT LIGHT: 600 LUMENS FLUORESCENT FIXTURE WITH EMERGENCY BATTERY PACK. UNIT WIRED FOR NORMAL —EMERGENCY & NIGHT LIGHT OPERATION. WIRE LAMPS — BATTERY PACK AND SENSOR TO UNSWITCHED CIRCUIT. NOTE: THE ALTERNATE SOURCE GENERATOR IS UTILIZED FOR OPTIONAL STANDBY SYSTEMS AS PERMITTED BY NEC ARTICLE 702. ALL EMERGENCY EGRESS AND EXIT LIGHTING IS PROVIDED BY EMERGENCY BATTERY PACKS AS HEREIN INDICATED. THE GENERATOR SYSTEM IS NOT AN NEC ARTICLE 700 EMERGENCY SOURCE. D CYCLOTRON GRANT RENGINEERING, INC. LIGHTING FIXTURE SCHEDULE FLTR.IXT. MANUFACTURER CATALOG NO. MPS VOLTAGE FINISH MOUNTING REMARKS QTY TYPE WATTS A LITHONIA 2PM3NGB/33218LS/120 3 F032/735 32W 120V SPECULAR RECESSED 2x4 3/L PARABOLIC TROFFER B LITHONIA 2PM3NGB/3179LS/120 3 F017/735 17W 120V SPECULAR RECESSED 2x2 3/L PARABOLIC TROFFER C PHOENIX VP00-21210 1 A19 100W 120V STD WALL BRKT VAPOR LIGHT — GLOBE/GUARD — 84" AFF D LITHONIA DM-232AR/120GEB 2 F032/735 32W 120V WHITE SURFACE 1x4 2/LAMP SURFACE MOUNTED DMR EM LITHONIA PS600-2T8 120/277 600 LUMEN POWER PACK-2 LAMPS BATTERY PACK EB LITHONIA ELM 8 2 HALOGEN 120/277 WHITE WALL BRKT EMERGENCY BATTERY PACK — WALL MOUNTED X-1 LITHONIA LHQM—SW1 R/120HO LED 120/277 WHITE WALL BRKT SINGLE FACE EXIT LIGHT W/BATTERY PACK —ARROWS AS NOTED X-2 LITHONIA LQM—SW1R/120/ELN LED 120/277 WHITE WALL BRKT SINGLE FACE EXIT LIGHT — ARROWS AS NOTED X-3 LITHONIA LQM—SW2R/120/ELN LED 120/2771 WHITE SURFACE DOUBLE FACE EXIT LIGHT — ARROWS AS NOTED GRANT ENGINEERING, INC. CONSULTING ENGINEERS 283 N. NORTH LAKE BLVD — SUITE 111 ALTAMONTE SPRINGS, FLORIDA 32701 Q\ TEL: (407) 629-2277 / FAX: (407) 629-2253 EMAIL ADDRESS: GRANTENGG®AOL.COM P.E. No. 20900 — EB-0002977 L. ROBERT KIM13ALL # ASSOCIATES Archltect5 and Englnee1`5 Inc. 615 West highland Avenue Ebensburg, Pa. 15931 (614) 472 - 7700 ■ ■ 01-1200-0279 Project Number ■ EA5TERN 150TOPE5, INC. SANFORD FLORIDA CYCLOTRON 36 COMMERCE WAY 5ANFORD, FLORIDA 32771 Project Name ■ Signature ■ ©Dace JULY 9, 2001 ■ AS 5NOWN Scale ■ Drawing Title ■ ELECTRICAL LIGHTING PLAN E3,0 00 rs Drawing Number ■ E I POWER CABINET: 70kVA PARTIAL„ 0 T SEE- P`A'RELECT RICAL T111CAL MAINT 48OV/60/30 ROOM AN -THIS ;DWG RECEPTACLE WATER CONDITIONER: 32A Ulsm MP-3 �il PANEL 4BOV/60/10 GF1 PB-13,15 #2 3P-125A 10 WIP GFI PB_9 — - -------- - --- - - _4 - ------ - - ....... ......... . ... ............ _TF ----- - .. . PB- 15 :� .... ...... .. . ..... . . ......... G ' 'FI 13 - - --------- 15 .... ...... .... . ...... ...... ............. . .......... ..... . ........................ . . . . 10 ................ ........ ........ 10- ............ �` ........... ...... . ....... -5i, Vlllim,, o u GFI 15 1 . ...... 'PB %Lma,�_n PANEL 13 12,14 PANEL "PA" „WALL Will w/g,'m 30 . . . . . . . . . . . . . . . . . . . . . . . . .............. i ........... ............ pp, I kj/k 2 PA-8,10; WATER CONDITIONER: 32A RU 10 12 14 WER CAB 7,OkVA 48OV/60/10 GFI 1 60 30 # 1-:1- !, /I / - 17,19 ,480� I PB MAINT WP TO MP-4 PB-16,18 119 -WALL RECEPT-__/11 2P-50A MP-2 PB-10,12,14 PA-16,18 11 GF1 #2 1 HE #8 R7, 115' C 3P-1, 16 181 18 _N... 20 -20 PB-11 /EMERG, PA _NF ............... E.E.- A 23 _M E�-_5 8 20 r 13 ... .. ................... 17 ........................ .... ;N PB-23 T #3 ;SEE ARCHITECTURAL DRAWINGS PB-1,3 15 2� :FOR UNDERGROUND POWER & 23 CONTROL CONDUITS FROM 23 -k 8.0-prilY., T 0 VAULT .f?'� ------- - - - - - - ... . ....... jpow� ........................ JRE�CHES. PA-16,18 1- 1 .............. ... . .......................... .................................................. OA 0 E Is:rPB-� . . ................. 2� It .......... . .... .... ... ...... . . . ......................... 13 GF -,GFI PA-22 ............. "V PA-13,15 GF1 13 PA-17,19,21 .............. vip 22 ............ .............. ; ............. ............... P B-5, 7 M 1E ERG P.B. ........... �1. . ........... 15 PB-2,4 PBS 6,8 EMER ... ...... P.B............... . . .B. ............ ........... NOTE: SURFACE MOUNTED 11'106�,f;/ K*� 1>44 CONDUIT; M, AY BE UTILIZED! WITHIN 22 --THE VAULTS .......... .......................................................... .... .......... ................ ..... ... .... ................................. 9 .......................................................... .......... . ......... ............ ..................................... ............ .................... . . ...... .... ...... ............... I 15 21 V__ `I .......................... - 11 PA-9,11; SECONDARY ELECTRICAL SERVICE ENTRANCE: (4) #350kCM IN EACH OF TWO Y CONDUITS //—RUN MINIMUM 24" BELOW FINISHED GRADE. ........................................- .......................... ..................... ...................... .... .. . ....... FP&L PAD MOUNTED --- OPTIONAL STANDBY SYSTEM GENERATOR SET "K-BASE" METER PER TRANSFORMER. NEC ARTICLE 702 FLA PWR LT SPECIFICATIONS. SEE ELECTRICAL RISER DIAGRAM 30OKW - 360KVA MAIN IN CIRCUIT BREAKER: 480 3P 600 AMP MAINTAIN CLEARANCES IN PANEL 'IMP" COMPLIANCE W/ MANUFACTURER'S 600A M.L.O. RECOMMENDATIONS. 0 @ ALTERNATE POWER SOURCE: (4) #350kCM & #1 GRD IN EACH OF TWO 3" CONDUITS ............ ....... . ............ MANUAL TRANSFER SWI TCH 3P-600A PANEL "PA" 125A M.L.O. PANEL " PB 225A MAIN BRKR EXISTING TEL TERMINAL BOARD TO REMAIN .............................. . . ......... . . . ....... - - - — — ------------------- .............. . ... ----------- EXISTING P% NEL "Pc"J 11 TO REMAIN!ff � 200A M.L. "G.E.11 LOAD CENTER WALLJ; 23 J 1 7 23 GE) EXISTING LIGHTING, 7 ---------- AIR CONDITIONING & POWER I ij BRANCH CIRCUITS IN THIS AREA TO REMAIN TELEPHONE OUTLETS: THIS CONTRACTOR SHALL STUB 3/4" E.C. ABOVE CEILING FOR FUTURE EXTENSION BY OWNER TO THE EXISTING TELEPHONE TERMINAL BOARD. TYPICAL FOR ALL AS NOTED. ELECTRICAL FLOOR PLAN POWER SCALE: 1/8" = 1'-0" M CU-3: 21.0 MCA 48OV/60/30 M CU-2: 31.7 MCA 0 48OV/60/3p CU-1: 22.8 MCA 48OV/60/30 (3) TOTAL 1 OOA F_ --I - - - - - FUSED AT 80A KA #8 I K A I K 71 DISC SWITCHES `�___J60 _J ON NEMA-3R DIST PANEL 'IMP" 30 50 30 WIREWAY 37�060 #10 #10 ................ .............. . ..... ............ ........... .......... ............. .. . ....................... . ..................... ........... .......................... ............ ............ NEMA-3R WIREWAY .............. r : ..................................... ......... ........................... V ...... ..... ......................... . .............. .... . PB-23 DP-10 'rip- 3P-125A _3 P PANEL "PB" 3P-90A PANEL "PA" WATER HEATER: 1.5KW B-24 -25 NPB P ^22 120V-10 MOUNT .. ............ . .................... ............. . ............. .. ....... ................ .............. P" .......... _J RECEPT BELOW MILLWORK EF- 4 P ......... . N, y, d, 1 u F !$scot 120V-1 1 .................... 1 0 ............. %I , -2: 1/6HP _f _2 30 EF #6 CYCLOTRON CHILLER: 39.5A I I I MP-11 NF 120V-10 480V/60/30 ...... I 3P-15A L ......... #10 (3) TOTAL - ONE STANDBY L - - - J -1; L _J 3P-30A 480V/60/30 NEC ARTICLE 220-21 ................ .................... .................... ........ ................. ......... ........... ........ ................... ............................................. ........... #6 .............. ........................... .............. I ENMINOF VFNJV1F_1A I — I UV 7 HOUSEKEEPING PAD BY GENERAL CONTRACTOR ................ .......... ........ ... ............. . ..... ........ PARTIAL PLAN ELECTRICAL ROOM SCALE: 1/4" = 1'-0" L. RO15ERT KI M BALL � A550C I ATE5 Architects and Engineers, Inc. 615 West h9hland Avenue Ebens,burq, Fa. 1593 1 (614) 472 - 7700 ■ ■ 01-1200-0279 Project Number ■ EA5TEP\N 150TOPE5, INC, 5ANfOP\D FLORIDA CYCLOTRON AIR COMP: 5HP AHU1: 17.8 K VA cot OV/60/30 48OV/60/30 od-2"0 48 60 ...... 136 COMMERCE WAY 14 K 71 NF J 8;: 5r- AIR DRYER MP-9, 12 5ANfOKI), fLOF\I[)A 32771 3P-40A #6 ........... .......... .............. ...... ................................ ........ .......... ............... ...................... . ............................ . .. ......... 1 11" .......... .............. WATER HEATER: 1.5KW y, PB-28 120V-10 MOUNT 71 I U, RECEPT BELOW MILLWORK - ............... % L - - . J K 71 q'i Project Name 6 0 oll TYPE "Coo FIXTURE, SWITCH & I#8 MAINTENANCE RECEPTACLE LOCAT D MP-8 J #8 1 3P-50A ABOVE CEILING AT AHU. (TYPICAL FOR 3 UNITS) ........... ............ .................... - ................ - - ------------- AHU-3: 30.0 KVA ....................... 480V/60/30 ....... . . --------- - - -- f- COORDINATION WITH MECHANICAL CONTRACTOR: - - HACR RATED CIRCUIT BREAKERS: ....... .............. OVERCURRENT PROTECTION FOR ALL HVAC fl EQUIPMENT SHALL BE WITH FUSES OR HACR RATED CIRCUIT BREAKERS. THIS CONTACTOR 51qrature WILL COORDINATE WITH MECHANICAL CONTRACTORS ■ PB-21 SHOP DRAWINGS FOR REQUIRED TYPES OF DEVICES. JULY 9, 2001 MECHANICAL EQUIPMENT NAMEPLATE RATINGS: EF THIS CONTRACTOR SHALL CONFIRM WITH MECHANICAL CONTRACTORS SHOP DRAWINGS FOR PROPER MAXIMUM A55HOWN \\-EF-3: 1/3HP OVERCURRENT PROTECTION FOR EQUIPMENT BEING sale 120V-10 INSTALLED PRIOR TO THE PURCHASE AND INSTALLATION 0 OF OVERCURRENT PROTECTIVE DEVICES. MECHANICAL POWER PLAN ELECTRICAL SCALE: 1/8" = 1'-0" GRANT ENGINEERING, INC. POWER PLAN CONSULTING ENGINEERS Drawirig Title ■ 283 N. NORTH LAKE BLVD — SUITE 111 ALTAMONTE SPRINGS, FLORIDA 32701 TEL: (407) 629-2277 / FAX: (407) 629-2253 EMAIL ADDRESS: GRANTENGGOAOL.COM A 4000 P.E. No. 20900 — ED-0002977 Drawing Number ■ 9 ri ■ SCOPE OF WORK: WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING FURNISH ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED FOR THE FABRICATION AND INSTALLATION OF A COMPLETE ELECTRICAL SYSTEM AS INDICATED ON THE DESIGN DRAWINGS AND AS HEREIN SPECIFIED. COMPLY WITH PROVISIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, THE NATIONAL ELECTRICAL CODE, LIFE SAFETY CODE AND THE REGULATIONS OF GOVERNING LOCAL, STATE, COUNTY AND OTHER APPLICABLE CODES, INCLUDING THE REQUIREMENTS OF FLORIDA POWER & LIGHT. CONDUITS RUNS ENTERING THE CYCLOTRON VAULTS SHALL BE INSTALLED IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THIS CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES AND NOTICES REQUIRED BY THE WORK OF THIS DIVISION. RELATED WORK SPECIFIED ELSEWHERE: REFER TO THE ARCH ITECTURAL,STRUCTURAL AND TO THE MECHANICAL DIVISIONS OF THE WORK FOR ELECTRICAL WORK TO BE DONE IN CONJUNCTION WITH THESE DIVISIONS. THE CONTRACTOR SHALL VERIFY LOCATIONS AND ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT FURNISHED BY THE OWNER OR OTHER TRADES PRIOR TO INSTALLATION OF CONDUIT AND WIRE. SUBSTITUTIONS: EQUIPMENT, MATERIALS AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WITHIN THESE SPECIFICATIONS ARE CONSIDERED AS "SPECIFIED STANDARD" OF QUALITY AND WITH DIMENSIONS OF THE SPECIFIED MATERIALS FORM THE BASIS OF THE DESIGN. PRODUCTS: ALL MATERIALS SHALL BE OF NEW AND THE BEST QUALITY, FREE OF DEFECTS. WHERE APPLICABLE, ALL MATERIALS SHALL BE U.L. LISTED OR BE LISTED WITH AN APPROVED TESTING AGENCY. WORKMANSHIP: k ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND WORKMANLIKE MANNER WITH THE COORDINATION OF ALL TRADES TO AVOID INTERFERENCES AND DELAY DUE TO LACK OF COORDINATION. SHOP DRAWINGS: SUBMIT FOR ARCHITECTS/ENGINEERS REVIEW SHOP DRAWINGS FOR LIGHTING FIXTURES, SWITCHGEAR, WIRING DEVICES, ALARM SYSTEMS AND OTHER MAJOR COMPONENTS AS INDICATED ON THE CONSTRUCTION DOCUMENTS. CLEANING, TESTING AND ADJUSTING: THE CONTRACTOR SHALL CLEAN, REPAIR, ADJUST, CHECK, BALANCE AND PLACE IN SERVICE THE VARIOUS SYSTEMS SHOWN ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL PROVIDE ALL TOOLS, EQUIPMENT AND MATERIALS REQUIRED TO PERFORM THE REQUIREMENTS OF THE SPECIFICATIONS AND THE REQUIREMENTS OF THE GOVERNING AUTHORITY. NO WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY TESTED. GUARANTEE AND WARRANTY: PROVIDE WRITTEN GUARANTEE TO THE OWNER STATING THAT ALL WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WARRANTY ALL WORK AGAINST DEFECTS DUE TO FAULTY WORKMANSHIP OR MATERIALS FOR A PERIOD OF ONE YEAR FROM BENEFICAL OCCUPANCY. AS —BUILT DRAWINGS: KEEP TWO SETS OF WHITE PRINTS ON THE JOB SITE, AND NEATLY MARK UP DESIGN DRAWINGS TO REFLECT MODIFICATIONS AND ALTERNATIONS MADE TO THE BASE DESIGN AS A RESULT OF OWNER DIRECTED REVISIONS OR COORDINATION WITH OTHER TRADES. SERVICE INTERRUPTIONS AND UTILITY: COORDINATE WITH THE OWNER THE INTERRUPTION OF SERVICES NECESSARY TO ACCOMPLISH THE WORK. COORDINATE WITH THE UTILITY COMPANIES FOR ALL WORK ASSOCIATED WITH THE POWER AND COMMUNICATIONS DISTRIBUTION SYSTEMS AND SERVICE ENTRANCE EQUIPMENT. IDENTIFICATION: PROPERLY LABLE ALL PANELBOARDS, DISTRIBUTION PANELBOARDS AND SIGNAL DISTRIBUTION SYSTEMS INCLUDING FEEDER CIRCUITS. PROVIDE TYPED PANELBOARD SCHEDULES. E L E C T R I C A L PERFORMANCE VERIFICATION: PRIOR TO THE FINAL INSPECTION THE CONTRACTOR SHALL TEST FEEDER AND BRANCH CIRCUIT CONDUCTORS # 6 AWG AND LARGER FOR SHORTS, OPEN, INTENTIONAL AND UNINTENTIONAL GROUNDS BY MEANS OF AN APPROVED TYPE OF CONSTANT "MEGGER." GROUND TEST — PRIOR TO THE FINAL INSPECTION A GROUND TEST SHALL BE PERFORMED ON THE GROUND SYSTEM. THE RESISTANCE BETWEEN GROUND AND ABSOLUTE EARTH SHALL NOT EXCEED 25 OHMS. ELECTRICAL GENERAL CONDITIONS: LAYOUT OF WORK — CORRELATE FINAL EQUIPMENT LOCATIONS WITH GOVERNING ARCHITECTURAL AND STRUCTION DRAWINGS. PROVIDE COORDINATION OF ALL TRADES REQUIRED FOR INSTALLATION IN A NEAT AND WORKMANLIKE MANNER. SUPERVISION OF WORK — PROVIDE FIELD SUPERINTENENT WHO HAS A MINIMUM OF TWO YEARS EXPERIENCE ON PROJECTS OF A SIMILAR NATURE AND SIZE. SUPERINTENENT SHALL BE PRESENT AT ALL TIMES THAT WORK UNDER THIS DIVISION IS BEING INSTALLED OR AFFECTED. COORDINATION — PROVIDE ALL REQUIRED COORDINATION AND SUPERVISION WHERE WORK CONNECTS TO OR IS AFFECTED BY OTHER TRADES. LOCATE ALL OPENINGS REQUIRED FOR WORK PERFORMED UNDER THIS SECTION. BASIS FOR WIRING DESIGN — THE CONSTRUCTION DOCUMENTS DESRIBE SPECIFIC SIZES OF EQUIPMENT. THESE SIZES ARE BASED UPON SPECIFIC ITEMS OF POWER —CONSUMING EQUIPMENT. WHEREVER THE CONTRACTOR PROVIDES EQUIPMENT WHICH DIFFERS FROM THE CONSTRUCTION DOCUMENTS, THE ASSOCIATED WIRING AND CIRCUIT COMPONENTS SHALL BE CHANGED TO PROPER SIZE FOR THE EQUIPMENT BEING INSTALLED. THE ELECTRICAL DEMAND FOR LIGHTING AND POWER PANELBOARDS FOR RENOVATION WORK SHALL NOT EXCEED 80 PERCENT CAPACITY OF THESE PANELS. PROGRESS OF WORK — THE CONTRACTOR SHALL KEEP A DAILY JOB LOG OF WORK ACCOMPLISHED, FIELD DIRECTIONS AND EQUIPMENT RECEIVED ON THE JOB SITE. PROTECTION AND CLEAN UP — SUITABLY PROTECT ALL EQUIPMENT AND FINISHES DURING CONSTRUCTION. RESTORE ALL DAMAGED SURFACES TO "LIKE NEW" CONDITIONS. SHALL BE PROVIDED FOR ELECTRICAL EQUIPMENT UTILIZED ON THE PROJECT. POWER AND LIGHTING PANELBOARDS: PANELBOARDS SHALL BE DEADFRONT DESIGN EQUIPPED WITH BOLT —ON QUICK —MAKE, QUICK —BREAK CIRCUIT BREAKERS OF THE THERMAL MAGNETIC TYPE FOR 277/480 VOLT PANELS AND PLUG—IN QUICK —MAKE, QUICK —BREAK TYPE FOR 120/208 VOLT PANELS. MAIN CIRCUIT BREAKERS SHALL BE BOLTED DIRECTLY TO THE MAIN BUSS BARS. DISTRIBUTION BACKFEED—TYPE BREAKERS ARE NOT ACCEPTABLE AS MAIN BREAKER DEVICES. PANEL BUS SHALL BE TIN PLATED COPPER. BUSS SHALL BE BRACED FOR MINIMUM CAPACITY EQUAL TO OR GREATER THAN THE LOWEST BREAKER SYMMETRICAL RATING CAPACITY. TWO AND THREE POLE BREAKERS SHALL HAVE COMMON TRIP, SINGLE HANDLE TYPE. CABINETS SHALL BE SURFACE OR FLUSH MOUNTED AS DETAILED ON THE DRAWINGS CONSTRUCTED OF CODE GUAGE STEEL, GALVANIZED OR BONDERIZED TO PREVENT RUST. GENERAL ELECTRIC IS BASIS OF DESIGN. CABINETS SHALL BE MINIMUM 20" WIDE FOR 120/208 VOLT PANELS. WIRING GUTTERS AND GUAGE OF STEEL SHALL BE IN ACCORDANCE WITH NEMA PBI-57 AND U.L. STANDARD 67. PANELS AND BREAKERS SHALL BE RATED FOR VOLTAGE AND CLASS OF SERVICE TO WHICH APPLIED. PANELS SHALL HAVE LOCKS AND KEYED ALIKE. PANELS SHALL BE SUPPLIED WITH BAKED ENAMEL FINISH BOTH CABINETS AND FRONT, EXCEPT FLUSH PANELS SHALL HAVE GALVANIZED CABINETS. CIRCUIT BREAKERS SHALL HAVE A MINIMUM OF 14,000 AIC RATING FOR 277/480 VOLT BREAKERS AND 10,000 AIC RATING FOR 250 VOLT RATED BREAKERS. CIRCUIT BREAKERS SHALL BE OF THE SAME MANUFACTURER AS THE PANELBOARDS AND BE U.L. LISTED FOR THE PANELBOARD. ALL PANELBOARD CABINETS SHALL HAVE A SYSTEM GROUNDING BAR BONDED TO THE PANELBOARD CABINET FOR CONNECTION OF SYSTEM GROUNDING CONDUCTORS. THIS BAR SHALL BE MECHANICALLY AND ELECTRICALLY ISOLATED FROM THE NEUTRAL BAR. PANEL FRONTS ON FLUSH PANELS SHALL HAVE COMPLETELY CONCEALED TRIM CLIPS AND DOOR HINGES. MOUNT TYPEWRITTEN DIRECTORY SHOWING THE ACTUAL CIRCUIT NUMBERS, TYPE OF LOAD AND ROOM NAMES ON INSIDE OF DOOR. PROVIDE A SECOND PANEL DIRECTORY TO THE OWNER'S MAINTEANCE DEPARTMENT. FEEDER CONDUCTORS SHALL BE CHECKED OUT TO ESTABLISH THE ABSENCE OF SHORTS OR GROUND, INSULATION VALUES, ETC. ALL CIRCUITS SHALL BE CHECKED FOR SHORTS AND PANELBOARDS SCHEDULE VERIFIED FOR ACCURACY. APPROVED MANUFACTURER'S: GENERAL ELECTRIC, SQUARE "D", SIEMENS, WESTINGHOUSE AND CHALLENGER. DRY —TYPE TRANSFORMERS TRANSFORMERS SHALL BE TWO WINDING TYPE CONFORMING TO THE APPLICABLE REQUIREMENTS OF NEMA STANDARD ST20 AND TO APPLICABLE ANSI, UL AND IEEE STANDARDS. "T" CONNECTED WINDINGS WILL NOT BE ACCEPTABLE FOR THREE—PHASE TRANSFORMERS. TRANSFORMER WINDINGS SHALL BE CONTINUOUS WOUND COPPER (98% CONDUCTIVITY) CONSTRUCTION. TRANSFORMERS SHALL BE SUITABLE FOR INDOOR USE ONLY BUT SHALL BE RESISTANT TO THERMAL SHOCK AND HIGH HUMIDITY. ELECTRICAL RATINGS SHALL BE AS NOTED ON THE DRAWINGS. PROVIDE WITH PERMANENT NAMEPLATTE GIVING COMPLETE DATA OF TRANSFORMER INCLUDING PERCENT IMPEDANCE BASED ON SELF —COOLED RATING. A MINIMUM OF FOUR, FULL RATED TAPS SHALL BE PROVIDED IN HIGH VOLTAGE WINDING, TWO 2-1/2% BELOW AND TWO 2-1/2% ABOVE NOMINAL VOLTAGE. THE TRANSFORMER SHALL UTILIZE AN INSULATION SYSTEM THAT HAS BEEN PROPERLY TEMPERATURE CLASSIFIED AND APPROVED BY UL. RATINGS SHALL BE CLASS H-200 DEGREE C. WITH 115 DEGREE C. AS TESTED UNDER U.L. 506. TRANSFORMER SHALL BE CAPABLE OF OPERATING AT 100% OF NAMEPLATE RATING CONTINUOUSLY WHILE IN AN AMBIENT TEMPERATURE NOT EXCEEDING 40 DEGREES C. TRANSFORMER SHALL BE RATED AT LONG SERVICE LIFE UNDER THERMAL CONDITIONS SPECIFIED WITHOUT DERATING. MAXIMUM DB LEVEL SHALL NOT EXCEED 45dB IN ACCORDANCE WITH ANSI C89. TRANSFORMER ENCLOSURE SHALL BE IN ACCORDANCE WITH U.L. 506 REQUIREMENTS FOR ENCLOSURE VENTILATION OPENINGS, CORROSION RESISTANCE, CABLE BENDING SPACE, GROUNDING PROVISIONS, SURFACE TEMPERATURE, WIRING COMPARTMENT TEMPERATURE RISE AND TERMINATIONS. THE NEUTRAL POINT OF ALL TRANSFORMERS SHALL BE GROUNDED BY A CONTINUOUS GROUNDING CONDUCTOR EXTENDED TO THE TRANSFORMER SUPPLY GROUND, SIZED PER NEC. BOND GROUND CONDUCTOR TO TRANSFORMER CASE. S P E C I F I C A T I O N S RACEWAY AND CONDUIT SYSTEMS: SIZE RACEWAY AS REQUIRED BY THE NATIONAL ELECTRICAL CODE WITH OVERSIZED CONDUITS AS INDICATED. PROVIDE COMPLETE RACEWAY SYSTEM INCLUDING CONDUIT, SUPPORTS, BOXES AND ENCLOSURES, AND ALL CONNECTIONS TO ELECTRICAL EQUIPMENT. CONCEAL RACEWAY IN FINISHED AREAS UNLESS INDICATED OTHERWISE. INSTALL EXPOSED RACEWAY PARALLEL OR PERPENDICULAR TO WALLS, CEILING OR STRUCTURAL MEMBERS. ALL CONDUIT SYSTEMS SHALL BE INSTALLED PARALLEL TO, OR AT RIGHT ANGLES TO THE BUILDING STRUCTURE AND SHALL BE SUSPENDED FROM OR AFFIXED TO THE BUILDING SUPERSTRUCTURE ONLY. MINIMUM TRADE SIZE CONDUIT 3/4" PVC, RIGID OR EMT FOR BRANCH CIRCUIT HOMERUNS. 1/2" PVC, RIGID OR EMT FOR BRANCH CIRCUIT EXTENSIONS. 3/8" FLEXIBLE METALLIC CONDUIT. RIGID CONDUIT SHALL BE UTILIZED FOR ALL SURFACE MOUNTED APPLICATIONS WHERE EXPOSED TO DAMAGE. ALL FITTINGS SHALL BE THREADED. MAXIMUM SUPPORT SPACING IS 8 FEET. ELECTRICAL METTALIC TUBING SHALL BE UTILIZED FOR CONDUIT CONCEALLED WITHIN THE BUILDING CONSTRUCTION OR WHERE NOT SUBJECT TO DAMAGE. COUPLINGS AND CONNECTORS SHALL BE SET —SCREW TYPE. CONDUIT BODIES SHALL BE MALLEABLE IRON. ALUMINUM AND SLB CONDUIT BODIES ARE NOT APPROVED. CONDUIT BODIES SHALL BE PROVIDED WITH SHEET METAL OR CAST COVERS. MAXIMUM CONDUIT SUPPORT IS 8 FEET. INTERMEDIATE METAL CONDUIT MAY BE UTILIZED AS A SUBSTITUTION FOR RIGID CONDUIT WHERE ALLOWED BY CODE. PVC CONDUIT INSTALLED UNDERGROUND IS APPROVED. FLEXIBLE STEEL CONDUIT AND SEAL —TITS SHALL ONLY BE USED FOR FINAL CONNECTIONS TO VIBRATING EQUIPMENT AND LIGHT FIXTURES. CONNECTORS SHALL T & B SERIES 3100. PULL CONTINUOUS GROUND WIRE IN ALL CONDUITS. FLEXIBLE CONDUIT SHALL BE PROPERLY GROUNDED. ALL RACEWAYS SHALL BE RUN IN A NEAT AND WORKMANLIKE MANNER AND SHALL BE PROPERLY SUPPORTED IN ACCORDANCE WITH THE NEC AND WITH APPROVED CONDUIT STRAPS, CLAMPS, HANGER RODS AND STRUCTURAL FASTENERS. NON —BOLTED CONDUIT CLAMPS OR SUPPORTING OF CONDUIT SYSTEMS WITH WIRE OR METAL BANDING MATERIAL IS NOT APPROVED. RIGID STEEL CONDUIT BOX CONNECTIONS SHALL BE MADE WITH DOUBLE LOCKNUTS AND BUSHINGS. SURFACE RACEWAYS WHERE NOT SUPPORTED FROM APPROVED BOXES OR PANELS SHALL BE SUPPORTED WITH CLAMP FASTENERS WITH TOGGLE BOLTS ON STUD WALLS AND MACHINE SCREW ANCHORS ON MASONRY CONSTRUCTION. ALL RACEWAYS SHALL BE CAPPED DURING THE COURSE OF CONSTRUCTION. NO CONDUCTORS SHALL BE PULLED UNTIL THE RACEWAY SYSTEM IS COMPLETE. ALL RACEWAYS SHALL BE RUN FROM OUTLET TO OUTLET EXACTLY AS SHOWN ON THE DRAWINGS UNLESS PERMISSION IS GRANTED TO ALTER ARRANGEMENT. RACEWAYS FOR BRANCH CIRCUITS AND FEEDERS SHALL HAVE AN INSULATED COPPER SYSTEM GROUND CONDUCTOR THROUGHOUT THE ENTIRE LENGTH OF THE CIRCUIT IN ACCORDANCE WITH THE NEC. GROUNDING CONDUCTORS SHALL BE INCLUDED IN THE TOTAL CONDUIT FILL WHEN DETERMINING CONDUIT SIZE. INSULATED BUSHINGS SHALL BE USED ON ALL RIGID STEEL CONDUIT TERMINATING IN PANELS, WIRE GUTTERS OR CABINETS AND SHALL BE IMPACT RESISTANT, PLASTIC MOLDED IN AN IRREGULAR SHAPE AT THE TOP TO PROVIDE A SMOOTH INSULATING SURFACE AT TOP AND INNER EDGES. MATERIALS SHALL NOT MELT OR SUPPORT FLAME. AN APPROVED NYLON PULL —CORD SHALL BE INSTALLED IN ALL EMPTY CONDUITS. PULI_CORD SHALL BE FASTENED TO PREVENT ACCIDENTAL REMOVAL. CIRCUIT NUMBERS AND SYSTEM IDENTIFICATION SHALL BE PRINTED ON JUNCTION BOX COVERS USING INK MARKERS AND BE PLAINLY VISIBLE AFTER PAINT IS APPLIED. ENTIRE JUNCTION BOXES AND COVERS SHALL BE COLOR CODED AS HEREIN LISTED: FIRE ALARM SYSTEMS — KRYLON ORANGE 2410-6 NORMAL 277/480 VOLT POWER — KRYLON BROWN 2501-6 NORMAL 120Z208 VOLT POWER — KRYLON BLACK 1601-6 TELEPHONE/DATA — KRYLON LIGHT GREEN 2011-6 WIRE AND CABLE: BRANCH CIRCUIT AND FEEDER CONDUCTORS SHALL BE COPPER TYPE THHN THWN OR THW INSULATED. CONDUTORS # 10 AND SMALLER SHALL BE SOLID. ALL COPPER TAPS AND SPLICES NO. 8 OR SMALLER SHALL BE FASTENED WITH WIRENUT CONNECTORS. ALL TAPS AND SPLICES LARGER THAN NO. 8 SHALL BE MADE WITH COLER KEYED HIGH COMPRESSION TYPE CONNECTORS. AN APPROVED SHRINK SLEEVE TO EQUAL INSULATION RATING OF THE WIRE SHALL BE USED TO INSULATE SPLICES. ALL POWER FEEDERS AND BRANCH CIRCUITS NO. 10 AND SMALLER SHALL BE WIRED WITH COLOR —CODED WIRE AS HEREIN SPECIFIED. POWER FEEDERS NO. 10 AND LARGER SHALL EITHER BE FULLY COLOR —CODED OR SHALL HAVE BLACK INSLUATION AND BE SIMILARLY COLOR —CODED WITH TAPE OR PAINT IN ALL JUNCTION BOXES AND PANELS. TAPE OR PAINT SHALL COMPLETELY COVER THE FULL LENGTH OF CONDUCTOR INSULATION WITHIN THE BOX OR PANEL. 277/480 VOLT — BROWN —ORANGE —YELLOW (PHASES A—B—C) 120/208 VOLT — BLACK —RED —BLUE (PHASES A—B—C) NEUTRALS — WHITE OR NATURAL GRAY GROUND — GREEN — BARE OR GREEN WITH YELLOW STRIPES. SWITCH LEGS — OTHER THAN THOSE UTILIZED ABOVE. TELEPHONE RACEWAY SYSTEM: EMPTY CONDUIT SYSTEM IS PROVIDED FOR OWNER INSTALLA11ON OF VOICE/DATA INFORMATION SYSTEM. GROUNDING: BOND METALLIC CONDUITS, SUPPORTS, CABINETS AND OTHER EQUIPMENT SO GROUND WILL BE ELECTRICALLY CONTINUOUS FROM SERVICE TO OUTLET BOXES. PROVIDE A CONTINUOUS GREEN GROUND WIRE IN ALL BRANCH CIRCUIT AND FEEDER CONDUITS. OUTLET BOXES: OUTLET BOXES SHALL BE OF SUCH FORM AND DIMENSIONS AS TO BE ADAPTED TO THE SPECIFIC USE AND LOCATION, TYPE OF DEVICE OR FIXTURES TO BE USED, AND NUMER AND SIZE OF CONDUTORS. BOXES SHALL BE OF ONE PIECE CONSTRUCTION. WELDED BOXES WILL NOT BE APPROVED. SURFACE BOXES 4" SQUARE BY 1-1/2" DEEP WITH RAISED COVERS, STEEL CITY OR RACO. CEILING OUTLET BOXES 4" SQUARE BY 1-1/2" DEEP OR LARGER AS REQUIRED FOR NUMBER AND SIZE OF CONDUCTORS. FLUSH OUTLET BOXES 4" SQUARE ONE PIECE STEEL OUTLET BOXES BY STEEL CITY OR RACO. BOXES MOUNTED SO THAT COVERS AND PLATES WILL FINISH FLUSH WITH FINISHED SURFACES WITHOUT THE USE OF SHIMS, MATS OR OTHER DEVICES. PLATES SHALL NOT SUPPORT WIRING DEVICES. GANG SWITCHES WITH COMMON PLATES WHERE TWO OR MORE ARE INDICATED IN THE SAME LOCATION. OUTLETS ON EACH SIDE OF WALL SHALL HAVE SEPARATE BOXES — THROUGH —WALL TYPE BOXES OR BACK—TO—BACK MOUNTING SHALL NOT BE PERMITTED. TRIM RINGS SHALL BE EXTENDED TO WITHIN 1 /4" OF FINISH WALL SURFACE. OUTLET BOXES THAT DO NOT RECEIVE WIRING DEVICES SHALL BE PROVIDED WITH BLANK PLATES TO MATCH INSTALLED WIRING DEVICE PLATES. OUTLET BOXES/CONDUIT BODIES EXPOSED TO THE WEATHER, NOT CONTAINED INSIDE BUILDING WALLS, OR SUBJECT TO PHYSICAL DAMAGE, SHALL BE TYPE FS, FD, LB OR LL MALLEABLE IRON. COVERS SHALL BE OF THE TYPE AND OF THE SAME MANUFACTURER AS THE CONDUIT BODIES AND SHALL BE SUITABLE FOR THE USE IN THE AREA SERVED. CAST ALUMINUM BOXES IS NOT APPROVED. TYPE FS MALLABLE IRON BOXES SHALL BE USED WHERE EXPOSED OR SURFACE MOUNTED. MOUNTING HEIGHTS OF DEVICES: SWITCHES 4'-0" TO BOTTOM RECEPTACLES 1'-4" TO BOTTOM TELEPHONE OUTLETS 1'-4" TO BOTTOM LIGHTING PANELS 6'-6" TO TOP OF PANEL TRIM. LOCATE SPECIAL PURPOSE OUTLETS AS INDICATED ON THE DRAWINGS FOR THE EQUIPMENT SERVED. LOCATION AND TYPE OF OUTLETS SHALL BE COORDINATED WITH THE APPROPRIATE TRADES INVOLVED. THE SECURING OF COMPLETE INFORMATION FOR PROPER ELECTRICAL ROUGH —IN SHALL BE INCLUDED AS WORK REQUIRED UNDER THIS DIVISION OF THE CONTRACT. WIRING DEVICES: WIRING DEVICES SHALL BE COMMERCIAL GRADE HUBBLE, LEVITON, PASS & SEYMORE OR OTHER APPROVED. SWITCHES SHALL BE 120/277 VOLT 20 AMP SILENT TYPE. RECEPTACLES TO BE 20 AMP DUPLEX GROUNDING TYPE. VOLTAGE AND AMPERE RATING SHALL BE MARKED ON SWITCHES AND SHALL CONFORM TO VOLTAGE OF SYSTEM TO WHICH APPLIED. GROUND FAULT INTERUPTING TO BE 20 AMP, 120 VOLT WITH BLOCK OR MODULAR DESIGN. WEATHERPROOF COVERPLATES TO BE P&S WP-8 STAINLESS STEEL MOUNTED HORIZONTAL WITH HINGED COVERPLATE TO THE TOP. DISCONNECT SWITCHES: RATED HEAVY DUTY, FULLY ENCLOSED WITH DUAL COVER LOCKS, QUICK—MAKE/QUICK—BREAK MECHANISMS AND DUAL HORSEPOWER RATED. PROVIDE NEMA-3R ENCLOSURES IN EXTERIOR OR DAMP LOCATIONS AND NEMA-4 ENCLOSURES IN WET LOCATIONS. PROVIDE FUSED AND NON —FUSED AND INDICATED. PROVIDE WITH REJECTION FUSE CLIPS ON FUSIBLE SWITCHES OF 30A TO 600A TO PREVENT INSTALLATION OF NON —CURRENT LIMITING FUSES. LIGHTING FIXTURES: FURNISHED COMPLETE WITH LAMPS AND ALL NECESSARY TRIM AND MOUNTING HARDWARE AND INSTALLED AS SHOWN ON THE DRAWINGS. FIXTURES TO BE FIRMLY MOUNTED, USING STANDARD SUPPORTS FOR OUTLET AND FIXTURES. LAMPS SHALL HAVE 30 DAY GUARANTEE AFTER FINAL ACCEPTANCE OF THE SPACE. METAL HALIDE BALLAST SHALL BE AUTO TRANSFORMER, HIGH POWER FACTOR WITH RENEWABLE TYPE KTK FUSES IN HEB HOLDERS. VOLTAGE SHALL COMPLY WITH THE SYSTEM TO WHICH APPLIED. GRANT ENGINEERING, INC. CONSULTING ENGINEERS 283 N. NORTH LAKE BLVD — SUITE 111 ALTAMONTE SPRINGS, FLORIDA 32701 pTEL: (407) 629-2277 / FAX: (407) 629-2253 63 f^ � EMAIL ADDRESS: GRANTENGG®AOL.COM P.E. No. 20900 — EB-0002977 L ROHRT KIMDALL * ASSOCIATES Architects and Engineers Inc. 61 5 West Highland Avenue Eben5'oUrg, Fa. 15931 (514) 472 - 7700 ■ ■ 01-1200-0279 Project Number ■ EA5TEKN 150TOPE5, INC. 5ANFORD FLORIDA CYCLOTRON 13G COMMERCE WAY 5ANFORD, FLORIDA 32771 Project Name ■ Signature JULY 9, 2001 ©Date ■ A5 SHOWN Scale ■ Drawmg Title ■ ELECTRICAL 5PECIFICATION5 5,0 00 Drawing Number ■ MECHANICAL GENERAL NOTES: 1. ALL WORK AND EQUIPMENT SHALL MEET THE REQUIREMENT OF THE MOST RECENTLY REVISED VERSION OF ALL APPLICABLE LAWS, RULES, REGULATION, AND ORDINANCES OF FEDERAL, STATE, AND LOCAL AUTHORITIES, WHETHER INDICATED ON THE DRAWINGS OR NOT. 2. ADHERE TO THE DRAWINGS WHEN REQUIREMENTS ARE STRICTER THAN CODE REQUIREMENTS AND ARE PERMITTED UNDER THE CODE. 3. REPORT ANY ALTERATION TO AND/OR DEVIATIONS FROM THE DRAWINGS AS REQUIRED BY THE ABOVE AUTHORITIES TO THE ARCHITECT AND SECURE HIS APPROVAL BEFORE STARTING ALTERATIONS. 4. THE CONTRACTOR SHALL REQUEST SUPPLEMENTARY INSTRUCTIONS FROM THE ARCHITECT IN ALL CASES OF DOUBT AS TO THE WORK INTENDED, OR IF ADDITIONAL EXPLANATION IS NEEDED. 5. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITION PRIOR TO CONSTRUCTION. ALL WORK AND SCHEDULING DURING CONSTRUCTION SHALL BE COORDINATED WITH THE TENANT BELOW AND BUILDING OWNER/ENGINEER. 6. CONTRACTOR SHALL MEASURE EXISTING SUPPLY AIR AND DISTRIBUTE PROPORTIONATELY TO THE SPECIFIED CFM ON THE PLAN. 7. ALL DUCT SIZES INDICATED ON THE DRAWINGS ARE THE CLEAR INSIDE NET DIMENSIONS. INTERNALLY LINED DUCTWORK SHALL BE INCREASED IN BOTH DIMENSIONS BY TWICE THE THICKNESS OF THE LINER. 8. INSULATED FLEXIBLE DUCT SHALL BE PROVIDED IN DUCTWORK CONNECTED TO VARIOUS AIR OUTLETS, ETC., AS SHOWN ON THE DRAWINGS. MINIMUM LENGTH SALL BE 6'-0" AND MAXIMUM LENGTH SHALL BE 8'-0" AND SHALL REQUIRE NO MORE THAN TWO ELBOWS WHEN INSTALLED. A HARD DUCT SHALL BE INSTALLED AND EXTENDED BEFORE THE FLEXIBLE DUCT TO A POINT WHERE THE MAX./MIN. LENGTH REQUIREMENT CAN BE ACHIEVED. 9. CAP AND SEAL (AIRTIGHT) ALL UNUSED DUCTWORK OPENINGS. 10. PROVIDE VOLUME DAMPERS AT EACH BRANCH TAKE -OFF FROM LOW PRESSURE MAINS AND ALSO WHERE SHOWN ON THE PLANS. 11. COORDINATE ALL DUCTWORK ROUTING AND MECHANICAL EQUIPMENT INSTALLATION WITH OTHER TRADES AND EXISTING CONDITION BEFORE CONSTRUCTION BEGINS. IF EXISTING CONDITION INTERFERES WITH NEW WORK, REROUTE / REWORK EXISTING OR NEW DUCTWORK / PIPE WHICHEVER HAVE LESS WORK AND LESS COST. 12. ALL PIPE PENETRATIONS THROUGH WALLS AND FLOORS SHALL BE PROVIDED WITH SLEEVES AND ESCUTCHEON PLATES. PIPES SHALL BE CENTERED TO ALLOW FOR EXPANSION AND CONTRACTION; ALSO PROVIDE CAULKING AND WATERPROOFING WHERE REQUIRED. PENETRATIONS THROUGH RATED WALLS SHALL BE IN ACCORDANCE WITH U.C. LISTED DETAILS AS SHOWN IN THESE DRAWINGS. 13. ALL THERMOSTATS (AND SIMILAR DEVICES) SHALL BE MOUNTED 48" ABOVE FINISH FLOOR UNLESS NOTED. DO NOT INSTALL THERMOSTAT ABOVE DIMMER. 14. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REQUIRED VALVES AND FITTINGS FOR WATER BALANCING AND SHUT-OFF OF AC UNITS. MECHANICAL SPECIFICATIONS: 1. SHEET METAL DUCTWORK: A. ALL SLIPPY, RETURN, AND EXHAUST AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL LOCK -FORMING QUALITY CONSTRUCTED AS FOLLOWS: 1. CONSTANT VOLUME SYSTEMS STATIC PRESSURE RATING: 2", EXHAUST DUCTWORK 1". B. SUPPLY, RETURN, AND EXHAUST DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH LATEST EDITIONS OF ASHRAE AND SMACNA DUCT STANDARD. INSIDE RADIUS OF ALL CURVES AND BENDS SHALL NOT BE LESS THAN THE WIDTH OF DUCTS IN PLANE OF BEND. BELOW THIS RADIUS, SQUARE ELBOWS SHALL BE USED. 1. THE FOLLOWING MINIMUM CONSTRUCTION MUST BE PROVIDED. NO EXCEPTIONS TO THE FOLLOWING WILL BE GRANTED. o. LONGITUDINAL SEAMS SHALL BE PITTSBURGH SEAM WITH SEALANT. b. DUCT JOINTS UP TO 18" SHALL BE DRIVE SLIP; OVER 18" SHALL BE STANDINGS SLIP, STANDING SEAM POINT OR POCKET LOCK ALL WITH SEALANT. c. SHEET METAL TRANSITIONS SHALL BE MADE WITH SLOPES NOT EXCEEDING ONE (1) TO SEVEN (7). INSIDE RADIUS OF ALL CURVES AND BENDS SHALL NOT BE LESS THAN THE WIDTH OF DUCTS IN PLANS OF BEND. BELOW THIS RADIUS, SQUARE ELBOWS SHALL BE USED. C. THE DUCT SHALL BE SUPPORTED AT FITTINGS, ELBOWS, AND TRANSITIONS AND AT A MAXIMUM OF 8' ON CENTER. NOT MORE THAN ONE TRANSVERSE JOINT SHALL OCCUR BETWEEN HANGERS. HANGERS ARE TO BE A MINIMUM 1" x 2" x 1" x 22 GAUGE CHANNEL SUPPORTED BY 1" WIDE x 22 GAUGE OR HEAVIER STRAPS, 1/4" NODES. ALL HANGER SYSTEMS MUST BE CAPABLE OF WITHSTANDING A LOAD OF 5 TIMES THE ANTICIPATED LOAD. D. DUCT INSULATION SHALL BE 1-1/2" THICK 1-1/2 LB. PER CU. FT. DENSITY GLASS FIBER WITH A MAXIMUM K FACTOR OF 0.29 AT 75 DEG. F MEAN TEMPERATURE, WITH REINFORCED FOIL -FACED VAPOR BARRIER. INSTALL AS PER MANUFACTURER'S RECOMMENDATION. R-6 INSULATION VALUE. E. EXHAUST DUCTWORK SHALL BE SEALED WITH INDUSTRIAL CAULK SIMILAR TO HARDCAST 601 OR GYPSUM BASED TAPE AND ADHESIVE SIMILAR TO HARDCAST FTA-20 FOR INDOOR USE OR RTA-50 FOR OUTDOOR USE. 2. FLEXIBLE CONNECTIONS: A. PROVIDE FLEXIBLE DUCT CONNECTION AT THE INTAKE AND DISCHARGE SIDES OF ALL AIR HANDLERS AND FANS. FLEXIBLE CONNECTORS SHALL BE MADE OF VINYL COVERED GLASS FIBER MATERIAL. CONNECTORS SHALL BE NOT LESS THAN 6" LONG OR MORE THAN 10" LONG. 3. INSULATED FLEXIBLE DUCTS: A. PROVIDE INSULATED DUCT FLEXIBLE CONNECTIONS FROM DUCTWORK TO DIFFUSERS, MEETING REQUIREMENTS OF U.L. 181 AND NFPA 90A. THE CONNECTORS SHALL CONFORM TO THE REQUIREMENTS FOR CLASS 1 AND 2. ACCEPTABLE MANUFACTURERS: CLEAVAFLEX, FLEXMASTER, FLEX-EAZE OR EQUAL. B. CONNECTION BETWEEN THE FLEXIBLE DUCT AND UNIT SHALL BE SEALED WITH PERMACEL E2-4719 OR EQUAL RECOMMENDATION. A STAINLESS STEEL CLAMP SHALL BE PLACED OVER THE CONNECTIONS, SIMILAR TO IDEAL TYPE 52 WORM GEAR DRIVE. C. FLEXIBLE DUCT SHALL BE OF ALL -METAL CONSTRUCTION CONSISTING OF BONDED TWO-PLY LAMINATE, MECHANICALLY CORRUGATED FOR STRENGTH AND FLEXIBILITY. IT SHALL ALSO BE OF SEMI -RIGID CONSTRUCTION CAPABLE OF BEING EASILY PRE -FORMED BY HAND INTO REQUIRED OFFSETS OR ELBOWS WITHOUT FORMING SHARP EDGES OR CORNERS. HOSE SHALL NOT BE CONFIGURED TO COMPOSE MORE THAN ONE EQUIVALENT 90-DEGREE BEND IN A MINIMUM OF TWO (2) PLANES. D. AT CONNECTION USE PERMACEL EZ-4719 PONTS OR MINNESOTA MINING SEALING COMPOUND. PROVIDE A STAINLESS STEEL CLAMP SIMILAR TO IDEAL TYPE 52 WORM GEAR DRIVE. 4. VOLUME CONTROL DAMPER: A. AT EACH NEW MAIN BRANCH TAKE -OFF, PROVIDE VOLUME DAMPERS OF THE OPPOSED BLADE, MULTI -LOUVERED TYPE, OPERATED BY INDICATING QUADRANTS AND SET SCREWS. VOLUME DAMPERS AND ALL MANUAL DAMPERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA AND ASHRAE STD. B. PROVIDE 45 DEG. CLINCH COLLARS AT MAIN TAKEOFFS. 5. ACCESS PANEL: A. PROVIDE SUITABLY SIZED ACCESS DOORS BEFORE AND AFTER IN -DUCT ELECTRIC HEATERS AND FOR FIRE DAMPERS. MINIMUM SIZE OF ACCESS DOORS SHALL BE 12" x 12" OR 12" x FULL DEPTH OF DUCT IF SMALLER THAN 12". B. ACCESS DOORS IN DUCTWORK HANDLING CONDITIONED AIR SHALL BE OF THE DOUBLE PANEL TYPE, WITH INSULATION THICKNESS SAME AS DUCT INSULATION, SET IN BETWEEN 18 GAGE INTERIOR CASING. SINGLE PANEL ACCESS DOORS SHALL BE FABRICATED OF 18 GAUGE UP TO 12" x 12" AND 16 GAUGE WHEN LARGER. C. ACCESS DOORS SHALL BE PROVIDED WITH HEAVY ANGLE IRON FRAMES AND SHALL BE FITTED WITH A MINIMUM OF TWO (2) HINGES AND CAM FASTENERS. ACCESS DOORS ON THE BOTTOM OF DUCTS SHALL HAVE CAM FASTENERS. 6. HANGERS AND SUPPORTS: A. WHERE HANGERS STRAPS ARE USED THEY SHALL BE 1" X 18GA. MIN., GALVANIZED STEEL. BAND IRONS ARE NOT ACCEPTABLE. B. DUCTS OVER 60 INCHES WIDE SHALL BE SUSPENDED ON A TRAPEZE TYPE HANGER. THE DUCT SHALL NOT BE SECURED TO THE HANGER. C. PROVIDE INSERTS, FISHPLATES AND OTHER METHODS RECOMMENDED BY SMACNA, AND AS APPROVED, FOR SUPPORTING HANGER STRAPS AND TRAPEZE HANGERS. D. TRANSITION PIECES FROM RECTANGULAR TO ROUND AT FAN DISCHARGE SHALL BE 16 GAUGE ALL -WELDED CONSTRUCTION. PROVIDE SUITABLE ANGLE REINFORCEMENT. E. HANGERS AND FASTENERS SHALL HAVE A SAFETY FACTOR OF 5 TIMES SUPPORTED WEIGHT. 7. AIR DIFFUSING EQUIPMENT: A. PRODUCTS SHALL BE KRUEGER, TITUS, TUTTLE & BAILEY, CARNES OR APPROVED EQUAL. B. DIFFUSER FIGURES NOS.: SHOWN ON SCHEDULE, DIFFUSER FINISH SHALL MATCH CEILING COLOR UNLESS OTHERWISE NOTED, COORDINATE WITH PROJECT ARCHITECT. C. FURNISH SPONGE -RUBBER CASKET FOR EACH SUPPLY GRILLE AND REGISTER. ALL DIFFUSERS, GRILLES, AND REGISTERS SHALL BE SUITABLE FOR THE CEILING CONSTRUCTION, REFER TO ARCHITECTURAL DRAWINGS FOR TYPE OF CEILING CONSTRUCTION. COORDINATE LOCATION WITH ARCHITECT'S REFLECTED CEILING DRAWING. 8. VALVES: A. FURNISH VALVES DESIGNED FOR 200-POUND WOG. VALVES SHALL BE OF SAME MANUFACTURER. VALVES SHALL BE THREADED AND SHALL HAVE BRONZE BODY. 9. PRODUCT DATA TO BE SUBMITTED SHALL BE PUBLISHED BY THE MANUFACTURERS AND SHALL CONTAIN COMPLETE AND DETAILED ENGINEERING AND DIMENSIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT PRODUCT DATA AS DESCRIBED BELOW: A. PRODUCT DATA SUBMITTED SHALL CONTAIN ONLY INFORMATION RELEVENT TO THE PARTICULAR EQUIPMENT OR MATERIAL TO BE FURNISHED. THE CONTRACTOR SHALL NOT SUBMIT CATALOGS WHICH DESCRIBE SEVERAL DIFFERENT ITEMS IN ADDITION TO THOSE ITEMS TO BE USED, UNLESS ALL IRRELEVANT INFORMATION IS CLEARLY MARKED. PRODUCT DATA FROM EACH MANUFACTURER SHALL BE IDENTIFIED AND SUBMITTED SEPARATELY. SUBMIT SHOP DRAWINGS IN BOUND FORM. LOOSE SHEETS ARE NOT ACCEPTABLE. 10. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO COMMENCING ANY WORK. SHOP DRAWINGS SHALL INCLUDE COMPLETE DATA AND APPLICABLE PROCEDURES FOR THE FOLLOWING EQUIPMENT AND MATERIAL (WHERE APPLICABLE): A. ALL VALVES. B. VIBRATION ISOLATORS (MOUNTING, HANGERS, AND BASES). C. ALL INSULATION MATERIALS. D. ALL FANS. E. AIR DISTRIBUTION SPECIALTIES (FILTERS, VOLUME DAMPERS, FIRE AND SMOKE DAMPERS, GRILLES, REGISTERS, DIFFUSERS, AND LOUVERS). F. COMPLETE TEST AND AIR BALANCE REPORT. G. CONTROL SYSTEMS. H. PIPING MATERIALS. I. ALL MECHANICAL EQUIPMENT: AIR TERMINALS, CHILLERS, AIR HANDLERS, PACKAGE UNITS, ETC. 11. SUPPLY AND RETURN AIR SYSTEM INSTALLED SHALL BE BALANCED AND ADJUSTED AS FOLLOWS: A. AFTER DUCT SYSTEM HAS BEEN INSTALLED COMPLETE WITH ALL GRILLES, DAMPERS, DUCTS, AND OTHER ITEMS SPECIFIED OR SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL MAKE ADJUSTMENTS, AS REQUIRED, TO DELIVER THE VOLUME OF AIR AT EACH AIR OUTLET WITHIN 10% OF THE DESIGN VALUE AS SHOWN ON THE PLANS. AFTER THE FINISHED AREA IS OCCUPIED, THE AIR VOLUMES SHALL BE READJUSTED, IF REQUIRED, TO PROPERLY BALANCE THE COOLING AND HEATING LOADS THROUGHOUT THE CONDITIONED SPACE. B. AIR OUTLETS SHALL BE BALANCED WITH AIR PATTERNS AS SHOWN ON THE DRAWINGS. C. CONTRACTOR SHALL SUBMIT A CERTIFIED AIR BALANCE REPORT TO THE PROJECT ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ACCEPTANCE OF THE HVAC SYSTEM BY THE OWNER. 12. BALANCING - ADJUSTING AND TEST: A. BALANCING OF SYSTEM - GENERAL 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, EQUIPMENT & SERVICES NECESSARY FOR TESTING AND REBALANCING THE AIR AND WATER CONDITIONING SYSTEMS. THE CONTRACTOR SHALL BE A MEMBER OF EITHER ASSOCIATED AIR BALANCE COUNSEL (AABC), OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) AND PROCEDURES SHALL BE IN ACCORDANCE WITH THOSE PUBLISHED BY THE ASSOCIATED AIR BALANCE COUNCIL (AABC) AND NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB).% OF DESIGN FLOWS ANS SHOWN ON THE DRAWINGS. AFTER THE 2. SUBMIT NAME OF TEST AND BALANCE AGENCY WITHIN 15 DAYS AFTER RECEIPT OF CONTRACT APPROVAL FOR APROVAL BY THE ARCHITECT. 3. BALANCING RESULT SHALL BE GUARANTEED FOR 90 DAYS. BALANCING CONTRACTOR SHALL BE SUBJECT TO RECALL TO THE SITE TO VERIFY RESULTS BEFORE APPROVAL OF BALANCING REPORT BY OWNER. CONTRACTOR SHALL SUBMIT CERTIFICATION WITH BALANCE REPORT. CONTRACTOR RECALL TO SITE SHALL BE AT NO ADDITIONAL COST TO OWNER. B. FINAL REPORT: 1. CONTRACTOR SHALL SUBMIT FOUR COPIES OF FINAL BALANCE AND TEST REPORT. REPORT TO INCLUDE LISTING OF APPARATUS USED, CALIBRATION DATES, AND CERTIFICATION OF TEST TECHNICIAN, ALSO INCLUDED SHALL BE REPRODUCIBLE AS -BUILT DRAWINGS WHICH INDICATE THE TEST POINTS AND ASSOCIATED REFERENCE POINTS NOTED IN THE BALANCE REPORT. FANAL REPORT SHALL BE SUBMITTED TWO WEEKS AFTER COMPLETING THE BALANCING. NO FINAL PAYMENTS WILL BE MADE UNTIL RECEIPT & APPROVAL OF FINAL REPORT. 13. CLEANING DUCT AND EQUIPMENT: A. THOROUGHLY CLEAN ALL DUCTWORK OF ALL FOREIGN SUBSTANCES, INSIDE AND OUT, BEFORE BEING TESTED OR OPERATED. B. IF PART OF A SYSTEM SHOULD BE STOPPED BY FOREIGN MATTER AFTER BEING PLACED IN OPERATION, THAT PART SHALL BE DISCONNECTED, CLEANED, AND RECONNECTED WHEREVER NECESSARY TO LOCATE AND REMOVE OBSTRUCTION. ANY WORK DAMAGED IN THE COURSE OF REMOVING OBSTRUCTION SHALL BE REPAIRED OR REPLACED WHEN THE SYSTEM IS RECONNECTED, AT NO ADDITONAL COST TO THE OWNER. C. DURING THE COURSE OF CONSTRUCTION, ALL DUCTS SHALL BE CAPPED IN AN APPROVED MANNER TO INSURE ADEQUATE PROTECTION AGAINST THE ENTRANCE OF FOREIGN MATTER. D. THE HVAC AIR SYSTEM SHALL NOT BE BROUGHT INTO OPERATION FOR TESTING PURPOSE WITHOUT NEW FILTERS INSTALLED IN ALL APPLICABLE AIR -HANDLING DEVICES. PRIOR TO ACCEPTANCE OF THE SYSTEM BY THE OWNER, HVAC CONTRACTOR SHALL PROVIDE COMPLETE NEW SETS OF FILTERS. 14. TESTING: A. ALL TESTS SHALL BE MADE IN THE PRESENCE OF AN AUTHORIZED REPRESENTATIVE OF THE OWNER. CONTRACTOR SHALL PROVIDE NOT LESS THAN TEN (10) DAYS NOTICE TO THE ARCHITECT BEFORE MAKING ANY TESTS. B. CLEANING: 1. THE CONTRACTOR SHALL, AFTER SATISFACTORY COMPLETION OF ALL PRESSURE TESTS, AND AFTER TEMPORARY OPERATION, PROPERLY CLEAN EVERY PIECE OF APPARATUS FURNISHED UNDER THIS CONTRACT UPON COMPLETION OF THE WORK. C. MISCELLANEOUS: 1. AFTER SATISFACTORY PASSING OF THE TESTS IN THIS SECTION AND AFTER ALL NECESSARY ADJUSTMENTS HAVE BEEN MADE, THE CONTRACTOR SHALL TEST THE COMPLETE SYSTEM FOR TWO (2) DAYS UNDER REGULAR OPERATING CONDITIONS OR LONGER AS MAY BE REQUIRED TO ESTABLISH COMPLIANCE WITH ALL PLANS AND SPECIFICATIONS. EACH TEST SHALL BE CONDUCTED DURING THE FIRST YEAR FOLLOWING SUBSTANTIAL COMPLETION WHEN A SUITABLE (TEST) SPACE COOLING LOAD IS AVAILABLE. 15. UNDERGROUND CHILLED WATER PIPING: A. CHILLED WATER PIPING SHALL BE COPPER PIPE WITH MAXIMUM PRESSURE RATING 250 PSIG. MAXIMUM TEMPERATURE 2007. B. ALL TUBING SHALL BE U.S. DOMESTIC SEAMLESS TYPE K OR TYPE L HARD DRAWN COPPER CONFORMING TO ANSI B16.22 AND ASTM B 88 AND SHALL BE SUITABLE FOR BRAZING AND SOLDERING. TYPE K SHALL BE USED FOR ALL UNDERGROUND SERVICE. TYPE L SHALL BE USED ABOVE GROUND. C. ALL SIZES SHALL BE BRAZED JOINTS. WHERE CONNECTING TO BRASS OR FLANGED VALVES, FITTINGS AND EQUIPMENT, TRANSITIONS FROM BRAZED JOINTS TO SCREWED OR FLANGED SHALL BE MADE AS OUTLINED UNDER FITTINGS. IT SHALL BE NECESSARY TO HAVE COMPLETE SEPARATION OF THE BRASS OR COPPER PIPE OR FITTING FROM ANY FERROUS CONNECTION. TO MAKE SUCH CONNECTIONS, THEY SHALL BE MADE WITH FLAT FACE FLANGES SEPARATED BY OVERSIZE FULL FACE TEFLON GASKETS. SCREWED CONNECTIONS BETWEEN FERROUS METALS AND BRASS OR BRONZE SHALL NOT BE PERMITTED. THE FLANGED CONNECTIONS SHALL BE MADE WITH BOLTS SEPARATED FROM THE FLANGE METAL BY MICARTA SLEEVE INSERTS AND WASHERS. D. ALL BRAZING ALLOY USED IN ASSEMBLING SOCKET -TYPE JOINTS SHALL BE SILVER -SOLDER OR SIMILAR HIGH -MELTING POINT (AT LEAST 1000-F.) BRAZING METAL. E. BRAZING FLUX SHALL BE WATER -MIXED SILVER -BRAZING FLUX OF HIGH QUALITY, WITH GOOD FLUXING ACTION AND EASE OF REMOVAL FROM THE ASSEMBLY AFTER BRAZING. F. FITTINGS SHALL BE WROUGHT -COPPER SOLDER -JOINT FITTINGS CONFORMING TO ANSI B16.22; EXCEPT WHERE SHOWN ON THE DRAWINGS TO CONNECT TO VALVES, FITTINGS AND EQUIPMENT. THE MATERIAL SHALL BE SUCH THAT IT IS COMPATIBLE WITH COPPER PIPE MEETING ASTM B 88. G. CHILLED WATER PIPE INSULATION SHALL BE FACTORY FABRICATED FOAMGLAS PIPE COVERING DENSITY NOT LESS THAN 8.5 LBS. PER CU. FT., CONDUCTIVITY (k) NOT HIGHER THAN .35 AT 75- MEAN TEMPERATURE DIFFERENCE. APPLY AS-J VAPOR BARRIER JACKET AND STAINLESS STEEL BANDING. INSULATION THICKNESS SHALL BE 1-1/2". H. VALVES, FITTINGS, STRAINER, EXPANSION TANK AND OTHER COMPONENTS: PRE -MOLDED OR JOB -FORMED COVER OF THE SAME MATERIAL AS PIPE COVERING. FINISHED INSULATION THICKNESS SHALL BE NOT LESS THAN FOR ADJACENT PIPE. AP ARMAFLEX 2000 INSULATION OF THE REQUIRED THICKNESS TO GIVE EQUAL THERMAL EFFICIENCY MAY BE USED FOR TANKS, STRAINERS, AND OTHER ODD -SHAPED INSULATION COVERAGES. 16. CHILLED WATER PIPE TESTING: A. GENERAL: TEST ALL PIPING SYSTEMS TO ASSURE THAT THEY ARE ABSOLUTELY LEAK FREE. PIPE TO BE INSULATED SHALL BE PROVED LEAK FREE BEFORE ANY INSULATION IS APPLIED. WHEREVER PIPES WILL BE CONCEALED, TESTS SHALL PROVE LEAK FREE BEFORE PIPE IS CONCEALED. B. TEST METHOD: USE METHOD SUITABLE FOR TYPE OF PIPING SYSTEM BEING TESTED. FOR PRESSURE PIPE, USE A TEST PRESSURE EQUAL TO THE WORKING PRESSURE RATING OF THE LOWEST PRESSURE RATED VALVES IN EACH PRESSURE ZONE. DURING THE TEST PERIOD, INSPECT ALL PIPE FITTINGS AND ACCESSORIES IN THE PIPING AND ELIMINATE ALL LEAKS. C. THEREAFTER, WHERE CONDITIONS PERMIT, SUBJECT EACH PIPING SYSTEM TO ITS NORMAL OPERATING PRESSURE AND TEMPERATURE FOR NOT LESS THAN TWENTY-FOUR (24) HOURS. THE PIPING SYSTEMS MUST REMAIN ABSOLUTELY TIGHT DURING THIS PERIOD. THE SATISFACTORY COMPLETION OF ANY TEST OR SERIES OF TESTS WILL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR ULTIMATE PROPER AND SATISFACTORY OPERATION OF PIPING SYSTEMS AND THEIR ACCESSORIES. 17. CONDENSATE DRAINS: A. PROVIDE CONDENSATE DRAIN PIPE FROM SPLIT SYSTEM AIR HANDLING UNIT TO DRYWELL. ROUTE AS REQUIRED TO MAINTAIN 1/8" PER FOOT SLOPE. PROVIDE FRENCH DRAIN PER DETAIL. B. PROVIDE AN AUXILIARY DRAIN PAN AND DRAIN LINE UNDER ALL AIR HANDLING UNITS OR FAN COIL UNITS. SECONDARY DRAIN LINE SHALL RUN TO READILY VISIBLE LOCATION OR PROVIDE FLOAT SWITCH TO SHUT DOWN UNIT. C. CONDENSATE DRAIN PIPING SHALL BE TYPE 'L' HARD DRAWN COPPER SWEAT OR SCREWED, OR SCHED. 40 GALVANIZED STEEL WITH SCREWED FITTINGS. PROVIDE TRAP OF HEIGHT REQUIRED FOR AIR SEAL AS SHOWN ON MECHANICAL DETAIL DRAWING. PROVIDE SCREW PLUG CLEANOUT AT EACH CHANGE OF DIRECTION. CONDENSATE DRAINS FOR RTU'S MAY BE SCHEDULE 40 PVC. 18. CONDENSATE DRAIN PIPE INSULATION: A. MATERIALS: FLEXIBLE CLOSED CELL PIPE INSULATION, 1/2" THICK, CONDUCTIVITY (k) NOT HIGHER THAN .28 AT 75 F MEAN TEMPERATURE DIFFERENCE, SIMILAR TO AP ARMAFLEX 2000 WITH "ARMAFLEX FINISH" COAT. 19. RECORD DRAWINGS: A. OBTAIN, AT CONTRACTOR'S EXPENSE, A SET OF WHITE PRINTS AND KEEP THESE ON JOBSITE DURING CONSTRUCTION. DURING COURSE OF CONSTRUCTION, MARK ON THESE PRINTS ANY CHANGES WHICH ARE MADE, NOTING PARTICULARLY LOCATIONS OF THOSE ITEMS WHICH WILL NEED TO BE LOCATED FOR SERVICING. B. AT THE COMPLETION OF THE JOB, OBTAIN A SET OF CAD DISKS AND INCORPORATE ALL CHANGES ON THE WORK PRINTS. THIS MUST BE DONE BY A SKILLED DRAFTSMAN. MARK EACH SHEET "RECORD DRAWING", WITH DATE AND DELIVER ONE FULL SET OF REPRODUCABLE DRAWING PLOTS AND THE CAD DISKS TO THE ARCHITECT. 20. REFRIGERANT PIPING: A. REFRIGERANT SUCTION AND VAPOR LINES SHALL BE INSULATED WITH I" THICK OWENS-CORNING 'ARMAFLEX' OR APPROVED EQUAL. INSULATION SHALL BE INSTALLED WITHOUT CUTTING. EXPOSED LINES SHALL HAVE ADDITIONAL ALUMINUM OR ALL -SERVICE JACKET. ALL REFRIGERANT LINES BELOW GRADE OR FLOOR SHALL BE IN PVC SLEEVE SEALED AT BOTH ENDS. MINIMUM 6" INSIDE DIAMETER SLEEVE. ELASTOMERIC INSULATION SHALL BE U.L. APPROVED FOR USE IN RETURN AIR PLENUM. B. REFRIGERANT PIPING SHALL BE TYPE 'L' COPPER ACR TUBING. JOINTS SHALL BE WROUGHT COPPER STREAMLINED SWEAT FITTINGS. SOLDER: SIL-FOS, EXEPT ON VALVES USE SOLDER RECOMMENDED BY MANUFACTURER. C. INSULATE ALL FITTINGS ON REFRIGERANT LINES TO PREVENT ANY CONDENSATION. D. NO SWEAT FITTINGS SHALL BE USED BELOW SLAB. E. PROVIDE ULTRA -VIOLET RESISTANT PROTECTIVE FINISH ON ALL ELASTOMERIC PIPE INSULATION EXPOSED TO SUNLIGHT. MATERIAL SHALL BE AS RECOMMENDED BY MANUFACTURER OF INSULATION. 21. FIRE ALARM AUTOMATIC SHUTDOWN: A. PROVIDE SMOKE DETECTORS IN THE SUPPLY AND RETURN AIR DUCT FOR ALL AIR HANDLING EQUIPMENT ABOVE 2,000 CFM. AIR HANDLING EQUIPMENT SHALL SHUT DOWN BY MEANS OF FIRE ALARM UPON DETECTION OF SMOKE IN ACCORDANCE WITH NFPA AND STANDARD MECHANICAL CODE REQUIREMENTS. PROVIDE AUDIBLE/VISUAL ALARM AND REMOTE TEST STATION. PROVIDE ALL REQUIRED POWER AND CONTROL WIRE. KIM"BALL A550CIATE5 r,\ I Architects and Engineers Inc. G 15 West Highland Avenue Ebensburg, Pa. 15931 (814) 472 - 7700 GMP DOCUMENTS consulting engineers inc Texas (713) 977-3430 Florida (407) 660-9099 Engineering Business No 8029 (FL) 7660 Woodway Suite 400 Houston, TX 77063 1051 Winderley Place Suite 101 Maitland, FL 32751 www.chpengr.com 01-1200-0279 EASTERN ISOTOPE, INC. 13G COMMERCE NAY 5ANFORD, FLORIDA 32771 Lila= .... . 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O9 NOT USED O1 �I�V �0�� 1 SCALE:1/8"=1'-0" 3 �-14x14 UP TO I ,:% EF-3 ON ROOF 1 I AND EXHAUST FAN. 11 FIELD FABRICATE PLENUM. 12 NOT USED 13 CAP DUCT FOR FUTURE CONNECTION. 14 EXPLOSION PROOF THERMOSTAT. 15 NOT USED 4 16 INSTALL EXHAUST AIR AND SUPPLY AIR DUCTWORK AT SLOPED ANGLE THROUGH CONCRETE VAULT. DUCTWORK SHALL BE SLEEVED. TYPICAL FOR VAULTS 1AND2. 17 PROVIDE FINAL CHS/R CONNECTIONS TO CYCLOTRON AS COORDINATED WITH EQUIPMENT. 18 VVT-5 �_ MIN. CFM 1200 0 MAX. CFM REFER TO PLAN FOR DAMPER SIZE. 3i 80 A <I E . , 140 _`; J '€: 1 x1 P TO 6 6 U RH-2 ON ROOF z: f :.: `.r, , .. : {{: " 80 A ` 160 " 12 0 11 10"0 B B 360 (TYP. 2) f /. -320 ! • / I {E VWf p 18 i }£E —5 1 0 200 (TYPICAL) ) F ,;z:: 11 f ' -(BYPASS"'DAMPER) . 12x1 1. , �`' ;` 11 III E#€ ££: s. RH-1 " ,II ON ROOF B 18x18 880 TYP. 2 19 PROVIDE A SIDE ACCESS RIGA-SORB INSULATED FILTER HOUSING WITH (4) 24%24"x2" MODEL 80-R RECHARGABLE CARBON FILTER. 20 REDUNDANT CHILLER, PIPE AND VALVE SUCH THAT CHILLER CAN BACK UP EITHER PRIMARY CHILLER. 21 LOCATE CHS/R PIPING IN SLEEVES. ROUTE PIPE AS INDICATED ON DRAWING. 22 LOCATE PIPING IN FLOOR TRENCH. ROUTE UNDER RAISED FLOOR IN POWER SUPPLY ROOM. PIPING SHALL BE LOCATED IN SLEEVES AT VAULTS 1 AND 2. I I I n I - -.... .,,,.,..... / .; M......._.....k..,.»».»..._ d ,, I €: g / _ fE { ,. , E 0 /%:' •i.I f: - .. .. : -: r 1 ' is _ % . t r : w µM s- fm M I €: it t . r . ,.. .« , — .... ......... ............... !... its-- _� _""1 r" _ ' 3 _ f '/2 } CHS . } - 1�, .:' : </ /,:" • /.. ' ': .._-. .:..r'f }.«mod T. �>..t ' „w. �j .. / , , ... I v1 ,.... �: "i` s, J�, 1 <� I I � I � EI T r,,.,ti x�:%, 1 - �, } t �, s"- y £ „_,. _.,_ -,.... :I CAM `�i 1 j -�i� 3 s^ _ i _. I `s rr: E £ f: •• ''fFF ' r' '' I ( / A ` 1 / .' 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Architects and 9 En veers Inc G 15 West hi�yII hland Avenue J Ebensburg, Pa. 15931 814 77 - 472 00 IN 111208111111111mmimmum GMP DOCUMENT5 consulting engineers inc Texas 713 977-3430 Florida (407) 660-9099 Engineering Business No 8029 FL 7660 Woodway Suite 400 Houston, TX 77063 1051 Winderley Place Suite 101 Maitland, FL 32751 EA5TERN 150TOPF5, INC. SANFORD f LORI DA C V11C.107'M .i�r ; : i WATER ING _ ECHA; ICAL :. 3.. ., a //fi�tt a f ( :.d .Fs ' l� .- J. . L . ..x, y !: • ! Y.' L..£` L :3'; ,.'S'% `t•• `::v ,c ' (`, ~_•. # T; is a � Ia >y'1 F ,..a.»"_,>:."""`-,,...--.,.,,,»'�,....,_,w. V.:,� __I'" JPVC SLEEVE THROUGH �.. �._. £, ............................. ' -:;., {' _ :,.� �: VAULT, TYPICAL FOR I i#.a..F..'I. ALL PENETRATIONS rmm �, , y ; ,_ ,A, ,: 1., 11 ' '#' • '"" f5.. ` " em• ». 44 I 1a �{ »emu F t.,„,. _,•„_ r;.:.�.....i,,.,, . . [ . ': F 2 ....1. ......... ....f.:.,..........,,...:.,..:a:,'... ' ::.. ,. .t::..':.. � •r •' S i.t. k �� $ .11 .::.: s _.:::::.:........ { I ......... .,.. .. ... ........: f s E i:.: ,....,.:.5 i,,,......,_.: EXHAUST AIR I, ki il • 'mmimm mA"W"I [ -�e k WAIL U. � " %JJ SCALE:1/8"=1'-0" 136 COMMERCE WAY 5ANFORD, FLORIDA 32771 NOTE: NOT ALL SYMBOLS TABULATED BELOW ARE NECESSARILY USED ON THE DRAWINGS. SYMBOLS DESCRIPTION SYMBOLS DESCRIPTION GATE VALVE SD SMOKE DAMPER CHECK VALVE FS COMBINATION FIRE/SMOKE DAMPER GLOBE VALVE --- 5v PLUG VALVE FD FIRE DAMPER ®-lJ BUTTERFLY VALVE O FIRESTAT STRAINER O HUMIDISTAT 3/4" GATE VALVE WITH HOSE CONNECTION T� THERMOSTAT BALL VALVE MT MONITOR THERMOSTAT RS REFRIGERANT SUCTION LINE RL REFRIGERANT LIQUID LINE. BC BYPASS CONTROLLER TEST PLUG VD OR ADJUSTABLE VOLUME DAMPER 0 MOTORIZED DAMPER GAUGE STATION WITH COCK BD BAROMETRIC DAMPER THERMOMETER Q SMOKE DETECTOR (BY DIVISION 16) THERMOMETER WELL FLEXIBLE CONNECTION PRESSURE RELIEF VALVE OA OUTSIDE AIR PRESSURE REDUCING VALVE RA RETURN AIR y Av AIR VENT MECHANICAL EQUIPMENT FLOW METER ® CEILING SUPPLY DIFFUSER ----} UNION OR FLANGE E CEILING RETURN OR EXHAUST GRILLE FLOW CONTROL VALVE N ll. 01 INDICATES REFERENCE TO SECTION 01, CHS CHILLED WATER SUPPLY M-3 r SHEET M-3 CHR CHILLED WATER RETURN CD CONDENSATE DRAIN NEW DUCTWORK MECHANICAL SYMBOLS CONDENSING UNIT CU-2 CU-3 (100% OA) COMPRESSORS 1 1 NOMINAL TONS 12.5 7.5 SUCTION TEMPERATURE 45 45 AMBIENT 95 95 MANUFACTURER CARRIER ADDISON MODEL NUMBER 38AKS014 RCA101 S.E.E.R. 11.8 10.1 AIR HANDLING UNIT AHU-2 AHU-3 (100% OA) NOMINAL TONS 10 7•5 CABINET HORIZONTAL HORIZONTAL COOLING COIL SINGLE SINGLE ELECTRIC HEATER (KW) 25 19 FAN MOTOR SIZE HP 3.7 .5 SUPPLY AIR CFM 4000 1280 E.S.P. (IN.) 1.0 •6 TOTAL CAPACITY (MBH) 156.7 97.9 SENSIBLE CAPACITY (MBH) 119.2 49.8 OUTSIDE AIR CFM 1000 1280 ENTERING AIR (DB/WB) 85 68.2 94 76 LEAVING AIR (DB/WB) 57.3 55.8 56.5 55.9 MANUFACTURER CARRIER ADDISON MODEL NUMBER 40RM012 HCA101 FILTERS THROWAWAY THROWAWAY FILTER QUANTITY/SIZE 4 - 16"x24"x2" 2 - 16"x25" 1 - 20N25" SPLIT SYSTEM A/C UNIT TYPE----_., �-NECK SIZE AND DUCT RUN -OUT SIZE, NOTE: REFER TO ARCHITECTURAL REFLECTED CEILING PLAN KEY:- UNLESS NOTED OTHERWISE. FOR CEILING, DIFFUSER BORDER TYPE, AND FINAL 1 A LOCATION OF AIR DEVICES. �-CFM TYPE DESCRIPTION MANUFACTURER AND MODEL NU. SPECIFICATIONS A SUPPLY DIFFUSER TITUS PAS PERFORATED FACE SUPPLY AIR GRILLE FOR LAY -IN OR SURFACE MOUNTING CEILING. BAKED ENAMEL WHITE FINISH. 24"x24" FACE U.N.O. B CEILING RETURN AND/OR EXHAUST GRILLE TITUS PAR PERFORATED FACE RETURN AIR GRILLE FOR LAY -IN OR SURFACE MOUNTING CEILING. BAKED ENAMEL WHITE FINISH. 24"x24" FACE U.N.O. OPPOSED BLADE DAMPER. C SIDEWALL SUPPLY GRILLE. TITUS 272RS SIDEWALL SUPPLY GRILLE, DOUBLE DEFLECTION, ADJUSTABLE VERTICAL FACE, HORIZONTAL REAR BLADE, ALUMINUM CONSTRUCTION, OPPOSED BLADE DAMPER, BAKED ENAMEL FINISH. EXHAUST OR RETURN REGISTER TITUS 3FL LINEAR BAR TYPE EXH./RET. GRILLE 1 /8" BARS ON 1 /2" SPACING PARALLEL TO LONG DIM., ALL ALUM. CONSTRUCTION, NATURAL ANODIZED FINISH. BAR DEFLECTION ANGLE 15 DEGREES, O.B.D.. AIR DEVICE SCHEDULE 102 DESIGNATION EF-1 EF-2 EF-3 LOCATION INLINE INLINE ROOF SERVICE ELECTRICAL RM. GAS RM. VAULTS 1 & 2 MANUFACTURER GREENHECK GREENHECK GREENHECK MODEL NO. BSQ SERIES SO SERIES CUBE SERIES SEE NOTE NO. 1,2,6 1,2,3,6 1,2,4,5 FAN DATA TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL DRIVE BELT DIRECT BELT CFM 1100 130 1280 STAT. PRESSURE "WG .25 .35 .70 MOTOR HP (MIN.) 1 /4 1 /6 1 /3 RPM (MAX.) 1490 1140 1422 AHU-2 SEQUENCE OF OPERATION: AHU-2 SHALL BE CONTROLLED BY THE VVT SYSTEM. THE SYSTEM SHALL CONSIST OF A MULTIPLE ZONE CAPACITY PROGRAMMABLE, COMMUNICATING MONITOR THERMOSTAT, WITH TIME CLOCK FUNCTION FOR START/STOP CONTROL, NIGHT SETBACK FUNCTION, AND AUTOCHANGEOVER. THE SYSTEM SHALL ALSO HAVE MULTIPLE ZONE CONTROLLERS, BYPASS CONTROLLER, AND THE REQUIRED INPUT SENSORS AND INPUT COMPONENTS. THE VVT MONITOR THERMOSTAT SHALL ACCESS ZONE DEMAND FOR HEATING AND COOLING FROM EACH ZONE SLAVE THERMOSTAT AND USE THIS INFORMATION TO CONTROL THE AIR HANDLER BASED ON ZONE DEMAND. THE VVT MONITOR SHALL COMMUNICATE WITH ITS ZONE CONTROLLERS AND BYPASS CONTROLLER ON A COMMUNICATION BUS NETWORK. ZONE CONTROLLERS SHALL MODULATE THE ZONE DAMPERS FROM DESIGN AIR FLOW TO 30% OF DESIGN AIR FLOW TO MAINTAIN SPACE TEMPERATURE. THE BYPASS IS TO ACCOUNT FOR FLUCTUATIONS IN THE SUPPLY AIR PRESSURE CAUSED BY THE ZONE DAMPERS MODULATING TO SATISFY INDIVIDUAL SET POINTS. THE SYSTEM SHALL BYPASS AIR FROM THE SUPPLY SIDE OF THE UNIT TO THE RETURN SIDE. IN AUTO POSITION THE MONITOR THERMOSTAT SHALL START AIR HANDLER AND CONDENSING UNIT AND ENERGIZE STAGES OF HEAT TO MAINTAIN SETPOINT. 100% OUTSIDE AIR AHU-3 SEQUENCE OF OPERATION: UNIT START/STOP CONTROLLED BY TIME CLOCK FUNCTION ON MANUFACTURED SUPPLIED PROGRAMMABLE THERMOSTAT. EVAPORATOR FAN OPERATION IS CONTINUOUS IN THE OCCUPIED MODE. LEAVING AIR TEMPERATURE IS MAINTAINED BY INTERNAL SUCTION PRESSURE SENSOR WHICH SHALL UNLOAD THE COMPRESSOR TO MATCH OUTDOOR CONDITIONS. PROVIDE HOT GAS REHEAT COIL CONROLLED BY SPACE THERMOSTAT TO MAINTAIN SPACE SETPOINT. PROVIDE SUPPLIMENTAL ELECTRIC HEAT TO PREHEAT OUTSIDE AIR IN LOW TEMPERATURE OPERATION. ELECTRIC HEAT SHALL BE CONTROLLED BY SPACE THERMOSTAT. GENERAL NOTES: 1. REFERENCE ELECT. DRAWINGS FOR ELECT. CHARACTERISTICS. 2. ESTIMATED EXTERNAL STATIC PRESSURE INCLUDES LOSSES THROUGH DUCTWORK, AIR DEVICES, SOUND ATTENUATORS, DIRTY FILTER, ETC. 3. AHU INTERNAL STATIC PRESSURE SHALL INCLUDE LOSSES THROUGH COILS, CASING, AND INTERNAL DAMPERS. 4. REFRIGERANT PIPING TO BE SIZED PER MFR'S RECOMMENDATIONS. PROVIDE CRANKCASE HEATER, OVERSIZED LINES, SUCTION ACCUMULATOR OR OTHER OPTIONS AS NECESSARY FOR LENGTHS OR PIPE RUNS ENCOUNTERED. 5. PROVIDE HOTGASS BY-PASS FOR 100% OA UNIT. me NOTES: 1. REFERENCE ELECTRICAL DRAWINGS FOR ELECTRICAL CHARACTERISTICS. 2. PROVIDE BACKDRAFT DAMPER. 3. PROVIDE EXPLOSION PROOF MOTOR AND THERMOSTAT. a. SWITCH - NEMA 7&9, TOGGLE, MOUNTED & WIRED, DIV. 1 WIRING. b. MOTOR W/ THERMAL OVERLOADS.- c. ALUMINIUM HOUSING. d. PERFORMANCE BAFFLE 130 CFM @ .35 SP. e. NEOPRENE HANGING ISOLATORS AND BRACKETS. f. PERFORMANCE BAFFLE SIZE = 4 3/4" 4. PROVIDE CARBON FILTER. SEE KEY NOTE 19 ON M1.01 FOR DETAILS. 5. INTERLOCK START/STOP CONTROL WITH AHU-3. 6. START/STOP CONTROL THROUGH SPACE MOUNTED THERMOSTAT. EF-2 REQUIRES AN EXPLOSION PROOF THERMOSTAT. at DESIGNATION RH,-• 1 RH-2 - - SERVICE OA INTAKE OA INTAKE - - CFM 1000 ' 1280 - - THROAT SIZE 14x14 16x16 - - PD (IN WG) .071 .071 - - NOTES 1,2 1,2 - - NOTES: 1. MAXIMUM INTAKE VELOCITY SHALL BE 800 FPM. 2. PROVIDE INSECT SCREEN AND 12" PREFABRICATED ROOF CURB. w HEAT DATA MBH (KW) 15 STAGES OF HEAT 2 NOTES: 1. REFERENCE ELECT. DRAWINGS FOR ELECT. CHARACTERISTICS, PROVIDE DISCONNECT SWITCH. 2. ESTIMATED EXTERNAL STATIC PRESSURE INCLUDES LOSSES THROUGH DUCTWORK, AIR DEVICES, SOUND ATTENUATORS, ETC. 3. AHU INTERNAL STATIC PRESSURE SHALL INCLUDE LOSSES THROUGH COILS, CASING, INTERNAL DAMPERS, AND 0.25" W.G. FOR DIRTY FILTERS. 4. FAN -FORWARD CURVED BLADES, 1000 RPM (MAX.). 5. PROVIDE ADVANCED MICROPROCESSOR CONTROL. 6. PROVIDE SHUTDOWN RELAY AND SMOKE DETECTOR, PROVIDE HEAT LOCKOUT RELAY. AHU-1 SEQUENCE OF OPERATION: PROVIDE MANUFACTURED SUPPLIED THERMOSTAT WITH AUTOCHANGEOVER, COOLING, DUAL STAGE HEATING, AND ON/OFF CONTROL. THERMOSTAT SHALL PERFORM TIME CLOCK FUNCTION FOR START/STOP CONTROL AND NIGHT SETBACK FUNCTION. IN AUTO POSITON THE THERMOSTAT SHALL START AIR HANDLER AND CONDENSING UNIT IN SEQUENCE AND ENERGIZE STAGES OF HEAT TO MAINTAIN SETPOINT. DESIGNATION �u-t SERVICE P. SUPPLY/TECH. RM. TYPE HORIZONTAL ARRANGEMENT HORIZONTAL MANUFACTURER COMPu-AIRS MODEL N0. idlCA - SPLIT SEE NOTE NUMBER t-6 INDOOR BLOWER DATA TOTAL CFM 3,350 OUTSIDE AIR CFM o EST. EXT. S.P." W.G. 0.50 MOTOR H.P. (MIN.) 2 TYPE Fc COOLING COIL DATA MAX. FACE VEL. (FPM) soo GRAND SENSIBLE MBH 97,320 GRAND TOTAL MBH tt0,t00 EAT/LAT ('F D.B.) 75/55 CONDENSER UNIT DATA Cu-t AMBIENT TEMP. 'F 95 N0. FANS 2 MODEL NO. AIR COOLED Archlycis and Enqneers Inc. 6 15 West Highland Avenue 5en5burg, Pa. 15931 (8 14) 472 - 7700 consulting engineers inc Texas (713) 977-3430 Florida (407) 660-9099 Engineering Business No 8029 (FL) 7660 Woodway Suite 400 Houston, TX 77063 1051 Winderley Place Suite 101 Maitland, FL 32751 www.chpengr.com •�_ l O i - i 200-42%9 ETERN 150TOPE5, INC. , lv� 136 COMMERCE WAY ANFORD, FLORIDA 32771 t3rsanng Trtaa 5CEV Ll LL.. AND 5YM15OL5 - MECHANICAL 1 DUCT SIZE IS SAME AS SCHEDULED NECK CONNECTION OF DIFFUSER SECURE FLEXIBLE DUCT TO DUCT - COLLAR AND SPIN -IN FITTING WITH STAINLESS STEEL SET SCREWS AND DUCT TAPE OR MASTIC TAPE ADJUSTABLE ELBOW. SEAL JOINTS WITH DUCT SEALANT AFTER ADJUSTMENT INSULATED FLEXIBLE DUCT MAX. LENGTH 6'-0" INSULATION APPLY SEALANT TO JOINT . ALL AROUND ON BOTH SIDES OF WALL - RETAINING ANGLES I DUCTWORK: SEE PLANS � FOR SIZE AND CONT. FASTEN DUCT TO SLEEVE WITH "S" SLIP ON TOP & BOTTOM & DRIVE SLIP ON SIDES RE: SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS NOTE: DUCT SCHEDULED NECKCONNECTION ZE I M E AS THE FLANGED BELLMOUTH FITTING MUST BE PROVIDED, WHERE SC DIFFUSER HEIGHT OF DUCT SHOWN ON PLANS CAN ACCOMMODATE THE FITTING. OF ONLY WHERE THE DUCT HEIGHT DOES NOT ALLOW THE INSTALLATION SECURE FLEXIBLE DUCT OF BELLMOUTH FITTING, PROVIDE SPIN -IN FITTING. FLEX DUCT MAY BE TO DUCT COLLAR AND LOCATED IN RISER OR HORIZONTAL RUN. SPIN -IN FITTING WITH S.S. SCREW CLAMP SPIN -IN FITTING INSULATED FLEXIBLE DUCT WITH DAMPER MAX. LENGTH 10'-0" ADJUSTABLE ELBOW. SEAL JOINTS WITH DUCT SEALANT AFTER ADJUSTMENT DAMPER - EXTEND DAMPER OPERATOR THRU INSULATION FIRE RATED WALL PROVIDE CLEARANCE ON TOP & SIDES FOR EXPANSION (1/4" MIN) GALVANIZED SLEEVE FIRE DAMPER ACCESS DOOR. LABEL "FIRE DAMPER ACCESS" VERTICAL GUILLOTINE TYPE FIRE DAMPER WITH UL RATING & STAMP RETAINING ANGLES SHALL BE A MIN. 2"x2"x 14 GA. AND SHALL BE SECURED TO SLEEVE WITH 1/2" WELDS AT 6" O.C. DO NOT SECURE ANGLES TO WALL. PROVIDE ANGLES ON ALL FOUR SIDES OF SLEEVE AND BOTH SIDES OF WALL. VERTICAL FIRE DAMPER NOT TO SCALE j j AHU % ' j UNIT TYPE: DRAW THRU O DIMENSION TO BE 1" GREATER THAN SUCTION PRESSRE OF OF UNIT (IN. W.G.) O DIMENSION TO BE 1/2 TOTAL PRESSURE OF UNIT (IN. W.G.) MAINTAIN SERVICING ACCESS SCREW PLUG SUPPLY DUCT INSULATION CEILING DIFFUSER NOTE: IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO INSURE THE UNIT IS INSTALLED LEVEL ON MOUNTING FRAME. I I I I UNIT BASE RAIL PRE-FAB ROOF CURB FURNISHED WITH UNIT. RESILIENT GASKET N.R.C.A. APPROVED - ROOFING MATERIALS REF. ARCHITECTURAL--\ 1-10 n� �00 ROOF CONSTRUCTION SEE ARCHITECTURAL 03 I ROOF CURB DETAIL NOT TO SCALE TO HUB DRAIN DAMPER EXTEND DAMPER OPERATOR THRU INSULATION - WOOD NAILING STRIP RIGID INSULATION. fCONTROL & POWER INSIDE CURB ' ^"' PROFILE E HOOD AIR CONDENSING 04 UNIT DETAIL NOT TO SCALE POWER WIRING ROUTED THRU CURB TO DISCONNECT SWITCH ATTATCH FAN TO WOOD NAILER WITH LAG SCREWS ON ALL SIDES PREFABRICATED ROOF CURB WITH INSULATION ROOF ....... ELECTRICAL POWER WIRING RE: ELECT. DRAWINGS EXHAUST DUCT TO TRANSITION TO UNIT INLET SIZE FLANGED BELLMOUTH FITTING WITH DAMPER SUPPLY DUCT I Imi I ROOF MOUNTED CONDENSATE DRAIN ROOF HOOD INTAKE DETAIL EXHAUST FAN DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE m I i ROUND BRANCH DUCT-\ VOLUME DAMPER SPIN -IN BELLMOUTH FITTING FLOW -- ROUND BRANCH DUCT VOLUME DAMPER RECTANGULAR _ TO ROUND TAP FLOW NOTES: "B" �- 1. USE TYPE "A" CONNECTION 3. USE TEE SPLIT WHERE BRANCH ONLY FOR BRANCHES TO FLOW IS MORE THAN 20% OF SINGLE DIFFUSERS, TERMINAL MAIN. BOXES OR GRILLES FROM THE 4. FOR TYPE "A" CONNECTION TO MAIN. DIFFUSERS, THE ROUND DUCT 2. USE TYPE "B" OR "C" BRANCH RUN -OUT SIZE SHALL BE THE WHERE BRANCH FLOW IS 20% SAME SIZE AS THE NECK OF OR LESS OF MAIN. DIFFUSER, UNLESS OTHERWISE INDICATED. MAIN DUCT TRANSITION TO SIZE EQUAL TO DEPTH AND WIDTH OF BRANCH DUCTS REFER TO PLANS J FOR BRANCH DUCT JJJJ SIZES FLOW JJJ VOLUME DAMPER RECTANGULAR BRANCH DUCT VOLUME DAMPER 01 BRANCH NOT TO SCALE DUCT DETAILS 02 1. CONDENSING UNIT THREADED ROD VIBRATION HANGER W/ NEOPRENE 2. COMPRESSOR ACCESS PANEL FASTENED TO STRUCTURE ISOLATOR, TYPE BSRA COMBINATION SPRING AND RUBBER -IN -SHEAR 3. BACK -SEATED REFRIGERANT VALVE REFRIGERANT HANGER W/ 30' MISALIGNMENT. PIPING. AMBER/BOOTH OR EQUAL. 4. REFRIGERANT SUCTION LINE WITH INSULATION FLEXIBLE CONNECTION 5. SIGHT GLASS WITH MOISTURE INDICATOR FLEXIBLE SA DUCT 6. REFRIGERANT LIQUID LINE CONNECTION REFER PLAN FOR SIZES 7. CONDUIT - POWER AND CONTROL 8. REFRIGERANT GAUGE CONNECTION 9. CONDENSER COIL O 10. COIL GUARD v PROVIDE UNISTRUT 11. FAN GUARD SUPPORT 12. EQUIPMENT RAIL 3/4" AUXILIARY DRAIN 1" THICK RIBBED NEOPRENE NOTES: CONDENSATE DRAIN ROUTED ISOLATION PAD LOCATED ON TO FRENCH DRAIN PER DRAWINGS ALL FOUR CORNERS OF 1. PROVIDE ACCESS TO CONDENSER AHU. AMBER/BOOTH "NRC" UNIT PER MANUFACTURER'S OR EQUAL. RA DUCT RECOMMENDATIONS. REFER PLAN FOR SIZES NOTE: AUXILIARY DRAIN PAN WITH CONDUCTIVITY SENSOR PROVIDE SMOKE DETECTOR IN TO DE -ENERGIZE UNIT ON SENSING MOISTURE IN PAN. RETURN AIR DUCT FOR UNIT PAN TO EXTEND UNDER VALUING OF UNIT AND 6" SHUT -DOWN WHEN PRODUCTS BEYOND UNIT ELSWHERE. OF COMBUSTION ARE PRESENT. 05 HORIZ. AIR HANDLING UNIT DETAIL 00 NOT TO SCALE DISCONNECT SWITCH UNDER HOOD UPBLAST ROOF EXHAUSTER RUBBER GASKET BETWEEN FAN BASE AND DUCT FLANGE ROOFING TO EXTEND UP TO TOP OF CURB �- BACKDRAFT DAMPER ATTATCHED TO BOTTOM FLANGE OF CURB DUCT ATTATCHED TO BOTTOM FLANGE OF CURB REFER TO PLANS FOR EXHAUST DUCT SIZE AND CONTINUATION VIDDATVIAI ICAI ATr%MC' CONNECTION v 00 INLINE SUPPLY FAN DETAIL NOT TO SCALE > L \ 1 0' \ .',. K" 1' K I M" 5 A L L 0. A550CIATf5 Architects and Engineers Inc. 615 West Highland Avenue Ebensburg, Pa. 15931 (814) 472 - 7700 GMP DOCUMENTS I H consulting engineers inc Texas (713) 977-3430 Florida (407) 660-9099 N Engineering Business No 8029 (FL) 7660 Woodway Suite 400 Houston, TX 77063 1051 Winderley Place Suite 101 Maitland, FL 32751 ■ WH-1 3 ( ( t E) .; `F4 i i .IS. # f MGM. kY`')i'4::?... !'Me.% 't EXIAMS o'f0:°; . ,its.. �0 r#.............................. PLUMBING KEY NOTES �1 AC-1 AIR COMPRESSOR AND REFRIGERANT DRYER. REFERENCE DETAIL 01 /P2.01 O CONDENSATE DRAIN ROUTED TO EXTERIOR OF BUILDING. �3 (6) 1/4" STAINLESS STEEL HIGH PRESSURE TUBING. �4 20' EXTENSION OF STAINLESS STEEL TUBING AT ROOM 110 FOR FUTURE CONNECTION BY OWNER. O PROVIDE 2" SANITARY, 2" VENT, 1/2" CW, AND 1/2" HW TO LABORATORY SINK LS-1. © COLD WATER POINT OF CONNECTION ABOVE CEILING. ROUTE TO LS-1. O7 SANITARY POINT OF CONNECTION WITH EXISTING SANITARY LINE. ® (4) 1/4" STAINLESS STEEL HIGH PRESSURE TUBING. O9 CUT CONCRETE SLAB FOR INSTALLATION OF SANITARY PIPING. REPAIR TO PRE —CONSTRUCTION CONDITION, 10 VENT PIPING POINT OF CONNECTION WITH EXISTING V.T.R. 11 20' EXTENSION OF STAINLESS STEEL HIGH PRESSURE TUBING AT ROOM 115 AND 116 FOR FUTURE CONNECTION BY OWNER. 12 SCHEDULE 40 PVC PIPING SLEEVE AT VAULT PENETRATION. 13 EWH-1, EWH-2, POINT —OF —USE WATER HEATER. 4 GALLON, 1500 WATT HEATING ELEMENT, 8.3 GPH RECOVERY RATE @ 80' TEMPERATURE RISE. MOUNT UNDER LABORATORY COUNTER. ROUTE T&P RELIEF AND DRAIN TO HUB DRAIN. EWH'S TO BE A.O. SMITH MODEL NO. ELC-4 OR EQUAL. 14 2" HUB DRAIN 15 (2) 1/4" STAINLESS STEEL HIGH PRESSURE TUBING. 16 PROVIDE DISTRIBUTION PIPING AT WORK STATION WITH 6 QUICK —DISCONNECT OUTLETS. 17 PROVIDE DISTRIBUTION PIPING AT WORK STATION WITH 4 QUICK —DISCONNECT OUTLETS. 18 MAKE FINAL CONNECTION WITH FIXTURE/EQUIPMENT AS COORDINATED WITH OWNER. Architects and Engineers Inc. 615 West Highland Avenue Ebensburg, Pa. 15931 (814) 472 - 7700 GMP DOCUMENT5 7660 Woodway Suite 400 Houston, TX 77063 1051 Winderley Place Suite 101 Maitland, FL 32751 www.chpengr.com s 01-1200-0279 EA5TERN 150TOPE5, INC. 136 COMMERCE WAY 5ANFORD, FLORIDA 32771 r R 9 Drawing Number PLUMBING GENERAL NOTES 1. COORDINATE ALL PIPING ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL PIPING TO AVOID DUCTWORK, ELECTRICAL RACEWAYS, AND BUILDING STRUCTURE. IF PENETRATIO NS THROUGH STRUCTURAL MEMBERS ARE REQUIRED FOR PLUMBING INSTALLATIONS, NOTIFY ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO INSTALLATION TO INSURE THAT STRUCTURAL INTEGRITY IS MAINTAINED. 2. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES EXCEPT AS SPECIFICALLY NOTED, OR IN MECHANICAL ROOMS. PIPING SHALL NOT BE RUN THRU ELECTRICAL ROOMS OR CLOSETS. 3. SLEEVE AND FIRE STOP ALL PENETRATIONS OF RATED WALLS, CEILINGS, FLOORS, ETC. IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL CODES TO MAINTAIN RATINGS. SEE SPECIFICATION. SEE ARCHITECTURAL DRAWINGS FOR RATED WALLS AND FLOORS. 4. PIPE ROUTING SHOWN IS SCHEMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN FIELD. 5. ALL PLUMBING INSTAL LATION N AND MATERIAL S B SHALL ACCORDANCE L E IN S STRICT C WITH ALL LOCAL, STATE AND FEDERAL CODES AND APPLICABLE STANDARDS, REGULATIONS AND AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. 6. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 7. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY -FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH-201. ACCEPTED MANUFACTURERS - SIOUX CHIEF, JOSAM, JAY R. SMITH, WATTS (NO.15 SERIES), WADE. AIR CHAMBERS ARE NOT ACCEPTABLE. 8. DRAINAGE PIPING SHALL SLOPE NO LESS THAN 1/8" FALL PER FOOT. 9. SEE ARCHITECTURAL DRAWINGS FOR EXACT PLUMBING FIXTURE LOCATIONS, MOUNTING HEIGHTS, DIMENSIONS, AND HANDICAPPED REQUIREMENTS. 10. ALL UNDERGROUND AND ABOVE GROUND DRAINAGE, WASTE AND VENT PIPING SHALL BE STD. WT. C.I.P.. INSTALLED IN ACCORDANCE WITH BASE BUILDING DOCUMENTS. 11. ABSOLUTELY NO PVC OR CPVC PIPING WILL BE ALLOWED IN RETURN AIR PLENUMS. 12. VERIFY INVERT ELEVATIONS AND EXACT LOCATIONS OF BUILDING SANITARY LINES TO WHICH NEW SANITARY LINES ARE TO BE CONNECTED BEFORE INSTALLATION. 13. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR METALS. 14. ROUGH —IN ALL WASTES AND SUPPLIES TO SPECIAL EQUIPMENT IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE. 15. PROVIDE 'MINIMUM AIR GAP' AS DEFINED IN ANSI A112.1.2 FOR ALL WATER DISTRIBUTION SYSTEM OUTLETS. WHERE IT IS NOT POSSIBLE TO PROVIDE MINIMUM AIR GAP, THE OUTLET SHALL BE EQUIPPED WITH AN ACCESSIBLE BACKFLOW PREVENTER COMPLYING WITH THE REQUIREMENTS OF THE 1990 STANDARD PLUMBING CODE; TABLE 500. 16. ANY PIPING IN UNCONDITIONED SPACES SHALL BE FULLY INSULATED AND PROTECTED FROM FREEZING TEMPERATURES. 17, ALL ABOVE GROUND DOMESTIC WATER PIPING SHALL BE TYPE "L" HARD DRAWN COPPER CONFORMING TO ASTM B88. 18. ALL BELOW GROUND DOMESTIC WATER PIPING SHALL BE TYPE "K" SEAMLESS COPPER CONFORMING TO ASTM B88. 19. AIR PIPING: MAKE CONNECTIONS TO COMPRESSOR, DRYER, FILTER, AND ALL OTHER RELATED ITEMS OF EQUIPMENT AND PIPING ACCESSORIES, AND EXTEND AIR PIPING THROUGHOUT BUILDING TO ALL EQUIPMENT, FIXTURES, AND OUTLETS REQUIRING SAME. PIPING SHALL BE TYPE 1" COPPER WITH SOLDER TYPE WROUGHT COPPER FITTINGS MADE UP WITH 95-5 SOLDER. AT CONNECTION POINTS PROVIDE 12" DRIP LEG WITH 200 PSI BRASS COCK EASILY ACCESSIBLE. ALL TAKE -OFFS SHALL BE FROM TOP OF MAINS. TEST SYSTEM WITH PNEUMATIC PRESSURE OF 150 PSI. TEST ALL JOINTS WITH SOAP SUDS AND REMAKE ANY LEAKING JOINTS. REPEAT TEST UNTIL SYSTEM CAN HOLD PRESSURE WITHOUT DISCERNIBLE LEAKS. PLUMBING FIXTURE SCHEDULE LS-1 SINK: ELKAY NO. LR-2219, 22"x19", "LUSTERTONE" SINGLE COMPARTMENT, 18 GAGE TYPE 302 (18-8) STAINLESS STEEL SELF -RIMMING SINK WITH LEDGE BACK, 1-3/4" RADIUS COVED CORNERS, HAND BLENDED EXPOSED SURFACES TO UNIFORM LK-6K-H FINISH, AND SOUND DEADENED UNDERSIDE. TRIM: ELKAY NO. LK-2423 CHROME PLATED BRASS HOT AND COLD WATER FAUCET WITH AERATOR, GOOSENECK SWING SPOUT, REMOVABLE MICRACORE CARTRIDGES, CAST BRASS DECK MOUNTED BASE, AND 1.5 GPM FLOW RESTRICTOR. STRAINER: ELKAY NO, LK-35 WITH STAINLESS STEEL STRAINER, NEOPRENE STOPPER, AND 1-1/2" CHROME PLATED BRASS TAILPIECE. EWH-1,2 ELECTRIC WATER HEATER SHALL BE A.O. SMITH MODEL "ELC-4" OR EQUAL BY RHEEM, RUUD, NATIONAL,. 4 GALLON TANK CAPACITY, 1.5 KW HEATING ELEMENT, 8.3 GPH RECOVERY AT 80' DELTA T. HD-1 HUB DRAIN - JOSAM 88560 OR EQUAL BY ZURN, SMITH. WH-1 WALL HYDRANT: JOSAM 71020-95 "HYDRASAN I", ALL BRONZE BOX HYDRANT WITH RENEWABLE SEATS, INTEGRAL BACKFLOW PREVENTER/VACUUM BREAKER, HINGED NICKEL BRONZE FACE AND COVER, OPERATING KEY LOCK, 3/4" SIZE. i cr V) D .................................. 2 HUB DRAIN 2" 2" 2" EXISTING SANITARY LINE miog 'fit■1 Al M LA 01 11, 6 I I SCALE: NTS FILTER ARO 3/4", 50 MICRON FILTER ELEMENT, AUTO DRAIN CAST ALUMINUM HOUSING AND GLASS SIGHT GAUGE. ALTERNATE ACCEPTABLE MANUFACTURERS BY SHRADER, BELLOWS, NORGREN, PARKER, OR DELTECH. FLEXIBLE CONNECTION. (STAINLESS STEEL) REFRIGERATED — AIR DRYER 18" MINIMUM DIRT LEG WITH COCK. ROOF CEILING 1/2' CW & HW i1111111 A1 ''ki a I a 1 0 NJ C. % SCALE: NTS ASME TEMPERATURE AND PRESSURE RELIEF VALVE. FULL SIZE TEMPERATURE AND PRESSURE RELIEF DISCHARGE LINE. ROUTE UNDER COUNTER 3 4" AIR TO �/ EQUIPMENT BEHIND WATER HEATER (TIGHT RE: PLANS. TO WALL) AND ELL OVER y FLOOR SINK. 1 GLOBE VALVE 3/4" DRAIN LINE FROM LOW a INSTALL UNION AND CONNECT POINT IN DRIP PAN. ROUTE TO AIR COMPRESSOR. UNDER COUNTER (TIGHT TO WALL) AND ELL OVER FLOOR SINK. TRAP PRIMER LINE FROM SINK COLD WATER SUPPLY,, AUTO DRAIN' � PIPED TO EXTERIOR OF BUILDING 4" CONCRETE SET ON NOTES: 1" KORFUND VIBRATION ELIMINATION PAD. 1. VERIFY EXACT LOCATION WITH ARCHITECT PRIOR TO SETTING PADS. 2. LAB AIR COMPRESSOR SHALL BE INGERSOLL—RAND OILLESS RECIPROCATING COMPRESSOR MODEL OL5, 5 HP DUPLEX COMPRESSORS WITH 80 GAL., HORIZONTAL RECEIVER. PROVIDE INGERSOLL—RAND REFRIGERATED AIR DRYER MODEL DXR15 W/ 15 SCFM CAPACITY @ 250 PSI. LABORATORY AIR ► '_`IPE DETAIL N.T.S HEAVY DUTY REGULATOR ARO #27344-000 1/2" WITH #29848 (0-300 P.S.I.G.) INTEGRAL PRESSURE GAUGE. ALTERNATE ACCEPTABLE MANUFACTURER BY SHRADER, BELOWS, NORGREN, PARKER, AND DELTECH. 0 — 120 PSIG QUICK CONNECTOR. COORDINATE BALL VALVE EXACT TYPE WITH OWNER. COORDINATE MOUNTING HEIGHT WITH ARCHITECT. A"" FIN. FLOOR ELECTRIC WATER HEATER VACUUM RELIEF VALVE HOT AND COLD WATER I 3/4" HOSE BIBB FOR DRAINING GALVANIZED STEEL DRIP PAN. 2,; \ CABINET BASE FRAME--/ `-2" i iU6 DRAIN NOTE: CONTRACTOR SHALL VERIFY ELECTRIC WATER HEATER INSTALLATION IS COMPATIBLE WITH MILLWORK DETAILS. ANY SUBSTITUTION SHALL FIT WITHIN MILLWORK DIMENSIONS SHOWN ON ARCHITECTURAL PLANS. ELECTRIC WATER HEATER BELOW 01 COUNTER PIPING DIAGRAM N.T.S 0 12" DRIP LEG WITH 200 P.S.I. BRASS COCK FINISHED FLOOR N.T.S I 03 1 OR 2 HOUR G WALLBOARD ASSE IRE BARRIER 5WB+ CAULK IOLDABLE PUTTY+ QUAL STEEL PIPE OR CONDUIT CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS UL SYSTEM WL1001 SYSTEM NO. W—L-1001 (FORMERLY SYSTEM NO. 147) F RATINGS-1, 2, 3 AND 4 HR (SEE ITEMS 2 AND 3) T RATINGS-0, 1, 2, 3, AND 4 HR (SEE ITEM 3) L RATING AT AMBIENT —LESS THAN 1 CFM/SQ FT L RATING AT 400 F—LESS THAN 1 CFM/SQ FT 1. WALL ASSEMBLY —THE 1, 2, 3 OR 4 HR FIRE —RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS —WALL FRAMING MAY CONSIST OF EITHER WOOQ; STUDS (MAX 2 H FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC WITH NOM 2 BY 4 IN. LU,RER., END <OLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. B. WALLBOARD, GYPSUM*—NOM 1/2 OR 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 13-1/2 IN. 2. PIPE OR CONDUIT—NOM 12 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 12 N. DIAM OR SMALLER SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. DIAM OR SMALLER) CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE, NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT, NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6 IN. DIAM (OR SMALLER) TYPE L OR (OR HEAVIER) COPPER TUBING OR NOM 1 IN. DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT. WHEN COPPER PIPE IS USED, MAX F RATING OF FIRESTOP SYSTEM (ITEM 3) IS 2 H. STEEL PIPES OR CONDUITS LARGER THAN NOM 4 IN. DIAM MAY ONLY BE USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT IS PERMITTED IN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. 3. FILL, VOID OR CAVITY MATERIAL* —CAULK —CAULK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1/4 IN. DIAM BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: MAX. PIPE ANNULAR OR CONDUIT SPACE F RATING T RATING DIAM, IN. IN. HR. HR. 1 0 TO 3/16 1 OR 2 0+, 1 OR 2 1 1/4 TO 1/2 3 OR 4 3 OR 4 4 0 TO 1/4 1 OR 2 0 4 0 TO 1-1/2# 1 OR 2 0 6 1/4 TO 1/2 3 OR 4 0 12 3/16 TO 3/8 1 OR 2 0 +WHEN COPPER PIPE IS USED, T RATING IS 0 H. #0 TO 1-1/2 IN. ANNULAR SPACE APPLIES ONLY WHEN TYPE CP-25 WB+ CAULK IS USED AND ONLY WHEN THE MIN THICKNESS OF THE GYPSUM WALLBOARD IS 5/8 IN. FOR 1 HR RATED WALLS AND 1-1/4 IN. FOR 2 HR RATED WALLS FIRESTOP SYSTEM - GYPSUM BOARD WALL UNISULATED METAL PIPE N.T.S SYMBOLS DESCRIPTION SYMBOLS DESCRIPTION - CW - COLD WATER SUPPLY OZ INDICATES REFERENCE TO DETAIL 07, SHEET P-3 P-3. ALSO INDICATED BY RE: 07/P-3 - - HW -HOT WATER SUPPLY A COMPRESSED AIR LINE LS LAVATORY SINK SOIL & WASTE ABOVE FLOOR CO CLEAN OUT -� SOIL & WASTE BELOW FLOOR FCO FLOOR CLEAN OUT - --a - -- - - - -- -- VENT LINE WCO WALL CLEAN OUT AP ACCESS PANEL CD-- CONDENSATE LINE A.F.F. ABOVE FINISHED FLOOR K2 F.D. FLOOR DRAIN 0 H.B. HUB DRAIN NOTE: NOT ALL SYMBOLS TABULATED BELOW ARE NECESSARILY USED ON THE DRAWINGS. PLUMBING SYMBOL. SCHEDULE N.T.S I 05 Architects and Engineers Inc. 615 West Highland Avenue Ebensburg, Pa. 15931 (814) 472 - 7700 GMP DOCUMENT5 7660 Woodway Suite 400 Houston, TX 77063 1051 Winderley Place Suite 101 Maitland, FL 32751 www.chpengr.com { 01-1200-0279 ►ropd Nuabar . EA5TERN 150TOPE5, INC. 136 COMMERCE WAY 5ANFORD, FLORIDA 32771 SCEDULE AND ; 5YMBOL5 - PLQ413I NG k . i Drawing Number _ . ,. -tt`nwZZw—QK !-rM, w o Mc9sO-Oawmo N C3=CD 0 ::1 s_ —0. ci 'Z > 36 m CD N n 0* cs� 0 � (D CL Z 0 � Ch o r; 0 tiN �� n� N ' (DMWN —CO C CEO N CD 0" x6momMom O Z v C O Z m Z O m mmmtziorrmcm,o �mOmz• ,,,O> 0(n>>Q -Z oOO—ill0 Z-ub�—zmym00m> m'qXTI r ZMM OOmmm Omx O z >M—iO—i ;x x 0- Ii��nr-- �=m-1=NNnDm c �m�u-ozm>m-o:* r= _'UMAn-ICzMm O O z InD()<rDim3y C 0. m--i -o j o Om UOz�Om{-0mn in D m z {COO O -o mO <mini COcXOO- —m=O „Or Imo= ><r� m-r �- r OznormmTm-rC • 1 _.. = y� Vol r