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HomeMy WebLinkAboutBuilding PlansANCHOR BOLT M ACRYLONITRILE BUTADIENE STYRENE I I ABBREVIATION AIR CONDITIONING ACOUSTICAL ACOUSTIC CEILING TILE DOR T AUTO. AUTOMATIG MLDG. MOULDING AUX. AUXILIARY M.O. MASONRY OPENING AVG. AVERAGE M.R. MOISTURE RE51STANT BBLDG. BD. BOARD BUILDING MTD. MUG. MOUNTED MOUNTING MULL. MULLION BLK. BLOCK BLKG. BLOCKING N N. NORTH B.M. BENCH MARK I 1 N.I.G. NOT IN CONTRACT BOT. BOTTOM NO. NUMBER B.PL. BEARING PLATE NOM. NOMINAL B.U.R. BUILT—UP ROOFING N.T.5. NOT TO SCALE GG.B. CHALKBOARD O D.A. OVER ALL CG.TV. CLOSED—CIRCUIT TELEVISION O/A OUTSIDE AIR GEM. CEMENT O.G. ON CENTER GER. CERAMIC O.D. OUTSIDE DIAMETER C.FLASH. COUNTER FLASHING OFF. OFFICE G.F.M. CUBIC FEET PER MINUTE OPNG OPENING G.H. GOAT HOOK OPP. OPPOSITE G.I. CAST IRON OPP.H. OPPOSITE HAND G.J. CONTROL JOINT OZ. OUNCE CLG. CEILING GLO. GL05ET PBD. PARTICLE BOARD GLR. CLEAR P.G. PRE—GAST G.M.U. CONCRETE MASONRY UNIT FL. PLATE COL. COLUMN P.LAM. PLASTIC LAMINATE GONG. CONCRETE PLA5. PLASTER CON5T. CONSTRUCTION PLYWD_ PLYWOOD CONT. CONTINUOUS PNL. PANELCNG) CPT. CARPET PR. PAIR G.R. CURTAIN ROD PROJ. PROJECTION G.T. GERAMIG TILE P.51. POUNDS PER SQUARE FOOT CU.FT. CUBIC FEET CFOOT) P.5.1. POUNDS PER SQUARE INCH GU.IN. CUBIC INCH P.T. PRE55URE TREATED GU.YD. CUBIC YARD P.T.D. PAINTED PTN. PARTITION DBL. DOUBLE P.V.G. POLYVINYL GHLORIDE DEPT. DEPARTMENT PVMT. PAVEMENT DET. DETAIL D.F. DRINKING FOUNTAIN Q.T. QUARRY TILE D.H. DOUBLE HUNG QTR. QUARTER DIAL. DIA. DIAGONAL DIAMETER R. RISER OR RADIUS DIM. DIMEN51ON R/A RETURN AIR DIVISION RAD. RADIUS DDN. DOWN R.D. RE. ROOF DRAIN D.O. DOOR OPENING REFR. REFERENCE REFRIGERATOR DR. D.S. DOOR DOWNSPOUT REINF. RENFORCED DWG. DRAWING REQ. RE51L. REQUIRECD) RESILIENT R ER RE REVISE E EA. E/A EACH EXHAUST AIR R.O. ROOM ROUGH OPENING E.B. EXPANSION BOLT R.W.L. AIN WATER LEADER E.J. EL. EXPANSION JOINT ELEVATION 5 5. SOUTH ELEC. ELECTRIC 5/A 5AN. SUPPLY AIR ELEV. ENCL. ELEVATOR EMERGENCY S.G. SANITARY SOLID GORE E ENCLOSURE 5CHED. SCHEDULE EQQ.. EQUAL SCR SCREEN EQPT. EQUIPMENT SECT. SECTIONSH. SHELF E.W.G. ELECTRICAL WATER COOLER SHR. SHOWER EXH. EXP. EXHAUST EXPOSED 5HT. SHEET EXIST EXISTING SIM. SIMILAR EXT. EXTERIOR 5.N.D. SANITARY NAPKIN DISPENSER S.N.R. SANITARY NAPKIN RECEPTACLE F.A. FIRE ALARM 5.N.T.D. SANITARY NAPKIN -TAMPON DISPENSER F.D. FLOOR DRAIN 5Q. SQUARE F.D.G. FIRE DEPARTMENT CONNECTION 5.5K. SERVICE SINK F.D.C.G. FIRE DEPARTMENT CONNECTION CABINET S.S. 5TAINLE55 STEEL FDN. FOUNDATION STL. STEEL F.E. FIRE EXTINGUISHER 5TA. STATION F.E.G. FIRE EXTINGUISHER CABINET 5TD. STANDARD F.H.G. FIRE H05E CABINET 5TOR. STORAGE F.HY. FIRE HYDRANT STR. STRUCTURE FIN. FINISH 5UR. SURFACE F.L. FLOW LINE 5U5P. SUSPENDED FLASH. FLASHING 5YM. SYMMETRICAL FLEX. FLEXIBLE SYS. SYSTEM FLR. FLOOR T. TREAD FLUOR. FLUORESCENT T.B. TACK BOARD F.O.G. FACE OF CONCRETE T.O.C. TOP OF CURB F.O.F. FACE OF FNI5H TEL. TELEPHONE F.O.M. FACE OF MASONRY TEMP. TEMPERED F.0.5. FACE OF STUDS TERR. TERRAZZO F.5. FULL 51ZE T+G TONGUE AND GROOVE FT. FOOT (FEET) THER. THERMAL FTG. FOOTING THK. THIGKCNE55) FURR. FURRED THRE5. THRESHOLD GAUGE T.O.P. TOP OF PAVEMENT GGA. GALV. GALVANIZED T.O.5. TOP OF SLAB G.B. GRAB BAR T.O.5TL. TOP OF STEEL G.I. GALVANIZED IRON TV. TELEVISION GL. GLA55 T.O.W. TOP OF WALL GR. GRADE TYP. TYPICAL GYP. GYPSUM BOARD U UR. URINAL H.B. H05E BIB U.N.O. UNLESS NOTED OTHERWISE H.G. HDWD. HOLLOW GORE HARDWOOD / VB VINYL BASE H HARDWARE V V.G.T. VINYL COMPOSITION TILE N..M.M. HOLLOW METAL VERT. VERTICAL VESTIBULE H.P. H.P. HORIZONTAL HIGH POINT V.I.F. INVEST. VERIFY FIELD HR. HOUR VNR. VENEER HT. HEIGHT V.W.G. VINYL WALL COVERING I.D. INSIDE DIAMETER W. W WEST N. NCL. INCH NGLUDE A.U. W.G. WALL ASH URN WATER CLOSET N5UL. INSULATION WD. WOOD NT. NTERIOR WIN. WINDOW NTM. INTERMEDIATE W/D WITHOUT INV. INVERT WP. WATERPROOF W.R. WATER RE515TANT JJAN T.OINTW5CT. JANITOR WAINSCOT WT. WEIGHT KITCHEN W.W.M. WELDED WIRE ME511 KKIT. K.O. KNOCK OUT LABORATORY + AND LLAB. LAM. LAMINATE L ANGLELAV. LAVATORY E CHANNEL LB. POUND ® AT LKR. LOCKER CENTER LINE L.L.H. LONG LEG HORIZONTAL PERPENDICULAR L.L.V. LONG LEG VERTICAL # POUND OR NUMBER L.P. LOW POINT LT. LIGHT LTL. LINTEL LVL. LEVEL ABBREVIATIONS LVR. LOUVER EARTH GRANULAR FILL INSULATING CONCRETE CONCRETE BRICK/PAVER CONCRETE MA50NRY UNITS STONE BATT INSULATION RIGID INSULATION CERAMIC TILE GLA55 MATERIAL SYMBOLS PLYWOOD FINISH WOOD ROUGH WOOD BLOCKING/SHIM STUCCO, PLASTER, SAND, MORTAR, OR GROUT GYPSUM BOARD VENEER 134f.11111 METAL LATH EXISTING 3 DETAL NO. 3 POINT ELEVATION 5.0 51iEET NO. A5.02 BUILDING OR WALL NEW OR FIN15H SECTION POINT ELEVATION 2 DETAIL NO. 25 5.1 SHEET NO. A5.15 EXISTING qq.p CONTOUR LINE � DETAIL REFERENCE /� B DETAIL NO. G 5HEET NO. A4.11 ELEVATION A VIEW A DETAIL NO. Go 6.0 `SHEET N0. A6.01 INTERIOR ELEVATION — — — — PROPERTY LINE CENTER LINE — — — — — — — — HIDDEN LINE OR LINE ABOVE BREAK LINE PLAN NORTH NORTH ARROW TRUE NORTH NORTH ARROW WUE NOW DOOR NUMBER SYMBOLS PARTITION TYPE NEW OR FINISH 101.0 CONTOUR LINE 1TB-1 TEST BORING $ LEVEL ELEVATION DATUM POINT Q REVISION NUMBER /m r -0 ROOM 000 COLUMN LINE REFERENCE INDICATES WINDOW TYPE KEYNOTE ROOM NAME ROOM NUMBER i FILE cnpv F L 0 R I D A A License No. AA0002730 THESE PLANS AND ALL PROPOSED WORK ARE SUNECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY � BE NECESSARY IN ORDER TO AMPLY WITH ALL APPLICABLE CODES. X F yC wD FASTENERSORATTACNNf ARf THERESPONS{BI YOF THE CONTR,gCTOROF .u: a a I a D 2?y-c IT LUOII COUNTY SUiLDINA DIVISION RSVIIlWRD -- POR COMPLIANCE REVIEWE J Y; _ S711-14 i L DATE 1 PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE CONSTRUCTION DOCUMENTS FLA PROJECT NO. 4050 DATE ISSUED: 9-24-02 Architect FLORIDA ARCHITECTS, INC. 8517 South Park Circle Suite 150 Orlando, Florida 32819 Phone: 407/370-5555 Fax: 407/370-5550 01 1-27-M REVISIONS PER BLDG; DEPT. COMMENTS Index Of Drawings A000 A100 A201 A202 A203 A301 A400 A500 A501 AGOG A901 Ag02 5201 COVER SHEET / DATUM 51TE PLAN / LIFE SAFETY PLAN DEMOLITION PLAN / FLOOR PLAN DIMENSION PLAN / FURNITURE LAYOUT REFLECTED CEILING PLAN / SOFFIT DETAILS EXTERIOR ELEVATIONS / WINDOW ELEVATIONS / DETAILS BUILDING SECTIONS / WALL TYPES / DETAILS ROOM FIN15H 5GHEDULE / TOILET PLANS AND ELEVATIONS CABINET 5EGTION5 / DETAILS DOOR 5GHEDULE / FRAME ELEVATIONS / DOOR ELEVATIONS / DETAILS MECHANICAL PLAN / NOTES AND DETAILS ELECTRICAL PLAN / NOTES STRUCTURAL PLANS / DETAILS ' Dom: I Ut- Ctl JHIV cuuj Wlvowu Al LIFE SAFETY PLAN - NFPA 101,1997 EDR10N 1. TYPE OF OCCUPANCY GROUP D - DAY CARE FACILITY 2. CONSTRUCTION ` TYPE V - UNPROTECTED 8,214 GROSS 5F. REMODELED AREA 3. BUILDING 15 NOT 5PRINKLERED 150'-0' 4. TRAVEL DISTANCE TO EXTERIOR EXIT •� 5. PRIMARY EGRESS FROM ROOMS G. SYMBOLS EXIT LIGHT ROOM SQUARE FOOTAGE 825 ROOM OCCUPANT LOAD 30 7. FIRE EXTINGUISHERS AND FIRE EXTINGUISHER CABINETS INDICATED ON LIFE SAFETY PLAN THUS -=- F.E.G. 5. EXIT UNIT5= 0.20in /PER OCCUPANT 9. TRAVEL DISTANCE REQUIREMENTS A. COMMON PATH OF TRAVEL = 75 FT. B. DEAD END LIMIT = 20 FT. G. TRAVEL D15TANCE LIMIT = 150 FT. 10. INDICATES 1 HR. FIRE RATED CONSTRUCTION. EGRESS WINDOW- \� INFANT 7LET CLASSROOM-1 266 110 INFANT HVAC 100C 1 INFANT CLASSROOM-3 1-08 j286 8 TOILET 111A CLASSROOM-1 111 3301 8 EXISTING HVAC 117 L HENEXISTING SYSTEMMAIN. OFFICE-4 OFFICE-3 105 104 74 74 1 1 CORRIDOR \ 100B REC./ REPRO OFF. 102A 102 EXISTING A5PHAL PAVING. — ® r� LOBBY 100 CP COMMUNITY ROOM E, 01 I FENCED It LA TLI NFw l niTinry _ ALTERNATE #1 6 N c7 v 32' -8 "THESE ARE NORTH 13th STREET ZD PLAYGROUND 'ERTY LINE LAN$ AND ALL PROPOSED WORK JBJECT TO ANY CORRECTIONS ED BY FIELD INSPECTORS THAT 3E NECESSARY IN ORDER'! TO WITH ALL APPUCABIE CO DESo M 2 SITE PLAN 1 •=40' A100 RE: 405OA100 CORRIDOR ---- -- T 100E ,F /-I IZ=� t I I I � I I CLASSROI-2 CLASSROIDM-3 112 I I I E4 596 I 599 m 17 I 17 1i OI �I i I d-I VEST. 1 ° ;FICE-1 121 TOILE F-1-0-31 1 STOR 113B TEACHER'S ROOM 116 CLASSROOM-4 CLASSROOM-5 114 115 622 577 17 16 1 LIFE SAFETY PLAN A100 NOTE: CORRIDOR CEILING IS 1 HR. RATED. (REFER TO SHEET A20 g). M 1/s"=1'-0p 405OD201 fLA FLORIDA 8517 South Park Circle Suite 150 Orlando, FL 32819 P 407/370-5555 F 407/370-5550 License No. AA0002730 Project Number: 4050 Date band 09-18-02 Drawn By. - cc Revwons: 11 1-27-03 BLDG. DEPT. COMMENTS U Z CL a m W � O J ILL U La z � J W J Q g J U 0 Q z J Z EL J CL �WL W Q W LL Sheet Number: A100 j EGRESS WINDOWS—t- L IUt CO JMIV CUUJ \U1J VJJI GENERAL DEMOLITION NOTES 1. DASHED LINES INDICATE CONSTRUCTION TO BE REMOVED UNLESS NOTED OTHERWISE. 2. VERIFY EXTENT OF DEMOLITION WITH EXISTING CONDITIONS AND CONSTRUCTION PLANS. 3. CONTRACTOR TO PATGH AND REPAIR DAMAGE TO EXISTING SURFACES AFFECTED BY EXTENTS OF DEMOLITION/ CONSTRUCTION. 4. VERIFY WITH OWNER FOR FINAL COORDINATION OF DEMOLITION OF EXISTING INFRASTRUCTURE PRIOR TO COMMENCING WORK. 5. REMOVE ALL WALL MOUNTED MIRRORS AND DISPLAYS. G. ALL ADHESIVE AND GROUT RELATED TO FLOORING MATERIALS TO BE REMOVED BY DEMOLITION CONTRACTOR, EXPOSED CONCRETE TO BE READY TO RECEIVE NEW FLOORING. 7. ELECTRICAL CONTRACTOR TO D15GONNEGT ALL EXISTING GIRGUIT5 RELATED TO INTERIOR DEMOLITION IN EXISTING PANELS. S. ELECTRICAL CONTRACTOR TO D15GONNECT ALL POWER RELATED GIRGUIT5 GONTAINED IN WALL CAVITIES IN SPACE ABOVE CEILING IN TH05E AREAS DESIGNATED FOR DEMOLITION. 9. PLUMBING CONTRACTOR TO REMOVE AND STORE ALL PLUMBING FIXTURES RELATED TO SCOPE OF DEMOLITION AND STORE ON 51TE UNTIL DETERMINATION OF REUSE OR D15POSAL BY CONSULTANTS AND OWNER. 10. MECHANICAL CONTRACTOR TO REMOVE AND STORE ALL GRILLS AND REGISTERS RELATED TO SCOPE OF DEMOLITION AND STORE ON 51TE UNTIL DETERMINATION OF REUSE OR DISPOSAL BY CONSULTANTS AND OWNER. O DEMOLITION KEY NOTE 9 O COMPLETELY REMOVE ALL WOOD FRAMED WALLS AND PARTITIONS AS INDICATED. O COMPLETELY REMOVE DOOR AND FRAME AS INDICATED. O COMPLETELY REMOVE EXISTING GMU WALLS AS INDICATED. O COMPLETELY REMOVE ALL SUSPENDED AGOU5TIC TILE AND GRID. LEAVE SUSPENSION WIRES FOR NEW SUSPENSION GRID. 0 REMOVE EXISTING ELECTRIC PANEL. DISCONNECT AND REMOVE WIRES AND CONDUIT BACK TO POINT OF CONNECTION. O COMPLETELY REMOVE CONCRETE SLAB AS INDICATED. GAP FLOOR DRAIN BELOW GRADE. O INFILL WALL TO MATCH EXISTING AS INDICATED. (DINFILL WALL, LEAVING A 3'x4' OPENING C3'-S" HIGH FROM FIN15H FLOOR) FOR WINDOW PLACEMENT. O CUT A 3'x4' OPENING, 3'-8" HIGH FROM FINISH FLOOR. so GUT WALL TO ACCOMMODATE NEW DOOR AND FRAME. ii REMOVE MILLWORK AND FIXTURES. iz REMOVE WINDOW FRAME AND INFILL WALL AS INDICATED. is REMOVE PORTION OF EXISTING GMU WALL TO ACCOMODATE IN-4JALLATION OF NEW EGRESS WINDOW. 14 REMOVE EXISTING WINDOW A5 REQUIRED AND PREPARE OPENING FOR INSTALLATION OF NEW EGRE55 WINDOW Al 11. REFER TO SHEET A400 FOR ADDITIONAL DEMOLITION NOTES GONGERNING ROOF ASSEMBLY. CONSTRUCTION NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMEN51ON5 IN FIELD PRIOR TO START OF CONSTRUCTION. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE LOGAL AND STATE BUILDING CODES. INDICATES NEW CONSTRUCTION. INDICATES 1 HR. RATED CONSTRUCTION. f '% A W r\= V J.r 1'=F--T CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLAN�Ikl) ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES 1 /8"=1 '-0" 405OD201 fLA• F L 0 R I D A 8517 South Park Cycle Suite 150 Orlando, FL 32819 P 407/370-5555 F 407/370-5550 Ucenee No. AA0002730 Project Number: 4050 Date Issued 09-18-02 Drawn By. - cc FMieiM 1-27-03 BLDG. DEPT. COMMENTS U Z Q cr M < °C cc O J � U La Z � J W J Q � ITL 13= M J U o= 0 a W z Q Z O� 0 1 2 W W 0 Sheet Number: THIS 1 /a"=1.-0" 405OD201 A201 TUE 28 JAN 2003 <01:35141PM EST> \\ALPI\00 DRA' FURNITURE LEGEND: SMALL REFRIGERATOR }, �- 2 CRIB C2G' x 40') CC;LP I VAC CORRIDOR i 17 3 HIGH CHAIR 4 ROCKER CHAIR' 1� 1 17 100E 70 T 'S „ 5 RUG C4'-0' x G'-0') _ _ _ _ 0 s ROUND TABLE C2 +0 ^DIAMETER)/4 GHAIR5 14 ,9LUMARY CLASS_- - . - TABLE C5 -0 x 2 --6 D/ 8 GHAIR5 + + 1 12 2 + BCD"AREA + + - 74 i 1 16 s 51DE TABLE C2 --0 x 3 -0 ) 9 �' i 19T cnr nt 9 SMALL CHAIR 4W9fIAA71Vls CLASS.-1 4 0D© + 4 ® 4 4 i LASS.-5 , 1o"TABLE C3'—O' x G'-0') © 111 1s 19 scarA s Is 19 1e 1s 19 t4 1'15 11 TABLE C2'-B' x 5'-0') e�ocrcs nan Q 4 I ,s 19 is 1s 19 is 1s 19 O 1 14 E KW 12 TABLE Cl'-G' x 5'-0') © 1OU ° ,919 4 < a CLASS:-3 a a CLAS 4 13 SHELF C4'—G'x V-4"� u u u e O mcs e�ocrcs rnm 113 ,ems a 14 CUBBY C4'-O' x 1'-O') 0 (] © 114 ,u,rn is y CUBBY C3'-0' x 1'-0') 4 Q a s m a s s a 4 is is CUBBY C2'-0' x V-0') 9 +9 is nwru�l,Ks 1 t� SHELF C4'-0' x V-0' x 5'-O'HJ ,e r9 ,e 1e 19 ,e ,e ,9 1s 19 18 18' 19 1s 15 19 g ,9. 18 1e CUBBY C5'—O' x 1'-4') , O 1s CUBBY C2'-G' x V--4"D a a a 4 4 AFT ANDSOME ° � a 14 " � 14 0 i CORK. AU 9 O x°crcs AMS © 9 Fl —0 _051 AREA s nRc� 5 ,4 19 R + O O ++ O 4 n HOUSE 102rNG „ I O ,s i 1 VEST. ° VES . 4 � IV/Vcle OFF.— ❑ 19 1s ❑ O ILET u�°NG ,, INFANT move F .-4 FF. 3 ® REPR 102 i OFF.-1 9 1 OA CLASS.-1 Pmrot Namb 105 104 102A 110 TOILET STOR. TOILE O a ® > _ _ 1 13B 1 13C 1 14B ❑ AM ,a 4,a I 14 ® CORRIDOR 17 " ® , O u 41 O � OE 100E LOBBY STOR. KWUA sr HVAC is z LOW Umw own s 103A FANT 100C © a OO INFANT O a a 1NFAANT ASS.-2 O TOIL LASS.-4 LASS.- z - FF 109 O 1 5 O 107 ,e 19 a s a 18 106 T01 ET �` C INFANT FA T3 QQ AM � s a sous m cO ROOM OA 1T I URE: OUT : ®a —2 RE: FURNITURE LAYOUT 4050D201 z Q 0 101 0 K. 5 ® �O ,o NRRNCR '° vONCEALEDFASTENERSORA, O 01 LET 5 a ® O BOAM O„°„ ARE THE RESPONSISILITI OF THE �a O TOILE-- TOIL CONTRACTOR OFRECORD ' 108A G, rrow, ON An'm sc O © 4 OO �s 107A 106AGC� THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS rl REQUIRED BY FIELD INSPECTORS THAT M OW MAYBE NECESSARY IN ORDER TO ILE MOW C^ObtP1Y WITH ALL APPLICABLE CODES,FC""'Pv II Q II 97'-O' CONSTRUCTION NQF 13'-8' L G'-B' 1. 8'-3' 7'-10' 11'-10' L 11'-8' L 8'-0' 7'-2' —11' 7'—G" —0 7'—G' 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO START OF CONSTRUCTION. rn. IL HVAC CORRIDOR _ — 2. ALL WORK SHALL BE DONE IN AGCORDANGE WITH ALL APPLICABLE LOCAL AND STATE BUILDING CODES. 1 1 ^ 1 17 100E 01 " INDICATES NEW CONSTRUCTION. 8' - 9'-10" 4'-8' 5'-4' G'-4' 10'-9' 7'-2' oo 11-10 5' -2 -3 �, - TEACHER'S RROOM- co — - -•- - _ _•_•_ _• - - - - - _._ _._ _. _ — 3. REFER TO SHEET A400 FOR TYPICAL WALL TYPES. N N , c9 I CLASSROOM-1 el 0 � 5'-4' CLASSROOM CLASSROOM-3 CLASSROOM-4 p 112F 113 114 CLASSROOM-5 115 N 19'-2' 19'-8' - -- s CORR o Q 100D 1 r.I N II II i VEST. VEST. OFFICE-4 OFFICE-3 RE RO i REC. Oo 1 ❑ �i 1 14A INFANT 105MCI 3 104 10 OF 2 I ILET CLASSROOM-1 r 8'-0' 8'-4' 6'-4" I 1 2 I 0� 1 OA `9 110 `r OFFICE-1 TOILET STOR. TOIL oc 5, 0' 1138 113_Cl 114E O 5'-4 8'-2' ! o CORRIDOR - 100E /�� LOBBY -� 100 STOR. -4' CLASSROOM 2 HOOC 7'-4' 13'-3 VAC -3 12IN -'-11" '-11 5'-8' G`G' 103A 109 TOIINFAT INFANT L ^ TO ET INFANT CLASSROOM-4 CLASSROOM-5 OA 1 CLASSROOM-3 106 1 I S I 1/8"=1'-0" F-1-08-1 Dip COMMUNITY „•�� .wn. ILET ROOM g202 RE: i 405OD201 08A -- 101 1'-4' 9'-2' '-4' 7'-4 9'-2' 12'-G' IL OIL 01 107 06A III, r\� nni AY "n' ^'lil 'I A0. n Project 4050 Date Imued: 09-18-02 Drawn Elp cc Reftona 1-27-03 BLDG. DEPT. COMMENTS cc 1 .71 a O ILL U L U Q W ,I �� ' >���. s �g1 l O..N 2a_ l0hsa,et Number IUt C2] JHN CUUJ CUlljoic/rlll 6JI♦ \NHLrl Ulu ulcnwllvuo%+wwncuo'uwu L UNDERSIDE OF TRU55 BEARING. 3 5/8' METAL STUD FRAMING AT 16' O.G. W/ 5/8' TYPE 'X' GYP_ BOARD EA. SIDE. 3 5/8' METAL STUD FRAMING AT 24' O.G. W/ 5/8' TYPE 'X' GYP_ BOARD. C1 MR. RATED). OL EL.=B'-0' CA.F.F.) 1 HR. RATED LAY -IN CEILING TILE AND GRID. EL.=7'-B' (A.F.F.) 2 SOFFIT DETAIL A203 J REFLECTED CEILING KIY NOTE: 1) ALL CEILING ELEVATIONS ARE FROM ABOVE FIN15H FLOOR U.N.O. b WALL MOUNTED FIXTURE AP ACCESS PANEL FLUORESCENT STRIP FIXTURE ® EXIT LIGHT ® EXHAUST FAN ® SUPPLY REGISTER 2X2 SUSPENDED ACOUSTICAL TILE CEILING SYSTEM O—Ob CEILING ELEVATION CA.F.F.) 2X4 FLUSH FLUORESCENT FIXTURE 71 RETURN AIR GRILL GYPSUM BOARD/PLASTER EXP_ EXPO 5ED STRUCTURE 0 O PROJECTION SCREEN P5 Ful � INDICATES AREA OF 1 HOUR RATED SUSPENDED CEILING TILES AND GRID. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, 'ONCEALED FASTENERS ORATTACHMENTS ARE THE RWONSIBILR1'OFTHE CONTRACTOR OF RECORD A203 K L: I 405OD201 17 South Park Circle Suite 150 Orlando, FL 32819 P 407/370-5555 F 407/370-5550 License No. AA0002730 Project Number: 4050 Date Issued 09-18-02 Drawn By: cc Bovisim A 1-27-03 BLDG. DEPT. COMMENTS v`3F�J 0 a: 0 k c W O Z LL U LJJ LLI , U w Q r LIJ — y) i z Q �J l 0 Ud U_ LA « i ply - Ply Sheep umber: IHT TO THIS DRAWING WHICH MAY NOT BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER. NOR IS WRTTTEN CfWSFNT 5F FLnRT➢A ARCHTTFCTS. TNG • TUE E®. JAN EUUJ WL:J/IU/t'M tDL7 \\MLrl\UQ LKMWIINUJ\YUJUHJUI,Dwu C e SILL DETAIL AM VES THE Cl EXISTING STUCCO FINISH TO REMAIN. PATCH AND REPAIR AS REQUIRED BY NEW WORK. 5/8' GYP. BOARD OVER 7/5' METAL FURRING CHANNELS AT 1G' O.G. PT. WOOD SHIM, CAULK. CEAGH SIDE). H.M. WINDOW FRAME. — j 3"-1'-o" I 405DA301 H.M. WINDOW FRAME. PT. WOOD SHIM WITH CAULK EACH SIDE. EXISTING CONCRETE SILL TO REMAIN. EXISTING STUCCO FINISH TO REMAIN. PATCH AND REPAIR AS REQUIRED BY NEW WORK. 311=1 •-0•• 405OA301 n d'� EXISTING TO REMAIN. _ �._-_--- INDICATES AREA OF NEW WORK. CREFER TO NOTE #0 12 -� MATCH EXISTING L REMOVE PORTION OF EXISTING GABLE SIDING AND REPLACE WITH NEW TO MATCH EXISTING. INDICATES EXISTING WINDOW PROVIDE NEW STUCCO FINISH OVER CMUI AND SHUTTERS TO REMAIN. TO MATCH EXISTING M FINISH AND COLOR. II I n A SOUTH LEVATION l4.'j01 405OA301 INDICATE5 AREA OF NEW WORK. CREFER TO NOTE #0 _ _ EXISTING TO REMAIN. v PROVIDE NEW ASPHALT SHINGLE ROOFING TO MATCH EXISTING. - — — NEW ALUMINUM WINDOW UNIT5 TO MATCH EXISTING. — ` El GJ GJ , GJ-- — — ROVIDE NEW STUCCO FINISH OVER CMU 0 MATCH EXISTING IN FINISH AND GOL GJ — — — — — — — — — — 1 /4"=1'-0" 4050A301 STUCGO FIN15H ON WIRE I GENERAL GON5TRUGTION NOTE5= LATH OVER 5/8' DEN5- ° GLASS SHEATHING. ". 1 j EXISTING STUCCO FINISH 1. REMOVE EX15TING ASPHALT SHINGLES AND BUILDING PAPER DOWN TO ROOF DECK IN N TO REMAIN PATCH AND THIS AREA ONLY. PROVIDE NEW ROOF F R RAINING, BUILDING PAPER, ASPHALT SHINGLES REPAIR AS REQUIRED BY AND ALL FLASHING AS REQUIRED FOR A COMPLETELY WATER TIGHT ASSEMBLY. ° ° NEW WORK. 5/B' GYP. BOARD OVER 2. ALL NEW MATERIALS TO MATCH EXISTING IN SIZE, COLOR, TEXTURE AND STYLE. 3 5/8' METAL STUD 5/8' GYP. BOARD OVER A . FRAMING AT 16" O.G. 8' METAL STUD FRAMING AT IG' O.G. CTYPIGAL ). I 5/8' GYP. BOARD OVER CO �'� H '4SiENERS ORA17,gON�� 7/8' METAL FURRING ° °a CFtANNEL AT 1G' O.G. -� RESPONSIBIltFYOfTHE DBL. 8' HEADER. FILE COPY CTORDFRECpRp DBL. STUD HEADER. CAULK. CEAGH SIDE). ^' - PT. WOOD SHIM PT. WOOD SHIM, PT. WOOD SHIM, ALUMINUM WINDOW FRAME. I —CAULK. CEAGH SIDE). 1/4' GLEAR TEMPERED.71� r�_ ALUMINUM WINDOW FRAME. .Ir— . GAULK. CEAGH SIDE). — — ALUMINUM WINDOW FRAME. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED SY NELD INSPECTORS TNAT I� 3 —1 —0 HEAD DETAIL 3 —1 —o COMPLYmn?v ESSAAYINORDER TO ETAIL 3 =, -0 5 HEAD DEIL 3 '•- ' ' AM NOTE: JAMB SIMILAR. STRAP 405OA301 A301 NOTE: JAMB SIMILAR. — TM 405OA301 JAMBS TOGETHER AT (3) EQ. SPACES. (TYPICAL). __ -ALUMINUM WINDOW FRAME. 1/4" CLEAR TEMPERED GLAZING. CTYPIGAL). METAL FLASHING SET IN SEALANT BED. CTYPIGAL). ALUMINUM WINDOW FRAME. ° V a- a NEW CONCRETE SILL TO -PT. WOOD SHIM, p MATCH EXISTING. N� CAULK. CEAGH SIDE). ,. L CAULK. CEAGH SIDE). -5/8 GYP. BOARD OVER 5/8 GYP. BOARD OVER ' 3 5/8' METAL STUD B' METAL STUD FRAMING .. FRAMING AT 1G' O.G. AT 1G' O.G. CTYPIGAL). ------a s SILL DETAIL 3'=1'-0• 4 SILL DETAIL 3"=1'-a•• AM 405OA301 405OA301 J 4050A301 REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER, NOR IS THIS DRAWING TO BE ASSIGNE➢ TO ANOTHER PARTY WITHOUT THE WRITTEN CONSE 4050A301 ALL APPLICABLE CODES: 7 5 3 9 Y-A301 A301 A301 A301 ALUMINUM WINDOW FRAME.-o•._ METAL FLASHING SET IN � ° a SEALANT BED. CTYPIGAL). A301 ° A301 o 'w I `° 9 CONCRETE SILL TO A301 MATCH EXISTING. A A1' WIRE GLA55 a0 4 IT EXISTING STUCCO FINISH " N B B1 C C1 WIRE 5 I TO REMAIN. PATCH AND 2 4 8 C2 EGRESS KEPAIR AS REQUIRED BY f...I - NEW WORK. ,A301 A301 A301 WINDOW 2 SILL DETAIL WINDOW E TIONS 1/4'=1.-O" A.i01I 405OA301 IF FLORIDA ARCHITECTS, INC. Ai01 NOTE: JAMB SIMILAR. 405OA301 0 Project Rmter: 4050 Date Mued 09-18-02 Drawn By: cc IieV18iom A 1-27-03 BLDG. DEPT. COMMENTS 0 a < W 0 J Z LL W LLI U U J W Q GL LIE L ui 1— LLB F L ILL La a oyo"'� - She^ Number: 01 PA IAM Pnnq (111:gTA9PM PST) \\AI PT\nn DRAWTNGS\4050A400.➢WG 4 7/8 5/8� 3 5/8" 5/8" CEILING HT AS SCHEDULED Y - LAY -IN CEILING- REFER TO SCHEDULE 7/B' METAL HAT CHANNELS AT 1G' O.G. EXISTING/NEW GMU - EXTEND GYP. BOARD 1' ABOVE. UNDERSIDE OF STRUCTURE BRACE PARTITION BACK 45 DEGREES TO STRUCTURE (5 48' O.G. 3 5/8' METAL STUD FRAMING AT 1G' O.G. 3' SOUND ATTENUATION BLANKETS - VINYL BASE. FINISHED FLOOR - REFER - TO SCHEDULE `�5 WALL TYPE 3-1 s WALL TYPE A400 RE: 401BA400 A400 RE: 1 2 1 4 PARTIAL ROOF PLAN A400 RE: FLORIDA ARCHITECTS, INC RESERVES THE COPYRIGHT TO THIS DRAWING WHICH MAY NOT BE REPRODUCED, 3"=1 '-0" 4018A400 1 /8"-1 '-0" 401BA400 A REMOVE PORTION OF EXISTING ASPHALT SHINGLES TO ALLOW FOR NEW ASPHALT SHINGLES OVER C2) INSTALLATION OF NEW WORK. SALVAGE EX15TING SHINGLES FOR LAYERS 30# FELT ON 3/4' G/D REPLACEMENT AT COMPLETION OF NEW FRAMING SECTIONS. MIX OLD SHEATHING 48/24 OVER WOOD NEW 8' METAL STUD FRAMING WITH NEW SHINGLES TO ALLOW FOR A SEAMLE55 APPEARANCE. FRAMING. NAIL W/ Bd NAILS AT AT IG' O.G. W/ FIBERGLA55 BATT G' O.C. AT EDGES AND 12' O.C. INSULATION A5 REQUIRED. AT INTERIOR. CTTMCAL). NOTE TO TRU55 ENGINEER: NO BEARING AT THIS WALL LOCATION - TRU55 15 TO CANTILEVER. CTTPICAL). E G ROOF T tL 55E5 TO N. 1� Y4OO1 HR. RAT` ♦ i i IF FIF NEW LAY -IN ACOUSTIC CEILING 1 1 PANELS IN SUSPENDED METAL NEW WINDOW UNIT. NEW WINDOW UNIT. I I GRID. MATCH EXISTING. CTYP.) C5EE SHEET A301). C5EE SHEET A301). ♦� 5 L�__ __ A301 STORAGE CLASSROOM-3 O CORRIDOR EXISTING GMU WALL. PATCH AND 0 113C _� 113 REPAIR GYP. BOARD WALLS AS 1 00E J L J REQUIRED BY NEW WORK. PAINT 4 U GA5EWORK. CREFER TO SHEET A500). PER OWNERS SPECIFICATIONS. - NEW GONG. SILL. ♦� i� A301 \vv\/\�\�\\\ \\\/v\/\/\/\/\/\\i\r\i\i\N/y\\i////i�///////////\i////////\i/////////////i//�'\i/{////\�.i,\\j\/�i\i\/\ /\\ / v\r✓v\/"� - �r/ /v/�i/\//\\i/v�/v� <\\/\ivvv{ /{ // /j// {\// //>// {v/\ /\ii /%//%i { // �i. \i /{ // Sri �i\!i./i/i /i li /i !i / / /i ri %i /i. // /r\i/ /{ // // /{ i // / //\ ./ /T //\/ {\i{.�{ // // // i/ // �/ / � /ry // // .{ v., // // i/ /{ .r,// ,,/i a - •i/%. <. %//, / ,/i /i //\/ :: ,. \ \ ,\ \ \ \ \ � '\ �� �'4�"\���\`J\%\/'��\`j'\/`\�"\%\/ / /-\`j \j/\j4'�j`C<`�v''�\j�`j'�\/'\jEi�i\i��j\�j�` \/ / /'\r�,�/E�i �%/\'l/ /`\ \%\Y�/ j/\�j /✓�`� E�'�\,\'4�'�\ \ \, /i �. /i �i /i /i, / /3{�i{ // / // / / /{ / // / // / r / �/ // i.. � / G // //✓/ // / / �/ > // r //... / //:. i{ / / �/ F/.. // /{ / / // T //✓ i /i�/i / // /. i/ {. /i.//�G i�'`�y / / ,{ /, /{ /, :/i?/i . , _<._ ���\\�\\/�\ ��/\��\'�4'�'���i��h'�F\'�F\'�4�`�' �'�4�\'-�'�'<\/�����1\'��\'c4\�\�'<`�\'��''4� �'�\'<!\�4��`�'��\\� �4�4�<\/���5�\ 4'�4`���� �^"�/\'�/\'�4'�'<`�<��4\ '��\'��\'�4�• \ \\ \\ PROVIDE POURABLE LEVELING /\\i�/ /\/v /\iv\ /\i /vv\�\i\i /\/\�/ r\i/\/\i/\i/\ �/Ti/\i/\/ ,�/{�i/\ //\//�/\//\✓v{ ✓\\i/\/\/{\//\//�//\//\�i{�`i/v/�/�i\{\ //\/{v/\i/\,/.//\//{\ {/ \/iiTi,\r .i\/�i\i / // /, // / ✓/ i // /{ / \\\ ` \u\� \\�\��\\�\\\\\ ON BONDING AGENT AT EXIST. �i,/i?�i��i�,/T✓i./i�i,..�/i/i,�i,//,/i /i,/i/i/%✓i����i,/i,/i,-L� JLr✓.L.Ni�'i,/i,�/i,l?/1�i��/i /i,✓i�/i,G,G� SLOPED CONCRETE SLAB. A BUILDING SECTION 1/4"=1'-O" A400 RE: 4018A400 NEW ASPHALT SHINGLES OVER C2) 2 LAYERS 30# FELT ON 3/4' G/D 400 SHEATHING 48/24 OVER WOOD i PROVIDE NEW FLASHING A5 REQUIRED FOR FRAMING. NAIL W/ Sd NAILS . INSTALLATION OF NEW WORK. AT O.G. EDGES AND 12' OO.G. ,- AT INTERIOR. (TYPICAL). NEW 8' CMU WALL W/ VERTICAL ♦ ♦ REINFORCING IN FILLED CELLS. 3 400 1 400 �.----EXIS OOF T 55E5 MAIN. 1 ♦ i♦���� -, NEW LAY -IN ACOUSTIC CEILING �� 1 L J PANELS IN 51J5PENDED METAL NEW WI OW UNIT. l L - ;' -, GRID. MATCH EXISTING. CTYPJ (SEE 5 ET A301). ♦� i 3 it � I - - „1 NEW DOW UNIT. A301 CLASSROOM-5 O C5EE 5HEET A301:. TI ROOM 115 I i �♦ L J NEW 3 5/8' METAL STUD FRAM I IG 2 1 CASEWORK. CRE R TO' 5HE A5001 AT 16' O.G. W/ 5111V GYP. BO NEW G C. 51LL ♦ J# A301 BOTH SIDES. CPAIN PER OWNEi FL SPECIFICATIONS. // // / { / / < r /{ / / // /{ // {{ /{ /{ /{ /{ /{ i/ { /{ / / ,, / / / / / / / / /\/ \i�i\/\/i\/i\/i\/\/\/\/ \{\/\ ✓ \ /\/\i\/\/\/\ \fib \{< \i\ /\/i\i\i\ / /\/ ✓, i /, /, /, // / /{ / /{ // � // /{ / / / / ' ' °,. / i / / . ,.,: \\\\\\ `� \�\ \O\\\\\ \O\\\\\\ \<\ �\\\\\\\�/\ \\\\\\\\ v\v\/v\vv\�\��/\�\ivvvvv\vv�\v\ \\ \\ \\� \\ O\\\\\�\\\•\\\\\\\\\\\\�\....\\\\\\\\\\\\\\ �/ / /i /i / , / / i / /\ / / / { / i �/i /{ // // /� // /{ /{.,/ / // , /{ // T // /{ // {{ // T /{,// /{ // T { T { /{ // // /, / ri /i� / / /i ✓i /i a /i / / / /{ /� // / {i�i f / i / T / / / /,r / i/ /T /i /i i /i / /i i /i // ii�Niy / --- / \ �\/v\\i\\<\\/,\\!<\.:\\!i\ /\i\i\/\i�i\i\i\/\/\i\i\/ A.A�\i\. � �An\nAi;A�.Ai�A/*\,aU,And;ArAA!r\............�Ai�\FSAn\---\ix\/,AnA. iB BUILDING SECTION CoN 1/4"=1'-D" Li ' 76 RE: L ARE THE RESPONSIBIIlTY OF THE 4018A400 CONTRACTOR OF RECORD copy THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. NEW ASPHALT SHINGLE ROOF NEW ASPHALT SHINGLE ROOF OVER C2) LAYERS 30# FELT ON OVER C2) LAYERS 30# FELT ON 3/4' EXTERIOR G/D SHEATHING 3/4' EXTERIOR G/D SHEATHING 48/24 WITH 8d NAILS AT G' O.G. 48/24 WITH 8d NAIL5 AT G' O.G. AT EDGES AND 12' O.G. AT AT EDGES AND 12' O.G. AT NEW TRU55 SYSTEM. INTERIOR. (TYPICAL). �_ INTERIOR. CTYPICAL). METAL DRIP EDGE. PT. 2xG FRAMING AT ROOF EDGE BEYOND. � 1G' O.G. CTYPIGAL). EXISTING CONCRETE BEAM TO REMAIN. G12x30 W/ 1/2' DIA. x5' PAWL POWER BOLTS AT 1G' O.G.-ALTERNATE TOP AND BOTTOM. LAY -IN CEILING TILES FLASHING FL METAL LJ REFER TO REFLECTED MAL FL CEILING PLAN. IN 5/8' GYP. BOARD ON TAL COUNTER FLASHING 7/8' METAL FURRING CHANNELS. 1/2"=1'-O" 2 DETAIL 40181 A400 RE: PROVIDE 5IMP50N L5TA 15 STRAP WITH IS-_10d NAILS. (TYP.). 1 1 /2"=1 '-O" 4018A400 J `1x PT. WOOD SOFFIT TO D. MATCH EXISTING. 2x PT WOOD NAILER. 1x PT. WOOD FASCIA. 1x PT WOOD TRIM. METAL DRIP EDGE. 1 DETAIL 11/2"=1'-0" A400 j RE: 1401BA400 fLA F L 0 R I D A 8517 South Park Circle Suite 150 Orlando, FL 32819 P 407/370-5555 F 407/370-5550 License No. AA0002730 Project Number: 4050 Date Mued 09-18-02 Drawn Elp CC 1-27-03 BLDG. DEPT. COMMENTS s ESA o 0= W O Z W W U La a U J a ELE M J U a z 0 Uwu) � J W C Z J o a J m Sheet Number: A400 TUE 28 JAN 2003 \\ALPI\00 DRAWINGS\4050A500,DWG ROOM FINISH SCHEDULE FLOOR BASE N. WALL S. WALL W. WALL E WALL CELJNG CLOT NOTES +REMARKS ROOM NO. SPACE NAME FM C BM C WM WF C WM WF C WM WF C WM WF C CM CIF HUT. 100 LOBBY VGT VB GYP VWG GYP VWG GYP VWG - - ACT FF 8'-0' 100A TOILET GT GT GYP EP GYP EP GYP EP GYP EP GYP PF 8'-0' 1005 CORRIDOR VGT VB GYP VWG - - GYP VWG GYP VWG ACT FF 8'-0' 100C HVAG VGT VB GYP PT GYP PT GYP PT GYP PT EXP - I - 100D CORRIDOR VGT VB GYP VWG GYP VWG - - - - ACT FF 8'-0' 100E CORRIDOR VGT VB GYP VWG GYP VWG GYP VWG GYP VWG ACT FF 8'-0' 101 COMMUNITY ROOM CPT VB GYP VWG GYP VWG GYP VWG GYP VWG ACT FF 8'-0' 102 RECEPTION/ OFFICE VGT VB GYP VWG - - - - GYP VWG ACT FF 8'-0' 102A REPRO VGT VB GYP PT GYP PT GYP PT GYP PT ACT FF 8'-0' 103 OFFICE GPT VB GYP PT GYP PT GYP PT GYP PT ACT FF 8'-0' 103A STORAGE VGT VB GYP PT GYP PT GYP PT GYP PT GYP PF 8'-0' 104 OFFICE CPT VB GYP PT GYP PT GYP PT GYP PT AGT FF 8'-0' 105. OFFICE CPT V15 GYP PT GYP PT GYP PT GYP' PT AGT FF 8'-0' 106 INFANT CLASSROOM VGT VB GYP PT GYP PT GYP PT GYP PT AGT FF 8'-0' 10GA TOILET GT GT GYP EP GYP EP GYP EP GYP EP GYP PF 8'-0' 107 INFANT CLASSROOM VGT VB GYP PT GYP PT GYP PT GYP PT AGT FF 8'-0' -107A TOILET GT GT GYP EP GYP EP GYP EP GYP EP GYP PF 8'-0' 108 ' INFANT CLASSROOM VCT VB GYP PT GYP PT GYP PT GYP PT ACT FF 8'-0' 108A TOILET GT GT GYP EP GYP EP GYP EP GYP EP GYP PF 8'-0' 109 INFANT CLA55ROOM VGT V15 IGYP PT GYP PT GYP PT GYP PT ACT FF 8'-0' 109A TOILET GT GT GYP EP GYP EP GYP EP GYP EP GYP PF 8'-0' 11D INFANT CLASSROOM VGT VI5 GYP PT GYP PT GYP PT GYP PT AGT FF 8'-0' 110A TOILET CT GT GYP EP GYP EP GYP EP GYP EP GYP PF 8'-0' 111 CLASSROOM VGT VB GYP PT GYP PT GYP PT GYP PT ACT FF 8'-0' 111A TOILET CT GT GYP EP GYP EP GYP EP GYP' EP GYP PF 8'-0' 112 CLASSROOM VGT VB GYP PT GYP PT GYP PT GYP PT AGT FF 8'-0' 113 CLASSROOM VGT VI5 GYP PT GYP PT GYP PT GYP PT ACT FF 8'-0' 113A VESTIBULE VGT VB GYP PT GYP PT GYP PT GYP PT GYP PF 8'-0' 113B TOILET GT CT GYP EP GYP EP GYP EP GYP EP GYP PF 8'-0' 113G STORAGE VCT' VI5 GYP PT GYP PT GYP PT GYP PT ACT FF 8'-0' 114 CLASSROOM VGT VB GYP PT GYP PT GYP PT GYP PT ACT FF 8'-0' 114A VESTIBULE VGT VB GYP PT GYP PT GYP PT GYP PT GYP PF 8'-0' 114B TOILET GT GT GYP EP GYP EP GYP EP GYP EP GYP PF 8'-0' 115 CLASSROOM VGT VB GYP PT GYP PT GYP PT GYP PT ACT FF 8'-0' 116 TEACHER'S ROOM GPT VB GYP' PT GYP PT GYP PT GYP PT ACT FF 8'-0' 117 HVAG 5C - GYP PT GYP PT GYP PT GYP PT EXP - - µ 5 r� 1 GB , F4' PTD-2 GT m L------- TP-1- u N ROOM FINISH SCHEDULE (CODE LEGEND) HEADING CODES FLOOR MATERIAL CODES CFM) WALL MATERIAL CODES CWM) CEILING MATERIAL CODES CCM) FM = FLOOR MATERIAL CPT = CARPET GMU = MASONRY GYP = SUSPENDED GYP BOARD G = COLOR VGT = VINYL COMPOSITE TILE GYP = ,GYPSUM BOARD A55EMBLY ACT = AGOU5TIG CEILING TILE BM = BASE MATERIAL GT = CERAMIC TILE EXP = EXPOSED STRUCTURE WM = WALL MATERIAL SC = SEALED CONCRETE WALL FINISH CODES CWF) WF = WALL FIN15H CEILING FIN15H CODES (OF) CM = CEILING MATERIAL BASE MATERIAL CODES CBM) PF = PAINT OF = CEILING FINISH EP = EPDXY PAINT FF = FACTORY FINISH HT = HEIGHT VB = VINYL BASE VWG = VINYL WALL COVERING PF = PAINT GT = CERAMIC TILE EP = EPDXY PAINT ROOM FINISH NOTES: 1. INTERIOR PAINT: SHERWIN WILLIAMS 'QUALI-CRAFT' SEMI -GLOSS EGGSHELL ODORLESS ACRYLIG LATEX. COLORS AS SELECTED BY OWNER. PRIMERS: CONCRETE AND MASONRY PRIMERS SHALL BE LOXON BLOCK SURFACER -FLAT LATEX. GYPSUM WALL PRIMER: PREPRITE 200 WHITE LATEX. FERROUS METAL PRIMER: KEM KROMIX UNIVERSAL METAL ALKYD -TYPE PRIMER. EXTERIOR PAINT: SHERWIN WILLIAMS EXTERIOR ALL WEATHER ACRYLIC PAINT. COLOR TO MATCH EXISTING. NOTE: PROVIDE WATER-5A5ED EPDXY PAINT AT TOILET ROOM WALLS, NOTE: GLEAN ALL EXISTING WALLS WITH TRI50DIUM PHOSPHATE AS REQUIRED BEFORE PRIMING AND PAINTING. 2. BASIS OF DESIGN FOR CERAMIC TILE SHALL BE AS FOLLOWS: DALTILE MOSAIC GLAZED TILE WITH C3) COLOR PATTERN TO 4'-0' A.F.F WITH EPDXY GROUT CGOLOR TO MATCH) AND UNGLAZED TILE WITH EPDXY GROUT AT FLOOR. (COLOR TO MATCH). 3. BASIS OF DESIGN FOR CARPET SHALL BE AS FOLLOWS: G+A FLOORGOVERING5 'SAILAWAY" 79.24 OZ. WITH RUBBER BACKING. PROVIDE ADHE51VE AS RECOMMENDED BY MANUFACTURER, CGOLOR A 1)STYLE A5 SELECTED BY OWNER). 4. BA515 OF DE51GN FOR VINYL GOMP051TION TILE SHALL BE A5 FpLLC�W5: ARMSTRONG STANDARD EXGELON. CGOLOR A5 SELECTED BY OWNER)- PROVIDE ADHE51VE AS RECOMMENDED BY MANUFACTURER. 5. VINYL BASE: ROPPE TVSP167 1/8' BASE CGOLOR AS SELECTED BY OWNER). G. LAY -IN CEILING TILE: ARMSTRONG 'HUMIGUARD' TEGULAR CEILING TILES C51ZE AS SHOWN ON PLANS) WITH ALUMINUM SUSPENSION GRID. 3 A501 FILE Copv CONCEALED FASTENERS OR ATTACHMENT ARE THE RESPONSIBILITY Of THE CONTRACTOR OF RECORD a INDICATES UNDERGOUNTER REFRIGERATOR UNIT. 3 REF'GISINK BASE11/4"=1'-O" A500 RE: 405OD201 ,� rl I...uai.."... ... . ��=N E EQ. ' 39 1/2' 18' 42'4' �. - --^ A 224' B - C PTD-2 GB-2 'DTP - q g C 24' 36. 18. PTD-2 ; s TOILET LAN/ELEVATIONS 1./4"=1'-0" 6 TOILET PLAN/ L V r1ONS ,/4"=,'—D" i2� RECEPTION DESK A500 RE: 107A - 106A SIMILAR OPPOSITE HAND. 405OD201 SD-2 GB-1 PTD-1 - -MR-1 c TP 2' 42' SD-2 36 -GB-2 A A500 B TP-1 PTD-1 GB-2-/ GB - TOILET N TP-1 111A - 24' B 1W 15' 418' / C TOILE / L ATI S 1/4"=1'-0" A500 RE: 111A 4 I (A n TP-1 eo c GT it GB + +a, aSOD GT Z 5D-1 TP-1 I LAT---------- 11OA PTD-2 40 1/2'_ 9 1/2 A 24' 39 1/V 4 1/2, 18' B TOILET PLAN/ELEVATIONS A500 RE: 110A 405OD201 'C 1 /4"=1 '—O" 405OD201 1�-IIIIIM TOILET 1 113B 0[ MR-1 6 A A500 B./ 5D�2 MR-1 MM A MTn 4 t 405OD201 5 TOILET PLAWELIEVATIONS A500 RE: 113B - 114B SIMILAR OPPOSITE HAND. 405OD201 (�ATQ 1) SIM. O MR-1 5 5D-1 B A5oo TP-1� TP-1 A (�} ,, 1 PT&`?� N C N 42' 16' iW. A 24' B 4 TOILET PLAN/EL VATIONS 11/4-. A500 RE: 102 1■wswi� �� 1■w■w■� I■w■w■1 1■w■w■1 .. i:■wr.�.-I�i�ii 7■■■w■1 �.nic 7 ■■ewe n Iw[`2•J■■1 !eaeeeee���� nllwwnln is■��■w■wi- 1p THESE PLANS AND qCl PAOP05ED WORK ARE SU9JECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARYIN ORDER TO COMPLY WITH ALL APPLICABLE CODES, GENERAL NOTES: r .c A 36' 25' 30, 24' g 1 /4"=1'-0" 405OD201 1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO START OF CONSTRUCTION. 2. PROVIDE PLASTIC LAMINATE AT ALL EXPOSED SURFACES. 3. PLASTIC LAMINATE COLOR AND TYPE TO BE SELECTED BY OWNER. 4. ALL WORK TO Bf DONE IN ACCORDANCE WITH ALL LOCAL AND STATE BUILDING GODES, 5TATUTE5 AND REGULATIONS. TOILET ACCESSORIES LEGEND GRAB BARS GB-1 GRAB BAR: 3G' ADA COMPLIANT G15 -2 GRAB BAR: 42' ADA COMPLIANT G5 -3 GRAB BAR: 18'x3G' ADA COMPLIANT MIRRORS MR--1 STAINLESS STEEL FRAMED MIRROR SOAP DISPENSERS 5D-1 DECK MOUNT 50AP DISPENSER 9 5D-2 WALL MOUNT 50AP DISPENSERS PAPER D15PEN5ER5 ii u u , VPTD-1 ; %Z-1 ✓PTD= - 1 /4"=1'—O" 405OD201 TP--1 TOILET PAPER DISPENSER PTD-1 REGE55ED PAPER TOWEL/ WASTE RECEPTACLE " PTD-2 SURFACE MOUNTED PAPER TOWEL DISPENSER M15GELLANEOU5 55 FOLDING SHOWER SEAT GT CHANGING TABLE GB ClUBBIES W/ DOORS. SR SHOWER ROD Project Nufbw. 4050 Date baled 09-18-02 Drawn By: CC Rewdow U Z 1 1- 0 �� �' o LLLI O I Z ILL U U J W mr-H� ril 3, I 1 t �< j ` �j1.7 zj f� Sheet Number: A500 2, NOR IS THIS DRAWING TO BE ASSIGNED TO ANOTHER PARTY WITHOUT THE WRITTEN CONSE TUE 28 JAN 2003 <01,39,15PM EST) \ Will! iiiiii DRAWINGS\405OA501.D WG 1 1 /2'� 1'-O" p J I 405OA501 THE COPYRIGHT TO THIS DRAWING 14'-0' 12'-0• , -MAP RAIL MB-5 MB-2 MB-3 BB-1 � � T a is i9 m MARKERBOARDS BULLETIN BOARD `5� ADA MOUNTING HEIGHT SCHEDULE 4 11 1 7 S 19 3/4' 1/2 4 CABINET SECTION 1 1/2"=1'-O" AM 4O5OA501 3 -0, TB-2 TB-G 4'-0' TB-1 TB-5 FIN. FL. TACKBOARDS M{�M-1� F.E.C. E.W.G, e 0 4 N CLOCK ELECTRICAL FIRE EXTINGUSHER WATER CABINET COOLER MOP AND BROOM HOLDER �— MR-2 n n o 0 5N-1 g 9 IL � 4 M5-1 a TOWEL 50AP MIRROR UNITS TOWEL SANITARY WATER 1'-6' DISPENSERS/ DISPENSERS DISPENSERS NAPKIN CL05ET DISP05AL DISP05AL UNIT GB-1 GRAB BARS GB-2 TP-1 TOILET T155UE z . N D15PEN5ER5 4O5OA5O1 CDfOFASIfy E COPYFILffq��gA�ACy Acro�AFryf : i THESE PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CORRECTIONS RK REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, GENERAL NOTES: KEYNOTE LEGEND 1. FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF Oi 3/4' PLYWOOD WITH PLASTIC, LAMINATE SURFACE. FABRICATION OF ANY CASEWORK. 2. GOLOK, TYPE AND STYLE OF PLASTIC LAMINATE TO O ADJUSTABLE PLYWOOD SHELVING. PROVIDE PLASTIC LAMINATE AT ALL BE SELECTED BY OWNER. EXPOSED SURFACES. 3. COORDINATE LOCATIONS OF LOCKABLE CABINETS O PRE -MANUFACTURED GUBBIE. CBY GHILDGRAFT OR EQUAL). WITH OWNERS REQUIREMENTS. O4 METAL CABINET PULL. CFIN15H AS DETERMINED BY OWNER). 4. GOORDINATE ADDITIONAL GASEWORK ACCESSORIES NOT SHOWN WITH OWNERS REQUIREMENTS. 5O METAL DRAWER GLIDE. 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH O METAL SHELF STANDARD. ALL LOCAL AND STATE BUILDING CODE REGULATIONS. 7O PT. 2x WOOD NAILER. 8o BASE MATERIAL. CREFER TO FINISH SCHEDULE). O PT. lx NAILER WITH PLASTIC LAMINATE AT ALL EXPOSED SURFACES. 10 PROVIDE LOGK5ET5 PER OWNERS REQUIREMENTS. 11 1/4' FIN15H GRADE PLYWOOD. CSTAINED PER OWNERS SPECIFICATIONS). 12 DOUBLE 2x4 PT WOOD NAILERS. 13 1X PT WOOD NAILER. 14 3/4' PLYWOOD SHELF W/ PLASTIC LAMINATE AT ALL EXPOSED SURFACES. 25 1/2' 25 1/2' 13 ( -\ 13 V '"I a 4 10 �� 17'1/2' 1/2' 17' 1/2 CM C 3 CA I 1 1/2"=1'-0" 2 BI 1 1/2"=1'-0" 1 CABINS 1 1/2"=1'-0" AM 4O5OA5O1 A�01 405OA501 A501 4O5OA5O1 i DRAWING TO BE ASSIGNED TO ANOTHER PARTY WITHOUT THE WRITTEN. CONSENT OF FLORIDAARCHIT INC. Pr 4050 Date Ismod 09-18-02 Drawn Bp cc RevM= ICEQ w 0 z U- LLI U 0 Q J W Q FL L 7 t� F.Kv Y� SheONumber: nr PP IAKI Pnn'] mLdn,nAPM GCT) \\AI PT\nn nP41dTNGS\4n5nA6nn.➢WG 1. NOMENCLATURE: 2. DOOR NUMBER: LOCATED ON PLANS 3. DOOR 51ZE: A ALL DOORS CEXGEPT OVERHEAD PANEL DOORS) ARE 1-3/4 INCHES THICK UNLE55 OTHERW15E NOTED. 4. DOOR TYPE- GENERAL NOTES: A DOOR TYPES ARE SHOWN IN ELEVATION. B ALL HOLLOW METAL FRAMES SHALL BE PAINTED. CREFER TO SPECIFICATIONS). 5. CONSTRUCTION: THIS COLUMN INDICATES THE DOOR MATERIAL CREFER TO SPECIFICATIONS) AND CONSTRUCTION AS FOLLOWS: WD = 50LID GORE WOOD DOOR HM = STANDARD HOLLOW METAL CONSTRUCTION 6. DOOR FINISH: REFER TO 5PEGIFIGATION5 FOR PREPARATIONS AND FINISHES INDICATED AS FOLLOWS: P = PAINTED C5EMI-GLO55 STAIN FINISH) 5 = STAINED AND SEALED - FACTORY FIN15H 7. GLA55: REFER TO SPECIFICATIONS AND DOOR TYPES/ELEVATIONS FOR THE MATERIALS AND SIZES OF GLA55 AND GLAZING REQUIREMENTS AS FOLLOWS: N = NONE REQUIRED TG TEMPERED GLA55, CLEAR WG WIRE GLA55, CLEAR 8. RATING: THI5 COLUMN REFERS TO FIRE RATING IN HOURS 20M= SMOKE RE515TANT 45M= 1 HOUR RATING 9. FRAME TYPE GENERAL NOTES: A FRAME TYPES ARE SHOWN IN ELEVATIONS. DETAILS ARE REFERENCED ON ELEVATIONS. B ALL HOLLOW METAL FRAMES SHALL BE PAINTED. 10. HARDWARE GROUP: REFER TO SPECIFICATIONS SECTION D871D FOR HARDWARE GROUPS AND PARTICULAR REQUIREMENTS AS INDICATED. 11. NOTES / REMARKS: REFER TO THE FOLLOWING AS INDICATED IN THE SCHEDULE: PRECAST GONG. LINTEL 7/8' METAL FURRING a 16' O.G. 5/8' GYP. BD. HOLLOW METAL FRAME 7/8' METAL FURRING 6 1G' O.G. 5/8' GYP. BD. 8' GONG. BLOCK Ja W PRECAST GONG. LINTEL 7/8' METAL FURRING ® 1G' O.G. 5/B' GYP. BD. STUCCO HOLLOW METAL FRAME 7/B' METAL FURRING 0 1G' O.G. 5/B' GYP. BD. B' GONG. BLOCK STUCCO JAMB 5 DETAIL 4 DETAIL 3 11/2"=V-0� 11/2"=V-0" A600 RE: 405OA600 A600 RE: 405OA600 A600 i i H 0 FRAME ELEVATIONS 101 r-a- 3 Q WG A600 9 l4 3 A600 0 N J 11 1 /4'=1'-0" 405OA600 ;o l9 3'-0' A 2r-0' 5/85/8' HEAD 5/S' GYPSUM BOARD SEALANT GONTINUOU5 HOLLOW METAL FRAME 2' `3 5/8' METAL STUDS 6 1G' O.G. ACOUSTIC BATT INSULATION DETAIL 1 1/2•=1'-0" RE: 405OA600 '-4' 3'-0' 3'-0' B C DOOR ELEVATIONS NOTE: REFER TO DOOR SCHEDULE FOR DOORS REQUIRED TO HAVE WIRED GLASS. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILP OF THE CONTRACTOR OF RECORD 2'-0' i9 N �o i9 o rHFSEPLANS ARESUade ApRCPpSeoRMYRRD9TOANYORRECrWORK SSYF/E401NSP10,VS CESSARY IN OR 00NpiyW17HA44PPL ABC® R0 0 Al DES, D 1/4"=1'-0" 405OA600 8517 South Park Cirde Suite 150 Orlando, FL 32819 P 407/370-M F 407/370-5550 License No. AA0002730 Project Number: 4050 Date Issued 09-18-02 Drawn By: cc Revisions: 1-27-03 BLDG. DEPT. COMMENTS A i Q V M EL Q Q O Z L.L U La Z � J W J a� H J U Q H J \Q W Z W J 0 0 < z I W 0 J CA W cr W W J 0 Q W W 0 0 \c� A.05 Sheet Number: DRAWING WHICH MAY COPIED IN A600 F PR LAN Pnrn <01:40:4RPM FST, \\AI PT\00 ➢RAWTNGS\4050A901,➢WG GENERAL HVAC NOTES 1. HVAC WORK CONSISTS OF PROVIDING AND INSTALLING AIR CONDITIONING SYSTEMS FOR A COMPLETE OPERATING SYSTEM AND AS INDICATED ON THE DRAWINGS. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND SPECIFICATIONS. IT IS THE INTENTION OF THE CONTRACT DRAWINGS AND SPECIFICATIONS TO CALL FOR COMPLETE, FINISHED WORK, TESTED, AND READY FOR OPERATION. 2. TEST AND BALANCE SHALL BE PROVIDED BY A COMPANY SPECIALIZING IN THE TESTING AND BALANCING OF HVAC SYSTEMS AS SUBCONTRACTOR TO THE HVAC CONTRACTOR, GENERAL CONTRACTOR, OR OWNER. THE TEST AND BALANCE CONTRACTOR SHALL BE A MEMBER OF EITHER AABC OR NEBB. 3. DUCT DIMENSIONS SHOWN ON THE DRAWINGS ARE CLEAR INSIDE AIR PASSAGE DIMENSIONS. 4. PROVIDE SPIN -IN FITTINGS AT ALL FLEXIBLE DUCT RUNOUTS TO DIFFUSERS WITH AIR EXTRACTOR AND DAMPER. 5. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 6'-0". 6. ALL PIPING SHALL BE SUPPORTED WITH COMMERCIAL MANUFACTURED CLAMPS. PROVIDE ISOLATION SLEEVES TO PREVENT CONTACT OF DISSIMILAR METALS. 7. INSTALL ALL EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS AND RECOMMENDATIONS. B. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS. 9. ALL INSULATION SHALL BE FIRE RATED IN ACCORDANCE WITH ASHRAE 90A 50/25 SMOKE DEVELOPMENT AND FLAME SPREAD REQUIREMENTS. INSULATION "R" VALUES SHALL COMPLY WITH THE FLORIDA ENERGY CODE. 10. MOUNT ALL SPACE THERMOSTATS AND/OR SENSORS 4 FEET ABOVE THE FLOOR, UNLESS OTHERWISE NOTED. 11. INSTALL DUCT MOUNTED SMOKE DETECTORS (FURNISHED BY DIVISION 16) IN SUPPLY AND RETURN AIR DUCTWORK CONNECTED TO EACH A/C UNIT. WIRE DUCT MOUNTED SMOKE DETECTORS SUCH THAT ACTIVATION WILL DE -ENERGIZE AIR HANDLING UNIT FAN. LOCATE DUCT MOUNTED SMOKE DETECTORS THE REQUIRED DISTANCE DOWNSTREAM FROM BENDS OR INLETS AS RECOMMENDED BY THE MANUFACTURER. 12. AIR HANDLING UNITS SHALL BE SHUT DOWN BY THE FIRE ALARM SYSTEM. WIRE THROUGH FIRE ALARM RELAY CONTACT (PROVIDED BY THE FIRE ALARM CONTRACTOR) TO SHUT DOWN ONLY THE AFFECTED INDIVIDUAL AIR HANDLING UNIT UPON DUCT DETECTOR ACTIVATION. COORDINATE WITH FIRE ALARM CONTRACTOR ACCORDINGLY, WHEN AIR HANDLING UNITS SHUT DOWN FOR FIRE ALARM OR MAINTENANCE, INTERLOCKED EXHAUST FANS SHALL ALSO SHUT DOWN. 13. ACTIVATION OF THE DUCT DETECTORS SHALL CLOSE ALL SMOKE DAMPERS TO AFFECTED ZONE. SMOKE DAMPERS SHALL RE -OPEN AUTOMATICALLY UPON RESTORATION OF THE FIRE ALARM "ALL CLEAR" SIGNAL. COORDINATE THE WIRING OF THE COMBINATION SMOKE/FIRE DAMPERS WITH THE FIRE ALARM CONTRACTOR ACCORDINGLY. 14. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL AIR DEVICES LOCATED IN THE CEILING. 15. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL CHARACTERISTICS OF MECHANICAL EQUIPMENT. 16. UNLESS OTHERWISE NOTED, INSTALL ALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO THE BOTTOM OF THE STRUCTURE. COORDINATE ELEVATION AND LOCATION WITH RAIN LEADERS, WATER PIPING, PLUMBING VENTS, AND MAJOR ELECTRICAL CONDUITS OR CABLE TRAY. 17. PROVIDE MANUAL DAMPERS IN ALL OUTSIDE AIR DUCTS. 18. PROVIDE DRAIN P-TRAPS IN THE CONDENSATE LINES AT ALL AIR HANDLING UNITS. 19. ROUTE FULL SIZE (MIN. 1 ") COPPER DRAIN PIPE FROM EACH AHU DRAIN PAN TO RESPECTIVE FLOOR DRAIN. INSULATE WITH 3/4" ARMSTRONG "ARMAFLEX" INSULATION. 20. THE ENGINEER HAS MADE AN EXTENSIVE EFFORT TO IDENTIFY ABOVE CEILING CONFLICTS. THE CONTRACTOR IS RESPONSIBLE TO CHECK FIELD CONDITIONS PRIOR TO BIDDING AND REPORT ANY PROBLEMS/CONFLICTS TO THE ENGINEER WITHIN 2 DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH WERE NOT BROUGHT TO THE ENGINEER'S ATTENTION ARE TO BE MADE BY THIS CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. 21. THE WORK INDICATED ON THESE DRAWINGS IS GENERALLY DIAGRAMMATIC AND IS INTENDED TO CONVEY THE SCOPE OF WORK AND INDICATE THE GENERAL ARRANGEMENT OF DUCTWORK AND EQUIPMENT, ETC. 22. ALL WORK IS TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE(1) YEAR FROM DATE OF FINAL ACCEPTANCE. ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED WITHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. 23. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL REMOVE ALL TOOLS, APPLIANCES, SURPLUS MATERIALS, AND SCRAP. ALL IDENTIFIED EXISTING EQUIPMENT TO BE REMOVED SHALL BE TURNED OVER TO THE OWNER. 24. WHEN CONFLICTS OCCUR IN SPECIFICATIONS OR IN THE DRAWINGS, OR BETWEEN EITHER, THE ITEMS OF GREATER QUANTITY OR HIGHER COST SHALL BE PROVIDED. 25. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES IN ORDER TO AVOID CONFLICTS. 26. PROVIDE BALANCING DAMPER IN EACH BRANCH CONNECTION. 27. ALL DUCTWORK INSTALLED ON THIS PROJECT SHALL BE OF SHEET METAL CONSTRUCTION. DUCTWORK SHALL BE FABRICATED AND CONSTRUCTED IN ACCORDANCE WITH SMACNA REQUIREMENTS. 28. ALL ROOF ATTACHED EQUIPMENT AND APPURTENANCES INCLUDED IN THE SCOPE OF THIS PROJECT ARE REQUIRED TO BE SECURED TO THE UNDERLYING BUILDING STRUCTURE. THE FASTENING SYSTEMS SHALL BE DESIGNED TO WITHSTAND A 140 MPH WIND GUST LOAD. SPIN -IN FITTING WITH BUTTERFLY DAMPER & 45 DEG. EXTRACTOR. SUPPORT AS PER SMACNA ROUND "SNAPLOCK" SHEET METAL STANDARDS OR SPIRAL LOCKSEAM FOR RUNOUTS GREATER THAN 6 FT. WITH WRAP INSULATION. (SAME AS DIFFUSER NECK) 77 7 7777 i' SUPPLY DUCT 2" WRAP INSULATION: ' r CUT, FIT & GLUED OVER CEILING DIFFUSER WRAP INSULATION � - -- - CEILING CEILING DIFFUSER J CEILING DIFFUSER RUNOUT DETAIL NOT TO SCALE �u v - - v LEGEND ® - INDICATES 2x2 SUPPLY GRILLE. ® - INDIGATE5 12x12 SUPPLY GRILLE. ® - INDICATES EXHAUST FAN. - INDIGATE5 RETURN AIR DIFFUSER. RD - INDIGATE5 I FLOUR RATED RADIANT DAMPER. KEYNOTES INDICATES EXISTING DUGTWORK TO REMAIN. TIE INTO NEW TRUNK LINE AS REQUIRED BY NEW WORK. f TIMER DELAY/ AE31 RELAY. - EF #1 80 GFM ' 69 GFM 1G4 GFM 499 GFM Agog& 8'_7 E E.-' EF #1 a [a 395 GFM 11D GFM BOO GFM I109 GFh 107 GF 300 GFP 14' FRESH AIR 1OX10 /A - - - EF #1 � 80 GFM ® 320 GFM q, 320 GFM G, 70 7 16x16 R/A 79 GFM "-' 9 5 GFM 4 GFM q" 12• GFM 6' 12' 2 DISTRIBUTION 114 GFM 12, 12'� BOX. q, - -- 16x16 R/ �14x14 1Gx1G R/A 1Gx1G R/A— T 320 GF G GF Z F 1�j-E� #1 GO FM ®ilO G 9' G 320 GFM q8 GFM �L 8' 1 �4' 8• i 698 GFM 475 GFM 65GFP 1 - _ __L -- EF #1-80 GFM R/A1 R/A SUPPORT WIRE TO PREVENT SAGS & KINKS IN FLEX FLEXIBLE DUCT: DO NOT SAG OR KINK, INSULATED, MAXIMUM 6 FT. LONG (SAME AS DIFFUSER NECK). THREE SHEET METAL SCREWS THRU HELIX OF FLEXIBLE DUCT, BAND CLAMP AND TAPED. ==> MAIN SUPPLY DUCT ==> VOLUME EXTRACTOR: ADJUSTABLE ADJUSTABLE METAL FROM FULLY CLOSED POSITION ROD OR LINKAGE TO CFM NOTED ON PLANS TOP REGISTER PLAN VIEW SUPPLY REGISTER TAKE -OFF => MAIN SUPPLY DUCT ?W 4" MIN. I —.. I W � BRANCH DUCT PLAN VIEW BRANCH DUCT TAKE -OFF SUPPLY DUCT TAKE -OFFS NOT TO SCALE EOUIPMENT SCHEDULE PROVIDE VOLUME DAMPER WHEN SHOWN ON PLANS EF #1 - BROAN MODEL #G71 115V WITH SPEED GONTROL. CGFM AS SHOWN ON PLANS). A/G #1 - CONDENSER: TRANE MODEL #TTA 180B 300E 208/230V 3 PHASE. CMAXIMUM FUSE 51ZE 90 AMPS.) A/G #1 - AIR HANDLER: TRANE MODEL #TWE 180D 300C WITH 2OKW HEAT. CMAXIMUM FUSE SIZE 110 AMPS.) A/C #2 - AIR HANDLER: LENNOX MODEL #GB 17-95 208/23DV WITH 1OKW HEAT. CMAXIMUM FUSE 51ZE GO AMPS.) Allk 0 CONCEALED FASTENERS OR ATTACHMENTS HL E Cpy ARE THE RESPONSIBILITYOF THE CONTRACTOROFpG M THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED By FIELD INSPECTORS THAT 1440 CFM MAY BE NECESSARY IN ORDER TO �1 FRESH AIR COMPLY WITH ALL APPLICABLE CODES, RD RD L,\ 741 GFM RD 200 CFM - � III S�' �_(J• � _FS' 12x12 R� �18x16 ��8, �16x14 8, �12x11 8, 24x24 R/A— _/d 1 A —14x14 9' 8' 422 GFM -30x18 G15 GFM I,ZL ~8, 8 � 8 300 18x16 GFM E:] GFM 690 GFM LB)7- Gqq GFM JGFM fG'16 G 1�x16 1212x 16x16 R/A fl R/I MUM A �EF #1-90 GFM 79 GFM 211 2 GFM � � 79 GFM 194 G� M EF #1-90 GFM iGx1 DISTRIBUTION BOX. G04"ION /A► s B�CB gT.LUCe0ORGp� 58 CFM L �,�wFuv aoB i 4" 70 GFM[ I)X��wEVBY 'itTMUs���r O�lO �s LCI� •1 �yII L BE 8' ILN 431 GFM 245 GFM 8' FRESH AIR f 0 LA F L 0 R I D A 8517 South Park Circle Suite 150 Orlando, FL 32819 P 407/370-5555 F 407/370-5550 License No. AA0002730 Protect Number: 4050 Date bevel 09-18-02 Drawn Elp CC ReY181onB 1-27-03 BLDG. DEPT. GOMMENT5 U CZ L q: 0 0 Ir a. I: Q a Wo -J 2E J LL C) LLI Q J W J a o- a W � U) J Q Q 0L W J 0 U Cz Q a U7 W i— M z ` W 1 Sheet Number: DA ARCHITECTS, INC RESERVES THE COPYRIGHT TO THIS CHANGED MECHANICAL PLAN RE: MANNER, NOR IS THIS DRAWING TO BE ASSIGNED TO ANOT CONSENT OF 405OD201 A901 28 JAN 2003 <01:4L26PM EST> \\ALPI\00 DRAWINGS\4050A902.DWG GENERAL ELECTRICAL NOTES: 3-500 KGMIL 1-350 KGMIL 3' RIGID CONDUIT.- METER 3-3/0 KGMIL THHN 3-3/0 KGMIL THHN 4-#1 KGMIL THHN 1-1/0 KGMIL THHN 1-1/0 KGMIL THHN 1-#G KGMIL THHN 1- #G KGMIL THHN 1- #G KGMIL THHN 2' EMT. - 2' EMT. 2' EMT. - 450 AMP 3 PHASE 120/240/208 K1 EX15TING PANEL 50A D15CONNEG 3 PHA5E 120/240/208 AG1 4' 5CH. 80 -#2 KGMIL 125 AMP PVG FUS D DISGON T 3 PHA5E 120/241 8 3-#2 KGMIL THHN L1 EX15TING PANEL DOA D15CONNEC 3 PHA5E 120/240/208 L2 1. 120 VOLT BRANCH CIRCUITS, WHERE THE LENGTH OF CIRCUIT CONDUCTORS COMPLETE FROM 14. MOUNT ALL DISCONNECT SWITCHES FOR MECHANICAL EQUIPMENT WITHIN 6 FT. OF EQUIPMENT 26. COORDINATE WITH OWNER, INCLUDING BUT NOT LIMITED TO DISCONNECTING POWER, TELEPHONE CIRCUIT BREAKER IN SOURCE PANEL TO ANY DEVICE ON THE CIRCUIT IS 0-100 FEEL' FROM THE CONNECTION POINT. VERIFY LOCATION OF POINT OF CONNECTION WITH EQUIPMENT INSTALLER SERVICE, FIRE ALARM SERVICE AND INTERCOM SERVICE AS REQUIRED. PROVIDE ALL ELECTRICAL AS PANEL, ARE TO HAVE #12 MINIMUM BRANCH CIRCUIT WIRING THROUGHOUT CIRCUIT. (CONDUIT PRIOR TO ELECTRICAL ROUGH -IN. (DRAWINGS ONLY SHOW DIAGRAMMATIC LOCATION OF REQUIRED WHETHER SHOWN OR NOT TO PROVIDE TEMPORARY RELOCATION AND REACTIVATION OF SIZE PER SPECIFICATION AND NEC). CONNECTION). POWER, TELEPHONE, INTERCOM AND FIRE ALARM TO CONSTRUCTION OF NEW BUILDING. CIRCUIT CONDUCTORS COMPLETE FROM 15. PROVIDE INSTALL AND CONNECT ONE 20 AMP DUPLEX RECEPTACLE IN CAST 27. ALL FLEXIBLE CO TS WHERE THE LENGTH OF CONDUIT SHALL BE 1 2" MINIMUM AND SHALL NO 2. 120 VOLT BRANCH CIRCUITS, T EXCEED 6 FT. IN LENGTH. / CIRCUIT BREAKER IN SOURCE PANEL TO ANY DEVICE ON THE CIRCUIT IS 101-175 FEET FROM WEATHERPROOF BOX WITH WEATHERPROOF COVER WITHIN 50 FEET OF ALL MECHANICAL THE PANEL, ARE TO HAVE #10 MINIMUM BRANCH CIRCUIT WIRING HOMERUN (3/4"C.) FROM PANEL EQUIPMENT INSTALLED ON ROOFS OR IN ATTICS. CONNECT RECEPTACLES TOGETHER (MAXIMUM 28. ELECTRICAL CONTRACTOR TO PROVIDE SERVICE CALCULATIONS AND PANEL SCHEDULE FOR CIRCUIT BREAKER TO FIRST DEVICE AND #12 BRANCH CIRCUIT WIRING THROUGHOUT THE OF SIX PER CIRCUIT) WITH #10 WIRE AND CONNECT TO CLOSEST 120 VOLT PANEL. CONNECT NEW CONSTRUCTION. REMAINDER OF THE CIRCUIT. (CONDUIT SIZE PER SPECIFICATION AND NEC). FIRST 75 FEET OF TO 20 AMP 1 POLE SPARE CIRCUIT BREAKER AND RELABEL BREAKER "ROOF RECEPTACLES COMBINED HOMERUN AND BRANCH CIRCUIT TO BE MINIMUM #10 WIRE. (3 4"C). 16. EXISTING 3. 120 VOLT BRANCH CIRCUITS, WHERE THE LENGTH OF CIRCUIT CONDUCTORS COMPLETE FROM DOCUMENTS, V IIOUSOSURVEYSUAINDIEFIELDDINVETIGATIONS.ENITFSOMOEBETU DER TOOD TT RANDARE HAT ELECTRICAL LOAD CALCULATIONS: CIRCUIT BREAKER IN SOURCE PANEL TO ANY DEVICE ON THE CIRCUIT IS 176-225 FEET FROM UNFORESEEN CONDITIONS PROBABLY EXISTAND NEW WORK MAY NOT BE FIELD LOCATED THE PANEL, ARE TO HAVE #10 MINIMUM BRANCH CIRCUIT WIRING HOMERUN (3/4"1 FROM PANEL EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND/OR NEC ART. 220 - 10 GENERAL LIGHTING 6615 SQ.FT. ® 3W PER SO. FT. = 19845 CIRCUIT BREAKER TO FIRST DEVICE AND #10 BRANCH CIRCUIT WIRING THROUGHOUT THE BURIAL DEPTHS AS DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE NEC ART. 220 - 13 RECEPTACLE LOAD 115 ® 180W = 20700 REMAINDER OF THE CIRCUIT (3/4"C.) ARCHITECT/ENGINEER MAY BE NECESSARY AND IT IS INTENDED THAT SUCH DEVIATIONS SHALL TOTAL = 40545 BE CONSIDERED A PART OF THIS CONTRACT. IT IS ALSO UNDERSTOOD THAT THE PLANS ARE 4. 120 VOLT BRANCH CIRCUITS, WHERE THE LENGTH OF CIRCUIT CONDUCTORS COMPLETE FROM NOT COMPLETELY TO SCALE. THIS CONTRACTOR IS TO FIELD VERIFY DIMENSIONS OF ALL SITE CIRCUIT BREAKER IN SOURCE PANEL TO ANY DEVICE ON THE CIRCUIT IS 226 FEET OR MORE UTILITIES, ETC., PRIOR TO BID AND INCLUDE ANY DEVIATIONS IN THE CONTRACT. 10000 0100% = 10000 FROM THE PANEL, ARE TO HAVE #8 MINIMUM BRANCH CIRCUIT WIRING HOMERUN (1"C.) FROM 30545 ® 50% = 15272.5 PANEL CIRCUIT BREAKER TO FIRST DEVICE AND #10 BRANCH CIRCUIT WIRING THROUGHOUT THE 17. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES REMAINDER OF THE CIRCUIT (3/4"C.). FIRST 125 FEET OF COMBINED HOMERUN AND BRANCH WHETHER SHOWN ON PLANS OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR NON -CONTINUOUS 25272.5 CIRCUIT TO BE MINIMUM #8 WIRE (1"C.) SHALL BEAR ALL EXPENSE FOR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE COMPLETION OF THIS WORK. THE LAUNDRY = 20A - 120V 2400W. 5. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF FIXTURES. CONTRACTOR SHALL LOCATE ALL UTILITIES (BOTH KNOWN AND UNKNOWN) IN AREA OF WORK DRYER = 30A - 240V 720OW. PRIOR TO EXCAVATION WITH THE USE OF ELECTRONIC LOCATOR/TRACER DEVICES AND FREEZER = 20A - 240V 4800W. 6. COORDINATE EXACT LOCATION OF LIGHTING FIXTURES IN ALL MECH. ROOMS, AND SPACES WITH EQUIPMENT SUITABLE FOR SUCH USE. REFLECT LOCATED UTILITIES ON AS -BUILT DOCUMENTS. NO CEILING (EXPOSED STRUCTURE AREAS), SPACES, ETC., WITH DUCTWORK INSTALLER PRIOR TO REFRIGERATOR = 20A - 240V 4800W. ROUGH -IN. LOCATE BELOW DUCTWORK (8'-0" A.F.F. MINIMUM) CENTERED IN ROOM AS MUCH AS 18. ALL CONDUIT TO BE CONCEALED UNLESS IMPOSSIBLE DUE TO EXISTING CONDITIONS (I.E. BOOSTER HEATER = 80A - 240V 19200W. FEASIBLE. EXPOSED CEILINGS, IMPOSSIBLE UNDERGROUND RUNS). CONCEAL ALL CONDUITS ABOVE WATER HEATER = 30A - 240V 7200W. = 7. VERIFY EXACT LOCATION OF ALL MECH. EQUIP. INCLUDING WALL SWITCHES, T'STATS, ETC. WITH CEILINGS OR IN WALL/COUNTERS. KITCHEN EXHAUST FAN 20A - 240V 4800W. MECHANICAL CONTRACTOR AND MECHANICAL DRAWINGS. 19, ALL NEW DEVICES TO BE FLUSH MOUNTED UNLESS SPECIFICALLY NOTED OTHERWISE. KITCHEN RANGE HOOD = 30A - 240V 7200W. 8. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE SITE AFFECTED BY THIS WORK 20. FURNISH AND INSTALL JUNCTION BOX(S) ABOVE ACCESSIBLE CEILING WITH FLEXIBLE CONDUIT BATH EXHAUST FAN = 4A - 120V (X9) 4320W. CLASSROOM REFRIGERATOR BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND FLUSH/CONCEALED DOWN EXISTING WALLS) TO NEW FLUSH WALL DEVICES. METHOD OF ROUTING = SA - 120V (X5) 3000W. DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL WIREMOLD SHALL BE SUBMITTED TO A/E FOR APPROVAL. A/E RESERVES THE RIGHT TO HVAC HEAT = 42500W. BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR CONTROL SURFACE APPLICATIONS. TOTAL = 132692.5 LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. 21. PROVIDE NEW TYPED PANEL DIRECTORIES FOR ALL NEW PANELBOARDS FOR PANELBOARDS COMPUTED LOAD = 240(1.732) 415.68 ASSOCIATED WITH CONTRACT WHETHER SHOWN ON PLANS OR NOT REGARDLESS IF SCHEDULES/ 9. ALL EMPTY CONDUITS ARE TO HAVE PULL -STRINGS PROVIDED IN THEM. CIRCUITRY HAVE BEEN CHANGED. A PHENOLIC OR BRASS NAMEPLATE SHALL BE ATTACHED TO EACH END INDICATING THE CONDUIT SIZE = 2" RIGID. LOCATION OF BOTH ENDS OF CONDUIT AS FOLLOWS: THIS END = "LOCATION," OTHER END = 22. PROVIDE NEW PHENOLIC LABELS (PER SPECS) ON ALL (2) TWO POLE AND (3) THREE POLE PANEL - 320A MAIN BREAKER THREE PHASE 120/240/208V, "LOCATIONS." CIRCUIT BREAKERS WITHIN ALL PANELBOARDS ASSOCIATED WITH CONTRACT WHETHER SHOWN ON PLANS OR NOT REGARDLESS IF SCHEDULES/CIRCUITRY HAVE BEEN CHANGED. 10. ALL CONDUIT TERMINATIONS AT TERMINAL BOARDS ARE TO HAVE BUSHED CONDUIT ENDS. 23. ALL CIRCUIT BREAKERS WITHIN EACH PANELBOARD SHALL BE THE SAME MFG. TYPE, STYLE ELECTRICAL SYMBOL LEGEND 11. SPLICES IN POWER AND LIGHTING OUTLET BOXES SHALL BE KEPT TO A MINIMUM, PULL AND A.I.C. RATING OF PANELBOARD REGARDLESS OF WHAT IS SHOWN ON PANEL SCHEDULE. CONDUCTORS THROUGH TO DEVICES, EQUIPMENT CABINETS/PANELBOARDS. SPLICING IN q) - 120V SINGLE RECEPTACLE (DEDICATED CIRCUIT). C - 6" DIA. RECESSED DOWN-LITE. WIREWAYS IS NOT PERMITTED UNLESS SPECIAL WRITTEN PERMISSION IS GRANTED BY A/E. 24. NEW UNDERGROUND RACEWAYS ARE TO BE HAND DUG. ROUTE UNDER EXISTING WALKWAYS AS REQUIRED BY OWNER. qp - 120V DUPLEX RECEPTACLE. ® - 2x4 FLUORESCENT FIXTURE. 12. NO SPLICES SHALL BE MADE IN UNDERGROUND (OR FLUSH) IN -GRADE PULL BOXES UNLESS ENGINEER HAS GIVEN SPECIFIC ACCEPTANCE. 25. WORK TO BE PERFORMED IN STRICT COMPLIANCE WITH ESTABLISHED WORK SCHEDULE BEING A - DATA LINE. ❑PS - PULL STATION SET FORTH BY OWNER/TENANT. COORDINATE ALL WORK WITH GENERAL CONTRACTOR. THIS ❑4 13. CONTRACTOR SHALL INCLUDE IN HIS BID THE TRANSPORT AND DISPOSAL OR RECYCLING OF CONTRACTOR SHALL FURNISH ADEQUATE FORCES, CONSTRUCTION PLANT, AND EQUIPMENT, AND $ - SINGLE POLE SWITCH. -HORN/STROBE ALL WASTE MATERIALS GENERATED BY THIS PROJECT IN ACCORDANCE WITH ALL RULES, SHALL WORK SUCH HOURS, INCLUDING NIGHT SHIFTS, OVERTIME OPERATIONS, SUNDAY, AND ® - STROBE REGULATIONS AND GUIDELINES APPLICABLE. CONTRACTOR SHALL COMPLY FULLY WITH HOLIDAYS IN ACCORDANCE WITH THE OWNERS OPERATIONAL SCHEDULE. IF THE CONTRACTOR $3 - THREE WAY SWITCH. FLORIDA STATUTE 403.7186 REGARDING MERCURY CONTAINING DEVICES AND LAMPS. LAMPS, FALLS BEHIND PROGRESS REQUIRED IN THE OPERATIONAL SCHEDULE, THE CONTRACTOR SHALL ® - SMOKE DETECTOR BALLASTS AND OTHER MATERIALS SHALL BE TRANSPORTED AND DISPOSED OF IN TAKE SUCH STEPS AS MAY BE NECESSARY TO IMPROVE HIS PROGRESS, AND THE OWNER MAY Y - TELEPHONE LINE. ACCORDANCE WITH ALL DEP AND EPA GUIDELINES APPLICABLE AT TIME OF DISPOSAL. REQUIRE HIM TO INCREASE THE NUMBER OF SHIFTS AND/OR OVERTIME OPERATIONS, DAY OF ® - HEAT DETECTOR CONTRACTOR SHALL PROVIDE OWNER WITH WRITTEN CERTIFICATION OF ACCEPTED DISPOSAL. WORK AND/OR THE AMOUNT OF CONSTRUCTION PLANT, AT NO ADDITIONAL COST TO THE OWNER - (2) LIGH� �W`iuu�uy Y LIGHT. ® -DUCT DEFECTOR UNDER THIS CONTRACT. ���H�NIINwtwIDIUIY� TEACHER'S HVAC A/H WITH DUCT ROOM 117 zTEGTOR SUPPLY 116 IDE ,ONLY. TOILET 111 A rs PIS --- CLASSROOM-1 I ® CORRIDOR 3 111- 100E / 4- t Wi& vdb qp T � I Y vdb i L w INDIGATE5 AREA NOT T T qp IN CONTRACT. ® P v CLAS R ONI CLAS R OM-3 =0 T 1 C ASSRO M-4 114 - W CLASSROOM-4 i I115 �� � I EX15TING 500 AMP L� PROV,DE 12x12x4 JUNCTION MAIN BREAKER TO BUXES FOR VIDEO/DATA AT COR REMAIN. 7'-0' A.F.F. ® 100 EX15TING PANEL 50A D15CONNEC 3 PHASE 120/240/208 AG2 All GO AMP GO AMP D I 'l T FUS D 015GON T 3 PHA5E 3 PHA5E 4 1-#G KGMIL THHN 4-#G KGMIL THHN 4-#G KGMIL THHN 1 1/4' EMT. 1' EMT. 1' EMT. ELECTRICAL RISE A902 RE: R DIAGRAM I NO SCALE INFANT I ® REC./ CLASSROOM -1 NEW 200 AMP 3 PHASE OFFICE OFFICE-3 REPRO OFF.-2 11-0 120/208V PANEL. 105 "_�0_4102A 102 �GFI J TOILET � � � ® F/A P N�L. FI chdbT �db _ �bS " LOBBY w 1 I& -9-T H VAS g UPS 100 W 100Cr- 100E CQRRID ET & I� T T P SE =_ �109A P T INFANT ors qp� 1I © ■it ® . ' TOILET' CLASSROOM-2 . ® 100A 405OD201 JY FORM DR MANNER, NCR IS THIS ® d. FAN NF CLAS ROOM-3 CLAS OOM- _108 107 r-iwdb TOILET 9GFI CLASSROOM-3 1 108A 1 1 ELECTRICAL PLAN A902 RE: WING TO BE ASSIGNED T❑ ANOTHER PARTY WITHOUT THE WRITTEN CONSENT CLASS CI d-5 GFI COMMUNITY TOILET ROOM VEST. VEST. 113A 114A PS STOR. TOIL 103A 113BT - T013C11 T TOI4BT MAlpIAll III r,4 L,rlr_�a GENERAL NOTES: r;✓FIr n tJPrC, °r'ST�lQ- 1. PROVIDE AIR HANDLER DUCT DETECTORS AT SUPPLY SIDE ONLY.., apt y h'�u"u�R I"� �nJc,', T 2. USE SIMPLEX MODEL #4010 OR EQUAL WITH DIALER. 4U MPLYIII ALLAPPUCABLE CODES. 3. RE -USE EXISTING ANSUL AND FAN SHUT -DOWN SYSTEM. ��Csia T 1E1iEPT'0; 30ti 1 /8"=11-011 405OD201 F L 0 R I D A 8517 South Park Circle Suite 150 Orlando, FL 32819 P 407/370-5555 F 407/370-5550 License No. AA0002730 Project Nlmber. 4050 Fete Mued: 09-18-02 Drawn Ill Cc ReVIB m 1-27-03 BLDG. DEPT. GOMMENT5 U Z Q < W OJ J LL U Z a. Im ,J a L J U V W 2 H W 01 Z J Sheet Number:. . A902 c as iAm Pnnv ,n1:4px1PM FS7) \\AI PT\00 DRAWINGS\4050A903.DWG -LORIDA ARCHITECTS, INC RESERVES THE COPYRIGHT TO THIS DRAWING WHICH MAY NOT BE REPRODUCED, CHANGED OR COPIED IN GENERAL PLUMBING NOTES 1. CONTRACTOR SHALL PROVIDE COMPLETE PLUMBING SYSTEMS STOPS, TRIM AND TRAPS AS DETAILED ON THESE DRAWINGS. WORK CONSISTS OF FURNISHING ALL MATERIALS, EQUIPMENT, AND SERVICES REQUIRED FOR COMPLETE SYSTEMS. INCLUDE ANY INCIDENTAL APPARATUS, APPLIANCES, MATERIAL, LABOR AND SERVICES NECESSARY TO MAKE NEW WORK COMPLETE IN ALL RESPECTS AND FULLY READY FOR OPERATION. 2. ALL PLUMBING WORK SHALL BE DESIGNED, INSTALLED, TESTED, AND CLEANED IN ACCORDANCE WITH SBCCI STANDARD PLUMBING CODE REQUIREMENTS. 3. VERIFY THE EXACT LOCATION OF EXISTING SOIL, WASTE, VENT, HOT AND COLD WATER PIPING MAINS FROM THE ACTUAL JOB SITE. ALL NEW LINES ARE i0 BE ROUTED TO AND/OR FROM VERIFIED LOCATIONS. TAPS, WHEN NOT PROVIDED BY PREVIOUS INSTALLER, ARE TO BE PROVIDED BY THIS INSTALLER. 4. MAKE SUCH OFFSETS AND DEVIATIONS FROM WORK SHOWN ON THE DRAWINGS, AS MAY BE NECESSARY TO FIT THE ACTUAL SPACE CONDITIONS. 5. WHERE VALVES OCCUR ABOVE DRYWALL OR PLASTER OR ARE CONCEALED BEHIND WALLS, THIS CONTRACTOR SHALL FURNISH AND INSTALL ACCESS PANELS. PANELS SHALL MATCH EXISTING. 6. THE INSTALLER SHALL VISIT THE JOB SITE AND INSPECT ALL EXISTING CONDITIONS AFFECTING THE WORK. SUBMISSION OF HIS PROPOSAL SHALL BE CONSTRUED AS INDICATING SUCH KNOWLEDGE. NO ADDITIONAL PAYMENT WILL BE MADE ON CLAIMS THAT ARISE FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 7. THE PLANS AND DIAGRAMS OF PLUMBING PIPING ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. INSTALLER SHALL COORDINATE AT SITE WITH ALL PLUMBING, HVAC AND ELECTRICAL WORK SO AS NOT TO CONFLICT IN LOCATION WITH OTHER WORK UNDER THIS CONTRACT OR THAT MAY BE EXISTING. 8. PROVIDE AND MAINTAIN TEMPORARY CONNECTIONS TO KEEP EXISTING UTILITIES IN SERVICE. ANY SHUT DOWNS ARE TO BE APPROVED BY OWNER'S REPRESENTATIVE. 9. EXACT LOCATION, NUMBER AND TYPE OF PLUMBING FIXTURES SHALL BE DETERMINED FROM ARCHITECTURAL DRAWINGS. VERIFY SUCH LOCATIONS BEFORE PROCEEDING WITH ROUGH -IN. 10. INSTALLER SHALL NOT CUT ANY STRUCTURAL MEMBERS WITHOUT FIRST SECURING WRITTEN APPROVAL FROM THE ARCHITECT. 11. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS BETWEEN DISSIMILAR PIPING METALS. 12. FIELD VERIFY ALL EXISTING PIPE SIZES PRIOR TO INSTALLATION. 13. NO VENT THRU ROOF SHALL TERMINATE CLOSER THAN 10 FT. TO ANY OUTSIDE AIR INTAKE. 14. ALL SANITARY AND WATER PIPING UNDERGROUND SHALL BE A MINIMUM OF 18" BELOW GRADE OR FINISHED FLOOR UNLESS NOTED OTHERWISE. 15. PROVIDE ALL SINKS AND LAVATORIES WITH SLIP JOINT TRAP FITTINGS FOR CLEANOUT. 16. THE ENGINEER HAS MADE AN EXTENSIVE EFFORT TO IDENTIFY ABOVE CEILING CONFLICTS. THE CONTRACTOR IS RESPONSIBLE TO CHECK FIELD CONDITIONS PRIOR TO BIDDING AND REPORT ANY PROBLEMS/CONFLICTS TO THE ENGINEER WITHIN 2 DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH WERE NOT BROUGHT TO THE ENGINEER'S ATTENTION ARE TO BE MADE BY THIS CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. 17. ALL WORK IS TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE(1) YEAR FROM DATE OF FINAL ACCEPTANCE. ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED WITHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. 18. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL REMOVE ALL TOOLS, APPLIANCES, SURPLUS MATERIALS, AND SCRAP. ALL IDENTIFIED EXISTING EQUIPMENT TO BE REMOVED SHALL BE TURNED OVER TO THE OWNER. 19. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES IN ORDER TO AVOID CONFLICTS. G.O. 2' VTR.-\ L-1--i " CC PLUMBING FIXTURE SCHEDULE No. DESCRIPTION CW HW WASTE MANUFACTURER -MODEL No. S-1 SINK 1/2- 1/2" 1 1 2" DAYTON D-12522 W MOEN SINGLE LEVER FAUCET L-1 LAVATORY 1/2" 1 2" 1 1/2" KOHLER K-2849 W/ MOEN SINGLE LEVER FAUCET L-2 LAVATORY 1/2" 1/2" 1 1/2" KOHLER K-2196-4 W/ MOEN SINGLE LEVER FAUCET WC-1 WATER CLOSET 1/2" - 3" KOHLER K-3423 WC-21 WATER CLOSET 1/2" 1 - 3" KOHLER K-3481 EWC I ELEC. WATER COOLER 1/2" 1 - 11 1/2" 1 HAWS HWCA 8FSS NOTE: PROVIDE SOLID PLASTIC SEATS AT ALL WATER CLOSETS INCLUDING EXISTING. `2� PLUMBING RISER DIAGRAM A903 / 3' NOTE 4.- 2' TWG_1 -I�EWC l TOILET HVAC 1 1/2' 111] � 117 II CLASSROOM-1 11.1-j S-1� L' 1 CORR, 100D WC-1 Go S-1 R. V7n co ;' E I HE RESPONSIBIUT1 OF19 CONfiAACTOA Of RECORD NO SCALE Of '04 THESE PLANS AND ALL PROPOSED WORK I L 0 py ARE SUBJECT TO ANY CORRECTIONS REOU,'RE O BY FIELD INSPECTORS MAYBE THAT NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE COOEc CORRIDOR TEACHER'S ACHER'S ROOM I —:i �� _ 116 EXIST. 3' WA5T — — I SROOM-2 CLASSROOM-3 CLASSROOM-4 CLASSROOM-4 112 1-1 -3 1 [1-14', 115 yj VEST. VEST. 1133NOTE 3. 114 NOTE 3. . INFANT REC./ 5-1 OFFICE-3 REPRO OFF.-2 T��ILET CLASSROOM-1 OFFICE-4 I � • 110AF 5-1 110 105 104_J [102] CO2L / EXIST. 4 WAS 3 -1 OFFICE-1 - LOBBY �103 I- L-2 CO IDOR 100 �- 100 — AR 1 1/2' VENT 103A TIE INTO 1 HVAC EWC EXIST. VENT 100C THRU ROOFT01 . 21 3, � CE,� I li I INFANT INFANT 1 1/2' ' TOILET LASSROOM- INFANT IC - �� INFANT � 100A 3' - [ 109� i0 re CLASSROOM-3 CLASSROOM-4 CLASSROOM-5 VTR - � I K'� 7 Fl—-71 1 1/2'-VENT I L 1 I WC-2 I TOILET EXISTING TOILET IN TTIG. TOILET 1 1 1/2(VENT 108A h rF L-2��CJ� 4 WASTE. 107A-106A IN ATTIC. 2• 2WG-1 WG11 2' VTR. l I 511-15-1— 5-1 G.O. t' �L-2 L-2J 2' COMMUNITY NEW 3' WA5TE. 4 33' ROOM 101 EXI5TING 4' WASTE TO CITY SEWER. 4 G.O. 1 PLUMBING PLAN A903 RE: OR MANNER. NOR IS THIS DRAWING TO BE ASSIGNE➢ TO ANOTHER PARTY WITHOUT THE WRTTTFN F.nNSFNT OF FLIIRTDA ARCHTTECTS. TNC. TOILET T. 4' WASTE STORAGE 113C GENERAL NOTES: jo OTOILET NOTE 2. 114B5-1 0 - ST. LUCiE COUNTY BUILDIN "1ON REVIEWED FOR COS REVIEWED Y DATE .a 1_01�f PL.LNS AND PER -NOT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE.,r"' 1. GAP WASTE AND WATER SUPPLY BEHIND WALL FINISH SURFACE. 2. CONNECT INTO EXISTING WASTE PIPING AND WATER PIPES IN WALL. 3. CONNECT TO EXISTING WATER AND WASTE PIPING. SUPPLY AND INSTALL NEW WATER STOPS, TRAP ASSEMBLY AND ESCUTCHEONS. 4. REMOVE EXISTING GLEANOUT END ASSEMBLY. INSTALL NEW PVC, WASTE PIPES AND NEW GLEANOUT WITH CONCRETE COLLAR. 5. PLUMBING FIXTURES NOT INCLUDED ON FIXTURE SCHEDULE ARE EXISTING. 1 /8"= V-0" 405OD201 f 0 LA F L 0 R I D A 8517 South Park Circle Suite 150 Orlando, FL 32819 P 407/370-5555 F 407/370-5550 License No. AA0002730 Project Number: 4050 Date Issued 09-18-02 Drawn By: CC Revisions U Z L Q 0 IIL Q m Q w 0= O LL U La Z Ec J a U Cr. Q H J cp W 0 U z � Q z cr as Q (3 0 z rr VJ CL � s . vq On7 0 Sheet Number: A903 TUE 28 JAN 2003 <0143�01PM EST> \\ALPI\00 DRAWINGS\4050S201.DWG C12x30 TO EXTEND PAST G.I.P. COLUMNS. PROVIDE C4) 1/2' DIA. x5' EMBEDMENT RAWL POWER BOLTS SPACED 4' VERTICALLY AND 4' HORIZONTALLY INTO COLUMN. CTYPIGAL EACH SIDE.) 8� PARTIAL ELEVATION AT BEA 8201 j RE: q 4 NEW PIGGY -BACK TRU55 SYSTEM. EXISTING TRU55 SYSTEM TO REMAIN. COORDINATE LOCATION OF PANEL POINTS OF NEW PIGGY -BACK TRU55 W/ PANEL POINTS OF EXISTING TRUSS. PLUNGE GUT THROUGH SHEATHING TO ADMIT INSTALLATION OF 51MP50N L5TA 15 STRAP. CTYPIGAL). 51MP50N L5TA 15 STRAP WITH C12) 10d NAILS AT EACH PANEL POINT. s DETAIL AT TRUSS 1 1 1/2"=1'-0" � f -8 5201 REFER TO SHEET A400 FOR ADDITIONAL DETAILS. I 405OS201 NEW PIGGY -BACK TRU55 SYSTEM.., EXISTING TRU55 SYSTEM TO REMAIN. SIMPSON MGT W/ 5/8' DIA. x 5" EMBEDMENT BOLT SET IN EPDXY. W/ 22 10d NAILS INTO ROOF TRUSSES. ' DIA. x5' EMBEDMENT RAWL POWER i5 SPACED 1G' O.G. - STAGGERED. 1 1/2"=1'-0" 405OS201 NOTES: 1. LINEAR INTERPOLATION 15 PERMITTED. 2. EDGE D15TANGE = 7.2' 3. PER A5CE 7-98 V=145 MPH - 1=1.15 C5REF). EXP05URE = G 'ENCLOSED.' _-,—NEW TRU55 SYSTEM. 1/2' DIAMETER BOLT AT 24' O.C. SET IN DOUBLE KNOCK -OUT COURSE. 51MP50N L50 WITH 6-10d NAILS. CTYPIGAL AT EACH TRU55). 2x8 PT. WOOD TOP PLATE. DOUBLE KNOCK -OUT COURSE WITH 1-#5 AT EACH COURSE. 8' GMU WALL WITH VERTICAL REINFORCING IN FILLED CELLS. DETAIL AT TRUSS RE: 1 1 /2"-1'-0" 405OS201 PROVIDE DURO-WALL TIES AT III 16' O.G. CTYPIGAL. II 8' GMU WALL WITH #5 VERTICAL REINFORCING IN FILLED CELLS. II #5 DOWEL - MATCH SPACING OF II VERTICAL REINFORGING. LAP 48 BAR DIAMETf R5. REMOVE EXISTING TRU55 TAILS m ^ TO FACE OF MASONRY. `00, OIL ,. EXISTING CONCRETE BEAM TO REMAIN. (TYPIGAL). G12x30 TO EXTEND PAST G.I.P., COLUMNS - PROVIDE C4) 1/2' DIA. x 5' EMBEDMENT RAWL POWER BOLTS SPACED 4' VERTICALLY AND 4' HORIZONTALLY INTO COLUMN. CTYPIGAL EACH SIDE). "s DETAIL AT BEAM 8201 REFER TO SHEET A400 FOR ADDITIONAL DETAILS. 405OS201 3201 EXPAN510N JOINT MATERIAL. .. > EXISTING CONCRETE SLAB TO REMAIN. NEW 4' CONCRETE SLAB WITH 6x6 W1.4xW1.4 W.W.F. OVER COMPACTED FILL. PROVIDE VAPOR BARRIER AS REQUIRED FOR NEW CONSTRUCTION. REMOVE PORTION OF 8' GMU WALL TO ALLOW FOR INSTALLATION OF NEW CONCRETE SLAB. C2) #5 DOWELS 8' INTO EXISTING FOOTING WITH 90 DEGREE AGI HOOK. EXISTING CONCRETE FOOTING TO REMAIN. CTYPIGAL. NEW CONCRETE FOOTING WITH C2) #5'5 CONTINUOUS. COMPACTED FILL. DETAIL AT FOOTING , 1/2"=,'-0" RE: I 405OS201 PROVIDE C2) #5 DOWELS 8' INTO EXISTING THICKENED EDGE AT MID -DEPTH AND EXTEND 24' INTO NEW THICKENED EDGE. CTY GALS -� 2 y 4 PROVIDE METAL STUD IN -FILL BETWEEN EXISTING COLUMNS. 5201 S201 W ■ �EW 8' GMU WALL WITH 5 VERTICAL REINFORCING IT FILLED CELLS AS SHOWN. 6 NEW 4- GONGRETE SLAB /-Gx"1:4xWl* W. I — �5 S201 S201 — NEW---F -6MU WALL WITH- _ �. ___ — — ____ — — ___ #5 VERTICAL REINFORCING IN FILLED CELLS AS SHOWN. \,,_—EXI5TING CONCRETE SLAB AND FOOTINGS TO REMAIN.- -- 3 5201 DETAIL RE: AT FOOTING 1 1/2"=1'-0" 405OS201 2 3201 PARTIAL RE: FOUNDATION PLAN 1/4"=1'-0" 405OS201 FLORIDA ARCHITECTS. INC RESERVES THE COPYRIGHT TO THIS DRAWING WHICH MAY NOT BE REPRODUCED, CHANGED OR COPTFD TN ANY FORM OR MANNER. NOR TS THTS TIRAWTNG TO AF ASSTGNFTI TO ANOTHFR PARTY WTTHOIIT THE WRTTTFN CONSFNT OF FIORTTIA ARCHTTFCTS. TNC. S o, DETAIL AT TRUSS RE: GOMPONENT AND CLADDING PRESSURES WALLS ZONE AREA C5Q.FT.) 10 500 4 INTERIOR 57.9 42.1 5 EDGE 73.G 42.1 ROOF ZONE AREA CSQ.FT.) 10 500 1 INTERIOR 47.4 42.1 2 EDGE 110.5 73.G 3 CORNER 110.5 73.G ROOF OVERHANG ZONE AREA C5Q.FT.) 10 500 2 EDGE 115.7 115.7 3 CORNER 194.E 131.5 NEW TRUSS SYSTEM. SIMP50N L5TA 12 W/ 10-10d NAILS AT EACH TRU55. CTYPIGAL. 51MP50N L50 WITH G-10d NAILS. CTYPIGAL AT EACH TRU55). VERTI-GLIP 5L C2) SLOT STYLE CLIP. SECURE W/ #12 TEK 5GREW5. 20 GA. METAL STUD FRAMING AT 1G' O.C. W/ 5/8' DEN5-GLA55 SHEATHING AT EXTERIOR SIDE. 18 GA. RUNNER TRACK BLOCKING AT 10'-0' O.G. CMAX.) - MAKE RUNNER TRACK 8' LONGER THAN STUD IN51DE 5PAGING. CLIP FLANGES 4' FROM EACH END. BEND TRACK AT CLIPPED FLANGES. 1 1/4' C20 GA.) STRAPPING. SCREW ATTACH TO EA. STUD FLANGE W/ Cl) #10-16 TEK SCREW. CBOTH SIDES). AT MID -POINT OF STUD WALL. I 1 1 /2"=1'-0" 405OS201 '_0 GA. METAL 5TUD FRAMING AT 1G' O.C. V/ 5/8' DEN5-GLA55 SHEATHING AT :XTERIOR SIDE. :')IMP5ON L50 WITH 6-10d NAILS. .8 GA. TRACK W/ HILTI POWDER aGTUATED FASTENER C.145' DIAMETER). 11NIMUM EMBEDMENT 1 1/4' AT 16' O.G. IEW CONCRETE FOOTING WITH C2) W5's CONTINUOUS. L 0�0 copy CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY Of THE 4an DETAIL AT FOOTING CONNTRAACTOROFREco2"= _0" S201 RE: 7 \4 5201v 5201 405OS201 PROVIDE (2) #5 DOWELS 8' INTO EXISTING THICKENED EDGE AT MID -DEPTH AND EXTEND 24' INTO NEW THICKENED EDGE. — o— — -�1 �WN�i/1N4�LTRPVq� , Y: ,7 i, ARE SUBJECT TO ANY CORRECTIONS L8 5 REQUIRED BY FIELD INSPECTORS THAT NEW 8' GMU WALL WITHI #5 VERTICAL REINFORCI G 11 S201 MAYBE NECESSARYINP-P7 COMPLY'°-' IN FILLED CELLS AS SHW . PROVIDE WALL TIES BET E N NEW 4' CONCRETE SLAB NEW AND EXISTING MASONRY W/ 6x6 W1.4xW1.4 W.W.F. CTYPIGAL. ALL I I 3 i A201 �EX15TING CONCRETE I5 AB IAND FOOTINGS TO REMAIN. 0 W 1111 1111 PARTIAL FOUNDATION PLAN 1 1/4"=1'-0" I FL0RI DA 8517 South Park Circle Suite 150 Orlando, FL 32819 P 407/370-5555 F 407/370-5550 License No. AA0002730 Project Number: 4050 Date Issued" 09-18-02 Drawn By. CC Revisior>ek U Z Q Q m � � Q W O 'J Z L.L W U W Q U J Q J W H J z Q U � FFF +r_ Sheet Number: S201 RE: I 405OS201